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Home My WebLink About1166-L 1 v t AL IL i 3540 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91130 HIGHLAND AVE. SNI T INDEX / /' �. — X COVER SHEET / F/ C-1 CONSTRUCTION PLAN C-2 CONSTRUCTION PLAN �•� '- ;.i:I i, su,oa, .w. � r°�a�.r t• 1-1 IRRIGATION PLAN 3444 1-2 IRRIGATION PLAN -` - µ . ',- ,. :•' T-1 TREE, VINE & GROUNDCOVER PLANTING PLAN - T-2 TREE, VINE & GROUNDCOVER PLANTING PLAN Y — _ "•`` �° i.`:x _ S-1 SHRUB PLANTING PLANT •^• . 1 i WY GFEEF B,SW —2 SHRUB PLANTING PLAN - - ,r .1 T D-1 CONSTRUCTION DETAILS -. -�; -I• �Rk `� � ; D-2 IRRIGATION DETAILS . - .... • 2r ,iW SP--1 IRRIGATION SPECIFICATIONS :FAIRMONt -- IRRIGATION SPECIFICATIONS SP 2 IRRIGAT O ,-� I••-�_ � - `' _ ! 'r, a _,- -e :F«r pis •i`j /�1 `, �,,�•1 1 I DETAILS' `=� -o -I � ��•K a �, 0-i-A , :.,./. ;.�; _`, � t� ORSE CONSULYING GR011P SP-- LANDSCAPE SPECIFICATIONS, LEGEND & - .� }; r I iM PLANNING • E'NGINE'ERING • LANDSCAPE ARCI-117'ECTURE' 1 �--^- •TF/ � t I I I� 1 -•I, U SOUTHERN PACIFIC RAILROAD 4860 IRVINE BOULEVARD, SUITE #201 NOTE: QUANTITY ESTIMATE IRVINE, CALIFORNIA 92714-1299 ALL-CONCRETE WALK AND PLANTING QUANTITIES LISTED 714) 730-7117 ARE FOR BID COMPARISON AND LANDSCAPE ASSESSMENT TRAIL WITHIN TRACT 13444 SHEET DISTRICT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE SHEET KEY MAS' FOR HIS OWN TAKE-OFFS AND INSTALLING ALL PLANT GROUND COVER 37,212 S.F. PLAN CHECK SUBMITTALS TURF_. 37,050 S.F. Submitted De Department Returned Approved ,� ,� GROUP, WIM lam MATERIALS SHOWN ON THESE PLANS AT THE SPACING - - -= P�� • SPECIFIED. '' CONCRETE WALKS 18,175 S.F q-oq-8l En 'Ineer+n 10-29-a7O 9-o4-87 plann,n IO 12-87 Z PLANNING AND LANDSCAPE ARCIII'I'ECrf URE II-0 - 61 4860 IRVINE BOULEVARD, SUITE 203 IRVINE, CA. 92720-1999 (714) 731.2522 NO SCALE ABBREVIATIONS VICINITY MAS' PROJECT SITE @ AT DS. DOWNSPOUT INV. , INVERT ELEVATION S, SEWER A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH �h A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCII. 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 A ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET ? Q��Q• DESCRIPTION OF REVISION DATE SPECS. SPECIFICATIONS w APPROVED ALUM. ALUMINUM ELEV. ELEVATION , MAX. MAXIMUM FGghland Ave. APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE CITY ®� RANCHO CUCAM®NGA PACIFIC B.C. BEGINNING OF CURVE EX. EXIST. EXISTING Mil. MANHOLE ST. STREET _ Baseline Rd, B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION MITI. MINIMUM SFS. SURFACE FOUR SIDES q B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGENT VICTORIA VINEYARDS NORTH BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TCP OF GUn3 �� FOOthlIBlvd. C.B.s COND CONDUIT. BOTTOM FEET, STEP F.FTS FEETSIIFOOTFACE OOC. ONMBER CENTER ' .F.B. TOP OF CATCA TOP OF FOOTING yOJA2` , ; m ; TRAILS — TRACT 13444 4 a C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER G. 49 OF CRAT3 C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE i s _ _ca COVER SHEET C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVING - 3 C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP 5 Q w C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED -EAM P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL w AvvAovso rrr Gf ��_rre C.O. CLEAN OUT G.P.M. GALLONS PER MINUTE PL. L PROPERTY LINE TYP. TYPICAL SAN o CITY KfAMNnw < acTs. No. 22397 CONC. CONCRETE GR. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE oEalorhl REC.OMMEND[O CONT. CONTINUOUS CRND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BERNARDINO FREEWAY I - 10 I�MORSE CONSULTING CROUP I D.K. �Pl.1nCYl.YC 9 f1MCltVEERP✓'G s(�1VDSCAPEaIRCFlRECTVRE CSK. COUNTERSINK Il. ,HT. HEIGHT R. , RAD. RADIUS W. WITH ` - V % CU. CUBIC 14DR. HEADER R.C.V. RSMOTE CONTROL VALVE �R°x7��l W. WEST ■/vc cusulru txii.rzr DRAWN R°7rR {71HiJ0711T fAlMDl3ptT �i1tST DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING JOB NO. 240-58 v os 14— VR Am THE WILLIAM LYON (JOMPANY ING D.F. PRINKING FOUNTAIN if.P. HIGHPOINT REQ. REQUIRED - D.K. T a•<autsto � � — �-1 �1 oRAwinM nio• DIA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD Cl ,� , i'" J.S. DAT, ' w 0 O x ........................... 84 83 82 81 80 1 0 ...................... N15 4 (j) 60 X N22 0 0 A -4 14 'IV 1A -V-, u :A_ _v --v V --Vjj I I X'o lbjl n N 16 Vitt I �' - 0 (9-* 0414L! it tq!l i a r, 21 Y 71 % 1 19 Ti 29 ------ 3 1 e 10 T_ 0 ov'; _j T, 14 0r- N16 4�; +1 0I I \11 CL ml fill, N 14 + 04_0*0SII�-o_ a,go ld 8 86 o 9 1 88 89 9 2 9 3 r (D 28 i� <�- �� ............. .............. --------------- —------ 4__ ........... .......... ........... ........... ............ ............ FABRIANO PLACE ............. --A ................ w > MhrcHLINE ,3p-E 1-2 2 _( GENERAL NOTES 1 INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO 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. 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. NO SITE n'lVIEWS 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. BYFAILINGTO DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- MENTS REQUIRED. NORTH PATE FxZ QVIED j. CITY IT OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH TRAILS TRACT 13444 V". V �j IRRIGATION PLAN PREPARED BY: PREPARED FOR: CL4TS APPnOVED WV Kii 22897 r-try cNalrims" .............. v N066 MORSE CONSULTING GROUP E t0 t. A FA %�llr A)12L^50 Al'wOCONSUL TING GROUP A.I.C. �.� � a vvd slo"AAN Alo San Sol f.fs PLANNING 0 ENGINEERING 0 LANDSCAPE ARCIII rECTURE rLyo &�VC C ALN%AV"110714 IDD DRAWN -v N20 I 4860 IRVINE BOULEVARD, SURE#201 JOB NO. 240-56 1-1 os 14' I,LA IRVINE,CALlFORNIA 92714-1299 A.1.C. . ...... AteWILLIAM LYON (714) 730.7117 C>49C.Kao DRAWINS Pom 8540 ARCHIBALD SUITE 5 it-lel-q' A.I.C., ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALWORNIA 91730 ATC.C. L SCALE: 1 =30' KEY MAP NO SCALE 1 W (f t USA pR�VE---_-__- -- ...�_.--._._...... . °' G_ � O .� 41 t N2 a� N3 � t � ACJ "OMA TIC GONTROLLEff 24 STATIONS .,3 INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIR UIT TO 13E PROVIDED 13 ! DEVELOPER - 1 N 6 5► � ` X .,) W (� f EXACT LOCA110 I TO BE DETERMINED IN THE FIELD. I Q X n� \ A I/ l t f. , 1,' • �.. 11��,,/ I� "� • ` // �®/ ✓ rNIO oo m► /� �� ~ 1\4m I ELECT. SERVICE TO METER TO II 11 y BE PROVIDED BY DEVELOPER NI2 so 112 � ' °�` '`" �' � - ` ` \:` '"- gin n ti _ _ Xx _•� =® a 1 a ;d � .... L!. (LitI 111 --_— -- -- u ro. 07 § 129 Fs 1LU I IN I v—� ®� p �� v •i I� I s..u h, _,� it ,-.� .*.t. .s s a ._:' .._.�.. . :........._.�... a,.__>. 1 �� - ®� II tdglp 2 ® l --. . .-..- l�- I j®- ® i �• �I I I I I I �I 74 I 4� &MA t ta; 'All rh _ tifo -77. �� -. I -- --_ _.__,_,.__---- ___....__...., O ,9 11 O �,�02 NII 0 0 � N9 cc ' N135� I I, 2, I► 2 . Ili. O 2"BACKFLOW r,REVENTION U ASSEMBLY— 2'PRESSURE REGULATOR SET AT 70 PSI (DELIVERY PRESSURE) co P.O.C. TO 211 WATER ETER PROVIDED BY DEVELOPER IRRIGATION SYSTEM DESIGNED FOR MINIMUM OPERATING PRESSURE OF 70 P.S.I. AT 60 G.P.M. GENERAL NOTES 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS Oz SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. —' — Discilupnom OF At VFD 5. ADJTALL SYSTEMS TOAVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. ' 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING VICTORIA VINEYARDS NORTH CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. ''- ' — 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT rr' �,;: TRAILS TRACT 13444 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. ? - NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. IRRIGATION PLAN 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND •' PREPARED BY. PREPARED FOR. _ VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCUPACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD ►al6?1 A ------ - i Anvov[o m► ,r L„_ °�� y PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT :, GfTY [NOINaw / "" f'" � 22397 �.x TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO oc[ION gscoMMENo[o DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- ( ,: _ MORSE CONSULTING GROUP MORSE CONSULTING GROUP ADJUST- MENTS REQUIRED. '`'�{" .�. _ A.I.C. dI111��.