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HomeMy WebLinkAbout1177-L 1 KENYON WAY SCHOOL .a�'-1p. _ o z 1! �9�oy�� Os ci' go=a" f �1-to�tr >►�or u+� K= cocrVVAW � a = ! _ Q '9 1-C R- r3GOTLE L,X/ ►.i j GJ�i jf N - a'F F- 3 •�~~ / 30 D"0 30�O�' � 'T-(P. ; ��''� _ nU'' J•G. Gw tJc� X17 i KE � 106 107 117 ��• �`� ^ �� J u•� z >. �, �, 118 8 ou �� :5z tt7CL Ljj 1�1C., 61 '151L Ie do ` v bc`• .�� ! J r W Y O v 40 \0 PK 139 146 op, ca 105 O 108 116 �� O ,t,t000 c� �� 2 d 119 �� �o ���� _147 d� 137 cr. w 140 d) ��� < v 145 (L t Of Z' cc z a� .j VICTORIA PARK LANE SCHOOL ` z CONSTRUCTION LEGEND &wr% 4� d0 , cQ - - r HT. SLUMPOCK MALL. ' '` IP�'dA� p SEE ENGINEERING GRADING PLAN Off 0001- t z CONCRETE WALK. ' -poi P I C.�.� 5G0�E J4��' G(>N�1!JU E• (? D-1 D-t _ _.. ._- ; .. -69 5 . ►_ r 2 'Ua' G. Ago-►jc., F.�zn RE Q - � G -� f`4 wp+-r 6" W'I'DE CO1�fCRETE MOW STRIP. e ,o - 8-� �1 WROUGHT IRON FENCE OVER LOW BLOCK y WALL W/ COLUMN °-� »4N Ca �/) ;�� tr> 1�. �'��°� 0 LIGHT FIXTURE - SEE NOTE. & o . � ':- w'-�'' 4 5 10 6 T 8 - -- - - - - - - - 7 - - ,�1-6 H41(l14 St►UM P V46�A. LIGHT - SYLVANIA "ALLEY KAr TO 11fIfATT HIGH lb ,,07 30 •o' �.� 16tHr PIxTua .�- � � + PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. 10r-0 SPACING 80'.- 0' l OR AS SHOWN. SEE DETAIL 10eprOo�� I I ►,j� ,/ -'� FOR GENERAL CONSTRUCTION & MASONARY NOTES SEE aM� �i,.o w�� 44 _ !,4►17`(P, r �`�' SHEET D-1 MILANO DRIVE -SEE GRADING PLAN'S FOR LOCATION, CONSTRUCTION AND OUAN I ITES IOW OF ALL WALLS. 5EE ENGINE S1"M51'• 1 ^pct AMP WOOKSWX PRAINPIP5 1114RL4 CUR13 4-1-8b PLANS FOR TRANS 134+1 13445 rov, 1\�J N0?"� INFORMA11B 0N ON ROOKS BOXES DRAINPIPE O � THROUC-4H GURB. I F TH� A� ARE Al D 1 SCWPANG 55 I NOTIFY 1-AN D5C. �'h^ _� - ASH IT"�T. �k -,� - °`� ' CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH INFRASTRUCTURE TRAILS - TRACTS 13442 & 13445 CONSTRUCTION PLAN v _ PREPARED RY: PREPARED FOR. MATZI ZS •�8 Wry ardwe"ma me. MORSE CONSULTING ORO UP . I MORSE CONSULT7NC CROUP C.P. ,•; _ J A[A N+tic.Droimtm•LAA MS"P[AaoafECnlRr "640" OA1AS PLANNING £1VG11V1�£.RING LANDSCAPE ARCNITEC7URE LYON ...OWN SOL",AM.M Am .Ci. "�.?:" � _ OAAwIV u.«rrwr .MtffT 4860 IRVINE BOULEVARD,SURE 0201 Y/teWILLIAM G` P .�B NO.IRVINE,CALIFORNIA 927141299 LYON m a�z r 240-52 S= '� 1--= 1: . (714) 7347117 0540 ARCNft'lALO SUITE t SCALE. 1 =3V; KEY MAP NO SCALP RANCHO CUCAMOMGA, CALIFORNIA 91730 Mw 1177- L W y rt \ Z \ W ♦ N G \ EXIST. 2"WATER METER 0 Z Q ���� A m • EXIST. :f BACKFLOW } _ !G♦ p \ \ PREVENTION UNIT LU J Z = \ EXIST. ELECT. PED. AND Q V'llff 0) ��'♦ ►�" AUTO. CONTROLLER "Pof r . Z O All (L � g w�� - ♦ �4 X 1r \ A2-cr a i � 17, i cc a. Lu z ► v o ..1 Q _ \ it C�. Z U r "� \ 77� 110 .71v c 01 O wj ®� II POC TO DISCHARGE ti SIDE OF EXIST. B.P.AAxLij . eM I \ \ \ ---�/ EXIST. B.P.A. Yj' i \ 2^ • - r9' � �� �Q EXIST.METER WATER ! W I ' r' �\ �O - r ♦at I i d EXIST. ELEC. PED Z; 1� � / J 8 48 [AUTO. CONTROLL!E7R 1 _ 211 i \ J9 �G \ . f f / ' r �c L NOTES J12 GENERA w � I I� � Z'' I 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY ~ A \ • 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 CO WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2 \ \ O \ 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 C y \ 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO J` ti 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 NORTH \ �. /♦♦Q^ ," 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT ♦ �(i LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING ♦ Gj� CONTRACTOR TO SEE THEY ARE DEFINED PR IOR TO INSTALLATION. Q` 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ♦�(i ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. WATER,i"1ETEr-z, 5-8 8`j _ ♦ ���� NO SITE nEVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. KFLo 1 rT PGO F� c HIGH D �^ 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND 1✓Y15-5 T '_cN �c�-K F oM �S STEP�I oN e VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE _ � F146 1- �`l \1,A,lr C -_-3T-!)-_-3T-!) AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD515-N50R S '5 DAA APPR2YED \ ♦ - _� _ PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT ♦ � � �,F •�_ TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO CITY OF RANCHO A \ ♦� DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- CUC MONGA ♦ i =r- MENTS REQUIRED. \ ♦♦ ♦♦ VICTORIA VINEYARDS NORTH ♦ - INFRASTRUCTURE TRAILS - TRACT 13440 IRRIGATION PLAN PREPARED BY: PREPARED FOR: if ----- n ry I[N a o ar D6Q11T1� crTv � / MORSE CONSULTING GROUP M�MORSE CONSULTING CROUP ptGpMMEND[D PI.ANMNC •ENCINF.ERINC LANDSCAPE ARCNTTECT TIRE LYON A.I.C. /�'`.�,�,�,. U„G. ,�,r ,� R I{ ....r... .,,...n.., 4860 IRVINE BOULEVARD, SUITE#1201 G� �D A.I.C. JOB NO. 240-48 IRVINE, CAUFORNIA 92714-1299 _ I-1 a 18 _ .:... .�.K - Xie WILLIAM LYON Team ant 240 52 (714) 730.7117 — 8 Awi `"..• P.. moo. •540 ARCHIBALD SUITE 0 A.I.C. 1'� It 77 L SCALE: 1"=30' KEY MAP NO SCALE A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477--6525 ' RANCHO CUCAMONGA. CALIFORNIA 91730 ,o U A 35 012 oT--= I II211 011 To I N5T^L_L-AT'IoN bF TP-Aj Lg I P42c-:^-:^ �I�LI GON T'�TP- To I�V/I E W ,SID GooRt�I N�c'fE 'R-I KE " P� LAAVS .tee. PL,A,ris F� __- e G ALL NF��E55AR1' 00NN EGT'io IJ 51 e>TLa e5=oUTS, Pr -- ----- - .__ - _- ETO, PAX-*- PLANS SEE P•VAI L-�'�BLE F Rom GI TY 5l� 014 � OF RAN GHo 0U0N�IpNc-+A CaMM UN I TY SEp-VICE5 II P, � Ott e, 1w? -P' �I flEPT. (�14) 98`� - 1858_ — ' 2n G - Gomm G � 017 / n — "� ,S �� k; III ��' ,I p cc co loc el �r� �� -''` %�' ` 2II . I Z Z 2 �,I \ �'� y , , l I p u , Y iL FOR CONTINUATION SEE 1 �� - +► e 2 W LU Y N`rb►♦I p lc PL.145. / `� f F G LIT / � T ��-doop65 Aw Qx - 013 �o �' 112II 010 44 ��; _ ' � ! �� • � ! ♦ .atl' } 1121 INTERCEPT WIRES FROM CONTROLLER „0 `- �- . - '��' 66 AND EXTEND TO RESPECTIVE R. C.V. 015 5 8 \ oc 09 Im 01 -_ V 64 e" 1 � t I�� r�'✓A i f ' 1 OI Ni 67 Ai 112 01614o- 59 , •i M Q10 IIS! GENERAL NOTES t. 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.) 