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Home My WebLink About1449-L SFr MEES CONSTRUCT/ON NOTES I Q /./FLL srReEr fi AFR4AN7W /N ACGoI' ` n'/TTS'Qrr T 7�� l.IM4 W?ecer IRs/ilr m A105r,4A 01/VAGGoRpA /TH'Wr*,rAlVPK" A*W& SM AS P/e its!/TI'M Me fi'WW-1:49W AbIr RE0111REO• m STREET TKA ,,�ErS ` CKWT IoN NS A E7 "'� / WPIEWC. f ENG/E MIfY e xJ�/�'M/NEO Bf'rNE G✓ �G u � �� y`ey�f^'T ,roe-a,�S ��2 ¢. �cc �1eE ,tRE sv,�6cr 7n!N�'Eeriav Ai►�a AcG�PT^/►'�ar TME ''Gt'�,es✓oN srREer mees A,w m oe pz4/v7w PER Paa4/c o#"owoENTPrr+ns 0 Lr. �i TRACT NO 16001 I� ? V 144 s AD '-EN! 1b UGT/0/1! 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No• 1441 4 t'o1� s1r�T T>� cunl � i taseND 8'm 16001 O I ® • $�4Q r4Y117ZW1 OPI/LNEUel MrrGe' 7W '1✓�4•G• /5 6W, /3 fit• OWN) OL14U/OAMMR -47MCI&M 60W44~5ky&-7 g!I /,s6AL. P3 EA• i � f MISSION PARK .47 LA ELM AVENUE P . M . NO. 11287 � T /32 70 I rV '\ .. Qv L•E G ��i�. � (�1 4 /G bW, SHEF�'T i v / �. � . . � �lfo ai FDP S'TWT T1ZL'R E _ !�.• , ,�r r i W 1 An�1A�cNT �a 1� s ,y Ibcly 1 LA M13SIOIJ PAz,K ` 2° T l 1 Y. - —. J -• !. ` - _ - Ong 7 - ;l '�J'7 - -- 'i.. - —y - �.7i - Ai sa-t 1 j _ � I _. � � _ -- � � / , _ � AV�_ } r+ ,. •� �' of '. i �_ - -- _ ��CfJ'.1'Q� ,. � - _ Y O n:�." �.i• -, r h - Wl - --- — - _ _ V - • • C _� -�•�6� Oze3' �r, 3 �� M �t `~ `H` �, , — MVISD TMs oN NoM SIDE dF CNuPGtI SST ADUMRT - • _ �'-` f n ---4 _ a� I • • - - �� +l� ® TIL 14001 aY MADOIb k /►SSMAMe, .� • • -� • - — -—== -- # -- • i • • • • -- \ / > RODEO�iwL�/�Pl�it y,si'WVtA5 ra7W7 rACC-5,Mfg G/fYa _ 1_ _ - - . • • • • • `'' 8(6 yr SGL @ SorA//P��r fRoM�KGEC u P ' 9r © _ _L_ 9 S� HiQ © OLD t ES w NE oN6 � AW. •IeE AI I -�'►� AODEa Ttmq syf.Er r• s• , , i cffy DESCRIPTION OF REVISION DATE APPROVED N o i 1 f 1 f CITY OF RANCHO CUCAMONGA 1 PCL , 2 Q CHURCH STREET i STREET TREES LOCATION PLAN I I APPROVED BY DATE/ :� -� CITY ENGINEER R.0 E NO I �c t A N "'t 41 � vti- k ' H^ +E�-r /Z/ of Z67 - i DEVELOPER/OWNER s LANDSCAPE ARCHITECTURAL PLANS . TERRA VISTA CHURC.--H ST . M DIAN AT TRACT . 13717 . WS omes BETWEEN SPRUCE AVENUE AND ELM AVENUE SOUTHERN CALIFORNIA LANDSCAPE MAINTENANCE DISTRICT N 4- PROJECT MANAGER • TOM DELLAQUILA O 1 15 6 N. MOUNTAIN AVE./P .O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES - SHEET INDEX 1. These notes shall be used In conjunction with the plans and any discrepancies shall be brought to the attention of the Landscape Architect and City Engineer. 2. M Encroachment Permit shall be obtained from the City Engineer prior to eommetIcing my work. 3. All wort shall be perforlIII according to current City Standards ami the Standard Specifications for Public Works Construction. --wi;S 4. This work shall be installed by a licensee contractor %ft shall carry workman', compensation, public NO. DESCRIPTION i•10- DESCRIPTION J liability, and pr�+perty damage insurance as required by law. r S. Choc►• for existing utility locations, prior to excavation work. Notify 019 Alen at I-M-122-4133. A 1 TITLE SHEET S permit tt, excavate may be required. Exercise caution in excavating and working near existing utilities. _ Contractor shall be responsible for damages to utilities which are c.lused by his operations or neglect. d. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City inspector, and 2 CONSTRUCTION PLAN. • I MOPOSEO all such recommendations from this report shall supercede soils amendment recomendat,ons shown on the plans. I PNAFIEr 3 CONSTRUCTION PLAN � REGIONAL wANt:HOCtJGAfNONGAPfTYLtMl7 ). Wall footings and reinforcing shote ilot be located within the rtght•of-way, unless defatted construction aM ' ` CHAFrEr I PARK �..�..�...�.. y g top of sl structural calculations have been approved by the Cit Engineer. At the opts a two toot ride flat . �a,EGe � ; shelf shall run ,tong the bast or walls. CONSTRUCTION A N D a.•,rrw sr t _ . Upon completion of installation, an establislov.t period shall comirence, and upon written verification from TING DETAILS the inspector that establishment is accomplished, an adequate maintenance period (typically 180 days) shall • i:ammmence. Said maintenance shall conclude only .iter verification of leaf—out, fall color. n owar color.............. ....__ _..__._..... oweral l plant health. and with Council acceptance Of L1mprovemnts. Ialnttnarct fh111 Include mowing.FOOTHILL 5 IRRIGATION PLA N 197114 ST FREEWAY I weelSing. irrigation. pruning. raising tree root balls which settle below grade, fertilizing and applying such sprays as are necessary for proper care and up-keep. Maintenance also includes 41 repairs. replacement, 6 IRRIGATION P L A N cleaning and adjusting nt-I to keep the irrigation system in good working order with proper coverage, mass LOW a" required prior to final acceptance of the work by the City. : ` \ \\ �: �` 'W tO`•*•+ 9. Appl/cation of any chemicals shall be by State licensed personnel . #41 pesticide "I Ications require P.C.A. recoerendatlon, 7 IRRIGATION DETAiLS ' ECT Si iu PCINtTANA •e,, l! roonat war. a �� ' �i ��• 10. Calsenst i . •';4 \ \ e �� eqe pmrrnt shall be Installed 1 to under the direction of . Cats"" representative. phone Rumba ! 8 IRRIGATION DETAILS UPLAND �/ 458.0129 and approved by City, inspector. I Arnow RI 11. One controller chart shell be provided for each controller. Controller chart shall be the maxima size the control l er door wi l l a1 i ow and shall show the area covered by the au tioau tic controller. The chart is to be a 9 IRRIGATION SPECIFICATIONS I •:wsol roma•a swo a • reduced drawing of the actual as-bvil t system. However, in the event the controller sequence Is not legible 11 •• I I •. when the drawing is reduced, it shall be enlarged to a site that will be readable when reduced. The chart shell be a Dlackltne print. and a efferent color shall be used to show u+e area of coverage of each 1..0 1PLANTING P L A N station. When completed and approved by the Public Works inspector, the chart shall be hermetically stated between ilio pieces Of plastic, each piece being a minimum of 20 oils. thick. The chart shall be mounted y using Velcro or approved equal type Of tape. These charts must be completed and in place prior to final 1 1 PLANTING P L A N CAMP" acceptance of work by the City. r �� 12. 8• wide x N►• dee► concrete mowstrips shell be prOnlded between all shrub/11"Ou a corer arras and turf areas. �," i" a V mewstrips shall also be provided beneeth metal fencing � where City maintained areas an Njacent 1 2 S P E C IFI C A T I O N S to privately maintained areas. ONTARIO INTERNATIONAL 13. Sidewalk layout is conceptual only. , Approval of the final sidewalk layout shalt be made in the field and • AIR►ORT adjusted as necessary to meet field conditions as pproved b/ the Public Worts Inspector and project Planner prior to final construction. ' 14. Epestrian fences shall be located per the fallowing E411 MAINTENANCE RESPONSIBILITY MAP \ • Fence shall end 10' back from the B.C.R. Or per reeomletrdatiOns Of Traffic Section. • Fence shall end 2' to either side of any fire hydrant or uti l t•:y "closures. CONSULTANTS • Fence shall end 1' te either side of any street ,ie!t or utility pole. • Fefce an street side shall end S' to either S'de of driveways with tranverse medium broom H nfsh on concrete surfaces rithiti trail. Additional fence setbacks from intersections me:• he required by the Traffic Section. ,SEE .LANDS-CAPE.PLANS CONSTRUCTION NOTES FOR STREET TREES: I CHURCH STREET SEE LANDSCAPE -ALLSTREETTREESARETOBEPLANTEDINACCOROENCEWRHCITY MEDIAN 13270 PLANS CHURCH STANDARD PLAN NO.SIM LAND �, Lam. MADDiEkALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CiTY ASSO CiATES. INC. Landscapekch ST. P.M. .� STANDARD PLAN NOS.502 AND 505,AS PROXIMITY TO HARDSCAPE itech nA/Planning OF SAN BEFINARDINO COUNTY 13 41 DICTATES. 1750 East Deere Avenue d d Pagano CONSULTING CtVIL ENGINEERiNG -PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRdIV M Sots AND LAND PLANNING U t ';•T, " �"`r � i r"' �, REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.ANY�INUSUAL Santa Ana CA 92705 5'45 N.Mountain Ave.,Suite IDS f a! !.. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE SACKftL SOIL f IRRIGATION CONSULTANT UPLAND CALIFORNIA 917M sI �'` •�Q �^ E 4 • f� AMENDMENTS,AS DETERMINED BY THE CiTY INSPECTOR. I 714) 250-4822 fax(714) 752-2469 1016 W.FOURTH STREET • SANTA ANA CA 92701 PHONE'(714) 94a-t949 •• 1:'� aM!t� t o E Si S 1 is! / p Qj i ?+ •C.•. E�_c ��.._,_. .-,es (714)835-2353 W' •s 1 -. r .fes ; •s �•+a t l U16 .2 �' 1 -ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY .< � 40�/I.5 ' * s� ,�� "- .3, ; _ .`17 •tet IU THE ENGINEERING DIVISION. r I _ ' a . "� ��`'/WC1 _� ; '�T r �;.T _M r •_ 1 It� -STREET TREES ARE TO PLANTED PER PUBLIC IMPROVE`IIAENT PLANS i •• �`�•' =1a'jIRFT.Tm ` �. ONLY. j f6i9��'4�, �j t' : � �. - . ,ISI C THIS PLAN tS CONNECTED TO AN EXISTRVG LANDSCAPE AND IRRTION A PR1C�A TO NEV`'C1 r�' ♦ ► CITI�11'RUCn�V A.IOTNT MSPECTiON • t' AND DOCUMENTATION OF THE EXISTING AREAS CONDITION SHALL OCCUR WITH BOTH NEW CONTRACTOR AND CITY INSPECTOR. AT ' *;: t,,: . .�s?,±.Z' ,♦.;;, .UN'�3: !•-1.. ;tl ♦ E ZTHIS POINT, THE NEW CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF BOTH NEW AND EXISTING :% . ,,t �,,. :t�,�. _ •. .�, r.:.`` ' � ;F� = =Q �7 Ate:;:ate' �,� ♦ _�� , AREAS WITH A FOLLOW UP INSPECTION OF BOTH AREAS PRIOR TO CITY'S ACCEPTANCE OF THE AREAS. ` �� . ♦ .4 ; 1 C 1t `_ V 17 G Off, ,.: y'•. r� i7, war ••�Cz3`y ♦ ^3'�`� l 1 O [ _ • �tf V I Y L'A► MiSSiON.-a. #il [x .� ,, �. ♦ ^�_ VV '•��+ _ CO r .^�, -s., n. �`f .,ms r �. I+'�'�s•-�f v.ta,f „f,! `•� —f•'��l! - t pf . - � a"a" �_. I - LANDSCAPE QUANTITIES n ;,' (rEr:9rfa^c, Ty �"M.`C �•: Z H"DEN SITY; ,2' �r ��,. HOUSING 175 UNITS F\Q> CITY-• s r I't .� "�•:r CSS`u>� O , III r 1 5.83 ACRES `� ,a � '; �"" DESCRIPTION OF REVISION GATE ApROVED 30.0 D.U./AC. r�rs; ;' W e.�a J�rr.( rh'fr•r � ��.• -�^I'r'l•�•� '.:�i e[. � �� tem/ r 0. w;.1: •� r�' _i1� f� 671 1 :' . r ,:1 CITY OF RANCHO CU"MONGA E L`t na-,..� 'i••Qn(:.', � ..�Cr i.�:'Gt' r..-.-.f ___-� © �"tri T.V I 1 O O \ �. ` i`� e-r-rr-rr-�r.'%' 'e •r.�' � c`44 ��. Q0.. . >:. ._ '_sm 1 1 MEftAL. O TOTAL ACRES IN R.O.W. �yr.'.� r{• azo "caES y. W TERRA VISTA •1, 1 w�"'�,�.1Ly^' 'iit,'J'A�Ii^r!/++'.Fi,�77..��jr�� n '''�_ 31.0 A • eG'f_h'GC.:I:(.T �I � iY.(�!:•t.T.:rY-(Y� Or I '�' Orr N , --Y C,;•�isffC -still •�- �iG. �+.�•! ` 1 TOTAL SCI. FT. MAINTAINED AREAS 113609 .f{C ► •��r:� ter' f' r 1 1 �Il " CHURCH BOULEVARD i FOOTHILL TOTAL TREES IN R.O.W. E-•CERSTRfOEMiA Ut01C�' '1NATERMEL�N RED•_: `./ STREET MEDIANS AT TRACT 13717 61 — 16 DAL, COVER TOTAL SHRUBS IN R.O.W.' 1165 LEWIS HOMES_ -d GAL.: :61;6% P`0J64IA (ANDS APPROVED BY DATE: 9— PROJECT LOCATION 1 GAL. s�3 �o �� ► sq� F ��,� CITY ENGINEER RC.E N0. 24953 I - DESIGN lit) C(J1 umN, LTD RECOMMENDED TOTAL MULCH IN R.O.W. - TbID4 go-FT, 7 co UC. NO. 1283 �1 ISH I 2`760 SQ.EIL Z8°' " 8 la J'13 Mrl � DRAWN VW EJ&Deem Awrw SHEET TOTAL STAMPED CONCRETE IN R.O.W. h4A Santana, CA 927(15 1 12 N.T.S. _ �y-la>tI 04)2&x422 Fax(714)752-2469 OF "d$ES — 11596 SO EM •gyp- :NECKED DRAINING NO RCE NO OF CA TD DATE FILE NO PROJECT SHEET NO. I•SOF26- F ION STRUCTLEGEND ASPHALTIC CONCRETE COLD JOINT C� CENTER LINE CLEARANCE CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMETER D. F. DOUGLAS FIR 1 EA. EACH E. J. EXPANSION JOINT EQ. EQUAL EXIST. EXISTING FTG. FOOTING GALV. GALVANIZED H. B. HEADER BOARD 1 M. B. MACHINE BOLT MAX. MAXIMUM MIN.. MINIMUM NAT. NATURAL N. I .C. NOT IN CONTRACT / I N.T. S. NOT TO SCALE O. C. ON CENTER P.A. PLANTING AREA PROPERTY LINE D. RADIUS ' R. S. RESAWN R. RISER 40 R.O. S. ROUGH SAWN • ca 00 RWD. REDWOOD co SHT. SHEET Z*` S. L. SCORE LINE S . SQUARE S4S SURFACED FOUR SIDES i 100 STD. STANDARD � ir Iii T. F. TOP OF FOOTING Oi '�v TRACT -13717 T.w. TOP OF WALL T. TREAD TYP. TYPICAL jL W. I . WROUGHT IRON O • W.W.M. WOVEN WIRE MESH d PENNY (NAIL SIZE) V S =a � JCH ofto 9x R CL co ! _� ! vim CIO) -tsvLu . Jf` W E 1 EE STAMPED T CONCRETE PAVIN • STARTING EDGE W VERIFY 5' MIN. a - _ we PLANTING EDGE �' _ W IN THE FIELD.. UJ STARTING EDGE Z TYPICAL VERIFY 5' MIN. PLANTING EDGE SECTION IN THE FIELD. _ I — — OFFICE PARK _ _ SCALE 1":20' 0 OF REVISION DATE APP� DESCRIPTION CITY OF RANCHO CUCAMONGA L-„ u sIoN F� TERRA VISTA „ • •`, ' ,� / I I ; >` •' e• R�FS!'r „ ' CHURCH STREET MEDIANS ' • r NSIT ;Mwi , z t NouslNa O ,W , AT TR. 13 717 �T5 UNITS 7 s..3 ACRES SO ' CON- STRUCTION PLAN . - - 4 - 30.0 D.U./AC. 1� _„,� -� • •�--- N1A WIS HOMES — � f:� A• .:r•rrrc,•�rn 1'.. ,,r.r:K..� �� A� ��' i �,\EUh [wry0 o �1' �' .rr ” ( �a M scq APPROVED 8Y: DATE: .� u•^ ii� CITY ENGINEER I A RC.E. N0: 24 953 Ira- DESIGN RECOMMENDED `3 I.K. LANDICtICHK LTDFOOTHILL ' �01-V� c 92 � (,a1�Sp�AIC�(�1'�l�Rlijllg W. DRAWN iv TIJIJE Dt'�lL°AVEl1IA' SHEET C-, I �� 0lana, CA 92M5of KEY MAP &f j Rr _ (714)2W 4M Fax(7 4)7F-240 E' �F calk CHECKED DRAWING N0. - • . ,. R.C.E.NO ��-LL DATE FILE NO • PROJECT SHEET NO.160F26 s • • 1 N LA MISSION PARK Ls s 0 • K4. _44Mfg X10 ` w VERIFY 5' MIN. PLANTING EDGE IN THE FIELD. E TYPICAL SECTION } STAMPED q _ PA, IB''lLfl! CONCRETE PAVING bg� — r — _ O IZY-rp10.4 _ OFFlCE PARK ��"�'`�'' _ _ v CONSTRucT ION LEGEND SCALE 1";20' A/C ASPHALTIC CONCRETE C. J . COLD JOINT • CENTER LINE CLEARANCE _ CONC. CONCRETE _ _ CONT. CONTINUOUS DIA. DIAMETER _ LA MISSION PARK EA. EACHLAS FIR E.J. EXPANSION JOINT EQ. EQUAL EXIST. EXISTING • FTG. FOOTING GALV . GALVANIZED H. B. HEADER BOARD ' M. B. MACHINE BOLT Ln MAX. MAXIMUM jill S I A STAMPED MIN. MINIMUM 0 CONCRETE PAV1Nr, NAT. NATURAL S � � � __ STRE ET zk N.T. S . NOT TO SCALEACT e Y O. C . ON CENTER P. A. PLANTING AREA I2 1'-� Z O PROPERTY LINE rA. _ W = hD. RADIUS IL"'I`fl! 41T > R . S . Q R . S . R E S A W N LL R RISER Ffr VERIFY 5MIN. — 0 R.O. S. ROUGH SAWN � PLANTING EDGE RWD. REDWOOD an IN THE FIELD. SHT. SHEET MINTYPICAL E S. L. SCORE LINE SECTION SQ. SQUARE S4S SURFACED FOUR SIDES _ — STD. STANDARD _ _ _ T. F. TOP OF FOOTING _ _ T.W. TOP OF WALL _ _ _ T. TREAD TYP. TYPICAL _ W. I . WROUGHT . IRON _ W.W.M. WOVEN WIRE MESH d ' PENNY (NAIL SIZE ) OFFICE PARKAft, RT�14 - 06 • ,_, %� SCALE ":20 � �- '-r`� • ,� ,r,�•-�,�.r` rB .'.�►' \�• 1 ;i Z TZ CITYDESCRIPTION OF REVISION DATE APPROVED EOIZ ,17 AGr. CITY OF RANCHO CUCAMONGA jr 5'nr �CA MISSION •• �� 'tic'i,�• ?_�'��1! ��_�':4 _/ •; I ,d��" p` ��1=.��F•�tgEE�r p„ � � ^� M ,,,,��,�; f : H` - -s ; } •_ TERRA VISTA -+'(: ti `cS a�� = rC ..�r,T �,. -y, [ E N IT 1�;; ,Z w; HOUSING �-- -- ' CHURCH ST. MEDIAN AT TR. 13 717 1,75 UNITS O7 P� d 5.83 ACRES F .. 