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HomeMy WebLinkAbout1293-L DEVELOPER/OWNER LAN D- SC- APE RC CT RA LA , HI - L P ANS TERRA VISTA FOO • . DR 88 12 ko es LL B- LVD MED HAVEN TO H, I 1ANS FROM O SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO. 4; 1156 N. MOUNTAIN AVE./P.O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX 4 NO. DESCRIPTION NO. DESCRIPTION �► -,_ 1 TITLE SHEET 115 IRRIGATION PLAN I rMOP°SE° 2 CONSTRUCTION PLAN 16 IRRIGATION PLAN FIE GI1 COIc EGf I SARK NAL RANCHO CucAMONGA CITU LIMIT 3 CONSTRUCTION PLAN 17 IRRIGATION DETAILS .` CH�rrtr • BANTAM ST • l I I - I . ` 1. An Encroachment Pam* shall be obtalned from'the City Engineer prior to oommencing any wok. 4 CONSTRUCTION PLAN 18 IRRIGATION DETAILS :. .............. _-- - _ .� ------�_.. • ----..---_. . 2. All work shall performed according current standards and the Stands tions for Public Works Construction. �ROPOSAED FOOTHILL ..�_.... - •---- --•-•--•-- - be genic rdir►g 10 City ft r h rd $pec`,IfiCe " 5` I i 5 CONSTRUCTION PLAN 19 IRRIGATION SPECIFICATIONS .ASE IME„o,lo I 3. At the ooncfusbn of rough grading, an agronomic soils report shall be furnishd to the City Inspector and all such recommendations from such a report shall supersede soils amendment recommendations shown on the plans. 6 CONSTRUCTION PLAN 20 PLANTING PLAN EcT SITE\ Icai FONTANA 4. Upon completion of installation, a maintenance period of one hundred and eightyi80) days Is required prim to Anal acceptance of the 7 CONSTRUCTION PLAN 21 PLANTING PLAN e a �\ work by the City. Maintenance shall Induce mows weeding. Irrigation, pruning, raisin tree root balls which settle below rads, o � rooTNtt sourwno UPLAND r' fertilizing and appy" such sprays as are neves � 0 W 0 0 0 Bary for proper care and upkeep. Maintenance also Includes all repairs, replacement, g CONSTRUCTION PLAN 2 2 PLANTING PLA N i An" ROUTE cileening and adjusting neoeasary 10 keep the Irrigation system In good working order with proper coverage. men mQnt date for ,.U,�. TO/E)I.SIv1T4 EE the nuintetunge Derlod shall >ae inAlstJced In wrltlna by the Clay lna>�ec , N;,In ENANCE PiRiOD SHALL �- , : �ER:Fr CONSTRUCTION & I " 9 PLANTING DETAILS 23 PLANTING PLAN a ( S. Om Con"II chart shag be provided for each controller. Controller chart shall be the maximum size the controller door will allow g 5 by g system. 10 IRRIGATION PLAN 24 PLANTING PLAN and shall show the area covered the automatic controller. The chart If b los a reduced Brewin of the actual as-twin f tem. However, in Ow went the Controller sequence Is not legible when the drawing Is reduced, If shall be enlarged to a size that will be reac4reNo when reduced. The chart shall be a biackline print and a different Coir shall be used to show the area of coverage of each 11 IRRIGATION PLAN 25 P L A N T I K'- G PLAN ONTARIO station.. When completed and approved by liC Works Inspector, the chart shall be hermetically tisealed between two pieces of '� piactic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type or tape. These 12 IRRIGATION PLAN 26 P L A N T I N C PLAN ONTARIO cf►rtf mus, be Completed and In Pim prior to Anal acceptance or wort by the City. 13 IRRIGATION PLAN 2 7 SPECIFICATIONS INTERNATIONAL AIRPORT e 6. r wide x 6' deep concrete mowstrips shag be provided ben all shrub✓groundoover areas and turf areas. Mowsthps shalt also be provided beneath metal fencing and where City maintalned areas are adjacent to privately maintained areas. 1411 IRRIGATION PLAN 7. Sbvws& l ryout is conceptual only. Approval of the Anal sidewalk layout shall be made in the geld and adjusted as necessary to meat MAINTENANCE RESPONSIBILITY MAP fold conditions as aMvved by the Public Worts Inspector and Project Planner prior to final Construction. CONSULTANTS S. Application of any chemicals shall be by State licensed personnel. 9. Any trees within five (5) feet of wafts, waft, curbs or other potentially root-damaged hardscape shall be Installed with rootoontrof barriers. Prior to backfilling tree(s) planting. Contractor shall have the City Inspect root barrier installation. 10. No trees shah los planted within three (3) feet of curbs. LAND CoNc9,PN, L� MADOLE & ASSOCIATES 601 H• C URCH T_ 10 S . 5-107 �1a.o D.U./AC �.,,, ,ac:'4 ^� feet from any street q power pole, o reinforced concrete box; fh►e feet from any drive ' j - 'r ����� .EtIGi•#J•�- r�4 .•y �.. E .7., +„_•� .��-� I � 11 . A/ 1''e9s are 10 be located: ten f m light. w r r r n I „n �' ,. 15)1 5s p •, -�� �•(,�4✓� ,�49,D.U. SC.'',, : 4_!��? LB dscapeArchitecture/Plannin RANCHO cucAMONGA CA 91730 DENSITY::APTS", ' -” - ash, Aro hydrant, under round structure e. catch basins, vaults and sewer lateral or clean-out; end three feet from a Y _ _ aPprn r 0 ( 0' ) ^7 I Jt ..T RACT_13859Y`� 1750 TS- Ci.��t`lt,�; 1d.0 A water ry**r of sewer line. ' T�.:c_::��zi�; .� � �_.. I . .` � so.os D. C A L T R A N East Deere Avenue L cREs: s• ; � ��a� - ee a enue A��.! •� 0. 'tom ,`�. '�,. _ „tea}1.JN7S.. +,v. . `.y? ✓ �7 - u �. �• h�J�+RI�O _ ,�,�,•`�� O =={< `t A= ,: ,= -;_ey,� ,• �%Fy p:r,,_jC ,: + ;;. .; �.c � ClAll work within the State right of way shall be 2 'IShould a conflict arise between the contract plans , ntaAn a CA 92705 i6,�s �_%ac > - ,�y ; ` �' �com completed in accordance with th State of California , specifications and/or details ' HIGH <<, - AFART s~N;-5 IRRIGATION CONSULTANT �..� O;?' r., ti P P prepared by the ./i•4:!._i\ RA.C: f^_Yo,t✓Y � , O,kETA �i t � •= = , , �t;a_- eavrllr_ .a_ _ t Department of Transportation, Standard Specifications, Permittee, the State's Standard S ecifications shall (714) 250-4822 Fax(714) 7522469 IO6W FOURTH STREET SANTA ANA CA 92701 DENSIT P APTS. 1 ::.....�� . z_,� --. --_ _:a'�- Ac• �;. �� . .r r��% dated July, 1988. govern. " (7�4� 2353 7 ► +'C ' _ _. ' „ 'S"7. Jr b'.lT✓J.0 ' ` ^fy� "+r — �"�� 835 S 1 9 UNITS .�.ac.s-t.:.'.• aee4:•o-r' `.- _ ';�.C�^` 1\ '- ° I �' •mac+�,' cv= -Fv4:�r l�sr': _ 'r'•r .i-^�_�o+` , .y,s�_. t tr �y 'i"' I 1T.3 ACRES -•�. t a. ,fa �".:� ,.,(: �I��.'A b1t5SION 77 n.—� Z7 30.0D.U./AC. _ ,K '; �=-- ,, f` -� - ,� "ti - f+ XEPISC."IPE ASSESS' CN SHEET-#Z7 "-' � _�. 1 4--•- 'f_� _ `� L 4 Tom.:v`�. I_ •-�:�:;,=•'`�.�. _•s}":/ �..>��_ .f.�..=�"'"`IS�t,., `•c.. ,; ~G r 9 - r J.f^.��1.�.Y1!!.'Il�. �•�++scr:.�._.•.>�' t A Jr, .i.. ?;C<:3F 4T - - — F•-_ rr- _<y �Y:Y`: Y, ..�'�`•n r.f �, �� IfTCF DEN'rT7,7 I;• *6trZr %ti� 1 c t �oDslrra t�,�� R_-� fir• _ r r •. 5 C cA „� ` -�-._ .__-�; ~J`'- ti.�.� •� �'•`"'`� — �'��+..,, > •, y_-:tY• c -�' :.�:-faC fj�^, _�.':�. S.8 J AC ,R E S/"� ( �tt•_,;.�••� !'.. -��y�.1f rs+ �:=�,i�.:f� Irr:-' _^ ���1,.:...•�-r-��;. f D.U./AC. ' IyJ i:K v�t l:r17'C:_\�i .^_ -�vr=�i �' :t.`•�•—•-�u�':j L,• -^ ?• ,c�r ^' y_ -`i=1 I _ F?'[r��q� �r <rl - -,s _ �u�.:t; --_ __-t, �-- ,._,.. ??� { 7✓�'t F + �� LANDSCAPE QUANTITIES fr,EDICAL CFFICE r: "r t- :�, �"y„_ 1 q r 31.0 tic - _. - - Priv" (•-- r i �_.. ln: ��� rt et.cti: ✓�? I .. )CA TOTAL l TOTAL ACRES IN R.O.W. 1 . 14 ACRES SOUTHWEST;SOUTHEAST OUADRANTIQUACRANT C PROJECT LOCATION TOTAL SQ. FTS MAINTAINED AREAS . 495fi77 SO-FT, DESCRIPTION OF REVISION DATE cl,r TOTAL HARDSCAPE AND SOFTSCAPE C-" APCIT YES TOTAL TREES IN R.O.W. 2.11 TREES— � ""! `L -- `� CITY OF RANCHO CUCAMONGA TOTAL LAGERSTROEMIA INDICA 106 Q ! Q >» TERRA VISTA TOTAL RHUS LANCEA 105 �, Z -' -' FOOTHILL BLVD. MEDIANS TOTAL 5 GAL. SHRUBS IN R.O.W. 2076 RAPHIOLEPIS INDICA "PINKIE" 926 COVER LEWIS HOMES TOTAL PITTOSPORUM TOQIRA "WHEELER'S DWARF" 1150 G�SZERED APPROVED BY I DATEco�SE'�� THER q'ypJ, CITY ENGINEE � RCE NO 24953 oy � DESIGN � kf C 'MMEN OE G ' , Land Concern, Ltd TOTAL S.F. GROUND COVER IN R.O.W. 259020 ' C� � — - -- --- 1750 EAST DEERE AVENUE 1Jb 'S 2�t 9I = okAwN ' SANTA ANA CA 92705 PHOW (714)250-4822 -1 —or 27- CHECKED DRAWING N0 'f! RCE NO 2 r / DATE - NO 1z- �J~�`"' SHEET NO,; - /< OF -% co I m FOR ALL FINISH GRADE REQUIREMENTS CONSTRUCTION 0SEE PRECISE GRADING PLANS PREPARED LEGEND M BY • MADOLE 8 ASSOCIATES AJC ASPHALTIC CONCRETE 10601 CHURCH ST., S-107 C.J. COLD JOINT (A RANCHO CUCAMONGA, CA 91730 q CENTER LINE _ CL. CLEARANCE = CONC. CONCRETE _ _ t� STATS,�itGHT OF WAY!n CONT. CONTINUOUS cc IDIA. DIAMETER _ O D.G. DOUGLAS FIR _ EA. EACH E.J. EXPANSION JOINT 3 — EQ. EQUAL _ EXIST. EXISTING = FTG. FOOTING GALV. GALVANIZED — H.B. HEADER BOARD = M.B. MACHINE BOLT 0 MAX. MAXIMUM MIN. MINUMIM MIJ NAT. NATURAL WLIJ N.I.C. NOT IN CONTRACT LL. 2 4 _ �� = m N.T.S. NOT TO SCALE O Z O.C. ON CENTER 9 --/� P.A. PLANTING AREA - F� PROPERTY LINE RAD. RADIUS > FOOTHILLB 4 U L.E VA R D - w R.S. RESAWN cn R. RISER Q = R.O.S. ROUGH SAWN RWD. REDWOOD Z c) SHT. SHEET W a S.L. SCORE LINE - SQ. SQUARE S4S SURFACED FOUR SIDES ST . STANDARD Q ,bb = W T FD TOP OF FOOTING A Z T.W. TOP OF WALL -PAVING DFTAII _ T. TREAD -� TYP. TYPICAL W.I. WROUGHT IRON - FU W.W.M. WOVEN WIRE MESH _ Q_ _ _ I _ O O. O O 46 O c Q I~- TERRA VISTA TOWN CENTER N t• STATE RIGHT OF WAYS.— M ` W W W IS5 _ cl) 0 — w m = FOOcn itz D ILL. �a, � QQUL�EVARD =MIN a A Sim 6-+�0o P.A 7 't oo - . 8 W _ P. _ __ — 7 _ �� P.A c / J _ . 4001 P ,a W — Z w .J NEW Z 1210-14 TIC J VTYPICAL SECTION = RIFY ' MIN A EDGE IN THE FIELD. _ _ _ Q _ _ _ -- — — -- - — — — DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA i n \\✓ ;. a'\ TRA;�;ss� /{'��*A�►� jJp.� TERRA VISTA 366 UNITS l �!?r!`R' �'7•Y ° �4- � � FOOTHILL BLVD. MEDIANS � HIGH kz ,o � s. DENSIT _ e _ APTS. CONSTRUCTION PLAN U pKCi.ss0a\ � ` 519 NITS F y :.. Re''•'."."c` C�.•.r,r, 17.7 ACR93 { LA MIS �¢f ,'tvei .t4Y't+:.'.•c�3'-'Fs.^--'i' L��. _ l9.0 D.UJAC. E.�, -'-•4I,21; >Sr `x`.•7333 1 I- - 4.� ,� ;,�.�� StER�� to LEWIS HOMES KIMa11�.± ,, � i .n}:: „ , . �`3 M Rpy `�(9 APPROVED BY GATE br�6' i _ LE ,s .o Z �� gr �, :,�b� r.. r�,� _~ , SCA 1 .20 — I ,� ERli5rd gia�N°c a �y� CITY ENGINEER RC.E N0. 24953 G - tl v �C.cS�' Y Ty",,.� � o �� rr -n«<v ; DES - - •i1 . � ( ��11.Y RECOMMENDED ;Y„- F ''` s�- ;..�... !`(IF ..!6.1.,d., yy A f_� �. �J `.Vt K FOOTHILLBOULE ------------------------ , vLandscape kchitecture/Planning tZ •Z�� r fr` /✓9 DRAWN _ � 1 ' 1750 fast Deere Avenue SHEET ' 7 Santa Ana, CA 92705 —OF _L_L �(IFORNII► CHECKED (714)250-4822 Fax(714) DRAW ^Ic No PROJECT LOCATION RCE NO- DATE o DATE FILE NO SHEET NOIIIF66 O O c CONSTRUCTION LEGEND I- A/C ASPHALTIC CONCRETE (A C.J. COLD JOINT _ � CENTER LINE _ CL. CLEARANCE _ _ CONC. CONCRETE -STATE RIGHT OF WAYS CONT. CONTINUOUS - - - - - DIA. DIAMETER 3 D.G. DOUGLAS FIR _ O EA. EACH _ E.J. EXPANSION JOINT wl _ d EQ. EQUAL _ 22 W EXIST. EXISTING _ m FTG. FOOTING A GALV. GALVANIZED W H.B. HEADER BOARD _ I V,J M.B. MACHINE BOLT V MAX. MAXIMUM _ W MIN. MINUMIM _ � s= W - -__ ,I NAT. NATURALBOULEVARDFQQTHILLN.I.C. NOT IN CO NTRACT N.T.S. NOT TO SCALE I _ ,. 0..0. ON CENTER WC 15+00 P.A. PLANTING AREA W 00 I _ 00 �2+ - R PROPERTY LINE N .A - _ - RAD. RADIUS MIS - � P W R.S. RESAWN O W 14t u Z R. RISER Zo Z _ J R.O.S. ROUGH SAWN EDGE I N THE FIELD. CANTING RWD. REDWOOD _ = OOD SHT. SHEET I I-' S.L. SCORE LINE V _ F" - Q SO. SQUARE S4S SURFACED FOUR SIDES E TYPICAL SECTION ECTION STD. STANDARD T T.F. TOP OF FOOTING T.W. TOP OF WALL T. TREAD TYP. TYPICAL _ W.I. WROUGHT IRON _ W.W.M. WOVEN WIRE MESH _ N I. O STATE RIGHT OF WA If� _ _ _ 00 O - lotO - N C � - _ W - Ito d -oil W — W � ct — w Lu I _ — w >= z FOOTHILL BOULEVARD o- _ W m� > 1t 00 16+00 17-{--00 24 T I S+Oo _ 19 +00 + 00 P.A — - - - - • --- TSP � - u — _ _ W_ _ _ W W_ �{ — W _ _ d. _ z 61111111111111, W= V) EfTYPICAL SECTION C J Z- PLANTING EDGE IN THE FIELD. — (� JA _ PAVING — Q U— — C� C — — DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA s. " c wsc' 2 4 ,: FOOTHILL BLVD. MEDIANS L v c4, y �, -g 7 Lec►+ tEIT HIGH k ,=�y�Fa -�K CONSTRUCTION PLAN F� DENSIT 5 u"� rs f P'7 I� 1 7.0 ACR S I wK 4. @kms. .;u��.�l•C' - � - 30.0 D.UJAC I � e � LEWIS HOMES -- - _ _�.� SOAP �g f T A,14 w.t N F F�<r'..r;aC¢t�:�?? ee•': zI ;���-,r. - , ���' N IM(,�r'�Cy APPROVED BY: DATE6�6� - _N*,_ u ,<, SCALE 1':20'-0" tpR�° ,sTAItr,►r�" ` aK ' 4Q y ��� CITY ENGINEER 1�''� RC.E NO. 24953 � _�x« b?irdtt c' -==,x b:`Y�` 4`,;.Ftt� =� �i •� DESIGN -� RECOMMLNDED I `L�vu �,o�L�uv CTI). ) ILL_ Bo„LE / - Landscape Arehitecture/Planninq DRAWN - LJ 1750 East Deere Avenue S H E E T I -Santa Ana CA 92705•B � _a—OF -27 PROJECT LOBATION CHECKED (714)250-4822 Fx(714)752-2469 DR AWYG N oO RCE NO — DATE _ DAT FILE NO SHEET 140.�'OF &�7 MATCHLINE SEE ABOVE MATCHLINE SEE SHEET# 3 111111111 1111 lulllllllllllllllllllllllllllllllillllllllllllllll 11111 111 1111111111111111111111 1111111111111 1111 1111111111111111 11111111111 1111111111 I1111111111111111111111111111111 1 111 111 Illlillittlllllill�llllilllllllllllilllllllll 1111111 TA.i 25*91.03 BC STA. 20+00.00 t 0 o � D I I V -• I N + O O SPR CE ivE I� _ Fvc. � PQe 0 � I i o 0 0 O rn Q rCD -� O Iz IAVL•N 7.1 .r!0• .w.q O f. f O ,�,Yr• 44 i rn= •.� N •oor rn >zA t W �,vv_►xr F•4.•t �� o e-i �a•Ar�Iy ."� .qi C!4 `tN Ir.ve.� rn m — N O 0 m m a � _ 0 m I C a I W � � - g C CA C4) D h C ri rn 1 O rz r m W r., N IdtlJSaW + 0 - 8 - t n C-1 0 o f7rn D o i 0 _ o e m �'' -D T I v m CD m rn { o 0 0 O z a � � Z .._ o m Z I ' Q4) C r D 0 N STA.q 1+64.69 o _ 0 < = o IIIIIIIIIillllllllllllllllllll 111111 111' Illllllllilllllltllllllllllllll 1111111 II �Ga o o O Z �+ a co • � � -i -� � cncncn � 7� �oM,m .v0zzzs_ � � = G� mm mog000rf) n � y _ nr+ m vj IT1 0 - � T � � � • � p0 � p Dn � c� � 2X0j0D � . 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I.- W wa r ! 3 - N3MIllIW -------------- 440- ui ��� z-zu� VY• d' t a.�rLt� swj><o i (r MiC ♦yw�t� ��K"t'', f"' I lZ LZ i Z O olH ul U J N C) + ' O CL o I i 0 t t O 0 a 0 N I Sil 0 un � I F— o I4 , 0 0 oil um o I � , 0 89%,g+t E 4 1 tlllillll ti11111111111111111111N1111111 1 ill 11111 III1111111111111111111111111111 1111111 11111 'd 133HS 33S 3NIIHO1dW Illlllllnlll Itllllill 11111111111111 111111111111111 /1111111 Iillllllilllillllllllllillltlll 111111111 Illllllllt sa�1E 3AO8d 33S 3NIIH31VW 1 i STATE RIGHT OF WAY/ ______ o — w ,r, c0 — W — W — _ = BOULEVARD cn — - w _modf f - FOOTHILL _ • q��� LL QL 46 tad — - 45 +00 I- 47 t-0o _ 44 *00 — A !11111�1[,[NG DETAIL I _ J GE IN THE FIELD. w — ETA IL J — U — _ Q = — _ _ _ _ _ — STATE RIGHT OF v= I-- '- W �,_ dog - O�� YAM= W 18 — — _ cn Cf W — � — > _ W W W _ BOULEVARD cn co � OTHI,LL _ P— en 55+0pW P.A -00 h o + M _ _ A PAVING VERIF ANT UJ Z W - - — - ffE - J Z — — _ J ' — _ = r Q mom on U — — CONSTRUCTION LEGENDCITY DESCRIPTION OF REVISION DATE APPROROYF.O A/C ASPHALTIC CONCRETE O . C. ON CENTER C . J . COLD JOINT P . A. PLANTING AREA CITY OF RANCHO CUCAMONGA C� CENTER LINE PROPERTY LINE CL. CLEARANCE LD. RADIUS CONC. CONCRETE R. S. RESAWN TERRA VISTA CONT. CONTINUOUS R. RISER DIA. DIAMETER R.O. S. ROUGH SAWN D. F. DOUGLAS FIR RWD . REDWOOD FOOTHILL BLVD. MEDIAN EA. EACH SHT. SHEET ' y 'UNITS LINE =S. L. CONSTRUCTION PLAE J. EXPANSION JOINT EQ . EQUAL SQ. SQUARE �" �+v. '=� t�r►osv.�. � ; �, �� �,,, � ��:1 �I '_i � i'',�'r`•y"cry �s' � EXIST. EXISTING S4S SURFACED FOUR SIDES �.t. LAM�SS10 , ' ���� ,' 1 Ep LA1yp LEWIS HOMES FTG. FOOTING STD. STANDARD ~ M� . x•F ',y:.,a�-��,a �T l' 1E� s�! - � ':: / H aE N51T W eQ c GALV . GALVANIZED T . F. TOP OF FOOTING p jOf' APPROVED 8Y. DATE:bb ` -'+ trr„• .'-'Cis��c�c .c�= 175 UNIITS 7OP f �JO r Jnf.�.,�j -.!�Cn� ar 3 s.saACRES � ; � �.0 SCALE 1":20'—O" _ H. B. HEADER BOARD T.W. TOP OF WALL Ael .G - SO.OD.U./A0. �9� CITY ENGINEER R.C.E. N0. 24953 M. B. MACHINE BOLT T. TREAD V F+ r `, =�. r s � �?►t T MEDICAL OFFI o DESIGN •, RECD MMENDED MAX. MAXIMUM TYP. TYPICAL `'" .� :{ Arid� "` ,,.OAC. W. I . WROUGHT IRON d��,r��e s•.,;,�k��...��, .W� R, Z_ANU �,ON�,E1ZI�l L7�1). MIN. MINIMUM S -- �5 � �� R ; ✓ —, + -v� Landscape Architectureftnnin — NAT. NATURAL W.W.M. WOVEN WIRE MESH "` BOULEVARD i FOOTHILLJ NOT N CONTRACT d PENNY (NAIL SIZE) I, pio `� DRAWN 1750 East Deere Avenue SHEET N. I . C. 0 I Gf (' N.T. S. NOT TO SCALE SOUTHWEST:ANT�OU DRANTT V n� #�A (714) -SantaAna, CA 92705 --6—OF 2-7OR 250-4822 fax(714) 752-2469 CA�_i F ' CHECKED DRAWING NO — PROJECT LOCATION GATE FI FIE NO LE NO A SHEET NO. SOF 64 V _ w _ r r _ ul _ STATE RIGHT OF WAY 7 W1p - W =a Lu =0 J _ to W ' cr) — a _ - off• 3� I'-6`I = 55 +o — __ W FOOTHILL _ W — 57+00 - - too -BOULEVARD- 60+00 W ,q 0 61400 _ 9 �- J ' U - W _ — Z— Q = = J = A PAVING DETAIL = (� _ Q CONSTRUCTION LEGEND AIC ASPHALTIC CONCRETE C.J. COLD JOINT 9- CENTER LINE CL. CLEARANCE CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMETER D.G. DOUGLAS FIR EA. EACH - - E.J. EXPANSION JOINT — 1 EQ. EQUAL _ EXIST. EXISTING _ COSTATE RIGHT OF WAY�1 — _ _ _ - FTG. FOOTING - - GALV. GALVANIZED H.B. HEADER BOARD _ M.B. MACHINE BOLT MAX. MAXIMUM co MIN. MINUMIM 8_ NAT. NATURAL _ N.I.C. NOT IN CONTRACT BulZo O" �'- ��I - ~W N.T.S. NOT TO SCALE =cd ItoO.C. ON CENTER W ��- = P.A. PLANTING AREA =0 �' It PROPERTY LINE > �� Q• _ RAD. RADIUS O BOULEVARD W R. RISER R.S. RESAWN _ FOOTHILL _ W Zo" T Y _ (/) RWD. REDWOOD R.O.S. ROUGH SAWN Am W -- - _ _ -- -- - -- . SHEET ....-. 2+00 6¢+0D P.A S.L. SCORE LINE w — so 63+00 4 oT`(P -- -� _ SO SQUARE S4S SURFACED FOUR SIDES STD. STANDARD T.F. TOP OF FOOTING _ _ W T.W. TOP OF WALL �. Z T. TREAD J TYP. TYPICAL _ W.I. WROUGHT IRON Z ELD. E {- TYPICAI SFCTTON 0 W.W.M. WOVEN WIRE MESH Q A � — 9 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA FOOTHILL BLVD. MEDIANS _ ST AG .�^- CONSTRUCTION PLAN • , 2 9 LEWIS HOMES }iQSPIT - DENSIT HOUSING \`E,ItEO �A UNITS G�a� S A'p APPROVED BY. DATE INES {i� •a � ` �-' SCALE 1"-20'-0" s' a0.0 D.U./A0. as -�G'`y r c O CITY E N G I N E E R 24953 iESiDENT�AV zG, r c18 C� _ 1 MEDICAL OFFICE ^F^ J SIA Tti b a,.oAC. � �� , (9 9 DESIGN -LAND REC MM�NDED IA RA T 1 Z I f Y landscape EVARD Archifecture/Pfanning —--� DRAWN J" 1750 East Deere Avenue S H E E T fOUTHWEST;SOUTHEAST OUADRANT �DUADRANT Q ~ l _,Santa Ana, CA 92705 of CHECKED (714)250-4822 Fax(714) 752-2469 PROJECT LOCATION UF0 RCE No DRAW I ti G No/ DATE FILE NO _ 1 Z 93 _L— SHEET NW"OF &( CONSTRUCTION LEGEND A/C ASPHALTIC CONCRETE C.J. COLD JOINT q CENTER LINE CL. CLEARANCE CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMETER D.G. DOUGLAS FIR EA. EACH E.J. EXPANSION JOINT EO. EQUAL EXIST. EXISTING FTG. FOOTING GALV. GALVANIZED H.B. HEADER BOARD M.B. MACHINE BOLT MAX. MAXIMUM MIN. MINUMIM NAT. NATURAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER P.A. PLANTING AREA R� PROPERTY LINE RAD. RADIUS R.S. RESAWN R. RISER R.O.S. ROUGH SAWN RWD. REDWOOD SHT. SHEET S.L. SCORE LINE SQ. SQUARE S4S SURFACED FOUR SIDES STD. STANDARD T.F. TOP OF FOOTING T.W. TOP OF WALL I T. TREAD 8 TYP. TYPICAL W.I. WROUGHT IRON 1 W.W.M. WOVEN WIRE MESH I 10 ! _ STATE RIGHT OF W� - 61 1— __ 1 N U. F—= 0- 226`- (.,:)Ii4000 1 w = ! w — DETA _ = 9 - 1 cn LU — FOOTHILL BOl�LEVA 6 1 w - 0 1 u� — _ P I ' J _ 1 ----------- -- _ a 1 00 W - - OD1 Z ' ..J = VFRTFY rIMIN PIANTTNr, FprF TN THF m V = FTFIn- TYPICAL Q'0) � DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA •. FOOTHILL BLVD. MEDIANS nn..•-ry ry ✓ a � F`,'•a:o~ET� CONSTRUCTION PLAN tSSIO�PAR K' '` _ a lyf r' SCONT LEWISHOM �l►ND D� f LE ES opi r..�� H-DENSITY, •t ': T-,F.�'., y N wx � 11DUSINC APPROVED BY DATE �o •�6-p/ •t TS UNITS Q j / �,�. SCALE 1":20'-0" 30.0D.U./AC. �"� ..�Y_� . .�- s' <p;�� �\ y %�. CITY ENGINEER _ ' RCf- 24953 —83 ACRESM . -, f�DENTA-C— cCr ( MEDICAL OFFI:E °��—:��o �>rl .— - j TAUF3{ ./�Cy' at.o Ac. ��� , � "'� DESIGN ALN ��1VL,l:[�11f LI L�. REC�MM�hDE;, EVARD i FOOTHILL Landscape Architecture/Planning �-- �' O R a w N 1750 fast Deere Avenue SHEET SOUTHWEST;SOUTHEAST ,,�J (�,� /.� /�,. n 7/j� QUADRANT :QUADRANT I 0a� ���,� lj-L>-e>- -Santa Ana, CA 92705 —OF (714)250-4822 Fax(714) 752-2469 PROJECT LOCATION NECKED _ _ _ __ RCE NO DRAW NG NO _ DATE FILE NO - SHEET NW/OF =!� 11 i--�-- PA V E R ROUNDED EDGE 41? Kr-I!04k CONTINUOUS PAYERS BY PERI+.X CONCRETE I' BERM TO FORM OfPRfS PAVERS BY PERMA CONCRETE I :: 12490 DAY STREET RIVERSIDE CA 92508 WATERING SASIN 12490 DAY STREET RIVERSIDE CA 92508 'It (11y)-553-1181 (714)-6S3-1187 : : '4a 51-1RE00E0 MULCH. ll, A f`INISN GRAPE a;. a - ORIGINAL SOIL TO BE 6° 1 Y Y �, REMOVED TO ALLOW 4" MULCHIL 1 C5-4poi611 I$I�O� HERRINGBONE PATTERN —'GA fR /CANT TAGS-1011 tiANO ORLON COLOR BURST M 2 o d � slll* „TURER'S RECOMENDAT(ONS " 0056 CONCRETE ;URS 0 2" F�1S S{I i� F fie 6° SEE PLAN SACK Ill Nlx PER SPECIFICATIONS CONCRETE CURB _ CONCRETE CURB II I ORLON CQLOR BURST ► 1 now.- -- HERRINGBOND PATTERN �1�� ',, ;, _ CONTAINER PLANT ROOT BALL brc a° PER PRECISE GRADING PLANS '-_ : . _ _ �xTeNOF�� _ I VEEP ., CorvCRET� LI P. _ �s� ►I,ANT IIT TO 1[ (2) TILES THE � DEEP 5AN17 WIDTH OF TIE ROOT BALL i 12' - _ BELOW THE BOTTOM OF TIE ROOT I' I SHREDDED MULCH BALL C fSOIL 4.4r- A - _ - F PAv 1; - O O D ! L --� IN ISH GRADE ( T EQWt NATIVE SOIL 4" THICK CONCRETE A"I 1. .L( MATTED ROOTS BY LOOSENING ALL ROOTS E BF ROOT BALI WITH WATER FINISH GRADE 4" SHREDDED MULCH NOSE. 00 NOT CRACK ROOT IALL. NATIVE SOIL COMPACTION TO 905 PLACE 'GAOW•POWER• TABSIN PLANT CONTAINER PRIOR r0 ;hG FOR OBSERVATION 1: PURPOSES. I. All SHOLIBS/GROL210 COVER TO PLANTED AT EQUAL SPACING (TRIANGULAR) UNt[SS O1NAVISC INOICATED ON PLANS: SEE LEGEND /0 4SPACING REpuIRENhTi. SHRUB A VI =TM TYPICALPLANTING DETAIL GROUND COVER SECTION SPACING OMITMEDIAN SE ION CONCRETE PAVERS ¢$ NOTE: I 1. STAKE TREE PERPENDICULAR TO PREVAILING i PRS � W WIND. 1. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR TOP OF BASIN 3" OBSERVATION PURPOSES, ABOVE FINISHED GRADE STAKINr PIAN TOP Of STAKES FINISHED TOP OF ROOT BALL I" GRADE MAIN TRUNK ABOVE FINISHED GRADE MULCH (2) CINCH TIES SPACED 24" APART FOR CITY STREET TREES OR TO (B') LODGE POLES 12" MAXIMUM 2' DIA. LODGE POLE STAKES 8' LONG WITH WOOD PRESERVATIVE STAIN, APPROVED TREE STAKES (2) STAKE A MINIMUM OF 12" INTO PER SPECIFICATIONS BOTTOM OF BASIN 3" UNDISTURBED SOIL AND ALIGN STAKES /—ARBOR GUARD IN TURF AREAS AND FRONT YARD BELOW FINISHED GRADE ROOT BALL OUTSIDE ROOT BAIL. 6" DIA. PVC PERFORATED PIPE - FILL WITH 24" DIAMETER i/2" WASHED CRUSHED AGGREGATE BASE FULL LENGTH OF PIPE (LOCATE I8'FROM TRUNK) I SECTION • DEEP ROOT OR EQUAL CONTROL PLANTE 22-29-18P WHERE REQUIRED OR (FLAT AREA) : a A?PROVED EQUAL. m i ; "GROW-POWER" PLANT TABS PER ' 1.., MANUFACTURER'S RECOMENDATION BACKFILL MIX PER SPECIFICATIONS N " NATIVE SOIL i � �_TW10E ROOT Bdll DIAMETER ) PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL AND 12" C A L T R A N S DETAIL 12• ' 12" BELOW THE BOTTOM Of THE ROOT BAL R E F E R TO BASIN TYPE II DETAIL (G) BASIN TYPE n DOUBLE STAKED TRE PLANT TABLET SCHEDULE. GfIQTQYYEf1 FV1fiI1►iG�ABL)`IS fS)fL-CONit1!ti�Fl_SiiStlYti .PLti1IS i 1 GALLOP) CONTAINER nECE1VE3............ ... 2.3 TABLETS .................... 3 GALLON CONTAINEn nECEIVES........... S GALLON CONTAIIIEn RECEIVES................................... a-D TABLETS f i7 GALLON CONTAINEn nECEIVE9................................... 0.10 TABLETS I i 10 GALLON CONTAII)En nECEiVES....................................... 10.12 T,.ELIE 7S 15 GALLON- CONTAiNEn RECEIVES...................................12.15 TABLETS 20- - 24" BOX nECEIVES...............................................14.10 TABLETS 30" BOX nECEIVES...............................................16.10 TAIDLE7S 3E" BOX nECEIVES.............................. ................10.20 TABLETS 4:- BOX RECEIVES............................................... TABLETS I 40- BOX RECEIVES...............................................22.24 TABLETS 60" BOX nECfIVES...............................................72.36 TABLETS I I I LAFiGEn SIZES FOIT EACII 112", CALIPER USE'...................... 3.4 TAnI F'TS `S�ERED Ik ilk CALTRANS REQUIREMENTS: -" D 2N FROM F THE ROOT N PLANT TABLETS SHALL BE PLACE _ 0 00 ZONE AND 4" BELOW THE GROUND SURFACE r/ n �gC1FORN�� r DESCRIPTION 0c RE . ISI,N DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA PLANTING AND CONSTRUCTION DETAILS • LEWIS HOMES APPROVED BY DATES_ CITY ENGINEE QiIN 4� RC E NO 24953 :E S'GIN RE tiMEti E: I ,JR4 Land Concern. Ltd. �Jh `,8'Z�l• ) 1750 EAST DEERE AVENUE_,% sNfOT SANTA ANA CA 92705 Z ZPHONE (714)250- 4822 ,�- — of -f ;"E : .GA NS NO _ ACE NO - - - -- ATE - r,LE NC l �v� PROJECT SHEET NO. y8 OF 66 i c0 j IRRIGATION LEGEND co c) SYMBOL MANUFACTURER MODEL NO. DESCRIPTION a N UU CALSENSE (A) 2000-16 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MYERS MEUG-I-M 285 (B) 2000-24 WITH RAINMASTER 24PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE CONDUIT FOR FUTURE MODEM - SIZE NOTED — _ - STATE RIGHT OF WAY 7 = 0 RAINBIRD "EFS-CP' SERIES ELECTRIC CONTROL VALVE WITH BRASS WYE STRAINER AND CHAMPION 300 O — SERIES MANUAL ANGLE VALVE - SIZE NOTED - INSTALL INSIDE CARSON PLASTIC BOX WITH LOCKING PLASTIC LID (BOLT DOWN) ❑ WILKINS MODEL 500 PRESSURE REDUCING VALVE - SIZE NOTED - SET AT 40 P.S.I. NOTES — 1 REFERENCE SALCO MAINTENANCE OPERATIONS MANUAL FOR OPERATION D RAINBIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER -3/4" AND MAINTENANCE INSTRUCTIONS. WILKINS 575-RP REDUCED PRESSURE TYPE BACKFLOW PREYENTER - SIZE NOTED 2 PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT _ O REFER TO DETAIL NO. 10. W SALCO PRODUCTS, 4463 WEST ROSECRANS AVENUE, HAWTHORNE, __ j CALIFORNIA, PHONE (213) 973-2400 FOR INSTALLATION AND OPERATION — W LL INSTRUCTIONS. CONTRACTOR SHALL PAY ALL COSTS INVOLVED FOR THIS = m H NIBCO T-113 SERIES GATE VALVE WITH BRONZE CROSS RAMME-LINE SIZE O Z SERVICE. _ = CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY AND LOCATION � uu FOOTHILL - -3 FORMULA FOR SIZING DRIP VALVE EQUIPMENT AND MAINLINE: (TOTAL NO. HARDIE 102 N.C. NORMALLY CLOSED MASTER VALVE SIZE NOTED (PER CAL TRANS OUTLETS)/60 x 3.5 = FLUSHING MODE. BOULEVARD = W ® ) W Q = N O SALCO FLUSH OUT ASSEMBLY - SEE DETAIL # 16 _ Z — - " © DATA INDUSTRIAL 220P FLOW SENSOR - INSTALL 30" DOWNSTREAM OF B.F.P.D. AND 30" UPSTREAM OF W MASTER VALVE - > �G �• SALCO PC6-2 MULTI OUTLET EMITTERS - SEE DETAIL N0. 11. BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 F)R SIZES 11" �• _ AND SMALLER - SIZE NOTED - MINIMUM 18" COVER AD PRESSURE CALCULATIONS LLJ BURIED NON-PRESSURE EMITTER/LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED - MINIMUM 12" COVER WATER METER P SIZE " _ --� —_J PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY/HARDSCAPE - "VC SCHEDULE 40 - SIZE NOTED - MINIMUM H.G.L. 1411 _ 24" COVER-EXISTING ELEVATION 1211 U 200 X.433 - 06.6 P.S.I. Q IRRIGATION ''CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED- EXISTING REMOTE CONTROL VALVE A10SIZE 1" �' '�%•Mr•_�••. MAXIMUMDEMAND 3 = INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (DRIP MODE) 7RACT_,�essn'' Z:_>F 1MITLY - -i— G.P.M. — INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER -JAr'UNITs^��i �`RT)yE ` ,? �o�G'�p tii7rcrS R ELEVATION 1210INDICATES ELECTRIC CONTROL VALVE SIZE i°z� rs �� — INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL YALYE (FLUSH MODE) HIGH ` PRESSURE®R.C.V. 87.0 P.S.I. = - - 3. DENSIT \tO.�-�` - A! P•S•1. APTS. S 19 UNrTi -- 17.3 ACRES WATER METER 3.0 Q 30.0 D.U./AC 's = R.P.BACKFLOW DEVICE 8.5 Q r r m ..?ilLT!w.� �'••v rKrrrrurcr:=a;lQ:'.,- co "`.? "i�l ' � �%� � v�C� _�Tri% ., ® 1 %• GATE VALVE 0.1 O M : All 1111?t> 7 N"I A t t r s,': ► P'�k : ; i►; s, C a •:�r T,?fa �ICE=CFI }( 1 X" MASTER VALVE X3.0 O 3iE•� rw '•�� . 7> � PRESS.REG.(FALL-OFF) • xNfUOiH11L sau,.E 2 bo- MAIN LINE LOSS TERRA VISTA TOW ~ LOCATION — N CENTER _ '�_ REMOTE CONTROL VALVE X0.0 - -_ EMITTER LATERAL LINE G.J FITTING LOSS(10%) 2.0 — ELECTRIC CONTROL VALVE NO. A8 = ELECTRIC CONTROL VALVE NO. Al I STATE RIGHT OF WAY - ELEVATION CHANCE (LOSS) <.43> = TOTAL SYSTEM LOSSES 37._17 PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D = PLANT QUANTITY OUTLET SiPLANT OUTLETS REQ'D PRESSURE REQUIRED AT HEAD: 30•0 GROUND COVER -- _ = GROUND COVER 90 1 90 TOTAL PRESSURE REQUIRED: 67.17 SHRUB-5 GAL1(0 2 332 _ l••• - SHRUB-5 GAL -- 2 = STATIC PRESSURE AVAtIACIF: 87.0 TREE-24" BOX -• 6 - REG.PRESSURE AVAILABLE (PRE-SET): -- FUTURE OUTLETS _ TREE-24" BOX 6 I� FUTURE OUTLETS 90 RESIDUAL WATER PRESSURE: 19.53 _ W W _ 3(. O GP F'71\ (o Lu rr c CITY RESIDUAL WATER TOTAL OUTLETS TOTAL OUTLETS 180 I 0 'S PRESSURE REQUESTED: 15.20 P.S.I. = _ 0 _ TOTAL ESTIMATED EMITTERS REQUIRED: R3 (�) TOTAL ESTIMATED EMITTERS REQUIRED: 30 rr �.r WFOOTHILL B W cn UJ uj y2 fig' 4 2 2„ e • __--a a 0 _ _ -,, • �T—e W y2 •J - — 'p 3�r , lya 2:r J 3/r - ` 3 Iy2 !/2n � '' 4 2 1�2 lY� lu Rj"� S F 2'� ELec7z CAL COA10411r 4i, ) �� -�,"� 4 ELETRIcs,L coA/ouiT J ZynW = 1 1/4" PRESSURE REGULAIING VALVE 2 Z V = - 1 1/4" PRESSURE REGULATING VALVE = TYPICAL TREE EMITTER LOCATION 2 1" PRESSURE REGULATING VALVE -- 1-1/4" PRESSURE REGULATING VALVE J Q MULTIOUTLET EMITTERS PER TREE. REFER 17.6)f�N IOSGGP 1 .2 A9 1312 GPM ) AE' GPN = U TO DETAIL NO. 11 . SHEET 18 OF 27 1 III _ ELECTRIC CONTROL VALVE NO. A10 ELECTRIC CONTROL VALVE NO. A9 = PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D PLANT QUANTITY OUTLETS/PLANT r)IJTLETS REQ'D _ _ GROUND COVER -- 1 - GROUND COVER 1 _ SHRUB-5 GAL 176 2 '.�".S2 SHRUB-5 GAL -- 2 -- —CITY = TREE-24" BOX -- 6 TREE 24" BOX 30 s 2f8 DESCRIPTION OF RE VISION DATE tAppRoyto NOTE. FUTURE OUTLETS I7(e FUTURE OUTLETS 22,8 CITY OF RANCHO CUCAMONGA ALL PRESSURE AND NON PRESSURE LINES SHALL BE TOTAL OUTLETS 528 TOTAL OUTLETS 45G _ TERRA VISTA PRESSURE TESTED IN CONFORMANCE WITH CAL TOTAL ESTIMATED EMITTERS REQUIRED: 88 TOTAL ESTIMATED EMITTERS REQUIRED: 7G TRANS STANDARDS. DRIP EMITTER SCHEDULE FOOTHILL BLVD. MEDIANS 1 GAL. GROUNDCOVER 1 EMITTER OUTLET PER SHRUB - 3 PLANTS PER SALCO PC6-2 EMITTER THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY IRRIGATION PLA NOTE: CONTRACTOR TO COORDINATE CONTROLLER CAP 3 REMAINING PORTS FOR FUTURE FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL LEWIS HOMES STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND RE ED - 2 SHRUBS PER SALCO PC6-2 EMITTER PURCHASE INFORMATION CONTACT: SCALE 1 ":20'–Ow dtSTfR APPROVED BY DATE 40 - CAP 2 REMAINING PORTS FOR FUTURE _ �O CITY ENGINEER RC E NO 24953 RICH MURRAY y DESIGN1 REC 'MMENDE_- N1 )N( NOTE: THIS IRRIGATION SYSTEM IS BASED 24" BOX TREE - 6 EMITTER OUTLETS PER TREE CALSENSE D F. _ ,�_ • 1-A ) ( {-m' LI l ). UPON A MAXIMUM OF 3" WATER PER WEEK - 1 TREE RECEIVES 2 SALCO PC6-2 2075 CORTE DEL NOGAL, SUITE J s _ — r caMAThifechi e/Pfanning �--4D Z'1'9 APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A EMITTERS CARLSBAD, CALIFORNIA 92009 n ►� WEEK. 9:OOPM - 5:00 AM - CAP 3 REMAINING PORTS PER EACH (714) 458-0129 d. !-aC,C7110 •'` DRAWN p �J 1750E��� � 5►+ E I �J ( ) EMITTER FOR FUTURE IRRIGATION CONSULTANT •3 D-1----- - —� ,�' -Santa O O OF 21_ O �9 �► (714)250-4822 fax(714) 752-2469 100 WEST FOURTH STREET O ', CHECKED DRAW-YG NO SANTA ANA CALIFORNIA 94701 _ _ RCE NO _- __ _ (714) e35-2363 RN �t - _— D DATE _ — --- FILE NO — .. _ JZ? SHEET NWYOF 66 Flon O O IRRIGA': EGEND VII SYMBOL MAN,�..,JRER MODEL NO. DESCRIPTION L" 4( CALSENSE W 2000-16 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MYERS MEUC-I-M 285 _ _ (8)2000-Z4 WITH RAIRMASIER 24PC PERMANENT REMOTE CONTROL PIGTAIL AND TELL►HONE CABLE CONDUIT FOR FUTURE MODEM - SIZE NOTED STATE RIGHT OF WAY 7 O RAINDIRD 'EF1-CP SERIES ELECTRIC CONTROL VALVE WITH PVC WYE STRAINER AND CHAMPION 300 SERIES MANUAL ANGLE VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE 50K WITH LOCKING PLASTIC UO (DOLT DOWN) NILKINS MODEL $00 PRESSURE REDUCING VALVE - SIZE NOTED - SET AT 40 P.S.I. 3 _ REFER TO DETAIL NO. 10. _ _ OO RAINBIRD 33-OLRC QUICK COUPLING VALVE WITH LOCKING VINYL COYER -3/4• --- -- j ■ WILKINS SIS-RP REDUCED PRESSURE TYPE BACKFLOW PREVENTER - SIZE NOTED EXISTING SLEEVE ROUTE MAIN PRESSURE W Q SUPPLY LINE AND WIRE SLEEVE AS PER m H NIBCD 7-113 SERIES GATE VALVE WITH 5R0f4Z� CItQ» MAIVD W-LJW SITE T CALTRANS IRRIGATION CROSSOVER DETAIL CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY AND LOCATION TYPICAL - TREE EMITTER LOCATION 2 NO. 17, SHEET 17 OF 28. W ® HARD[E 102-N.C. NORMALLY CLOSED MASTER VALVE - SIZE NOTED IPI*CAL TRANS) MULTIOUTLET EMITTERS PER TREE. REFER W 0 SALCO FLUSH OUT ASSEMBLY - SEE DETAILui i TO DETAIL NO. 11 DATA INDUSTRIAL 220P FLOW SENSOR - INSTALL 30' DOWNSTREAM OF I.F.P.0. AND 30' UPSTREAM OF Ia MASTER VALVE W // GdvoutT AL 1= ■� SALCO I PC6-2 MULTI WTLIT EMITTERS - SEE DETAIL NO. Il. CLE C rR/CAL CaN4viT BOULEVARD_ � -FQOTHIL� .DRIED PRESSURE MAIN UNE PIPING - PVC CUSS 315 FOR SIZES Z' AND URGER AND PVC SCHEDULE 60 FOR SIZES ♦�A/ _ �� —_ —_ -- � R --- AND SMAILCR - f12C NOTED-MINIMUM il• COVER /URRD NON-PRESSURE EMITTER/LATERAL LINE PIPING - FTC SCHEDULE AO - SIZE NOTED - MINIRNI 12' COYER PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY/IWroSCAI[ - PVC SCHEDULE 10 - SIZE NOTED - MINIERE _ N �.. 24' CAPER-EXISTING IRRIGATION CONTROL WIRE,CONDUIT INSTALLED UNDER ROADWAY - PVC SCHEDULE 60 - SIZE NOTEO-EXISTING > A& — -"— N N - a INOICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL YALYE (DRIP MDDE) LVE SIZE „ 1 (" yL, _ 3/ � IND{CATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER I.i.1 H . d 4 :7✓f ✓ � � .," S�fillfdFl 7 f P� ` L�INDICA ES FLOW CATES TINCGCPNM. FORTROL ELECTRIC CONTROL VALVE (FLUSH MODE) --- ... - ------ M _..-------- • .�. /" •VPI T.31 UNITS P.l.j /OPAFLTM J u 4'J '"" HIGH _ U - �� � ��• �� DE SIT �AC V - LCCr/C/CAL 1" PRESSURE REGULATING VALVE j APTs. GONOU - ri.a�a.` sus uHiYs / t t Q _ 117.3S•' 444-�55 /T �` c 1 r f A .U./ �` !,�((�`YY•C A IN 5 10.0 D.U./AC. �; ',!'f'� rio ij,0, J_iI .P" —ITS:.?'' ' , CfcS:Y :'-' .�..,,,,"c�`rei:..^".p 352 G.P. ( `\ �• •ar j _ 10 � �r:K fr-sr " cci STA 1LO�AIH'CENff L K �`N T 4 A. :}Co oy-.1., .Z�-r_�--..r" .y[+�•-� �j i'�r � s'�3-..Z�r�-`:r-"�;T�,��ieas• <3C `ti1" .•1'�'d s� _ 1 ILL BOULE I� _ _ LOCATION - ELECTRIC CONTROL VALVE NO. A7 PLANT QUANTITY OUTLETSiPLANT OUTLETS REQ'D ONE (1) CALSENSE 2000-16 - 16 STATION AUTOMATIC SPRINKLER WATER PRESSURE INFORMATION OBTAINED FROM JOHN CONTROLLER "A" MOUNTED WITHIN A REVERS MEUG 1 M COMBINATION KNAPP AT THE CUCAMONGA COUNTY WATER DISTRICT(714) GROUND COVER 88 t 88 ELECTRIC METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 987-2591 ON 05-17-90. SHRUB-5 GAL -- 2 •- VOLT POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO BE TREE-24" BOX -- 6 - DETERMINED IN THE FIELD BY CITY OF RANCHC FUTURE OUTLETS 88 CUCAMONGA AUTHORIZED REPRESENTATIVE. NOTE: THIS IRRIGATION SYSTEM IS BASED j TOTAL OUTLETS t76 UPON A MAXIMUM OF 3" WATER PER WEEK APPLIED FOR 8 HOURS A NIGHT 16 DAYS A U. TOTAL ESTIMATED EMITTERS REQUIRED: 30 WEEK. ( 9:OOPM - 5:00 AM I. a 2F WAY-,)_ 2" e.P u g' -- - - --- - - ------ - --- -- - ----- - - — -- ESTATE RH_ Tf: _ _ a IGOELECTRIC CONTROL VALVE NO. A5 PAC. # i A 0 . PLANT QUANTITY OUTLETS PLANT CUTLETS REQ'D O tV POINT OF CONNECTION CONNECT TO 1 '/2" TURBINE Tow", GROUND COVER 1 WATER METER FOR IRRIGATION. THE CONTRACTOR O+ ' SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS O 3 PRESSURE MAINLINE PIPING SLEEVE AND SHRUB-5 GAL 157 2 FOR THE INSTALLATION OF NEW WATER METER. \� Q IRRIGATION CONTROL WIRE CONDUIT _ CONTACT THE CUCAMONGA COUNTY WATER INSTALLED UNDER NOSE OF PLANTER AREAS. TREE-24" eox s DISTRICT FOR COSTS AND INSTALLATION III�I o F' = W EXISTING SLEEVE ROUTE MAIN PRESSURE SLEEVES SHALL BE SCHEDULE 40 PVC W SUPPLY LINE AND WIRE SLEEVE AS PER FUTURE OUTLETS 157 PROCEDURES. ( rr 3i fA CALTRANS IRRIGATION CROSSOVER DETAIL INSTALLED A MINIMUM OF 24" BELOW FINISH EXISTING WATER PRESSURE: 87.0 P.S.I. I _ NO. 17, SHEET 17 OF 28. GRADE SIZE NOTED. 471 SYSTEM DESIGN PRESSURE: 72.0 P.S.I. 21 I I C (n TOTAL OUTLETS _ j PEAK IRRIGATION DEMAND: 51 .0 G.P.M. — LLJ -, TOTAL ESTIMATED EMITTERS REQUIRED: ' W We ZFOOTHILLBOULEVARD0_ W N „ N �' N /MR ` R v N W_ •Z 7 11 vzZ 2 _ " G772/GAL GO Od/ 1 -_ 2 3/ f 14 1' 1' ' � 2� ELE ;, N r _ I, y2 4 A I , �.4� �?;--•Q - � y2� �4 1 W= =�— CLCCr/t/CAL CO/VDU/T �_ 2 N ■ --- - �_ ��_� - - - — — - - — - - - - - -� y2 yz _ _ QII _ - -- -- - -- -- _— -- -- -- - - ----- -- -_-_- - _ _ /G/1 4M ` - �' ECECjR/CAL GONDU/T 4'' 2j2n 2}2n- — LU= I " ELECpR ` LU — 2/2 CONor'//r 1 1r4" PRESSURE REGULATING VALVE t- Z Z- 1 1/4" PRESSURE REGULATING VALVE = J Q _ =� TYP. PULL BOX TO BE INSTALLED PER CAL TRANS Fil. PRESSURE REGULATING VALVE 296G.R . �0 42) f5. P5 4 G.P.H. V STANDARDS FOR WIRE CONDUIT IN HARDSCAPE 86 277 'n - 25.2 664 AREAS. SPACING OF PULL BOXES SHALL NOT EXCEED (. _ 200' O.C. REFER TO DETAIL NO. 17 SHEET 18 OF 27 ELECTRIC CONTROL VALVE NO. A6 Q cc FOR FURTHER INFORMATION. G PLANT QUANTITY OUT OUTLETS REQ'D _ SCALE 1":20' GROUND COVER 14 1 74 SHRUB-5 GAL -- 2 -- ELECTRIC CONTROL VALVE NO. Al TREE-24" BOX 6 -- PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D DESCRIPTION OF REVISION DATE CITY - - - — -- - — - •- NOTE: FUTURE OUTLETS �4 GROUND COVER D SHRUB-5 GAL 145 2 28G TOTAL OUTLETS 148 CITY OF RANCHO CUCAMONGA ALL PRESSURE AND NON PRESSURE LINES SHALL BE TREE-24" BOX 6 PRESSURE TESTED IN CONFORMANCE WITH CAL TOTAL ESTIMATED EMITTERS REQUIRED: ZS FUTURE OUTLETS 143 TERRA VISTA TRANS STANDARDS. . - DRIP EMITTER SCHEDULE TOTAL OUTLETS 429 FOOTHILL BLVD. MEDIANS - 1 GAL. GROUNDCOVER 1 EMITTER OUTLET PER SHRUB TGTAL ESTIMATED EMITTERS REQUIRED: 72 IRRIGATION PLAN THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY - 3 PLANTS PER SALCO PC6-2 EMITTER CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED INLINE, ONE (1) PER FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA - CAP 3 REMAINING PORTS FOR FUTURE WATER METER, AS PER NOTES, WITH TEN (10) DIAMETERS OF SENSOR-SIZED PIPE REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL �ANDS� LEWIS HOMES t UPSTREAM OF FLOW SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED PIPE BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND 5 GAL. SHRUB 2 EMITTER OUTLETS PER SHRUB ���E,O / 4pE,-�9 APPROVED BY DATE6 " om`` / DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). FLOW SENSOR SHALL BE PURCHASE INFORMATION CONTACT: - 2 SHRUBS PER SALCO PC6-2 EMITTER �S �y, CITY ENGINEE '' RC E NO 24953 INSTALLED MINIMUM TEN (10) SENSOR-SIZED DIAMETERS UPSTREAM OR - CAP 2 REMAINING PORTS FOR FUTURE - DOWNSTREAM FROM ANY VALVE, FITTINGS, METER, OR BACKFLOW DEVICE. WIRES RICH MURRAY I? F^ DESIGN •1 i RCC "MMENDED FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE CALSENSE 24" BOX TREE - 6 EMITTER OUTLETS PER TREE 1-ANI ) L NKK I-RN, L � �. D_P--- (1)RED STANDARD#14 IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE HOUSED 2075 CORTE DEL NOGAI, SUITE J - 1 TREE RECEIVES 2 SALCO PC6-2 -- `�� CanterdpeArChfleCttlre/Plavininq IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED ON CARLSBAD, CALIFORNIA 92009 EMITTERS d d. Pagan a DRAWN V I� 17W EasI Deere Avenue SHE E T PLANS AND MARKED " F.S." FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM - �Q ....1 Sano Ana, CA 92705CALSENSE LOCATED AT 2075 CORTE DEL NOGAL. SUITE J, CARLSBAD, CA 92009. (714) 458-0129 IRRIGATION CONSULTANT .�j� P-P A A-1— OF -27 EMITTER FOR FUTURE CAP 3 REMAINING PORTS PER EACH 100 WEST FOURTH STREETCALIp (714)250-4822 Fax(714) 752-2469 OF F HECMED ORAwiYG NO SAirTA ANA CALIFORNIA 02701 RCE NO _ (7 11) 036-4363 D /� -- -- 1 DATE - --- - - - FILE NO - - - LlzL13 SHEET NOs-OF �� --- ----- ----- - - -- - , ELECTRIC CONTROL VALVE NO. A2 ELECTRIC CONTROL VALVE NO. A3 — PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D _ GROUND COVER 1 GROUND COVER -- 1 - 111111000,1 (� STATE RIGHT OF WAY O SHRUB-5 GAL -- 2 SHRUB-5 GAL 159 2 31a — — _ C TREE 24" BOX •42 6 152 TREE-24" BOX -- 6 -- NFUTURE OUTLETS 252 FUTURE OUTLETS 159 T Q TOTAL OUTLETS 504 TOTAL OUTLETS 477 co) r y TOTAL ESTIMATED EMITTERS REQUIRED: 0� TOTAL ESTIMATED EMITTERS REQUIRED: a4 80 = 300 GPA ,ae4 5 _ O G.P. AZ �rr +_ W = p�.4 6 . . A3 16 88 N— — 3 _ = FOOTHILL 28 �_ cl) BOULEVARD �= o w —_ w (n - lya 1� I Iyk, lyp„ (� . 1„ 1„ 2 '' �Zu . - y2 i z • a -� - — w _ —— 42 " 2. • Z — _ -- a ---!• rr 1 _ = TC 22 ��" 2^� — ---- ELECTRIC CONTROL VALVE NO. A4 1-114" PRESSURE REGULATING VALVE CGECjRICAL CONOU/T PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D W 1-1/4" PRESSURE REGULATING VALVE Z a - GROUND COVER 75 1 75 1" PRESSURE REGULATING VALVE .I SHRUB-5 GAL -- 2 -- TREE-24" BOX -- 6 - U FUTURE OUTLETS 75 — a TOTAL OUTLETS 150 IRRIGATION LEGEND TOTAL ESTIMATED EMITTERS REQUIRED: 25 _ SYMBOL MANUFACTURER MODEL NO. DESCRIPTION w IL® CALSENSE (A)2000-1G SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MYERS MEUG-I-M 285 -- (5)2000-2A WITH RAINMASTER 24PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE CONDUIT FOR FUTURE MODEM - SIZE NOTED _ RAINSIRD "EFG-CP SERIES ELECTRIC CONTROL VALVE WITH PVC WYE STRAINER AND CHAMPION 300 - - — SERIES MANUAL ANGLE VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE Box WITH LOCKING PLASTIC LID (801T DOWN) ELECTRIC CONTROL VALVE NO. B17 _ O WILKINS MODEL SOO PRESSURE REDUCING VALVE - SIZE NOTED - SET AT 40 P.S.I. REFER TO DETAIL NO. 10. PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D O RAINBIRD 33-OLRC QUICK COUPLING 1ALVE WITH LOCKING VINYL COVER -3/4' GROUND COVER 95 1 95 ■ WILKINS 575-RP REDUCED PRESSURE TYPE BACKFLOW PREYENTER - SIZE NOTED SHRUB-5 GAL -- .- I 2 0 TREE-24" BOX -- 6 _ \4 — m N NIBCO T-113 SERIES GATE VALVE WITH 1'RONZIF GRI f1/1NDLE-1-IM6 e1Z8? �—. O CALSENSE 1000-5 MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY AND LOCATION FUTURE OUTLETS 95 r. ® HARDIE 102-H.C. NORMALLY CLOSED MASTER VALVE - SIZE NOTED (PER CAL TRANS) �FICE PARK O SALCO FLUSH OUT ASSEMBLY - SEE DETAILul) TOTAL OUTLETS 190 09 DATA INDUSTRIAL 220P FLOW SENSOR - INSTALL 30" DOWNSTREAM OF B.F.P.D. AND 30- UPSTREAM OF TOTAL ESTIMATED EMITTERS REQUIRED: 32 N MASTER VALVE /^ THTC �T No SALCO I PC6-2 MULTI OUTLET EMITTERS - SEE DETAIL NO. 11. {,� �!^ �bl�s 7 — Q — --- BURIED PRESSURE MAIN LINE PIPING - PYC CUSS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES 11 AND SMALLER - SIZE NOTED - MINIMUM 18- COVER �. _ W = BURIED NON-PRESSURE EMITTER/LATERAL LINE PIPING - PVC. SCHEDULE 40 - SIZE NOTED - MINIMUM 12" COYER . -` y,a '�, ��,\:TAAcrJ�es451+'.�`.-� r.••�!-:. -a- •'�i.'�sa uniTs.. .-APART 14 ENr,_%, �— ��� ..T 3.7;A CpSi: ..TRAC�T-127 _ �=s=z= PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY/HARCSCAPE - PYC SCHEDULE 40 - SIZE NOTED - MINIMUM '� ` © ^2ti•lgllCXc. O = 24' COYER-EXISTING - ; cs• HIGH r'�r��f 7 j� 4ViJ_A,�,k}�`tif �_ IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED EXISTING (S a - ��j ^mow DENSIT ^C•"T 1jy l' y•r�� 1"' APTS. 17.3 OMITS AC,1Et _ INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (DRIP MODE) z�.�'r-z ,->�r7� "`' 'l`��i y' _ 30.0 D.U./AC. C _ VINDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER 'S ��Mn — VINDICATES ELECTRIC CONTROL VALVE SIZE i )00! a — LriNDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (FLUSH MODE) , _- �`: 7�i��} ( � �� - 384 G.P,H gl� 6.4 4Q C — -r� w : :':=7ERR�lVISTA� OW`-rN-fix"CiEceN:-c f]"i:t3��i: '�1 r� lin4• • �y. 1n LLI W h rl M VT; cn FOOTHILL OTrr BoL (Q� — 5. -= WBOULEVARD =W - _ (n - � M 1 1 �1 LOCATION. _ e n I 2 W • y21nuIr y2r 3�4 y_ 2' 1!f�ii 2 — Z111111111110 = i 2: = a.l a°� I" 4 _ W Z TYPICAL TREE EMITTER LOCATION 2 1" PRESSURE REGULATING VALVE CMULTIOUTLET EMITTERS PER TREE. REFER c TO DETAIL NO, 11 SHEET 18 OF 27 _ V _ — a I — NOTE: DESCRIPTION OF REVISION DATE CITY APPROVED _ _ — ALL PRESSURE AND NON PRESSURE LINES SHALL BE CITY OF RANCHO CUCAMONGA _— PRESSURE TESTED IN CONFORMANCE WITH CAL TRANS STANDARDS. TERRA VISTA DRIP EMITTER SCHEDULE FOOTHILL BLVD. MEDIANS 1 GAL. GROUNDCOVER 1 EMITTER OUTLET PER SHRUB SCALE 1 :20 IRRIGATION PLA N NOTE: CONTRACTOR TO COORDINATE CONTROLLER THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY - 3 PLANTS PER SALCO PC6-2 EMITTER PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA - CAP 3 REMAINING PORTS FOR FUTURE �Ep LAryps LEWIS HOMES STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL S1�' jNERO)V '°�` APPROVED BY DATE �'±� Q� BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB V � � 9 ' PURCHASE INFORMATION CONTACT: - 2 SHRUBS PER SALCO PC6-2 EMITTER ?� CITY ENGINEER r RC E NO —24-253— CAP 2 REMAINING PORTS FOR FUTURE o DESIGN } RFC MM(NJE `" RICH HURRAY '1' t4 IKN, 1-1-1 )' CALSENSE 24" BOX TREE - 6 EMITTER OUTLETS PER TREE !i ~ _ b P - •-V� Ca dscapEAmh►teeftire Prd/in►ng �' e'Zg. NOTE: THIS IRRIGATION SYSTEM IS BASED 2075 CORTE DEL NOGAL, SUITE - 1 TREE RECEIVES 2 SALCO PC6-2 d d. Pagano �, � DRAWN 1 � 15DEast Deem Avenw s►+ E UPON A MAXIMUM OF 3" WATER PER WEEK CARLSBAD, CALIFORNIA 92009 EMITTERS �.� ....J -Santa Ana CA 92105 CAP 3 REMAINING PORTS PER EACH IRRIGATION CONSULTANT — _ P— -- ,/' -os 2,7 APPLIED FOR 8 HOURS A NIGHT ! 