56 / 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE Ott WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2 0- 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. NORTH 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 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. Eo f4oTE P�F�R nIG iJs P�,RKS IR RI�TioN 5-8-8 __ NO SITE:-'=VIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. c, 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 DAW PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- CITY OF RANCHO CUCAMON A MENTS REQUIRED. _ VICTOR1A VINEYARDS NORTH INFRASTRUCTURE TRAILS - TRACT 13442 1 - :-. . _: IRRIGATION PLAN PREPARED BY: PREPARED FOR. -.x. A. 1 -Zb• 8� o•� _ ALP"movso rr D6pliTY cmr ["o,rvm n w.c.a. Poo. MORE CONSULTING ROUP I�MORSE CONSULTING GROUP ptGOMM[NO.O . i. ..- S CO SU G G ,�,�,�. .�,,Pr, - LYON A.I.Q. PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE .-.��, ".f,•. " ma rsnn •M•tT p 48W IRVINE BOULEVARD,SLIrM 0201 JOB NO. 240-48 mit O _ IRVINE, CALIFORNIA 92714.1299 XeWILLIAM -' A.I.C. _ I-2 t� 18_ K - �`- (714) 7 7117 LYON�am crirLz 24o 52 � .... 8540 ARC"MALD SUM • ��� 40- 8 �s ��'�"'�"m Pock. SCALE: 1"=30' KEY MAP NO SCALE AoI�CbA�SOCIATED IRRIGATION CONSULTANTS (213) 477-652 RANCHO CUCAMOfIGA, CALlfORNtA fl17�0 A.I.C. �,� 1177- L+ 'i EXIST. 2WATER MEtER 700' ± 10' FOR CORTMUATION EE I-erEt,11bg PAW L,PNvSaA Pe P'L^RS co �,( J IW STUB-OUT ALL REMAINING f�.E N 1 ON WAY }Q CONTROL WIRES AND (1 ) �� SCHOOL CI IOOI 2U COMMON WIRE FROM CONTROLLER © TO THIS '� POINT Aw ,� P 112i Q 4 5 I 54 ¢� l�f j F--- o-d �„ imp - -tie IV ", `A. I�� /t`` Iln , 1 i►,N 1 ^ ��r � ,00 w -.out, rICL ��► 0�/. ` V -_. I^ a f All 106 ' 07 1 1 ,i I �� Q? 50 'I �' %, �" �,� `�-, , , ,�A I" ' ,. , a cc �i t� t (JI ' ? 12 1 $ Ili n N ;� ,, 3 '�"X (` ' 38Lul 7C' ------ so Q 6 ) � _ _ ....... Q3 a ►� . - , cr- 14 6 0 0 i f 0' . t 10 8 1 1 fi � --- � \ of 105 s� ``, 1 19 �`, �� --- ----.- 147 37 cr_; W1 ELECT. SERVICE TO METER ' # TO�PROVIDED BY O Q I DEVELOPER (EXIST.) SEE VI s EETSCA YA NORTH L� L) _1) _ LANDSCAPE PLANS 111 1 4 5 Q.. I + KENYON W Y of Z ' � PO.C. TO EXIST. 2 V2��PRESSURE Q SUPPLY NE( SCH. 40 PVC 1 za Q kc C7 � VICTORIA PARK LANE SCHOOL � o� ♦ T 12 ` A UTOMA TIC CONTROLLER Q • T16 T 15 �► T14 T 13 II 24 STATIONS l INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CiFiCtltT TO BE PROVIDED BY DEVELOPER \ �� \ -4 f► / > i `< <EXACT LOCATION TO BE DE'i 1,RMINED IN THE FIELD. I � loll �1 , • ti' ' lu 1 11� �W OFz To I N STp. _ATI 0t j of A 2 , �z .- " -J �L.15 IF FIQ^Trol,, 00N TO r�VIEvV lilt AN D 600 k?DLI�hI� W1 T)I t� IldA 1 ► ,1 ' QI 1 1 1 t 1 ► �� ► - 1 1 ' ' a—VT , � TI7 �+ • �I -- 1h �� hN� 1flIN 'E Pt< LArIrKPE SNS , �� n 1) n tl I'la f —tea 1 , �f� .L_ N EGI=ss �- f ` 1 f,, z ..� rl �Y COON E070P 5 '57U STC, f'ARI<- 1�LANS AfZE Pti�/AI LADLE �RoM cP , as 1 f v v vt— —>%; --��--��— v�—v �, I —� I _ ,��,, / ` � '' n t �a ._ _�..._ ___...._.___........__.�._......_._.�.__....____._._._.________-_ _...__�.__._. _, GI?y OF F�.NGHO G,tC'A1�10NGA GOMTr1UNI'T' $EP 1/IGE S SEPT: (�1 I ) X18`) - 18 so. ip 2l AN . t t ra ' + GENERAL NOTES o� 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES ANO ANY �L y r EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS ?i r "�� J MILANO DRIVE SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2. ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE v `' t WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2 t �� ' ; X17 NoT� i�fZ FZ�F�EI�tJcl h{6 I��t�S 5-8-Sf a. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. P-2 2 • .' L � IIzRI6�cTlo P S 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. DATT "R 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- •. WAYS BY INDIVIDUALLY ADJUSTING SPNKLR NDS AND CONTROL VALVES. CITY 1 F RANCHO O CUCAMONGA I. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING I - CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. VICTORIA VINEYARDS NORTH T. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT r INFRASTRUCTURE TRAILS - TRACTS 13442 & 13445 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. _ NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. ' •. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE IRRIGATION PLA N " C PREP PREPARED FOR: AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PREPARED B Y. ob PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT I - Z$ TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO _ - f Aw"ovto wr o"peTY �= _-- crry In►onv=" .� w.c.a. rvo. I�9 9 2 DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- MENTS DJUST _ 1 _.., . a , D[ioN ptCpMM[NDlC MENTS REQUIRED. .;,.. ., I M MORSE CONSUL TING GROUP A•I• • I�MORSE CONSULTING wm me, CROUP RAMC �ftA WONC•fJ�CMEMUIMC 0 LAMWCA Pf AAOTTU-n W Vtl,�tt:��e+r•�d LYON -Ww��-�-' µ _ P>LANMNG •ENGINFF_RING 0 LANDSCAPE ARcHnMVRE -�(,..�... - D/IAWM .rwt.onn SMf�T 'p 4860 IRVINE BOULEVARD, SUfiE A201 ( JOB NO. 240-48 IRVINE, CALJFORNIA 92714-12% XeWILLIAM — D A.I.C. 240-52 I-3 1� 18 LYON `dam ain't (714) 7347117 owc.cltto 40-58 o'gAW►M NO- 8540 TA.I.C. SCALE: 1 =30 KEY MAP NO SCALE AoLCJASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCNOCUCAMONGA. CALWORNIA 91730 T • 11-77-L 7 ♦ w ♦ z Q SII pz �.j♦ Q �t. w 0 g�♦ Z = I . > ♦ I PI Q `��'♦ �' • °C z ��,� EXISTING CALTRANS R.O.W. ' O Q P��! v if�♦ • 29' w w Lu • ♦' cl) 3 I I ♦�. 2o/ 2d w • 159 z I 777 2 "o ' Z _ ol5g OI >- • • •.i" C43 Lli • • • I I • • s ,.p W • Zi .�, >� / ()bO • � O Z o C< p •r C (� O �. o ' le p O ' O O 15 o . p p I W W • ♦I �I 4 (n �Ci 59 I ♦, SEE SHEET SP-3 FOR TREE, VINE, AND GROUNDCOVER O PLANTING LEGEND, PLANTING DETAILS AND LANDSCAPE �`' ♦♦ SPECIFICATIONS. 9� ♦ Q�� NORTH - • I jeglocrom DATE TApZ ! 4` CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH I♦ j - INFRASTRUCTURE TRAILS - TRACT 13440 �;.. ' TREE, VINE & GROUNDCOVER PLANTING PLAN PREPARED 6Y: PREPARED FOR: =x=. :L: ._ i ort 1 -28•fl� - cl �—, w..Rovto r►OC�vTY i. crry [Not...ffw 694= /t.c.t• Poo. MORSE CONSULCROUP R[COMMENfD MORSE CONSULTING GROUP LYON C.P. W.,C. .rw,, P>o ps PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE -.•.»•• A .IV S , .»atsnn MfT 4860 IRVINE BOULEVARD, SUITE#x201 D�1Awwi 0 �p B.H. JOB NO. 240-48 IRVINE,CAUFORNIA 92714.1299 �— twe WILLIAM LYON dam a�z 240-52 Z 1 a — (714) 730.7117 / � o+fcxfio 40-58 C' `• ownwl"m rro f � e540 ARCHItlALO SUITE • J•S• 14 SCALE: 1 =30 KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA t17�0 fA� ���-L i l E 5 \ t' 0 co) WJ O� Ya Q • . ►L W _ • Lu a / 44/ -, Q Z = 000, Q JQ QQ S' • - x x65Q �3 Q' w •• • 5 dao C-K 66 58 64 � o/ - • . N • • .