��. rt � lA„��o PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE •�• > "mss_- LYON DRAWN u:atsnn _ 4860 IRVINE BOULEVARD SUITE 01 w rt c.uvw�W7 14 t O •M[tT ' Z ! t O _' IRVINE.CALIFORNIA 92714.1299 XeWILLIAM JOB NO. 240-56 -2 14,: -� _ LYONrm a�), A•I•�• cwu��.. .... (714) 7347117Q �2 oRAwu�w NO. 8540 ARCHIBALD SUITE 5 � SCALE: 1"=30` KEY MAP NO SCALE A°1I.0°'•ASSOCIATED IRRIGATION CONSULTANTS (213) 477'6525, RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. OATS w` ol I Q O Q 84 83 82 81 80 798 c� 7 s �J ;y �; d 2 30 &19 •; ;�°' Obi . • 0 0 0 0 0 0 0 • '= • • ��y J X. . ' x • �° \ 0 0 x 5 \ LL. + U •-` Qx Qm 15 ' . " X x x k • ' • • a • z 85 86 87 88 89 90 91 92 93 oc •= w 28 ;Q 2q _ FABRIANO PLACE MATCHLINE A - SEE SHEET T-2 , 2 7 cc I Q NOTE : SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING LEGEND, PLANTING DETAILS, -AND LANDSCAPE SPECIFICATIONS. NORTH DATE Area VE6 - CITY OF RANCHO CUCAMONGA _ ' VICTORIA VINEYARDS NORTH '-- TRAILS - TRACT 13444 ---- Tf TREE, VINE & GROUNDCOVER PLANTING PLAN PREPARED BY:, PREPARED FOR: [ T— • - �� ------- — -- crry ENO NOATS aw iM �' �'s•�✓ 2239 __- DEEIp/r A[GOMM<ND[O t: MORSE CONSULTING GROUP MORSE CONSULTING CROUP ., LyoN C.P. /V1.M,,�►�.�,,,��.I,,,�,,,,f, PLANNING 0 ENGINEERING 0 LANDSCAPE ARCHITECTURE .. j • R.?L C A1/C1RMQt 1.1 01ilAWN alatsnn •N[t7 ,. = 4860 IRVINE BOULEVARD, SUITE#201 G—" B.H. T-1 0� 14 z j[_��fl�i_t�_ IRVINE,CALIFORNIA 92714-1299 ��ie WILLIAM LYON �am a�rzi JOB rvo. 24o-5g LL ,. (714) 7347117 a,ac.cto r, pp CRAWINS NO• 8540 ARCHIBALD SUITE B ` t&& , L RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. 1 VOATS SCALE: 1°=30' KEY MAP NO SCALE 1 " v Q.\ Q• " ui - Q� 0- z o OUS A DRV E - 2� 122 � _ o - 12 3 •'' � _ 12 � _ 125 - - — 126 12T n . - 129 v ' 13 4 131 ,, -• . o ' . 1 i p ••;:. o • . - . := o 3All- 1-- . 0 0 0 0 0 0 0 0 -}- .• X11 L U w w • , • • UA CL • • • + . • . ''• 101 'i 10 9 arz '4 ' :1 • ••• Lu U 0 0 0 0 0 fid, 100 cc D 94 0 ! NOTE OQ� - - SEE SHEET SP-3 FOR TREE, VINE & • 5� GROUN_DCOVER PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE SPECIFICATIONS. I�. 2 O z DES slow OATS PPA VEO - ---- CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH - = TRAILS - TRACT 13444 . : I TREE, VINE & GROUNDCOVER PLANTING PLAN PREPARED BY:, PREPARED FOR: DATX -, APPROV90 w //` �: R.e.t. .—! 2239 .x DESIGN I�►MORSE CONSULTING GROUP gECOMMENOEO MORSE ROUP MOS CONSULTING G C.P. /111�K,,��. �. K, -►� - - PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON OPIAW04 •-"(�`�"IV 14"' smmffv - - 4 56 ` B NO. 2 0 14 � M1��"� . .;: �.,:. - - `r 'l - 4860 IRVINE BOULEVARD, SUM�1�201 G- B.H. �� T-2 0� g - _ IRVINE,CALIFORNIA 927141299 ��ie W I LL I A M LYONr,,nha, i ,a vRAw,M POW' . ; t � u :• ' ' � 714 7347117 / • 8640 ARCHIBALD SUITE 8 S H l I ' &( .-L- RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. DAW SCALE: 1"=30` KEY MAP NO SCALE W IQ 0 Q 84 82 81 80 � ;579 78 s tiP. ala F x � I5 HN 30 -- o o r 1_ • I - W I ( V. ......................................... ••••• • IIII IIIIIII'III III II I I II I,. (P V• O • .,i i,`.,.,. . X. I I I'V I 11111111111 11 111 ` O/ \�V i• I I - -,` �� (� 2 9 1 J X640 Q 10 P1+ ol Uml + + �► . 60 x6co ��.. • 85 86 87 88 y 89 90 91 92 93 z 0 28 ' U) n _ FABRIANO PLACE 27 MATCHLINE A - SEE SHEET S-2 I� • �Q E Q m NOTES SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING DETAILS, & LANDSCAPE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS. 'THE NUMBERS SHOWN ARE FOR BID PURPOSES ONLY,_ REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. NORTH THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED FOR EACH SHRUB TYPE. GATE APPROVED CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH TRAILS - TRACT 13444 -- j b. SHRUB PLANTING PLAN PREPARED B Y. PREPARED FOR: _ aw/KNo.e. cwTsowvvnvso wcmI [NOINQA 22397 I •;i:`;I �-y- �, l; _ � OEEIpN AEGOMMENOEO j --- I�►MORSE CONSULTING GROUP .:r:;.`• MORSE CONSULTING GROUP V V-W KA,v, NC.�MMWOC.LARD APE&OCTECnn� r: :i., � LYONL.R. PLANNING •ENGINEERING 0 LANDSCAPE ARCHITECTURE L.R ,,,� �,, �, LF s ONAWN4714,Tp 7141 sMEET �O,. .; r 48W IRVINE BOULEVARD, SUITE#201 �j' JOB NO. 240-56 S-1 14 ' IRVINE,CALIFORNIA 92714.1299 P.T•B• o� -- - 1 30.7117 ��ie WILLIAM LYON ram an t 1 WSCKSO t > Cil�Wl►•Ie 1+10• 540 � 8 ,�CA IfORN A 91790 J•S• ' `'� E SCALE: 1 =30' RANCHO CUCAMONGA KEY MAP NO SCALE OAT' I -� j y v 2 - .. - v RIVE _ — 121 0- 1 � RAG'u5f 02�_ Q _ 1 p — — 124 Ivy Boa =� 5 127 2 Hca 128 p0 r_o 1 �Q 1I✓ `V, H uogoao°°O 0° o 0 O° 10 OO °°O° O$o °O1 4 , h 120 Yn h Y h Y Y Y ••h Y LL ..a Yn Y 2 n 1 YY' �O V'i 0 A�� .. ::Y:••Y... .. .::h:::a:::::Y:::ll Y . { � 'AV -•Y •h hnYn •nY Y Y 6 h YYY YYY 1 ml I O h h Yn YYaYYnhn4n nnnnn ��0o \• 1c �ZO '�`^J O °OOO OOo p00000$00 .: - Y•n'•h Y YYn nY nun {/ - ° O 000 000 O 0 0000 ..••Y..n nn nnnnYnnnn nn nYn \�i� v'! �`yi >• �� .:: „ II Y n h Y 0 O O Y`n YyanYY nnYa _-- 1 • - i x6zo . K 110 1 3 3 W ... ^•,, - - -�`1,;i it • -� W - _ = w _ +- Lu w X co a- p ;.;:;, 101 sa,�•� Q z = m �� ,<\ LL �o ry 10 0ccO 94D O EE m NOTES SEE SHEET SP-3 FOR SHRUB PLANTING LEGENDs PLANTING j DETAILS, & LANDSCAPE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ONLY. _REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. THE INTENT OF THESE- PLANS IS TO PROVIDE COMPLETE p j COVERAGE OF THE AREAS SHOWN AT THE SPACING z i DESIGNAT_ED_ FOR EACH SHRUB TYPE; OATS APPROVED CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH TRAILS — TRACT 13444 SHRUB PLANTING PLAN PREPARED BY. PREPARED FOR. a ------ —— _ owls 1y cmr�iNo Nam6 ` "�� w.c.�. No. 22 97 ;1 ^ -17, ~ IHrMORSE CONSULTING GROUP pECOMMENOEO MORSE CONSULTING GROUP PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE ~`MAAM�• �• l LYON L.R. ..o..x.o,u.�o,un wog 1.Aw 1'1A�S.N,,, DRAWN ay.l<YuwaavziYls. Z i y. 1.^ 4860 IRVINE BOULEVARD, SUrM#201 AeWILLIAM "' JOB NO.'2140-56 •HiR IRVINE,CALIFORNIA 92714.1299 LYON P•T•B• S-2 DO,,,, 14(714) 730.7117o m h(,Y/I2 ZL - �� . oRAwiN• No. 8540 ARCHIBALD SUITE B f- .y t ' (v&�r�DA" '1 SCALE: 1CALIFORNIA "=30' KEY MAP NO SCALE RANCHO CUCAMONGA, CAL91730 J.S. , r lo'CURB PER 5TO. 303 (2)04 gAR ZA'LONG ' Sx5. 5TEEl-• r'A OVER DRAIN THRU No 2121 CAST IRON DRAIN Z,(MW) /rl2 MEFtF^ BRC�O M FINISH PARKWAY GRATE 3�S' STEEI.TNFdJ r �'v A� /�<\ 1 TceLED JoU'YT' Ysmc � wT.-uo• � `• \ •_ •r :�'; DRAIN ' . "fRoWEL FINISH may' 2w �,-y-.+ � �•L:�:'. :' - . . Ir R �E T Id ate. se A A '� �•. ��`;�.• CTION A f�I4O��: �' �.z►�.f �SGG�. L�r 1�1 �' �'• PRoF1t_IE A HOCK M ULaP S40N JCINT �T 4d o G _ r-IN 15H Ct-AOU ?_ .. CURB CONDITION y� PRIME " 'D ATALLIN /- C IN MOW 5 4 r Al2JAC), _ COVER MAY Be GONG KING T Q No.2121 BOGY PAINTED OR GALVANIZED V AL IN ALL '>'UW 5 . . WT.-2� -0 0• AS REQ 1 [�ACe ' GUT R/� kms, coMP�.GT ISR S011, REF�2rWT.-PER 12 -605r 2424-105 FRAME(ovnQNAuTURF "RECAST / ON/ MALK 33 73 y,� 3■S' STEEL THRU PRD SM. 3 MANI"�oLF SECTIONS C�r1 TER LI�fZ o� PRA1N n � Ca �� W • � •,�li'rl E1`I�b La E 2'MINI. t�,�� • � • � -1'c�l.ExO JOINT WITfi u u � C, Zot-O'i 0.G.,T`(P 51"S�T'H �k►Eli FjNKH 0.oT N • • Reim � c�E3 t= bIR c ftJtH rwrt am Cho - MAX 4~-�.J •��4• G� I YZ,� , I �`�' y2 M S!: b ETA1 L. 'H' Thi I S' SHEET .,yam Q lot F-A. �oR Z`(P 5cotzlNG PQ W LK SIDEWALK CONDITION 4 144+9 eaT'• I`Ei pl.. NT V1N� IN ce �� NT : ' o•�. INT I� ?I N I.i (PROFILE) CVM- FI`ZOM �rAK2 f'2ET•41L miI ►3 R 8 FRAME '� �l.i CO��" 1 �.•I`�'�S �`�I . L►✓`„ �IG�S • • • • • 5EE gOTE 10 SF-LOA 0 NO SCALE NO SCALE , NO SCALE VINE COLLAR (IN LAWN AREA ONLY) C CONIC. WALK FINISHING NO SCALED BROOKS BOX & DRAINPIPE THRU CURBCONIC. MOW STRIP (131CONIC. _ Y SEE ENGINEERS GRADING PLANS FOR ALL WALL CONSTRUCTIO MASONRY NOTES L6HT ffWT 1K� Yt �,�►A a I�� K^T` -10 kATY HIGH TVOL 1rj 5m t�ETi°sl L o-I E5 U IgE SQ.pI ut11 FIxTU� -r`r�tr�•L +�.�OR GOl1l�"iN: �'x ct". a�N'tEp dN ANOl�f�.�a �Ol;.$ SLUM �I.oGk w/.t.� SEe ® --'� �,•�. �C �� I', 3 � CONr1EGTION -'fF' WITH 1 1. CONCRETE MASONRY UNITS TO-BE GRADE "N" PER ASTM C-90-52. G �� LON; S ACE!RS WHERE RON Tmr_tiES CI.DCK Te NtATCt-} Fp<TUI"Ke MD rmN +;� K Ra-;wEAd I,V1'I " 519ACIEV-16 � t � 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF f (EIGHT lo'-ort gP�'f�1NG Q WHmr- Ik�l TItAe5�-GTYR COhK'T�C 3 Wine ESTE EvlALL-; sn&c.D 6nez' =w c4.Xmr4 2 "t SLUMP Ia�K- 2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. HF-ISI �(s S" oN COGS_ To KATCH PANG•" COLUMN Al 5'_0IT 130 1ISN ON EITHER 510E cF BEI CH. *�2.R0ST3 I:QuAu-Y �($t�iGz. TANN�a FR�th 1 klf�I.L G' r'�C. VIA' -A. pIGTS o G ' �IZq•q $aGKOP SIDEI�IA 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE ' �,I � • �Lj}�JF'I' � It,JP,Lf'C U�'i`T 5•�5 MWC. � _ 1 Ott O.G.'Tfp PARTS SAND. ,! MAX, � � HeA,VY DUN �a I�LY�. �TTING IFS 8Y STWJCTURA, MEplU[j OOM FINI'5q) Tr- HIH654 4 I � TIF- 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, } PART LIME �6 ,b ��. PUTTY, 31 PARTS SAND PER ASTM C270 52T. Sl�3MIT' . �� S• .M 5. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0 ON CENTER. Trbl, �3 FiGt��Tg 9 9I1� ET 3. TO MF�7�1CIhl� S l�,nlLjg, 9.u_p,G, 6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE ALL PCKET ENI C&ft t,.,�,(,,,��,�5 AT RETAINING CONDITION. � �T'SEo2 T�E 15HOO- n p�tNTEI� .. COATIS h'1EY`l•- O 7. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. ENAMEL 5 �IFICATI0r45• � 8. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WIND 13 I _ 7l$5Q,t UblHA B Tory 15 Tb e +4N , SEISMIC. _ MAX, V;-d. 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615-40. It_ d dei ')i�• earscvETS Q ,0 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS' DRAWINGS. H Er�W �aoM SIN• z 31_01 (pl-'p 11 SpSX(Pa CONC. MOWSTKI-P UNDER t'ENGlr-- I � 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS 15E.NCH X0 5 6J OVERLAP AT SPLICES. l � -m-4Q5 4 ieU-IroRnt� � I I. I-3EL,Ok1 . 9TNLr1TtxAL EIp• 12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL .Di ,v o • BARS. • p 13. ALLOW FOR ADJOINING CONSTRUCTION. III-"III = Ill ! t3 L Gbt- OAZT�oN PER 50tL RM"T 5LUr•1P l.DGI< k1&u Nr H 6Lump .BLOCK I Ra ILS. I• AI.I� PEhCHE5 'Tv B5 It�otJ MOUN7^1N FoRGe 281 -8XR (-114) 325-8328 leEGoMt lbaTtoN9. NO SCALE CAP - orieo MISSION GoLoR NO SCALE 2, fel. MNGH �`�P40t-%71 N t, A`WM�-7r �R l'�NUf;� JKE� gl'� - 14. ALL ORDINAWORKMNCES.HIP AND MATERIALS TO CONFORM TO GOVERNING CODES 3. C�cr�TS F'G�-T1NG5 F� I`'tAt`I11F�G�1X�!`t'S ��dh�(EN,t�T�Uh15 III( -=- IIIII� AND ORDINANCES. ; H IRON FENCE / SLUMP BLOCK WALL G 15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION" LIMIT. BENCH / CONCRETE PAD & LIGHT E WROUGHT IRON FENCE W/ GATE F WROUGHT 16. PORTLAND CEMENT SHALL CONFORM TO ASTM C150.. 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT ALL RETAINING WALLS. .+ GENERAL CONSTRUCTION NOTES 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. h 0 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 AS NECESSARY TO MEET FIELD CONDITIONS BY THE PUBLIC WORKS THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. CHANGE IN HEIGHT OF WALL. ty - K{ � 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. III i r 1 III I I I I I III III 11 ( III I I III 1 1 ( Ij' CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES WROUGHT IRON FENCE INCURRED. 12. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR 21. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO r BE "ORCO MISSION" COLOR. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. SAG THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND22. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL �� 7 I ��I�+ ' �X�� •i � / I+ 1��{�• ,�„�O� I�/I I�•��r,.�.�f� DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. �} f•� :L,'�"1' I\( �i{/I l �jl I 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. (• GaNG �� L '(� (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 14 WALL AND FENCE TYPES SHOWN & DETAILED ON THESE PLANS ARE FOR SEE ENGINEERS GRADING PLAN FOR LOCATION, 48 HOURS PRIOR TO THE INSPECTION.) GENERAL LOCATION, CONSTRUCTION AND FINISHING. SEE GRADING CONSTRUCTION AND QUANTITIES OF ALL WALLS �1 T•�� i�I�I�I V � ✓.' t ��Gj�� 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED PLANS FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR A ON THE IRRIGATIOI�l PLANS PRIOR TO PAVING. ALL FOOTINGS AND REINFORCING. SOILS COMPACTION PER SOIL. ENGINEERS RECOMMENDATIONS. H`�i ��lvl 'a(N't'"IN6, �OV1D� �C•?�tLTIC� 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR i Ir��/f1✓�� 1 �' ��r'ti1�L�I�I�t � �T r'��r�/ ��il- ACCEPTED STANDARDS OF MATERIALS AND.WORKMANSHIP. 1 ADDED awR)oK5 aoX (o-I-Y e) 7. ALL WALKS AND MOW STRIPS STAKED FROM, OFFSETS SHALL BE CONSTRUCTED WITH SMOOTH GRADUAL CURVES. 8. FENCES AND MOWI STRIPS STAKED ALONG PROPERTY LINES SHALL BE . /•I J /� ��r'/ O� !`•1I�j�'/,�I�� ' �Ol��ll ` � � �,•-� �I�i _ STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. DIES DA" APPMROVEO , 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES 90• ANGLE, CITY OF RANCHO CUCAMONGA ��A al UNLESS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONGG PROPERTY 1 LINES. l'RE- TO fLAcEo KlHe"VE401n. VICTORIA VINEYARDS NORTH GRoUNcoVER MSFT QP� IP THE'�H MrA_I(_I-Y AND W4VA b5l.1' . VIA I TRAILS - TRACT 13444 TYPICAL WALK SCORING H CONSTRUCTION DETAILS PREPARED BY: PREPARED FOR: _ , DATE APPROVED r 22397 CITY [NOIN[[R • CONSULTING GROUP Ot[1[~ A[GOMMENO[C� MORSE I��MORSE CONSULTING GROUP LYON PTB rH.,,.� 1�. , A� �.. .��..:...� PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE �.�.�.A�> �" DRAWN r` �t•urxruw7,•"nm rwu+orsui iN[[T 4860 IRVINE BOULEVARD,SUM#201 JOB NO. 240-513 D1 os 14 IRVINE,CALIFORNIA 92714-1299 A16 W I L L I A M LYON t1 t fz a►; z t P.T.B. (714) 7347117 / CH[CK[O I 1 i 4,l DRAWING Pre. 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. A I OATS 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 J FINISH GRADE CONTRACTOR BOX TO BE PLACED SIDEWALK,CURB, err •� LAWN AREAS CONTRACTOR IS TO PROVIDE AT RIGHT ANGLE ETC. �,..• �� SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE ENCLOSURE MYERS NO. MEUG-I-M TO HAROSCAPE EDGE WITH MOUNTING BASE INSTALL AS 11001". , �• • . :' FINISH GRADE yyl P.O.C. POINT OF CONNECTION SPECIFICATION PER MANUFACTURERS RECOMMEN- SHRUB AREAS DATION AS NOT . .• PRESSURE SUPPLY LINES & SIZE (2.1/2" & LGR) CLASS 315 PVC SPECIFICATION l2`t 18`PLASTIC BOX B COVER WR?/ • • I I/ ELECTRICAL CONDUIT TO SOURCE LACI( TOP MARKED� R.C'O J � PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION TO BE PROVIDED BY DEVELOPER •' • ° ( W • •: _ / � . . STAINLESS STEEL CLAMP NON-PRESSURE LINES & SIZE CLASS 200 PVC WALL TYPE CONTROL- CURL TYPE EXPANSION LOOP SPECIFICATION LER MOUNTED INSIDE CONCRETE FOOTING--INSTALL 3° (MIK 24') "K::. '•' �.i �'' i�(ZII ENCLOSURE MIN. ABOVE FINISH GRADE AND ==%%K C- �� SLOPE CONCRETE AT ?.%TODRAIN WATERPROOFED WIRE CONNECTION " �'" "" -••"-•""." .. ,,E SIZE 0 LENGTH AS REQ'D NON-PRESSURE LINES & SIZE (ON SURFACE) GALVANIZED STEEL SPECIFICATION . - ....,.. <". . LIN FITTING URE SCH. 80 PVC NIPPLE N21 CONTROLLER SEQUENCE CHRIST Y'S I.D. TAG(STANDARD) =%�= = ""^=��%%r LINE FITTING 1 CONTROL WIRE TO EACH R.C.V. `�• - 1 � SECURE TO 501fTI0tD ' "' 3+ � GALLONS PER MINUTE I ( I COMMON WIRE TO ALL R.C.V.�S PIGTAIL . . ( J FINISH GRADE � SCH. 40 PVC �yZ{i REMOTE CONTROL VALVE SIZE 1 I CONTROL WIRING(AWG IF 14 MIN.) LAWN AREAS ' ELBOWSCH.40 PVC STREET ELBOW ELECTRICAL PEDESTAL MYERS MEUG-1-M DETAIL NO. I I t3 V1� FINISH GRADE LINE PIPE ® AUTOMATIC CONTROLLERS RAIN BIRD ISC-12,24,32-LPP-K DETAIL NO. I � SHRts AREAS $ , SOLENOID PVC SUPPLY SCH. 80 PVC NIPPLE �\�\ y •,,; x, LINE (SxSxT) SIZE t3 LENGTH AS REQ'D 0 REMOTE CONTROL VALVESIN. oeo RAIN BIRD EFA-CP SERIES DETAIL NO. 2 • f t ' : • •• FLOW ADJUSTMENT FITTING GRADE tpP �' �1 q/ \• 3/4 CRUSHED ROCK 19 FINISKpI• (MW.3 CU R) QUICK COUPLING VALVES RAIN BIRD 3 R DETAIL NO. 3 !% PVC SUPPLY LINE MRPBACKFLOW PREVENTION ASSEMBLY .(B.P.A.) WILKINS 575 RP (MOD-=) DETAIL NO. 4 8 PVC SCH, 40 MALE ADAPTOR ELECTRICAL TAPE-TAPE WIRING AT (TYR 2 PLACES 1 HAMMOND IB631 DETAIL NO. g ;2t!l DUIT INTERVALS OF 12'O.C. 11 �'�� PVC LINE PIPE GATE VALVES (LINE SIZE) NOTES: PVC SUPPLY LINE FITTING SCH. 40 PVC STREET ELBOW NEW WATER METER 1. COMMON WIRE TO BE WHITE 9 CONTROL WIRE TO BE BLACK IN COLOR UNLESS OTHERWISE NOTED. ($ISIS 1 2. r O SPLICES SHALL BE MADE BETWEEN CONTROLLER 9 REMOTE CONTROL VALVE UNLESS COMMON WIRE REMOTE CONTROL VALVES RAIN BIRD EFA-CP-PRS SERIES DETAIL NO. 2 OTHERWISE APPROVED. PILOT WIRE ® 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL NOTE NOTE= USE TEFLON TAPE 1) VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. (SCH. PVC PIPE STAKE VALVES t3 AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED (SCH. �( SPRING CHECK VALVES (RISER SIZE) VALCON ADV DETAIL NO. 6,7,8 CORRECT VALVE SEQUENCE. 