30.0 D.U./AC. ^ K. CONSTRUCTIONPLAN j, l ,,.:,.r :n rrrrrrrr. ci mr*^t+ a aaG/ ' M E[�1 C A' x r r h r `° �.r � r^ rr .` .. , r ' ri - LEWIS HOMES sficrr� 'rr 31, \EOIiNIA (qNo APPROVED BY: C sff �' M• q� - DATE c .' BOULEVARD ; �`�° 0�`'R� A�F> CITY ENGINEER,--` RCE. N0. _24953 FOOTHILL �p DESIGN RECOMMENDED CD LIC. NO 1283 -, LAJ C-1 - 1J SOUTHWEST; roSOUTH�AST � a q'�cE�3 DRAWN Iw_ SHEET KEY MAP QUADRANT :QUADRANT ' ` MI East ' _ D 5 �Jsa> Ana, CA 92M5 _A_OF 12 r 191E pa pL1�0�\\P CHECKED (714)25 -4822 Fax(79)72 240 R.C E. pRAWIyG NO -- ---- --- — — --- — . DATE FILE NO Iq Al _ PROJECT SHEET NO./7OF 26- ONE HALF OF SPACING UNIT OF PLANTER AREA REQUIREMENT TIGHTLY COMPACTED 3' BERM TO FORM C-1v _ DEPRESSED WATERING BASIN. U c - ip *TOTit TIE TO SE PLACED AS LOW v COARSE GRIND SHREDDED AS POSSIBLE ON THETRUNrc TOP OF STM•ES Nn DW HERO �. MULCH. ALLOW FOR WIND FLEx9 OF `TREE_ OF TREE WHERE SPECIES GROWTH BUT NOT SO LOW AS TO LOSE SUPPORT 4"T PERMITS. OR ALLOW THE HEAD TQ DROP. 10y, MAIN TRUNK • (27 OF �'ATTASPACED 24* CH w1TH GALVANIZED SCReWh TO i NOTE: - 12' MAXIMUM LODGE POLES GUYING -OF MULTI-BRA BEES IS LEFT + TO THE CONTRACTORS' PET ION DEPENDING ,! 11=11111—III--III;,I� f ON BRANCH STRUCTU .D MIND EXPOSURE. G�tJS'1`R�IGTIaIJ P�,.�� rIII-IIIA III_ El I 1-1 I=III-1 SLOPE cONamoNs Roor eAll =1I1- I PREVAISING (ORIGINAL GRADE) r K-RM Tw,mx COI14CY D � �" DIA, GREEN GARDEN, HOSE —III- IN PAGE TO FORM WATERING I 1/2" DIA. WHITE TE POLY TUBING w�. • QUA .` 1 -- I III PLANT PIT PLWT PIOCATED OUTSIDE OF . C , I I_ TO BE (;2)• tWS THE -I I I-III-III-III=1 11=1 I�I I III I I l -� �vmrZED TURNBUCKLE ti _ WIDTH OF THE ROOT 811 . / 11=III=11111=111=III—III=11 —11 4• — I 111= — — 10 GA. GALVINIZEO GUY 11=1 _ : HATM ., ,LL ,n, ��I�--�I = i I LTi _ _ NO ROCKS GREATER i WIRE 3 REQUIRED ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL I—�I =��II-111=III—I I I�I — F�RT1CIzERt TABS PER MIN,UF. I� FINISH GRADE SPACING (TRIANGUL/�R) UNLESS OTH E INDICATED ON RECOMMENDATIONS. nMN r DIAMETER I I ROOT BALL I I- �, PLANS: SEE LEGEND FOR SPACING,RFOUIRE4EINTS. �VIIII i 11 I II i III��IT`'I�11�II�III i III�11 i l 117i ✓x _ • ? PLANT PIT WID ) x 4 x 18" kEDWOOD DEADMAN 2. WHERE PLANTED ADJACENT TO AL��.S WALK$, CURBS OR NATIVE BACKFILL WITH NO . � �—• SIMILAR LIMITATIONS, ALL SHP,Uft{AND GROUND COVER ROCKS GREATER THAN r TME ROOT - _ - I I _ CH GUY WIRE SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING DIAMETER. FERITUZER TABS PER =1III--III: IIIA 1I III I=1I1=1I1=1 I FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. WWUF. RECOMMENDATIONS. _ - - _ —III-1 ISI =1 I I--1 I I-1 I _ - _ is . t uNDrsruROED NATIVE sotL —III—I I�i I I=1 I f=III=1 If-I I f=1 I 1=1 I EE STAKING / 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES cA' ;'!; ;III' _ ''I / • REFER T OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 1. UNTANGLE DRATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NATIVE sols. 111 II II I III- I I I I-1 11=1 I I-i1 I II I�I it i DETAIL FC. N T I NG LEGEND ARE ESTIMATES ONLY. OF ROOT BALL DO NOT CRACK ROOT BALL NOTES:* I C—III=I I I_I I I—III--1 I — t _ PIT SPECIFIC, ''NS 2. PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT 1. REMOVE NURSERY STAKES GROUND � �� CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. 2. STAKES TO BE PLUMB AND PARALLEL SH Q ' t Q 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. a r,= SHRUB EJ 4. PUCE FERTILIZER TABS PER OBSERVATION RECOMMENDATIONS p1 PLANT CONTAINER . ' PRIOR TO PLANTING. FOR OBSERVATION PURPOSES. !CAL - SECTjON - __ _ SPACING CITY STD. PLANTING DETAIL CITY STD. 506 _ CITY _TREE -STAK1N �1 CITY STD. 505 _ TREE GUYING 4 4' OF COMPACTED COARSE GRIND Pt_ANT T ._��T ��++ "�� 1.) WHERE STAMPED CONCRETE TRANVERSES MEDIAN, W000 FIBER MULCH. ' THE SLOPE OF THE CONCRETE SHALL PARALLEL HARDSCAPING/ CONCRETE — PLANVIEW THAT OF THE FINISH GRADE AS INICATED IN DETAIL E. HEADER FINISH GRADE SOIL AMENDMENTS L%'•Uf'L'Yrlfl tl/+r![!�!'�. II!PL!_I9_fOfl COt1iR.IN�:: C`. .;t±. �'_ �'i!9 ., 2.)STAMPED CONCRETE WITHIN THE MEDIAN NOSE 1 C.AL LON CONTAINER nECErvEs................................... 2 TAeLETy. CURB T SHALL SLOPE AT 1%MIN.TOWARD PAVEMENT. FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS � ;� SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: T pica 1?• =• •' '• ' O_ � GALLON CONTAIrIER RECEIVES................................... � d TAblkis .,. _• •. ,•;CMC'•`: :: AMT./1000 SQUARE FEET S OAILON CONTAINER ttECEIVES..... 0 • TABLETS �+ 7 CA11011 CONTAINER RECEIVES.................................. O t0 TL.CLrT9 � � Z 6 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT ' %* — 4r _ _ M18AOUTED JOINTS _ =1=III=III=III=Ill III—III--III= DERIVEDDAR FROMTREDWOOD SAWDUST, FIR SAWDUST, OR 10 CALLON CONTAITIEII RECEIVES.... .. ... _.. .................. ... 10./2 T L_T� — II STAKED 'BOMACRCR* PATTERN. STACKED WNW UANITF — — I I=III— III—III=111=III=111 II I=111=111=1 15 OAILON• CONTAIt1En nrcElvEs....... . .. ...................... 12-Is TAS 1 •s ' —III—�—III—III 15 LBS. 12-12-12- COMMERCIAL FERTILIZER GOaC SETTS CCL-OK AC U144 • IY .L.N.SCOFMI.D CO. 20- .'4' BOX FIECEIVES...............................................14.10 TABLETS t1o. CUR! 11 3yt fN� SHOVEL CUT EDGE COMPACTED THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN (�►•t, Get�o}t NATIVE SOIL TREES AND SHRIrRS SHOULD BE PREPARED AS FOLLOWS: 3O- Box 'p t1ECETvEs .......................... 1e-Is IAOLEIS PATDERT 6 PARTS BY VOLUME ON-SITE SOIL ••=.-=�:• )8- sox nEcElvrs ..........................It3.20 TA!11ET5 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT "- .-•-,.. _ _ 1 LB. 12-12-12 PER CU. YD. OF MIX nl _ 2 LBS. IRON SULFATE PER CU. YD. OF MIX 42- BOX RE-fErvEI ..............................................20-22 TAIII_E1s r 1 7 • `'f h� '1 c ;� 49- NOTES: BOX RECEIVES . ..................... J IRTHE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR •••�••••••--•-•••.-•-..22-24 TAtIICTs �J1 _. t �� I OF THE MULCH. BACKFILL PURPOSES. o w �l .`. T• ` I. SUBMIT A°SAMPLE TO PECTOR FOR APPROVALS CONTRACTOR SHALL FOR BID PURPOSES, APPLY SOIL AMENDMENTS PER LAB REPORT PROVIDED 60- "OX ItECEt�'E4 . ................... ► , ,nQ. �IlTlrf`,', 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND BY LEWIS HOMES. LARGER STIES -•- Fon EACI1 1:2- CAIIPEr► USE•. ................ ... ? 4 TAE1lEtS • INTO EDGES AT GROUND COVER AREAS. LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC., SANTA ANA u -Iysl FRE-Sf,TURA'ED COFIJ�TED St1E-DILE SJI11O OR 1 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. OFFICE (714) 558-8333 LAB M98125 ON 3/27/87 FOR LEWIS HOMES, j.�1 SEISE 1V,TERiAL o ?olb AS�L3c4 113Y4. PLACE NO MULCH WITHIN A V RADIUS OF THE CROWN OF A WOODY PLANTER. t: .,, TERRA VISTA. � ` x R _ MULCH INSTALLATION CITY STD. 5,2 - . STAMPED-CONNNNNCRETE • I I I I ! i I • CESCRIP'r40% ;F R► . !S:C N DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA CHURCH STREET MEDIAN 13717 CONSTRUCTION do PLANTING DETAILS WIS HOMES M. S,4 E �14F1 V, APPROVED BY DATE _ y 0�- a CITY E N G I N E E (f/ RCE NO14 5 i a °= LIC. N0. 1283 rte, .E�,G% Rf 'MM ti Land Concern. Ltd. - -- — - �.a % 1750 EAST DEERE AVENUE SHEET SANTA ANA CA 92705 fl'�Tf pf�1�� Tjr,.3 - PHONE (714)250- 4822 - f •E LIWAWING NO / -.- - :ATE ` LE NC' - ___LqA I PROJECT SHEET NO./S OF 2..6 PRESSURE CALCULATIONS WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET WE r, LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY THIS PROJECT REQUIRES ONE (1) CALSENSE MOISTURE tERE�TERE SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, E.G., A J II.a.L. t4t1 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT CALSENSE MODEL 2000-24 STA REQUIRES 6 MOISTURE SPRINKLER LEGEND PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL �AnON -M9— SENSORS. PLACEMENT OF MOISTURE SENSORS SHALL BE THE FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A X433 . >,_� P.S.L. QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON RESPONSIBILITY OF THE MANUFACTURER. FOR SYMBOL _MANUFACTURER MODEL NO. DESCRIPTIOFi NOZZLE RADIUS G.P.M. P.S.I.• PATTERN EACH SIDE ,OF THE OBSTRUCTION SO AS TO PROVIDE INSTALLATION AND PURCHASE INFORMATION CONTACT: CON VALVE �— EIlt PROPER COVERAGE. . ALL ADJUSTMENTS SHALL BE MADE t - - , RICH HURRAY >Loj RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12H 12* FT. 1.3 30 HALF CIRCLE � DEMAND AT NO �4DDITIONAL COST TO THE OWNER. (TYPICAL) . CALSENSE 1812-SAM-PRS 127 12* 0.9 THIRD 2075 CORTE DEL Ni SUITE J f1b 1812-SAM-PRS CARLSBAD, CALIFORNIA 92009 - 8 1812-SAM-ORS 12Q-LA 12* 0.8 HALF ELEVATION _4E33 10* QTR. PRESSURE•R.c.V.fst>t►tIC)� ►s.I. (619) 438-0525. 1812-SAM-PRS -BH-FLT 8* 0.8 HALF . >� )TEM 1GIEj 1812-SAM 4 9 ` SQ- FLT 8* 0.4 QTR. WATER METER NOTE: CONTRACTOR TO COORDINATE CONTROLLER 1 .r N.P.EACKPLOW DEVICE �,.7 PROGRAMMING WITH A CAL SENSE REPRESENTATIVE '� * SEE CHART FOR "PCS" PRESSURE COMPENSATING SCREEN SELECTION. •� SATE VALVE �_ AND A STAFF MEMBER OF THE CITY MAINTENANCE REFER TO "PCS" SELECTION CHART ON SHEET..f -� MASTER VALVE/FUN SeNSM _— DEPARTMENT. • PNESS.REG.(FALL-OFry - I MAIN LINE LOSS ••>Z / • .1 i•- "WO TE CONTROL VALVE LATERAL LME • - r PRTLYG LOSS IWS) KEVAT*N CHANGE(OMNI TOTAL SYSTEM LOSSES 3.e • PIESStl1E REOVIRED AT HEAD: caCD co TOTAL PRESSURE REQUIRED: Z,.. STATIC PRESSURE AVAILABLE: 2.0 • IED.PRESSURE AVAILABLE fPRE•SET1; 0 NESIDUAL WATER PRESSURE: YE;y 2 tuQ CC 0 CITY ES RESIDUAL WATER TRACT -13717 ` O ! �� PRESSURE REOVESTEO: ft-20 P.S I. � 3 w • Now tLl O !cl) waft Q Sol _ . a g 0 mill HUJ � - CL — H • a ! Jill co CSO A 11 54 m F 3O.G A QW -� � , y W �' 1�• W � STREET /.c _ . - +' U) 14" fh ,. _ _ - -- - - -- - -_-- - -- - - — - - - - --- 5---- • '7 W — Z - OFFICE PARK SCALE 1*:20' , IRRIGATION EQUIPMENT LEGEND o - :r' �:d•� . ..2t1� Vii• .... SYMBOL MANUFACTURER MODEL NO. DESCRIPTION _ DESCRIPTION OF REVISIONDATECITY RAINBIRD "EFB-CP" SERIES ELECTRIC CONTROL VALVE SIZE NOTED SEE CITY STANDARD PLAN + 522 �` C� �0 AMITY (DETAIL NO. 5, SHEET 7) _ - RAINBIRD 33D-NP QUICK COUPLING VALVE . SEE CITY STANDARD PLAN #1530 (150' O.C. MAX) - 3/4" •= �.+'''�; .s= E _ ;t7 AG T t � TI T ` _ ,� 14 ' �' °�aWu � CITY OF RANCHO CUCAMONGA (DETAIL N0. 9, SHEET 81 ,-, f�'� / ��I• ��., ,�_.* j CK ' H NIBCO T-113 SERIES GATE VALVE ' 1 E�� ; � I I � CITY STANDARD PLAN Ars (DETAIL NO 8, SHEET 7) ~'' �• '� -v. • • I Ly► MISSION — !r,a�fi�:_r # TERRA VISTA ��• —� BURIED PRESSURE MAIN LINE - PVC CLASS 315 FOR SIZES 2" AND LARGER AND SCHEDULE 40 FOR SIZES 1'h" AND SMALLER - SIZE ,.;� TR r ," � � CHURCH STREET MEDIAN NOTED � - •--• - - - . .� - S ' •r� aEXh% ' , c - N S tT 1 ' W ' IRRIGATION CGNSULTANT A T T R "i MOUSING 105 W. FOURTH 3T. . 13717 BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED , t - ',�� _ - X75 UNITS 0 !�� X � :� SANTA All •CALIFORNIA••:�o>t *6 0 ACRES �•A - IRRIGATION PLAN 1 6. t• ,.i (7141 535-2353 , PIPE SLEEVE FOR MAINLINE IRRIGATION PIPING INSTALLED UNDER HARDSCAPE/ROADWAY - PVC SCHEDULE 40 - SIZE NOTED � - r�' - 30.0 D.U./AC. — — — — IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER HARDSCAPE/ROADWAY - PVC SCHEDULE 40 - SIZE NOTED n*'r�+�*Irn.e': .rr_+�tr.•�• �� '� .• �E: }�� WIS HOMES • �'."•$- • olvP M Sq 5c'� APPROVED BY: GATE: PIPE SLEEVE FOR NON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER ROADWAY/HARDSCAPE - PVC SCHEDULE 40 - SIZE NOTED - a�€• +� . r. �"+ Q`� c�,� �'1. CITY ENGINEERN0.24"3 �0 C:4 �" �., RC.E INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES BOULEVARD I s DESIGN �.T ,;_D LID RECOMMCNOEO INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER FOOTHILL W L� 1?>'3 PS I, j.t1[V L INDICATES ELECTRIC CONTROL VALVE SIZE I °C 8- Ib- 3 � At DRAWN rMEW&TMAVL W SHEET KEY MAP -r. - _ 'I �'C f 5 12 _ 0,,&(qALwc4927057F r714� • �'�/E• OF CAtli-O� CHECKED DRAWI`IG NO. !V V ��• R.C.E.No DATE ,FILE NO PROJECT SHEET NO. /4 OF ,24!r SPRINKLER LEGEND - t rMIOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN THIS PROJECT REQUIRES ONE (1) CALSENSE MOISTURE SENSOR FOR EVERY FOUR (4) RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12H 12* FT. 1.3 30 HALF CIRCLE IRRIGATION VALVES, E.G. , A CALSENSE MODEL Z 1812-SAM-PRS * 2000-24 STA REQUIRES 6 MOISTURE SENSORS. - 9 THIRD 1812-SAM-PRS IOH LA 10* 0.8 HALF PLACEMENT OF MOISTURE SENSOR SHALL BE THE y 1812-SAM-PRS: 12Q 12* 0.65 RESPONSIBILITY OF THE MANUFACTURER. FOR - * QTR. INSTALLATION AND PURCHASE INFORMATION 1812-SAM-PRS 8H-FLT 8 0.8 HALF 1812-SAM-PRS 8Q-FLT 8* 0.4 QTR. CONTACT: I RICH MURRAY - • P * SEE CHART FOR PCS ' PRESSURE COMPENSATING SCREEN SELECTION. CALSENSE LA MISSION 2075 CORTE DEL NOGAL, SUITE J CARLSBAD, CALIFORNIA 92009 Z` (619) 438-0525 i OEM _ _ /A8\377 — a� g� o ZSTREET _ yi MAk some —II 4 • ', 2" � 2• OF PARK _ WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON SCALE V:20' EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE WATER PRESSURE INFORMATION OBTAINED - NO ADDITIONAL COST TO THE OWNER. (TYPICAL) FROM JOHN KNAPP AT THE CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ON 12-12-1991 S NOTE: CONTRACTOR TO COORDINATE CONTROLLERING _ REPRESENTATIVE AND A LA WSSION PARK STAFFAMEMBERWOFHTHECCITY NMAINTENANCE DEPARTMENT. co ' • POINT OF CONNECTION - CONNECT PRESSURE MAIN LINE _ PIPING TO EXISTING 2-1/2" GATE VALVE LOCATED IN MEDIAN _ _ ISLAND PLANTING APPROXIMATELY 240 FEET EAST OF MATCHLINE. REFER TO TERRA VISTA TRACT NO. 13270 SHEET 4 OF 9 FOR FURTHER INFORMATION. EXTEND AND CONNECT N ab3� _ = COMMON AND CONTROL WIRES TO LOCATION OF EXISTING RC _ _: • �4 _� .AUTOMATIC CONTROLLER "A" AS SHOWN ON SHEET 4 OF TERRA VISTA TRACT NO. 13270. DWG NO. 1308. STREET � W, _ • �• 4 M ' - _ EXISTING WATER PRESSURE: ti 2AX �, 74.0 PSI .54P z PEAK IRRIGATION DEMAND:SYSTEM DESIGN PRESSURE: 42.0 GPM = NOTE: W — PROVIDE RAINMASTER PC-24 PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE CONDUIT FOR MODEM AS A PART OF EXISTING AUTOMATIC _ CONTROLLER "A" AS SHOWN ON SHEET 4 OF TERRA _ VISTA TRACT NO. 13270, DRAWING NUMBER 1308. INSTALL PER DETAILS. _ _ �. PARK _ IRRIGATION EQUIPMENT LEGEND _ .. t SYMBOL MANUFACTURER MODEL NO. DESCRIPTION RAINBIRD "EFB-CP" SERIES ELECTRIC CONTROL VALVE - SIZE NOTED - SEE CITY STANDARD PLAN #522 (DETAIL N0. 