� Z • - Q 67 57 59 59 - �dSEE SHEET SP- 3 FOR TREE, VINE, AND GROUNDCOVER �O PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE v SPECIFICATIONS. OZ NORTH - ...- - DATE-TAPZVw = � CITY OF RANCHO CUCAMONGA _ VICTORIA VINEYARDS NORTH INFRASTRUCTURE TRAILS - TRACT 13442 • TREE, VINE & GROUNDCOVER PLANTING PLAN { _ ` '�' PREPARED BY: PREPARED FOR: i-Za -r- C Ty apwo Nf•Rwy D R.0faPaPt. NO. 7 t'�y�IZ MORSE CONSUL77NG GROUP ,.. t : I :: , "` MORSE CONSULTING GROUP gtGDMMENDEO LYON C.P. PLA WRPVC o Lf4r-"vCnU*sC 0 L4MWA Pf A ,,c�*, ,s PLANNING •ENGINEERING•LANDSCAPEARCNI7-ECTURE —••V �^AW f ` .,1 OwAW/V •vKc 1.uve...or..lip •MffT :O:.: 4860 IRVINE BOULEVARD, SUM 9201 r� �D JOB NO. 240-48 � � IRVINE,CALIFORNIA 927141299 B.H. L-- •�$_ , : ,... "E (714, 77117 Jfte WILLIAM LYON 7�am aunt 24052 2 �• ... ... ..... d.Ec.c�o '140-58 owAWIM Nb. 8540 ARCHIBALD E 9 SCALE: 1•= MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA •1730 i•S• �" 1177— L 3 0 KEY `r u \ l 15g s KE NYON WAY SCHOOL is cc co cr0 rls W i '- &' • oi#0 .,., c/) �l Z ° 106 107 117 118 J z I t� +c PICK 138 .� :: .... � a w 15 139 .• ' a Y v>v Zi 15gco 14 6 Q > O> O J 108 1 16 � � 105 02 vd 119 z, 147 , 137 0� w > j 140 v 145 a z! � Q ac s z Q Q J . 4 VICTORIA PARK LANE SCHOOL 4 co ML All ' •,� 4 Q S 20 0 - 4 5 6 7 8 G 10 72 \ 2 -NOTE: SEE SHEET SP-3 FOR TREE, VINE, AND GROUNDCOVER + + ,PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE 3 SPECIFICATIONS. 5 9 MILANO DRIVE 2 _ CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH INFRASTRUCTURE TRAILS — TRACTS 13442 & 13445 .:r�. TREE, VINE & GROUNDCOVER PLANTING PLAN PREP PREPARED FOR: PREPARED BY. CLATU l • 28 88 Wry aNallw.w w.c.t. No.= 9� O[tION A"CpMM[NO[O MORSE CONSULTING GROUP MORSE CONSULTING GROUP C.P. - I - �ru+evMc 0 pyCN1FI1tDrC 0 tw11�SCAPf� l (y �J��/ r�I ��p/�)�+ �//�(./+` , p [ fpr LYON a: PLA fl�/NG G1.GINEER17VV 0 L AFDS APE A CH !E !Vim. O/�AWN •x cnl�Jc�e.aao 1.iso •►�"LT 7. N� � BOULEVARD, O1 7J013 0- 240-48fB.H. . cwIRVIPE CFCRyA2ieWILLIAM LYON' m ai 240-52 (714) 7347117 . -- o,�c.caa O_ 8 ow.�,l.� „� tu11_i.i i.•+M.+• —i.4rK l:-:.u':e:J::.all:.a:l::d:�i.._ +. •540 ARCHroALD SUITE 0 J.S. 10-� -P I1??-L SCALE: 1"=30' KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 &A" I 2 �0 II D �p !PA3 ookoh. Q �♦ 6p A o z 3 1 z 40 r— w , h NS w ap U = 01, 2 0 � \ P� a 00 mP Q y�� I 50 rz 1 - - z i - 1 r O - XX Z Co _ cu co :: . ........................ _ I 1 �.. . X. I 1 \ y0 o Op00 Y DOOQOO . l! o000 ooa00000000 '� wo i k y -14 tai l� „o w \ I2 N pv w1 i \ 20 PV Q 01) \ , s _ 0 620 40 AA \ o o \ w `V� CD IZ r o ♦ 10 C' ♦ PCO NORTH ♦♦PSG ♦ �„ NOTES: -- - , AR ,♦ CITY OF RANCHO CUCAMONGA SEE SHEET SP-3 FOR SHRUBS PLANTING LEGEND, PLANTING DETAILS, & LANDSCAPE SPECIFICATIONS. ♦♦ i J `:' _- VICTORIA VINEYARDS NORTH t INFRASTRUCTURE TRAILS - TRACT 13440 * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA '= TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES '" ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. -� `=_: . - =�; SHRUB PLANTING PLAN THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE _ PREPARED BY: PREPARED FOR. COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED - �,, — •��, _ ; FOR EACH SHRUB TYPE. ��"�`o ~ w my I 9y r; Ewo�rvffiw w.c.a. No. t r - - MORSE CONSUL TING GROUP D""" f . I��MORSE CONSULTING CROUP R1fCAMMENfD :.:f LYON �.R. . , �. .�.PC PLANNING 9.ENGINEERING•LANDSCAPE ARCHITECTURE —••� DQ AWN •.. c„ucnw.v+•w f/M f fT ~ _ r 4860 IRVINE BOULEVARD, SUrIE#201 JOB NO. 240-48 _ ' 0 •_ IRVINE,CAUFORNIA 9271412% �— J.S. _ S-1 18 yA t / eWILLIAM LY N� — ,.,•w•. (714) 7347117 O Qm.�jQ/yj,t/. 240 52 0� In , / 4 o1atcxEeD 240-58 cm^wtM pdw •540 ARCHMALD SUITE a SCALE: 1 =30 KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 S• .,,w II77-L It J �P by Y Y • ' o 1 Y Y • j LA Vii III ,Z QO �Ya ,�W LL Q o o , ' 65 10 ILO dao V� _� 66 Mr - =1` 58 TJ: cr 20 v R O 64 ` r •••••• I XV- N z OAA 400 vp. &o x4.& = 59 57 IS Ito 56 �O v 02 MOTES: ` NORTH 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 OAR ISR ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE CITY OF RANCHO CUCAMONGA COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED FOR EACH SHRUB TYPE. 15" _ VICTOR'IA VINEYARDS NORTH s INFRASTRUCTURE TRAILS - TRACT 13442 SHRUB PLANTING PLAN _ � ` �_ _ =-_� _ • -���Y PREPARED BY: PREPARED FOR: CATS 28-66 APPROVIRC �►Oil Ao crry E *"97 t y9 tiZ NO�N�w w.c.U. No. ,4 06HORSE CONSULTING GROUP I MORSE CONSUL77NC GROUP - _ PLANMN • • L.R. /1',r� �. .K "VORA wfw►s �lN�� LANDSCAPE ARcHrrECTURE LYON _.��...� ,_I - OwAwN nL.,..,In ►,ER 4860 IRVINE BOULEVARD, SUM 0201 Y&WILLIAM � C.P. OB NO. 240-48 S-2 18 t :_y y .1_.af. ' IRVINE,CAUFORNIA 92714-12% 8(714) 730.7117 LYON�Qm 'Q/nit 240-52 OgEGC� (1 $ OrtAWIMA NO• � � RAMCMO'340 CUCAMO GtAACALD sIfORN A ,1TS0 J.S. * SCALE: 1 =30 KEY MAP NO SCALE a►.. 1177- L I Z v 505 HS )o for- o its v F'' p� v R>' 4�0 �5 X� 55 ACS 10 JCGG o p� 18 pV Izo _ KE NYON WAY SCHOOL 40 0 V 7U 'Cp (5 P c Z Z 3 p F � �y i •_ter x� 4 _ . CO cr G ti O O - s s C� F A :;- fA ti i - y 9 O - - - 1 Ji• `y ui uj - - _ w l\ x I - - I l' tel`. x f M 1 co 1\ - 0 106 Z 107 I •o •I 117 4o A� iI - 11 8 . �2tzp = I M _ Z �z V-p 138 ��� F a Lu Ato ISO 'ji Y�X G _- 7. ?� Iz0 , '�, Q 40 AA 139 F- � M� LIO Xlili ;' 4 _ oti ry 1 6 0 t� �, FP z 0 �> �; _ v Cv�3 4.a J 105 02 108 116 vd 1 19 Z, - o �r 47 , 137 r. w 20 > `L . 140 < o J v 145 a 01 27U H5 I Z' Q ? '.6 RO p z I 4 15 X� J . 5 pV VICTORIA PARK LANE SCHOOL ♦ 5 P1., d � 'Fra 5 8 AG O I p O °\ 30 f 2s v� "t M I' v 05 M P I 4' a 5� P� 18 PP ►00 eV 2 Iz f - I I ,+ 1 2410 I-�S >'\ 1 � I illi IX. ._. 1 _ - - 1 M ••~ '0000 V5 A61 '{ - 10 o 6 7 8 9 SOS H� 3 o �>z 2O :�, 2 � x66 R Fro H5 MILANO DRIVE Sp !20 25� � O , & 2 5 �-? +nr— DATE NOTES: __ '��� - _! CITY OF RANCHO CUCAMONGA SEE SHEET SP-3 FOR SHRUB' PLANTING LEGEND, PLANTING ' VICTORIA VINEYARDS NORTH DETAILS, & LANDSCAPE SPECIFICATIONS. � '-' INFRASTRUCTURE TRAILS - TRACTS 13442 & 13445 CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ` SHRUB PLANTING PLAN - _- PREPARED ED F R: ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. PREPARED BY. O - _ - dal THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE - _ _ gym, 128 db : :, i •�.ovto ear oi►.s COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED [NvN. moo. ly9y FOR EACH SHRUB TYPE. -- 'r MORSE CONSULTING GROUP a.P.N R1[COMM[NO[G �� I�MORSE CONSUL77NC CROUP L.R. /V`r".A�.C%CMC rrC.LVCSCAPE ARDC tC7LW L'a LYON a PLANNING ENGINEERING LANDSCAPEARCHITEC7URE DRAWN „1.,,,.,11, .