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ON,on a No= Eft I"Mft Adft W&mom oft Vr.Vr.LOPr1K V rftm JIM M& BRAD'A Develoaftment Inc. AM Arm Am M M AN % 3194-Cl Airport Loop Drive %MO Costa Mesa, CA 92e2e Tel. no. (949) 8w-iow AWM AN ■ no. (949) 8w-oowMff In AV in AMr in W V EL 0 AM 11L AV AW Im REMMMOM U 1� 16% It 0�m m Awrlk F I I LANDS'CAPE MAINTENANCE D T R I C T 7 NO. AND 10 FOR AREA S/O SCE EASEMENT ON DAYCREEK NO. BLVD, 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 L-1 TITLE SHEET L-18 TREE AND GROUNDCOVER PLAN LANDSCAPE ARCHITECT AND THE CITY, 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-2,1 L-190, . ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-22 PROJ EC T1 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. _ L-3 CONSTRUCTION PLAN L-21 TREE AND GROUNDCOVER PLAN 4. THIS WORK SHALL INSTALLED Y A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY SCE -� DAMAGE INSURANCE AS REQUIRED BY LAW. L4 CONSTRUCTION PLAN - L5 CONSTRUCTION PLAN . CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT ' L-23,1 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-6 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL ,ip f N0.7 RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. -7 CONSTRUCTION PLAN L- tLS®N AVENUE 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS - L-25H AVE BEEN APPROVED BY THE CITY ENGINEER. w w w - 9ol IRRIGATION PLAN L-26 SHRUB PLAN P SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L-9,2 IRRIGATION PLAN L-27 SHRUB PLAN BANYAN --STREET 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THATL-10 IRRIGATION PLAN L-28 SHRUB PLAN ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 4 GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL -12 IRRIGATION PLAN L- ,�-'a, REPAIRS, REPLACEMENT, CLEANING D ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER > COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-13 IRRIGATION PLAN 1-210 — 10. L-31 SPECIFICATION'S PLICATION OF ANY CHEMICALS SHALL BY STATE LICENSED PERSONNEL. ALL PESTICIDE PLICATIONS REQUIRE A P.C.A. RECOMMENDATION. - FREEWAY 11. CALSENSE EQUIPMENT SHALL B INSTALLED UNDER THE DIRECTION OF A CALENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. L-45 VICINITY MAP12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY—MAINTAINED TURF D CITY—MAINTAINED SHRUB ARE — 8" WIDE X 6" DEEP CONCRETE HEADERS L-16 IRRIGATION DETAILS E-1 SITE ELECTRICAL PLAN N.T.S. * BETWEEN CITY-MAINTAINED TURF D ANY PRIVATE-MAINTENANCE - " WIDE X 6" DEEP CONCRETE HEADERSL-17A TREE AND GROUNDCOVER PLAN E-2 SITE ELECTRICAL PLAN * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETEHEADERSL-17,21 MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THEE-4 FIELD, AND ADJUSTED AS NECESSARY TO M FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL B FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 1 I • * ALL PUBLIC TREES SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION, MDS CONSULTING PUBLIC TREES ARE TO B PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 17320 E ILL IT 350 IRVINE, C 214 949-251-8821 ELECTRICAL ;} A,,p g Y .an. a„` , ... .� .4 nx.... k ,sx✓.rw4at PAC IC ENGINEERING, INC.*. � 4: o , o ,. tt, .. °.a � m ',4,.r' ,,:: ,, ,', :;:.s..,�P........ p ,: •.,. % ^wwar � J.> c _`S, a !i. pw.W _ is r.� w C ,,...,-. ..,�w. t w,_, �� I �C s:,. i y -',-.•, r.+ 4. ;E r ,"_. -_ ,* 123 PE T 7 f� L� Al ✓:,; ' •. "" p ,. t� 3 - =^ �T � E�,Ww�: �r,r46 ,{i r.4 .:.,."� +ppVy$� ye ,- .,..,..1..3.......,1.,.,.1_.,.....!__..., h v4r :::`✓, cYtp P t y 1 5� SAN CLEMENTE, CA 7 ,...�, f,}� n tiiG ,Yv"" 1,,..,...-.. ... ...}, }, ::^ t 'k t t �1.P G".`} -218-2828 j� /%� :,n,✓ ," a' ,/✓..ate .....: ,„. ,:,¢ n am e.:...„, :. w`” V'.4 R t :v W r .� h,W" ..?•:r� ,� } �'. � . 't s p'� ,;,.✓ .. '� �' `i ,u i <::xt ��� f 49 ' - .._, e :,. f `S.b.' ,„ ._ Mme. ,w. �f a•"" e rJ'n ,. r.«. 4. b}, c „r "" - q u d t ,�r' - � ro "k, 'in, •t• _ ' a:. 4 .` Gv ,.,,✓*'":r \ TM`',,;. , ?," `};"o�w' `l ,�,'F;'' ,', ''i +c r i � . u-" :.a r.• ' u rA' f >L'c"w, ,., .. l r,,.,,�" �'4 °:, t�^t � ,�5»y ,. fn - ., Fi 1p `i } � � +, t/• 4 i'� .;�w air»^'"y;!-C;;,°' • ':,, ,w-<' x . ., :•'v, t t>>",..*^".' �.�.t., 4A r.T"�.:. ,,,.,f' � ,l.i ? `t N: „^...;,,✓ ,,r. ,." Y.,,. .s".:A^,, «" ,. ..