5, SHEET 7) RT 3 RAINBIRD 33D-NP QUICK COUPLING VALVE. SEE CITY STANDARD PLAN #530 (150' \♦ z ` CITYrPCS SELECTION CHARTSCALE 1 '20' DESCRIPTION OF REVISION DATEQC. MAX) - 3/4 (DETAIL NO. 9 SHEET g) APPROV ED?Q ►1 NIBCOT-113 SERIES GATE VALVE . LINE 512E• DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 / "` ( aar—`'� _� -� �w. r''h4tll>I ;: � ♦ y cN CITY STANDARD PLAN + 518 (DETAIL NO. 8, SHEET 71 GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 {/� Y OF RANCHO ,. CUCAMONGA ^ r _' �• _3 ¢ '•CA MISSION �� l� t �� BURIED PRESSURE MAIN LINE - PVC CLASS 315 FOR SIZES 2" AND LARGER AND SCHEDULE 40 FOR SIZES COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW =s•,. ° ' � 1 w�- =�` . � TERRA �.�. ��9 • „ _ ,.; . � . • � t ,� : VISTA 1 '/�" AND SMALLER SIZE NOTED FLAT SPRAY 8H-FLT - 31 (160u) 4'-6' 7' +8' - - � ��`Trrr�.- Cp', = - Ss ;'a>u.r I � _ ' .,('€t : ` .- r,T�i f..nFn?"��•�,.,.- -.�, - NSIT1�: - ',z d d. (�� ano CHURCH ST. MEDIAN A BURIED NON PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED SQ-FLT 4 -5 4 -5 +8 - - - - f ,, a I� HOUSING �-- w1 ? _-- a T TR. 13 717 rf f t` _ '` 1.75 UNITS 7 10Gp x I- " 5.>l3 ACRES `�`� IRRIGATION CONSULTANT LOW ANGLEF 1OH-LA - - 5' 7 ' +10' ' '�' PIPE SLEEVE FOR MAINLINE IRRIGATION PIPING INSTALLED UNDER HARDSCAPE/ROAOWAY - PVC a '�� '- "''` 30.0 D.U./AC. � � � - SPRAY 15 m,r - • - .'I ` - '' ' C7:r - ; 106 WEST FOURTH STREET � _ , r y x �� SANTA ANA CALIFORNIA 92701 -IRRIGATION ' R' ATIt� PLAN SCHEDULE 40 - SIZE NOTED TRAJECTORY � � � D �A `� (711) 536-2363 G O — — — — IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER HARDSCAPE/ROADWAY - PVC SCHEDULE 40 - .� EWIS HOMES SIZE NOTED STD. ANG�E 12H - - 8' 8' 10' + - �w 12 f t (•l 'X h'x,r '�C�txK^�`,CF^r r �' 1 SPRAY 30 12T - - $' 10' - _ .• rc7�r�7c4c '.s.�rrr�rrr� o., t 31 �FptiN{A AN +12 - - AUR °" cP� M �Sc9.� APPROVED BY' DATE: `r r , f� - rf.•_xrtt(i: I. Gnu ,.f• -i C' 'qtr AL PIPE SLEEVE FOR NON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER ROADWAY/HAROSCAPE - PVC TRAJECTORY ��5� ��er�* c�� 1 ��o �R� q�yj CITY ENGINEER U RCE. NO. 24953 SCHEDULE 40 - SIZE NOTED BOULEVARD s i FOOTHILL y p� - �'r' �C� DESIGN WHERE SPRINKLER RADIUS OF THROW REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON z �;T T,� RECOMMENDED rm INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE LIC. NO 1223 DDP L INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN FOR APPROPRIATE RADIUS FROM I 8_-I•a � La11t�SCdpEAICdt118/P1dr►►1►119 INDICATES ELECTRIC CONTROL VALVE SIZE CHART ABOVE. SOUTHWEST:SOUTHEAST DRAWNSHEET KEY MAP QUADRANT IQUADRANT Ir!• I rmEad&-emAivenue 2705 N.T.s> sl> N\P % .�ar A Fax rta�r. 2 6 OF 12 qjE OF CA1��a� CHECKED DRAW11G NO ' R.0 E. NO ------- - --- ---— — — --- DOP TD DATE FILE NO PROJECT SHEET NO. 20OF96- TO SPRINKLER - ANGLE PIPE TO BOX BACKFLOW PREVENTER SPECIFIED DEPTH WiTH 45' ELLS 24 STRONG SS-Tt��12w ASSEMBLY SCH 40 PVC MALE ADAPTOR BRASS NIPPLE - TYPICAL SEE SNAP-TRE DETAIL CiTY SCH so PVC UN" "SNAP-rw CONNECTORS (4) PLACES STANDARD DRAWiNG 520 �'�S � PVC NIPPLE ELECTRIC CONTROL VALVE � �: LME SIZED BRASS (BR)A PLACES ELL - TYPICAL ENCLOSURE TO K OROUNDED 2 P WiRE SERVICE LOOP LOOP PLASTIC VALVE DOX LOCAL�ODj�D�N� T BALL VALVE BRASS FIPPLE ENOUGH WIRE TO NO WIRE � MARKED IRRIGATION RCV' clxrraoLLER SIDE. BUNDLE C ABOVE GRADE) (CARSON OR EQUAL) SANTCHED WITH D VALVE SEQUENCE L LERt�_--__ i CONCRETE PAD H VARIES SPLICE BOX COVER WITH BRASS WYE STRAINER PER SIZE/MAN URER) LOCKING TOP ETCHED S.B. < : FINISH GRADE GRADE II I I WITH 60 MESH do SLOPE TO D AT MINIMUM II I 1 MONEL SCREEN 2% ir 10 IN. it i i T� x ALL MMMCONMOr A55 UNK)N FINISH E AT GRADE IN LAWN AREAS SIDEWALK 2 T GRADE AND SLOPE IN PLANTER BEDS SENSORMOISTURE " L >' I =� '• 1e DRAIN AT MINIMUM OF 27G. h :t �. .... WHEREII— REOUIRED �0 ( — ( I I I I I I COMMON rMREs M I — I BRASS NIPPLE - TYPICAL I —I I I I 1 r scH.40 PVC coNourt. ' FROM R SOURC (2) DUCES I r LOOP MIN. 2 EXPANSION LONG) SCH 40 PVC MALE BRASS ANGLE CLOS TCo p t LOCAL SO• L 907L CO ON VOLT WIREADAPTORS TYPICAL FLOW 14'' X I S' GREEN PLASTIC METER ti l VALVE W/UNION ro � OF INET �') OMIT REQUIRED ;=t; (2) PLACES BOX. CARSON OR EOUAL 3/4' WASHED �--�-� 1 OMI T :. •' CRUSHED AGGREGATE �- b :: ; . • - ELECTRIC METER PER WE ro MtcTER ::f. �• 4AVY Otmr WEATHER INSISTAt+T I :•! ':� ' r LME TO SYSTEMS '• .•; t` •, �•'' PHOTO ELECTRIC SwRCH FOR SECURRY • • L04T CONTROL AS REQUIRED PER SCH 80 PVC NIPPLE ►uws. ®� TIf x HRU LOCK I r CONCR TB`PiC�AI )CPUC-ES CONTROL ! COMMON WiRES PI PLANS.�� M L--� GALVANIZBRASS ED P ERE WH KBACKFLOW FLOW CIS r OR E IS 2 /V1RGE MALLER. REFER TO CONTROLLER ...I VISTALLATION STD. J . BRASS NIPPLE � RE tO1111�tED PER FINISH J NOTES: I 1. INSTAL LOCAL ODES. SCH 40 PVC SXSXT TEE PRESSGRADE r GROUH4 ROD 2. EO NT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY URE SUPPLY UNE GRADE SW N MOIL ' FOR Gi+T MIN. ��I�I� I �( TURES OR HARDSCAPING. 24 VOLT WIRES. TAPED AND 1. INSTALL CONTROL WILVES A Mram or 1F FROM STRUCTURES OR HARDSCAPMG. WIIeINc• 120 VOLT IN am 3. EN UNIT IS NEXT TO A STRUCTURE IE. WALL. SUILOMG, ETC. BUNDELEI) AT 15 FT. INTERVALS PER 2- INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. r corNDlrT _ t ';' }• LOCAL CODE) OUNT TEST COCKS ON OPEN OR NON STRUCTURE SIDE. ) 2 CU. FT. PEA GRAVEL 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. DNE MODEM ORIENT UNIT PARALLEL TO STREET. 4. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. -UP. S. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. LOCATE UNIT WITHIN SHRUB AREAS WHEREEVER POSSIBLF. VALVE NUMBER. 7 24 VOLT SPLICE BOX EMOTE CONTROL VALVE WiTH SHUT-OFF VALVE & UNION CONTROLLER ENCLOSURE - TYPE A REDUCED PRESSURE BACKFLOW PREVENTER CITY OF RANCHO CUCAMONGA STANDARD PLAN #535 5 CITY OF RANCHO CUCAMONGA STANDARD PLAN #522 CITY OF RANCHO CUCAMONGA STANDARD PLAN #539TANDARD CITY OF RANCHO CUCAMONGA S PLAN #517 tLP BASE SOCKET OVER STAND ALONE CONTROLLER WiTH PHONE LINE o END OF WIRES S ROUND PLASTIC VALVE SOX ! 311111-FROM EWIRE S APPROX. 5/1!' wMTf COVER ETCHED 'IRRIGATION GATE' STEP 1 NDS 0 BLUE (CARSON OR EQUAL) CALSENSC R MODEL NO. PER NS i h FINISH GRADE RED BLACK WO ® CAL HARNESS iIRRI ION CONTROLLER PUT CRIMP SLEEVE OVER OUTLET IGFC x —� ®• I WiRE ENDS - CRIMP SLEEVE INAL STRIPS TO WATERPROOF ALL TCN CONTROLLER WiRE CONNECTI STEP Y IZE. ATTACH IRRIGATION AS PER STD. AICRJ-TI PHONE JACK REMOTE PIGTAIL. MFG. x k k DETAIL S20 a� PER PLANS OMIT BRASS OArLr WLVE FIELD WiRES io r Be" 4o P40NE 3b< APPLY SEALER TO INS iDE MOS UIT FOR ONE ?cb-C ITE M HOOK-LOP OF SEALING PLUG 31,C >� OMMONi 'r r FILL SASE SOCKET WITH SEALER OMIT OF 14 BLUE ENCL OUNT WiRES STEP 3 RED MASTER CONTROL NOTES: BLACK VALVE � . o• . a 1 1 b -�-�—J 1. INSTALL CONTR PER MFG. PRINTED UCTiONS AND PER LOCAL e v e v b, b. v CODES. LOCA TO BE APPROVED 1N FIEL THE CITY INSPECTOR b e e •, a •. PRIOR TO C RUCTION. FLOW METER DtA R SAME 1 PUSH SEALING PLUG IFTfO !. CONTR RE SEQUENCE TO CORRESPOND TOT LAWS DESIGN SiZE FLOW I Fri I BASE SOCKET UNTiL IT LOCKS SEOUE OF REMOTE CONTROL VALVES. METER AMETER SAME SiZE 3. R E EXTRA WIRE (COLOR: ORANGE) TO FARTHEST ON EACH AS FLOW METER SIZE -3/4' WASHED CRUSHED CH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EAC ANGE AGGREGATE BASE STEP 4 E AT THE ENCLOSURE. 1. PLACE AGGREGATE PRIOR TO MSTALUTf�i OF VALVE 80X. _ COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED LON. MINIMUM DISTANCE DO TREAM 2. INSTALL CONTROL VALVES A MIN. OF 17' FROM STRUCTURES OR FiAROSCAPING. PUSH WIRES TO END OF BASE S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 5X DIAMETER OF FLOW ER SiZE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. SOCKET TO ASSURE COMPLETE CONTROL VALVES. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. SEALING OF CONNECTION 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I. PHONE LINE CONDUIT TO of CONNECTED TO NEAREST APPROVED OX DIA DISTANCE UPSTREAM I S. ATTACH METAL VALVE IDENTIFICATION TAG WIN APPROPRIATE CONTROLLER AND TELEPHONE SOURCE AND BE OPERABLE PRiOR TO THE CITY ACCEPTANC OX DIAMETER OF FLOW VALVE NUMBER. iA►N19iR0 SNAP-TITE WIRE THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PHONE COMPANY METER SIZE CONNECTOR APPROVALS PERMITS AND INSPECTIONS. GATE VALVE-3" OR SMALLER WIRE CONNECTOR CONTROLLER ASSEMBLY INSTALLATION - TYPE A FLOW METER INSTALLATION 8 CITY OF RANCHO CUCAMONGA STANDARD PLAN #518 CITY OF RANCHO CUCAMONGA STANDARD PLAN #520 CITY OF RANCHO CUCAMONGA STANDARD PLAN #541 CITY OF RANCHO CUCAMONGA STANDARD PLAN #516 GENERAL NOTES IRRIGATION NOTES A. ALL LOCAL MUNICIPAL AND STATE LAWS,RULES AND REGULATIONS GOVERNiNG 1, THiS DESIGN IS DIAGRAMMATIC. ALL PIPING VALVES ETC. SHOWN WITHIN a. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO DESCRIPTION OF REVISION DATE CITY OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY APPROVED AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE PAVED ARES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THF CITY'S AUTHORIZED REPRESENTATIVF PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE CITY OF RANCHO CUCAMONGA CARRIED OUT BY THE CONTRACTOR. SPRINKLER SYSTEM, PUNTING AND ARCHITECTURAL FEATURES. d. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE 8. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILMES. Z, DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS PRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A TERRA VISTA STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT CHURCH ST. MEDIAN AT TR. 13717 APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. FIELD CONDITIONS SHALL BE REPORTED TO THE CITY AND LANDSCAPE REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ARCHITECT. ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION IRRIGATION DETAILS THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES T13 THE CITY. OF ON-SITE INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. IE, HOMES 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. a, INITIAL PRE-J08 MEETING WiTH THE CITY ANO LANDSCAPE ARCHITECT. UnNIA [ CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND p, PRESSURE SUPPLY LINE INSTALLATION. G�t�E Ary�fC' APPROVED BY: ORATE: FROM HIS OPERATIONS OR NEGLIGENCE. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. C. PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF 'ate \� M �AbL � 24 r. 0 ��, CITY ENGINEER RC.E N0._ C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR TRENCHES. O '�' DESIGN RECOMM LADED 4. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS d. AUTOMATIC CONTROLLER INSTALLATION. Ci Ci. Pagano, Inc ca � x i l � � ARCHITECTURAL PLANS BEFORE BEGINNING WORK. EQUIPMENT, MATERIALS,AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. IRRIGATION LIC. NO I?P3 }�C V Lt�1V�� QZ�I Lm •. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. ae b„- '�_�e113 � �' - D. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO f. LATERAL LINE AND SPRINKLER INSTALLATION. 4705 E. CHAPMAN AVE. — i DRAWN `�� SHEET 5. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED ORANGE • CALIFORNIA • 92669 1750E ��AV!'Ifi� PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER O FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER (714) 771-9200 � 6anbAna, CA 92M5 7 —of 12 E. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND MiNUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE THE PLANS AND SPECIFICATIONS. ��q� Q��AP CHECKED (714)25x4822 Fax(714)752-2 AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF OF CApRAWItiG NO f LM RELATED EXPENSES, WiTH THF r.ITY'S AUTHORIZED REPRESENTATIVE. INSTAI I ATION. Y• -I� TD DATE FILE NO SHEET NO?/OF 26- RAIN BIRD 33 DLRC WITH RED RUBBER CAP - SUPPLY ONE KEY PER 12 OCV'S INCLUDING HOSE SWIVELS. STRUCTURE OR HARDSCAPING HARDSCAPNG FINISH GRADE - INSTALL IN PUNTER BED ONLY t t�p�� •�r�s 1� MAVn�rnVn� 4 }s' I-III11 I I: S I I-1 I I-1 I I I I-1 I I-1_ •' �'� ' �`=�� I I I I-1 II- I I I I_I I I_ SCH 40 BRASS NIPPLE 12'� �� CLEAN BACKFILL _ SEE SCH 40 BRASS 90' ELL II I — SPECS. FOR MATERIAL.. =1I 90% COMPACTION REQUIRED SCH 40 BRASS 90' STREET ELL STAINLESS STEEL I I 11= SCREW CLAMP I_I I SCH 40 BRASS NIPPLE - MINIMUM (3) PLACES SAND 24" LONG — b SCH 80 PVC 90' STREET ELL 4 REBAR STAKE s. 1-1 - . . . . . . . . . . . . . . . . . . . . . . . . . . — �24 LONG) _ - II • • • • . . . . . . . . . . . . . . . . . . . . . I =� =1 i E-I CONTROL WIRE SLEEVE - _ SIZE PER PLAN INSTALL -III . . . ' 111_= ADJACENT TO PRESSURE • I—) I 1 . . . . . . . . . . . . . . . . . ...'. . . SUPPLY UNE -i 11 EE1 I lEl I lEl —I I — — PRESSURE SUPPLY LINE -'1 I I=1 I I— III—i I I—I i —I 11_1 11- SLEEVE - SIZE TWICE SUPPELY RLINE OF PRESSURE Ld NON-PRESSURE LATERAL UNE SLEEVE - SIZE TWICE PRESSURE SUPPLY DIAMETER OF NON-PRESSURE NOTES: LATERAL LINE LINE FITTING 1. ALL SLEEVES TO BE SCH 40 PVC. PRESSURE SUPPLY LINE 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT 80TH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. (FOR NON-TURF AREA) 11 TYPICAL SLEEVING C� QUICK COUPLING VALVE WITH METAL STAKE CITY OF RANCHO CUCAMONGA STANDARD PLAN # 527 `� CITY OF RANCHO CUCAMONGA STANDARD PLAN #530 I HI-POP SHRUB HEAD SET TO MFG'S GRADE SPECS. FINISH GRADE " i=111-111=1 I I 11= 1= IIII I I III i l l 11=1 11-1 I I I Ed -1 I 1 I I III I I I I I-1 11= _ 1 I I I I 1=1 I I_ =1 I lz I ( I 117 9 1 1-1 I I 11-111 =1 r I I I 11= la I CLEAN BACKFILL - SEE I III ( I I� I I I I — SPECS. FOR MATERIAL. 11 11 i= b lEl ( I 90% COMPACTION REQUIRED �' 11=11 i =III 11= NON-PRESSURE LATERAL LINE: SCH. 40 SNAKE PIPE IN II II— TRENCH _I I II PRESSURE SUPPLY LINE: at _ SCH. 40/CL. 315 SNAKE -III I I I- PIPE IN TRENCH III II II CONTROL WIRES - BUNDLE AND TAPE AT 15' O. SCH 40 III I I I I INSTALL ADJACENT TOC. AND MARLEX 90' STREET ELL 90' STREET ELL — — I- PRESSURE SUPPLY LINE NON-PRESSURE MARLEX 90' STREET ELL -IIII I —_ III 1 1 1-1 1 1—I I I LATERAL FITTING PROVIDE 6r OF SAND NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE Or NP' BEDDING TYPICAL (2) PLACES ANTI-DRAIN VALVE AS REOUtREO NOTE: 1. LOCATE HEAD f TO fr FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, HEADER BOARDS, AND EDGES OF LAWN. NOTE: 2. USE TEFLON TAPE ON ALL MALE THREADS. 1. PIGTAIL AND LOOP CONTROL WIRE AT 99 CHANGES IN DIRECTION. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PUN. 4 HEAD CONNECTION AT BOTTOM INLET ONLY. 1 2 HI-POP SHRUB SPRAY TYPICAL TRENCHING CITY OF RANCHO CUCAMONGA STANDARD PLAN #534 O CITY OF RANCHO CUCAMONGA STANDARD PLAN #526 NOTES CONTINUED 13. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE AND 19. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE DESCRIPTION OF REVISION DATE CITY 8. THE CONTRACTOR SHALL PROVIDE TO THE CITY, UPON THE COMPLETION OF THE BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW APPROVED JOB, A SET OF REPRODUCIBLE"AS-BUILT" DRAWINGS, WHICH SHALL BE VERIFIED OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. CITY OF RANCHO CUCAMONGA FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK THROUGH. PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. 