2) WHEN MOf� THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MN. FITTING MIN. 36°LONG OR AS SITE OF 3 FT APART. REQUIRES A 1 SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION 31 USE TEFLON TAPE ON ALL THREADED FITTINGS. I TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY 3 TYPICAL QUICK COUPLING VALVE PRESSURE REGULATOR WILKINS 500 SERIES DETAIL N0. a NO SCALE JR-84 "°S"'LI JR-112-5 3 NO �'� ASSEMBLY JR-85 = = EXISTING SLEEVES(PROVIDED BY OTHERS, SIZE AS MINIMUM CLASS 315 PVC ASSEMBLY NOTED) D MOISTURE SENSOR UNIT SYSTEMATIC DETAIL NO. 9 GATE VALVE BRASS NIPPLE '' TEST COCK(TYP. 2 PLACES) (TVP. 5 PLACES) jut 1 2.OR AS NOTED REDUCED PRESSURE BACKFLOW PREVENTION BRASS ELBOW ROUND PLASTIC BOX 8 COVER PRESSURE REGULATOR �• , COVER MARKED:IRRI GATE }` ri _ SIDEWALK,CURB, SET AS NOTED ` BRASS NIPPLE .i Pc as x FINISH GRADE • BRASS UNION m N .�Q >w x LAWN AREAS SPRINKLER HEAD LEGEND STRAINER#b 40 )• a• �!•.' of 3a ; SPRINKLER NOZZLE MESH MODEL at y4 `34 X x FINISH GRADE •'' ' SHRUB AREAS PVC SCH. 40 SYMBOLS DESCRIPTIONS REFERENCE MFR & PART NO. G.P.M. HAD. MAX.SP. PSI BRASS ELBOW MALE ADAPTOR •� ?07 IJP BODY ASSEMBLY f l�I i •1 I / (SET FLUSH WITH FINISH GRADE) Y BRASS NIPPLE �� / FINISH GRADE �. v ^ 1/4, 1/2 & F CIR FLT SHRB HDS RAIN BIRD 1806 - 8 FLT (SAM) .4,.8,1.5 7' 7' 20 DETAIL NO. 6 HANDWHEEL GATE VALVE RELIEF 0 v X 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1806 - 12 (SAM) .5,1.0,2.0 11' 12' 20 DETAIL NO. 6 PORT PRESSURE SUPPLY c:) CHECK VALVE 'HERE NOTED t �/ FINISH - LINE-DSCHARGE 3� �� \ Q v X 1/4, 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 HOSE BIBB PVC SUPPLY m BRASS ELBOW LINE ID 1/4, 1/2 & F CIR FLT LAWN HDS RAIN BIRD 1804 - B8 FLT (SAM) .4,.8,1.5 7 7' 20 DETAIL NO. 7 BRASS PIPE ' BRASS PIPEi �� PVC SCH.80 NIPPLE (Z) (1 0 1/4, 1/2 & F CIS LAWN HDS RAIN BIRD 1804 B12 (SAM) .5,1.0,2.0 11' 12' 20 DETAIL NO. 7 3/4 CRUSHED ROCK (LENGTH AS REQUIRED) PRESSURE SUPPLY BRASS ELBOW t2� LINE-INTAKE J y• �_ • �- (MIN.2 CU.FT ) (S a S■T) O (� � 1/4, 1/2 8, F CII' LAWN HDS RAIN BIRD 1804 - B15 (SAM) .8,1.5,3.0 13' 15' 20 DETAIL NO. 7 BJ • . GATE VALVE PVC E OR ELBOW 1 , • ' LATERAL LINE -PVC MALE (SIZE AS NOTED ON DRAinNG) NOTE: ' ADAPTORS • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12"F ROM WALLS,BLDGS,ETC. X11.2 �.:.• • WHEN UNIT IS NEXT TO BUILDING, WALL, ETC,TEST COCKS ARE TO BE �. SCH.40 PVC STREET ELBOWS ON OUTSIDE. • ALL UNDERGROUND PIPES SHALL BE DOUBLE WRAPPED WITH APPROVED NOTE: GATE VALVE SHALL BE INSTALLED W SHRUB AREAS NOTE: USE TEFLON TAPE ON ALL THREADED FITTING TAPE WHEN USING GALV, STEEL PIPE. UNLESS OTHERWISE APPROVED. 4 TYPICAL BACKFLOW_ PREVE_NTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY 6 TYPICAL SHRUB HEAD ASSEMBLY NO SCALE ( 2 1/2" AND SMALLER 1 JR-85 NO SCALE (3' AND SMALLER) JR-84 NO SCALE (FLUSH TYPE) JR-64 (u • ' ' REPLACE EXISL IRRIGATION ��( • ° TRANSFORMER W/ ONTRO SIDEWALK , CURB, 60 OR / >�a� SYSTEMATIC TRANS ETC. AS NOTED .,•� • .• FORM ER(24N5K) ' ° 24 VOLT ' SPRINKLER NOZZLE INPUT ' 24 VOLT LEADS • SIDEWALK , CURB, ETC. .Q OP-IJP BODY ASSEMBLY LEADS •. i. • (INSTALL 1/2"ABOVE LNISH GRADE 115 VOLT l FINISH GRADE) �� POWER SOURCE —SPRINKLER NOZZLE CENTRAL OVERRIDE SYSTEM C-OMh"►ON—Ab _JLJA \TO TiME CLOCK WHITE FINISH GRACE 12u CHECK VALVE WHERE NOTED RED STaT►oN -PVC TEE OR ELBOW (SxSxT) PVC SCH. 80 NIPPLE " � slACrC SIZE AS REQUIRED _ � �•�Q" DATE APPROVED / PVC SCH.40 STREET ELBOW ( CA>LC>fRm HYDROMAS TEA CITY OF RANCHO CUCAMONGA PVC SCH.40 ELBOW solr�+ot0 " POP-UP ASSEMBLY • " R.C.V. 12 PVC " VICTORIA VINEYARDS NORTH �i (INSTALLED I ABOVE v,►LVEeox PVC TEE REQUIRED) IN FINAL POSITION FINISH GRADE IN RISER SHALL BE AT A OPEN AREAS OR AS MOISTURE SENSOR UNIT - _ TRAILS -' TRACT 13444 SxSxT OR 45° ANGLE NOTED) SCH.40 PVC STREET ELBOW ELBOW 9 TYRI-CAL MOISTURE SENSOR ASSEMBLY • I SCH.80 PVC NIPPY. (LENGTH AS REQ DD) PVC SCH.40 STREET ELBOW - IRRIGATION DETAILS & LEGEND SCH.4o PVC STREET ELBOWS PREPARED BY: PREPARED FOR: _ ;- 1 T. d APPROVED WYIsL•-�L�f—' 2397 NOTE+ CMY 9 N a i vaN R.c... ND. LATERAL LINE ( SIZE AS NOTED ON DRAWING ) 1. INSTALL HEAD (FLUSH WITH TOP OF HARDSCAPE AT INTERSECTION 8 CORNERS. N 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. MORSE CONSULTING GROUP D[siriN AECOMMENDEO NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS �RSE CONSULTING GROUP LYON A.I.C. M. ,Mr��LCICLSCA San m � �" PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE .�C�W714IM DRAWN uiuisnu •HEFT J K'7_'N TYPICAL LAWN HEAD ASSEMBLY $ TYPICAL SHRUB HEAD POP-UP ASSEMBLY 4860IRVINE BOIJLEVARD, SUITE #2o1 G-- oe No. 24o-5s NO SCALE JR-004-84 NO SCALE-b? IRVINE,CALIFORNIA 927141299 e WILLIAM LYON r m�icrm 1 A.I.C. �-2 °'-14— (714) 730-7117 � a,aucaa . 8540 ARCHIHALD SUITE B J � � ��,� A.Q.C., ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6626 RANCHO CUCAMONGA, CALWORNIA 91730 A.W.. DAs W C) \�J O Dov 0 Q �° 8 4 g 3 g 2 1 8 80 79 78 SIG I-4'r r-IKr*ur2-s �(p, 2 30jog � � LONG, a o _ V /, ... :r d� ' • 5/1 ,{/ QI � ••• •• ••• •.• W � _ •.• Q _IVO ( I �' � • ♦ � O/� \ ,w cqj1 . 2 9 - ,,, ��,,-�, ,�� jo•� (/ - to ALI(,� �' ♦`fid 0% AVI JI iDO t 114 -P - cc IF 85- 86 87-,, 88 89 90 91 92 93 W �l'-v ?,0'-O' - \Al�QUU'r- I u� �5uGs �.UMp � 40 28 � 0 -110 m ��• 1r Mow '>'Yi? Mary STS-i FA_B_RIA_NO_PLACE _____ INTr12. C'riG�1 LC! MATCHLINE A SEE SHEET C-2 27 I> n � W�-K INTACT IoN �ro{21 N ° �oklul - QONSTRUCTION LEGEND S�� ENCaINE�iZS S1'R �O(Z T'kAC1" 1254-44 r-OR I Nr:oP-MA1'I oN 0N eRDoKS BOX55 DRAINPIPE '1'HP0L IGH CUA. Ir- THERE AIZ� ANY DISCP-5FANCIES ) NOTIFY LANDSCAPE AF-CH ITECT. - 6' HT. SLUMP BLOCK WALL. A D 1 D CONCRETE WALK* D H . Q D-1 D-1 '—" 6" WIDE CONCRETE MOW STRIP. a WROUG IRON FENCE OVER BLOCK WALL W/COLO N D-1 0 LIGHT FIX URE - SEE NOTE, e fi t ••••••••••• •••••• WROUGHT IRON FENCE & GATE F / D-1 NOTE LIGHT FIXTURE - SYLVANIA "ALLEY KAT" 70 WATT HIGH PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE NORTH TO MATCH FIXTURE. MOUNTING HT. 10'-0", SPACING 80'- 0" r OR AS SHOWN. FOR GENERAL CONSTRUCTION & MASONRY NOTES, SEE I ADDED �izOoKS SOX � DRAINPIPI; THRU CURB �-1 -58 NO r SHEET D-1. -, -- _ DElIN GATE APPROVED CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH TRAILS - TRACT 13444 J CONSTRUCTION PLAN PREPARED BY: PREPARED FOR. DATV G. Z wnvr,ovso �r 22397 � A[COMMENOtO --- CONSULTING GROUP MORSE CONSULTING GROUP C.P.LYO �,I. x . �=eMs. - I PLANNING •ENGINEERING•LANDSCAPE ARCH17EC7URE a DNAWN m•,snn N[tT 4860 IRVINE BOULEVARD,SUITE#201 6711— yLlrCCALmlinIl C.P. �-- JOB NO. 2 4 0-5 6 IRVINE,CALIFORNIA 92714.1299 _- C-1 os,14. - - 7 4 7 0-7117 WILLIAM LYON ?am Cl/�2l ,••• .,o.0- .o,• ( 1 ) 3 � � CNeCKSD 1 prIAWIM NO• n 8540 A SCALE: 1 =30r RANCHO CUCAMONGACA IfORN A 91730 J.S. -sl`—" KEY MAP NO SCALE ' °"" . j i ulO , o IIi MU W ST�i P 2 (.� t7-1 Q. co g Q ti zP _ 121 0- 0 omvE _ FRAGUSA O � — _ — m GO NC • 1`4l�W �-�� , GONG. MOW 5 1`iz1P 0 (,A- 125 `y 126 INT5rJ. 'PION ,� ,� �,o � LINE 56 I461 Op`-O _ 7� 13 131 � LI61I� � Ixfi I o �' 120 5Luk1P �-�r< >44L1, We L0 �4 4 ,o aI°� w-41 VAHr ISL! r-5,Qe,V, �v�I�. v �I~r��.-{ , 50'• 0' 4 _ �o o t�llla Ll. IyCo! (.1 r-!N W/ LIQ Ti - N ••' "o K-21� ocK lip 0 - o X6'0 11 C:" '; T vi c w.� s�3 ,'v ' 2�'a c, �� = w �lD + W :G G4' G. MU`✓1! �� IP �' P, o , 1 _ EL �"�� R=I `° Lu Z �o Z Q - 1� �0 v x fn 1u-~ ,►� ' - �.� -p ti0� v �� NOTE: LIGHT FIXTURE - SYLVANIA °ALLEY KAT 70 WATT HIGH Wt�oi1e- H �' G o � ��UCfF' �! �- oC �,� PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE A 940 �J CONSTRUCTION LEGEND �� TO MATCH FIXTURE. MOUNTING HT. 10�--0", SPACING 80',- 0" `�� OR AS SHOWN. m \�u • A FOR GENERAL CONSTRUCTION & MASONRY NOTES, SEE �p1 - 6 HT. SLUMPBLOCK WALL. D-� SHEET D-1. CONCRETE WALK. p FOR ALL FINISH) ELEVATIONS SEE ENGINEER'S GRADING PLANS 1 I i i E h —•••� 6" WIDE CONCRETE MOW STRIP. p 1 � � 5EE E1�IGINEEIZS STiZI;�'f IMPRDVpMENT pLMS rOp, WROUGHT IRON FENCE OVER BLOCK WALL , fPkC'( 13444 AOR INrORMATION ON F31200K5 F30X5W/COLUMNS �, -- ---- - - z PWAINPiPI�- THF?,OUCiH AqI - ANY - - - - - - PISCizEPANCI5G ) N0fIr-Y IANDSCAP5 �R I-I'EC-r LIGHT FIXTURE - SEE NOTE• AppW PROOKS BOX pRAINPIPS THRU CUR co-I -Sb J. WROUGHT IRON FENCE & GATE F --- REVI ION DATIE APPROVED CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH TRAILS - TRACT 13444 i CONSTRUCTION PLAN PREPARED BY. PREPARED FOR. _ ----. cmr sNoINmw w.e.s. No. 22397 r r sx CONSULTING GROUP ��'GN ptCOMMNOtO � P rM,OR�/SE(�y��C•��O��N��S�ULTING�pG�R�O��U�P� ..' .t:6.,o,:C.o'¢' • • • �/lA��•✓R../�f.LW�V• �/.IaVY I K:V.�fr ENGINEERING•LANDSCAPE ARCHITECTURE �O1h"''S :t . LYON .VM(�,"W7:.