� "., " :., ,..s v �.,,.-.F �,g....._�t.y .,6,. t`o-.ALr if:» 6 "... :b't t.Rl•th1: ":s" "G* r: e},`,..y ..-`,,,f `:",3; ,, i;st.,-. I,4 ,r t<ti f �`."<, '�i 1 `"*.,: .AW• •'}.Y1ttiV.' „.;a. f • t�z gatOUANTITIESISSUE DATE. 10--18-04 > "' LANDSCAPE m p �.'r' ' m NON-IRRIGATED HYD EE • R08 D AREA. 1199570 S.F. d4 " +ram � ! '.A� r�' l� 't� J�13 �,� • (a1" ............ -13CA > t°p M.` •• .... ...Y:S:SVh iY.tb•.S Y.Y.L Yd S�S:LV1 W t h t. {w•. IRRIGATED HYDROSEED A. 4 ,47 S.F. ..., ,... , 19 _w .. t r r kr �i MAL A= 53,8 S.F. • r v �: IRRIGATED PLANTED AREA: 2 T9 - . ` TOTAL S.F. OF IRRIGATED LANDSCAPE 710,198 S.F. SPECIES QTY I�, `.�.� •'�'T"I�, "" '�Y� M Plumbago c ens - gallon y � �- � %" M SING, se t.•ti/ �. C r-f7 TOTAL S.F. OF COBBLE AREA: 123,464 S.F. Rosmarinue 'Kan Taylor' 885-5 gallon e _77- f 'I TOTAL S.F. OF SIDEWALK 11111DTH OVER 4' 31,680 S.F. Perberie thunbergil 3493-5 gallon 1Z6 r4 4CE uhf G.-9� / v� -9,1 A $-�'. w.. j Crimson Pygmy' •Y t J; f Absiia grandlflora 543-5 gallon ,';� D ESC R I PTI 0 N O F R EVI S I D N DATE ffy TOTAL S.F. OF TYPICAL LMD AREA: 408,623 S.F. t b _ -swcP LMD AREA NO® 7 INDICATED IN HATCH (TOTAL L g �� TEp ,� 'Ed d Gouch APPROVED: fnAREA AND SIDEWALK WIDTH x OVER 4'1 lvia qr I _ .� .4. Fur s ed b ' CITYRANCHOCUCAMONGA 38,445 S.F. Tagetee lemmonii 628-5 gallon - _._. . a. -. TOTAL S.F. OF SIDEWALK DTH UP TO 4': ; Roemerinus Prostratus 1579-5 gallon TOTAL S.F. OF ALL AREAS: 1,022,957 S.F. TITLE � 23.48 AC. Trach rmum baa n des 8935-1 gallon D AREA N0. 10 INDICATED I ATC , TOTAL ACRES: x SHEETS L-2.1, L-9.10 L-17.1, L-23.1 Lav ul n ustlfol ' n t ' 18117-5 Ion a , DAY CPJMK BLVD TTL IMAINTAINED: TR T TUBULAR STEEL FENCE: 1903 L.F. NIAL si ,*'o _- �//,v RANCHO ETWANDA ESTATES IL SPECIES ° ROW 2005—OIM VEHICULARl r led' t Ion , CONCRETET 1 L.F. 'Furman DATE. b Lav ul n s fol uns ' gallon APPROVED BY: .4 PARKWAY LI 17 - Nt4DSC •--- cdpc �4 �" SAL '9 CITY ENGINEER RCE: 24953 T TAL - GREEK L ` wg.e�¢a�� ppm. '�� �! �� �4�' � 'a �. �' y DESIGN P PREPARED 8Y: RECOMMENPED SPECIES QTY POK CWC CERCIS OCCIDENTALIS 170-15 GAL 17288 �,aa v PINUS I 1 154-15 AL nature DRAWN SHEET SAPHORA J 1 AL Rad Ave. 7635 e c Real Conceptual :• 2007 PYRUS B. 'PARADISE' -1 L Studio A 92614 Suite 1A o• lgn P. ate (949) 399-0870 • 94%M.0870 805.466.3386 ,jb � L®1 OF fax 399.0882 tax 466.3204 Planning 4TH aQ�' CHECKED DRAWING NO. uSCAP AIC F C URA PLA S low= M&M R N H LiTlw I mumobb, t: I t t�: MEMO&& INNIMMON, IMP M lfiamft off_'M MEMMERM IM " ARD 2 In M M! AV OWN& 1, EEN Lj Ilk I %L Affm=M C CIOCCIDENTALIS - Company OF Ca�,®F R.L�A. No 33 —2a-06 DATE BILE NO 00'L CDPG PftOJKT 4 04060 MATERIALS SCHEDULE QI CONCRETE SIDEWALK PER CIVIL PLANS (2) 10' WIDE CONCRETE SIDEWALK PER CIVIL'5 PLANS Q3 GRANITE CoBeLE5ToNE PER CITY STANDARD DETAIL 542, SHEET L-8 GRANITE BOULDERS. PLACE PER M A T C H L I N E SEE SHEET L-2.2 Sc��P%N � - ~�� — G I TY STANDARD DETAIL 542-A, - 74 � I I i� �--- ,..- SHEET L-8 -1 — 7 ALR-- _ 24" DIAMETER BOULDER MAX. 18' DIAMETER BOULDER 12" DIAMETER BOULDER 6' HIGH TUBULAR STEEL FENDING • I PER CITY STANDARD 608, FOR BASIN. SEE DETAIL 2, SHEET L-5 r © CONCRETE HEADER PER CITY PA I--n ;� STANDARD 534, SHEET L-8 L�SHIGH PILASTER REFER TO DETAIL 3, ON SHEET ® TUBULAR STEEL FENCE AND PILASTER REFER TO RANCHO ETIWANDA ESTATES PROJECT 6 ( ENTRIES, ONSITE FENCES AND RETENTION + I i BASINS PLANS PREPARED BY CDPD q4q-3aq-0870 �q TUBULAR STEEL VEHICULAR ACCESS GATE, SEE �— - DETAIL 1, SHEET L-5 @O AG PAVEMENT PER CIVIL'S PLAN ', II CONCRETE TERRACE DRAIN PER CIVIL © SPLASH WALL VENEER TREATMENT REFER TO _ I DETAIL I, ON SHEET L-6 PEDESTRIAN WALKWAY LIGHT PER SHEETS E-I THRU E-4 LEGEND F.O.B. FACE OF BUILDING a- j "�� F.O.W. FACE OF WALL LTJ Cz REF. REFERENCE LINE TYP. TYPICAL R. RADIUS d_ �� P.A.P ` PLANTING AREA _ a ._. [,jI CL ALIGN EA. EQUAL DIMENSION CL FA ' P.G. POINT OF CURVATURE -vats 11MAN a iid a i P.T. POINT OF TANGENCY LIMIT O WO P.O.B. POINT OF BEGINNING LMD PER DR WIN NO. 1803-L ', G.B. CATCH BASIN A FIRE HYDRANT y LIGHT STANDARD -E3- DAYLIGHT LINE ® GATE VALVE -- -- -- -- TOE OF SLOPE ———— 15' HEIGHT ON 2:1 SLOPE — — SCE EASEMENT LINE V., " • 1:: r t. F ..' . .f. . l.a. !; e ♦ tli VIIi.Yr ��� * 11.