20. PRIOR TO BACKFILLING IRRIGATION TRENCHES: 9. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE 14. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHEDULE 40 TERRA VISTA SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE SLEEVE WITH 24" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON a. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED INSIDE COVER OF THE IRRIGATION CONTROLLERS. PLANS AND INSTALLED PER DETAIL. AT 150 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE CHURCH ST. MEDIAN AT TR. 13717 CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND 10. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE 15. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER INSTALLING NEW MATERIAL IN ITS PLACE. AT CONTRACTOR'S EXPENSE. 41) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" IRRIGATION DETAILS ADDITIONAL COST TO THE CITY. DIAMETER GREEN PLASTIC VALVE BOX. LEWIS HOMES 11. THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A MINIMUM �E�nNIA [q!V 16. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE t G PERIOD OF ONE HUNDRED EIGHTY 1180) DAYS AND SHALL WATER ON A REGULAR MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND OGP M ��` sl��` APPROVED 8Y: GATE: -- BASIS. COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. � 0�,\ �; •_� CITY ENGINEER RC.E N0._2495 . 12. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER 17. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW d.d. Pagano, Inc. LIC NO 1,?' r � DESIGN •lml)(COWM\ LTD. RECOtuMENDEO OF rM14 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. IRRIGATION CONSULTANTS " �"I'a-' 3 Lanit aMA►Cl11lt'dtIVE/PfdR Ift FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING 4705 E. CHAPMAN AVE. ~ DRAWN 'V 1750 East Oeete Avenue SHEET WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 35 FEET INTERVALS. PROVIDE 18. ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS, OR OTHER ORANGE • CALIFORNIA • 92669 ' • 1p 12 TWO EXTRA PILOT WIRES TO THE END OF THE PIPE RUN IN TWO DIRECTIONS HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY (714) 771-9200 _!tT &ntaAna CA 92M5 p_ _OF FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE WIRE AND LEAVE IN AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH FINISH GRADE. fl'4!f 4��\P cHEC►cEo /� (714)2%4M Fax(714) 752-246 DRAW -ltiG NO VALVE BOX. OF C f' �+< RCE NO _ �� DATE FILE NO SHEET NO?ZOF �' ____ 1MW_...JT_N_=- -- - - SPRINKLER IRRIGATION SPECIFICATIONS CART 1 -GENERAL 1.01 DESCRiPI PON 3.61 RMALL-ATiON i A A. Scope of Work: P1vriAe all labor,sssterlafs,traslope esaien,sad se vice owesse y I. Qbict coup",toms. PART 2-iRWUC Is A. Trene"- 1 S. AN spilees shall los ttonde with leetel►-Colt 93576 Connecter Smiling A. FIELD QUALITY CONTROL, h furnish stud imaH the Irritation System as shown on the Drawings and described 2.01 MATERIALS only onesplicewith esch ril connectorwin connectors, ling pack. equal. Mats (. henebe• acrd A. Adjustment of Noe System: herein. Y. StuA-sots for More eesorseetiert. tench. ley pipe to azo ev�r�Trrnc�Trenching excavation' shah 1.02 QUALITY ASSURANCE A REQUiREMEPTTS I. tlrher rented etluipment se directed by as City of Ranehe A. General- Use runty new i mocti•ts of bmnhds and types noted an#I wing ,speeiAed 6. P'ieN between the-"!I limit cow fists and eketrie tatml Volvea follow layout indicated on the Drawings and as noted. _ tgaHces 1. The Comracror shall hash Md adient ON sprisskkr heads for Coeanansga. herein,or•ppreved equals. will rot he allowed without prior approval of the City of Rancho performance and to prevent overspray onto wefts, roadwaays, and A. Permits and Fees: The Contractor*&N obtain and pay bar My•rad ON permits and Cuc i,nmrs. 2. Provide for a minimum of twenty-four(24) itnehes cover for all buildings as much as possible. ON observations as required. 6. On er befnfe Nut dote of dm foal NeM -*om-vmi, .Ilse Contrselor alnll B• PVC Preosaee Main Laos Pipe and footings- irrigation lines installed under paving or haidsuaping. deliver Ike corrected and completed sepias to the Cay of Rancho K. Autotelic Controller: 2. if it is do enrnfned that B. Manufacturer's Directions: Mimalbeluret's Alectiem•rad detailed daN Cue Delivery of the se its will not relieve the Contractor of the I. Pressure main lire piping fest vim 2' and larger stall be PVC Cksa t e C �PA1 ll `� N �� nnanmga. ry p 3. Provide for a minimum of ei,VMeett (IS) inches cover Ibr all provide proper and more adequate coverage,dot Contractor shall maks be followed in all cases where the menufmouren of articles used in this Contnset responsibility of furnishing required information ohm may be oil ined 313. 1. Automatic controller is existin Refer to irri ton ars for Terra Pressure supply lines. such adjustments prior to land V• ttm� Pt P � planting. Adjustments may also include 16rrtish directions covering points not shown in doe Drawings and Specifcatiom. from the prints. 2. Class 315 pipe shelf be made faro an NSF am need Type I,Of 1, Vista X13270,drawing number 130E-L for additional information. changes in nozzle sizes and degrees of arc as required. C. Ordiraneee and Regal lions: AN Iaeal, m ticipal and state lawns, wd rules and C. Cortraftr Charts: PVC compound conforming to ASTM resin specification D1784. AN 4. Provide for a minimum of twelve(12) inches for all soem-pressure regulations Zwrernfrhg or sstmtirg t0 My portion of that work ave hereby pipe must mea requirements as set tort in Federal Specificmiens PS-22- Imes' 3. L.owe`611g rafsd sprinkler heads by dee Contractor shall be accomplished incorporated into and made a n of thein Specifications,and their di wpm shah be approve by Noe City d Rancho Coes to it 70. with an appropriate standard dimension (S.D.R.) (Solvent-wet within ten(10)days after notification by the City. onponf 1" Spee' provisions shill 1. As-buiY S. Provide for a minimum cover of eighteen(1 S)inches for all control be carried out by the Contractor. Anything contained in then Specifications shall before controller chains are prepared. pipe)- 4. W be construed to conflict with am of the above ruin, re lations, or wiring. swine deler heads sioH hs set wings.per,t dfcnlarto finished grades undtaf y 3. Presomm main line Sir sines 1-I/2' and tnolki stall be PVC otherwise designated on the Drawings. esquirements of Iloe same. However,Moen these Specifxstlons and Drawings call 2. Provide one ernmroNer chart fir satA tomroMer supplied. Ittltimt B. BackfH for or describe materials,workmanship,or construction of a better quality,higher Schedule 40 with solvent welded joints. Tttn.' standard,or larger .ate than in required by the above ruts and regulations, dee 3. The chain dull dhow the area comrt+lled by Noe.mNpnalfe eontreller•sed L. Electric Control Valves: S. Reim Bird EFB�P valves will los ant per momtfacturen• 1. The in ithes doN Mo be b•ckllNed mntil ant woks we specification no that tache Mehl operates at desi m. provisions of these Specific lions and Drawings shall take precedence. shall be the maximum size which doe controller door will allow. 4• fkfedufe 10 Pipe shall be made from NSF approved Type 1, Grade 1 d wtrol PVC compound conforming to ASTM resin specification D17113.. AN 1. AN electric tovalves aMH sorra size the sosize trod type shown an the perk+rnaed. Trenches shell be carefully leckfitkd with the excavate must meet requirements as sat forth in Federal Specification PS-21- Drawings. saaterials approved for backfilling,consisting of earth,loam,sandy clay. B. Testing of Irrigation System: D. Etcplanetfen of Drwwittgr. 4. The chert is b he • educed drwwfn. of the actual instaHrl system. 70. � � � sand, or other approved materials. frac from large clods rpt earth or Oltwei in the event the controller sequence s N not legible when the 2. AN else It cortsel valves dwN hue a laerae Now o4osl rise . Hones. Backfin shall he mechanically compacted in landscaped areas to 1. The Contractor d*N tegmen the prraemee of the Cay of Rancho 1. Doe m doe ecce of the Drawings,Y k rad pesmfble b irndteale ant rsffaeta, dewing is reduced, a shall be emerged to a rirx that will los readable Cue in writing m least Ill Morn in advance of tend • densis to sd'accro undisturbed soil in lame areas, Cucamonga tg ng. S. PVC solve el-weld lith mhaH be Seheulatk IA, 1-2,it-1 NSF �' Y equal ) planting S renin,gs, sleeves, ate., which may be required. The Coms•acter shah then educed. a�rvved 3. Purrs and ind. ewe eolfrel valve box Ser doh electric cotrol valve. Backfill will confornn M adjacent s without , sunken stew. carefully investigate doe structural and finished conditions aRecting all eonfeanming to ASTM Zest procedure D2466. dl gntde t1iPs of him work and plan his work accordingly,furnishing bumps or other surface irregularities. 2. Ttm ON premwe liven wader hydromatic prensure of 150 pontis per such fillings.ole., S. The chart A"%a a Mnwklisc rat frhrehirc rtpttid prim and m dfffertm M. Crsmtr+l Vow Boxes: square inch and prove wmeinigM. am may he required to meet such conditions. Drawings are generally color shall he used to iwdicme the arra of coverage fit tech station. S. lk+etmm ceent anfor d poinoer PVC molvint-wet pipe and fahga d null los of I and onslaflalNM ecilhds scribed h the m emhfecitprer. 2. A Some Ili monshm material back fill will he imitioNy placid qts ON lines. IWs riagrammmi and indicative of the work to be insralkd. The next shall Y I. Use I0' to 10.1/4' named bac Sr ON gate valves, Carson IwdhMrien foreign mater larger than one-half(I/2)inch in sire will he permintd Nolte: Ttstim of prCastile wroin toms"Noccurprior M fmsafimioan be installed in such a manner as to avoid eonflils between the irrigmion 6. When comhPkMd and stp,onnved,the chain shall be hermetically weak d MIA-128 with .Wren Moll-down cover or oppnved espial. Extension in the initial backfill. of Nie electric control valves. system,planting,and architectural features. between two pieces of plastic,each piece being a minimum 20 mils. 7. AN PVC Pipe meet bear Noe fipHowisog markings: sleeve shall he PVC with minimum arts of six(6)inches. 2. AN work called for am the Drawings by'notes or details shat be 7. These charts dwH he completed and approved prior to The fiat field a. Mamthwhsrrr's name S. romiding of trenches will be perrssit a roily with app ow of the City of 3. AN pipi p amkr paved emees ahall be nesse under hydoommic pressnte observ- of the irrigation system. b. Nominal i sire 2. Use 9-112" x 16'x 1 i'reel ngmkr box Sar ON elechft eoatn+)elves, Rancho Cucamonga. of 150 pounds per square inch and proven watertight prior to paving. Samhhed and Installed whether or not specifically mentioned ao the C. Schedule or class Grsort Industries 91419-128 with green bolt-down cover or approved 4. tlihtaiw acne in lines for sunt leas than six (6) town. If leaks Specifications. d. Preasure rating in P.S.I. �I• 4. If aatlkrwent occurs sad wdsaeque d ar/iwshnerts in pipe. valves. fore" D, Operalien ad M-hoe mile*Mmnwh: e. NSF National Sanitation Fou volonkm sprinkler heads,lawn•planting,ox other c.mslnhrti.wn aur wc•essary,the dtvel'$P, replace j0W9 and repeal test until entire system is proven 3. The Contractor shall mot wrififuMy inmmN the irrigation symem a shown ( )ap(+mve remi en doe Drawings when a is obvious in the field that obstructions,grade f. Dme of extrusion 3. Use 6' two i ler x8-314*Ieep ind plastic valve box for all ol" Contractor shall make all required edjustments withal coat to the City. wmcnrm. differences,or discrepanciesin area dimensions exist that might not have 1. Prepare and deliver to The Cay of R*"v Cormamp within tan eesptimg valves,Caam Industries 9605-12 with green Mx-lock coves 3, eakmiardays prior to con,nrletion of comtroctian,two hard-cover,three- S. AN fn' doll bear the mannfactoer"s rami or trademark,material or approved equal. C. Trene"and Backfill Under Paving: AN hydnn�fslw testa loll he mark rely iw Noe presence of the Gent. Men considered in engineering. Such nhstnpcliorta or differences shoasWtmF* Copttracdx or Mt CN of Rancho Cahcana a. Nur shall he paving, sa hahie eonctets, Or backfilled until a has been observed,tested.and approved in writing. be brought to the attention of the City of Rancho Cucamonga. In the rang binders containing the folMwmg nnfoxlration: designatNM,sire,applicable I.P.S.schedule mod NSF Peal of approval. Y Ptpt event this notifications it net performed,ohs Contractor shall assume full 4. Use 9-IR" x 16' x 11'reefamgulsr bpex fist all eleetrfe coutnal valves 1. Trenches leemd coder taws tonere rmtpomibility for any revision necessary. A. Index sheet which states Co ntroctor's same, address, and C. PVC Non-Pressure Lateral Line piping: isatelled within on-grade landscaped areas,Ceram Industries 91419-128 concrete will be installed,shall be backfilled with sand(a layer four(4) telephone m tuber,end which lists tech imtaHed egr►iPitem with green bob-down cover or approved equal. inches below the pipe and nix 161 inches above the pipe)and compacted 6. Fwnish necessary fiwce pimp and ON other leaf equiputnt. 1.03 SUBMITTALS and materiel item, inchtding*mantes and addresses of 1, Num-pressor buried lateral fine pipfng shall he PVC Schedule 40 with is layers to 93% compaction, wing manual or mechanical taeq+ing o enufaciuren'local representatives. S. Use 10' x 10.114'send box for ON quick eomPHng valves i mo Ned devices. Trenches for t shall be compacted to equal the 7. When the"ration system is compMcd•perform a coverage tem fn the rePie sefvem-went joints when installed in planting areas. adjacent tat l q presence or the City of Rancho Cucama+rtge to determine if the water within on-mnsethure landscaped areas, Gran Industries No. 910-128 compaction of the existing djacent undisturbed soil and shah be left in A. Mantrial Lim: with n bob-down cover or roved al. a firm unyielding condition. All trenches shall be kA flush with the coverage fox Plaming areas is complete and adequate. Furnish ON It. Cm.k+g and parts d+eett an every sn.leriat and egmiprnhe+t 2. Nth-prestatn Mtral Ince piPimg instslkd order paved arms aMH be PVC st're MP Mel r rat adjoining grade. The Contractor shall net in place,cap and pressure test materials and perform all work required to correct any inadequacies of item installed under this Contract. Schedule 40 with solvent welded joints. N ��: all piping under even 1. The Centrwctor s!n•N lblaisln the attiekt, sateriak or Sprint P p t paving Prior to the paving work. g Drawings.or where the system has eqttiPtttetn+ coverage due to dcvfmicuhs from the proeesset specified by name in doe Drawings and Specifications. No been willfidly installed as indicated on the Drawings when it is obviaesty e. Guarantee,mmanem. 