�� oAAw ..n.va.o,...,D furt,.n 4860 IRVINE BOULEVARD,SUITE,1201 "� _ s►ast E - C.P. 14 �J- JOB NO. 240 56 IRVINE.CALIFORNIA 927141299 WILLIAM LYON �am C!/�2 t . C-2 � ' (714) 7347117 0-OC• NO oRAwuw Na. 8540 ARCHIBALD SUITE 8^ RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. OATS I �� L SCALE.• 1 =30 KEY MAP NO SCALE I IRRIGATION SPECIFICATIONS 02750- IRRIGUION U=- 4. Befo a the date of the final site review, the Contractor shall 5. Contractor shall be responsible ponsible 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.y lar substitution to equal or surpass the original in every respect. 1_00 GENERA T• or similar mylar material procured frcm 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 Rapidograph, 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) 1.02 QUALITY ASSURANCE & REQUIREMENTS any to the making of controller chart. B. The Architect shall have the sole responsibility for accepting or rejecting any substituted item as an approved ecual to e;uipment and materials listed e. NSF (National Sanitation Foundation r ) approval (not recuired 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 iters: 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, American 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, €. Routing of control wiring. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.03 ELECTRICAL (HIGH VOLTAGE) 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 autanatic controller and provisions of these specifications and drawings shall take precedence. and installed is free frau 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 A_rcbitect. ordinary wear and tear and unusual abuse or neglect excepted. We agree to 6. On or before the date of the final site review, the Contractor shall repair or replace any defects in material or workmanship which may develop B. Provide approved tyle enclosure for meter, similar to that manufactured by 1. A superintendent satisfactory to the Owners Representative shall be during the period of one year from the date of acceptance and also to Myers Electrical Products, Inc. (213) 724-0450, model as specified on resent on the site at all times during progress of the work. deliver the corrected and completed sepias to the Architect Delivery pa p y g repairing �e� ing drawing. Enclosure shall be of adequate size to house autcmatic controller p g p og repair or replace an damage resulting from the r irin or lac of ! 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 2. The Superintendent shall not be changed except with the consent of the furnishing required information that may be omitted from the prints. repairs defects replacementsoadd within a reasonable time as determined b the specified on drawing. Enclosure shall be zinc coated steel, minimum 12 ang P PaY gauge thickness. Cabinet shall be 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 Sectiong13. C. Controller Charts: , Exterior covers make such repairs or replacements within a reasonable time after receipt of to be minimum 14 gauge steel and shall have 3. The Superintendent shall be authorized to represent the Contractor. written notice from Owner, we authorize the Owner to proceed to have said g padlocking, andsht provisions. � � 1. As-built drawings shall be approved b the Architect before controller P Deadfront shall be a hinged type, 16 gauge minirum, and shall not require 9 PP Y 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, 2. Provide one controller chart for each controller supplied. size and type to conform: to NEC and U.L. recniirements. Enclosure shall be 1. Due to the scale of drawings, it is not possible to indicate all PROJECT: furnished with a detachable sub-base with 1/2 inch diameter bolts. offsets, fittings, sleeves, etc. , which may be required. The 3. The chart shall show the area controlled b the aut uratic controller Mounting bolts shall not be visible outside the enclosure after contractor shall carefully investigate the structural and finished Y CON'T'RACTOR•_ _ _ _ _� ___-_..,_-_ _ PHONE NO.• and shall be the maximum size which the controller door will allow. installation on sub-base. Enclosure finish shall consist of one coat zinc conditions affecting all of his work and plan his work accordingly, chromate primer and two coats baked enamel paint. furrrishiW &wlr- fittings, etc., as may be required to meet such ADDRESS:...__.....j.. BY:---- conditions. Drawings, are generally diagrammatic and indicative of 4. The chart is to be a reduced drawing of the actual as-built system, of a maximum size that will fit inside controller housing,the work to be installed. The work shall be installed in such a g, double sided C. All connections between electrical services and equipment shall be in rioid manner as to avoid conflicts between irrigation systems, planting and if required for readability. _ -��- �� - - galvanized electrical conduit, with conduit and wiring size as required. architectural features. DATE OF ACCFkrfR Cf:�_ BY:_,.,._ 5. The chart shall be a blackline print and a different color shall be - r used to indicate the area of coverage for each station, using pastel 2.04 ELECTRICAL (LOW VOLTAGE) 2. The word Architect as used herein shall refer to the Owr•,. or transparent colors. authorized representative. 2.M PRODUCTS ' 6. When completed and approved, the chart shall be hermetically sealed A. Connections between controller and remote control valves shall be made direct burial AWG-UF, 600 volt wire, insulation thickness 364 • inch,with 3. All work called for on the drawings by notes or details shall be between two pieces of plastic, each piece being a mininum 20 mils. 2.01 MATERIALS / furnished and installed whether or not specifically mentioned in the utilizing low density high molecular weight polyethylene insulation. 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, of the irrigation system. specified herein, or approved equals. B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen-JT'ita 4. The Contractor shall not willfully install the irrigation system as Connectors or fusable heat shrinking tubing, and housed in a box. Boxes shown on the drawings when it is obvious in the field that D. Operation and Maintenance Manuals: 2.02 PIPE & FITTINGS for other irrivation use may be utilized for this purpose. obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such 1. Prepare and deliver to the Architect within 10 calendar days prior to A. Pressure Main Line Piping and Fittings: Sizes 2-1/2 inches or larger shall C. Wire sizing shall be a minimum of #14 "UF" 600 volt underground wiring, obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings be P.V.C. class 315 solvent weld type or (as a contractor option) rubber unless a shielded cable is used in which rase 418 ;,Ire nosy be used. Urmn n Owner's authorized representative. In the event this notification is containing the following information: gasket type, unless otherwise noted on drawing. wire to be white in color, and all others a different color. 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 GATE VALVES list of equipment with name and addresses of local manufacturer's Schedule 40 P.V.C. 5. Work of this Section which is allied with the work of other trades representative. A. 3 inches and smaller (unless otherwise noted on Drawings) ; ASTM F-62 brass shall be coordinated as necessary. C. Non-pressure lines (buried) : Shall be P.V.C. class 200. body. 150 pound saturated steam rated; with screwed ;joints; non-rising b. Catalog and part sheets on every material and e;uipmert 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 COUPLIt,G VALVES devices shall be U.L. listed, and so labeled. E. Road crossing sleeves: Shall be P.V.C. class 315 . 1.03 SUBMITTALS C. Guarantee statement. A. One piece type brass body, 1'30 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 PTeld or Rubber Gasket) 1. The Contractor shall furnish the articles, equipment, materials, or 2. In addition to the above mentioned maintenance manuals, provide the 1.. Coupler threads: lug type processes specified by name in the drawings and specifications. No Owner's maintenance personnel with instructions for major equipment a. Pipe: Manufactured from virgin polyvinyl chloride compound in 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 ASTM D 1784 or ASTM D 2241, cell classification 2. Hinge cover: Provide with rubber-like vinyl cover. 