«. , i' .r 4860 IRVINE BOULEVARD, SUrM #x201 rmhalny C.P. JOB NO. 240-46- IRVINE,CAUFORNIA 92714-1299240-52 -`; os 1= � eWILLIAM LYON tea.:,..• -.. .KI:..: :_ _:. :f:.: :_:.. (714) 73U7117 ..°.• o..[cx.o 40-58 0�nw1M No. •340 ARCHIBALD SUITE 8 rr. SCALE: 1"=30, KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 S .,,T. 11'77- L 13 3 OMITTED GAP FiT'5 'JNGER Au-;j1.,,FRe T4eY orci1R- T MEDIUM >�RoIoT✓I H 6F.'JE FLAt4. T oL D ot`IT 1 /51"CI:7j•t L . 4"7~I r3' 3Lur'IP LOCK# iN FiNI z P,( �� � G . 'P �Gp�c-qu - o ��oN COLOR LM AT e aG. � � 14•' R � Eo eD6 evuAL. nu j F�or� mJo�NT AT 4d o•G SID AT h1.- gv=t IN FINtsH vE ' 6x G:c► ' c. SLUMP SL06K k1&LL -- Z MOCK omro'MIsSlonl' FoR RET CaNC. RING CAST IN `� _ ��OW 5?�lt'AD.1A WkL IN ALL. 'f�A��s o col-oR 'T'IrL 1eEMAIN •1Hic TUBI- t T , _ _ �E FdR FR `-WJt�ING 0, RIET. HmHIoL.rl SEGTION�s Comp,^cT Ii m 9011- rtermT 16 v- w 5. SEE GR ct NG P'_�IJS . INS CONDITICINM. COQ kl/ SIM UNL I� CFO" L 45HT c3HahiN ,aN 10L.PA - _ _ HEIGHT VARIES C � �OIkI -�DII O.G.'T`(R 5H IT�WE'l _ G iEr•!6R'S PLAN - �: ;.1. I 7 ••, 1 Cr1�epI K3 g o AT TIO two Yz 4 a RIc� NOTE' *4 Mw Com. K^NT VirJG 1J CENTER , a °. a .�. wA<l. ►� �. N f��'fr�E FROM ST^KE a v ►� 6 FcxrflN IZ G SE To 1 CALcul '• "(191°�N" hlALl. PSR 0,' � S7KJCTUI` I- Ct4GR. t7Ep II. b i t ARW FOR TYPICAL SCORING AT • e WALK INTERSECTIONS SEE C' D-1 SEE ENGINEERING GRADING PLANS FOR ALL WALL CONSTRUCTION NO SCALE SLUMP BLOCK WALL NO SCALE A CONC. MOW STRIP NO SCALEB CONC. VINE COLLAR (IN LAWN AREA ONLY) C CONC. WALK FINISHING NO SCALE p WNG. kJAL.K - rcfR, 7YP CoNO. ♦�, _ MASONRY NOTES � LSGt�IQi N T�l_I N E - compec toN�v+�1�L aNt cd t rt REc HBA D- (9) S►Qi CONr�GT1A� 'TYP W tTH I' t�eT�IL. - LOIVv GeACVRS k1`ERIr RON TOUCHES 81-xK = ti \\� \1 f'/� t + 1. CONCRETE MASONRY UNITS TO BE GRADE "N" PER ASTM C-90-S2. i EQ�1Ll.., 6.. r.�`N Ct�C.IJ1"II4 Z �! SLt�MtP �K 1ti _ / 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF /�X4 WALL G- mI CkOWMI-I Al 5'QAG K .� 0 2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. Of' 5/VGk/AL_V- III III III III III III III 111 111 ! 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE - �6�?111dM6 TE C i !I 1 FbS� ® •r.� I PARTS SAND. did :rwc. �ertTtri�L-f 4 ac. Log?. %A �G 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, I PART LIME / ANI ✓f'4_,_ ���✓IAF \ I �i/�'' /� cD PUTTY, 31 PARTS SAND PER ASTM C270 52T. '�---MEM tJM �IeG�OM 1=1t�I5t�1 T� 40 1�1 I ���/I �V��/ Y' Iv^� S. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE A o�e AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10•-0" ON CENTER. • CON C. �"�D GR L - jI. `/Oh461 �Il/ AI�/1� P 6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE ro 6E 7L-USH �/ - AT RETAINING CONDITION. LIGHT FOCT DIRE!i�a►�I or- E�i"� P1►•11�,N,ZYP 7. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. . . . • • . . Zi _OI) . • " . . ' '• - N I�.1 �' - IG R �, CP�l�l�l �'olIJT1sJ6 �D� A��H I.T1G 8. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WIND . - 44 . SEISMIC. � D �XPtSIfl►�1 �i�T M> r� ���� 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A61S-40. �•- ` �,�� � (6049-TO �•rj^,I„I PA 1Q&)(34Vi ac r ax� � 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS' DRAWINGS. �� II=1xTL�IftE '� ' �Lv�{v� �iw�rll v Al"/"� 11. ALL FREESTANDINGWA ALLEY KAT -1p STT +} II�H w LLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS _ t SST Sot�1uM ;=lx-�.i1 11 GHAc�6 Or- : IFeo 04 . vjo 4riw6p Ta v �D'rC'/ OVERLAP AT SPLICES. �� 12 h'' OLP47W ON ANCt7IZEb �L.E T 12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL 1=1XTL,JRE-1`rfOl,l N I NG HA� �D)V7 POI�4 7, (T)?.� BARS. I T 5U r a�-�K klAU l,rrH &0r,*r BLOCK I �� EI65HT I -Call SIo,oC1 1 13. ALLOW FOR ADJOINING CONSTRUCTION. I-i t�C-C 8b -D.t 0&P - otZCp •M I SQ oN 6 COLD e�u �s sHowN oto CONST. �N . No sc,�u.E `f" � �'filr�I6,fi�l.��G� �Iffi' �� 14. ALL WORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING CODES SEE ENGINEERING GRADING PLANS FOR ALL WALL CONSTRUCTION AND ORDINANCES. LIGHT FIXTURE/CONCRETE PAD NO SCALE E WROUGHT IRON FENCE/SLUMP BLOCK WALL F TYPICAL WALK SCORING G 1S. DESIGN BASED ON U.B.C. *NO CONTINUOUS INSPECTION"LIMIT. 16. PORTLAND CEMENT SHALL CONFORM TO ASTM C1S0. X /0• 8 PER �/ 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT STD. 303 2)•4 BAR ZA'LONG ' :el.5, 5TEEL- �'A OVER DRAIN GENERAL CONSTRUCTION NOTES ALL RETAINING WALLS. 'THMJ 18. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORMAII` IP AND in?424 C"T In" � DRAIN rl'MINI ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK PARKWAY GRATE ►5' 5TEELTNfa1 - / INCREMENTS. INT.-11o• % -.2 s' } 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR 11. STAKING OF ALL MEANDERING WALKS TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY SHALL BE APPROVED IN THE FIELD AND ADJUSTED {•-5--•I I L_ k. THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. AS NECESSARY TO MEET FIELD CONDITIONS BY THE PUBLIC WORKS 19. EXPANSION JOINTS SHALL BE LOCATED AT t50' MAX. AND AT MAJOR �g �Z� CHANGE IN HEIGHT OF WALL. �•, ` INSPECTOR, PROJECT PLANNER AND LANDSCAPE -ARCHITECT PRIOR SECTION A-A 2. CONTRACTOR SHALL VERIFY LOCATION 'OF ALL UTILITIES PRIOR TO TO CONSTRUCTION. 20. ALL GROUT SHALL BE NATURAL COLOR. CURB CONDMON PROFILE NOCUR ED.TION AND SHALL BE HELD LIABLE FOR ALL DAMAGES 12 SUBMIT SHOP DRAWINGS FOR APPROVAL FOR WROUGHT IRON FENCE. 21. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO oovcR wr 61f rev I 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. 13. REFER TO GRADING PLANS FOR ADJACENT TRACTS FOR GRADING OF BE "ORCO MISSION" COLOR. ere ,q tK1 lODT MINTED OR GALVANIZED THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND TRAILS. WT.-22-10300 AS REO. DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 22. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL ar-►ER 12•-16069 14. WALL AND FENCE TYPES SHOWN & DETAILED ON THESE PLANS ARE FOR BE CONCAVE. ,! aasrRArElorTeareAel 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED GENERAL LOCATION, CONSTRUCTION AND FINISHING. SEE GRADING „ 33 ks- gmTHRU ��� AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. PLANS FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR SEE ENGINEERING GRADING PLANS FOR LOCATION CRAIN (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF ALL FOOTINGS AND REINFORCING. SOILS COMPACTION PER SOIL. �+ 1 Z• MIN 4• 48 HOURS PRIOR TO THE INSPECTION.) ENGINEERS RECOMMENDATIONS. CONSTRUCTION & QUANTITIES OF ALL WALLS • )FM T S. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATP \ :s ON THE IRRIGATION PLANS PRIOR TO PAVING. r�Au • _� �� •' (f� 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR _ �A ACCEPTED STANDARDS OF MATERIALS AND.WORKMANSHIP. I AWF-P 13ROOK5 130Y MNNPIM DF,TAI 1 I I! 7. ALL WALKS AND MOW STRIPS STAKED FROM. OFFSETS SHALL BE SIDEWALK COi�IDiT1�iV CONSTRUCTED WITH SMOOTH GRADUAL CURVES. �.� (PROFILE) 8. FENCES AND MOW% STRIPS STAKED ALONG PROPERTY LINES SHALL BE � e Weare � .r� _ STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. � coNsT: F�.Ar�lS �e ��TIo rl s DATE boF= bteP�lN 9 UNLESS MOW STRIPS SPECIFICALLY OINALL SHOWNADIFFERENTLIYO E.G.FENCES ALONG 9PR0 PROPERTY CITY' OF RANCHO CUCAMONGA LINES. Ic 6" MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL SHRUSIG90UND NO SCALE COVER AREAS AND TURF AREAS. 6" MOWSTRIPS SHALL ALSO BE PROVIDED WHERE CITY MAINTAINED AREAS ARE ADJACENT PRIVATELY VICTORIA VINEYARDS NORTH BROOKS BOX & DRAINPIPE THRU CURB H MAINTAINED AREAS. INFRASTRUCTURE TRAILS CONSTRUCTION DETAILS. PREPARED FOR PREPARED BY: • I CATs � C �� - AW"OVao &V Vfk--� Al - erre aprolewaw . t -- -�- ' w.e.a. wo. �� { v MORSE CONSULTING GROUP oa"'" tI� �IMORSE CONSULTING GROUP wNNcam nerwoaa LYON P.T.B. r4 wft-. c.VOCAMWIC 0 LA/Afl WAK Ale00Trt-rL4'E pe. PLANMNG •ENGINEERING•LANDSCAPE ARCHITECTURE aw•�w.o,....0 wm •V•..(AA.rJ... i114 la. DRAWN www ,r,. 1*140 ••+aaT 4860 IRVINE BOULEVARD, SUITE 0201 / �� IRVINE, CALIFORNIA 927141299 7 P.T.B. JOB NO. 240-48 (714) 7RNIA 9 X& WILLIAM • LYON `tom a,rr t 240-52 -Q�a 1= $540 ARCHMALD ti1JITE 8 s' owAwle�w Poe.RANCNO CUCAMONOA, CALWORNIA 91730 J.S. a^„ • t � !-• IRRIGATION SPECIFICATIONS 02750 JBR1G&Z= M=M 4. Before 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 ryl.ar substitution to equal or surpass the original in every respect. 1-00 .GENERAI 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 hylar material. Such pen shall be similar Architect, Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by RapidDaraph, 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 6. Pressure rating in A.S.T. (not required on drip tubing) prior to the making of controller chart. S. The Architect shall have the sole responsibility for accepting or rejecting 1.02 QUALITY ASSURANCE & REQUIREMENTS any substituted item as an approved equal to equipment and materials listed e. NSF (National Sanitation Foundation) approval (not required 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-meld 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, f. Routing of control wiring. GCTARANTEE FOR SPRINKLER IRRIGATION SYS'T'EM 2.03 ELECTRICAL (HIGH VCIL,TAm) workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the g. 0uick 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 provi&d by work has been completed in accordance with the drawings and specifications, others. D. Superintendent: h. Other related equipment as directed by the A��hitect. 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 type 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 Hyers Electrical Products Inc (213) 724-0450 model as s deliver the corrected and completed sepias to the Architect. Delivery repair or replace a damage resulting from the repairing or eplac of 1 pacified er on present on the site at all times during progress of the work. of the sepias will not relieve the Contractor of the responsibility of � P �' g � g ; rn9 drawing. Enclosure shall be of adequate size to house autcrnatic controller P spo Y such defects at no additional cost to the Owner. We shall make such specified on drawing. Enclosure shall be zinc coated steel, minimum 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 r lacements within a reasonable time, as determined the gauge protected against corrosion in upe ung pt Pa eP au a thickness. Cabinet shall be 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 written notice from Owner, we authorize the Owner to proceed to have said g padlocking provisions. 3. The Superintendent shall be authorized to represent the Contractor. P Deadfront shall be a hinged type, 16 gauge minimum, and shall not require 1. As-built drawings shall be approved by the Architect before controller repairs or replacements made at our e).Tense and we will pay the costs and the use of installation or servicing. All factory installed canponents 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 NBC 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 by the automatic controller Mounting bolts shall not be visible outside the enclosure after contractor shall carefully investigate the structural and finished and shall be the maxim= size which the controller door will allow. 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, chromate primer and two coats baked enamel paint. furrrishiriT such fittings, etc., as may be required to meet such ADDRESS: 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 e con a maximum size that will fit inside housing, double sided C. All connections between electrical services and equipment shall be in rigid the work to be installed. The work shall be installed in such a ,,...,�.�, � _ _ ___ _ _ galvanized electrical conduit, with conduit and wiring size as required. manner as to avoid conflicts between irrigation systems, planting and if required for readability. architectural features. DATE OF ACCEPrRICE:- _ _ _ --_ _ _-- BY:- 5. The chart shall be a blackline print and a different Dolor shall be used to indicate the area of coverage for each station, using pastel 2.04 ELE7CTRICAL (LOW Vc1LTAGE) 2. The word Architect as used herein shall refer to the Owr,,. or transparent colors. 