3. shell be Wade from NSF T 1, Gude N PVC made umt.without bringing This to the mtcmivi f the CN of Rancho substitution will be allowed without prior written approval by the Cny ted' Type 1. AN loe•ds shell rte of the tame use,l and deKvet Noe carne 2. of Rancho Cucamonga. cortq+amd conforming to ASTM renin specification D1784. AN Pipe sprinkler yPt, 0encraNy,piping index existing walks M done by jacking,berng,or q fe g Y d. Con rte openoing and naimleoatee instruetlom on ON major must meet requirements as forth in Federal Specification PS-22-70 with rate of prtci0mions with the diameter(or radius)of throw,pressure,and hydraulic driving,but where any cutting or breaking of sidewalks and/or CucanKutgs. This test shall be accomplished before any ground cover int, discharge a shown on the Drawings and/or me specified in these special concrete is necessary,it shall be done and laced b the Contractor as is planted. 2. Complete nuteri I tiro dant be submitted prior to performing any work. MttiP as appropriate mandate dimension ratio. Lep Y Material lis shall include Los manufieturcr, model number, and Provisions. apart of the Contract cost. Permission to cut or bat sidewalks and/or 2• is nddhinn to the suave on Niuned"Whilemsnce Pluto 1 ,provide am 4. Eze a noted M I, 2, ad 3 ref Ibis Pecoion(2.01 concrete shall bt obtained from the City of Rancho Cucamonga. No •. Upon col,inions of each Phase Of work, the retire system " be description of all mewish and equipment to he used. Parag^nplt* (2.012),sill City's and ad1 umed 10 meet site y't naimensnct personnel with instructions fix major equipment and requirements fax tom-pressure lateral line pipe and fillings shall be the ds shall law rew a scaofjuslnem. hydraulic driving will be permitted under concrete prying. negtafremems. taw evidence in writing to tit City of Rancho Cucamxonga at the sane as for solvent-weld pressure main line and fillings as sm forth Although mtenmfactatrer and other informaliaa mey los different, she f Pips3.07 MAINTENANCE following is a guide to proper submittal format: conclusion of tine project that this service has been rendered. in section 2.01 B of these Specifications. 3. Riser units shall be Fabriemted int accordance with doe details show^Os D. Assemblies- the drawings. of is A. The entire irrigations system shelf lot under&N amfonolk l r a Ih_••: T',o. w:rt io E �°iPttKttt lO he D. Brain Pipe and Finings: 4. Riser nipples Sx ON sprinkler beads shall los the euros size a the riser l diammhmhc lines(and various- Ikmoi of of am**k- it ismiq Namorm so mien)in han offer �manrher seven(7)days prior to any plartirhg. d d 1 Manufacturer toilet No. 1. a a Of This trnotrset ant look- Opening in doe sprinkler body. so to conform with the details in the Drawings. B. The Ct of Ranchn Cue I Backnow Prcvcrtecr Fchco S23Y 3itPPh pre AoHewfmg I. vVhera Iodicwted ola the Draw+inEP, an red brain tcne..ad pips rat 2 Automatic Controller Glsense 2100R Series a. Two M sets d Lal Nods for sonforming to Federal Specification 9WW-P-351. Y amxrhgs reserves Nie rightM waive oraherten tine o(peratfon t� t'�d S. AN aprimkkr heads of the sarroe type theH be h the into norwtYctmrer. 2. IumwN NO tostlif+lm a.aend+Ife.iw ptsntie Mas. Ptwsh+iofe each•inaeof+ly PVfOd disassemblingand adjusting each t of ler and valve with its own own' � 3.09 CLEAN-UP Ittd�nt Ylfe sprint 2. Finings daH he red brain conforming ro Icedersl Specification 9NtW-P- O. Idermifemien T• supplied on this project. 460. g: 1 Gate Valve Nihco T-113 3. tartan ant •aaend►fes spseiAad tkaein in •eeerdatee with respective I. I.D. Sar electric eosttral valva doN be matuheroted Som Cleain-uP shah be made a each Pmrtio n of work Refuse and excess d'in shall be b. Two(Z)few-foot wfw Reye for opermiens of.me wives. E. C and F � IMafl. M •Ascots of devil drawings or Specifications Pertaimrhg M Ptt'it'e**d• et or ink: removed from the site, all walks and paving Wolf he boomed or washed down, and an 4 Etc. Etc. Etc. PMyureMune Behr Demepan. Use Chrimy't mandate lag hal-marnPed specific itsnm required M couraPlete wort. perform With work in P t y s. Two(Z)keys The each"N of fe controller. 1. T K,Mrd with black letters on yellow background. Tags shall be numbered to accordance with best mandate practice with prior Opp.,V I of City of damage sustained on the work of others shall he repaired to its original condition. listed inn should must be solvspecent r wed ee irt,rni i All items mot he Ylts krmpered mm It programming shown on the Drawings. Provide one tag for each Rancho Cucamonga. listed and should include f mane facture,wire,wire connectors,val.a d. Owe (1) .sick coupler key and whatehirg hese swivel for electric control valve. 3.09 FiNAL SiTE OBSERVATION PRIOR TO ACCEPTANCE loxes,ate. No copies of manufacturer's literature (catalog cuts) are 2. Fmtfngs: wrought copper,solder jeim type Fred as submittal inf winution. every fm (3) or fraction thereof of each type of quick 4. PVC pipe and Mtimp shall be tloetemgldy cleaned of dirt, dust. and r•9tt coupling valve installed. 2. Special order tags from T. Christy Enterprises, 1207 Struck Avast:, sm lmon before innmallation. ImmaHmio n and solvent welding methods A. The Contractor shah ePerate each system in els entirety for she City of Rancho 3. )mints that los soldered with silver Colder. 4311 silver, ISB erofper. •E'. Orange, CA 92667. Phone g 3. The Contractor may submit submtitutian for •ad materials 16'X•zinc,244•cadmium,solidus al 1123"F.and liquidus m 114` F. (714) 771-4142 and Fax (71 d! dell be se recommended by the pipe and finning monufactumr. Cuts on i s m time of final observation. Any items deemed not acceptable by the y eqmfPtttem 2. The above toe Anneal equipment"be turned over to the City at da City of Rancho Cucamonga shall be reworked 10 the complete amisfaction of the Tilled on the Drawings by following procedures as outlined in Section conclusion of tie project. Before final observation can occur,evidence F. Gate Valve: S. On PVC to mete eo nnol'! . as COmraekx 11111111111 work the metal City of Rancho Cucamonga. P. Vandal RcsWitom Controller Enclosure: mineetloso first. Teflon tape or approved equal, dull be used on•N 1.03 of the Irrigation Specifications. that the City has received materiel nwst he shown to the Cay of Rancho B. The Comnclor shall show evidence to the Ct Coca monga. I. Gntc valves 3" and smaller shall he 123 Ib.SWP bmnre ow%ulvv threaded PVC to PVC.and on•N threaded PVC to Metal joints. Light y of Rerncho Cucamongathin the City 4. Egmiprrnent or moatetfwh imstsHed orbmfshed wftheut prier apProvsl of V 1. VmWW Resistant Controller Enclosure is existint. Refer to wrench pressure is aN that is required. Where threaded PVC has received alt accessories, charts, record drawings,and equipment as required the City of Rancho Cucamonga may be rejected and the Contractor nay 1.04 PRODUCT DELIVERY,STORAGE,AND HANDLING with screw-in h.onnet,nonrising mem,and solid wedge disc. irrigation plans for Terra Vista Tract 13270 drawing number for eomnec6ons are required,on threaded PVC adapters into which the pipe before final site observation can occur. M requited to remove such materials from the rite at his own expense. additional informanion. say be solvent welded. A. H@ WHman g of PVC Pipe d Fittings: The Contraelew le eamin of to etrerciss cm 2. Gate valves 3' and smaller shalt have threaded ends and shalt he 3.10 RM OBSERVATION SCHEDULE S. Approval of any item, alternative or substitute indicates only that the in handle lode and pipe ng pipe equipped with a bronze handwheel. E• Line Clearannee: ng, rat,unloading. moxfnhg PVC and fillings. All PVC A. The Contractor shall be product or products apparently meet the requirements of Ile Drawings Ball be trensponed in a vehicle which allows the length of pipe to lie Mt no a not it,of s ole far noRfying the Csty of Rancho Cucamonga and Specifications on the basis of the information or semplem submitted. to subject it to undue bending or a concentrated external tad m any point. Any 3. Gate valves 3'and smaller shall be simifat to those mitmrfkiund by 1. AN lines*AN haw a mi it moo elm -ice of six (6)iraehet fan each in advance for the following observation meetings,according to the time indicated: section of pipe that has been dented or damaged will be discarded,and if installed, Nibco or approved equal. Other and twelve (12) inches from Imes of other trades, with de 6. Merrohetames wsrtsnties shall not relieve the Contactor of his liability doll be replaced with new piping. exception of the control wire skeve(s)which she11 be installed adjacent 1. Pre-Job Conference-7 days order the guarantee. Such warranties shall only mppkmem the 4. All Vote valves shall he installed per instillation detail. to pressure supply fine. Parallel lines shall not be installed directly over gnomes. 1.03 SUESTM TT10NS ase another. 2. Pic M, supply line krnsaH•ifon Md testing-48 hour B. Record Drawings: A. If the Contr•ctorwishes to smbstitutc or meteds! Sr doe G. Quik Coupling Valle: any egsipmhent equip F. Atmerratk Controller Asa ably- 3. Auto at eonttofier installation-46 hours or materials listed on the Drawings and Specifications,he may do so by providing 1, Quik aupiltit vlve shall law a brain,!M0 Piece body designed be A. The Contractor shall prevlde•al keep 1111101 to his a eent(dete teen sm the following information to the City of Rancho Cucamonga for approval: working pressure of 130 P.S.I. lommall as per nanuAewret a immruetiaa. RA MC centre 006 shmN be eenneetd 4. Control wire installation-46 hour Of blueline otJlid prints which shall be corrected daily,showing every range from the original Drawings and Specifications and the exact 1. Provide a Cotement indicating the neasem for making the smb"hoo em. - ' 2, Q. MiactHanenas S. Lmeral line and enrolled locations, sizes, osnd lairds of i meet. Prints for this b controller m numerical sequence a shown on the Drawings. 1equ'P Use• rate sheet of r for each Nem to be substituted. Quick d type s wove as los a*erthk with a galet easpkr key. Key 0. High Voltage Wfrfsg for Awonatie Controller sprinkler ianstatMfon-M hears purpose may be obtained from tie City of Rancho Cucamonga m took. °�' Part sire and type shill be a shown on the Drawings. 1. Refer to NosPlans for sixes and This Cot of drawings shall be kept on the site and shall be used only a �Lmte11 types e< 6. Coverage tem-41 haws 2. Prrvidedextiptive eutahogtiterwtuts,Joel Am. soil Show CMAs H. Backflow Prevention Units: shisceHCtneesmsxrfgmiom equipment. 1. 120 volt power connection to toe•mtemmie eemrdkr slatl los provided a record sat• for each item to be substituted. by doe Contractor. 7. Fi sf ohstivmfcns-7 days 1. Bucknow pmventiem unit k existing. Refer to in iVatit plums far 2. AN m sceH•tneous irrigation equipment shelf be d tpeeifed 2. These drswI it shelf ese serve as work progress sheers and shall be the 3. Provide the araamnt of cost savings If dos 1000itmted item is approved. Terra Vista Tract 13270 drawing number for additional information. or approved equal. 2. AN electrical work shell eavilki P to teal codes,atdlonces,ad unions B. When eMoervmimm hove been conducted other than the City of RanchoCuearlimit•+ basis for measurement and payment for work completed. These authorities having jurisdiction. show evidence in writing of when and by whom these observations were node. drawings shall be available at all times for observation and shall be kept B. The City of Rarchn Cuemmansr. da"have the sole reogmnsil+ility in accepting or PART 3-EXECUTION in a location designated by Lha City of Rancho Cucamonga. Should the ung any substituted item as an approved equal no the equipment and mmeriah H. Remote Control Valves: C. qa eke obawvatte is wool conwnw"wklbtm'As4 k^- see of dreirlrgs. record blueline drawing progress sheets not be available for review or Soled on the Drawings and Specifications. 