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 work. Material list shall include the manufacturer, model number and E. Equipment to be Furnished: b. Fittings (solvent weld or thread) : Standard weight, schedule 40, A. ; Swing check valve, 2 inches and smaller on non-p-essaure lines: bronze or description of all materials and equipment to be used. side gated, injection molded P.V.C. complying with ASTM D 1784, plastic construction, 100 pound s.w.p. female i.p.,�, 1. Supply as part of this contract the following tools: cell classification 13454B, including threads when required. f 3. Fauipment or materials installed or furnished without prior approval B. Antidrain valve: plastic construction, with soft compositi(Jn disc, of the Architect may be rejected and the Contractor required to removec. Fittings (rubber gasket) : Schedule 40 injection threaded outlets stainless steel internal parts. Spring tension adjustable frau 4 p.s.i. to such materials from the site at his own expense. 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. b. One 36 inch soil probeOakfield Model B. gussets. All tees and ells supported with an angle brace asa , 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 Flo-Seal, installed in full accordance with manufacturer and specifications on the basis of the information or san-plea C. Two keys for each automatic controller. recommendations. submitted. d. One quick-coupler key and matching hose swivel and globe 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 supplement2. Manufacturing Company and installed in accordance with their the grantee. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final acceptance can occur, recommendations. evidence that the Owner has received material must be shown to the B. Record and As-Built Drawings•• Architect. 2. Surface installation: Pipe and fittings shall have additional compound 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 frau 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 frau 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 only as a record set. bending or concentrated external load at any point. Any section of pipe OATe "R veo 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 CUCAMONGA the basis for measurement and payment for work completed. These be replaced with new piping. drawings shall be available at all times for site reviews and shall be 1.05 SUBSTITUTIONS kept in a location designated by the Architect. Should the record VICTORIA VINEYARDS NORTH blueline as-Wilt 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-B•-3 materials for those equipment or materials listed on the irrigation TRAILS - TRACT 13444 - 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. The Contractor shall make neat and legible notations on the as-built Use a separate sheet of paper for each item to be substituted. PREPARED BY: PREPARED FOR: - --- progress sheets daily as the work proceeds, showing the work as APPROVED sv BATSz z 2. Provide descriptive catalog literature, performance charts and flow crTv ENo1N5=R - R.c.s, NO. 22 97 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 0951814 A9comw&ND5D must indicate that equipment has been relocated in a graphic manner so 3. 10MNMORSE CONSULTING' GROUP MORSE CONSULTING GROUP Provide the amount of cost savings if the substituted item is rLyN AIC / WPLAMMC.�NrLFMoc�KAPC��vR as to match the original symbols as indicated in the irrigation A.I.C. L.AUX& ssmM approved. PLANNING ENGINEERING LANDSCAPE ARCHITECTURE au.. W^ legend. The relocated equipment and dimensions will then bePW 'v"' 1411*1'a'r•rs DRAWN ■Yrt arur�.nu Purotsut •NStT transferred to the City mylars at the proper time. 4860 IRVINE BOULEVARD, SUITE#201 JOB # 240-516 4. Approval of any item as a substitution or alternate is for de.ic IRVINE,CALIFORNIA 92714.1299 I A.I.C. $P-1 o. 14 only, based on information or p y (714) 730.7,17 ��6 V� I LLI A M LYON r m l -- - samples provided b the Contractor. � �' ra,5c+c501 oRAwI14o 14m 8540 ARCHIBALO SUITE B 1 A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6528 RANCHO CUCAMONGA, CALIFORNIA 81730 I. 2'08 BXMmCW PREvENrtoN umTs B. observation Schedule: D. Trenching and backfill Urder Paving: 3. Identification to shall 9s be attached to each remote control valve, A. Backflow reventor: designed too rate on a "rec`uc*d ressure" 1. Contractor shall be responsible for notifying the Architect in advance 1. Trenches located under areas where paving, as altic concrete or showing number that corresponds with controller sequence. Tags shall p gn pe p principle; ph be manufactured of polyurethane Behr Desopaid, Yellow in color equipped with gate valves arra field test cocks. 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 inchesby 2- y 1 r with R. 1tye strainers at backflow prevention units shall be 125# class cast brass indicated: inches below the pipe and 3 inches above the pipe) , and compacted in Y J,/4 inches. with 40 mesh morel screen,, unless otheniise ncted on layers to 95% compaction using manual or mechanical tamping devices. 4. All boxes shall be permanently marked on top, desiccating type of a. Pre-job conference - 7 days Trenches for piping shall be compacted to equal the compaction of the equipment installed therein stenciled in 2" high black letters/numbers .09 AU1UQfflzC fAK!'faELIER existing adjacent undisturbed soil and shall be left in a firm using AVERO black, NO. 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: fully an type indicated operation,Dr Drawings. le 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 staticxt and 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. Auitmatic Controller shall be mounted in electrical pedestal. e. Ccntrnl W re 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 F420M CCNTpm VALVES f. Lateral line and sprinkler installation - 48 hours replaced as a part of the contract cost. Permission to cut or brea3.05 MOISTURE SENSING EQUIPMENT sidewalks and/or concrete shall be obtained from the Architect. No A. Valve type: spring-loathed, packless diaphragm 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 and pressure regulation ilities where Hated. h. 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 orerating correctly, not less c�peb General Contractor. than four times over a 30-day period. aujust or relocate moisture sensing B. Valve solenoid: 24 volt a.c. 4.5 watt maximun, 500 milli-amp maxino sure, 2. When observations have been conducted by other than the Architect, equipment as necessary. ccrrosiarproof, 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 reuuired to) install sleeve single integral unit. ode• for future installation of water lines and wires, unless otherwise C. Any relocation of. eouipment, required shall be within 15 feet of ori(;lnal, noted. ]ccation 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 cIontroller. event the Contractor calls for a site visit without as-built drawings, E. Assemblies: 3.06 FIELD QUALITY CONI'RcL without completing previously noted corrections, or without preparing 2.11 SMALL IJW SPRINMZR 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 will be scheduled until this charge has been paid and received. performance and to prevent as much as drawing. p possible any overspray onto � 2. Install 10 multiple assemblies in plastic lines. Provide each walks and roadways. No spray is permitted on buildings. - B. Be>a& 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 minimum 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 Contractor shall make Architect at time of final observation. Any iters deemed not detail. In absence of detail drawings or specification pertaining to such adjustments prior to planting. Adjustments may include changes acceptable by the Architect, or not in compliance with these specific items required to coy J.ete work in nozzle sizes or de D. Body shall be equipped with a built-in check valve. nil , perform such work in groes of arc, as required. specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval from satisfaction of the Architect. Architect. p perpendicular to finished grades 2.12 ROTARY SPRINKLER HEADS 3• unlessotherwisedesignatedbonsethe plariE; and at hei,ht and distance 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. A. Type; gear driven, with pop-up sprinkler heads. Lawn and shrub type heads shall be a noted in legend. received all accessories, charts, record drawings, and equipment as moisture before installation. Installation and solvent welding required before final observation can occur. methods shall be as recommended by the pipe and fitting manufacturer. B. Testing of Irrigation System: 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 apprc�ed equal shall be used on all square inch, and prove watertight. B. Part circle heads shall have arc setting as acted. 