2_00 PROLXx'1� authorized representative. A. Connections between controller and remote eartrol valves shall be made with 6. When completed 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 minimum 20 mils. 2.01 MATEtIALS furnished and installed whether or not specifically mentioned in the utilizing low density high molecular weight polyethylene insulation. General: Use only new materials of brands and types noted on drawings, specifications. 7. These charts shall be completed and approved prior to final acceptance A. B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen-Witt of the irrigation system. specified herein, or approved equals. 4. The Contractor shall not willfully install the irrigation system as Connectors or fusable heat shrinking tubing, and housed in a box. E3oxe� shown on the drawings when it is obvious in the field that D. Operation and Maintenance Manuals: 2.02 PIPE & FITTINGS for other irrigation use may be utilized for this purpose. obstructions, grade differences or discrepancies in area dimensions C. Wire sizing shall be a minimum of 1114 "UF" 600 volt underground wiriii 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 g g g, obstructions or differences should be brought to the attention of the co lotion of construct ion two hard cover binders with three rim be P.V.C. class 315 solvent weld type or (as a contractor option) rubber unless a shielded cable is used in which cane 418 wire ray be used. Ccrmmn ' w gasket t unless othenvise noted on draw wire to be white in color, and all others a different color. Owners authorized representative. In the event this notification is containing the following information: g Y1 � 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. A. 3 inches and smaller (unless otherwise noted on Drawings) : ASTM on- brass 5. Work of this Section which is allied with the work of other trades representative. C. Nan-pressure lines (buried) : Shall be P.V.C. class 200. body!, 150 round saturated steam rated; with screwed points; non-rising shall be coordinated as necessary. b. Catalog and part sheets on every material and equipment installed scem.- 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 QLICK CWPLgG 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, 1:i0 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 folldo: opening at base, permitting operation with a special connecting device A. Material List: eg rment. (coupler) designed for this purpose. 1. P.V.C. (solvent Weld or Rubber Gasket) 1.. 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 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 ASTt4 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 andb. Fittings (solvent weld or thread) : Standard weight, schedule 40, A. : Swing check valve, 2 inches and smaller on non-p-ess-ire lines: bronze or description of all materials and equipment to be used. E. Equipment to be Furnished: side gated, injection molded P.V.C. complying with ASTM D 1784, plastic construction, 100 pound s.w.p. female i.p.... ]Equipment or materials installed or furnished without prior approval 1. Supply as pert of this contract the following tools: cell classification 1345413, including threads when required. Ft, Antidrain valve: plastic construction, with soft comTpositicn.. disc, 3• of the Architect may be rejected and the Contractor required to rerove Co Fittings (rubber gasket) : Schedule 40 injection threaded outlets stainless steel internal parts. Spring tension adjustable from 4 p.s.i. to Y j ' a. Two keys for orening valve boxes. such materials frau the site at his own expense. 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 probe, Oakfield Model B. gussets. All tees and ells supporter] 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 oontroller. 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 aM glebe valve " for every tenor fraction thereof, valves installed. c�. 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 oy 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 gs: Architect. for ultra-violet resistance, Schedule 40. 1. The Contractor shall provide and keep up to date and axmlete "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 ATir r►R Ep shall be used only as a record set. 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 ON G A 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-built progress sheets not be available for review or not A. If the Irrigation Contractor wishes to substitute any equipment or INFRASTRUCTURE TRAILS 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 - 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 take place prior to payment of that assessment. 1. Provide a statement indicating the reason for making the substitution. IRRIGATION SPECIFICATIONS 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: o,," l• Z8.88 progress sheets daily as the work proceeds, showing the work asc�2ive catalog literature, performance charts and flow [NO N.OVWO :� . Provide descriptive ��"fY PI.C... POO. � 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 DESIGN gEGONIMENO■o must indicate that equipment has been relocated in a graphic manner so MORSE CONSULTING GROUP A.I.C. �MOR.SEhCONSULLMDINAc GROUP �v� ne s 3. Provide the amount of cost savings if the substituted item is LYON l as to match the original symbols as indicated in the irrigation approved. legend. The relocated equipment and dimensions will then be ' PLANNING ENGINEERING•LANDSCAPEARCHITEC7iIRE M110,,.,� 4860 IRVINE BOULEVARD, SURE #1201 � ogAwN wY.. JOB #� 240-48 PALO MM" '.,•� transferred to the CITY MYL.Ar� at the proper time. 4. Approval of any item an a substitution or alternate is for design IRVINE, CALIFORNIA 92714-1299 ��� WILLIAM LYON T om Cruet A I.0 SP-1 18 only, based on information or samples provided by the Contractor. X714) 7347117 h r 240-52 / o CD-48CXso 240-58C36%'^ NM .dc •540 ARCHIBALD BUTTE SJ4I ��_ RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. 