3.01 OBSERVATM OF SiTE CONDITIONS The contre"or shall not cog for a eke vW wkh&A 'As-Bulls' record not be up-to-date at the time of any observation(refer to Section 3.10- 1. Ima all tonere dies me the Drawings. Where grumped together,allow drawings, wkhout connple" previously noted eomeetions, or wkh&A Iopection Schedule),it will be assumed no work has been completed 1.06 GUARANTEE A. AN seed off it sietn are•p, erxi int . The Contractor shelf check and verlfy d at kast twelve(I 2)inches between adjacent valve boxes. install each preparing the eystem for said visit. and the Contractor will be assessed the cool of that site visit at the sins dimensions and receive approval from die City of Rancho Cucamongs prior to remote control valve in a separate valve box. cement billing rate of the City of Rancho Cucamonga. No other A. The east- lice for as inigmino system shell he mode is; accordance with the proceeding eedin with work under this Section. observations shall Nike place prior to payment of that ease a. att•ehed form. The General Conditions and Sttppferentary Conditions of these 1. Flushing of System: Specifications shelf be filed with the Cay prior to acceptance of the irrigation B. Exercise extreme care is excavating and woiti g later existing tsilhies. The 3. The Contractor shall make neat •td legflik notations on the record gym. Contractor shall be respn i ible for damages to utilities which are caused by his 1. Afer ON new spritikkr pipt Moet•sal risen are in piece ad eomneetd, drawing progress sheets daily as the work proceeds,showing the work operations or neglect. Check existing utilities drawings for existing utility ON necessary diversion work has been completed, and prior to w actually installed. For example, should a pi,the C ntr equipment be must B. A copy of this Owin tee bum shell be Preluded M the Open Nom woof malnte is ice 1. Check Valves: locations. installation of sprinkler heads,the control valves shall be opened and full iamalled in a location that does not match the plan,the Contractor mum Memel. head of water used to flush out the system. END OF SECTION indicate that equipment has been relocated in a graphic manner so as to 1. Swung check valves 2'and smaller dmN be 200 pound W.O.G.brooms C. Coordinate I im-11aliar oral ii Itkr brig ik.manerfsls including pipe,so there shah match the original symbols as indicated in the irrigation legend. The C. The fano shelf be re eats the Contractor's knerhead and shall construction with replaceable co be NO interference with utilities or other construction or difficultm planting bees, 2. Sprinkler hells shall be imtwfied only wAer llnhirg of the symem ha relocated equipment and dimensions will then be transferred to the t7t ted composition,neoprene,or rClass A, and shrubs,and round coven. y P been accomplished to the complete satisfaction of the City of Rancho contain the following infornhmion: Ball mea or exceed Federal Specification WW-V-SID,Clain A,Type t original record dnwirng pin at the proper time. N Cucamonga. D. The Coo,Wetorde"cae check dl DESCRIPTION OF REVISION DATE CITY GUARANTEE F(Nt BtltKIATK)N SYSTEM fMy .tees b smtisfyp hinoetfdhol he may soMy APPROYFO 4. Before the date of the final observation, the Contractor shelf 2. AahK-drain wives shah he of Aemvy dmty viegirh PVC cenatrnctiero with proceed before starting work on the irritation system. J. Sprinkler Heads: transfer ON information from the"record drawing" prints to a sepia We hereby goes note that the it itoien tyoleit we Awe 16 iist e ad Installed is*cc from F.I.P.thread inlet and outlet. Internal pts shall be mainkM Neel and CITY OF RANCHO CUCAMONGA myfw or similar mylar material. Arrangements shat m be made defects in materials and wortmahip.and the work hem been completed in accordance with neoprene. Ami-dein valve shall be field adjustable a against draw. 3.02 PREPARATION I. install the sprinkler Adds desigrwoed on the Drawings. Sprinkler through the city for obtaining said sepia mylw or similar mylw the Drawings and Specifications,ordinary wtor and toter, ummial abiose,or neglect excepted. from 3 M 40 feet of head. Anti-drain valve shall he similar to Use heads to be installed in this work shall be equivalent in all respects 10 " material. AN work shall be in waterproof India ink and applied to the We agree to repair or replace any defects in material or workmanship which may devehop Vakom'ADV'or approved equal. A. Physical Layout: those itemized. mylar by a technical pen made expressly for use on mylor material, during the period of one year from date of acceplance and also to repair or replace any damage Such pen shall be similar to those manufactured by Ropidograph, I. Catrol I. Prior to Iasi 91 !ion-d w Contractor then maks am ON p toroom wmPPtY 2. Spacing of Aeda shat and exceed the maximum indicated on the IRRIGATION SPECT Fi CAT10NS Kueffel 8 Esser,or Faber Castell. The dimensions shall be made as resulting from the repairing or replacing of such defects m can additional toms to the Cay. We Wiritt.: shall nuke such repairs or replacements within a masorahle lime,a determined by Ins City, lines,routing and location of sprinkler hells. Drawings. In no case shall the spacing exceed the maximum to be hesori readable even on the final controller chart(sem Section 1 Exe ss n oedmhemiM.conneeiinfosbetweenlbne'utesmileeertrollers recommended by the manufacturer. Q. The original mylar "recon drawing" plan shah be submitted to •fca receipt of written radio. In the event of our failure to make such aspein or replacements � 2. AN leyoutshellbe approved by the Croy of Ranthe Lluewmoonga priorle TERRA VISTA the Cay of Rancho Cucamonga for approval p within a reasonable time after receiptof written notice from the Ca we mobo►ire the Citand the electric control valves shall be node with direct burial copper app prior to the completion rg P y' y wire AWG-U.F. 600 volt. Control wiringinstalled in control wire Installation. 3.04 TEMPORARY REPAIRS CHURCH ST. MEDIAN AT TR. 13717 of the controller chart. b proceed to have said repairs or replacements made m our expense and we will pay de eons conduit within staveharc shall he node with AWG-TW solid c and charges therefore upon demand. copper wire. t tryryP � 5. The Contractor shah dimension from two ITS porrrnssaerst points of iiiiiIIIIIIIIIIIIIIIIillil Pilot wins shall he a different color wire for each automatic controller. B' Vhw supply The Coy reserves the to nuke a to the sprinkler ORNIA JA Common wires shall be white with a different color stripe fix each equipment in operating condition. The exercise of this right by the City shall rad relieve the LEWIS HOMES reference, such as building comets, sidewaNc edges, road PROJECT: `\� �'Q S 1. The irrigation symei shall be connect to water supply POWs) of Contractor of h;,responsibilities under the terms of the guarantee as herein specified. Intersections, etc.,the location of the following items: � automatic controller. Imutall in accordance with valve manufoetntoer's 0 \ M q tomhectiommsindicmedonthe Drawingn. APPROVED 8Y LOCATION: �� jr� i0� specifications and wire chart. In no case shill win size be less loan 3,05 EXISTING TREES - W1TE. a. Connection to existing water Noes. s, 0 � 914. q SIGNED: � o �° 2. Connections shall be made m the approximate loemfon(s)An we on the CITY ENGINEER. .RCE N0. Z 4 9 5 3 b. Connection to exist' electrical � UC. NO. 1283 Wt^rot occupy Drawings. The Contractor is respo n ible for minor changes caused by Where a n necessary M excavete djacem to existing trees,the Contractor dsaN rose allpesslpk Drag pow, hal 2. shall to the sena teereA and shall los iusstalled along the ADDRESSED: at X13J�b n sena route as pressure supply or neral lines wherever possible. actual site conditions. care to avoid injury to trees and tree mots. Excavation in ureas where two(2)inch std larger DE SIGN ✓ REC�`tdNEN0E0 C. (este valves ! +c rods occur shall be door by hand. All roots two (2) inches and larger in diameter, except DAI PRUNE: DATE OF ACCEPTANCE: 3. Where more than nese(1)wire is placed In a trench.the wiring shell be C. 13attrteal Supply' directly in the path of pipe or condos.shall be tunneled under and shall be heavily wrapped MC and Concern. Ltd d. Routing of sprinkler presstio Nnes,dimer siert max. 100' 11 loped hogether at intervals of fifteen(13)feet. with burlap to prevent scarring or excessive drying. Where a ditching machine is run close `' 1750 EAST DEERE AVENUE Sr4E E T along rot"). _15%0 �. 4. An expansion curt shall he provided within three(3) feet ofac each wire I. Electrical connections for any vend ON automatic eohhon lteshall he made to tires having roots smaller than two(2)inches in diameter,the wall of the trench adjacent OR A W01 to electrical points)of connection as indicated on the Drawings. to the tree shall he hand trimmed,making clean cuts through. Roots one(1)inch and larger LP SANTA ANA CA 92705 9 12 •tl f �F t��p�� connection. E each electric curl shall be valve, sufficient loth ol each splice in d'umtter shall be painted with two coats of Tree Sea),or equal. Trenches adjacent to tree PHW (714)250-4822 -- � a. Sprinkler control valves. connection m each electric comm)valve, M that in case of repair, the • valve bonnet may he hmtaghl to the surface without disconnecting the 2. Connections shall he made m the approxi not location(m)shown on the should be closed within twenty-fimr(24)hours;and where this is mot possible,the side of the C HE CK E 0 -TD DRAWING MO f. Routing of control wh iv and locations of all splice boxes. _ Drawings. The Contractor is resoonsihle for minor changes caused by trench adjacent to the tree shall he kept shaded with burlap or canvas. A C E NO contml wires. Control wins shall he laid kposely in trench withart actual site conditions. D.D. PAG ANO DATE pllE h[10 � /aa. stress or stretching wire conductors. "" -- SHEETZ30F26S 1 f NOTE: CONTRACTOR SHALL PLANT ALL TREES PLANTING LEGEND WITH ROOT BARRIER PER CITY STD. �L. - SHRUB LEGEND b 'c{-. - ESP. ESPALIERED GAL. GALLON CONTNINER SYM.• QN• SIZE O.0 BOTA141CAL NAME .. COMMON NAME G.C. GROUND COVER HT. HEIGHT EF �O 5 GAL 3-p') ESCALLONIA HYBRID DWARF ESCALLONIA L-.A. LANDSCAPE ARCHITECT "NEWPORT DUARF" LANDSCAPE CONTRACTOR MIN. MINIMUM i PTW i4L �•-o� PITTOSPORUM TOBIRA WHEELERS DWARF _ M.T. MULTI-TRUNKED "WHEELERI" ' O.C. ON CENTER RWD. REDWOOD S. L.A. SELECTED BY L.A. T`I � I a�L -� TRACHELOSPERMUM JASMINIOIDES STAR JASMINE SPEC. SPECIMEN SP. SPREAD LEGEND NOTE : QUANTITIES SHOWN ON THE LEGEND ' ARE FOR BID PURPOSES ONLY, FINAL QUA14TITIES OF PLANT MATERIALS INSTALLED SHALL BE GOVERNED PLANTING KEY • BY THE INDICATED SPACINGS. ' _ TREE - -LEGEND SYM. QTY, „ SIZE I L S 42" C 0.6. 80TANICAL HAVE C01 MN NA. - I LT LEGEND IIT LIST OR SIZE OF PLAIIT MATERIAL LI 6 6 20' LAGERSTROEMIA INDICA GALLON OR BOX SIZE CRAPE, MYRTLE ' ]QUANTITY t1F PLANT , • LL► 1 taco .. NOTE: REFER TO SHEET#4 FOR j Q(i PLANTING DETAILS R SHEET# 12 GROUND COVER LEGEND FOR PLANTING SPECIFICATIONS, rc j LirQ PLACEMENT OF TREES SHALL BE USE A 4" THICK " APPROVED BY THE CITY INSPECTOR, COVERING OF COARSE GRIND SHREDDED I ; ,� TRACT 1 3 7 1 7 MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, • IJ ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED 1 y /►��' EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR �[1 O �� TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. I Q =J Cr V a SHr IOW _ CHURCa� N CL IW� W < . j 1 r • 77 ui ul :: - STREET, 15 • 1 W ......... W - LZ Z 3-IS -, Ilow Q — OFFICE PARK SCALE 1":20' RTA tAQf� �� _ �;� ; DESCRIPTION OF REVISION DATE A CITY r •;'�'• _ VNI �Ir" , �," i= ► ROVED .� : .-T��.�� ., .� • � - CITY RANCHOCUCAMONGAu OF ` (r y�s � �, C S. � MISSION �� TERRA VISTA • F CHURCH STREET MEDIANS •c ' ; - NSIT z IT AT TR. 13717 MOUSING ,f+v VS 5 83 ACRES o '` [ PLANTING 30.0 D-U./AC. �� NG PLAN j: ►t �EA� P�FOKriIa ��Na "LEWIS HOMES i .�, r,` I M sc,� APPROVED 8Y: i , V..F..... w h 1 , �o R� sq .�� DATE u' , �� , CITY ENGINEER Ali �� RC.E NO. 2_ 4953 . BOULEVARD f'' g DESIGN �.j ��T • ' .., LIC. NO 1283 1_d` ND LTD. RECOMMENDED FOOTHILL � I/ �• OAT DRAWN OW��"M SHEET .- KEY MAP `-sab AW, CA� 10 12 (714)250-4822 Fax(714) �l'IjE OF CAL��4�N CHECKED ORAWI^IG NO- R.0 E. NO • - / 7 —7 / I• H � DATE FILE NO _ PROJECT SHEET NO.2ilOF2.6 TREE LEGEND SHRUB LEGEND Sym. QTY, 4• `SIZE • O.C C. BOTANICAL NAME COMM NAIL SYM. QTY. 1 SIZE 0.C. BOTANICAL NAME COMMON NAME I ESCALLONIA HYBRID DWARF ESCALLONIA LZ � Is ,ZOr LAGERSTROEMIA INDICA EF �yO 5 GAL �p CRAPE MYRTLE _ 'GJ�7s mal ,eFAr "NEWPORT DWARF" PTW IGo 4-t PITTOSPORUM TOBIRA WHEELERS DWARF "1;HEELERI" O TJ ► GA TRACHELOSPERMUM JASMINIOIDES STAR JASMINE LEGEND NOTE: QSHOWNITIES HE NOTE: CONTRACTOR SHALL PLANT ALL TREES • ��_ _ LEGEND ARE FORBIDTPURPOSESONLY. TFINAL WITH ROOT BARRIER PER CITY STD. QUANTITIES GO�ERNEDPLANT BYMATERIALS INSTALLED PLANT SHOWN -' 4L b 4_4 r4. SPACINGS. • ^0 L tv, v _ • _ � A MISSION PARK PLANTING LEGEND • _ � _ ESP . ESPALIERED ` GAC. GROUNCONTAINER D COVER HT. IIEIGHT ----- — f LANDSCAPE • _ L.C. LANDSCAPE COUTRACTOR *:. MIN. MINIMUM • r • _ M.T. MULTI -TRUNKED 0 . C. ON CENTER S . L.A. SELECTED BY L. A. STREET O LI < < A SPEC SPECIMEN SPREAD 1� R " X _� at I-V 000 a — x PLANTING KEY - z OFFICE PARK � � hz a? SEE PLANT LIST OR _ LT LEGEND SIZE OF PLAUT 14ATERIAL 'S GALLON OR BOX SIZE = QUANTITY ()F PLANT = MATERIAL gap an NOTE: REFER TO SHEET 4 FOR PLANTING DETAILS a SHEET IX FOR PLANTING SPECIFICATIONS, LA MISSION PAR — PLACEMLNT OF TREES SHALL BE K APPROVED BY THE CITY INSPECTOR, SCALE 1-= GROUND COVER LEGEND USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED W G MULCH AS MFG. AND SUPPLIED by BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA, (714) 631=5466, OR CITY APPROVED EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR �v Z T PURCHASE FOR APPROVAL TO CITY INSPECTOR. HU _ II - k w = o t )[ Y STREET > _ � 4 � '�" r ►a Y x x c • Y M4 VACZ/ LL — O_ r C J ul OFFICE PARK �i�' '1j r� a 0,. » ...'Y.1i�!1 .�. •r .\.11 it 1� �c�. \ ifK •�+\'6- r7 Ai . t ••/ �� Q , _ - �` SCALE 1's20' f-- '3 '� �'� m� -.,�� — s�,.�+, .OIET�A GATE CITY x _t1tI! 2 �.'� \ Z DESCRIPTION OF REVISION ' Y ` ? + �`� Vis'._ :? Z Z APPROVED t X11; �'.r'iv Ing. + f 4 �'^j�u l ►�.Tp1Z'J°'\ . 4 .� •�R.�.G�► —J "W 'n, .��17':f,+�s�.::r�`N�•�, � L�" C�� CH a ' �.� . .�i.; � �� -� CITY OF RANCHO CUCAMONGA K — �M. <.-, SCA MISSION -< � s_ 012 a isTERRA VISTA [�ENSITI�!;�. n IT FT C ',r ` rr� r' ,If"'If C• I HOUSING ^ 1�� _ CHURCH ST. MEDIAN AT TR. 13717 175 UNITS • ; ° F:r '; r .�St '.,' 5:83 ACRES r �xf 3 0.0 D.U./AC. ,,,, RK-W r PLANTING PLAN .\4 .lT,-•Y.fSf '�f�'�f-,Y•+ •*••�`fes. CM E 6 1 C A s P� iNIA 9ir ' . OMES 31. � APPROVEDBY: LEWIS HDATE: c`R �� /C•-'P�f'yt. f_ ° �1`_ `tr CITY ENGINEER RC.E N0. 