�� , ��,/ ! ♦+:�►'• r.r� ! w � �' kr.(.1°.°!!f r'••.•� t`+4 S �+f.s� �.3. T a`y�a�"*1 z~�'; r. .- _ �,,. ` r.' r v i ,F¢ �_ ,:,pP r; s ♦ � �R.ii l L-222 T `` ice=:.•e�- •♦k • 'A?! Z �R �' f f^'_1�t '�1 .".,s.♦• ;.i oa a s -- _ L-26 •' � ,� REV DATE CITY ,. • ,.�. �� " -_�: .., �,; •. DESCRIPTION OF REVISION -P` : '� ,� •t.. 0,0CITY OF RANCHO CUCAMONGA LI _� 5t L-1 CONSTRUCTION PLAN T L-23.2 SFw L-4 �• T L-b w giz r L-26 _� E-14rM a .� DAY CREEK BLVD MEllq �- r L-28 63i�ioo� TRACT 16227/LMD AREA N0. 10 7 L-21 5FI�T L•71 L-23.1 :j • .w P6 Date %W L-24 RANCHO ETIWANDA ESTATES „� titin :! 5HEET KAY �T�� ���rF a o�►�` OE CA1.�� APPROVED BY: / DATE:( CITY ENGINEER R.C.E. 24953 DEVELOPER. DESIGN LANDSCAPE AR ITECT: RECOMMENDED 0' 15' 30' 60' 90DIAL TOLL FREE CDPC s 1-800-422-4133 BCA Development Inc. DRAWN T1288 RIM l2 814 AYENUE 9TUDI0 A pvr�, ca XSHEE 319"1 ATMpATMLoop Driv. (949) 399-0870 L- 2.1 o F 41 C AT LEAST TWO DAYS costoosta Mesa. CA 9263TA no. (949)863-1053 SCALE:1'=30'-O” BEFORE YOU DIG Foil. no, (949)863-0065 RLA NO CHECKED ,4176 DRAWING N0. UNDERCRouNO SERVICE ALERT OF SOUTHERN CAIIFORNJ DATE 3-25-08 FILE NO 2020—L PROJECT SHEET NO OF MATCHLINE - SEE BELOW MATERIALS SCHEDULE / 2 (DCONCRETE SIDEWALK PER CIVIL _ \ PLANS 3 \ O2 10' WIDE CONCRETE SIDEWALK V11 \ \� J ' PER GIVIL'S PLANS SCE EA EMENT PROP UNC GRANITE COBBLESTONE PER CITY 3 � STANDARD DETAIL 342, SHEET L-8 t ' PA / GRANITE BOULDER5. PLACE PER REFER TO RANCHO ETIWANDA ESTATES PROJECT ENTRIES, / \ �i CITY 5TANDARD DETAIL 542-A, ON51TL FEN(E5 AND RETENTION BASINS PLANS PREPARED 1 �/ SHEET L-8 PA BY GDPG 114°1-399-0810 24" DIAMETER BOULDER MAX. �. IbN DIAMETER BOULDER DIAMETER BOULDER i $� � ® 6' HIGH TUBULAR STEEL FENCING 1 ) i J PER CITY STANDARD 608, FOR %' �, BASIN. SEE DETAIL 2, SHEET L-5 � ® CONCRETE HEADER PER CITY �i �� ►p ��` 5TAN12ARD 534, SHEET L-8 `\ O 'I' HIGH PILASTER REFER TO DETAIL 3, ON SHEET 41, g Q TUBULAR STEEL FENCE AND PILASTER REFER TO RANCHO ETIAAN12A ESTATES PROJECT ENTRIES, ON51TE FENCES AND RETENTION BASINS PLANS PREPAIRED BY GDPG q4a-3,1q-0870 0q1r ,,rte / PA , / /�0�� "OF Uq TUBULAR STEEL VEHICULAR ACCESS GATE, SEE PA O� DETAIL I, SHEET L-5 / % @AG PAVEMENT PER CIVIL'S PLAN 0`ti / I I CONCRETE TERRACE DRAIN PER CIVIL I i 7d d PA �, A� I� SPLASH WALL VENEER TREATMENT REFER TO - l PA ti� �, DETAIL I, ON SHEET L-6 E, � 1 PEDESTRIAN WALKWAY LIGHT PER SHEETS E-1 THRU E-4 l • � •• �� � -- _--- �, � x �, ��' ,'� �- LEGEND PA F.O.B. FACE OF BUILDING PA F.O.W. FACE OF WALL F , ( REF. REFERENCE LINE 56 ti 5� TYP. TYPICAL 2 PA R. RADIUS P.A. PLANTING AREA IPA �( / 9 7$+9y I i /,! ALIGN l ir) / PA - "� i ' EO. EQUAL DIMENSION P.G. POINT OF CURVATURE .u, t 6 P.T. POINT OF TANGENCY P.O.B. POINT OF � � A• ��+31 � � // , � BEGINNING G.B. CATCH BASIN psRl-i L�Nti� a �, ; �0' a� ;♦l FIRE HYDRANT -� HT ISTANDARD � L G t DAYLIGHT LINE FAGATE VALVE MATCHLINE - SEE SHEET L-2.1 �' / �� - TOE OF SLOPE t /� ---- 13' HEIGHT ON 2:1 SLOPE SCE EASEMENT LINE C MATCHLINE - SEE ABOVE .:.-:,. _ t•� ) w. ,.._ . t4 _ , , , ATL-1 apt` '}f ''�' pr'=5 .i1 _ a�•ry6.,• ' •j�, �` a ;Iri i.r :• Citi S�► N•'(• yy..'�. F .. •, r ' ..ti i f• �"(,;;.` rr {r w \.ry..,r�'F`^. N-"r.•.#,j•,�a u fi •. .:= 4. ti •S r+ a J'r . ,'.. ��i��14 ?� �`•1 «��i}'i= :.^' . n ` `f i�\�+1,.'+�- �'-:Zl ar"•,'',�+M*!s • 7� ,•I�tT�3 , a tiayri,iirit'�P. iJ; =i .:' : f222 • _i"L•�+ �' ."l}. f a ,.�:i4-0t "t•!': •�•�i 'fid '1 ,f, ` _� 1 `a . • ... ;i• `. y SHEET L-26 �F a r` r: a + •.- ~•'�a'li '%' v � a 1 ..ti`w 't�i'• •+l�•L y � ► • ,�'. /•, YY .tii� ';.;.'. 1�4 kL a+ _ �� . ~ . ' . �r { , 1,' '`r,' r •.: ._ DESCRIPTION OF REVISION DATE CITY .�`-,:�,�� .; � ,�< � r-�,,_ :, ,..• �jA. � r4- ..