6 DAYS A 17141 458-0129 i�?8 WEST FOl1RTH STREET OF Cg11iGRN � 1114)25x4822 Fax(114) 152-24&9 WEEK. ( 9:OOPM - 5:00 AM }. EMITTER FOR FU CHECKED ORAwIvG NO SANTA ANA CALIFORNIA 92701 ` p RCE NO __ _ (7 14) 835-2353 - - - DATE _ FILE NO 14 SHEET NOs/OF &6 - - - - --- - IW ' ELECTRIC CONTROL VALVE NO. B15 ELECTRIC CONTROL VALVE NO. B14 ELECTRIC CONTROL VALVE NO. B13 PLANT QUANTITY OUTLETSiPLANT OUTLETS REQ'D PLANT QUANTITY OUTLETSIPLANT OUTLETS REQ'D STATE RIGHT OF WAY 7 PLANT QUANTITY OUTLETS;PLANT OUTLETS REO'D �O. N GROUND COVER -- 1 -- GROUND COVER -- 1 -- GROUND COVER -• 1 r SHRUB-5 GAL 182 2 � SHRUB-5 GAL 163 370 — 2 SHRUB-5 GAL 177 2 354 _ _ TREE 24" BOX -- 6 -- TREE-24"BOX •- 6 - TREE-24" BOX - 6 FUTURE OUTLETS 102 FUTURE OUTLETS 185 FUTURE OUTLETS 177 W - - 3 W TOTAL OUTLETS 546 TOTAL OUTLETS 555 TOTAL OUTLETS 531 — 0 N _ � 91 = J _ TOTAL ESTIMATED EMITTERS REQUIRED: TOTAL ESTIMATED EMITTERS REQUIRED: °95 TOTAL ESTIMATED EMITTERS REQUIRED: 8T —_ W WM —r _ �� _ _ W = FOOTHILL BOULEVARD _ W Uj P 7IiN LY M 731! /C 1 I�N • fR 2iN �E' N IR N / ► 11�I' 11�N _ 7 ^� 1 1 '7 1 I^z YL� �– 3/" lil ly• 2P – y2„ 23 — — — - 1 -2^ � 1y4, {" IW Iy„ az 1„ I,4,. a4 1' " - — Y �.i' I, �4., 1�„ Iy2,: 114,. I 3_ Q� - - „ w %I' 1212.64 TC 4'� L.EcT/!/cAL 4 E 'a 2y2r 2 �� 2 2 ELEc7X ICA L Z CoNOI//T W ECEC7M1CAL CONOU/T CONDO/T Z — 1-1 i4" PRESSURE REGULATING VALVE 1-114" PRESSURE REGULATING VALVE 1-1/4" PRESSURE REGULATING VALVE J _ _ MIND 16.6 � 6 GP.RFI g� 1 ✓gG.P.H — U U _ M) 81r0 710$ G.P.H• 2 PJIrJ 092 GP•H. PRESSURE CALCULATIONS .4 j n 31,9 III 3126 �I/ — _ a I _ WATER METER P SIZE c _ c L1-114" PRESSURE REGULATING VALVE H.G.L. 1411 _ _ _ ELEVATION 1211 _ — 200 X.433 - 86_6 P.S.I. _ —— Rte• C"1NT1101.VALVE 815 SIZE III — — — — — — — _ _ MAXIMUM DEMAND _02 _ G.P.M. �. ELECTRIC CONTROL VALVE NO. B16 A`''te' I IRR1GAlION LEGEND •. n r7p.os p.Le•iMLa sv 4� _ P,i C h I LA MtSSlO '.f,.'F�-:-=>L'r+'- ,,�� s• P� SYMBOL MANUFACTURER MOOCL M0. DESCRIPTION ELEVATION 1212 `�` PRESSURE 0 R.C.V. 06.2 P.S.I. PLANT QUANTITY OUTLETSIPLANT OUTLETS REO'D (i A✓alarF��T .0 �L ?; ;1 �TDENSR - F QSp 4)' "� ulsttlst )2000-1G S[RIEs AUTarurlc SPRINKLER CONTROLLER N(1UMTCD WITHIN MT[RS N[uc-1 N IRs * y`j (5)2000-34 N(1M RAINMASTCR 21 PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE ,�121 (TREMA C T y'K t is iCie HOUSING d Z P�r T� ay �..+C.'.vcc' G.Y.Y:C:C" 173 UNITS 7O '�,.F 4 rY �P '�� CDNWIT FOR FUTURE MODEM - SIZE NOTED GROUND COVER -- 1 y� ---� :R JJvv S.R> ACRES p�AA •� M a �r „i{ - �. 30.0 J_/AC. R"a ' O RAINRIRD "Ef8 CP SERIES Il[CTRIC CONTROL VALVE WITH PVC WYE STRAINER AND CIt 10111 300 2 WATER METER ,3.0 _ �1 JGE-A �F �._ _ ,� j�l[�'y SERIES MANUAL ANGLE VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE SHRUB-5 GAL -- 2 -- , ` _ 'T.,-•,:-.- ...,,�bwQ�,x ` ESIDETIT�A�I � . wE NITN LOCKING PLASTIC LID (BOLT DOWN) R.P.BACKFLOW DEVICE ate. T y L [C��` ZCI n`o 8.5 `.=s�n '. r��"r.�,sheLy�Y MEDICAL OFFI O WILKINS MWtL $DO PRESSURE REDUCING VALVE - SIZE NOTED - SET AT 40 P.S.I. TREE-24" BOX 32 6 192 9r U3?A r7 7 ( aT.o Aa 1_ — GATE VALVE -Q 1 2'``�Gg�j ( REFER TO D4tA1L ND. 10. ya" ��lst FUTURE OUTLETS 192 �1 X�- MASTER VALVE -3.� FOOTHILL O RAIMR LRD 33OLRC QUICK COUPLING VALVE NI1N LOCKING VINYL COYER -3/4• 1 WILKINS S7S-RP R[OVCED PRESSURE TYPE BACKFLOW PREYCNTER - SIZE NOTED 'SOUTHWEST SOVTMEAST� -- PRESS.REG.(FALL-OFF) - .COADRANT.S0UT ANT TOTAL OUTLETS 384 2 %, MAIN LINE LOSS 7.0 B•1 NIBCO T-113 SERIES GATE VALVE WITH twoNLE e.A7sS Hmptm-&- o smor. TOTAL ESTIMATED EMITTERS REQUIRED: 64 1" REMOTE CONTROL VALVE 10.0 PROJECT LOCATION CALSENSE 10DO-S (MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY AND LOCATION EI) HARDIE 102-N.C. NORMALLY CLOSED MASTER VALVE - SIZE NOTEO INCA CAL TRANS) — _ EMITTER LATERAL LINE 4.� FLUSH Wt ASSEMBLY - SEE DETAIL p ulcD _ FITTING LOSS (10X) 2.2 0 DATA INDUSTRIAL 220► FLOW SENSOR - INSTALL 30' DOWNSTREAM OF B.F.P.D. AND 30' UPSTRtAM OF PASTER VALVE — 2.0• ELEVATION CHANGE (LOSS) AAs_ STATE RIGHT OF WAY I —— me SALCO PCT'-I MULTI OUTLET EMITTERS - SEE DETAIL NO. 11. — :� _ --- - BURIED PRESSURE PAIN LINE PIPING - PVC CUSS 715 i0R SIZES Y AND LARGER AND PVC SCHEDULE 40 FOR SIZES 11' I TOTAL SYSTEM LOSSES $67 AND SMALLER - SIZE NOTED -MINIMUM 16' COYER PRESSURE REQUIRED AT HEAD: 3Q.Q_ BURIED NON-PRESSURE EMITTERILATERAL LINE PIPING- PVC SCHEDULE ID - SIZE NOTED - MINIMUM 12' COYER Ile �• t^-ERI''t_� PIPE SICEYt FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY/NAROSWC - WC SCHEDULE 40 - S3IC NOTED - MINIMUM � _ TOTAL PRESSURE REQUIRED: f-8L_ 24' COYER-EXISTING IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - IVC SCHEDULE 40 - SIZE NOTED-EXISTING r STATIC PRESSURE AVAILABLE: 67.0 s 1" PRESSURE REGULATING VALVE REG. PRESSURE AVAILABLE (PRE-SET): - —tN0ICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (DRIP MODCI —, /�~ --INDICAT[S ELECTES OiNICCCONTROILYAIVONSB�CIEA STATION NIPMCR — RESIDUAL WATER PRESSURE: 16.5 10\ FLOW IN G.P.A. FOR ELECTRIC CONTROL VALVE (FLUSH NODE) W ETODETAIIL TREE EMITTER LOCATION 2 400 GPH SIC 6.$ W CITY RESIDUAL WATER LET EMITTERS PER TREE. REFER 1" I1.7 — W �IyO PRESSURE REQUESTED: 15.20 P.S.I. NO. 1 1 . SHEET 18 OF 27 _ _ I w _ cn a = BOULEVARD 2 _ �GEc fi,c�� cPsNAu/T � — — � I W FOOTHILL _ .-._ — � Z Z - WW cecTc/cA� coNDITch W TIMOR yR — �I 1 3/4 kz y l2 14 2 TYP. PULL BOX TO BE INSTALLED PER CAL TRANS Z 3 2Y Z I y STANDARDS FOR WIRE CONDUIT IN HARDSCAPE -- AREAS. SPACING OF PULL BOXES SHALL NOT EXCEED — 1• i4 z 1 W2 -- y 200' O.C. REFER TO DETAIL N0. 17 SHEET I ' 25 OF 2-7 _ _2y2 ELECTRIC CONTROL VALVE NO. B12 Z1 M*CTic/cA�zl` FOR FURTHER INFORMATION. e[ ELECTRIC CONTROL VALVE NO. B11 ELECTRIC CONTROL VALVE NO. B10 W coNDU/T Z PLANT QUANTITY OUTLETS;PLANT OUTLETS REO'D PLANT QUANTITY OUTLETSiPLANT OUTLETS REO'D PLANT QUANTITY OUTLETSiPLANT OUTLETS REQ'D PRESSURE MAINLINE PIPING SLEEVE AND — 1 1i4" PRESSURE REGULATING VALVE _IRRIGATION CONTROL WIRE CONDUIT W GROUND COVER 1 - GROUND COVER 1 -- GROUND COVER 100 1 100 ,� Z INSTALLED UNDER NOSE OF PLANTER AREAS. SHRUB-5 GAL 18B 2 37� 1128 b11 826 G.�H .- SHRUB-5 GAL -- 2 -- SLEEVES SHALL BE SCHEDULE 40 PVC J U � 23$ u -- 18. 812 GP. SHRUB-5 GAL 2 W TREE-24" BOX 6 329 �" 1-1;4" PRESSURE REGULATING VALVE INSTALLED A MINIMUM OF 24" BELOW FINISH a -- TREE-24" BOX 34 6 204 TREE-24" BOX -- 6 '- GRADE - SIZE NOTED. � (� w FUTURE OUTLETS 188 FUTURE OUTLETS 204 FUTURE OUTLETS 100 N _ MG TOTAL OUTLETS 5�4 TOTAL OUTLETS '�� TOTAL OUTLETS 200 TOTAL ESTIMATED EMITTERS REQUIRED: 114 TOTAL ESTIMATED EMITTERS REQUIRED: Mob TOTAL ESTIMATED EMITTERS REQUIRED: 34 _ _ DRIP EMITTER SCHEDULE FTE: CONTRACTOR TO COORDINATE CONTROLLER THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY - MING WITH A CALSENSE REPRESENTATIVE AND A FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA 1A MBER OF THE CITY MAINTENANCE DEPARTMENT. REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL 1 GAL. GROUNDCOVER 1 EMITTER OUTLET PER SHRUB BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND - 3 PLANTS PER SALCO PC6-2 EMITTER CITY PURCHASE INFORMATION CONTACT: - CAP 3 REMAINING PORTS FOR FUTURE DESCRIPTION OF REVISION DATE AOPRORovco RICH MURRAY 5 GAL. SHRUB 2 EMITTER OUTLETS PER SHRUB CITY OF RANCHO CUCAMONGA � CALSENSE - 2 SHRUBS PER SALCO PC6-2 EMITTER - NOTE: THIS IRRIGATION SYSTEM IS BASED 2075 CORTE DEL NOGAL, SUITE J - CAP 2 REMAINING PORTS FOR FUTURE UPON A MAXIMUM OF 3" WATER PER WEEK CARLSBAD, CALIFORNIA 92009 TERRA VISTA APPLIED FOR 8 HOURS A NIGHT 1 6 DAYS A (714) 458-0129 24" BOX TREE - 6 EMITTER OUTLETS PER TREE WEEK. 19:OOPM - 5:00 AM ). 1 TREE RECEIVES 2 SALCO PC6-2 - FOOTHILL BLVD. MEDIANS _ EMITTERS - CAP 3 REMAINING PORTS PER EACH EMITTER FOR FUTURE SCALE 1":20' t AnDsIRRIGATION PLAN NOTE: - �a c�P�, �� �"��N LEWIS HOMES ALL PRESSURE AND NON PRESSURE LINES SHALL BE t+A o y y APPROVED BY A DATE � '` 1" PRESSURE TESTED IN CONFORMANCE WITH CAL TRANS STANDARDS. CITY ENGINEER -- _ RCE NO X4953 14 SIGN REC 'MMENJE� �,� ����%� � -- p P -- -- � -Y_ Car>dscapeArehitecture/Pfanning l`�b• ��'�1 dd. Nagano � OF CA 1i DRAWN ,I� t75OEast Deere Avenue SHEET IRRIGATION CONSULTANT —p P -- - yyJl f Santa aa, CA 92fa705 752 2469 �-- OF 27 100 WEST FOURTH STREET CNECRED DRAWi4G NO BANTA AHA CALIFORNIA 02701II\\ R C E NO / q _ (7 14) 036-2363 V DATE —.-__-- __ FILE NG -_ _ _L�l.c — SHEET NO?�'OF 66 — ELECTRIC CONTROL VALVE NO. B9 STATE RIGHT OF WAY 7 — - - PLANT QUANTITY OUTLETSIPLANT OUTLETS REQ'D _ — _ GROUND COVER 78 1 78 O �_ SHRUB-5 GAL 2 _ I 40TREE-24" BOX 6 I EXISTING SLEEVE - ROUTE MAIN PRESSURE .. _ + — SUPPLY LINE AND WIRE SLEEVE AS PER N CALTRANS IRRIGATION CROSSOVER DETAIL FUTURE OUTLETS 78 O NO. 17, SHEET 17 OF 28. X12 II J — `11 TOTAL OUTLETS 156 W r _ IMINNIN cc �u W PRESSURE MAINLINE PIPING SLEEVE AND in - - IRRIGATION CONTROL WIRE CONDUIT TOTAL ESTIMATED EMITTERS REC1U1Rf0: 26 —_ W INSTALLED UNDER NOSE OF PLANTER AREAS- SLEEVES SLEEVES SHALL BE SCHEDULE 40 PVC BOULEVARD ELECTjC — UNI (n INSTALLED A MINIMUM OF 24" BELOW FINISH _ W FOOTHILL GRADE SIZE NOTED. -�- -- W 7 2 _ _ �_�= ELECTR/C,�tL _� ► ELEC�/C/GAL GoNDU/j 2 ■ y y N Al k2A �c ^ (• {y4' u T ■ {� " 2�2 �? coAiouir -- --- N — y 2 -' 201 - - -- �+ _ y2r y2-- — 4 _ --— ---. — _ ? NMj IRRIGATION LEGEND 4 J, 2 1" PRESSURE REGULATING VALVE SYM80L MAWUFACIUR(R MOD(L NO. DESCRIPTION Uj Q CALSENSE (A)2000-I(; SERIES AUTOMATIC S0RINKL(A CONTROLLER MOVMT(0 MITNIR MYERS M(U.-I-11 IRS — TYPICAL TREE EMITTER LOCATION 2 (a)2w-&1 x1IN RAIWMAST(N 2NPC P(R7AN(Ni R[HOI( CONTROL PIGTAIL AND 1ELEPIIOME CABLE = S Z = ( CONDUIT FOR FUTURE M00(H - S(ZE NOTED -- MULTIOUTLET EMITTERS PER TREE. REFER O RAINDIND •EF2 CP SERIES u(CTRIC CONINOL VANE WITH PVC WYE START MEN Arm CM(AMPION Sao SERIES MANUAL AMC([ VALVE - SIZE NOT(0 - INSTALL IM SIDE CHRISTY CONCRETE J TO DETAIL NO. 11 009 WITH LOCKING PLASTIC LID (DOLT DOWN) — - - ---" - - - Q WI DINS MCN)CL 500 PRESSURE RUNMCIMG VALVE - SIIC NOTED - SCT AT NO F.S.I. U �—• RCF(R TO DETAIL NO. 10. I• _ — O RAINRIRO 33-OIRC QUICK COMING YAIYC WITH LOCKING VINYL COVER -3/4' Q - - _ r ■ WIU Iw5 SMS-R/ REDUCED PRESSURE TTPC BACKFLOW PRCY(NTLR - SIZE NOTED - - — ►4 MCO T-113 SERIES GATE VALVE WITH SRON3M GICOSS►4NVyft_E-I-INE SIZE CALSENSE 1000-5 MOISTURE SENSORS - SCE NOTE ON DRAIIM6S FOR QUANTITY AND LOCATION PSEEN -0.1 /� 19 HARDIE 102-N.C. MORALLY CLOSED HASTEN VALVE - SIZE NOTED (PER CAL IRAWS) — L - - - -- - - - - -- - - - -- - - - - O SALCO FLUSH OUT ASSENLY - SEE DETAIL F T OF CONNECTION CONNECT TO 1'/:" TURBINE ONE (1) CALSENSE 2000 24 - STATION AUTOMATIC SPRINKLER CONTROLLER "B" � DATA INDUSTRIAL 220► FLOW SENSOR - INSTALL 10' DOWNSTREAM Of A.F./.0. AMO >t0• UPSTREAM 0! WASTER VALVE ER METER FOR IRRIGATION. THE CONTRACTOR MOUNTED WITHIN A ME MEUG 1 M COMBINATION ELECTRIC METER AND .. sAlco ' PGR-I MULTI WiICT EMITTERS - ICC DETAIL N0. 1I. _ L MAKE ARRANGEMENTS AND PAY ALL COSTS CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY FOR — BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 311 FOR SIZES 2• AND LARGER AND PVC SCHEME 4D FOR SIEES 11• HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE AND s7AllCR - SIZE NOTED -RINIMM(M 16" COVER FOR THE INSTALLATION OF NEW WATER METER. BURIED MON-PRESSURE (HITTER/LATERAL LIN(PIPING - PVC SCHEDULE 40 - SIZE NOTED -MINIMUM 12• COYER CONTACT THE CUCA"JIONGA COUNTY WATER CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY DISTRICT FOR COSTS AND INSTALLATION CITY OF RANCHO CUCAMONGA AUTHORIZED ,� = PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAVNARDSWE - /VC SCHEDULE NO - SIZE NOTED -PINITIRM 14• COYER-EXISTING PROCEDURES. REPRESENTATIVE. °,s IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PYC SCHEDULE 40 - SIZE NOTED-EXISTING ELECTRIC CONTROL VALVE NO. B7 EXISTING WATER PRESSURE: 87.0 P.S.I. w Z B P U INDICATES FLOW IN G.P.M. FOR CLECTRiC CONTROL VALVE (DRIP MODE) SYSTEM DESIGN PRESSURE: 69.0 P.S.I. �. —1NOIUTCS AUTUUTIC SPRINKLER CONTROILCR SfAT10N N(PTe(R PLANT QUANTITY OUT LETS,PLANT OUTLETS REQ'D PEAK IRRIGATION DEMAND: 64.0 G.P.M. © � � INDICATES ELECTRIC CONTROL YAEYC 512[ �IMOIUICS FLOW IN 0.►.M. EOR Cl(LTR1C CONTROL YALYE (FLUSH AMC) GROUND COVER 1 I (STATE RIGHT OF WAY — 2,r- - � SHRUB-5 GAL -- 2 -- -- �_ TREE-24" BOX 6 210 I = FUTURE OUTLETS 210 _ Ln TOTAL OUTLETS 420 = r TOTAL ESTIMATED EMITTERS REQUIRED: 70 I I II V_ �= W F - ... ... L� 4H� I IMV 1 11 F>e W W = a1 1-114" PRESSURE REGULATING VALVE. 1-1i4" PRESSURE REGULATING VALVE G.P.H. 1 N_ > = ,r u �� 1 �11 cr=. N o _ N I III 1" PRESSURE REGULATING VALVE T W r.: fBOULEVARD = WM II fiP. C�t?H �� 245 L 2 N 2LBCTIC/COIL CoNou/T �N 2"l EtecmlcAL N Q II 3� T H ' L _ ---- -- `Y - con/ou/ 2 00 LEGTR — -- .. - `— — W = Ir N Go/vz7aIr — — ---�--r---fir `s _ - - ��- -- _ - r _. ._._ - - - — �— 1 - -- ---- 2 2 _ _ — 2 C� � _— -�------ -- -- far {, �Yq, X41 ly4 ,�I 3/4 � y / �n u I - � yz' y2. � - I*4n I 4 ----- - - �- 2 W _ ELECTRIC CONTROL VALVE NO. B8 ELECTRIC CONTROL VALVE NO. B6 ELECTRIC CONTROL VALVE NO. B1 NOTE: _ W __ _ Z Z PLANT QUANTITY OUTLET S,PLANT OUTLETS REQ'D PLANT QUANTITY OUTLETSiPLANT OUTLETS REQ'D PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D [GRADE ESSURE MAINLINE PIPING SLEEVE AND ALL PRESSURE AND NON PRESSURE LINES SHALL BE RIGATION CONTROL WIRE CONDUIT J J — PRESSURE TESTED IN CONFORMANCE WITH CAL — T GROUND COVER 1 GROUND COVER 1 GROUND COVER 73 1 73 � T TRANS STANDARDS. STALLED UNDER NOSE OF PLANTER AREAS. _ V SHRUB-5 GAL 187 2 3A4 SHRUB-5 GAL 171 2 342 SHRUB-5 GAL 2 EEVES SHALL BE SCHEDULE 40 PVC — STALLED A MINIMUM OF 24" BELOW FINISH MOM TREE-24" BOX 6 -• TREE-24" BOX -- 6 TREE-24" BOX - 6 -- SIZE NOTED. Q FUTURE OUTLETS 187 FUTURE OUTLETS 171 FUTURE OUTLETS 73 TYP. PULL BOX TO BE INSTALLED PER CAL TRANS _ STANDARDS FOR WIRE CONDUIT IN HARDSCAPE TOTAL OUTLETS 561 TOTAL OUTLETS 50 TOTAL OUTLETS 146 AREAS. SPACING OF PULL BOXES SHALL NOT EXCEED TOTAL ESTIMATED EMITTERS REQUIRED: 914 TOTAL ESTIMATED EMITTERS REQUIRED: 8G TOTAL ESTIMATED EMITTERS REQUIRED: 25 200` O.C. REFER TO DETAIL NO. 17 SHEET I$ OFLT FOR FURTHER INFORMATION. DESCRIPTION OF REVISION DATE CITY AP►ROVTD I CITY OF RANCHO CUCAMONGA ��• / r.���-����' .� "I; TERRA VISTA DRIP EMITTER SCHEDULE C. - l x rrsslI SCALE 1 ":20'-0" =y�qq - � FOOTHILL BLVD. MEDIANS I � .. h�'�a•X�'�W tom'.-Ya'•:4E DtNsrt {T' � 1 GAL. GROUNDCOVER - 1 EMITTER OUTLET PER SHRUB K- „�,�,,�,��; ,� NOUsrNo a W e � • THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY NOTE: CONTRACTOR TO COORDINATE CONTROLLER T - r.4Q I ^C<fald@c 17lUMIT3iJ �-- '�cp 3 PLANTS PER SALCO PC6-2 EMITTER y-- 5;4 3.'A ALAE: FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA • �"{ "`' SO.O D.UJAC. PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A - CAP 3 REMAINING PORTS FOR FUTURE T� �r CI!`' t" Nf _ D REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. R " ,_-� [-..L �s�4ErrtfA T� IRRIGATION PLAN BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND - AIiG►:1 MEDICAL OFF• CAPE A 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB 14 {Ire� F _6 1L i*%V n r oT.o AC. ps RCy PURCHASE INFORMATION CONTACT: y - �f • 2 SHRUBS PER SALCO PC6-2 EMITTER eOULEVARD NQ FC LEWIS HOMES - - -- FooTNFLL - CAP 2 REMAINING PORTS FOR FUTURE 1-1 1 ---- RICH HURRAY 4 APPROVED 8Y DATE CALSENSE 6 _- .- SOUTHWEST:SOUTMEAST CITY ENGINEER .O � RCE NO X4953 24" BOX TREE - 6 EMITTER OUTLETS PER TREE UADRANTIOUADRANT H 2075 CORTE DEL NOGAL, SUITE NOTE: THIS IRRIGATION SYSTEM IS BASED 1 TREE RECEIVES 2 SALCO PC6 2 LOCATION = DESIGN RE MMEMvJE,. CARLSBAD, CALIFORNIA 92009 UPON A MAXIMUM OF 3" WATER PER WEEK Q i (714) 458-0129 APPLIED FOR 8 HOURS A NIGHT 16 DAYS A EMITTERS . D -�— CAP 3 REMAINING PORTS PER EACH 0 o Landscape ArchiteclurelPtanninq GJi� S ZGt'q 1 d d tea ��� 1-DRAWN W � WEEK. ( 9:OOPM - 5:00 AM }. EMITTER FOR FUTURE Pagano 9 GP � 1750 fast Deere Avenue SHf E T A 1E 4F 14 IRRIGATION CONSULTANT Saab Ana. CA 92/V5--p P ---- - - - � ' of -27 10UR 0 WEST FOURTH ITREZT (714)250-4822 fax(714) 752-2469 CMEO 8AN7A ANA CALFORNIA 817 ►+E 01 RCE NO _ (714) 836-4.6• _ _ DRAWING NO - DRAW/z 9z DATE -----_.--- FILE NO __ _ 1 SHEET NW-30F 66 THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY NOTE: CONTRACTOR TO COORDINATE CONTROLLER FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. BE TIME RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND PRESSURE MAINLINE PIPING SLEEVE AND PURCHASE INFORMATION CONTACT: V IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER NOSE OF PLANTER AREAS. RICH MURRAY m SLEEVES SHALL BE SCHEDULE 40 PVC 1 CALSENSE O — INSTALLED A MINIMUM OF 24" BELOW FINISH � 2075 CORTE DEL NOGAL, SUITE J NOTE: THIS IRRIGATION SYSTEM IS BASED GRADE SIZE NOTED. CARLSBAD, CALIFORNIA 92009 UPON A MAXIMUM OF 3" WATER PER WEEK r' (714) 458-0129 APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A WEEK. ( 9:OOPM - 5:00 AM ). m� STATE RIGHT OF WAY --------------------------------- - tt Z _ W - W �O - �O TYP. PULL BOX TO BE INSTALLED PER CAL TRANS STANDARDS FOR WIRE CONDUIT IN HARDSCAPE J AREAS. SPACING OF PULL BOXES SHALL NOT EXCEED ..,j W 200' O.C. REFER TO DETAIL NO. 17 SHEET �.. W = FOR FURTHER INFORMATION. _ " — ELEc7MICA I- covowr _ 2N 7 F--00-TfI� L�- - _ _ _ _ _ -BOULEVAR - N IRRIGATION LEGEND 41IJ � ` ��_ — _ _ WsTHenl HANU(ACTIiR(R MOO(l NO. DESCRIPTION ` ELEC TR ICAI' 2 rr coINDU/T _ __ — wlSCM1E (A)2000-16 SERIES AUTOMATIC SPR INKI[R CONTROLLER MOUNTED PIGTAIL M ERS TELEPHONE C IES : -- J WIiN RAINWtSI(R IAPC P(RPUM[NT REMOTE CONTROL IIGTAII AND i[1V110NC fAELC _ B)IODO-24 ----- - - CONDUIT /0R FUTURE lKID(^ - SIIE M01(D 20 _ O RAIMe1R0 -CfB-C/ SERIES ELECTRIC CONTROL VALVE W1104 PVC W[ STRAINER AND CHAMPION 700A( 2 `l ---- '--'--- -- 1 11 U — SERIES MANUAL ANGLE VALYL - SRC NOTED - INSTALL INSIDE CHRISTI CONCRETE _/TL �/2 = _ e01 WITH LOCKING PLASTIC LID (DOLT DOWN) _ Z _ LU O WIIKINS MOD(l SOO PRESSURE RLDLICING VALYL - SII[ NOTED - SCT AT Ao P.S.I. aREFER 10 DETAIL NO. 10. O RAINe1RD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COYER -3/4- PRESSURE MAINLINE PIPING SLEEVE AND -- ■ WIIKINS STS-RP REDUCED PRESSURE TYPE BACKFLOW►REYENTCR - SIZE NOTED IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER NOSE OF PLANTER AREAS. F- 1►t Nleco 7-117 sERlts CAT[ VALVE WITH sNcnroze 4ROS� wLnYOL_! -I-MVE 5I=E EXISTING SLEEVE - ROUTE MAIN PRESSURE SLEEVES SHALL BE SCHEDULE 40 PVC a LOCATION l000-s MOISTURE SENSORS - SIE NOTE ON DRAWINGS T00. pUAH11TY AND torloN SUPPLY LINE AND WIRE SLEEVE AS PER INSTALLED A MINIMUM OF 24" BELOW FINISH WIRDIL 102-N.C. MDR7VlLlT CLOSED MASTER VALVE - SIZE NOTED IPER cuTAAA3) CALTRANS IRRIGATION CROSSOVER DETAIL GRADE - SIZE NOTED. O SALCO FLUSH OUT ASSEMILY - SCE DETAIL NO. 17, SHEET 17 OF 28. YY�RC 0 DATA INDUSTRIAL IIOP LION SENSOR - INSTALL 70' DOWNSTREAM Of II.F.►.0. AN 70' UPSTREAM Of IMSp,Kl A(Yi-i-- S _ PASTER TALTE - - - - - -- y Bltll SALCO I PCi-2 MULTI OUTLET EMITTERS - SEC DETAIL N0. ll. - -jrYl,!_7 ^ "c EURICD PRESSURE MAIN LINE PIPING - ►YC CLASS 715 ►DIT SRCS I� ANO LARGER AMD ►rC SUTLDUIC RO f011 S1ICS (1' iK310�C +AI '�:�-�r'S^L AND SMALLER - SIZE NOTED MINIMUM 11- COYG t ';� • ti. - Y =Y NURIED NON-PRESSURE [MITTERMT(RAL UNE PILING - ►rt SCHEDULE AO - SILL N01C0 -MINIPRIM 12' COYER F••.... EMSrTY;"" s��• ,Z #a '� iT vi„ o �' _ . .i HOUSING ITS UNITS O 0�Rer. PIPE Sl[CYE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY PVC SCHEDULE RO SIZE NOTED MINIMUM S.NS ACRES 21' (OYER-[AISTIN6 50.0 D.U. AC. .O7a° � i p•p'/� • "�yi" ` �,�r.-a �j IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNUCR ROADWAY - FTC SCHEDULE AO - StI[ NOTCO-EXISTING -� CSIDENT?AT' (�r' O �``.� ANQ 1 :`,.., MEDICAL AC, 4 tr• �C T� ESIAUiTA .�� ��--(NDI(ATIS FLOW IM C.P.M. FOR [l(C1R IC CONTROL YAIY[ (DRIP IMODU I NDICAT LS AUTOMATIC SPRINKLER CONTROLLER S1At ION 111"tl INDICATES ELECTRIC CONTROL YAIYC SIIE INDICATES FLOW ING.P.M. FOR ELECTRIC CONTROL VALVE (FLUSH MODE) E ----IVAR I _ SOVTMWEST;SOUTNEAS _ OUADRAMT:QUADRANT IT_ I 1 PROJECT LOCATION. - ( $TATE RIGHT OF WAYS_ _ — r 8 _ �jP'} 12O TYPICAL TREE EMITTER LOCATION 2 f'"• =m tt82 6TH D3 192 720 G.P.H O — W = 10 7(, 4a)-H D2 8 , III 33:6 (u 21.0 MULTIOUTLET EMITTERS PER TREE. REFER O W = fi o Ali . _ TO DETAIL NO. 11 SHEET 18 OF 27 Uj =C 1-1/4" PRESSURE REGULATING VALVE. �O — U)_r _ ; 1" PRESSURE REGULATING VALVE a = FOOTHILLT BOUL EVARD = W Wcf) , y P W _ yQ - 1 - r lZ„ 4" _ � V) LSCjRICA4L r y - - 2n covowr _2 _ - - -- - - - - — - _. _ ----�-0 -- ) -- -.. 1 Q � 2" ELECTRICAL 41 3 2y2 _ con/ou/T _ W W _ 1" PRESSURE REGULATING VALVE Z comDvir = J Z _ `�' 22 ELECTRIC CONTROL VALVE NO. 132 ELECTRIC CONTROL VALVE NO. 133 ELECTRIC CONTROL VALVE NO. 134 _ J i PLANT QUANTITY OUTLETS,PLANT OUTLETS REQ'D PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D PLANT QUANTITY OUTLETSiPLANT OUTLETS REQ'D _ I U GROUND COVER 67 1 67 GROUND COVER 1 a Q = -- -- -- GROUND COVER 1 SHRUB-5 GAL 2 SHRUB-5 GAL ICH 2 382 SHRUB-5 GAL 2 CC L = TREE-24" BOX -- 6 -- TREE-24" BOX 6 TREE-24" BOX 'SO 6 180 FUTURE OUTLETS 67 FUTURE OUTLETS 19f FUTURE OUTLETS I80 i DESCRIPTION OF REVISION DATE CITY TOTAL OUTLETS 134 TOTAL OUTLETS 573 TOTAL OUTLETS 3t.0 APPROVED � TOTAL ESTIMATED EMITTERS REQUIRED: 23 TOTAL ESTIMATED EMITTERS REQUIRED: x TOTAL ESTIMATED EMITTERS REQUIRED: � CITY OF RANCHO C U CA M 0 NGA TERRA VISTA NOTE: DRIP EMITTER SCHEDULE SCALE 1 ":20'-0" FOOTHILL BLVD. MEDIANS ALL PRESSURE AND NON PRESSURE LINES SHALL BE 1 GAL. GROUNDCOVER 1 EMITTER OUTLET PER SHRUB PRESSURE TESTED IN CONFORMANCE WITH CAL - 3 PLANTS PER SALCO PC6-2 EMITTER IRRIGATION PLAN TRANS STANDARDS. - CAP 3 REMAINING PORTS FOR FUTURE 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB EIR D `���1r LE W I S HOMES 2 SHRUBS PER SALCO PC6-2 EMITTER CSA APPROVED BY DATE CAP 2 REMAINING PORTS FOR FUTURE CITY ENGINES -_ RC E NO X4953 731 -- - n DESIGN Rf C MMf;tiDE 24" BOX TREE - 6 EMITTER OUTLETS PER TREE 2 = �1�' I ( '( � `f 1 TREE RECEIVES 2 SALCO PC6 2 vp ` _P1 •v, Lan&cveArchtleChxe1Pt w)q EMITTERS CAP 3 REMAINING PORTS PER EACH d d. Pagano DRAW" '(�,N� 1750 East Deere Avenue SHE E T EMITTER FOR FUTURE c�� -P-P. -- - -•• f' Sant , CA 92705(714) 7522469 1-5—of IRRIGATION CONSUJANT �FQ�NX 100 WEST FOURTHSTREE'T CHECRED DRAM YG NO BANTA ANA CALIFORNIA 92701 - R C E NO _ __ _ / 93 / (71,) e36-2363 jLP DATE - --- ----- FILE NO ----- 1 __L� —'� SHEET NOSyOF 6�, THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FUH EVERY FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND PURCHASE INFORMATION CONTACT: RICH MURRAY CALSENSE 2075 CORTE DEL NOGAL, SUITE J CARLSBAD, CALIFORNIA 92009 (714) 458-0129 NOTE: CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. FOR IS IRRIGATION SYSTEM IS BASED MAXIMUM OF 3" WATER PER WEEK 8 HOURS A NIGHT / 6 DAYS A :OOPM - 5:00 AM ). I I I I I i I I 8 I 1 I I • 1cc ' 0 / 1 _ 1 STATE RIGHT OF WAY r = 1" PRESSURE REGULATING VALVE , LL TYPICAL - TREE EMITTER LOCATION 2 1 0 W = ( MULTIOUTLET EMITTERS PER TREE. REFER r 1 24o G w I f'�� '4 TO DETAIL NO. 11 . SHEET 18 OF 27LLJ V1 _ 1 _ _ _ _ C 1 - FOOTHILLIf W BOUL EVARD , cn _ _ — - -- - co • a 1M W _ IRRIGATION LEGEND Co , ELECTRIC CONTROL VALVE NO. B5 ♦♦ 1 Z SYMBOL MANUFACTURER MODEL N0. DESCRIPTION y • WW PLANT QUANTITY OUTLETS/PLANT OUTLETS REQ'D ,!