0Aw 2.08 Biti70'[m PREvmr 0[aT5 8. Observation Schedule: D. Trenching and Backfill ter Paving: 3. Identification t shall be at A. Backnow prem. or: designed to operate on a "reed pressure' Mci le; � attached to each remote control valve, P paving, asphaltic concrete or shoving number that corresponds with controller sequence. Tags shall equipped with gate valves and field test Docks, 1. Contractor shall be responsible for notifying the Architect fn advance 1. Trenches located under areas where asph be manufactured of polyurethane Behr Desopaid, yellow in color with for the following observation meetings, according to the time concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches by 2-1/4 inches. indicated: inches below the pipe and 3 inches above the pipe) , and compacted in 4� All boxes shall be permanently marked on t designating t of R. lure strainers at backflow prevention traits shall be 1251 class cast brass layers to 95� compaction using manual or mechanical tamping devices. pe y �+, cp�, g ype With 40 mesh morel screen, unless otlienrise ncted on cirmirc. a. Pre-job COnferenoae - 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 existing adlacent 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 TII�IPORARY REPAIRS A. Type: fully type with operation,Drawings. 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 stat;csr� tad type indicated on >DraWings, paving work. A. The Owner reserves the right to make temporary repairs as necessary to keep d. Automatic controller location - 48 hours the sprinkler system equipment in operating condition. The exercise of I. hall mlannt type in a housing with locking hinged r. 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. Automatic cm*roller *ball be counted in electrical pedestal. e. Control vire 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 210 IMPO E VXVES f. Lateral line and sprinkler installation - 48 hours replaced as a part of the contract cost. Permission to cut or break 3.05 140ISTURE SENSING EQUIPMENT sidewalks and/or concrete shall be obtained from the Architect. No A. Valve type: sprhx-laded, 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 h. Final site review - 7 B. Check the en to ensure that sensors Are capabilities where noted. days 3. Coordinate installation of piping and wires under paved areas with operating correctly, not less General Contractor. than four times over a 30-day period. adjust or relocate moisture sensing Z. Valve solenoid: 24 volt a.c. 4.5 Nett maocinum, 500 milli-amp maximum sur-*, 2• When nervations have been conducted by other than the Architect, equipment as neces&ary. show evidence in writing of when and by whom these observations were 4. The installing contractor ccrrosi roof stainless steel construction g may (but is not reaiired to) install sleeve on-p , , epoxy encapsulated to forma single integral unit. �made• for future installation of water lines and wires unless otherwise C. Any relocation of. equipment required shall be within 15 feet of origins]. Hated. 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-ftilt drawings. In the controller. event the Contractor calls for a site visit without as-built drawings, E. Assemblies: 3.06 FIEF QUAL= CDNTRcL without completing previously noted corrections, or without preparing 2.11 SPPU IA+R SIPRTNXIFR MEADS the system for said visit, he shall be responsible for reimbursing, 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. ti performance and to prevent as much as possible any overspray onto 2. Install W multiple assemblies in plastic lines. Provide each walks and roadways. No spray is permitted on buildings. a. eeacls 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 1. The Contractor shall operate each system in its entirety for the 3. Install all assemblies specified herein in accord rkv with respective provide proper and more adequate coverage, the Contractor shall make C. Nozzle shall rise a mtintimmm of inches. Pec aspect , Architect at time of final observation. Any items deemed not detail. In absence of detail drawings or specification pertaining to such adjustments prior to planting. Adjustments may include changes acceptable the Architect, or not in compliance with these , perform such work in in nozzle sizes or degrees of arc, as required. D. Body shall be equipped with abuilt-in check valve. �' specific items required to complete work specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval from 2.12 I 86 satisfaction othe Architect. Architect. 3. f All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plant: and at height and distance A. Type: gear driven, with pop-up sprinkler heads. Lawn and shrub type heads 2• The Contractor small 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. 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 recce aTended the B. Testing of Irrigation System: by pipe and fitting manufacturer. 1. Equipped with built-in check valve D. Physical Layout: 5. On P.V.C. to metal connections, the Contractor st,rll work the metal 1. Test all pressure lines under hydrostatic pressure of 150 pounds per B. Part circle heads shall have arc setting as noted. connections first. Teflon tape or approved equal shall be used on all square inch, and prove watertight. 1. All piping or equipment shown diagreatuin ically on drawings outside threaded P.V.C. to P.V.C., and on all threaded P.V.C. to metal joints. Testi o 2.13 Sr1AIL SF1fZDBBF.I�t SPRIRXLER 1�S planting areas shall be installed inside plant area whenever Light wrench 2. Testing f pressure main lines shall occur prior to installation of thq g pressure is all that is required. Where threaded P.V.C. electric control valves possible. connections are required, use threaded P.V.C. adapters into which the , quick couplers or any other equipment that A. Sprinklers shall be similar in all respects to type noted on drawing. 2. Prior to installation, the Contractor shall stake out all pressure P1Pe may be welded. might prevent a proper test from being performed. 3. All piping under paved areas shall be tested under hydrostatic B. Where noted, pop-up type body shall be used, with height as noted in legend supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimnn height permitted pressure of 150 pounds local code. per square inch, and proved watertight, prior on drawing. 3. All layout shall be approved by Architect prior to installation. by to paving. C. Body shall be equipped with abuilt-in check valve. 7. Quids coupling valves: Unless otherwise indicated, locate valves 4. Sustain pressure in lines for not less than 6 hours. If leaks 3.03 INSTALLI�'ICJN 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 A. Provide model as shown on drawing for lawn and ground cover areas, as 5. All hydrostatic tests shall be made onlyin the esenoe of the manufactured by Hydrodyne. 