�R,. ='�`zM'�''-, • i r A F • A T-, " -�+'l�";•'' � . ":°' ',+ �ti r�' --••+ r'•^`^4��0.s* { J' -:y = •'} = s� -� "'l t ' -� J• • �s �� SCpg0p� CITY OF RANCHO CUCAMONGA SHEET L22 §. .. .. L q� CONSTRUCTION PLAN < -i SHEET SF�7 L 232 :. •� .: { : Sir L-4 - o SHEET L-6 14DAY CREEK BLVD fly SFT L-2.1 '` ': <�,t; SHEAT L►3 -19 SHEET L 2b - SF7 -28 a "�e Q L 3t , TRACT 16227 �-1.1 : ���8 SHMT L-23 SHEET L'21 * xp. ate 'F SHEET L-24 SHEET KEY MT�� ., a ��" RANCHO ETIWANDA ESTATES I .. lF of C�� � APPROVED BY: DATE: l d� CITY ENGINEER IfL R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE AR HITECT: RECO E DED 0' 15' 30' 60' 90, DIAL TOLL FREE CDPC t 17288 RED HU AVE M 87UC40 A I 1-800-422-4133 BCA Development Inc. DRAWN SHEET RVH CA 92814 AT LEAST TWO DAYS co.t M.4�"ei6ie`v ,, C BEFORE YOU DIG TA no. ((949)863 0465 � � 399-070 l-'" 2.2 OF 41 SCALE:1 =30 -0 CHECKED RLA NO 4176 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNJ DATE 5-28-08 FILE NO 2020—L PROJECT SHEET NO OF / - INSTALL COBBLESTONE IN AREAS ABOVE 15' IN �'„� vvv vvvv Q. 952.) �\ 111 ELEVATION ON 2:1 SLOPE A5 ILLUSTRATED �� CT__E_/ \ \ , \ 0 ,-0r I I .32 MATERIALS SCHEDULE LIMIT O WORK { \ ` 1 1 ► ae a� aim I tr a +rtes s f� als s a "s, # 9�t #�a s , 1 , ,.! fr I, Iver d ..�► % / { 6 \ I � F:! ..:^.� Etre ♦r�i�_!sr - = - - - - °� • i ., , � � .�;� . � .. ._. .- _._rp�G'.,s-'rte`^-. ...w-'ate _ - '"+a-:syr-, _-��,,.-.^ .... �..� - - - - 1-'i' ten- >•.- -F'"S"' r-a- �^, - I k"� r« �. '.^ .. „'� . �°'t �. t°... T " � r'�-„s T .-.r-,4�. �_�..;,,.T��:.'�..-ms's,;,'.`-�:.�;?'- - „.r�-s•'-Arm" .'�.^"t.....�^,, Y+",-✓- �" s,�.a - .,. � r:..,-�-.r, .,. � .,. _ ... ,. - _ , { r �. _ ,_ ;• TE SIDEWALK PER CIVIL _._ . . r , \ \ s _ ..: ..,.,. .: � PLANS \ s g s �' ' ,. _ FA 10' WIDE CONCRETE SIDEWALK --- - I \ / C _ J I v 8 r-- IPA _ p -�_ GIV L'S PLANS y gyp, e . GRANITE COBBLESTONE PER CITY \ �- \ ► ; „ 3 _ _ 3 STANDARD DETAIL 542SHEET L-6 y • , _ PA y "° 4 GRANITE BOULDERS. PLACE PER I W h \\ Ilk `,, _ pA 4 I m _ � _ _ - W CITY STANDARD DETAIL 342-A, - _ _ ,k SHEET - 24" DIAMETER BOULDER MAX. A r � I W y l 8r D t� _ _ i ,�.+ � IAMETER BOULDER I -- - 12 DIAMETER BOULDER LLJ 4, _ C 14 ---- ,� .� > � / _ (n ®6' HIGH TUBULAR STEEL FENCING � ,s , ►�r I W { PA 4 Iy gg gg RD 608, FOR ►, r -- --- +-- --- -- - - -- -- - - 90 5E SHEET L-!1r0 POINT F'BEGIN INC r r F __--- ---- ----- ----. __- .._ --- ---- --- --- BASIN.I SEL DLTAIt. a, SHEET L-3 14-0 19-6 W ® CONCRETE HEADER PER CITY r -- ULE l� D 0 - - -� - -,> -4 STANDARD 534, 5HE1:7 L•8 - 6 a r rti - -� H PILASTER REFER TO DETAIL N SHEET 3 . . - - _ _ U I _ R TYP ry— - PA -aPAI � orf U8 TUBULAR STEEL FENCE AND PILASTER REFER 4 ,• - f -' f =- FA a'-�� ' --�^ -- - - Q TO RANCHO ETIWANDA ESTATES PROJECT .', �,•d FIA __ __ - - - - - - - - - - - - -- - -- -- - - - - - - - - - - -- - -- - -- - - -- - - ENTRIES, ONSITE FENCES AND RETENTION - - BASINS PLANS PREPAIRE12 BY CDPG TUBULAR STEEL VEHICULAR ACCESS GATE, SEE _ 1 DETAIL I, SHEET L-3 O AG PAVEMENT PER GIVIL'5 PLAN � '�„ � ,,pat' , -•` j% �r f. /J ,: — - i I I II CONCRETE TERRACE DRAIN PER CIVIL C� �� : • SCE EASEMENT PROPERTY LINE --" __ - I I�1 SPLASH WALL VENEER TREATMENT REFER 70 T �h pA I DETAIL I, ON SHEET L-6 L1M1T O� WO PEDESTRIAN WALKWAY LIGHT PER SHEETS E-I 6 RK THRU E-4 ' ' ♦ '� V /, - LEGEND F.O.B. FALL OF BUILDING 10 Of SCE SCE EASEMENT 6 n L1� OF F.D.W. FACE OF WALL REF. REFERENCE LINE TYP. TYPICAL R. RADIUS PA. PLANTING AREA � ALIGN EQ. EQUAL DIMENSION P.G. POINT OF CURVATURE P.T. POINT OF TANGENCY P.O.B. POINT OF BEGINNING G.B. CATCH BASIN Al FIRE HYDRANT LIGHT STANDARD -©- DAYLIGHT LINE ® GATE VALVE TOE OF SLOPE ---- 15' HEIGHT ON 2:1 SLOPE — — SCE EASEMENT LINE r SHEET L-1 :�ti K f' E1_a w 't !s/'t Yii .• .• •+tray. �t • : � �Ir`7 yla if:/" `' ha, �}� _� .1.. � 1fly t ��1'. 'I(i t_F J���r;=F��`4•� t + '� -22 14 SHAT L-28 AS �::r.' ' ::' ` ,, : -. -:x �_ - .�• ... •;.. :, . . _., . - ^, DESCRIPTION OF REVISION .�, .� r ,• .�.: . f+�+l _ ,.. ; !} •': t.-�} °,.A a Jr_ DATE CITY 9 t r "_fir'. r • 1•. ��y /j ya ,}�,r eta. . w .':. ..'e�• U f,1K'M�'r r J fit t$ •��'� t! � • _+ ♦ .�.�.+fY. I r1�•r�'' '.Y.Yy-.SY:1.• M1.. CJ'�:.•.... t ' '._ W . ;Y :,,� Y . .�•x Y;:: CITY OF RANCHO CUCAMONGA SHEET L-22 '�-� CONSTRUCTION PLAN S� - -E SHEET L-1 3> SHEET L 23Z SHAT L-4 01F�v ES SHHEET L-b E.14 - DAY CREEK BLVD - �� 22 -4 SHEET L-�J ;.