�l® CALSENSE (A) 2000-IG SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MYERS MEUG-I-M 285 — GROUND COVER 60 1 60 (b)2OOO-24 WITH RAINMASTER 24PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE GABLE U CONDUIT FOR FUTURE MODEM - SIZE NOTED H • — SHRUB-5 GAL 2 - • RAINBIRD "EFS-CP SERIES ELECTRIC CONTROL VALVE WITH PVC WYE STRAINER AND CHAMPION 300 N 1 Q — SERIES MANUAL ANGLE VALVE - SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE BOX WITH LOCKING PLASTIC LID (BOLT DOWN) 1 TREE-24" BOX - 6 O WILKINS MODEL $DO PRESSURE REDUCING VALVE - SIZE NOTED - SET AT 40 P.S.I. FUTURE OUTLETS 60 REFER TO DETAIL NO. 10. Q) RAId IRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER -3/4' TOTAL OUTLETS 120 0 WILKINS S75-RP REDUCED PRESSURE TYPE BACKFLOW PREYENTER - SIZE NOTED �•. .� w >. r•'. TOTAL ESTIMATED EMITTERS REQUIRED: 20 am►vrlCiG ,�'t Qi,�4 ' H NISCO T-113 SERIES GATE VALVE WITH AIfoNZE 41[vSS HAWDt:E -LINE 5-11LE IMS1oMr w tom}64 ''x'IR f A S;y�Y4 2 CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUAm;lTY AND LOCATION IT `.� H` ENSIT4 HOUSING (4�11� I., UNITS ® HARDIE 102-N.C. NORMALLY CLOSED MASTER VALVE - SIZE NOTED (PER CAL TRANS) r' 5.53 ACRESOO k y ` 30.0 D.U./AC. `� '� .c+'C NOTE: 0 SALCO FLUSH OUT ASSEMBLY - SEE DETAIL � �`� '� "® :° )00!IIIII NO S a� VSSDEFiTIA `3 'P o n:- 7 0 F i1.�- - - - - • - P� 'MEDICAL OFFICE �0 = I DATA INDUSTRIAL 220P FLOW SENSOR - INSTALL 30' DOWNSTREAM OF B.F.P.D. AND 30' UPSTREAM OF z s' '2;L "� }7�I ICI 31.0 AC. ALL PRESSURE AND NON PRESSURE LINES SHALL BE MASTER OUTLET � F$ °U 7s TIT i �� SALCO I ►C6-2 MULTI OUTLET EMITTERS - SCC DETAIL N0. 11.. EVAPD � � F00T110.L PRESSURE TESTED IN CONFORMANCE WITH CAL --- BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PYC SCHEDULE 40 FOR SIZES 11' ---1 TRANS STANDARDS. AND SMALLER - SIZE NOTED - MINIMUM l8" COVER ; SOUTHWEST',SOUTHEAST BURIED NON-PRESSURE EMITTER/LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED - MINIMUM 12' COVER OUADRAHT QUADRANT I • I _-� PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY/HARDSCAPE - PYC SCHEDULE 40 - SIZE NOTED - MINIMUM 24" COVER-EXISTING PROJECT LOCATION IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PYC SCHEDULE 40 - SIZE NOTED-EXISTING I I cltr INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (DRIP MODE) DESCRIPTION OF REVISION GATE �1NDICATES AUTONJiTIC SPRINKLER CONTROLLER STATION NUMBER AP►ROV[Q f1NDICATES ELECTRIC CONTROL VALVE SIZE L INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE (FLUSH MODE) CITY OF RANCHO CUCAMONGA � TERRA VISTA DRIP EMITTER SCHEDULE SCALE 1 ":20'-0" FOOTHILL BLVD. MEDIANS 1 GAL. GROUNDCOVER 1 EMITTER OUTLET PER SHRUB - 3 PLANTS PER SALCO PC6-2 EMITTER �,p0$caP£ IRRIGATION PLAN - CAP 3 REMAINING PORTS FOR FUTURE ��►�` y yCyi/, LEWIS HOMES 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB h Q f" - 2 SHRUBS PER SALCO PC6-2 EMITTER APPROVED BY DATE le -� - CAP 2 REMAINING PORTS FOR FUTURE `" CITY ENGINEER _ RC E NO —2495, I DESIGN REC 'mlAE%Df 24" BOX TREE - 1 EMITTER OUTLETS PER TREE �fr,�l V� '1-ANS � l tN( I-M, I J - 1 TREE RECEIVES 2 SALCO PC6-2 / i EMITTERS ��{ ``Epi D R A w N Lan�&C.W ArchitechrrrIMan ring Ab - CAP 3 REMAINING PORTS PER EACH d d. Pagan OF r, 1750 fast Deere Avenue EMITTER FOR FUTURE N --QP ____ __ Santa Ma, CA 92785 _ of IRRIGATIONCO CONSULTANT (714)250-4822 fax(714) 752-2459 100 WEST FOURTH STREET �HE C K E D DR Ari I'4 G NO SANTA ANA CALIFORNIA 92701 RCE NO (7 14)036-2363 _ Q� _ DATE - � -- FILE NO _ SHEET NWS OF �( NOTE: 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING. 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE TWO (2) COATS OF RED PRIMER AND ONE (1) COAT EXTERIOR ENAMEL - COLOR AS SELECTED BY THE CITY. 3. WHEN UNIT IS NEXT TO A STRUCTURE (I.E. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR ROUND CONC. VALVE BOX & COVER NON STRUCTURE SIDE. MARKED "IRRIGATION GATE" "CHRIST Y" FL8 BOX & FL80 LID (OR EQUAL) ( 2 5 4. LOCATE PARALLEL TO STREET AND AS PER IRRIGATION NOTES BELOW. CLEAN BACKFILL SEE SPECS. FOR 2 I............ BACKFLOW PREVENTER ASSEMBLY MATERIAL. 90% COMPACTION REQUIRED. FINISH GRADE LINE SIZED BRASS � •�•--�-- � I GATE VALVE , BRASS NIPPLE TYPICAL (4) PLACES I IIIA =SII = BRASS NIPPLE TYPICAL m (2) PLACES NON-PRESSURE LATERAL LINE AND DRIP o � TUBING SCH. 40 SNAKE PIPE IN TRENCH. BRASS NIPPLE G. _ , — 2' MIN. ------------••--•: 4" MAX. X x x X 7 BRASS WYE STRAINER WITH 60 MESH BRASS UNION MONEL SCREEN • CDs<- t '• 1 f G" THICK x 12" WIDE CONCRETE PAD PRESSURE SUPPLY LINE: SCH. 40/CL315 2" MIN. 2" MIN, Z 12' (LENGTH VARIES PER MANUFACTURER) SNAKE PIPE IN TRENCH. BRASS GATE VALVE SLOPE TO DRAIN AT MINIMUM 2%. --. � - - ':_. �^"� r ' ` WITH BRONZE HANDWHEEL o 0 I FROM WATER SOURCE FINISH GRADE-1 i`1 s g _ I x x x 4 I v — i ' F� It ­ � i ; i .�,1 (.° i •ol I j'• o loo PROVIDE 2" OF CLEAN BACKFILL. •�.•�•'Ci r %�°d fr. 3/4 WASHED CRUSHED t LL I BRASS 90° ELL TYPICAL 12" TYPICAL CONTROL WIRES - BUNDLE AND TAPE L�' I I� I�: •� o�.I f' �. .) �:•�. AGGREGATE BASE � o AT 5' O.C. AND INSTALL ADJACENT r. I Iv • II o • a, a�J : i 8 6 ? _ ..� u t �:` (2) PLACES I WOVEN WIRE CLOTH12" x 12" x 12" CONCRETE TO PRESSURE SUPPLY LINE. 90% COMPACTION THRUST BLOCKS - TYPICAL SCH. 40 PVC MALE ADAPTERS 1. MEDIAN ISLAND CURB. g 1 REQUIRED I (2) PLACES 2. EMITTER CONTROL VALVE ASSEMBLY. 40 SCH 40 PVC MALE ADAPTERS 3. IRRIGATION PRESSURE MAIN LINE PIPING - SIZE NOTED ON DRAWINGS. o Om TYPICAL (2) PLACES 4, SALCO PC6-2 MULTI-OUTLET EMITTCR - USE 1 OUTLET NOW. 1 FOR FUTURE. SEE DETAIL NO. 12 O LINE TO SYSTEMS NOTE: 5. EMITTER OUTLET. CHICK VALVE ( SALCO EDCV—125) �`a-- 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. BURIED LATERAL LINE PIPING • SIZE NOTED ON DRAWINGS, o f 7. GROUND COVER PLANT - REFER TO PLANTING PLAN FOR LAYOUT BRASS 90ELL - TYPICAL (2) PLACES AND SPACING. 8. BURIED LATERAL LINE PIPING TO ADDITIONAL ROWS OF EMITTERS - NOTE: REFER TO IRRIGATION DRAWINGS 1. PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION. 4 GATE VALVE- 311 or smaller 3 GROUND COVER LAYOUT REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL TRENCHING 2 �.00ATE OUTSIDE OF THE STATE'S RIGHT OF WAY 1 CONC. VALVE BOX & PLASTIC COVER EMBOSSED.IRRIGATION RCVN "CHRISTY" B9 BOX & FL9D LID TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 450 ELLS MEYERS MEUG-I-M-285 ENCLOSURE. I SCH, 40 PVC MALE ADAPTER ELECTRIC METER COLOR CODED MAP FOR VALVE I BRASS UNION LOCATION INSIDE (PER SPEC'S.) r _ CALSENSE 2000 CONTROLLER BRASS NIPPLS ( ( WALL MOUNT CONTROLLER - I RAIN BIRD 33 DLRC WITH YELLOW 1 I I MOUNT WITHIN ENCLOSURE. STRUCTURE OR "SNAP-TtTE" CONNECTORS RUBBER CAP. SUPPLY ONE KEY L _ _ _ J 120 VOLT WIRE IN RIGID STEEL PER 12 QCV S INCLUDING NOSE HARDSCAPING CONDUIT (PER LOCAL CODE) SWIVELS. ELECTRIC CONTROL VALVE ON-OFF SWITCH AND 110 VOLT 2" MIN. _ _ EXTERIOR OUTLET TO BE PROVIDED BY FINISH GRADE - INSTALL IN FINISH GRADE 1 4"11 1 I CONTRACTOR. PLANTER BED ONLY. 1 18" MINIMUM 3 MAX„ I LOCK NUT -- -" — "— -- I IDI 21 III= FINISH GRADE I4 COMMON WIRE/CONTROL WIRES IN 3" --- PIG TAIL EXPANSION SCH. 80 PVC CONDUIT ( ^► 2" MIN. 2" MIN. — LOOP (MIN. 24" LONG) 2' x 3' x 4" CONCRETE FOOTING � 8 MIN. Zyb INSTALL A MINIMUM OF 3" ABOVE —BRASS ANGLE GLOBE e% .. d GRADE AND SLOPE TOP TO DRAIN SLIP BASE SOCKET OVER END OF WIRES VALVE W/UNION 1 a► �. ! �� _ _ AT A MINIMUM OF 2% C STAINLESS STEEL WOVEN WIRE CLOTH F i �.i �i „ ISTEP 1 BRASS NIPPLE SCREW CLAMP ro BRASS NIPPLE G _ OF 14 DIRECT BURIAL WIRING TO BRASS 90° ELL MINIMUM (3) PLACES - �� VALVES. BUNDLE AND TAPE EVERY BRASS 900 STREET ELL ° p ") I S e,; STRIP WIRES APPROX. 5/R" FROM ENDS TWIST TOGETHER •I ^in ;•• a, 5 FT. O.C. INSTALL WITHIN MAIN BRASS NIPPLE - 6" LONG moo x4 REBAR STAKE 0 A, i �l" • ° -, 314" WASHED CRUSHED 6•• 2 124" BRASS 901 STREET ELL LONGI ' ' AGGREGATE LINE TRENCH. APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL I I { CAVITY WITH SEALER Q '�7` �' SCH. 80 PVC NIPPLE NOTES: STEP 2 - •�. i �_. _ _, _....•. .>w.__. s✓ CONTROL & COMMON WIRES 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES. LOCATION TO BEL PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE iAPPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FINISH: 2 COATS AND CUT OFF EXCESS WIRE ANTIQUE WHITE SEMI-GLOSS ENAMEL COLOR PER CITY. �•- PULL BASE SOCKET OVER END AS FAR AS POSSIBLE SCH. 40 PVC SxSxT TEE PRESSURE SUPPLY LINE 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. NOTE: 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. STEP 3 - 1 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. SEQUENCE SHOWN ON PUSH SEALING PLUG INTO BASE SOCKET 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. DETAIL IS FOR REFERENCE ONLY -SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE. PUSH WIRES TO END OF BASE SOCKET TO ASSURE S. RUN ONE EXTRA WIRE (COLOR, ORANGE) TO FARTHEST RCV - FOR FUTURE USE. I PRESSURE SUPPLY COMPLETE SEALING OF CONNECTION � 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6. PROVIDE RAINMAaTER 24 PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE CONDUIT LINE FITTING FOR FUTURE MODEM INSIDE THE ENCLOSURE. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STEP 4 PRESSURE SUPPLY LINE 5. ATTACH "CHRISTY" VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO CONTROL WIRE. RAINBIRD SNAP-TITE WIRE CONNECTOR REMOTE CONTROL VALVE WITH 8 QUICK COUPLING VALVE WITH METAL STAKE 7 SHUT-OFF INA T AUTOMATI CONTROLLE W VALVE a UNION/ S ER VALVE 6 5 R E CONNECTOR GENERAL NOTES - 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN • WHEN THE SPRINKLER SYSTEM IS COMPLETED,THE CONTRACTOR,IN THE PRESENCE OF THE • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF ONE RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST TO ENSURE IT IS HUNDRED EIGHTY (1801 DAYS AND SHALL WATER ON A REGULAR BASIS. CI T 1' PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION COMPLETE AND ADEQUATE THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND DESCRIPTION OF REVISION DATc APPROvc0 CONTRACTOR. OF THE CITY'S AND STATE'S AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK OR THE PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES COST. AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE CITY'S AUTHORIZED `ANOSL`Rp 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES,STRUCTURES, DEEMED NECESSARY BY CITY AND STATE. REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT, OUTSIDE OF THE STATE'S RIGHT OF �Q►�'O F CITY OF RANCHO CUCA M ON GA AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ON-SITE WAY. 4i ''� AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: V ILI BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY BE RESPONSIBLE TO COMPLY WITH ALL LOCAL, CITY, STATE AND COUNTY REQUIREMENTS OR LANDSCAPE ARCHITECT. FOR BOTH EQUIPMENT AND INSTALLATION. TERRA VISTA r • INITIAL PRE-JOB MEETING WITH THE CITY AND LANDSCAPE ARCHITECT. • 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION FOR THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON • CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR FINAL AND ADJACENT 'rO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL MATERIALS,AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. PRESSURE TEST OF ALL PIPELINES PRIOR TO BACKFILL OF TRENCHES. CONNECTION TO EQUIPMENT. FOOTHILL BLVD■ MEDIANS REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR 3 / NEGLIGENCE. • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF X14 ✓ • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE FOR COMMON. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. FINAL WALK-THROUGH OF THE PROJECT WILL ALL PARTIES CONCERNED FOR INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE OF CAL�F�� WGATION DE-11 PLANS BEFORE BEGINNING WORK. THE IRRIGATION CONTRACTOR SHALL VERIF Y THE AVAILABLE WATER PRESSURE ON THE SITE VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS AND AND TAPE TO PIPE AT 5 FEET INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO THE END LEWIS HOME S PRIOR TO THE START OF INSTALLATION. SPECIFICATIONS AND BEGIN ESTABLISHMENT PERIOD. OF THE PIPE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 FEET OF 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE THE WIRE AND LEAVE IN VALVE BOX. EXTRA WIRES SHALL BE ORANGE IN COLOR. APPROVED 8Y DATE �ti�61 WORK INDICATED HEREIN BEFORE BEGINNING WORK THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL THE CONTRACTOR SHALL PROVIDE TO THE CITY, UPON THE COMPLETION OF THE JOB,A SET T Y ENGINEE RCE NO _�as�� IS HAS BEEN INSPECTED, TESTED AND APPROVED BY THE AUTHORIZED REPRESENTATIVE. OF REPRODUCIBLE'AS-BUILT'DRAWINGS WHICH SHALL BE VERIFIED FOR ACCURACY AT THE 5. THE CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED R[C� • WHEN THE SPRINKLER SYSTEM IS COMPLETED,THE CONTRACTOR,IN THE PRESENCE OF THE TIME OF THE FINAL WALK-THROUGH. NOTES CONTINUE: OI SIGN `wmE%D(0 EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. or� CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST TO ENSURE IT IS • A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATEnP 1 I - _ moi, COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND SEQUENCED NAIVES SHALL BE LAMINATED BETWEEN 2 PIECES OF 20 MIL PLASTIC, 11"x 17" Land Concern, Ltd 0��wN 1?5O EAST DEERE AVENI,.'E s T IRRIGATION NOTES PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN SIZE AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLER • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN COST. • THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE (1) YEAR. nP SANTA ANA CA. 92705 at , 27' CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS AS NECESSARY. • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ON-SITE ANY DEFECTIVE EQUIPMrNT, MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR IRRIGATION C004ULTA T PHONE (T 102150- 4822 INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: CORRECTED Py THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. "0 WIN?Form Me" C«[CR[0RCE m DRAW1gG n0 "14)4 tP`1 DATE rac SIO SHEET.-5_6 0FA ROOTBALL. 11 3 / /i-,\ 4 x NOTE : CAP ANY UNUSED EMITTER / O 4 OUTLETS WITH SALCO PC6-C \ EMITTER OUTLET CAPS I F G. l/l� = M 3 fYP. 118" CAPILLARY (PVC) 5 21 MINIMUM 8 _ _ _ TUBING (NO. OF TUBES) AS / ^ 2"MINII'1UM ' NOTED ON EMITTER DRIP - SCHEDULE. Ak ) 2 NOTE: `J LOCATION OF OUTLET SHALL 1 I --- C'� BE RELOCATED BY CITY AS TYP. EMITTER OUTLET CHECK. 4 I I I, ROOT SYSTEM GROWS. REFER VALVE (SALCO EOCVI-12510 1 I L i tg I TO DRIP EMITTER SCHEDULE - Q ` ` ON PLANS. o c 4 13 �yy 9 7 TYP. TUBING STAKE a, o ' o ' o 0. .� .'c?_ .b, G�. (j .&D n ° x x x 0 2 _ SALCO DTS-20-400. � � � -Ill �- vu= 'u� IJ 11;/ TREE l _ !• � 1 a bio � `� ��a�(�-n`��O__��a_-,0 ?S 'c) � d c� �y � 8 � 1 BRASS ANGLE VALVE WITH UNION - SAME AS RCV. 2 SALCO PC6 2 2. WILKINS 'YB' BRONZE NYE STRAINER WITH 100 MtrSH MOMEL- SCREEN x x X x 12 GPH MULTI-OUTLET MIO CLEAN OUT. INSTALL PRESSURE GUAGE DOWN STREAM OR 1 40.C, _ TYP. 118" CAPILLARY / EMITTERtINSTALLED STRAINER -INSTALL UNIT HORIPONTALL-f 1. SALCO DAS-8 ACCESS SLEEVE. 2. 3/8" WASHED AGGREGATE. LEAVE SPACE BETWEEN 1 TUBING (PVC) WITHIN ACCESS 3O REMOTE CONTROLVALVE - RAINBIRD EFA-CP SERIES PLAN EMITTER AND TOP OF AGGREGATE, - � t SALCO CT-125-PVC. / SLEEVE. SEE DETAIL SIZED. W/ BRF-55 UNIOW. 6 8 3. ACCESS SLEEVE CAP, 1" ABOVE FINISH GRADE. ` NO. 12, THIS SHEET 4 SCH. 80 CLOSE NIPPLE - SAME SIZE AS RCV. / 5 MPT X SLIP FITTING - SOLVENT WELD. 4. TUBES GRIND SHREDDED MULCH COVER OVER DIST. / 6. SCH. 40 PVC S X S X T TEE. 1. MEDIAN ISLAND CURB. TUBES - MAXIMUM 4" THICK. � � 5. SALCO CT-125 DISTRIBUTION TUBES WITH EOCV-125 OUTLET j ( 7 PRESSURE SUPPLY LINE. 2. EMITTER CONTROL VALVE ASSEMBLY. VALVE CAPS. \ - - $ SCH. 80 PVC NIPPLE - SAME SIZE AS RCV. 3. IRRIGATION PRESSURE MAIN LINE PIPING - SIZE NOTED ON DRAWINGS. 6. 1/2" DIA SCH. 80 PVC RISER - LENGTH AS REQUIRED. \`. 9. 6" THICK OF 314" WASHED AGGREGRATE - PLACE BEFORE BOX. 4. SALCO PC6-2 MULTI-OUTLET EMITTER - USE 2 OUTLETSNOW. 1 FOR FUTURE. 7. SALCO PC6-2 MULTI-OUTLET EMITTER WITH TORO 710-07 THREADED RISER ADAPTER. TOP OF FINISH GRADE PVC SCHEDULE 40 EMITTER 0 PVC SCHEDULE 40 EMITTER/LATERAL LINE PIPING TO EMITTERS. 8. SALCO PC6-C EMITTER OUTLET CAP AS REQUIRED. TOP OF COARSE GRIND MULCH E- 11 CARSON INDUSTRIES MODEL PLASTIC VALVE-80IX WITH BOLT 5. EMITTER OUTLET CHECK VALVE SIZE NOTLCO E ON DRAWINGS,SEE DETAIL NO. 12. 9. MARLEX DBLE. STREET ELLS BETWEEN LATERAL LINE AND SUPPLY PIPING 12" BLOW DOWN COVER MARKED ' IR0GATIOW CON-MOL VALVE . PROVIDE 6. BURIED LATERAL LINE PIPING - SIZE NOTED ON DRAWINGS, FINISH GRADE 7. SHRUB PLANTING - REFER TO PLANTING PLAN FOR LAYOUT RISER. 12 VALVE BOX -EXTENSIONS AS REQUIRED* AND SPACING. '13 OMMON BRICK. SALCO DAS 8 ACCESS SLEEVE 1114 WILKINS #500 PRESSURE REGULATOR - SIZE NOTED ON DRAWINGS'. SET AT 40 P.S.I. 8. BURIED LATERAL LINE PIPING TO ADDITIONAL ROWS OF EMITTERS - REFER TO IRRIGATION DRAWINGS.. INSTALLED WITH TOP 1" ABOVE 5 WOVEN WIRE CLOTH SALCO PC6 - 2EMITTER WITH ACCESS FINISH GRADE. EMITTER REMOTE SLEEVE ( OR EQUAL MFG . ) N . T . S . MULTI-OUTLET DRIP SYSTEM ASSEMBLY CONTROL VALVE ASSEMBLY SHRUB LAYOUT 2 FOR TREE -� 1 9 �24� BOX � �• tjSE APPROPRIATE GARSION lNpU5TR1l`_rj t10tJEL 1324- I2 B OR (TSO- 128 AS RECQUIRED f-Oe HOUSING CONTROL VALVE ASSEh113LY 1 -- 2 - 3 4E RENDITION OF TYPICAL CALSENS CONTROLLER INSTALLATION % f ' $0' TO ALVE 30' TO BACKFLOW DEVICE 1AAS7ER #I tJ All 6 � 'S AP-TITS' 7 - -_ = CONCRETE, VALVE b(- - ELECTRICALCONNIECTORS CUR15T'(LOUC,VALVE BOX 1' W TURF AREAS VALVES CUMHON WIRE- - WITH 2-6' EXTENSIDPIS AMD 3" IPI SHRUB AREAS -- --- 10 4"Mr . �� FIMISH GRADE L KI COVER BY AMETEK E QUAL. 5.r - FWISH GRADE - � tnnTROL 0 II I I I I- CaNIMIDM WIRE - - SENSOR CLIA~ 11 WIRES 111 CONTROL - 2"Hlulnun IIII ��I • . . . . WATER-PROOF _ - ------- EXTENSION � Y WITHINCOIN! -I I jww am ECTIOSVAL VECQ11R1 IRE m HINIMUH T SYSTEM WATER FLOW IN -_ - ��I t)IN THRs _ BLACK RED --� 10 PIPE DLAETERS 1 30 30 g u �,tr I/ II I) AMY LENGTH - �L_ 3n '2y2 22 #-� I 14 AWG WIRE _ I I ���' t'/2" +-- FLOW I - i `#==P TO SEMSDR 11l►IrilrE I 0 6 IJ I Ia . . C7.p C.�.. o I 0 , 2" WATER t 16L �. a b I.� o 1 �2 F.M �b1N t.!►itOr 1. LOCK BOLT METER a ,� p WOVEN WIRE CLOTH Z • 2. LIFT HOLE I' 01 HAROtE II 102 - N.C. 3 SHREDDED MULCH NORMALLY CLOSED MASTER VALVE J.I .1� O p.. - 4. FINISH GRADE I O OI I� EXTENSION I" DATA INDUSTRIAL Z����fiSRp i:) �, p .. .. �� d, _L�:,�• O: .,G�: '. L.�: ! 220P - FLOW SENSOR BACKFLOW PREVENTER 13 p 5. SALCO WMP-75 (T X S) 3/4" PVC BALL VALVE - SCREW 31, 60 MD'l WPI If,36" X 3/4" DIAMETER ALGAE RESISTANT PVC FLEX HOSE - PIGTAILED. -- PEA GRAVEL - 7 CARSON IM IDUSTR1ES N 910-12 B 10 'ROUND PLAS-rX VALVLR DOx WITH BOLT WWN COVER � .4 Q 'pr �0�� DRAIN St BSP 8. • PVC MALE ADAPTER - LINE SIZE X 314" IS x T). 6" THICK OF 3/4" WASHED AGGREGATE MULCH 9. 6" THICK OF 3/4" WASHED CRUSHED AGGREGATE. Tc WOVEN WIRE CLOTH CALSENSE RENDITION OF BALL VALVE FOR EMITTER FLUSH BOX TYPICAL CONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION CALSENSE FLOW SENSOR INSTALLATION 6 15 � DVKSR/1H►'M\T1C ONLY 13 DIAGMM►•RA11G ONL7 NOTES CONTINUE: •5 PULL BOX .'MIN TTPE 'A'PAVE4ENT MARKER DESCRIPTION OF REVISION DATE APPROVID AT EDGE OF PAVEMENT �t�RED (4 GRACE° 6' eusHlNc �t.�\S \. HEROND�(9 �� � -� CITY OF RANCHO CUCAMONGA • PROVIDE A MINIMUM OF 19' OF COVER OVER ALL PRESSURE MAINLINE PIPE NC 12' NISI" OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH CAP 2' � C_j BACKF 1 LL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE I RR i GAT I ON •3 REINFORCING TERRA V I S T A BAR A- :::.:::::::::::::::::::: ::: ::::::::::::::::::::::::.::: ^o •-------- - PIPE OR EGUIMNT. IN THE EVENT OF BACKFILL SETTLEMENT. COKTRACTOR ---------------------------------- ' MALL PERFORM REDUIRED REPAIRS AT HIS OWN EX�ENSE. • ALL PIPE L04DER PAVED AREAS IS TO SE INSTALLED IN A PVC SC►ED. .0 MIN 2 C. CONDUIT PORTLAND THRUST FOOTHILL BLVD. MEDIANS SLEEVE WITH 36' KINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SH" CONCRETE THRUST BLOCK WATERLINE CROSSOVER OIC ON PLANS AND INSTALLED PER DETAIL. `�'��] • PRIOR TO 9AGCFILLIN6 IRRIGATION TRENCHES: CCMPACTEO OR CRCSSOvERCwTH PULL MIRE �CIF�R�1P RSA � M� DET UNDISTUR8ED SOIL • ALL SACK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER LEWIS HOMES AREAS WHENEVER POSSIBLE' AND WITHIN 19' OF THE HARDSCAPE. ALL QUIC► • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN IP' 160 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE S�CTJON APPROVED 8Y DATE O �'�'�� _ • BINETER CONCRETE VALVE BOX. CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING MEM MATERIAL IN 1ITS PLACE. CITY ENGINE E4*� RCE NO 24953 • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE DESIGN A[C AMENDED MW WITH A PVC THREADED COUPLING. ALL THREAWD AWTERS AND • REFER TO CALTRANS STANDARD SPECIFICATION SECTION or COU'LIWA AM TO BE 'DURA' DEEP SOCKET TYPE. 20-5.03G FOR PRESSURE TESTING REQUIREMENTS OF ALL IRRIGATION CROSSOVER Pr Land Concern. Ltd DRAwN 1750 EAST DEERE AVENUE SHEE I PIPELINE. • WAD6CONTACTOR TO '"STALL AN APPROVED iwT 1-DRl1SNAGE DEVICE FOR ALL LoMI j PULL BOX PER CAL TRANS DETAIL d d � SANTA ANA �A 92705 j3-or NE ArrK TD P1FVf NT LOM HEAP DRAINAGE AO P0661 BL E SOIL UM I ON. W*A"ON CO#IMX TMR PHW (7 1 4 JI2„0 4822 2 7 Us UW T►�wrww wTmwT CPO C K E D DA Mr A G NIO taA a s~PS-44.e», _ PC E MMO �j DATE FILE 000 _ SHEE`T s7 OF_.6ee, SPRINKLER IRRIGATION SPECIFICATIONS ADDITIONAL IRRIGATION SPECIFICATIONS PARi 1 - GENERAL 1.01 OESCR1PT10M A. Scope of Mork: ►router all 02750 IRRIGATION SYSTEM labor, a ttrlals, transportation, and S. TAe chart Shat) be a blackllne or blue lent oza111 Drint $M D. •rasa Pepe and f,tttngs: Q. Miscellaneous Irrigation Equipment 2. Sprinkllr Aetdt shall 0. Installtil only after flushing of the services necessary to furnish and install the Irrigation System as • 1lfferent color tAa11 li used to indicate the area of system has been accomplished to the complete satisfaction of shorn on the drarings and Drd herein. coveroge for each sttion. 