1. All piping or equipment shown diagrammatically on drawings outside threaded P.V.C. to P V (' and on all threaded P.V.C. to metal joints. . ,• 2. Testi p 2.13 SMALL SHRUBBERY SPRINKLER HEADS planting areas shall be installed inside planting area whenever Light wrench pressure is all that is required. Where threaded P.V.C. ng of pressure main lines shall occur riot ie installation of possible. connections are required, use threaded P.V.C. adapters into which the electric control valves, quick couplers or any otPler ecnlir�rent that pipe may be welded. might prevent a proper test from being performed. A. Sprinklers shall be similar in all respects to type noted on Drawing. 2. Prior to installation, the Contractor shall stake out all pressure 3. All piping under paved areas shall be tested unlet hydrostatic B. Where noted, pop-up type body shall be used, with height as noted in legend height supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum hen permitted pressure of 150 pounds per square inch, and proved watertight, prior on drawing. by local code. 3. All layout shall be approved by Architect prior to installation, 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, 2.14 MOISTURE SENSII��G EQUIPMENT p j repeat test until entire system is proven replace joints and r ' watertight. _ A. General: S. Backflow prevention unit and controllers: Verify exact location with A. Provide model as shown on drawing for lawn and ground cover areas, as the Owner's Representative. 5. All hydrostatic tests shall be made only in the presence of the manufactured by Hydrodyne. 1. All plastic pipe and fittings shall be installed in ccmp]ete accord Architect, or other duly authorized representative of the Owner. No with manufacturer instructions for same. F. Electrical Supply: pipe shall be coir. letel backfilled until it as P y 1 h been inspected, 1. Provide low voltage wires to each remote control valve controlled by tested and approved in writing,. � sensor. 2. If gasket type pipe and fitting are used, provide concrete thrust 1. 115 volt electrical service for autcmatic controllers shall be blocks at each change of direction and at terminal points of all provided for by others. 2. Length of units shall be as noted on drawings. rubber gasket piping. Block in accord with pipe manufacturer's 6. Furnish necessary force pump and all other test equipment. instructions. 2. Electrical service for pkumps shall be provided as noted on drawing. 7. When the sprinkler irrigation system is completed, perform a coverage3. 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. Law 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 sha11 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. Provide a 12 inch expansion to at each correction and directional Ttlis test shall be accomplished before any ground cover is planted. 1. Excavate trenches to required depths. Follow approved layout for each 5• loop system, change. 8. Upon completion of each phase of work, entire system shall be tested! C. Gate valve boxes shall be round plastic boxes with flex lock covers, CARStR9 and adjusted to n+eet site recuirements. or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continuously 6. Use a continuous wire between controller and rEmte control valves. on an even grade. Except as othenvise approved, do not splice wire at any point. All 9. Low voltage wiring under pavirKj shall be tester] for exvtiruity, 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 t the subgrade. 7. Each controller mall be provided with separate ground wire. 3.07 MAINTENANCE I.0Q_ EXE01TION per manufacturer as Install. 3.01 SITE CONDITIONS 4. Provide minimum coverage as follows: G. Automatic Controller: A. The entire sprinkler irrigation system shall be under full automatic a. Pressure supply lines (2-1,/2 inches and smaller) : 18 inches 1 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 B. The Architect reserves the right to waive or shorten the operation period. verify all size dimensions and, receive. Architect's approval prior to b. Pressure supply lines (3 inches and larger: 24 inches drawings. proceeding with work under this section. 3.08 CLEANUP c. Non-pressure lines: 12 inches 2. Controller shall be mounted inside an electrical pedestal. B. Exercise extreme care in excavating and working near existing utilities. H. Flushing of System: 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 and excess dirt shall be resroved from the site, all walks and paving shall by his operations or neglect. Check existing utilities drawings for be broomed or washed down, and any damage sustained to the work of ottiers connected, all necessary diversion work has been complete existing utility locations. e. Raid crossing sleeves: 24 inches 1. After all new sprinkler pipe lines and risers are to d, and prior place and shall be repaired and work returned to its original condition. 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 INSTRUCTIONS h d full head of water used to flush out the s y:tEr:=. so there will be NO interference with utilities or other construction or an1 ` 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 rec fired proper operation of all major equipment. Provide written evidence of the tests are performed. Trenches shall be carefullybackfilled. with the 2• Sprinkler heads shall be installed only after flushing of the system person or has been accomplished to the complete satisfaction of the Architect, 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, mP �'p 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 sprink,ler heads as designated on the , drawin5s and in A. Water Supply: dips, sunken areas, humps 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 2Spacing of heads shall not exceed the maximum indicated on the DEICRIPnON OF REVISIQM DATE "a veo lines. No foreign matter larger than 1/2 inch in size will be drawings. In no case shall the spacing exceed the maxinw.i reconarended 2. Sprinkler irrigation systen shall be connected to water supply points permitted in the initial backfill. by the nt=f,,c.iurer. CITY OF RANCHO CUCAMONGA of connection as indicated on the dryings. 3. Floodingof trenches will be J. Valve Boxes: permitted only with approval of the 3. Connections shall be made sp approxsiblefor e locations as caused by Architect. 1. All buried valves and ewi .cat shall be installed with a r VICTORIA VINEYARDS NORTH drawings. Contractor is responsible for minor changes caused by Pr' proper box. , TRAILS - TRACT 13444, 4. If settlement occurs and subsequent adjustments in pipevalves actual site conditions. 2. Fill area under box, with a minimum of 3 cubic feet of pea gravel sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustments without before box is installed. cost to the Gifier. PREPARED BY: PREPARED FOR: IRRIGATION SPECIFICATIONS cv►Tt /2 2� �� Appaov[D tY cRv ENDINWO `--===� R.c.s, No._.22 9 MORSE CONSULTING GROUP °E•'°N AECC)MMEND<O I�rMORSE CONSULTING CROUP LYON A.I.Q. �r�.PUHrvrr+C.r1av"vxooe o ur�zuAPe,uPaQ,u i u �..0 ,C� •,•,s. PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE •�•� �^m� DRAWN .cv..[ e....trtwrp�nn.is •ur0aucf SNt�T 4860 IRVINE BOULEVARD, SUITE#201 �p JOB # 240-56 IRVINE,CAUFORNIA 927141299 ��E WILLIAM LYON mom r , A.I.C. sP-2D, 14 (714) 1347117 1 U c�ssucia A DRAWING Na. 8540 ARCHIBALD SUITE 0 A.I.C. 1ta - `-� A.Q.