� y -I� SHEET L 2b =21 s� na��• s *' %M L-2a SHEET L-25 SHEETL_Z ti TRACT 16227 SHEETDate L-23.1 # - ti�L }� SHEET L-24 SH �'t KAY 7 �., �� RANCHO ETIWANDA ESTATES OF ANO APPROVED BY: DATE: ���40 CITY ENGINEER ;' R.C.E. 24933 1 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMMENDED � 0 15 30 60 90 � DIA! TOL! FREE CUPC 4-' 1-800-422-4133 BCA Development Inc. DRAWN 17288 RED HU AVOM STUDIO A RVH CA 92814 SHE 3194---Cl Airport Looe Drive � � 399-087o L— 3 41 AT LEAST TWO DAYS torte Mesa a 9262e 0 F Tel• na (949) 863-1055 SCALEX=30'--0' BEFORE YOU DIG Fox. no, (949)863-0065 CHECKED 4176 DRAWING NO. RLA NO UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIADATE S--2S-06 FILE NO 2020—L PROJECT SHEET NO OF _ - ------------- I�CONGRETE SIDEWALK PER CIVIL PLANS ® I O' WIDE CONCRETE SIDEWALK 26 �. / PER GIYIL'S PLANS 4 - _— _ - ---\ - _ __ ,, ---- / STANDARD DE GRANITE COBBLESTONE PER CITY I V --- 1955. 1 �6 _ - TAIL 542, SHEET L-a -----T ----- - ---------- - - —_--- 7---- -- ---+ --- --__< -- - - —T , 4 ® GRANITIr BOULDERS. PLACE PER Y CITY STANDARD DETAIL 342-A, SHEET L-a L 24" DIAMETER BOULDER MAX.ffA 24 1955.7 * ,Q '4 18" DIAMETER BOULDER l2" DIAMETER BOULDER i' 2 1956.7 `� O ---� ® 6' HIGH TUBULAR STEEL FENCING 18 I� 19 f g PER CITY STANDARD 608, FOR 1 BASIN. SEE DETAIL 2, SHEET L-5 W © CONCRETE HEADER PER CITY 3 Z STANDARD 534, SHEET L-8 7' HIGH PILASTER REFER TO DETAIL 3, ON SHEET I A, PA W INSTALL COBMESTONE IN AREAS ABOVE 15' IN 1 ' ,4 .g L-5 W ELEVATION ON 2:1 SLOPE AS ILLUSTRATED " TUBULAR STEEL FENCE AND PILASTER REFER TO RANCHO ETIWANDA ESTATES PROJECT 1�' l0'-8 ►�'-�- � - 6 � ,� �� �� 4 , 'Q ' � � , ,- I ENTRIES, ONSITE FENCES AND RETENTION J - BASINS PLANS PRE PAIRED BY CDPC 8 �,�" 14'-0• - - 4 PA a Ll.! Q4Q-314-0870 LIMIT OF �► PA a� N - Q TUBULAR STEEL VEHICULAR ACCESS GATE SEE DETAIL 1, SHEET^ \ _ - ' s.,,. _� �► ► #r ;. <, r ate+ .► ..�r . � .� .�t p . . _ - _ � - - - - 717777 -77 77 = AG PAVEMENT PER GIVIL'5 PLAN , . , ,- �, .. , �, N OV M . r _ ...._. . .,. .., PA II CONCRETE TERRACE DRAIN PER CIVIL ti � � 6 PA ( FIA FA SPLASH WALL VENEER TREATMENT REFER TO 4j . 9 n � DETAIL N SHEET - -, PEDESTRIAN WALKWAY LIGHT PER SHEETS E-I --� ---- .. = 4 _ THRU E-4 _ P -- � Q t7S - - A FIA 1 n LECEND LLJ F.O.B. FACE OF BUILDING -- n -r e - ---- - _ , �\ F.OW. FAG OF WALL W -f - - - REF. REFERENCE LIN _ O _ --- -- --92 93 94 _ 915 —_ --- - 11 _ - TYP. TYPICAL _ V ------ R. RADIUS ----- W -10 38'-4" :. _ n j - --- --- -- .—_---- �__ ___ - -- ---- -- - -- --_- --- ----- - _ - __ - ---- . _ - P.A. PLANTING AREA r_ PA b?. � A U ALIGN . _ • v Q _ EQ. EQUAL DIMENSION PA — -- — I -- -- -- --- -- -- — — - P.G. POINT OF CURVATURE � o `*OR � OptiR� LIN � � P.T. POINT OF TANGENCY P.O.B. POINT OF BEGINNING i Scti 6 J Scs EA5sms", 0.B. CATCH BASIN I 0 FIRE HYDRANT SCE EASEMENT PROPERTY LINE LIGHT STANDARD DAYLIGHT LINE I ® GATE VALVE - - TOE OF SLOPE ———— 15' HEIGHT ON 2:1 SLOPE — — SCE EASEMENT LINE {4., a • • ., ,... -.. ,. }.• -• „, SHEET L-1 t `F �. "�� 1 �i S_�i• .. c o •�f +r •'-' ' � t•' r' ' �y . L-14 ?^�VG1 a .�w.t is;f '*a.`.`f t }t•'/'y{ �..... s ,;�' Sw ,,-,s•'g• _ . + _J A.4'` •� -22 •T- ;kk���-•� t ��,�'~ /-{ f !A 4 L� }I� ' I�i.f.l L 1 '� .l;'� y A• ' V -iV �.` ,( "�,4s1 \ 4Yis13pl iii i4�,o / yi'� -; si ''. "�;: • '4titt*� .; ,�+ • ; ,-c DESCRIPTION OF REVISION DATE CITY �� . =� •1:.. ::::::.� CITY OF R VscSHEET L-2.2i' �`O V L�$-1 WEELi2� Sr L-5, �� `'ti ` 5HWSI to HEET s, CONSTRUCTION PLAN L'291 Sit L-4 E ' Ste'L-6 S� Lia " DAY CREEK BLVD 51•�T L-2J ..r.,. ::"��''.'•� '- �L'� SF �-14 SHAT L-26 �-I � � ��22 � �_�1• gnature � Ip L-26 TRACT 16227 Eli � -18 `f'L-25 6HEET L-V �t 2007 ,� Sir L.al �- - ►, , t; :;�� ? SHEET L-24 H T K Y T .�� ate �\� RANCHO ETIWANDA ESTATES 0F C 1%' 1� APPROVED BY: DATE: 6P0'7 Dpi I; CITY ENGINEER UVA gauR.C.E. 24953 DEVELOPER: DESIGN LAND5CAPE ARCHITECT: RECOMMENDED 0' 15' 30' 60' 90, DIAL TOLL FREE Cw0 11288 RED Hl AVENUE STUDIO A 09 1-800-422-4133 BCA Development Inc. DRAWN IRVINE, CA 92614 SHEE C AT LEAST TWO DAYS Cost* Mesa4-01 s.uA 02620�" (949) 398-0870 L— 4 0 F 41 Tal. no. (949)863-1053 SCALEX=30P-0 11 BEFORE YOU DIG fax, no, (949)865-0065 CHECKED RLA NO 4176 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE 3-25-06 FILE NO 2020-L PROJECT SHEET NO OF 9 L8, F 108 107 MATERIALS SCHEDULE y� ► 0 -7 47 N19 71 (DOONCRETE SIDEViALK PER CIVIL PLANS WIDE CONCRETE SIDEWALK _j PER CIVIL'S PLANS X-1 0 0 FA GRANITE COBBLESTONE PER CITY, \SOO Of- L.Li STANDARD DETAIL 542, SHEET L-6 Nel, q All LU CITYBOULDERS. PLACE PER ITY STANDARD DETAIL 542-A, SHEET L-0 :24N DIAMETER