1. Where indtc+ted on the Drawings, use red brass screvee O,De 1. Refer to lrrigatlon ►lens for t14es and types of the Ctty of Rancho Cucamonga. PART 2 - PRODUCTS descria conforming to Federal Spectflutton Iktse-P-351. ■lsctllaneous Irrlgatlon tqulpmtrtt. 2. Emitters 1.02 QUALITY ASSURANCE L REQUIRCNENTS 6. Mhen completed and aDDroved, else chart shall be hermetically 2.01 MATERIALS sealed Oetreen f 2. ftttings shall be red brots conformtnq to Feeera 2. All alscellantous Irrigation tgvlequipment tht11 be a iDtctfttd ro pieces of plastic, each piece being a A. ►e nits and Fles: TAe Contractor tAa11 Obtain and P+Y for any and mtntmum 20 milt. SDecificatlon IMM-►-160. or approved equal. 1, Anstalt .ant emitters of designated on the drarings. all permits and all observations as rtqutred. All emitters to bt lnstalltd 1n sols cork sAa11 be J. Corttrol wring 7. TAese cMrts shall be completed and approved Vrior t0 final E. COpDer ►1 pt and fittings equivalent to all rlsDtcts t0 thosf tteelzed. B. Manulocturer't Di►ectlons: Manufacturer's dlrrctlons and detatltd observation of the lrrlgatton system. PART ] - EXEC4TIOM 7. Control wiring whenever sleeved will be in • operate sleeve drirtngs shalt be fonloree to all uses rhere the manu hctu ors of 1. Pipe: Type K, Mrd tempered 2. Spacing of ErnNtw shall not exceed the axlmum chelated On articles used 1n this contract furnish directions covering points D. Ope*+tion and Maintenance Manuals: 3.01 OBSERVATION the Drtrtngs. In no case fAa11 the Spoctne exceed the then that used for irrigation piping. not shorn s the Drartngs and furnish attire 2. fittings: wrouent copper, solder joint type maxla+ua ►!commended Dy M e a nufa surer. 1. Prepare and deliver to the City of Rancho Cvcamonga within Stte Condlttons: R. Trickle Drip Emitters end Emitter Tubing: C. Ordinances and Regulations: All local, municipal and state tars, ten calendar days prior to completion of construction, two 3. 1o,nts shall Oe soldered vltn silver solder, 45E silver, ISI 3.04 TEMPORARY RfPAIRS and rules and regutlation gone l to or relating to any portion of hard cover binders with three rings containing tit following copper, 16i zinc, 24t cadmium, solidus at 1125 f, and I. All scaled dimensions are approximate. The Contractor shall 1. Emftter body shall be manufactured of high frrtpeet-resistant information: 1lqutdus +t 1145 F. check and verify all Size dimensions and receive City of The City reserves the right to stake temporary repairs as necessary to polypropylene with an inlet barb. Flow shall be regulated this work are hereby Incorporated into and a de a part of these Rancho Cucamonga's approval prior to proceeding with work keep the sprinkler system equipment n oprratlnq condition. The through a silicone diaphragm. The emitter shall pressure Specifications, and their provisions shall be carried out by the a. Index sheet statin Contractor's address and telephone 1. W to valves: under tots Section. exercise of this right Dy the City sAa11 not relieve the Contractor of Contractor. Anything contained to these Specifications shall not 9 his responsibilities under the terms of tAe Guarantee as herein P b! construed to conflict with any of the +Dove rules and number, lest of equipment with nae and addresses of Comperteete or ret au ± over vesture variant o regulations or requirements of the saint. Morever, rnpn these local manufacturer's representotive. I. Gate valves 3' and taller tAall be 125 iD. SMP bronze gift 2. Exercise extreme tart 1n txcavatinq and wOrklnq near extsttnq specified. 10 to 45 psi. h shall automatically flush. Emitters shell be regulations and Drarings call for or describe a tertalt, valve with screw-in bonnet, nonrisinq stem and solid wedge ut111ties. Contractor shalt be responsible for damages to similar to those manufactured by Seco Products, Inc., 4463 Specifutilities which are caused Dy hes o0"ations or neglect. 3.05 EXISTING TREES rorRmansnlp, or construction of a getter quality, nigher standard, b. Gtaloq and parts sheets on every +serial and equipment disc. CAeck exlsttne ut111t1es dr+rings for existing utility West 400. Refans Avenue, Hawthorne, gs Sorrow Phone (213) or larger size than is required by the above rules and Installed under sols contract. !73 2400. Refer to irrigation Drawings for emitter size and regulations. the provisions of these Specifications and Drawings 2. Wte valves 3' and sailer shall nave tAreaded ends and sAall locations. Where it 1f necessary to excavate adjacent to existing frets, the be equipped rich a bronze Aanerheel. Contractor shall use all possible care to avoid injury to trees and type.sM 11 a ke precedence. e. Guarantee statement. 3. Coordinate Installation of lrrigaH on aterlals including tree roots. Excavation in areas where two (2) inch and larger roots 0. Espl+nation of Drartngs: d. Complete operating and maintenance instruction on all 3. W t• valves 7• and sailer Shall be siwtlar to those pipe, so there shall be IQ interference with utilities or occur shat) De done by hand. Ail roots two (2) incites and larger in 2. Tubing for emitter systems shell be figid PVC Schedule 40 pipe, major equipment. manufu surae Oy N{Deo or approved equal. other construction or difficulty in plausting trees, shrubs, diameter, except directly in the path of pipe or conduit, shall be and ground covers. lof the Drawings, It is not possible to tunneled under and shall be heavily wrapped with burlap, to prevent 3. Fittings for ernitter tubing shall be standard PVC Schedule 40 1. Oue to the sc+ e 2. In adOttlon to the about a ntloned maintenance manuals, 4. Alt gate valves sAa11 be tnstatled per lnstallatton detail. scarring or excessive drying. Where a dttchlnq wacAinr Is run close to indicate all offsets, fittings, sleeves, etc. which may be 4. The Contractor.shall carefully check all grades to satisfy trees Aavine roots taller than fro (1) Inches In diameter, the call of solvent-weld fittings. requtrrd. Tne Contractor shall Carefully investigate the provide the City's maintenance personnel with instructions for a or equipment and snow evidence in vritinq to the Ctty G. Quick Coupling Valves: Quick coupling valves shall have a brass himself that he may safely proceed be lore starting work on the trench adjacent to the tree' shall be hand trimmed, making clean structural and ftnlsne0 condttlons affecting all of his work } fro- lice Ood dent ^ed for rorkln vesture Of 150 P.S.I. the 1rrl an on f Stem. and plan his work ucoreln 1 furnlsMn such fttttn s, etc. of Rancho Cucamonga at tot Conclusion of the project that D Y 9 g P 9 Y tuts through. Roots one (1) inch and Urger 1n diameter anti! be 4. Flush plugs: Shall be assembled by the Contractor in the 9 Y• 9 4 operable rltn quick coupler. Key size and type shall be as shorn painted with two coats of Tree Seal, or equal. Trenches adjacent to as ay be required to meet such tondlttons. Ororings are tA1s service has Deen rendered. on plans 3.02 PREPARATION tree should De closed rltnln twenty four (24) hours; and rhere tA1s is manner and of the materials as shown on the Drawings. generally diagrammatic and lndtcotive of the rock to De E. Equi ant to De furntsned: not possible, the side of cite trench adjacent to the tree pha11 De Rept Inst+lied. The cork shall De instolled In such + inner as to M. Backflow Prevention Units: A. Physical Layout: shaded rtth burlap or canvas. S. Provide drip valve, basket strainer and pressure regulator for avoid conflicts between the irrigation system, planting, and 1. Supply as a part of thea contract tAe follortne tools: archittcturol features. 1. B+ckflor prevtntlon units shat) bt of Stze ♦nd type indicated 1. Prior to installation, the Contractor shall stake out all 3.06 FIELD QUALITY CONTROL each drip system. Referto Drawings for size end type required. i. All work called for on the Drartngs by notes or details shall 4• Two (2) sets of special tools required for removing, on the irrtq+tton drawings. Install Dackflor prevention pressure supply 11nes, routing and location of sprinkler units 1n accordance rtth the Orarin s. heads. A. Adjustment Of the System: PART 3 - EXECUTION be furnished and Installed rnetner or not sDrclflcalty disassembling and adjusting each type of sprinkler and 9 valve supplied on tots pro}act. 2. All layout shall be approved 0 Cit of Rancho Cucamonga talnttoned in tnc Spectitcattons. 2. Mye ttratnert +t O+ckflow orevention units shall nave a Y Y Y 9 1. TAe Contractor shall f1usA and adjust all sprinkler Aeads IOr 3.03 INSTALLATION Is. Iwo (2) four foot valve keys for operation of gale bronzed screwed body with 60 mesh monel screen and shall be Dr,or to Installation. optlnum performance and to prevent overspray onto calks, 3. The Contractor shall not willfully install the irrigation valves. similar to Batley /t00B Or approved equal. system as shorn on the Drawings when it is obvious in the B. Nater Su Dl roe rays, and Dulldtngs as much as possible. 0 y: K. Emitter Installation arse Operation: field that obstructions, grade differences or discrepancies C. Two (2) keys for each automatic controller. 3. All pressure mainline piping between the point of connection 2. If it is determined that adjustwentt to tAe lrrlgatton in area dimensions exist that might not have been considered and the backflow reventer shall be installed as required D I. Irrigation system shall be connected to rater supply points equipment will 1. Prior tostertofconatruction,theContrectorshaMcontactSalco in engineering. - Such obstructions or differences should be D Yprovide proper and wore adpri tt coverage, the brought to the attention of the CIt of Rancho CucAssOn a. In d. One (1) quick coupler key and itching nose actual for local code. The Contractor shall verify rlth the local of connection as tndlcated on the Drarings. Contractor snail make such adjustments prior to planting. Products,4463 West Rosecrans Avenue,Hawthorne,California, 9 Y 9 every five (5) or fraction thereof of each type of quick governing body as t0 material type and installation the event cols notiftcatton is not performed, the Contractor coupling v+eve tnst+lled. procedures Drtor to start of construction. SUDmtt shoo 2. Connections shall be made at approximate locations as shown Adjustments way also include changes in nozzle sizes and Phone (2 . y 973-2400 costs for installation and operation degrees of arc as required. instructions. Pa all costa involved for this service. shall assume full responstb111ty for any revtslon necessary. drartng for oDD*oval, on the drawings. Contractor Is resDons101e for minor changes V 1.03 SUBMITTALS 2. The above mentioned equipment shall be turned over to the caused Dy actual site condttlons. 3. Lovering raised sprinkler heads by the Contractor shall be City at the conclusion of the pro}act. Before /foie I. CAeck Valves: accomplished within ten (10) days after notification by the 2. Flush ant emitter PVC lateral goes prior to installation of observation can occur, evidence that the Owner has received C. Elt[trfCJ1 Supply: City. A. Material List: material must De shorn to the City of Rancho Cucimengt. 1. Swing check valves 2' and smaller shall be 200 pound M.O.G. emitters. Reflush lines after installation of emitters. 1. Electrical connections for tutomattc tontro)ler Mall b! made t. The Contractor shall furnish the articles, equipment, bronze construction v1tA replaceable composttton, neoprene or 4. All sprinkler heads shall be set perpendicular to finished to electric+t points of connection as indtc+ted on the 3. Refer to installation details for additional information. materials, or processes specified by name 1n tot Drartngs and 1.01 PRODUCT DELIVERY, STORAGE ANC NANDU NG rubber disc and shall meet or exceed Federal Specification Drartngs grades unless otnerrtse designated on the Drarings. Lae-V-S10, CUse A, Type IY. Speclflcottons. Mo substitution rill be allowed rtthout prior A. Mandltn of PVC Pfpe and iittln s: TAe Contractor {s cauttontd to S. Rain Bird EFA-CP-PRS valves rill be set per manufacturers 3.10 SITE 013SERVATION SCHEDULE written approval by the City of Rancho Cucamonga. AuD sure e 9 2. Connections shall be made at approximate locations +s strewn OF CALFCQ&JlA DEPAPTHENT OF TPAiJ1.PORTnTION expects! car! to Aandllnq, loading, unloading, and storing of PVC 2. Anti-drain valves tMll b! Of heavy duty virgin PVC pipe and fittings. All PVC pipe snail be transported In a vehicle construction with F.I.P. thread inlet and outlet. Internal on the Drawings. Contractor Is responsible for minor changes specification utlon so that each lateral Operates at design 2. Complete material list shall be suDmttted prior to perfornlnq rntcn allows the le^gen of pipe to lee stat so as not to sub}act parts shalt be stainless steel and neoprene. Ante-drain caused Dy acttat site condttlons. pressure. A. The Contractor shall be responsible for notifying the City's any rorR. Material list shall include the manufacturer, it t0 undue bending or concentrated external load at any point. valve shall be field adjustable against drawout from S to 40 scequipment model number and description of all materials and 3.03 IhSTAIIATIDN B. Testing of Iry{eatton System: uthorized epresentativein advance or the ollo wing observation to be used. Although sc manufacturer and other Information may Any section of pipe that has been dented or damaged will be feet of head. Anti-drain valve shall be similar to the meetings, according to the time indicated. A. Trenching: 1. The Contractor snail request the presence of the City's be different, the following is a guide to proper submittal discarded and, 1f ins U clad, sM 11 De replaced rltn her piping. W icon 'ADV' or +pprovtd !q w Authorized Representative in writing at least 48 hours in S. Emitter system installation - 48 hours format: 1.05 SUBSTITUTIONS J. Control Mlrfng: advance of testing. 1. Dig trenches straight and support Pepe continuously on bottom 9. m N Qti[r10tlOn Manufacturer bOel No- of trench. lay D1De to an even grape. Trenching excavation A. if the Contractor visnas to substitute any equipment or materials 1. Except as noted otnerrlse, connections between the automatic 1. lest all pressure lines under hydrostatic pressure of ISO for loose equipment or aterlalt listed on the Orawtngs +^d controllers and the electric control valves shall be made shall follow layout indicated on Drawings and as notes pounds per square inch, and prove ratertiyht. 1 8u kflor Preventer Nilkins S75 RP SDeciflcattons, he may do so by providing the following with direct burial copper wire ANS-U.F. 6DO volt. Control 1 Automatic Controller Calsense 2000 Series lnformatlon to the Ctty of Rancho Cu umenga for approval: wiring installed in control wire conduit within structure I. Provide for a minimum of twenty-tour (24) inches cover for shall be made with AMG-TM solid copper wire. Pitot wires pressure malnllnel 3` and larger. END OF SECTION Note: Testlne Of pressure ainitnes Shall occur prior to 3 Gate Yalve Nibco 1-113 1. Provide a statement indicating U,e reason for a king the shall be a different color vire for each automatich ,ns Ullation of electr{t control valves. 4 Etc. Etc. Etc. substitution. Use a separate sneer Of paper /or eacA item to controller. Common wires shall be white with a different 3. Prov10• for a minimum of eighteen (18) inches cover for all pressure supply lines. 3. All piping areas shall be tested under De substituted. Color stripe for pun aotomattc controller. Inst+11 to w- SUPPLEMENTAL IRRIGATION SPECIFICATIONS accordance with valve manufacturer's specifications and wire 4. Provide for a minimum cover of twelve (12) inches for all hydrostatic p•vssure of 150 pounds per square inch, and lrrtgatlon SuDm1tU 1 must Ce sprctftc and complete. All 2. Provide descriptive catalog literature, performance charts chart. In no use sno11 rtrr si2r be less tMn /14. roved vaterti ht, prior to D+vin items must be listed and should include solvent/primer, wire, and floc C Mrts for taco item to Dt substituted. non-pressure 11nes. Ptrt 1 - General wire connectors, valve boxes, etc. No copies of 2. Miring shall occupy the same trench and shalt be installed 4. Sustain pressure in lines for not less than six (6) hours. manufacturer's literature (catatoq cuts) are required as ;, Provide the amount of cost sarin s if the suDstltuted Item 1s Along the same route as pressure supply or lateral lines S. Provide for a minimum, cove* of eighteen (18) Intoes for +11 0 i.oi Desert tion 9 9 control rtrtng. !f leaks develop, replace joints and repeat test until entire p submittal information. approved. wherever posslDle. system 1s proven watertight. 1. Irrigation systems chill be frrnistwte and iestallN 1• accordance with the 3. The Contractor a y submit substitutions for equipment and g- Tne City of Rancho Cucamonga shall !save the sole responstOtllty In 3. Mrere more than one (1) wire if placed in a trench, the 1. Bockftlltne: 5. All h drostattc tests shall be made one in the presence of Provisions in Secton 20-S 'irrigation Systems' if the Caltrans standard materials listed on the Dramin s b following procedures as y Y D specifications. 9 Y 9 D accepting or rtjecttnq any substituted item as an approved equal rtrinq snarl De taped together at intervals of fiv¢ (S) ft, outlined in Section 1.05 of the Irrtgatton SDectfic+ttons. to those equipment and materials 11steC on the Drarings and 1. Tne trenches anuli not De Dabe ed unfit all required tests pip General Contractor, or the City s Rancho Cucamonga. ed Specifications. 4. An expansion Curl Mill D! Drovtdtd rt Min three (3) feet of are performed. Trenches shall De carefully backfilled rltn pipe Shall De backf111ed until It has been observed, tested het � - Execution the excavated materials approved for backfilling. consisting and approved in rrltinq. 4. Equipment or materials installed or furnished without prior a+cn were connection. Expansion curl shall be of sufficient DD 9• 9 3.Oi Field Quality Control aCDroval Of tot Cit Of Rancho Cu a mon a ma De re acted ane length at each splice connection at each electric control of earth, loam, sandy clay sand, Or otne approved Y q Y j 1.06 GUARANTEE y materials. free from large clods Of earth or stones. Backfill 6. FurnlsA necessary force pump and all other test tqulpment. C• Permitter shall cooly with the e•egrtrements of the Service Nater Camping the Contractor required to remove such materials from the valve. So tn.at in cast Of repair, the valve bonnet may be Shall be mechanic ley COmpdCted 1n lands U ped Arl+S t0 a dry concerning waterline hours and Possible restrictions during the drought site at his urn expense. A. Tne Gwrantec for the Irrlgatlon system sM 11 De see In Drouq"t to the surface without disconnecting the control accordance with the attached form. The General Conditions and wires. Control vires shall be laid looses in trencA rtthout density equol to Adj+cent undlsturbee toll 1n p Unting 7. When the irrigation system is completed, perform a coverage condition. S. Approval of on item, alternate or suDstltute indicates one y areas. Backfill rill conform to adlacent grades rtthout test to the presence of Me City of Rancho Cucamonga, to that the product or products apparently meet top requirements Supplementary Conditions of these Specifications SM ll be riled stress or stretching of control vire conductors. determine if the water coverage for p Unting areas is d1DS, Sunken ireaS, humps or other Surfat! erre^yul+rttlts. of the Drawings Ane SDeclft a tions on the Oasts of the rltn the City prior to +cceDtancc of tnr trrigatlon srstem. comClete and adequate. furnish all materials and Dertorn all lnformatton or samples suDmttted. S. All Splices shall be made with 2. A fine granular material backfill will be initially placed on work required to correct any inadequacies of coverage Out to B. A copy of the Guarantee form shall be included in the operations Rainbird Snap-Tile etre connector, or approved deviation from tans, or rhere the s stem has been w111fully Exb OF and maintenance nanw 1. equal. use one splice Der connector se+ltnq park. matt lines. he foreign matter e initial than one-Half (111) inch P Y 6. Mant,tacturer�s warranties shall not relieve the Contractor of to size x111 De permitted 1n the initial backfill. installed as indicated on the drawings when to is obviously his liability under the guarantee. Such warranties Shall C, The Gwrantee form shall pe rt-ty0ed Onto Int Contra fur's 6. f old splices between the automatic controller and electrt u 1 {nty of tea without bringing this to the attention pl the only supplement the quarantee. letterhead ane contain tot follortnq inform+N on: control valves rill not be allowed without prior Approval of 3. Flooding of trenches will De permitted only with approval of City of Rancho Cu umonga. This test shall be accomplished SAL TRANS 5 PECIFICATIONS the Clty of p+ncho Cu umonq+. the City Of Rancho Cucamonga. before an; ground cover 1s planted. 