24953 BOULEVARD 1 F' 1 FOOTHILL g DESIGN —� �•T RECOMMENDED lillillIq Ij� , ^ LIC. 111 1?E3 ,r LAND� ��, �T� ' b-13�'� B �� L&dsmpeArd*dum Plamft • KEY MAP QUADRA SOUTHWEST,SOUTHEAST EASTANT *o� DRAWN iv flbOEag&%preAWnW SHEET , sl .! \P D S manta Ana, CA 92105 11 of 12 9IE ��C CHECKED (T14)250-4822 fax(M)X2-2 DRAWING NO OF CI'L R R.C.E. NO ?71 B �� DATE FILE NO PROJECT SHEET NO.2SOF &26- f ,. . , A - • . �. r - - I f y. 11 - - _ • ,I - .f a , .. i' CONCRETE 1 CONCRETE FINISHES E. Plant list - Is indicated on dra«tugs. 14•Rr"VMS, SHAUIM AND WOUND COVERS •. itrtflitati0n"- Fertilize ahead (X) .eddies after planting with ' FOR CONCRETE INFORMATIONREFERTOTHE STANDARD SPECinCATIONS eat surfaces shall De screeded. to the required levels and slopes A. Vines and shrubs snail be planted to pits 2timestheiNidM pounds 1�� per 1,000 sq. ft.; fertilize thereafter every FOR PUBLIC WORKS CONSTRUCTION(GREEN BOOK:EDITION PER THE F. Sites of Plants Shal l be as stated on the Plan: Container of the root ball. thirty (30) days. en any excess water and lotto ce removed. Concrete shalt be stock 1-gaTton, 5-gallon, anA f5-gallon) shall have Deen gro«n CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201,303, AND 400, acted with a grid tamper a, ' then floated to o true level s ,e in containers for at least one (1) year, but not over two years. , WELL AS ANY OTHER SECTIO NS RELATED TO THE- wi the tolerance of 1/8" al,•q a 10" straigr,t edge. C. appease ♦ne Pe;d Control - for control of slugs aM 'snafls, AS apply pelletized testa ctinm arsenate 5X by weight and G. Dstitutions Substitutions for the indicated plant materials metaldehyde 5x by «eight as per (manufacturer's recommendations AND POST INSTALLATION OF CONCRETE WORK,MATERIALS, LABOR,AND See p for concrete finish in landscape areas. w De permitted provided the substitute materials are approved •Y t«o (2) weeks after installation. • . . CLEAN-UP.THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS in advance by the L.A. and City,substitutions are made at no • CONSTRUCTION IS AVAILABLE FROM: BNi BUILDING NEWS 11. EXPAN JOINTS additional cost to tie City . Except for authorized variations, for control of cutworms and other soil insects. apply Metro 3055 OVERLAND AVE. all substitute plant materials shall conform to the brand soildrin as per manufacturer's recommendations two (2) LOS ANGELES, CALIF.90034 Placement o pansion joints shalt De as directed determined by requirements of these specifications. If the accepted suDstitue weeks after installation. This product contains Dieldrin, layouts cf sl iarkings noted "E.J." on drawings. xVa^pion 3oint materials are of a less value than those indicated or specified, B. Prepare a depressed «alar basin •s «tae as plant balls at each Lindane and Phosphorothioate. " . (310)202-7775 material small Quick Joint, or approved equal as noted to the Contract price will be adjusted to accordance with the plant. Mater thoruuyhly, backftlltng a►,y voids with additional Plans. provisions of the contract. prepared planting mix. I Exterminate gophers and [moles and repair damage. GENERAL N. Plants Not Approved - Plantes not approved are to be removed from 0. Prunin - All shrubs an0 trees shall be pinch Pruned as 1 Z. PROTECTION t. Gt�oune Corers --� All requirements of subsection 3.31 standard specifications for All finished concrete shall De bare dad to pedestrian traffic sate immediately and replaced with suitable plants. The L.A. necessary to encourage new growth and to eliminate rank Sucher Public Norks construction, shall apply except as specified herein. for threes 3) days. Bar des small [laced Immediate) after and/or City reserves the right to refect entire lots of plants removed. Old flowers, and dead folia a and litmus shall b! l y y represented D defecf've Sam les. (1) Pits for flat sized plants to be at least 6"x6"x6". Ground 9 e � concrete finishing. Conte or shoe rr,Sh, place, and remove all y p Cover areas shall be moistened prior to planting. NO flat removed. NO major pruning Shall be done without the approval Of 3 ATEIIIAL3 of hes own barricades. Con tnr Df- responsible for any e. F�RTiL ZMS AND � �1,� Plants shall De planted in dry soil . the City maintenance inspector. A. eleoma cement shall conform to ASTM-CI50, Type I or Type 1! . damage to new construction an cr;trnt or repair of the murk E CONSTRUCTION AN L I G D HEET*4. . snail be made wtthuut added cos erre City. Pies of all soil antmendments, sod and plants snarl be subr•ttted f (2) Set plants in center of pets so that cro«n of plant well De E. Needing - All planting areas including lawn, grovndcovtr and level with finish graQe after settling of soil , then Shrub areas shall be kept weed-free at all times. Needs shall 1 tion and stored one the site until furn,sn,ny materials of backfill and water. De dug out by the roots and disposed of off site. B. Crete aggregate shall conform to ASTM-C33. . 1 3. PATCHING col. Delivery may begin upon approval of samples or as , l by , C. N r Shalt De clean, free from strong acids, alkali, oil or organic L.A ar City. (3) Flatted plants small be well-rooted with runners at least Upon Completion of the 180 day maintenance period, the Contracot ' ma er. If Patcniny is necessar d perm,ssiC a bonding ager • such as 4" Dut not more than 6' ,n length. malt ferttl,zr per 126 - Lawn Maintenance and 12� Groundcovers , Mr patching or equal, : DP used A. Orga rttlizer shall be processed sews dye wish a and Shrub Area Maintenance of these specifications. p. Adm Lure for all formed Concrete shall De SIKA Chemical Core's minimum ^t of It nitrogen and ?t Dh Acid sin• lar to 15. TREES AND VINES OCCURNG PI LAWNS "Pi invent" or approved equal, applied in script accordance «tth "Nitronumas etnoA Of processing s destroy normal 2 6. GU AR ANN E AND REPL A C MENT S . mina tuner's directions. 1 4. CONCRETE S oacterial tortor . •Trees and vin( occur, in lawn shall be planted before final E. Reinf ement: reinforcing steel ASTM-A15 and ASTM-A 305. Construct c,,ncr ,urbs at lu(o-t,uns shown or, r.s as detailed, g. v trpgen staCil,re, tt oe b,.lk, with the following prep +ration of those areas. A. All shrubs and grounds .r' shall be guaranteed Dy Contractor as Niref tC: ASTM-A185. true to line grdde, as approved by the local rty Or City. Use nitrogen content Dazt . grit • to growth and heplth for a period of ninety (90) days after natural gee •Hand cement ,uncrete, :600 est ru ,,,sive strength. I6, CAREOFPLANTSMT•* AND acceptar,e of the specified maintenance period, and/or final locate e■ r ,mints as deta,leA n' Shown, and a ,vetted, at �"lc�l'y acceptor P by the city. All trees uG to 20" Dox sire small De F. Forms _ interval t l0 exceed fifteen feet Ile o finest w ;Leel 0.52 far Red«OOd S • Plants Shale not be ellc.wed to dry out bef,,re or whsle beteg i•sdnted guardntef- ' by Contractor t0 live and grow in an acceptable Shall be "construction grade" douglas fir. trowel r Gruen with fifte n brush O.T: for fir Sa Keep expose, rocas n.Ctst Ly means of wet sawd,st, peat MOSS or Durl•p at upright pc ,ttion fur a period of six (6) months after completion (?) Pl od used for forming shall be at least S,P," trick, and Pay parol el t(" `d,,• edge 1.Oi for Bar •e Bark Or t' rr all times during planting ,,k•erat,ons. Uo not expose rontS to the air of the specified maintenance period, and/or fine) acceptance by sea . 1 S. C N except wr.,le being pldted Ili the grc,nd kltlted plants, whether to plf_e the city. Trees in 20" boxes or larger, and a 1 fie d grown Salin t sdtarat'vr e•trdct c 1� pct e..eP,i or not, will not be arret'ed and Sha i Ge replaced at the Corfra(tor's specimens shal '• be guaranteed by Contractor to live and grow in G. Expansion int filler shall conform with ASTM-01)51 ipremr.ldedi' r ,oVJ,let',•n of all cOo,rete mark and bef-f- find' at .,.',I 3. 1I.1.s cm at Z5C expense. an acceptable up'tght position for period of one (1) year after completion of the specified maintenance period, and/or . _ _. .I- r !rd(tGr small rerl,0't all tu.-,ls, su•pla, nater ',l , a;;,.,dr.., 17 WATERIJNG9ASNS city eCCeptaCe. 4. CONCR CeG,-,S, etc . , from the site and it--,- S'itf• Shall be left ,n d t),•a C fertilizer shall be delivered in sd,ks witr ma, ,`a.' . - • A. Udtli neat c 'ditl0l, d,_trptdble to Ctty ` � Y ;'�w•r; wP•.nt and dna'.s•s alts,-neo to dare i, k A. • ;tract d firmly compacted moo^d of soil around each tree and B. All plants that Show signs of failing growth at any time during a (1) Lontrac• assumes responsibility for the design mix and �, STAKING MATERIALS part t t, rq: a metering netiir at the edge of and fc'l�,wing the the life of the Contract, includic- the maintenance period or guarante the specified ultimate strength as indicated � ••��tr�n�a w I•►O Tr� ttr•Ts11►k shape of the r larger pit dtd Mounds for treev avid d s eines those plants tn3ured or damaged as to render them unsuitable for , LrsIrVJC V Ir1lJV f M Vrue ',-ye:lir r larger ;,nte"�ers, otnr+-wase see ,f led Snell be the purpose intended, shall be immediately replaced to kind and t ipecifie erein. A. -v'^`. sro'' be as 1•e' Jolla''Jr•a' (2) Concrete, nimum 28-day ultimate strength spall De ?Ov s,. 1. SCOPE at '• a.t 3' rtgr M;,,,nds for all other tet-rs, vines or elect- size dt the expense of the ontractor. (3) Ready-mixe concrete shall conform tc ASTM-C94. B. f,r noldirg trees shall De as per dela,' not u terwise sGe(,f,ed snail De et least be used Exca.t•Pd The work of this section includes al . labor, materials and equtpmert t earth, ,f capable of rete ring water, may be used Ar,y C. Contractor shall. within 5 days notice hi the City ril!easoMve and SettlPmPt.t witr,n the basins rett,niny water shall to refilled replace all guaranteed -plant materials which for any reason fall �. Prortions and s;stenCy required to complete the work indicated On drawings. Tne work small De i Q C#IA DING AND SOiL PREPARATION t( the required grade with prep red soil , ar.d ad],t,or,40 to meet the requirements of the guarantee. Replacement shall b! performed in accordance with the Vest standards f practice relating to n,truyer• stabile a ed sawdust worked into tnP surface as required made with plant material as indicated or specified for the (1) The proporti Of aggregate to ce•tent shall provide dense the various trades and under the cortinu;w% supPrvis'or r,f a competPrt A ,.r'•a,', , ' t.' f,r'i• ,;race «helm I iltl- cf a foil' or I" to restore the mulcted Cor:clition 11 original planting, and all such rtplecement materials shall alt mixture whicfi ill readily work Into all corners of c forms foreman, capable of tnterprettng the drawings and these Specef,eatior.s. be, w pav,ny where aev'r e•,sts guaranteed as specified for the original guaranteed materials. and around al einforceMents without any segregate of the the work int luded in this section ,s as follows g. MpiSLure Content Tue soils snail not br «orked when the B. At the entl of the 180 day maintenance period all watering meths materials, cau excess free water to collect on t surface or moisture cortert is so great that exCessthe com;idct'On Will in lawn areas shall be leveled to finish grade and the area Z T• CLE AN-UP cause excessib bleeding of the forms. f,m sh grading fpr planting, pati presparatton, fert,l,zat,or , planting, occur, and not when it is so dry that '.st w,11 form in the air shall MULCH - , includirg lawn, mat^ten8nce, inspection and (ertlfl:etl0f",, gudrOnlePS, pr fuel clods well net break readily. water seasi De avklieC if Upon completion of the work in this section. Contractor shall remove all (2) The recommended actices Of the American Concret Institute Clean-up, Staking, guying, and esparlivring, mistellone w s allowances ne.essery tp Dr`Jv,de ideal moisture centert for till.,nq and for • 18. WATERING rabbi'• , trash and debris resulting from the operations;area remove disuse0 shall De followe to all applicable procedures. a maximum Fldnt,.tg. equip•'.•nt and implements of service; legate entire area involved in a neat slump shall not eed three (3) inches for foo ys, slabs A. Immediately after panting, water shall De appi;td to lace fret and d,ceptable condition such a5 t0 meet the approval of the city. ongrads ane mass ncreteee (3 (i inches for gs, Slabs walls. 2. APPROVALS (. Gre?imih.d�Gradtn9 - Pre'im,nary Gredtns shall De done ,n such by means of a nose. Tne «afar shall be applied ;n • moderate 26• CONT. D.ALL PLANT MATERIALS SHALL BE GUARENTEED'AGAiNSTPOOR a mer.ner as to anitctpate ,rte f,n'sn grading Ex,ess soils stream ,n the planting notes until toe material about the roots MATERIALS AND/OR WORKMANSHIP'FORAPERIOD OF,ONEYEAR C. Control A. All sprink ,er work shall ,nspe, reJ and' approved pr,,,r tc. the Start of snarl De remevld or redistributed Dtf re aa�licettOr of is completely saturated from the bottom of the hole to the top - dry w(:rk fert'l,zer ane mulch. where soil ,s t0 be replaced oy plants AFTER CITY ACCEPTANCE. REPLACEMENTS SHALL BE MADE AT Of the ground. dirg . The concrete quality, pr rtions, consistency, et , ,s subject to and malcn, allowance Sha De made so that caner speciffirlshied d deptm TH S E • approval of CITY , and n manges shall be made w out hes ovine B Prior to excavativr. fu. planting ur placing of slakes, locate all has DPgun, there scall De no deficiency it the specified deptti g, Plants vfn,cn cs^not De watered vfficientty Mith the e.x+sting XE1�IS��P� A�S ES S M E NT SYSTEM SUMMARY PP r „k 1, , l i ne., hr id' , v a l f f 5, written approval. util,tiez, PIP, a cahles, :nduit'., sir of mulched plart,ng Deds water system shall De watered Dy means of a nose. and valve Curirc,l carve;, and a ' ut'l ,!v 1 ,reS sc, tf.1, proper . precautions md- be taker nut t0 dd^ayt• i,., h in;-r,�ve^;erts :r the �• ,edtr - alfOre end during preliminary end flntSh raCtn', all i?OINTB REFERENCE . FORMWORK evert of a (or,f',cl De•w'cr s _^ res +, " ;lar• '-,;o'''rs, pro^ptI, y y 9 y C. Apply water in sufficient quantities, an0 as often as seasonal weeds a^d grasses shall De dug out by tut routs end dispose) pf condttiOns require, to keep the ground wet ai all times, well CLAIMED (Sheet M7Ref.N) A. Forms for concrete work Sha be either metal wood. Forms that not `y the City ',rspe,ty' wt-, Sy,d' ; artar.,le f,,r re'„a"u• fir arc off site except those weeds and grasses dot of the oeren^,a1 i LANDSCAPE FaoiMValue pr the (then. rd'•.. t, � `.r)am ""- [•' - '•d.-"' �,' ! ' below the root system of grass and pTant,rig. Cart is to be [ ] � are warped or that do not na a smooth straig upper edge small not ; tyGe, less tea^ ^ter and not-Dearer; seeds, wrv;r n.av be taken to watering slopes so es not to cause erosion damege. t ln,t.a t,,,- tri.• r..,,, r.,.,G,, ,, {v, a, r, „w' f-..t• • ; .far F. Water conservingp}ants.[20]. �� #E�o�/� be used. Forms shall De set th the upper a of the board true to tarried �r'••r Od's m,:rP.inar :-;•." r,yh and n,�t Cr;r•' .; seeds d, •-r-,�d'r', f • t;, - ,' '' f ' '' w 'k r�' ' "' "'"' may De turned urate. Pere•,rial weeds and grasses '._ De relil;ved p. Foelowinq the planting of ground cover plants furnished in line and grade and shall De s Pd rtgtdly ,n lace with stakes set 2. TiuflimitMto2S96(4396trsidemial.[20] /e�t not mere.than four feet (4' ) rt so as to din immovable seclude, oat are nc' linseed tC, the ,fi 'luw,ry flats, each plant shall De t,pmedtately and thoroughly watered Dy /� throughout the construction. I forms shoe Ge approved by CiTY means of a nose with a slow-running stream of water. within a tolerance dt one pert (1X). Al atertals shall be ��QUANTiTTESANDTYPES Nut Grass Punct a kine Dallas grass Mustard Ple^t 3. Plantsgroupi�hyixrateringneed.[10) �Q /OiL /� accurately and separately weigh and mt: small continue until A'fa'fa �chrs ,r („-ass wire caped ' Mcrrin„ G'nrY 19. MEESTAKNG TREESTAKiNGPERDETAi!i.bSHEET4 the distrlDutton of materia] is form an ne mass o` concrete is Dlart metrrla's shall ',e furri•red ,r. the luertit,es at:d :"a"^; a S: A.y•.st•nt uras'. d trees at time of planttn D S Pen. able pant g[ ]� ) [ ] i // 4 Hardscape(non irriga d stnfa s. 10 for each loc�•i-,r and Shari De c,f the sof ,e . k•nd,,, Shown or r, ted �t , r . r + , p, 1 _ eche _ homogeneous- T= r r e n . S _ S,rPS, !LC a5 SvmbcIIzed dra „r aes�r'bed it the ar e.P d ( ^'Ar''rC areas Shd ^f' S:dr`f'FC d JP, .r y. _ t, diose t. ,n f if gena' , dS ind,.etPd Jr the d' tw'rgs he A rias prt': tre,: tr`, ;l „ r lh. P Celle gredtP t^i, 8. T«o and one-n4 (,' 1/2) gallons wale r cuhic yard, shall be r t , f� ,s Dr' real w !r S,a' t :[ ,Ike 'r ra. 6. Low-water turfvarit ies.