BOULDER MAX. LU 9A t w FA 16N DIAMETER BOULDER 46 \ 1 �� \\ _ _ _ I I ® 12 DIAMETER BOULDER �j' i ,fir, , FIA 6- HIGH TUBULAR STEEL FENCING, 45 0 \ �' \ A I ,� w PER CITY STANDARD 606, FOR z BASIN. SEE DETAIL 2, SHEET L-5 _j 1 C95 6.D7 X CONCRETE HEADER PER CITY A STANDARD 534, SHEET L-a IPA u REFER TO RANCHO ETInANDA ESTATES PROJECT ENTRIES -V HIGH PILASTER REFER TO DETAIL 3, ON SHEET a ONSiTI! FENCES AND RETENTION BASINS PLANS PREPARED L-5 BY COPC 949-51111-O870 11)OULAR STEEL FENCE AND PILASTER REFER TO RANCHO ETIAANVA ESTATES PROJECT A X, ENTRIES, ONSITE FENCES AND RETENTION �a'-O• , ` \`\ \ .6 BASINS PLANS PREPARED BY CM, *0 1411-511-08I4 11JMLAR STEEL VEHICULAR ACCESS GATE, SEE DETAIL 1, 514EET L J0 A • @ AC PAVEMENT PER CIVIL'S PLAN CONCRETE TERRACE DRAIN PER CIVIL SPLASH WALL VENEER TREATMENT REFER TO 16 (60 A PADETAIL 1, ON SHEET L-6 FA PEDESTRIAN k4ALKAAY L16HT PER SHEETS e-i Ai -*10" rAA-- THRU E-4 -uv FA ff-w<�ar_3V1W 10 .0.1 LECEND PA I I 1� I I 1 0 11 1 11 , '�I I C ISA to, I 00V ,:-1` F.O.B. PACE OF BUILDING w w FA F,OA. FACE OF WALL REF. REFERENCE LINE A%- _Pa j LU PA 100 TYP. TYPICAL w BLOCK R. RADIUS I" CLEAR 2" 50. X .laa" ALL SIDES— P05 (TyP) +/ W-ON VENEER PA. PLANTING AREA Lu so Iva 50 LIT z MI OF WORK ALIGN X FA JI Q. EQUAL DIMENSION u scs P.C. POINT OF CURVATURE 1/4' 50. SOLID X .25" DIAGONAL, PICKETS TACK WELD TO EACH P.T. POINT OF TANGENCY PICKET FPA 3 HEAVY DUTY 2w BUTT HINGES, P.O.B. POINT OF BEGINNING j LOCKABLE HEAVY s WELD TO P05T DUTY LATCH 10 C.B. CATCH BASIN AND OATE 'A X 4"x4" POST, GROUT SOLID Jtl FIRE HYDRANT ATTACH FENCE TO PILASTER THROUGH MESETA FIELDSTONE SLEEVING TAB USING 1/2'x 7' LAG BOLT WTH FINISH SOIL VENEER BY EL LIGHT STANDARD y LAG SHIELD CRAVE DORADO STONE MFF. ONCRETE PILASTER CAP./PRECAST 96 DAYLIGHT LINE F. QUICK CRETE MODEL 0-H26PC AS A. 1. ALTERNATE. REFER TO FINISH STD. GATE VALVE FOR COLOR & FINISH QUICK CRETE TOE OF SLOPE ac,4 PRODUCTS CORP. (909) 737-8340 (ANE BOLT �_REFER TO PILASTER 4' 15' HEIGHT ON 2:1 SLOPE DETAIL (TYPE 7 L 4"CLEAR(NO ASPHALT ORTAR SEE SPECS SCE EASEMENT LINE WELD O.Ia6` FLAT CAP ON &-0' MAX. GLAIR(ASPHALT BERN P05T TOP OF PANEL TO BE 2" SO. X 26" TOP RAIL 1) #5 VERTICAL REBAR L_ ___FO5T FOOTING 36" FLUSH WITH TOP OF POST AT EACH CORNER (4) P05T FOOTING —ASPHALT AC4rES ROAD DEEP AND 16" VIA. TOTAL PER Oft 2014 - 02 TYPICAL T DEEP AND Ian PIA. PILA6TM CAP MESETA FIELDSTONE VENEER PLAN VIFJ^I BY EL DORADO STONE MFG. TYPICAL -O 2" W. x .166" POST ORCO CMU 16X8X16 PRECISION BLOCK GROUT SOLD (SPECIAL INSPECTION TUBULAR STEEL FENCE I �..::j SEE DETAIL 2 THIS SHEET IS NOT REQUIRED) VEHICULAR ACCESS GATE 3/4' SO. SOLID PICKETS FINAL SURFACE AT J4 BAR TIES AT 16- O.C. %w L-1 + -A- nj AL AV LANDSCAPE, LEVEL EMBED FIRST COURSE OF BLOCK 2' car- rA.* guAttLIr W4 "ri. INTO FOUNDATION POUR (WET SET) X 20 X .168w BOTTOM RAIL OURED CONCRETE FOOTING CXTI %W L-26 4) J4 BARS EACH WAY 1(0 " �".k ;I DESCRIPTION OF REVISION DATE CITY ,.eL 1"', * �A • L '.11 140K % I A��t� CONCRETE HEADER PER 95X COMPACTED SUBGRADE • PER SOI ENGINEER'S PLAN CITY OF RANCHO CUCAMONGA 017Y STANDARD 5C4 (14 HMT L-2.2 43 4' FINISH SOIL GRADE V 7-J.- '6_2 NOTE: AP" 1% REINFORCEMENT REFER TO off E-I�Z CONSTRUCTION PLAN 36" 4" O.C. 4' CLEAR STRUCTURAL ENGINEER'S %W L-231 %w -7 El SHAT T L-6 14 DAY CREEK BLVD TAPER TOP OF FOOTING CALCULATIONS AND PLAN By BOR -II P.C.C. (TMP) (TMP) AT P05T LOCATIONS ASSOCIATES, INC. 8/31/05 ON %W L-2.1 SHAT L-26 2" CLR. MIN 3" CLR euniev L-21 MV L-26 gnaturs TRACT le227 FILE AT THE CITY. 312007 xP. Date L Q• SHEET L-23.1*#I � I'll, I -I %W L-24 RANCHO ETIWANDA ESTATES Ig %W L-21 X111 3Y HOOK5HEET KEY (XTSJ a C"-4 NOTES: Q M 4 TIES AT 16" O.C. APPROVED BY: DATE: ,r, I. ALL FENCE MEMBERS SHALL BE TUBULAR OR SOLID STEEL STOCK OR AS NOTED A T SOLID CITY ENGINEER R.C.E. 24953 ABOVE. IB14jCT1 2. FABRICATE PANELS AS A UNIT, WELD AND GRIND SMOOTH ALL JOINTS. 1T RE IR%. 3. APPLY ZINC-RICH PRIME COAT AFTER WELDING PANELS TO POSTS. CLEAN AND P C 0 AT R DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMMENDE -- IOP DIRECTION OF BLOCKS rfP. GRIND SMOOTH, TOUCH UP PRIME C TYPICAL FENCE ELEVATION 0, ►150 300 60' 90, DIAL TOLL FREE cC OAT. 16 SQ. -C- 4. APPLY 2 COATS SEMI-61-055 "T RESISTANT ENAMEL AFTER FENCE OR GATE STANDARD PLAN 608 ERECTION. COLOR PER PROJECT PLANS. 