1. Record Drawings: QJARAhTEE fOR SPRINKLER 1RR1GA110N $rSTEM 1 K. AutAmdtlC Contr011lrS: 1: if settlement Occurs and subsequent aOjuStments in pipe. 8. Upon comp et10n of each phase of cork, lntSre system SMi) b! 1.01 Irrig•tion systems shah be furnished and trgesNed to accordance with the 1. Tne Contractor shill proved! a^d keep uD to date and Complete calves, sprinkler heads, lawn or planting, or other tested and adjusted to meet situ requirements. Provisions in section 20-5 of Cal•Trant standard specifications. a record set of Dlue line ozalld prints which shall be Me hereby guarantee that the irrigation system re have furnished and installed is free from defects in materials and workmanship, 1. AutOmatit contr011trs sM 11 be Of t12e and type shorn On tot construction are necessary, the Contractor shall make all Corrected dally ane fAOr every C M nqe from the Ortgtnal and the work has been Completed in accordance with the Drawings Cravings reC�lrtd adjustments rtthout Cost t0 2he Cfty. 3.07 MAINTENANCE 1.02 cormitta+hell comply with the requirements of the serving Water Company prorings ane specifications and the esu t lnstalltd and Specifications, ordinary wear and tear and unusual abuse. or locations, sizes, And kinds Of equipment. Printf for thea! C. Trtnthtn and Backfill Under Davin eoncerrongwateringhoursandDossiblarestrictionsduringdroughtcondrtions. ur ties a De oDU fined from the Cit of RAncri Cucfoth + se neglect excepted. Me agree to repair or replace any defects to 2 final location of automatic controllers shall be approved Dy 9 9 !All hardscaDe ex. cobblestone) A. The entire 1rr1gatlon system shall be under full autos tic P D Y Y 9 material or rorkansAtp rnich a y develop during tot period of one the Cit of Rantno CucAmon a. oDeratlon for a period of seven (7) days prior to any plontinq. Y 9 1. irenchts located under +rtes chert 1.03 Test aR pntsur•fines under hydrostarie prtssun of 150 pounds per square cost. This set of drawings shall be kept on the site and year from date of acceptance and also to repair or replace any paving, as i l led c concrete inch and prove watertight per Cal Trans Section ZO-5.03G. shall Oe used only as a record set. Cama a resulting from the repairing or replacing of such defects or concrete, r111 De installed shall be andbacthree eC ret^ sand B. The City of Rantno Cucamonga reserves the right to valve or q q D 9 D 9 3. Unless otrerrlse noted on the Oravings, the 120 volt (+ layer sex (6) inches below the pipe and three (3) tncnes shorten the oDeratlon period. i. !hese drartngs shall also serve as cork progress sheets and at no additional cost to the City. Me shall make such ftPAirs Or electrical pcwer to the automatic controller location shall above the Dipe) and compacted in layers to 951 compaction, shall be tot basis for measurement and grecs t for cork replacements within a reasonable time, as determined by the City, be furnished by others. The final electrical hook-up shall using tan w 1 or mechanical Umping devices. Trenches for 3.08 CLEAN-UP CoeDlrted. shite drawings shall De available at all times after receipt Of written notice. in the event of our failure t0 ee tot resDonsib111ty Of the Contractor. piping Shall De COT;r,tee t0 equal the cOmpattton Of Mt for observation Th and shall be klDt in a location designated all std es wake such repairs or replacements within a reasonable time after existing ae)acent undisturbed sort And shall De left 1n a Clean-UD shall be made as each portion of work progresses. Refuse and the City of Rancho Cucamonga. Should the record blue line receipt of written notice from the City, we authorize 2e the City to L. Electric Control values: proceed to have said notice fr or reDl+cements made at our expense firm unyietdtnq cordittOn. All trenches shall be left flush excess dirt snail be removed from the site, all walks and paving shall ALL REFERENCES IN THESE SPECIFICATIONS THAT READ "CITY OF RANCHO record drawtnq progress sheets not be available for review or with the adjoining grade. The Contractor shalt set to p Uce, y 9 not be up-to-date at the time Of any observation (refer t0 and re rill pay the Costs and Charges tAtrefore upon demand. 1. A11 electric Control ridres Shill be the fame size and type be broomed Or washed down, and an damage sustained on the rock 0 Section 3.10 - e at the Schedule), 1t will De assumed no shorn on Drarings. caveand^fl rorkessure test all piping under paving prior to the others shall be repaired to its ortglnal condition. CUCAMONGA" ARE AMENDED BY THIS NOTE TO READ "CITY OF RANCHO CUCAMONGA AND STATE OF CALIFORNIA DEPARTMENT OF reek Ms been completed and the Contractor rill be assessed PROJECT: 2. All; electric Control valves shall have a manual floc 3.09 fINAt OBSERVATION PR10R TO ACCEPTANCE the cost of that site visit at the current billing rate of 2. Generally ptptng under existing walks is done by jacking, r� I TRANSPORTATION". the City of Rancho Cucamonga. he other observations shall aAjustment. . Bleeder take p Uce prior to D+y+xent of that assessment. LOCATION. breaks or nsidealk and/org, cut rAere any cutting or A. The Contractor shall operate each system in i its entirety or the 3. Provide and install one control valve box for each electrlC breaking of sidewalks and/or concrete 1s necessary, 1t sM 11 City of Rancho Cucamonga at time of the Final Observation. Any ;. Tht Contractor shall make neat and legible notations on the SIGNED: co^trot w Iva. be done and replaced i Dy the Contractor as part of Mr items deemed not acceptable by the acts of Rantno Ci ty of shall contract cost. Permission to cut or break sidewalks and/or be reworked to the complete satisfaction of the City of Rancho record drawing progress sheets daily as the work proceeds, concrete shall be obtained frog the City of Rancho Cucamonga. ADDRESS: N. ContfDl Yalve Boxes: Cucatron a. NO h drault[ drtvin will be snoring the cork +s actually installed. For example. snoutd 9 Y 9 permit under • piece of equipment be Ins U lied to a location tMt dors not PHONE: DATE OF ACCEPTANCE: concrete paving. g. Tne Contractor shall shot evidence to the City Of Rancho Cucamonga match the plan, the Contra for must indicate that equipment 1. Use i 1/2' I.D. x 11 311" round concrete valve bur with Y ,.lockable lid for all gate valves. Extension sleeve fromdrat the Cit has received All accessorius, charts, record M s beer) relocated ,n a graphic inner so as to alto tn! 3. Provide for a minimum corer of eighteen (11) 'inches between drawings, and eauipment as required before final Observation can Original symbols as indicated 1n the irrigation lagena. The •aloe b x to gate calve shall De PVC Schedule /0 - 6' mintatue tAe top o/ the pipe and the bottom of the aggregate base for occur. PART 2 - PRODUCTS size. Valve box shall be similar to Christy •F8 Boy' valve all electrical conduit r relocated equlpment and dimensions wilt then be transferred box rftn Christy 'Fl8'v" 11d or approved equal. conduit, assure and non-pressure piping installed t0 the orlginat record Orartnq plan at the proper time. 2.01 MATERIALS -- under asphaltic concrete paving. MEDUI 4. Before the date of the final observation, the Contractor A. Genrrat Use one new materials of brands and types noted on 2• Use lC' S B' x lT 1/l' concrete rectangular box rltn Lockable 0. AssemDltes: A. Contractor shall be responsible for notifying the City of Rancho Y Y lid for all electric control valves. Valve box ;hall be Cucamonga 1n advance for the follortnq observation weetinps, print transfer all information from Int 'record procure• Drawings, sDeclfled Aeretn, or approved eq w ls. p1w11a• t0 Christy 'B9 Box' vitt Christy 'F110" lid or 1. Routing of sprinkler irrigation lints as indicated on the according to the time 1ndlcated: fronts e • ysepia malar or similar mylar material procured :pprovm0 pow 1 Drwings is diagrammatic. Install lines (and various from the City of Rancho Cucamonga. All cork shall De in 1. PVC Pressure M+tn Lin! ripe and Fittings: assemblies) in such a manner as to conform with the details 1. Pre-Job Conference - 7 days waterproof In ink and applied to the my U r py a tecnnt a1 3. Inst+ 1 =_a•n remote ;,,rtro) varve In a separate valve box. to the Drartngs. pen a dt expressly for use on mylar material. Such pen shall 1. Pressure stn line Piping for sizes 2' and larger, shall be Each v, .ve number shall be embossed on valve Dox top veto 2. Pressure su D1 11ne lnstallatfon and sestina - 18 flours be Similar to those manufactured by Rapidograph. Kueffell i PVC Class 315. 21 t+11 'litters. Branding-unit available from Nydroscape D y Esser, or Fiber Castell. The dimensions shall be aide so is Products, Inc., phot number (714) 639-1850. i. Install n0 wu1t,D1e assemblies 1n plastic lints. Provide to De easily readable even on Mt final controller c Met (see 2. Class 31S pipe Shill be made from an NSF approved Type 1, each assembly with its o■^ outlet. ;. Automatic controller {nstallation - 18 flours Section C). The original ■ylar 'record draving' plan sM►1 pe Grade I. PYC Compound Conforming to ASTM resin specification w subeitted to the City Of Rancho Cucamonga for approval prior pl)B4. All pipe must meet requirements as set forth 1n 3. Install ail assemDltes Specified hereto in accordance with /. Control vlrp tnstallatfOn - 48 Aourt t0 Me comClttlon of the controller chart. federal Specification PS-22-70, with in appropriate standard r1deSliver heads shall be of the same site, e, and respective ectal!. In absence Of • detail Dr+ri ng Or dimenslOn (S.D.R.) (Solvent-veld Pipe>. rite of prectpftatlon with t +meter (or SDeciftcatton pertaining tc a sDeclftc tttm required t0 5. Lateral 11ne and sDrinkler installAtion - IB hours S. The Contractor shall dimension from two (2) permanent Puente complete the reek, perform such cork in accordance vitn pest or, pressure, and dischar shorn on the standard practice with prior approval of the City of Ranchooor road ; Pressure main line iDi^ for sizes 1-iII• and taller sM I1 r sprcifled 1n these s al provlslons. Cu a ronga 6 Coverage test - 48 hours ieginning Of establisftmcnt period interfettlonf, etc., tnr loutfon Of the follortnq 1st■s: Of PYC Schedule l0 rich solvent raided jocose. 2. Spray heads Shall Aave a Serer ad ustment. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, 7. f1na1 Observation - 7 days A. Connection to existing rater lines. 4. Schedule 40 pipe shall be side from NSF approved Type I, Grade I PVC compound conforming to ASTM resin specification 3. Rifer units sM 1 IT accordance with tA! Oust and moisture De/Ort be i srec Instily the and g_ When observations. have even conducted by Other than the Cita of b. Connection to e,lsttnq electrical purer. 01785. All pipe mutt meet requtre■ents as set forth in detail f fhovn on tb solvent rpndlnq methods shall De as reconraenCed by the D,De Rancho Cucamonga, show evidence 1n writing of when and by whom Federal SDeclftu tion PS-21-70. and fitting manufacturer. these observations were wade. e. Gott valves. 4. Reser ni or all sprinkler heads she a the same size ERE D D S. On PVC to metal connections. M! Contractor anti! cork the No :its observations will commence rtthout -At-Bt,+dr record S� �N DESCRIPTION OF REVISION OATS CITY d. Routln Of f rtnklrr vesture liner (dimension mat. s. PYC tolrent-veld fittings sAa11 Dt ScAedule 10, 1-2, II-I MSF as the er opening to the sprinkler body. metal Co^neCtlons first. Teflon tape or aDDroved equal, C' L cn O A P P ROME D 9 D D approved confor■ing to ASTM test procedure 02166. shall be used on ail threaded PVC to IVC, and on els drawings. In the event the Contractor calls for a site visit `� �rTp f`s 100' along routine). S. s rinkler heads of the same t e shall be of same without 'As-Bu11t" record drawings, without completing DreviOuSlY * 9A D YO MreaCed PVC to metal joints. light trench pressure 1s all noted corrections, Or rtthout preparing tAe system for said visit, �� i. 5pnvtnt cement and pr,mer for PVC solvent-veld Pepe and n f cturer, tMt Is rrqutred. Mhere threaded PYG ch the pipe are CITY OF RANCHO CU 4I�ONGA e. SDrtnkler control valves. fittln s sM 11 De of t e and Inst+Ilatton methods rescrtbtd ne sAa11 be responsible for relmbu*stnq the City of Rantno 9 YD P requtrrd, use thre+dte PVC adapters into rnith tn! DtDe may 9 by tM a^ufacturtr. 0 Identification Tags 0! solvent rplded. Cucamonga at his current billing rates per hour portal to portal ,e f. Routing of control wiring and locations of all splice (plus transportation costs) for inconvenience. No further site boxes. 7. A11 PVC pipe must Oeor the tollorinq arkings: 1. I.D. tags for electric control valves shall be manufactured E. line Clearance: All 11 nes shall have a atnlmum clearance of visits will be scheduled until this charge has been paid and S from Polyurethane Behr Oesopan. Use Cnristy's standard tag received. e ti TERRA V S T A I. Quick coupltnq v+fres. a. Manufacturer's name hot stamped with black letters on yellow background. Tags tredve (1a ,lents from each Other and from 11 nes of other r� b. Momtnal t e size trades. Parallel lines shall not be Installed directly over one �� �� h. Stub-outs for future connection. p D shall De numbered to match programming shorn On the inotAer. � ti . e. Schedule or c Uss drowings. Provide one tag for eacA electric control w eve. O� �� - B. Pressure rating in P.$.I. f. Awtomat,t Contro„tr FOOTHILL BLVD, MEDIANS 1. Other related equipment as directed by the City Of !. MSF (National Santtatlon foundAtlOn) aDDrOval 2. Special order tags from I. CAristy Enterprises, 1211 Struck END OF SECTION Rincno Cucorsonga. I. Date Of extrusion Avenge, Orange, CA 92661. Phone (714) 771-4112. A'/FOR, Instals as per manufacturer's lnstructtons. Remote control valves i. o^ Or before tA! deft of the f1na1 ODstrvatlon, the 1. All flttlnes sh+11 prim Int manufacturer's nimt Or trademark, D YAndal Resistant Controller Enclosure: sAall D! COnnecttd t0 controller in numprlcal Sequence as sAOrn On IRRIGATION S P E G I F i C A T I O N S Contractor shall deliver the corrected and completed sepias material destgnotion. size, applicable I.P.S. schedule and the Drartngs. to the Ctty of Rancho Cvt+espnga. Delivery of the septal reel NSF pial of apprprol. 1. Controller enclosure shall be of size and type shown on the G, Ni h Ytlta a M1r1n for Autos tic Controtllr not relieve the Contractor of the responslDtltty of irrtgatton drorings and trrtga H on OeUtl sheet. e 9 e LEWISfurnishing required information that aHOMES y bi omitted from the C. PVC Non-Pressure Lateral Line Piping: • prints 2. A backboard snarl be secured to the controller enclosure I. 120 volt power connection to the automatic controller shall 11. Mon-Pressure Ducted lateral line plptnq sAa11 be ►Yt Schedule Aousinq to provtdc a DAse for mounting the automatic De provided Oy the Contractor. 6---P6 .� C. Controller CTartf: t0 rich solvent-veld joints vhen lnstalltd in planttnq areas. sprinkler Controller and terminal strip. APPROVED 8Y: DATE: :. All electrical work sM11 confor to local toad, Dtdtrtante:, CITY ENGINEE W RCE N0. 24953 1. As-built drawings shall be approved by the City of Rancho 2. Non-pressurt lateral line piping installed under paved areas 3. A 117 volt duplex box sAall be provided v{th and On/off and union authorities Aaving jurtsdlctlon. CuCamonga before controtltr t)tarts mar! prep+*ed. (hall b! PVC S[hedule 40 w1tA todvent vtlded joints. switch, and 117 volt receptacle. Metol conduit shall run from the 117 volt supply to the controller housing. All M. Remote Control Valves: DESIGN R E CC'M M(N Df D 2. Provide one controller chart for eacA controller fuDPlled. 3. Pipe shall be made from MSF approved, Type 1, Grade 11 PVC purer ritAln the Rousing sAAI1 be properly erased. compound conforming to ASTM resin specification 01781. All 1. Install wAere sAorn on the Orawtngs. When grouped together, �+ 3. The chart shall show the area controlled by Me automatic pipe must meet requirements set forth 1n Federal , 4. A terminal strip shall be provided. clearly Indicating the allow at least twelve (12) inches between valves, InstallCCP M Ct--Ikl and CiOelCem, Ltd W-0-- ��x�w4. contr011er and shall be tAe a xtmvm t1:e rntth tAt Controller SDeclflcitlon IS-22-70 with an appropriate standard dimension proper points of connection of all apDroprlAte wiring each rNgtt Control vale! 1n a flparatt vAly! box. 0���„O D RAW N 750 EAST DEERE AVEME S M E T door r111 allow. ratio. (station valves, master valve, common, central control.) Pagano g T I. Flt,:Atrtg of sy:tem: _ SANTA ANA CA 92705 4. TAe cAart is to be a reduced dravtnq of the actual installed 4. Except as noted in paragraphs 1, 2 and 3 of section 2.018, L P system. Morever, to the event the controller sequence is all regvlremrnts for non-pressure lateral Itne pipe and 1. After all new sprinkler pipe lints and risers are in place IRRIGATION CONSULTANT PHONE (714)25D-4822 not legible rhM Me a nvtnq is reduced, tt sM 11 Oe fittings shall be the same as for solvent-weld pressure main and connected, all necessary diversion work has been t0a W. FOURTH ST. CHECKEDORAt!'ING *0enlarged to a the that rill be readable Then reduced. line pipe and fittings as set forth in section 2.011 of these completed, and prior to Installation of sprinkler heads, the SANTA ANA • CALIFORNIA• $2701 PC E N0 Q ?, SDttlftutlons. Control valves shall bt opened and full head of rater used to (7141$38-2363 D.D. PAGANO DATE FILE NOL rl h h us out t e system. -- SHEET 59 m O TREE LEGEND 1- SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS N LI LAGERSTROEMIA INDICA (SHELL PINK) CRAPE MYRTLE 11 24' Dox 15 FT. O.0 _ ( RL RHUS LANCEA� STATE RIGHT OF WAY AFRICAN SUMAC 16 ' tox 20 FT. O.0'� _ � o _ 3 _ SHRUB LEGEND SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS — 3 ' o R 1 RIC APHIOLEPIS IND P rJiG _ ..1 ICA I IE INDIA HAWTHORN 140 5 GAL. 4 FT. O.0 W - W PTW PITTOSPORUM TOBIRA 'WHEELERS DWARF' DWARF MOCK ORANGE 176 5 GAL. 4 FT. 0.0 OZ - > FOOTHILLLu_ BOULEVARD = W a - C/) W - 1� = PLANTING LEGEND G PLANTING TING KEY ��• _ W _ ESP. ESPALIERED Z GAL. GALLON CONTAINER J HTC HEOIGHT UND COYER SEE PLANT LIST OR = LT — L.A. LANDSCAPE ARCHITECT LEGEND — U 5' I _ R SIZE OF PLANT MATERIAL _ L.C. LANDSCAPE CONTRALTO _ Q MIH. MINIMUM GALLON OR BOX SIZE - M.T. MULTI-TRUNKEDUANTITY nF PLANT O.C. ON CENTER MHTERIAL _ RWO. REDWOOD _ - S.L.A. SELECTED 8Y L.A. SPEC. SPECIMEN - — _ -- SP. SPREAD _ o NOTL REFER TO SHEETCt FOR o0 m PLANTING DETAILS a SHEET 27 . FOR PLANTING SPECIFICATIONS, 0 CALTRANS NOTE. co CALTRANS NOTE: CALTRANS NOTE: PLACEMENT OF TREES SHALL BE MEDIAN TREE LOCATION SHALL 11 APPROVED BY THE CITY INSPECTOR Q SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2 FEET PLANT TABLETS ARE TO BE PLACED 2 FROM THE SIDE OF F" FROM BEHIND CURB OR 1/2 DIAMETER OF MATURE GROWTH BE SUBJECT TO STATES REP- THE ROOT ZONE AND 4" BELOW THE GROUND. AND STATES REPRESENTATIVE. rr- H— RESENTATIVES AN D CITY IN-FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. SPECTOR APPROVAL. TOWN TERRA VISTA CENTER _H _ _ (STATE RIGHT OF WAY GROUND COVER LEGEND — N BACCHARIS PILULARIS ' TWIN PLAKS' TE MALE ONLY 94- I (5AL.. H W ujTRIANGULATE @ 6' O.C. 3' FROM W > _ /9-5 G _ O I,5 EDGE OF HARDSCAPE U) m P - W Q - FOOTHILL _ W BOULEVARD _ cn W _ �. _ W . . .. .. ...... ...:.. _ /A' f s IIL. :M' .. . . - , .. . . . . .R .. . .. . .. . . . .... . .... '_'� .. ...... .. . ;kms % . ., �.. It J W c — Z U — TC _•J - - CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA :� 1 �, _ . GROUND COVER LEGEND * ; ^ J,MCA.'tt„l•,Mf�1� �� TERRA VISTA \, , :�' �+ .f •,.TRACT-�J6S9�-��'.��Ar �irf. .:!•� y �i i -Jdd UNITS-.�� � � C t +- < O 4 _ USE A 4II 11 THICK COVERING OF COARSE GRIND SHREDDED � y,X ,� z FOOTHILL BLVD. MEDIANS f11 t i .e+ HIGH MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, 1- 11 -,,� F. ,; >>� - DENSIT �:T^ �' 1 a'� ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED _ .,:, • _. - PLAN APTS. TING :t PLAN 4 l 519 UNITSEQUAL. NOTE CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR 17.3 ACRES i �7 r TO ; a-EI I _ _ �-. �;'Ts k;v•''t 3�Ax”- JO.PURCHASE FOR APPROVAL TO CITY INSPECTOR. SEE O_D.0/AC S' LEWIS HOMES s PEDETAIL 6 SHEET 9 I tclr r, a`��s �xy_ r t°1 – �;.aa, ' � :��.�> ' s.. +_ * t N !M( 'QC' APPROVED 8Y. DATE6 z SFS. . �. c1- 0 �I y y ALE 1 .20 0 0 7Ea�Rb lfsTA 1P.wN.� .t ;, M k , - �j( �`� y �� CITY ENGINEE R.C.E. NO 24953 r• t• 5`�Lr•- J' _mac= _ o" 6T'j'uc.D�'itC►'m��%` �—,�;:�r,'Q'.•L•�.rj•,1}`a CIS � 4p.�c�-;1.r DESIGN - J -� •1.1RECOmMENDED O u`i G �ll..L:i�i V L1V. ` *.ate FOOTHILL .DUCE- +</ Q• 5i•Zq l DRAWN � SkEET PROJECT LOCATION WEastDeereA rw � J&nta Ana CA 92705 1� F � � -M of 27- • G�`�E CHECKED (714)250-4M F'dx(T14) 752246 DRAWI`IG NO OF RCE NO DATE FILE NO S H L L I NOS9C)F �� O Q • ° PLANTING LEGEND ESP. ESPALIERED GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT L.A. LANDSCAPE ARCHITECT STATE RIGHT OF WAY �_ L.C. LANDSCAPE CONTRACTOR '— MIN. MINIMUM M.T. MULTI-TRUNKED 3 O.C. ON CENTER RWD. REDWOOD 0 S.L.A. SELECTED 8Y L.A. ..J SPEC. SPECIMEN W SP. SPREAD 0 m N = � W PLANTING KEY W _ co WBOULEVARD 1: _ FOOTHILL C/) SEE PLANT LIST OR W L� MATERIAL LEGEND W - SIZE Of PLANT MATE :..; :: :.. :'.i• :::..... :::.: �r: . :::':�.'.'...: ' ::::..'. - _ GALLON OR BOX SIZE r W UANTITY OF PLANT Q W a•: ! MATERI Z AL Z NOTE: REFER TO SHEET FOR LI Q PLANTING DETAILS a SHEET 27 Q 2 CALTRANS NOTE: CALTRANS NOTE: CALTRANS NOTE: PLLACEMENTIOF TREESESHALLOBE� PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2 FEET MEDIAN TREE LOCATION SHALL APPROVED BY THE CITY INSPECTOR G �� THE ROOT ZONE AND 4 BELOW THE GROUND. FROM BEHIND CURB OR 1/2 DIAMETER OF MATUR GROWTH BE SUBJECT TO STATES REP- AND STATES REPRESENTATIVE. 'I FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. RESENTATIVES AND CITY IN- Z'S SPECTOR APPROVAL. GROUND COVER LEGEND BACCHARIS PIL.ULARIS ' TWIN PEAKS' TE MALE ONLY 162- 1 SAL. TRIANGULATE @ 6' O.C. 3' FROM EDGE OF HARDSCAPE TREE LEGEND SYMBOL BOTANI:,AL NAME COMMON NAME QTY. SIZE REMARKS GROUND COVER LEGEND LI LAGEPSTRO.EMIA INDICA (SHELL PINK) CRAPE MYRTLE Z O 24u CnX 15 FT. O.0 USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED RL RHUS LANCEA AFRICAN SUMAC 12 Z4Nt3DX 20 FT. O.0 EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR N TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. SEE U.O IL I DETAIL B SHEET 9 . a 904 9 ESTATE RIGHT OF WA_Yl_ - � = N o - N 9 - o = N ui PjP I-S J2lG = _ -5 4-I 12L _ W __ W W FOOTHILL Z BOULEVARD = zcn o- W _ > le000"� ME uj ... w_ 0. N- _ W N �G Z W- -_ J _ J — _ V 04. Q Q _ DESCRIPTION OF REVISION DATE CITY APPROVED SHRUB LEGEND CITY OF RANCHO CUCAMONGA SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS �e TERRA VISTA ✓-T i tq�� � .j • JC .11 t:f�,N•�'1 J.. .yam �y�. _4• .�ei unirs; � 3�lpdRTME1�I7'S�' RAPHIOLcPIS INDICA SPIN IE' INDIA HAWTHORN 110 5 GAL. 4 FT. 0.0 asexcP�s �a.� T air-TZI� A RIC � :��� o _,,�.ur�c; rte. =a FOOTHILL BLVD. MEDIANS � a-kCRCb-J�, yY: � HIGH � esya�F�u,�a;S v t \ o •, PTW PITTOSPORUM TOBIRA 'WHEELERS DWARF' DWARF MOCK ORANGE 141 5 GAL. 4 FT. 0.0 ate •; _ DENSIT -�^ Z ��� xL - '� �• J - ' PLANTING PLAN 51e UNITS '?v@'i'.C�^-:.r:'.•'_':.5=•Fv,.'r'�:c=•.'.i —l {�i 17.3 ACRES `J+ t•� 1 ' it: ^ Yrv\.3000.V./AC . �A—MK LEWIS HOMES j —J 1i i " \ _ �. s 'r-Kiruna. r� F T'75I 'i .. r ALE 1':20'-0' � 1��RON �,yqAPPROVED BE: DATE. –a'�-?a'' z =� Ea�R�'ViSiAZ011VN'C' �R ' `p'� : : � �\ S� � - y CITY ENGINEER RC. NO. 24 c .xrag.