[S] withheld from the mix et the• plant rd pr a portion moy De added un as, a onver ie, t 'c :or rd.t ,r acd e'..ur'r, n.. rt'SV- r "' , .- ,,.. -rr tr• - d, •ry ,.r ,. ,•tr ,i, . c �j • to the mix at the mix atte i. dere d ILA ee lnsk' tr•. The accuracy. The ia^': ,,aae r:,r•rd ,0r 15 !( vet 'fr d' ' Siff, a+ ' c. t ,' �. ,� A' . rC,t a^J dt:'r`s ^vre thdr c „ J d"Ler 5►a'' ESPALIERM 7. MLFChprovidedinnon-giOtlildCO�ETarGaS.[S] 7 0/0#A- Concrete ;hall Oe mixed at least 5 s a*tPr Such water is added nuanttttPS Le -e,, vCJ f•c, t^r 5' c' ��• and not less than 3 m,autes of tui, .nail De such w ter i padderItir All trt•1is-s arJ stakes are to be removed from plants and the plants 1!. Soilamendments.[S] `> *4 • t0 the dtSChdrge of the Dtttrh. Tota , Ing tine after adding 4.VERTFICATiONOFDiMENSIONS ANDQUANTiTiES Ir,rrh, . :f s.-k,e. ,este-, ,i --sta?'P' after y'dJli; Ind shrill De fastened dnd.ti'd sed against fP^CeS Or wdi1S aS directed Dy the original wafer shall De at "Past 1`. rS. fret' , ,,, , r••C, •ra ,,.: e, .r tr,' ta.•fl` CO.— Total Pei.itaClaimed: 7O .{" r r lr^ w••t are w _rk , Curtrectur Dimenstuns re dpvrOr,4:dte. tr f ( JCPPd y S^J' Dr rt" r' ,, lees' reC '^r de;^� S;F. ''ie LhP i n r:ttt,eS and Srd'e i'M,rd,d•r y lnf rn . C. Concrete which is not place^ within ,notes after the tntroduct,on shall verify all d'n,rnslOnti d d Vad � -••,;u•••-^, t. ..."f:r•• ti t^�P SpPC if scar`.'ns 41•CEATiF1CATES [Minimum Points Riegtritsd: �� ' Of cement and water, and cot rete w ,as stood for 30 minutes L A. and City of lay ^ S,'epar. ,f'. Dt!wce, rr„ 11raw•ry`) and after leaving the mixer, shall not d. specifications and actual c-ditions NO work shat' Le dare ,r any Bred 1 1. FINISH GRADING where there is such a discrepar.y until app'„•i' f,f Same hds 1,ver g' • In addertitior LO dry pacer certificates b sk material. Contractor seal furnish [[ ]IRRIGATION [Point certificate with each df''svery of bulk material, stating the source, [Pb1M Value] ' 6. CONVEYING AND PLACING by L.A. and City. Wrier pr, '. i' •rary'grdd,n.;, in,; ,d•ry weedir at'.i. fe,t,ll.lry, has bre^ quantity, and type 0f material and that the materiel conforms LO the 90 i o-� 1. Low Mona irrigation r .,•� ',.,.• ,.., •,r ra. Jr t.: s..•••, •,r•'. t,, to •e,i!''y wc'k(J, d'' specf,catiov re„atrements nor bulk delovered Oragemc fertilizer, the !� 6a [ a . A. Before pouring, all forms shall thoruu ly Cleaned and made tight. 5. INSPECTION •law, anC pl,,tlr; .frt.t> She ' to yraJed tc the ele•at,'fs ,r.dicateJ ,r Certificate shall also State the volume, net wetgmt, percent of Nitrogen 'A + The. bottom of trenches shall b(• AOwr re puurtm; fuuttcys, the draw-,. Grate, nc! JtnPrw`ie +rd'ca•ed s^all hP f,,r•r levels or and percent of Cnpslihorlc acid. " For each fertilizer and soil 2. Automatic eOntroilCr.[20) r1W S h 11 n b mudd dt the me of p n Cc,ntretP shall pct A. All ,need t rr Snd)1 be 1adr by l .A. and city. Ccntractnr SRdll 5`,,pt. :caw<er ;.ir!� wt, ', , al' _ art i'.i'r• M d,",,sl•'ei' ` ear S o of e y 9 , r Ae s ,n advan,(• , f the t,mf, (ondettnner, to containers. a similar cert,f,cate ur invoice Shd be 3. Designed to water plants by wateringneeds.[I01 ) Q # 5.4-(0 ea placed until reinforcements, w q►r hard r, anG forms are requPs! 1nS;iPCttOr at led , iw y f,n'Sn .'•it, -, saal' be 'cede a' ,rr, d'. e t'„r :f tee it.. ,• re.lutred furnished stating total Quantities by weight and volume fur each approved by CITY inspection is requires. material . These certifi„fez shall be submitted to the L.A. and city • Ftnt,►, dr Small DP d SrO:'' ev:"r ..nC urif�r• plane w''t_'t dOr:apt prior LO t'c Start rf the :rtdintPndncP pE'riOC 4. Soil moisture �Q 8 8. lespecttOn will DP rl4usred for the fpllOwing parts of toe work Z2.PROTECTION , B. Before depositing new Concret ga-inst old co rete, all laitance Cud^,e c ' i-dtel .. s_e' arras ad,a,e ! t.' * be 1 -le t, a .Jw tl natural S. Rain sensors.[S) _ . shall be removed, and the sur cis roc hened ex ose the emGedOed cur, ff ,f water , dr- s.If . r 1.a,s I Sr.r De "e.ted a5 ,ndrur '. ur a re ate. The surfaces Sha then Degcovered stn cement grout, (1! burin,; f•rtSn grad" and sur' p"';nrati0^ inf drawlers by re•,'r1• ' 'r : Sur' ,.P1 f; fai,l,t,:'e '.he rJ'.rd' "ear-Jff' lOrtrdctur snall .carefuil, ♦nd continuously protect alt areas included in 6. .Windsensors.[S) � 99 9 of .wafer ,,,w sp"ts ai.d p. kFos ,,,.all be ove ,rct• be Jw yrJde of the Contract, IncluAtnq ptart mdtertals, fences, supports, etc., until _ using the specified mix wit 2 of the course yregate omitted, (2) Plants, after deli.er, to site and prior t0 planting. . dd�d rat ;,J-Tent , dry ktnC q tt +ll Dr dtnp wmer 5 'l ?S et final dC:rDldnte Of the w,rk by the L.A.- and city 7. .Sensitfvetoslopieft of .[s) � 1-1/2" thick. ft' y O{t a^ n,0 .lure , ' t,•rt r- NJ,k,r. _ (3) when vines, SnruDS, dra trees drP 5pr,tted far planting, tut 23' • .� 'J a. Rxlaitnedorreeycledwater.[S] C. Conveying and placing of c rete Shall be done es to prevent planing teles are n,• ex,a.ater,. M cE'[IT� - r . separation of ingredients nd• in no Case shall t free fall exceed + { 6 feet. Tremies shall be ed as required. Surf s of concrete (4) Spec trees at s ,ur:e, befu,e de lvtry A t , Ira,,or scall maintain • Sufficient number of men and TbtalPoints ClainlCd: shall be kept reasonably vel, with a minimum an, l of concrete 1Z. METHOD OF PLANTING AND WORK PROCEDURE adequate equip ,rt to perform, the work here- specified. Plan y being allofred to flow of r being placed. Placing alt De (5) Lawn areas prior t0 p'int,nq maintenance car shalt bonelet u' a[. ,Ing water, weeding, [Minimum Points Required: 60] performed as a continuo operdt,On until earn sec or is Completed. A. N plartinq shall DP pone until dl o;;rr : ries it ton;untt+on Carl'g for plants, lading groundcovrr5, Shruts and trees, (6) Planting areas pelt to planting. with the tnstalla•'oc o' tfP ear}nkler syster eve ^Pen edging, aeras nq, ,nd mcwir : df lawns; f%rti'irinq and (ontrol. a. Concrete shall be spad and vibrated with mechantca vibrators to C corplet, d, final grades rave Deen estaL'ismed; Cue xntiny areas of Vests and-OisPises a maximum Subsidence, thout separation of ingredie The moving All landscape (onst- .01 0n items, pri,ir to the :tart of the ha•e Geer properly gradtc: •and prepared as zpe(ifl and tnr of concrete by vibrat will not be permitted. calendar dog maintr ir:,P period f"final Inspe t,,.t: «nrk approveC Dy the rlt,. B. Damage to any planted area shall De reDatred imtfredtetely. - Depress,ons ca,. ed by ver,cles or foot traffic shall be filled S� (8) At completion Of 186 (tlenclar div mdln!enanct• peric,A ,"Final g, Tne relettve position of ill trees and plants is SuDlect to with topsoil, ••velP•d, and replanted. Extern,nate gophers and _ ` ' Mo,ntenanct Inspectiof approval by the City an•^. Shall, tf nPcessarj. be relocated as males, end repair damege. _ A. Grout shall bt c ed of one part Portland Cement and o parts of directed as part of the COntrdrl fine aggregate Dy ume. Materials shall be mixed dry d water (q) lnspect,on reports shall tte mode for earn tn'.pPd Corr by toe C. Tne a^tire project shame De maintained fora period of 1pl days added )use soffit t to make the mixture flow under Cts n weight. L.A. ••d one copy Sta be suDm.ittid t:, city do Contractor. C. All ptwnts'snall DP removed from U ht' container and set so commencing from the t.me all items of work have been complete to + ' that, when s(•ttled, they Dear the same relation to the required the sattsfectton of I .A. and city. t. For dry tamp c grout, a minimum of water shall De ad to the grade that they Dore to the natural grade before being . mix so that we et sample is squeezed hard,in the hand, rface transplanted. Each plant shall be [ 'anted in the center of the D. The protect shall Dr cared for in a neat, clean condition at all • 1 mOiStyrt, Dut a vee water, shall appear on jhe Sample. not mix 6. CERTIFICATION pit and backfilled unless otherwise •.peclfieJ, with the prepared +,w.s to the sdtisfar[,Or of riry anA [ .A. ,• mar! than Car, used ih 30 minutes" Prior to )oD acceptance, written cP/tilicattonr snail DP subm tted to the soil. No soil ,n muddy condition shall be used fur Oack.ft coke t No filling will De permitted around trunks or steno All broken Z4.LAWN MN milk" + [ e. CURING A PROTECTION city for the following t�IF't � or frayed ro 's shall De properly cut off. A. Quantity and Oueltty of Cortailrctal fertilizer and Organic A. Maiertny - water every Qay Once per day for two weeks and - A. A11 exposed faces of concrete shall De protetted from dams due Fertilizer. D. L.A. and,or City shall supervise the placing Arid Planting of all tfierefter gradually redo r frequency of watering to three times CITY ( f to temperat elements, ane construction operations. plants. per week. Contractorlist.11 continue to maintain the lawn untie DESCRIPTION OF REVISION OATS final acceptance Dy the , .A. and city. A�ROVEO B. Qudnitty anC Quality of all $Oil Amendments Called far Dy Plans - E, In the event that underground constructsOn work or.ODstructions , .. burin and Spectftcations. CITY OF RANCHO CUCAMONGA t • __9 are encountered in toe p'ant,ng OpFratiOn, alternate locations B. Fertilizing - Apply 1, -6-ii at the rate of 5 pounds per 1,000 (1) All osed surfaces of Concrete shall De protected from 7v MATERIALS for plant material will ',e selected by L .A. and city operation square feet three weeks after i)tstallatton and water immediately • pr re drying and freshly placed concrete shall De prole d will DP dour at nn extra c0�t to Cety. thereafter. ago' t dash by rain. All concrete snail be kept wet for a Plant materials indicated on drawtngs and herein specified shall .(onform TERRA V1STA 1. . . ,f per of ten days after placing. In order that curing «ate to the following: 1 3.PLANTING OF TREES C. - - - - es__-- Control - Two weeks after instellattn of lawn, ata each both surfaces of walls, the forms shall De loosened apply a granular mi�rcurial fungicide of 1.8: a*rturous ch?pride a afar shall De poured over the tops of the walls and alio A. Nomenclature - Plant names shat a ted on the drawings conform the v A. Position plants to locattens indicated on dra«Ings and 9eeure az per manufacturer's recommPndatton. �� t un do«n between the concrete and the forms. . approval Def ore excavat+ng pits, making necessary adjustments es f Standd�lant Names" established by the AmPrl(dn Joint indicated. _ Committee on Horticulture, Except for names covered there;^, the D. Mowing - Tne lawn shall be mowed at a height of 1-1'2" with a CHURCH ST. MEDIAN AT no 1. 717 ' . (2) liquid curing compounds shall be used in accordance with th established custom of the nursery is followed. rotary mower, equippPlf with rollers, before it reaches ?" in i, nufacturer's recommendations and shall not be used on surface B. Ali pits for trees shall De dug square with bottoms level, the height. Collect grass clipping during mowing operations and , ceiving concrete hardener. !. CAhdition - Plants shall De symxietrical, typical for variety length of sides and depth equal to two times the diameter of the remove from the site. SPECIFICATIONS E TiVE CONCRETE and species, sound, healthy, vigorous, tree from plant disease, tree Dal1.aRpefd@tail. - f "; ' !. D C insect pests, or their eggs, and shall have healthy, normal root - After each cutting, the edge of the grass shall be trimmed to a LEWIS H O M E S ` •' A. Co ate which ig not in accordance with these Specifications, out of systems, well-filling their containers, Dut not to the point of neat y at ll ti line. The lawn edges shall be maintained Y Ii , level, or plumb; snowing structural cracks, rock pockets, neatly at all times. L11iNIA [IQ - f''• ` • I1 hone combin ex osed reinforcin or other dams ed being root bound. Plants shall not De pruned AT AN111ME, and in cP`�E r�Ct( APPROVED BY: i' v. IF s, spa s, y q. P 9 e no case shall trees De topped. '.�-I a DATE' - "�. s faces shall De considered as defective. . n react of all last material shall C. Set plants ;t' center of pit, an a vertical.,position, so that Z5. GROUNDCOVEM AND SHIM AREA M PS �� ,�1 to lAyt� �f CITY ENGINEER RC. NO.62495 �is C. - Dimensions - The height a d sp P crown of Dall will De level with finish grade anter allowing fQr j De measured with Dranrhes to their normal os,ttcln, and shall De watering and settling and shall bear the same relationship to A. watertn� - new planting share be watered once day for two p� �!' Ct DESIGN i / i R ECOM M NDE D nd erre ularities shall De removed from exposed concrete P . 1 fins a li r f all trees shall De Ifl weeks after installation. Reduce watering to every other ___ s B. 9 h r wen s. The ca e o h soil surface in the IL LIC fJfi I,Pf - p� 1-L!lr�aC�lJivl. x �1 "r • n. Nhere atchinq is as indicated on ted a e P r "11 vee D the finish rade that it did to the i y day for the next two (:) weeks. Water thereafter three (3) ,�, -+ . /� urfaces while the concrete is st g iJ H /��p and unfirm Concrete shall De removed prior t0 measured 4'-0" above the surface of the ground. Nhere caliper container. 1 - 4 •�'•""""'►" � � equired, all loose etched with times per week until final acceptance. r n omD;n shall be p of other dimensions of any plant materials are omitted for the r I patching. Minor. rock pockets end ho eye g �L� dry pack Concrete. "Plant legend", it shall be understood that these plant p, Prepare depressed water , •sin as perdetall - i� t 0 R AW N S HE E T materials shall De normal stock for type listed. �� . p .4anta Ana, CA 9M � �or�.�_ , i n - Ali lent materials must nave Deen previously - � �l . ,�Q f' D. I ns ec t o D �� 2 -�� faX� � J -2 . inspected at the nursery by the County Horticultural Department, r I �� Q� CHECKED DRAWING NO and shall be suDJect to the inspection and approval of the L.Aandc" E OF ��_'li�� RCEr NO /� �/� L v `-, s {� "t J ", r before planting. B� s DATE FILE NO a" rf ... .•:_r, . . . 11111111111111111110111111i � --- - ------- ----- - ------ - ------ - -- -- --- - -- - -- _-_- _.- .---_- _ - _ - --- . ; r; - - or, - PROJECT 'SHEET NO.960F Z6 . . �,A . - _ f •r ' I - _ . , /, - I _ _ ,� ,Z . "'� _ / `_ - � _f=_.• J _: ` - . _w �lk�' • J' \ -. +w, ,moi` +ai