4DRAWN R?�� U e" 87UM FF A 1-800-422-4133 BCA Development Inc. 92OUHAV SECTION 319"1 Ai"rt Loop Ddvs AT LEAST TWO DAYS Cost, Mose A 70 TOL n. (9;91 ... ("9) 399-08 ) SOV1055 0 F 2 TUBULAR STEEL FENCE 3 SCALE: 41 T=30'-0' BEFORE YOU DIG Fox. no. (949) N3-0065 CHECKED RLA No 4176 'DRAWING NO. 7 ' HIGH PILASTER UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNI DATE 5-25-08 FILE NO — 2020-L PROJECT SHEET NO OF 97 14 D89 --.. 1932.3 MATERIALS SCHEDULE - I CONCRETE SIDEWALK PER CIVIL 98 O Wo <ar ^ PLANS 10' NIDE CONCRETE SIOEAALK - ��',6• " A PER CIVIL'5 PLANS 99 -` , 1934.0 a +: �,,•�,•.:� �� GRANITE COBBLESTONE PER Clrr 100 �,� � � STANDARD DETAIL 542, SHEET L-6 � / 5 PA I� y � ® GRANITE BOULDERS. PLACE PER � o � - w 6 3 � - " 1934.9 <� + CITY STANDARD DETAIL 542-A, X + SHEET L- 1936. 1 � ; a �� : (� W 24 DIAMETER BOULDER MAX. i i Y _ PA ' W 18" DIAMETER BOULDER c� 1937. 1 , '" � OU 12" DIAMETER BOULDER +, .Q W ® 6' HIGH 11JBVLAR STEEL FENCING � WT , POR 1 0 3 PER CITY STANDARD 608 " L-BASIN. SEE DETAIL 2, SHEET 5 ,.V e ` _ ___ _ _ - 6 CONCRETE HEADER PER CITY .. STANDARD 534, SHEET LLJ " H PILASTER REFER TO DETAIL N SHEET •� - r _ - 10 z Q'i' HIG 3, O r " 104 � _j L5 F �- " • = — �8 TUBULAR STEEL FENCE AND PILASTER REFER ' TO RANCHO TI NDA ESTATES PROJECT ION'+ , PA ;' > >�'.o" ,� - �zA 11_; R ENTRIES, ON BASINS PLANS PREPAIIRED BY GDPG a4a J ' -3aa-0810 . - r- TUBULAR STEEL VEHICULAR ACCESS GATE, SEE e +" _ - 1 AG PAVEMENT PER CIVIL'5 PLAN _ •"' " DETAIL I, SHEET " I FIA @ CONCRETE TERRACE DRAIN PER CIVIL r _ - - -- I SPLASH HALL VENEER TREATMENT REFER TO ' 4 ` _ , DETAIL I, ON SHEET L-6 • ` PA "- 112 - p:_ PA .I - _ k TRIAN AALKAAY LIGHT PER SHEETS E-i ..o• "n 6 •Q s y � .* _ THRU E-4 vill" FA fi' LEGEND FA - \ • 6 / - . --" _.. ' � -' •• i �4"A ' V" ... - `,tom. �r . R ' ffi PAGE OF BUILDING ^ 3 PA P.O.W. FACE OF HALL . - •+ . s _ ", REF. REFERENCE LINE ® X 11,11 1 j c ry ~ TYP, TYPICAL 1 - ` R. RADIUS • q _ dy ` , PA. PLANTING AREA J - -- I ' ' ALIGN " N _ (� - EO. EOUAL DIMENSION PA PA _ : ' r` Uj - — P F 'a "� ��� g I { P.G. POINT OF CURVATURE �,, L�M�A P.T. POINT OF TANGENCY Lij P.O.B. POINT OF BEGINNING LU ` G.B. CATCH BASIN 4 \ PRIVATE BASIN W FIRE HYDRANT Z " ...3 ^ ;'• J _ LIGHT 5TAN12ARD U - ,�f�-- - —•-- - - --_ r � „ _�3- DAYLIGHT LINE r, L�Nti SC:E EASEMENT PROPERTY LINE I--• - . ,pROv�R� Q sr ® GATE VALVE 6 - SGti �PStiM _ TOE OF SLOPE ———— 15' HEIGHT ON 2:1 SLOPE — — SCE EASEMENT LINE VIFA FROM ABOVE MESETA FIELDSTONE VENEER 13Y EL DORADO STONI! MFG. PRECAST CONCRETE CAP,SIZE AS REQUIRED MESETA FIELDSTONE ',d; ? j�`�:'�''.N.'.a.}1.1,."'.'I.+-;"',,r�..;.,}-y ;'a k. •�' .w 'r�i'f4,• �•x..:...".'.�.�r.+.k�'ri.'�._1..q.�,.L,,i�;', ras`y�"••'`" .t,%, `•"''' "^•'I'^' . t �r'}f .�_�)•::::.;.•�.y.:.!,-'..' �:,„''s�r' *,', -■ SHEET T L•' i" .#.. lfe-v`V,ECR BYEL i L•LI LDORADOSTONE 1. . WIS. SHEET L-26 T EX5 N3 SPLASH VrAL •., j',. ,,� ,� , a .' ,•+ r 'v..E ti'�t +!'� ;m..LYRt'."J?:#�k.1;YA •:Y' Jrr�k:.f„�.r''+yr'7'c•-\y v. . � 1'C i� °r� sP'• •.4xy��^r V' • �;t �•' .�,tea•%Y=... �, ,�, z; / " y.=• .- 44 w • �` . - ; : . r'•" • )• DESCRIPTION OF REVISION MORTAR SEI: SPECS —� � .► `� •� � I DATE CITY FOR DIMENSIONS REFER TO GRADINO PLANS ��� :: �1�� DRAWINO 2014 r . �. .” ;;�,r 1 !�r. . .. •. f t• ,,+� t!. .... . f -° 'x t. ,• � � ;:s CITY OF RANCHO CUCAMONGA I i0sc,4p SHEET L-22 ��o9� SHEET L-5 y� `'2 `% CONSTRUCTION PLAN SHEET L• � is r L-4 Mr + 01\%, SHEET L-e Sir L ,4 A DAY CREEK BLVD N SHEET L-2.1 „ • :=:' SHEET- L-3 E-11- SHEET L 26 ��+I � ��-22 a Signature � e _ _ Slur L-28 3t , TRACT 16227 T -I .I •,* SHAT L 25 SH7 L Z7 v ate SHEET L-23.1 X� L_ ^. SHEET L-245i� T KAY (�LT9� '.. ' a �� RANCHO ETIWANDA ESTATES F ��o NOTES OF ���' APPROVED BY: DATE: �'�/��- � REFER TO GIVIL PLAN FOR SPLASH V�ALL AND CITY ENGINEER R.C.E. 4953 T7ERRA�GE DRAIN DETAIL. DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMMENDED 0' 15' 30' 60" 90f = DIAL TOLL FREE CDPC 1-800-422-4133 BCA Development Inc. DRAWN 11288 FED H1 AVENUE STUDIO A SHEE Avr� CA 92814 AT LEAST TWO DAYS cost Meso uA 92625`h (949) 399-0870 L— 6 O F 41 Tel m (949) 863-1050 N � „ BEFORE YOU DIG far. no. (949)863-0065 SCALE: =3O -O CHECKED RLA NO 4176 DRAWING NO. 1 VENEER ON EXISTING SPLASH WALL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIADATE 5—"25-06 FILE NO 2020—L PROJECT SHEET NO OF ; I I I ---- ------ - L--, � 1, 1 �1 i I i �/ : I I . I I I I I i 1 I � I ! , -6` � i � , I 180, I #44 0 �� I . .31-e's / I I � 1 11 .i 161-61, 10 1 I i i - �- I � I i -- " I � a 9 I 0 :i � I I ! I i ) -� I � � i I <-.'