�.e'i�d._- ✓�i= yvava�'Ej�o �r � n DESIGNJ '� •� �R�t (�\� LTD. �. owmN RECOMMENDED I LL ROW E- Lw&capeAThiltcNrv1Pbnning DRAWN 1750 fast Deere Avenue SHEET PROJECT LOCATION �q '�3'9� F r&ntaMa, CA 927Q51 27 Cf CAUF� CHECKED (714)250-4822 fax(714) 752-2469 DRA.W I y G NO RCE NO- DATE O DATE FILE NO - SHEET NWGOF �� _ _ - - - - o STJI► �;11�_�� - - _ dim_ —o _N — — _Q _ — ' GROUND COVER LEGEND USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED = MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, �-- ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED L J = EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR • TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. SEE W FOOTHILL DETAIL SHEET 9 O Lu _ UJ w - - - - Ilkw Z - =- W .J - W bP - to GROUND COVER LEGEND = W .. Z = • BACCHARIS PILULARIS TWIN PEAKS ' J -NOTEMALE ONLY �(o(o - ( GAL - _ - G w. = V CALTRANS NOTE: SHRUBS AT MATURITY SHALL NOT BE CLOSER TRIANGULATE @ 6' O.C. 3' FROM C ~ THAN 2 FEET _ FROM BEHIND CURB OR 1/2 DIAMETER OF MATURE Q GROWTH EDGE OF HARDSCAPE FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. _ - - - - _ - - - - - CALTRANS NOTE: PLANTING LEGEND — = PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF THE ROOT ZONE AND 4" BELOW THE GROUND. ESP. ESPALIERED C GAL. GALLON CONTAINER C G.C. GROUND COVER TREE LEGEND NT. ' HEIGHT L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS MIN. MINIMUM M.T. MULTI -TRUNKED 1 0.C. ON CENTER LI LAGERSTROEMIA INDICA (SHELL PINK) CRAPE MYRTLE 22 24" �x 15 FT. O.0 RWD. REDWOOD S. L.A. SELECTED BY L.A. RL RHUS LANCEA AFRICAN SUMAC 12 SPEC. SPECIMEN CMCE PARK 04 I�ox ZO FT. O.0 SP. SPREAD _ N _ Q _ — W " O N m Q m _ =W _ =W CALTRANS NOTE: � — MEDIAN TREE LOCATION SHALL . __ W = BE SUBJECT TO STATES REP- _to W RESENTATIVES AND CITY IN- H W FOOTHILL SPECTOR APPROVAL. BOULEVARD - - W _� Q -STATE RIGHT OF WAY 7 W W "' - _ Z = co _ _ ILI Z IU = ry��• 91- I L! J — — U CITY — — Q DESCRIPTION OF REVISION DATE APPROVED PLANTING KEY CITY OF RANCHO CUCAMONGA ^����_ � c` V �YCRI,//'�•.M x'111.. -S� �. V- TERRA VISTA � �. •�\..:TRAci_»ess J. AApARMl11L��_!� . s f'� ME�iT .� ,o G'�y �� s.a_xcNgsF-�i ��,.ar2Acr�tazi ' 24.4 HIGH ;�` ,;._ _ s� �-r SEE PLANT LIST OR . 3 �z DENSIT , r ''�: LEGEND FOOTHILL BLVD. MEDIANS SHRUB LEGEND :- = :: ' APTS. G E N D e �_ 3 5� I SIZE OF PLANT MATERIAL �� 1�" 319UMITS � ' GALLON OR BOX SIZE PLANTING PLAN l 17.7 ACRES 30.0 D.U./AC. a�"� 1i4Cwrn t; �L 'y. ';•1� i^c ':'Wv` Crr fir`". ��,,, ' ili =-`� �`; ,�� "s-Tn` "r��--•� UANTITY OF PINT SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS Q MATERIAL REo LEWIS HOMES �n :rte• • S� INDIA HAWTHORN �oL 5 GAL. 4 FT. O.t ? R�''vISTA�tO�ari�'cE;riti�" ;; , Q '� �o APPROVED BY: DATE RIC RAPHIOLEPIS INDICA PIN l = �' `'`'' �' 9 Ib -J6 c SCALE l`:20'-0` 132 AL. O.t CITY ENGINEERRC.E N0. 24953 PTW PITTOSPORUM TOBIRA WHEELERS DWARF DWARF MOCK ORANGE 5 G 4 FT. F � a" NOTA: REFER TO SHEET FOff�� :` �, DESIGN RECOMMENDED PLANTING DETAILS a LE SHEET 27 = FOR PLANTING SPECIFICATIONS. `A S „� B ✓ V LandscaMArchitechnIPkinning �I PLACEMENT OF TREES SHALL BE S► � DRAWN - � 1750 EastL>weer�eAvenue SHEET PROJECT LOCATION APPROVED BY THE CITY INSPECTOR� o,,. 9/ -_T F &ntaAna, CA 92705 oF-2 7— AND STATES REPRESENTATIVE. 11sOR CHECKED (714)25&4822 Fax(714) 752-2469 DRAWIYG NO RCE NO- DATE O DATE FILE NO _ - SHEET NO-'OF �� ti STATE AIGNT OF WAY —) — — — N - C14LE - c - _q W W 3 _ -cl) _ OJ _ Ijj� W = FOOTHILLq - BOULEVARD _ W w _ = W roe=A co _ f T a40 _ . AL L - W W = Z _ — Z s J _ CALTRANS NOTE: _ CALTRANS NOTE: CALTRANS NOTE: V .J IPT MEDIAN TREE LOCATION SHALL PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2 FEET = V = FROM BEHIND CURB OR 1/2 DIAMETER OF NATURE GROWTH BE SUBJECT TO STATES REP- _ THE ROOT ZONE AND 4" BELOW THE GROUND. = Q FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. RESENTATIVES AND CITY IN- I_' _ SPECTOR APPROVAL. Q GROUND COVER LEGEND SHRUB LEGEND TREE LEGEND = USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR RIC RAPHIOLEPIS INDICA 'PINKI�� INDIA HAWTHORN 322 5 GAL. 4 FT. 0.0 LI LAGI RSTKOEP9iA INDICA (SHELL. PINK) CRAPE MYRTLE 15 z+" tox 15 FT. O.0 TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. SEE DETAIL E5 SHEET 9 PTW PITTOSPORUM TOBIRA 'WHEELERS DWARF' DWARF MOCK ORANGE 410 5 GAL. 4 FT. O.0 RL RHUS LANCEA AFRICAN SUMAC 38 Z4" dOx 20 FT. O.0 _ _ _ �sta�E R��HT of WAY W =_ W o BOULEVARD �'- FOOTHILL w — _ W - w ...... .:.:::::...:::::.: ...... ................ ch _ — t : GROUND COVER LEGEND y, W BACCHARIS PILULARIS ' i''r+�:^v P'`tnKS'W NOTE : � Q _ Z MALE ONLY 104 - 1 GAI_ R-IG J 'J TRIANGULATE @ 6' O.C. 3' FROM CC= W V— Z — - W 0 �'1' EDGE OF HARDSCAPE J � _ Q _ H a— Q N _ _ _ PLANTING LEGEND DESCRIPTION OF REVISION DATE CITY co ti L TIN KEY APPROVED ESP. ESPALIERED GAL. GALLON CONTAINER CITY OF RANCHO CUCAMONGA G.C. GROUND COVER HEIGHT LX SEE PLANT LIST OR LTA. LANDSCAPE ARCHITECT TERRA VISTA LEGEND L.C. LANDSCAPE CONTRACTOR SIZE OF PLANT MATERIAL Q/p,,7AG,✓,.;. : `'. ;` Er .:_ MINMINIMUM �. =- FOOTHILL BLVD. MEDIANS GALLON OR BOX SIZE _ , misSlo' I �`�=�s�';�s"'�` _`" � M.T. MULTI -TRUNKED QUANTITY (1F PLANT O.C. ON CENTER �� „ - tt . � l MATERIAL �( r: s rat d �L�4 NDENSITY- - FtuspI �,1 RWD. REDWOOD PLANTINGPLAN 4 �"r'�r - r�:rCi'cr�4rr'c�F--c ;- HOUSINAi4 �yti,1\F .cxr ,�auNlT .�� � �yj ��° - S. L.A. SELECTED BY L.A. ,:,r�r;,rc 5..3 ACRFSPEC. SPECIMENO. DWg _ LEWIS HOMES SP. SPREA EREO �A �c �f� � MEDT CA OFM ,. V�S�` �1' APPROVED 8Y. DATE:� NOTA: REFER TO SHEET �j FOR `� `'� `. 7� SCALE 1'.20'-0 PLANTING DETAILS a SHEET 27 > >` 't� �: II,`\`\\�jy}� '� `� ` I CITY ENGINES RC_E No. 24953 FOR P AN �� ��� I FOOTHILL -_..-___ L TI G SPECIFICATIONS, --- 9 9 PLACEMENT OF TREES SHALL BE E�---- - � DEslch � .� � RECOMMENDED ///'�� U C.OI�IC,E�tN LTD 11ADRANTrpUADHANT � r•.7 Lwitcapekrhiteclurftaning APPROVED BY THE CITY INSPECTOR, o $.H ' �x AND STATES REPRESENTATIVE. PROJECT LOCATION A �3 - DRAWN 1750 fast Deere Avenue SHEET -7j manta Ana CA 92703 E % � (714)250-4822 Fax(714) 752-2469 _21 of-27— 044 IFOR CHECKED DRAWINGG NO RCE NO z / — DATE FILE NO SHEET NW--'OF 6(el -- �� F-" _ 0�- -3 Ct'O ESTATE RIGHT OF WAY —1 Ic o - w � _/n N — _ =uI cm _z WUj - -_ 1 -U BOULEVARD N W _ FOOTHILL =� W — E5 PLANTING KEY LI J W ERESENTATIVES NOTE: CALTRANS NOTE: — CALTRANS NOTE: REE LOCATION SHALL PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF z SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2 FEET ECT TO STATES REP— THE ROOT ZONE AND 4 BELOW THE GROUND. J FROM BEHIND CURB OR 1/2 DIAMETER OF MATURE GROWTH AND CITY IN— L'(' EE PLANTLIST OR LEGEND SIZE OF PLANT MATERIAL FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. APPROVAL. GALLON OR BOX SIZE U UANT I TY f1F PLAINT I— = Q Q MATERIAL _ _ NOTL REFER TO SHEET qA FOR GROUND COV PLANTING DETAILS a SFfEETZ7 ER LEGEND FOR PLANTING SPEC I F I CAO PLACEMENT OF TREES SHALLBEE _ GROUND COVER LEGEND BACCHARIS PILULARIS ' TWIN PEAKS ' APPROVED BY THE CITY INSPECTOR NOTE : AND STATES REPRESENTATIVE. � USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED MALE ONLY �jI— ( CuAL. IVE. MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED TRIANGULATE @ 6' O.C. 3' FROM EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. SEE DETAIL B SHEET 9 EDGE OF HARDSCAPE C*-STATE RIGHT OF WAY --------------------- - a — o cq =ti = — a�— W — W G PT N— W v W_151 0- OBOULEVARD-- W W FOOTHILL W _ - - � W7 _ = T W REE LEGEND - = U SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS — �— Q LI LAGERSTROEMIA INDICA (SHELL PINK) CRAPE MYRTLE 17 Z¢ IJ5 FT. 0.0 = RL RHUS LANCEA AFRICAN SUMAC 18 " x 20 FT. O.0 Z4 CXR DESCRIPTION OF REVISION DATE CITY AP►ROYED PLANTING LEGEND CITY OF RANCHO CUCAMONGA SHRUB LEGENDESP. ESPALIERED TERRA VISTA �K GAL. GALLON CONTAINER SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS „ G.C. GROUND COVER FOOTHILL BLVD. MEDIANS HT. HEIGHT L.A. LANDSCAPE CR �� 5 GAL. 4 FT. 0.0 - Ji ',� >. '4 w ". CONTRACTOR PLANTING PLAN RIC RAPHIOLEPIS INDICA F'INK.I INDIA HAWTHORN I(o5 . . v � Z� C� - L.C.L C LANDSCAPE ONTRACTOR ✓ •1></! tr1 r ' ' ; +^'L'S'D . • ' MIN. MINIMUM 1 ` , � ... ; � - ° - M.I . MUL I —TRUNKED LEWIS HOMES PTW PITTOSPORUM TOBIRA WHEELERS DWARF DWARF MOCK ORANGE 193 5 GAL. 4 FT. O.0 — � ESE A# o"s�o u � ,� Q — 0. C. ON CENTER 1 ,73UN�T5 U PX x a� ,., . . �S ,y S� APPROVED BY DATE :�_��-9� s.e� ACRES , SCALE 1 .20 —0 �o ''� �pp - : RWD. REDWOOD 3 0D.U./AC. g S. L.A. SELECTED BY L.A. Q 9 CITY ENGINEE R RC.E NO. 24953 •3t� !GE}A v:y ESID ��AV I, SPEC. SPECIMEN _ �' DESIGN �.j ��� )�' RE JMM N ,>QuflA aTS �� SP. SPREAD _ o �Lt11YD C OINVE� 1 i '�.j\ r 4: C1CSy'lJ���•'4Z'a�.(y.SR}F-* � �V L` ll. � DED BOULEVARD_ FOnTNILI f7 B . H . La�ftWAmhiterhm1Plannmg : ' D`w" 1750 Fast Deere Avenue S H E E II .OUADRANTTQU DRANTT Santa Ana CA 92705 4 oF-27 CALFORN�� CHECKED (714)250-4822 fax(714) 752-2469 DRAWING No PROJECT LOCATION ' RCE No DATE FILE Igo _ z 93 SHEET NW-30F 6( J GROUND COVER LEGEND GROUND COVER LEGEND USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED TIE BACCHARIS PILULARIS ' TWIN PEAKS ' MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED MALE ONLY EAI, EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TRIANGULATE @ 6' O.C. 3' FROM TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. SEE • DETAIL D SHEET q r EDGE OF HARDSCAPE t _ - _ STATE RIGHT OF WAY _ W _ W =vN W .o R ...� CALTRANS NOTE: _ CALTRANS NOTE: CALTRANS NOTE: - MEDIAN TREE LOCATION SHALL SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2 FEET PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF N _'r' -J BE SUBJECT TO STATES REP- FROM BEHIND CURB OR 1/2 DIAMETER OF MATURE GROWTH THE ROOT ZONE AND 4" BELOW THE GROUND. W = �"' RESENTATIVES AND CITY IN- FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. - _ SPECTOR APPROVAL. W — _ _ Q _ O O _ W 1 _ W F4 «.L. cnULEVARD- - W " _ z:3 - _ w - - Z _ - Q SHRUB LEGEND _ TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS RIC RAPHIOLEPIS .NDICA 'Pli�1KlE' INDIA HAWTHORN 87 5 GAL. 4 FT. 0.0 LI LAGERSTROEMIA INDICA (SHELL PLNK)_ CRAPE MYRTLE 15 Zq" fox 15 FT. 0.0 PTW PITTOSPORUM TOBIRA 'WHEELERS DWARF' DWARF MOCK ORANGE 104 5 GAL. 4 FT. 0.0 RL RHUS LANCEA AFRICAN SUMAC- 9 ae..E')ox 20 FT. O.0 PLANTING KEY STATE RIGHT OF WAY - % _ — _ — _ - L-r SEE PLANT LIST OR - _ LEGEND 5' IOISIZE OF PLANT MATERIAL N GALLON OR BOX SIZE QUANTITY nF PLANT MATERIAL -_� o _ w _ w NOTE:: REFER TO SHEET FOR W =0 _ m _ = PLANTING DETAILS a SHEET Z7 71 > LI = FOR PLANTING SPECIFICATIONS. 0 —r _ W PLACEMENT OF TREES SHALL BE m =� BOULEVARD APPROVED BY THE CITY INSPECTOR, FOOTHILL _ (n LLj AND STATES REPRESENTATIVE. UJ :::::.... ............... LI = Z Lu = � PLANTING LEGEND �P J ESP. ESPALIERED � H PT GAL. GALLON CONTAINER — Q 04- G.C. GROUND COVER H _ HT. HEIGHT — Q = _ L.A. LANDSCAPE ARCHITEC L.C. LANDSCAPE CONTRACTOR - — MIN. MINIMUM M.T. MULTI-TRUNKED O.C. ON CENTER DESCRIPTION OF REVISION DATE CITY RWD. REDWOOD APPROVED S. L.A. SELECTED 9Y L.A. SPEC. SPECIMEN CITY OF RANCHO CUCAMONGA SP. SPREAD TERRA VISTA FOOTHILL BLVD. MEDIANS { , PLANTING PLAN esstoiraRK` "V? LT��€l� IT 1 BRED Lqh LEWIS HOMES F s crrr ; H EN51T I.u. q�"� 1Q r „�O� •! / HOUStNC pp 41 �CS > l ' SDNtT1 CIG��C .� SCALE 1*'2O'-O" w�S�` jHERp4, sC9 APPROVED BY. • � 175 Acaes f. ✓ � , .'9 ` . • DATE. 30.D O.U./AC. f,. �� i T O / F 24953 pl t �� P ,o CITY ENGINEE R.C.E. N0. ,� o•.•, � -„r. ES!DENTAL 'C, o! ° - l9 9 ANCI °� �q; MEDICAANKCbWEI�N LTD. L OFFi:E � %v DESIGN • RECOMMCNDED I1 - 1 z ,EVARD "- g' N �V' larxkc�peAr�hitectu�e/Pfanning DRAWN 1750 East Deere Avenue S NE E T iouTNWEST:SOUTHEAS 9� j�,, /,� /�,. /,�7/][ - 7 QUADRANT:QUADRANT `i ��o�f ,Sanla Ala, CA JL/W _ -2 Cq CHECKED l/ (714)250-4822 Fax(714) T52-2469 ORaw i ti c No PROJECT LOCATION. LIFO RCE NO /.z 93 "� DATE FILE NO JG , SHIP- ET NW'yOF 6� i TREE LEGEND PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS ESP . ESPALIERED I GAL. GALLON CONTAINER G.C. GROUND COVER LI LAGERSTROEMIA INDICA (SHELL PINK) , CRAPE MYRTLE 6 24 ejox 115 FT. 0.0 HT. HEIGHT L.A. LANDSCAPE ARCHITECT RL RHUS LANCEA AFRICAN SUMAC - - ZOFT. 0.C L.C. LANDSCAPE CONTRACTOR MIN. MINIMUM M.T. MULTI -TRUNKED O .C. ON CENTER RWD. REDWOOD S. L.A. SELECTED BY L. A. SPEC. SPECIMEN CALTRANS NOTE: CALTRANS NOTE: CALTRANS NOTE: SP. SPREAD PLANT TABLETS ARE TO BE PLACED 2" FROM THE SIDE OF SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2 FEET MEDIAN TREE LOCATION SHALL THE ROOT ZONE AND 4" BELOW THE GROUND. FROM BEHIND CURB OR 1/2 DIAMETER OF MATURE GROWTH BE SUBJECT TO STATES REP- FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. RESENTATIVES AND CITY IN- p L AN Ti N G K E Y SPECTOR APPROVAL. LT SEE PLANT LIST OR LEGEND 5' I SIZE OF PLANT MATERIAL GALLON OR BOX SIZE -O QUANTITY OF PLANT MATERIAL NOTE: REFER TO SHEET 9 FOR PLANTING DETAILS a SHEET 27 FOR PLAI4T I lIG SPECIFICATIONS. PLACEMENT OF TREES SHALL BE APPROVED BY THE CITY INSPFCTOR) I AND STATES REPRESENTATIVE. 8 i GROUND COVER LEGEND BACCHARIS PILULARIS ' TWIN PEAKS ' / 1 _ NOTE : MALE ONLY 32- I �AL,O 1 TRIANGULATE @ 6' O.C. 3' FROM STATE AIGHT OF WAY -- ; EDGE OF HARDSCAPE - - - - 1 � 1 Cm • ! GROUND COVER LEGEND U_ _ 1 0 USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED 1 MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, W - • ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED �W - I EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR �G !' TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. SEE DETAIL b SHEET 9 FOOTHILL W = BOULEVARD oo� W _ ch /100� _ 1 _ M • � W = P 1 Z - J - - 1 U - ~ 1 _ N Q - 1 _ DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA _. TERRA VISTA FOOTHILL BLVD. MEDIANS PLANTING PLAN t ii?"•iW ..!•i9.Oi.jV:1tCr ��'• Hl„ �. st �ERED LA LEWIS HOMES X"•�i+ev NDUS,NG - .> ,. APPROVED BY. DATES 7 f `q 775 X TS (,��..�,.-, ;nd GX J�~ v - c,: r 603A ES K. �. t }� . �\ SCALE 1":20' —0 70.OD.U.%AC � _ k�A �, _ <9 CITY ENG RC.E N0. 24953 oo "`u'' "�`f2E5lDENTIA "ol- r MEDICAL OFFICE ' , 31.OAC. = DESIGN REC��MMENDE^v 13. H TA ) �I�l�:L1ZN' Ill. . = . ; EVARD FOOTHILL - + - Landscape Ar�chilecture/Planning �`� DRAWN `I 1750 East Deere Avenue SHEET SOUTHWEST!SOUTHEAST �Y! Santa Ana CA 927II5 CUADRANT ;QUADRANT Or � � (714)25x4822 fax(7l4) 752-2469 �OF CqtIFOR CHECKED DRAWi'VG NO PROJECT LOCATION GATE RCE NO- FILE O FILE NO . , _ SHEET NOeSOF 64:; CONCRETE 10 .CONCRETE FINISHES E. Plant List - is indicated on drawings. 14. PLANTING W"W- SHRUBS, AND GROUND COVERS B. Fertilization - fertilize three (3) weeks after planting with S 1 SCOPE Flat surfaces shall be screeded to the required levels and slopes and A. w.+Mr»�,tF shrubs shall be planted in pits at least 18" greater pounds 16-6-8 per 1,000 sq. ft.; fertilize thereafter ever • F. Sizes of Plants - Shall be as stated on the Plan. Container D y then any excess water and lattance removed. Concrete shall be stock 1-gallon, 5-gallon, and 15-gallon) Shall have been grown in d,amter than their bali of earth and at least 12" below the thirty (30) days. compacted with d grid tamper and then floated to 6 true level surface bottom of the ball. Compacted soil at bottom of pit shall be Furnish and install concrete work complete as indicated on the in Containers for at least one (1) year, but not over two years. 1 u e n n , fell with "prepared t" the _____ _ __ within the tolerance of 1/8" along a 10" straight edge. o s ded and the t ed t e a ed s rm o to botto C. Disease and Pe' Control - r n drawin s and specified in l i v D D .t For control of slugs and snails. coon : sa s 999 of the ball . When the plant has been properly h i 1 A. Furnish and set all reinforci steel bolts n , p s p p y set, the pit apply pe letized iricelcium arsinate 5X D weight and o is a d anchors. G. Substitutions i n - Y 9 • � ng See plans for concrete finish in landscape areas. will tut o s Substitutions for the indicated plant mate n ams shall be filled to the re uired' rade with " i-e ared soil" and metalden x weight de 5 Uas rmn f r B. Install all i q 9 D D y y per a u actu eels recorrtnendations teas required by other trades which are to be cast wi-fj De permitted provided the substitute materials are approved into Concrete. in advance by the L.A. and the Substitutions are made at no thoroughly settled by tamping and watering, two (2) weeks after installation. 11. EXPANSION JOINTS Pew- -- --- C. .Concrete mow strips, footings for walls, fencing, benches, etc., additional cost to the Owner. Except for authorized variations. F r n r 1 f opt,- - - - -'"� `anfri, rir nFt+rr "rf if0nrW„E iA 0 c0 t 0 0 cutworms and other soil insec 1 M where applicable. Placement of expansion joints shall be as directed and determined by all substitute plant materials shall conform to the S ts, appy Metro brand soildrin as per manufacturer's recommendations two 2 D. "The work performed .. requirements of these specifications. ( ) o pe pried in connection with highway planting shall q spa: cations. If the accepted subztitue 9 Y P f I x n i n in V 9 1 lab m rkin n d n draw n s. E a s p o t a outs o s a s ole 'E J o V J y 9 9 weeks after installation. Th r conform to the provisions in Section 20-4", "Highway planting" material shall be Quick Joint or approved equal, or as noted in materials are of a less value than those indicated or specified, toIs p oduct contains Dieldrin, Q q , DP r Pr r �r water in B Prepd e a depressed at. bas as wide as plant balls at each Lindane and Ph h r hi the Contract price will be adjusted in accordance with the P D D osp o ut pate. of the Caltrans Standdrd ,Spi;Cificati0n5. plans. plant. Water thoroughly, backfilling army voids with additional 2. GENERAL provisions of the contract. _ prepared planting mix. Exterminate gophers and moles and repair damage. �01"r}'�l 12. PROTECTION H. Plants Not Approve - Plants not approved are [o be removed from All requirements f subsection standard specifications r C. Giround Covers Pr nin - 1 q s o suDsect o 3 31 sea da d spec icatio s fo site imnediat 1 a re la -- - ---.- - D u _ g Al shrubs and trees shall be pinch pruned as Public works cor.struction, shall applyexcept as specified herein. A11 finished concrete work shall be barricaded to pedestrian traffic _4. Y p cad with suitable plants. The L.A. necessary to encourage new growth and to eliminate rank Sucher P and/or City 7"e r s the n ght to reject entire lots of plants for three (3) days. Barricades shall be placed rrm,ediately after /� t (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be concrete finishing. Contractor shall furnish, lace, and remove all represented by defec ve samples. 3. MATERIALS D cover areas shall be moistened prior to Alantin No flat removed.�fq mor of his own barricades. Contractor shall be responsible for any p g f{''�= pruning Shall be done without the approval Of plants shall De planted to dry soil. the city ma n, ante inzpectorb A. Portland cement shall conform to ASTM-C;50, Type 1 or Type i1 , damage to new construction and replacement or repair of the work 8, FERTILIZERS AND SOIL CONDITIONERS shall be made without added cost to the City.arid SiCtG. Samples of all soil amnendments, sod and plants shall be submitted for (2) Set plants in center of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and level wr h finish r after lin f it then - B. Concrete aggregate shall conform to ASTM-C33_ inspection and stored one the Site until furnishing materials of is t s grade a to settling o so t e Shrub areas shall be kept weed-free at all times. Heeds Shall completed. Deliver may begin upon approval of Samples or as directed by backfill and water. be dug out by Inc roots and disposed of off site. C. Water shall be clean, free from strop aciJs, alkali, oil or organic 13, PATCHING p y y 9 P Pp P 9 9 matter. L.A. and the City pn d Sfje- (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot If patching is necessary and permissible, a bonding agent such as 4•' but not more than 6" in length. shall fertilize per 026 - Lawn Maintenance and 1'27 Groundcovers r Weld-Crete, or equal, shall be used. A. Organic fertilizer shall be processed sewage sludge with a D. Admixture for all formed concrete shall be JIKA Chemical Corp's q minimum content of It nitrogen and 2 Phosphoric Acid similar to and Shrub Area Maintenance of these specifications. "Plastiment" or approved equal , applied in strict accordance with ES OC CURIN ry "NiNitrohumus". Method of manufacturer's directions. � ' RETE CURBS processing shalt not destroy normal bacterial content. 26. GUARANTEE AND REPLACMENTS s at locetluris a, E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. ;� ,ty. Use B. Nitrogen stabilized sawdust shall be bulk, with the following A. All shrubs and groundcover shall be guaranteed by Contractor as Mirefab n c ASTM-A185. cru`' t nitro en Content based on dr wet h to growth and health for a period of ninety (90) days after. natural ,cry • t ,. v^press ve St ength. 9 y g t 16, CARE OF PLANTS BEFOFI-AND DURING PLANTING completion of the Spec ifi _In�i +tenance period, and/or final F. Forms locate e. directed, at acceptance b the cit '•�t -_ 0.51 for Redwood Sawdust y yA ?res up to 20" box size shall be TI) lumber shall be "conStruCtIon grade" d„ugIas fir. "' Plarts Shall not be allowed to dry out before or while being planted. guaranteed b Contractor to live and row in an acceptable (2) Plywood used *or furn.Irg shall be at least 5, thick, and e•d.,r ' with LrIstle b, sh P",e. 0.1; for Fir Sawdust y 9 1.0' for Bark or Pine Bark or Mixure Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of six (6) months after completion sealed. all times during planting operations. Do not expose roots to the air of the specijle maintenance period, and/or final acceptance by 1 5. CLEAN•-UP except while being placed in the ground. Wilted plants, whether in place the city A"�' to 20" boxes or larger, and all field grown Salinity - The Sdturat,Jn exC,'dCt CJr:dam:irvtt ;heli nCt exceed 7� G. Expansion joint filler shall conform with AITM-;17; 1 irten• lded). i , ' or nit, will not be accfpted and Shall De replaced at the Contractor's Specimens shall be guaranteed b Contractor live n grow in P t to r a d J [ o mil ,rmh 9 Y m 3.5 9 os c at �5�. Upur. ,ur[,let , r of all eon�rrte work and before final acceptance, expense.P an acceptable upright positron for a period of one (1) year r •,• r 4. CONCRETE debris,to spell rf ,hee all fouls, su plus all b ,l ., alpirdtus,clean, ditea�faa le. Ion of the specified maintenance period, and/or debris, etc. , from the site and the site shall De left in a clean, 17.WATERING BASINS city a.'f�T,°011.ace. A. ualrL neat c •J,tion a,�rptable to City.prlC{ �QfG. Commercial fertilizer shdi ' be delivered to sacks with manufacturer's xl 4 Y label showirig weight and ,, alis att.icr.,d to edam 53,: A. Construct a firrly coRpacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during (1) Contractor assumes responsibility for the design mix and 9, STAKING MATERIALS p ant t,, f,rm a watering bdSIn at the edge of ant; following the the life of the ContrJ.t, includifl� the maintenance period or guarantees the Specified „Itirrate strength as indicated or shape of tt,e planting pit area. Mounds for trees and for vines those placis injured or damaged as to render them unsuitable for specified herein. LANDSCAPE CONSTRUCTION A. ret st.iii sh•: De is ter dc''air„di 5-;a!lof u larger cor,ta,nerS, uthe,wIse specified Shall be the purpose intended, shall be inmiediately replaced in kind and , (2) Concrete, mirii,um 28-day ultimate strength Shall be 2Jj0 psi . 