1. All plastic pipe and fittings shall be installed in Mete accord the Owner's Representative. Architect, or other duly authorized representative of the Owner. No with manufacturer instructions for same. P. Electrical Supply: pipe shall be cccrpletely backfilled until it has been inspected, 1. Provide low voltage wires to each remote control valve controlled by 2. If gasket fitting p tested and approved in writing. sensor. g type pipe and fitt are used, novice 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 necessary force pump and all other test equipment. 2. Length of units shall be as noted on drawings. rubber gasket piping. Block in accord with pipe manufacturer's instructions. 2. Electrical service for pumps shall be provided as noted on drawing. 7. When the sprinkler irrigation system is completed, perform age 3. Unit shall be equipped with central bypass system. �P . Pe a cover test in the presence of the Architect, to determine if the water 3. Line Mem 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 limes of other trades. Parallel lines shall main lines unless otherwise approved. materials and perform all work required to correct ark, 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. S. Trenching: inadequate, without bringing this to the attention of the Architect. gh maximum 12 feet on center. This test shall be accomplished before a --carpi cave B. Valve box extensions shall be by the same manufacturer � the valve box. 1. Docavate trenches to required depths. Follow approved layout for each 5. Provide a 12 inch expansion loop at each ootvhection and directional comp any , r is planted. system. change. 8. Upon completion of each phase of work, entire system shall be tested C. Gate valve boxes small be -curd plastic boxes with flex lock covers, C�►RSOlV and adjusted to meet site recuire+�ents. or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continurnffily 6. Use a continuous wire between controller and remote control valves. on an evenrade. Except as otherwise approved, do not splice wire at any point. All 9. Low voltage win under D. Remote control valve boxes shall be rectangular plastic boxes, CAPT" or g approved splices shall be enclosed in an acceptable box. to paving '�'c--' shall be tested frit cx�ntiruity, prior approved equal, with hinged covers with flex lock. 3. Where s�grade.lines occur order paved areas, consider dimension to be below the 7. Each con roller shall be provided with separate ground wire. 3.07 lIAIRTF1wCE 3Lon_ MR In 11 4. Provide minimum coverage as follows: G. Automatic Controller: A. The entire sprinkler irrigation system shall be under full automatic 3.01 SITE OONDITIC7ES a. Pressure supply lines (2-1/2 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. 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. A. All scaled dimerhsiorrs are aipproximate. The Contractor shall check and b. Pressure shall s. verify all size dimensions arid, recei.vr• Architect's approval prior to supply lines (3 inches and larger: 24 inches ng 3.08 CZEAIQUP proceeding with work under this section. 2. Controller shall be mounted inside an electrical pedestal. C. Ron-pressure pines: 12 inches B. Exercise extreme care in excavating and working near existirig 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. llushirg of Systems and excess dirt shall be removed 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 others e. Road crossing sleeves: 24 inches 1. After all new sprinkler pipe lines and risers are in plr+cae and shall be r g existing utility locations. Connected, all necessary diversion work has been completed, and prior repaired and work returned to its original condition. C. Coordinate installation of sprinkler irrigation materials including i C. Backfilling: to installation of sprinkler heads, the control valves shall be opened 3.09 OPERATING INSTRUCTIONS . � 9a �9 P P'e. so there will be No interference with utilities or other construction or and full head of water used to flush out the syttEr... A The Contractor shall be required to train Owner's maintenance persm;mhel in . difficulty in planting trees, shrubs, and ground covers. 1. Buried pipe In trenches shall be center loaded only until all remlifreo' Sprinkler heads shall be installed only after flushing of the system Proper operation of all major equipment. Provide written evidence of` the tests are performed. Trenches shall be carefully backfilled with the �• 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 drawings 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 Spacing of heads shall not en►�spac the maximum indicated on the AT1t ►rR ED lines. No foreign matter larger than 1/2 inch in size will be drawings. In no case shall the spacing exceed the mhaximur:� recorrorerlded CITY OF RANCHO CUCAMONGA 2. Sp�riricler irrigation system shall be connected to water supply points permitted in the initial backfill. by the ti turrr. of connection as indicated on the drawings. 3. Floor!' of trencher, will be J. �� Dom: > permitted only with approval of the 3. Connections shall be merle at approximate locatfon±s as shown on Architect. 1. All buried valves and ec�thf s, props VICTORIA VINEYARDS NORTH drawings. Contractor is responsible for minor charges caused by 4. If settlement occurs and stns Unents in 2. Fill area under bon, with a�rnmlinimnnn be installed with a r box. INFRASTRUCTURE TRAILS actual site conditions. Pipe, valves, of 3 cubic feet of a ravel N sprinkler heads, lawn or planting, or other construction are g before box is installed. necessary, the Contractor shall make all require adjustments without cost to the CXT%--r. IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: Avre.ovto wr DENY ` ' Crrr ["omtMa P.C.a. POO. MORSE CONSULTING GROUP ft, CONSULTING GROUP pECOMMENOtO rLYN A.I.C. M. MhC.flttJNEVtP ".LAAM CAP[AROQ1£C7LAtf �I�•►Cse s PLANNING ENGINEERING LANDSCAPE ARCH -°•��...µ°KM .v...c us*aw,on.u► DRAWN lV.f ,1-1.11.7 PYMOCK27 •MEET 4860 IRVINE BOULEVARD, SUITE #201 A.I.C. JOB #I 240-48 SP-2 cw_ IRVINE, CALIFORNIA 92714-1299 (714) 730.7117 (,Xe WILLIAM LYON ocry ra , rJ �" 240-52��"`� 40-58 O/tAWIM HiQ. 0540 ARCHMALD $UrTE 8 A.I.C. i' `77-�, RANCHO CUCAMONGA, CALIFORNIA 91730 MATT 17 r