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALIFORNIA 91750 DATE I I CoC� L. r LANDSCAPE SPECIFICATIONS PLANTING LEGEND: _j - - 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 SHALL BE CENTERED IN PLANTING AREA. SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITES _ -�- 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURKISHING 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., 56 w►> LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. PEPPERMINT 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. PROCEEDING WITH ANY WORK, THE CONTRACTOR SMALL CAREFULLY CHECK X EP EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 15 GAL. 16 AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY R EAAY-_ _ DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. o ES EUCALYPTUS SIDEROXYLON RED IRON BARK 15 GAL. 47 PIPE. F�"110ED-- 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 TO ej No GLoS OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED 1S NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. *_ f�N 31 OF •ANY CIIQGU L,�ION TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE � LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. DARK PINK AS 39 �Tl-} GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. 17. CONCRETE MOW STRIP FOR' ALL SHRUB PLANTING AREAS SHALL BE NOTED ON PLAN CONSTRUCTED IN A CURVILINEAR MANNER WITH A MIN. RADIUS OF 3' TYP. 15. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, relic`j LlL WIX MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. FALL COLOR 55 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, AFTER24- Z X �I��T � TL 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 PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24'" BOX MATCHED STANDARDS 2 TO DRAIN AWAY FROM WALKS. DRIVEWAY LOCATIONS. 6' BRANCHING HT. GLb7 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED 20, ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SITOULD PER DETAIL. 0- PE PINUS ELDARICA MONDELL PINE 15 GAL. 74 24 BOX AND LARGER BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. 21. 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 _SHRUBS FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SGIT,S AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS QUANTITIES 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 AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ 18" O/C BLUE FLOWERS 721 CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:1 OR GREATER. UPKEEP. `SI IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER SHOULD FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF xxxxnxx x xaxna AG ABELIA GRANDIFLORA EDWARD GOUCHER ABELIA 1 GAL. @ T O/C PINK FLOWER 215 a BE REMOVED TO A MINIMUM 6 INCIT DEPTH. THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN .1 �... � a x x nanxa x NT IS OBTAINED. I�IyW FOR TURF AND GROUNDCOVER PLANTING THE FOLLOWING AMENDMENTS 100 0TY OFRR,CNT GERMINATION THE OPTION TO EXTEND ETHE MAINTENANCE "EDWARD GOUCHER° - �! SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT 1 A 4 - 6 INCH DEPTH L BY. MEANS OF ROTOTILLER OR EQUAL:, AMOUNT PER 1,000 S.F. IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE ��'�I�'�'�'�'�'��'�'� HN HELIANTHEMUM NUMMULARIUM SUNROSE 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED " ' 1 GAL @ 30" 0/C 145 FROM REDWOOD, FIR OR CEDAR SAWDUST COVERAGE REQUIRED. 15 LBS. 12-12-12 COMMERCIAL FERTILIZER rum HS HEMEROCALLIS SPP DAYLILY 1 GAL. @ 12" O/C YELLOW FLOWERS 1875 THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE 22. 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. og°oogoagoogoo0 HG HETEROPTERYS, GLABRA RED WING 5 GAL. @ 5' 0/C YELLOW FLOWERS 30 -AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION °° °°° °°° °°° mix MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING OF MAINTENANCE PERIOD. � FORMULA: P.F PHOTINIA FRASERI PHOTINIA 5 GAL. @ 5' 0/C 155 2 X �IP�MFrER Rc�7i3�L1- 6 PARTS BY VOLUME ONSITE SCREENED SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT PV PITTOSPORTJM TOBIRA VARIEGATED PITTOSPORUM 5 GAL. @ S' O/C 188 ALL N 'tu � AS Tn 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX 23. TURF HYDROSEED MIX: 2 LBS. IRON SULFATE PER CU. YD. OF MIX SEED: 90 � MERIT KENTUCKY BLUE FALCON FESCUEVARIEGATA N 5TAL I_�� A*O�- G LA)-V5 a / AT APPLICATION RATE 12 LBS. PER 1,000 SQ FT.THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN - :- ';�_,_; ; RP RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 1 GAL. @ 3' O/C PINK FLOWERS 790 ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 15AYS ' AFTER CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE 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 GRO-POWER HI-NITROGEN 14-4-9 ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE 170 'ROSMARINUS'OFFICINALIS DWARF ROSEMARY 1 GAL @ 4' 0/C 320 DECREASED. PROSTRATUS 24. GROUNDCOVER HYDROSEED MIX: 8. HYDROSEEDING EQUIPMENT SEED: LBS/AC. PURITY GERMINATION GAZANIA SPLENDENS 12 ?0 % 85 % VR VERBENA RIGIDA ST. PAUL PINK 1 GAL @ T O/C BRIGHT PINK FLOWERS 312 USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITH GAILLARDIA PULCHELLA 3 85 % 75 % AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND ALYSSUM 'CARPET OF SNOW ' 2 95 % 80 % O HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 O'CONNORS LEGUME 1 98 % 85 0/6 XCC XYLOSMA CONGESTUM XYLOSMA LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND 1 GAL @ 3' 0/C 945 SOLIDS FOR EACH 1.00 GALLONS OF WATER. C4LLULOSE FIBER MULCH 1,500 LBS. PER ACRE "COMPACTA" M BINDER SOILS STABILENT 60 GALLONS PER ACRE. `S1 150 LBS /ACRE GRO-POWER HI-NITROGEN 14-4-9 2� � 9. HYDROSEEDING 1 I VINES `� ►'`+ 'I_ �"' A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER 1� SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITIES MULCH. 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW Q. 1 13.• BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY W AND WATERED A3 SPECIFIED. LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL. ® DB DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE 5 GAL. REMOVE FROM STAKE & 46 �- C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX X - COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES FASTEN TO WALL 23 & 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE 26• Any trees within 3 feet of walls, walks, curbs or other potentially S FP' FICUS PUMILA CREEPING FIG 5 GAL. REMOVE FROM STAKE & 97 AND AS APPROVED. root-damaged. hardscape shall be installed with root control containers. Prior to backfilling tree pits contractor shall have City FASTEN TO WALL 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS inspect deep root container installation.. REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST OROUNDCOVER mix TWO WORKING DAYS (46 HOURS) IN ADVANCE OF THE TIME THE INSPECTION , • IS REQUIRED. SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITIES 27. All trees are to be located: ten feet .from any light standard, power 2. 101^M TF-R LIQ' 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON ole or reinforced concrete box; five feet from any drive approach, THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. fire hydrant, or underground structure (e.g. , catch basins, vaults) ; and HYDROSEED MIX GROUNDCOVER SEE SPECIFICATIONS 37,212 S.F. S GAL. TREES: SINGLE STAKED PER DETAIL. three feet from any meter. 15 GAL. TREES: DOUBLE STAKED PER DETAIL. 24" BOX OR LARGER TREE: GUYED PER DETAIL. �� •• ''� HYDROSEED MIX TURF -- SEE SPECIFICATIONS 37,050 S.F. � _ O NOT15: • •O O . QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. L % - CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS & . O ` •`�� / , `,�' 1 � INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS it , ` off$ (SCJ.W IN THE CONFIGURATIONS SHOWN AND AT THE SPECFIED Q-CII - SPACING \ , - DATE APPROVED CITY OF RANCHO CUCAMONGA CONC. VI r�EF COL L#,!,•R IN AL I, u5 �� O O_ TLaIAF All E.�5 ONL.`( Sr-_t . -8• r: - • VICTORIA VINEYARDS NORTH I=WISH G► p� , . ___ .._._. _.. ...._ .c • TRAILS _- TRACT 13444 _ �� ICK ' . .•- : 1 -- '• • . , • LANDSCAPE DETAILS, LEGEND & SPECIFICATION ly2XpEP�4 orft�dT5 `1-L 1 -► - CpuC PREPARED BY: PREPARED FOR: OATS APPROVED ti/ KAW11_: ---. A.c.�, wo. 22397 ' I CfTy ENOINMO RECOMMENDED MORSE CONSULTING GROUP N'KA°��°"yC`."�'"A LYON P.T.B. PLANNING •ENGINEERING•LANDSCAPE ARCHnECTU ...o w... ."�'u"�� j �`'� DRAWN RvK F..r-cALjPJRrucTx1M rµyDE"I R11EIT `� ��c ,'•SHRUBS @ WALK. E PACO . VE SAC 4860 IRVINE BOULEVARD. SUITE #201 / JOB NO. 240- 56 NE PLA IRVINE,CALIFORNIA 927141299 /,& WILLIAM LYON �o trt z rz>rz r P.T.B. S P=3 D. 14 (714) 730.7117 c„Ec,cw 8540 ARCHIBALD SUITE B ; +� ownwlr� ►+�. RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. OATS ' f •��`'