1. SCOPE at lei-,, 4" h1jt;. Mounds fur d I I other trrL'S, vines or plants Size at the expense of the Contractor. (3) Ready-mixed concrete shall conform to ASTM-C94. B. res for no dirt' t,-ees shall be as per detail , not otherwise specified shall be at least 2" high. Excavated 40451tt � lie work of this section includes all labor, materials and equipment earth, if capable of retaining water, may be used. Any C. Contractor shall, within 5 days notice by the city remove and B. Proportions and Consistency reauired to complete the work Indicated on drawings. The work shall be 10.GRADING AND SOIL PREPARATION settlen.ent within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fail performed in accordance with the Vest standards of practice relating to to the required grade w,th prep red so+l, and addition) to meet the requirements of the guarantee. Replacement shall be ----" nitrogen stablilrzed sawdust worked into the surface as required made with plant material as indicated or specified for the (1) The proportions of aggregate to cement shall provide a dense the various trades and under the continuous Supervision of a competent A. L:'r,t ,,;;r iS to frit;r ,;,3de , w thorn 1 l th of a foot or 1" ni restore the mulcted wdus(ondttion. original planting, and all such replacement mixture which will readily work into all Corners of the forms foreman, capable of interpreting the drawings and these specifications. bele% .,a v,ny where paving exists. 9 D 9. D acement materials shall be and around all reinforcements without an segregation of the The work included in this section is as follows: YB. Mors ture Content - The soils -,all not be worked when the guaranteed as specified for the original guaranteed materials. materials, cause excess free water to collect on the surface or - -- - moss+-ore content is so great that excessibe tom,action will B. At the end of the 180 day maintenance period all watering basins cause excessiDle bleeding of the forms. finish radii for planting, soil presparation, fertilization, planting, in lawn areas shall be leveled to finish grade and the area 2 7. CLEAN-U P occur, and not when it is so C' . that dust will form in the air marntenAr,ce, Inspection and certifications, guarantees, Shall be sodded with the specific sod. c!. --- - miscelIanecas allowances. or that clods will not break readily. Water shall be applied if Upon completion of the work in this section, Contractor shall remove all (2) The recommended practices of the American Concrete institute shall be followed in all applicable procedures. The mdxunun, necessary to PrC,,d1 S. WATERING e ,deal moisture content for till,ng and for rubbish, trash and debris resulting from the operations; remove disused Slump shall not e.:ceed three (3) inches for footings, slabs Di ant,n g. equipment and Implements of service; leave entire area involved in a neat ongrade, and mass concrete five (5) inches for fouridatior, walls. 2. APPROVALS A. inr ediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city 01rnd ✓M+G' C. Preliminary Grading - Preliminary Gracing shall De done in such by means of a hose. The water shall be applied in a moderate C. Control A. All s;,rink er work shall inspected and approved prior to the start of a manner as to anticipate the finish grading. Exiess Soils stream in the planting holes until the material about the roots any wc,rishall be removed or redistributed before application of is completely saturated from the bottom of the hole to the top X E R IS C A P E ASSESSMENT SYSTEM SUMMARY The concrete ualit proportions, consistent j fertilizer and mulch. Where soil is to be replaced by plants of the ground. quality. p p y, etc. , is subject to ,• approval of Owner, And no changes shall be made without his prior B Prior to excavation for planting or placing of Stakes, locate all and mulch, allowance Sha . De made en that whet pecifh grading written approval. utilities, electr,c cables, conduits, sprinkler line;, nedds, valves, has begun, there shall De no deficiency in the specified depth B. Plants which cannot De watered efficiently with the existing of mulched plartin beds. _ POINTS REFERENCE and valve control wires, and all utility lines So that proper 9 water system shall De watered by means of d hose. CLAIMED (SheetM/Ref. N) S. FORMWORK precautions ma�• be taken not to dfif'Age such Imp? )ve,ents. In the • event of a conflLC .•en Such lines and plart locations, promptly 0. Weediry - Before and during prelivrinary and finish grading, all I. LANDSCAPE[Point Value] ��,�� C. Apply water in sufficient quantities, and as often as seasonal A. Forms for concrete work shall be either metal or wood. Forms that notify [he City^ s''t ' S who snail arrange for rc!u,etrur for ore weeds and grasses shall De dug out by the ,•cuts and disposed of conditions require, to keep the ground Ml-brat all times, well 1. Water Conserving plants.[201 2 0 ZO-� are warped or that do not have a smooth Straight upper edge shall not or• the other. �d, l rr tc, f ,lluw CBCs. p,,,,.�d,rt p1 ,-es ,p n off site (except those weeds and grasses not of the perennial below the root system of 4s.&4- A-4 planting. Care is to be be used. Forms shall be set with the u Cor,trartor the fes; I , ib,l)t for, at hi, owr. er:e, sF, mr:F ' ar did type, less than 2-1 2' high and nit bearing seeds, which may be taken ir. wate ring slopes so as not to cause erosion damage. 2. Turf limited to 25% (45%residential.[20] ZD Aper edge place the board true t0 y g y turned under!. Oats mere Char• 2-1/2 high and not De,ir,ng seeds -� line and rade and shall be staked rigidly In lace with stakes set ail rej,air5 f;,f d., ,j, , ltiny fr k nt,, u+.drr. 9 D may be turned urCc°r. Pe,'e nn+Jl weeds and grasses to be re::,oved D. following the planting of ground cover plants furnished in 3. Plants grouped by watering need.[10) ] 0 ��-26 not more than four feet (4' ) apart So as to remain immovable include, but are not lin ited to, the fullowi,, throughout the construction. All forms shall be a Owner 9 flats, each plant shall De immediately and thoroughly watered by proved D 9 P y means Of d hose with d Slow-running stream of water. 4. Hardscape(non-irrigated)surfaces.[10) f 0 ZtD- Zb within a tolerance df one percent (1T). All materials shall be 3. OU A NTITIES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant accurately and separately weighted and mixing shall continue until Alfalfa Johnson Grass Wire Weed Morning Glory 19.TREE STAKING 5. Permeable paving.[5] the distribution of material is uniform and the mass of concrete is Plant materiels shall :o furnished in the quantities a' i or -acing as St. Augustine Urass s homogeneous. shown or noted for each location and shall be of the Sp, ,ies, kinds, Stake all non-guyed trees at time o. planting by placing stake CDVrSlt7� ,(/� 6. Low-water turf varieties.[51 - sizes, etc. , as symbolized and.'or described in the "Plant Material prepared hole and driving it 18" into solid ground. Plant the tree as B. Two and one-half (2 1/2) gallons of water per cubic yard, shall be legend", as indicated on the drawings. The L.A. has prepared this list E. All plantinG areas shall De scarified to a death of 12 inches close to the stake as possible without crowding the roots. Fasten the G - withheld from the mix at the plant, and all or a portion may be added only as a convenience to Contractor and aSsun.es no responsibility for its below grade with tit S,JL-g of the , +peer teeth no greater than p ISI 5 7. Mulch provided in non-ground cover areas. � � tree to the upper 'end of stake in at least '�,111� places using �ki?1�S to the mix at the job site as directed b the Inspector. The accuracy. The landscape Contractor is to ver fy all Sizes and 1.' ',,'es ,r .trter pr• r to placing ,Jrd,t,ontr and braces. J Y Y fertilizers. All rock and debris Torr tr.dr 2" ,r dianiter shall 8. Soilamendments.(S] concrete shall be mixed at least 5 minutes after such water is added nuxntitiP,. be ,e,, ved fr,,:• the site. and not less than 3 minutes of this time Shall be rmmed,a'ely prior nts Total Points Claimed: •.. *- 'r a to the discharge Of the batch. Total mixicg [im:,E• after adding 4 VERIFICATION OF DIMENSIONS AND GUANTiTIES F, 'retches - 1f Sir+ekiri' s Sten is instilled after rads and original water shall be at least 15 minutes. y y 9 Dimensions ore approximate. Before proceeding with any wJrk, Contractor tc•rttl,zir.l is co^;, [ted, ere u::•er ,crt+ar if ire ta.xIII! [Minimum Points Required: 601 C. Concrete which is not P laced within 90 minutes after the introduction shall verify al b&,pier ons and quantities and shall inui,edlately inform. shall be retilleC and fertilized to Che depth spe,t'ied fCr the --qu,r�^, to tJnf ,r.' to the Spec 14icatIons. of Cement and water, and concrete which has stood for 30 minutes L.A. and City of discr'epanCtes betwetn the draw,nas and,or 21, CERTIFICATES II. IRRIGATION(Point Value] after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 1 1. FINISH GRA DIN G1 where there IS such a discrepancy until approval fur same has been given In addition to any other certificates specified. Contractor shall furnish 1. Low gallonageit7igation system.(201 ZQ /]ll� 6. CONVEYING AND PLACING by L.A. and city.gnoi 54A*-- a certificate with each delivery of bulk material, stating the source, // When pre! imindry grading, including weeding and fertilizing, his been quantity, and type of material and that the materia) conforms to the 2. Automatic controller.[20] 20 (7 6 co,,.,.Iete and tee s. t? vas dried s„fficiertly to be reaCtly wcrkeJ, ail specftcation requirements. For bulk delovered oraganic fertilizer, the A. Before pouring, all forms shall be thoroughly cleaned and made tight. 5, INSPE CTiON , ,lawn and planting arras shall be graded to the ele.ati,prs indicated on Certificate shall also state the volumenet weight, percent of Nitrogen 3. Designed to water plants by watering needs.[101 l0 10-16 The bottom of trenches shall be wet down before pouring footings, Ated earth Shall nut be muddy at the time of pouring. Concrete Shell net A. All inspections shall be nude by L.A. and city Contractor Shall the draw,nys Grades not otherwise indicated shall be uriform levels or and percent of Phosphoric acid. For each fertilizer and Soil _ l/�� Sir,pe5 Letween points wt•trt ele.atiors are given. Mic,,r a pts of 4. Soil moisture sensors. be placed until reinforcements, rough hardware, and forms are request. inspection a' least two (2) days in ad`ancf• of the time 9 condttloner, in Containers, a Similar certificate ori Shall be [10] �� �0 fFj approved by Owner. inspection is required. finish grades Shall be made at tee direction of the clty`AT' ,mired. furnished Stating total quantities by weight and volume for each material . These certificates shall be submitted to the L.A. and city*.%44 s#mfe- S. RainsensorS.[S] B. Inspection will be required for the following parts of the work: Finish grade Shall be a sn'outh, ever „nd unifurr. plane without abrupt prlpr to the start of the maintenance period. sensors. S 6. Wind B. Before depositing new concrete against old concrete, all lattance � change of surface. Soil areas adjeceit to buildings tc allow a natural sensors.[5) shall be removed, and the surfaces roughened to expose the embeddedrun-off of water, and surface draicag., shall be directed as irdicdted on 22.PROTECTION aggregate. The surfaces shall then be covered with cement grout, (1) During finish grading and soli preparation. the drawings by remodeling surfaces to facilitate the natural ''run-off" Lortrdctor shall carefully and continuously protect all areas included in T. Sensitive t0 Slope faetots.(S) using the specified mix with 1/2 of the course aggregate omitted, of water. low spots and pockets sriall be one Inch below grade of the Contract, including1 1-1/2" thick. (T) Plants, after delivery to Site and prior to planting. adjacent pavment of an kind. Gradin shall be dune when soil IS at a pan[ materials, - etc. , until 8. Reclaimed or recycled water.(5] a y 9 final acceptance of the work by the L.A. ar . C. Conveying and placing of concrete shall be done so as to prevent (3) When vines, shrubs, and trees are spotted for planting, but Opt)rr,um moisture content for working. Total Points Claimed: 60 separation of ingredients, and in no case shall the free fall exceed planting holes are not excavated. 23. P`,61rtT1" At-� 6 feet. Tremies shall be used as required. Surfaces of concrete .. . ... [Minimum Points Required: 60) shall be kept reasonably level, with a minimum amount of concrete (4) Specimen trees at source, before delivery. 12. METHOD OF PLANTING AND WORK PROCEDURE A. Contractor shall maintain a sufficient number of men and being allowed to flow after being placed. Placing zhali be adequate equipment to perform the work herein specified. Plan performed as a continuous operation until each section is completed. (5) A. No planting shall be none until all operations in conjunction maintenance work shall consist of applying water, weeding, T H E WORK PERFORMED IN CONNECTION WITH HIGHWAY (6) Planting areas prior to planting. with the installation of the sprinkler system have been caring for plants, including groundcovers, shrubs and trees, cor letfd, final rades have been established, the planting areas edo-w. aerating, fertilizing and control P L A N TI N G S HAL L C O N FO R M T O THE P R O VI D. Concrete Shall be spaded and vibrated with mechanical vibrators to SIO N a maximum subsidence, without separation of ingredients. The moving items, prior to the start of the/� have been properly graded and prepared as specified, and the of ;,,,ts and disease: IN SEC. 2O-4 IN,HIGHWAY PLANTING" OF C A L T R A N S STANDARD of Concrete by vibration will not be permitted. (7) All landscape Construction calendar day maintenance period ("Final Inspection"). work approved by the city.anol Sfg14 B. Damage to any planted area Shall be repaired immediately. 7. GROUT Depressions caused by vehicles or foot traffic shall be filled SPECIFICATIONS. (8) At Completion of 180 calendar day maintenance period ("final B. The relative position f 11 trees and plants is Subject to withtopsoil, leveled, anp replanted. Exter:riinate gophers and approval by the itA. Grout shall be composed of one part Portland Cement and two parts of Maintenance Inspection"). directed as partCofy'tV Contract if necessary, be relocated as moles, and repair dama g �vl 171A. � �\ e e fine aggregate by volume. Materials shall be mixed dry and water (9) inspection reports shall be made for each ins ,tion by the f�gqC. The entire project shall be maintained for a period of 180 days added just sufficient to make the mixture flow under its own weight. L.A. and one copy Shall be Submitted to city��d untractor. C. All plants Shrill be removed from'JnIFL container and set s0 that, when settled, they bear the same relation to the required commencing from the time all items -% work nave been complete to B. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore to the nati:ral grade before being the satisfaction of L.A. and city a• SSG mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of the moisture, but no free water, shall appear on the sample. Do not mix Q. CERTIFICATION it and backfilled unless otherwise specified, with the prepared D. The project shall be cared for in a neat, clean condition at all more than Can be used fin 30 minutes. P t-s to the satisfaction of ritvyand L.A. No soi Prior to Job acceptance, written certifications shall be submitted to the soil. l in muddy condition shall be used for backfilling. d 8. CURING AND PROTECTION city for the following: our frayedgwill roots sshall lrbetproperlynccutroffs or stems. All broken 24 SOIL AMENDMENTS A. Quantity and Quality of Commercial Fertilizer and Organic am ymit_ FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS A. All exposed surfaces of concrete shall be protected from damage due fertilizer. D. L.A. and/or city&hall supervise the placing and planting of all SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A to temperature, elements, and construction operations. plants. MINIMUM 6' DEPTH BY MEANS OF ROTORiLLER OF EQUAL: CITY B. Quantity and Quality of all Soil Amendments called for by Plans AMT./1000 SQUARE FEET DESCRIPTION OF REVISION DATE APPROVED 6. Curing E. in the event that underground construction work ur obstructions 6 CUYDSNITROGEN STABILIZED ORGANIC AMENDMENT and Specifications. . . are encountered in the planting operation, alternate" c�,K DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR CITY OF RANCHO CUCAMONGA (1) Ail exposed surfaces of concrete shall be protected from illL.A. CEDAR SAWDUST. for plant mate n al wbe selected by Land city^cperJ YYon premature drying and freshly placed concrete shall be protected 7. MATERIALS will be done at no Pxtra cost to City.aind >k- 15 LBS. 12-12-12- COMMERCIAL FERTILIZER against wash by rain. All concrete shall be kept wet for a Plant materials indicated on drawings and herein specified shall conform THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN period of ten days after placing. In order that curing water to the following: 13, PLANTING OF TREES TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: TERRA V S T A may reach both surfaces of walls, the forms shall be loosened 6 PARTS BY VOLUME ON-SITE SOIL and water shall be poured over the tops of the walls and allowedA. Position plants in locations indicated on drawings and secure 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT to run down between the concrete and the forms. A. Nomenclature - Plant names indicated on the drawings conform the 1 I.S. 12-12-12 PER CU, YD, OF MIX FOOTHILL B L V D MEDIANS rStdndard Plant Names" established by the American Joint approval before excavating pits, making necessary adjustments as (2) All liquid Curing compounds shall be used in accordance with the Committee on Horticulture, Except for names covered therein, the Indicated. 2 185. IRON SULFATE PER CU. TD. OF MIX manufacturer's recommendations and shall not be used on Surfaces established custom of the nursery is followed. THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR B. All pits for trees shall be dug square with bottoms level , the BACKFILL PURPOSES. receiving concrete hardener. B. Condition - Plants shalt be symmetrical, typical for variety length of sides and depth equal to two times the diameter of the plyD S CAp SPECIFICATIONS �, 9. DEFECTIVE CONCRETE and species, sound, healthy, vigorous, free from plant disease, tree ball. Compacted soils at sloes and bottoms shall be FOR 810 PURPOSES, APPLY SOIL AMENDMENTS PER LAB REPORT PROVIDED Q F A. Concrete which is not in accordance with these specifications, out of insect loosened b scarifying or other ap roved method. Pits shall be BY LEWIS HOMES. �(. 0N 1 pests, or their eggs, and shall have healthy, normal root y y g V LEWIS HOMES D Systems, well-filling their containers, but not to the pint of backfilled with "prepared soil" to the required grade, and the line, level , or plumb; snowing structural cracks, rock pockets, 9 D balance of the it filled with "prepared Soil", thoroughly LAB WORK PERFOF ED BY SOIL AND PLANT LABORATORY, INC., SANTA ANA j v y voids, spalls, honeycombing, ex exposed reinforcing or other damaged being root bound. Plants shall not be pruned AT ANYTIME, and "in p OFFICE (714) 553-8333, LAB 198125 ON 3/27/87 FOR LEWIS HOMES, o rn D g g no case shall trees be topped. settled by water application. TERRA ViSTA. r surfaces shall be considered as defective. � = APPROVED 9Y. DATE� �6'_�f_ C. Dimensions - The height and spread of all plant material shall C. Set plants in center of pit, an a vertical position, ll that 25• C OUNDCOVERS AND SHRUB AREA �•A14` *Fli.� B. All fins and irregularities shall be removed from exposed concrete De measured with branches in their normal position, and shall be crown of ball will be level with finish ysadf• anter allowing for CITY E N GIN E E RC.E NO. 24953 � N. MdtPrin - new pmanting Shaml be watered prep per day for two surfaces while the concrete is still green. Where patching is as indicated on the drawings. The caliper of all trees Shall be watering and settling and sha,l bear the Same relation;h,P to 9 R E COMMEND(D (L; weeks after installation. Reduce watering to every other DE SIGN + � required, all loose and unfirm concrete shall be removed prior to measured 4'-0" above the surface of the round. Where cal, er the finish grade that it did to the soil Sul-tatP :n the f ,, 9 D day or the neat two ( ! weeks. Water thereafi r three (3) `�gVL C1�3V, Llz�. patching. Minor rock pockets and honeycombing shall be patched with of other dimensions of any plant materials are omitted fur the container. dry pack concrete. "Plant Legend", it shalt be understood that these plant times per week until final acceptance. 4(y �pr� materials shall De normal stock for type listed. D. Prepare depressed water, basin as wide as plant bills at each qlc f Landscape AlLhiteClUfEl�anning �`��-� � y c Of C�A`. DRAWN t plant. Water thoroughly, Dackfilltny any voids with additional LJ 1750 faS1 0eerle Avenue S H ET re ared planting mix. y� D. Inzpectio_n - All plant materials must have been previously D D D 9 � � ��anb mar CA 92 7W 7-OF �� inspected at the nursery by the County Horticultural Department, (7 14)254822 fax(714) 752-246 and shall be Subject to the inspection and approval of the L.A. CHECKED DRAWING NO before planting. e,� _' RCE tM0 �[ DATE FIFE NO SHEET 6(o OF 6