> - -11-1 L� � -t-4 , * * mi, -- -� � I � : , I MATERIALS SCHEDULE ()��iD ; * � v g * ---- ,�� I I i � ��,,,#,J", & 0"'S",0 P"I'll . 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P , guatmv i ; �o I @ : � ;*�I L. * * %W L-1 ' j_ , I� i -1 , �--"-:,------ - I� - -1�I -.... -- I- - -1 - ---- ,--- ---- - ----, I I I 1 -4 %W � �,��,1 7 : %M L-291 % * DAY CREEK BLVD -U--- 1, -- - I I .; %WL :! 1 *41% SWL-6 %W L-14 49 M - "A 1 ) -,--"--11 --------,-----. --l-1-11-1---- 11-------- -1- .-11----,�-.---,�-- -�-----. --, - ----------�----,-, ---..----,,- .---,--,-.--------- . e-11"zv E-11 SHEET L-26 etljr=� E-1 � 9 :z.- X& ..' i ... - .1 Q -F.I ef 3 . .1 4 Lu i - � -.- 4a,lft, "I %W L-2.1 I : ,'I��`" . . . ." %w-I L.-3 -14 �jj 5W L-22 W- gnature PA �, 6 6 �r El&***%�#4, . ,.,� ., SW gffi %W L-26 TRACT 16227 : ettjf= "I D I I . L-25 5WET -1 z - . - il - -��&--,* ,I -.r-'4, ,,,-,,��, �0 ,�,,,m� ,-A �,,�* , t , '-A 9 I 1 11-1,7", '' ff"'. \-1:'. 1-1 w�19 %w L-71 31 W07 L I "�' F'�- � I . � "---,-''....--------.,-..---1-------,----- - a %NA 94 4Q* �- ��U. 44 -'i-w-,,, __-,,,,s-�"- ,�,,�o i"Va ,�:,* 1w , � . . A . -- ------ PA - 'O --!----- -1------,------ -----2,----,----- ----1,- -- F& .1 . . � k - - . -,d ..�- - , t I -A 1. � 0----,��: , -- . 11 I �,,., .4"."NVJ a , ," %w I-,r . 11 A I ,. . I _n", % I . , - a MIT L-0 �iW L-24 RANCHO ETIWANDA ESTATES I � -... 0a .1 0 , I -01 I 0 1 � I I r14, ,f,0, i� SHAT ws) 4 a I I --Tw19-Ylflv -Ix I" I I I � -;71A--T4-"Pw-1-----11 I ,� I I ". - ", - I '� . , . . -ffl- - I ........... , --u--- --- ----- - - --- — 41 1 X\,\'� I U ) @ lww - �7 U-7 V-Vff OF lk\l BY: LIMIT OF WORK ..�-, DATE: „-- . Ill5'-4” �,-2 '4- � - 41-60 � i I �- - 9 1 41,60 4�16- I I CITY ENGINEER J,Al(, M)e�p53 < I 1 41- 0 ,1 4-6" 4 f R.C.E.. . . A t I - I ::F zt f 44#-30 1, 511-2, 1- 0 201- 1 ��',�, 9 --- DEVELOPER: DESIGN ARCHITECT: RE I I 1� - � .1 O' 15' 30' 60' 90 CwC y . I I DIAL TOLL FREE - 1 � I I / � �j � ,� �f k, 17268 RW HILL AVENUE STUM A north . I . � 1-800-422-4133 BCA Development Inc. DRAWN SHEEr .� I - 1 �1 3194-0 Airport Loop DrIve (RVI CA 92OU AT LEAST TWO DAYS (w) 399-0870 L I ii L Costo Mesa.CA 92826 - 4-j I , '- il�� TaL no. (949) 863-1055 1 " BEFORE YOU DIG -0063 OF 41 - - Fax. no, (949) 863 ,�� SCALE:1*=30'-O* CHECKED RLA NO 4176 DRAWING NO. � . , I -- - --- - - - ------- - -- I , I ,, I � UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORMA- DATE 5-25-06 FILE NO — 2020-L - . ------- - -- --- - - - I ---------------- I I - I I � ���- 's-*-� ,-- -I- -'s- ,, , , - I I 1 14 /P� li 11 T!' ��; 91L- 1w � '* @kN,:�/ -f\,/\�w it, PROJECT SHEET NO OF— � - - Rain Bird Pumps BP Series: Model ME Rain Bird Pumps BP Series: Model ME Panel Mounted Variable Frequency Drive Panel Mounted Variable Frequency Drtve CASE t MORTAR EVEN WITH FLAT SIDE UP PACKAGED WATER PUMP SYSTEM SPECIFICATION PACKAGED WATER PUMP SYSTEM SPECIFICATION CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. The packaged water pump system shal be a standard product of a single pump manufacturer.The manufacturer d the packaged pump system shall also be the manufacturer d OOBBLESTONE SIDEWALK The packaged water pump system shah be a standard product d a single pump manufacturer.The manufacturer d the packaged pump system shah also be the manufacturer d 2X the pumps.Non standard,"one d a kind'packaged pump systems shall not be considered equal.The packaged water pump system shall be Rain Bird Model#see adjacent the pumps.Non standard,"one d a kind'packaged pump systema shall not be considered equal The packaged water pump system shall be Rain Bird Model 0 see adjacent _a- » �,� a CONCRETE HEADER - 1/2" RADIUS The complete packaged water pump system shag be certified and listed by UL for conformance to U.S.and Canadian Standards. Systems that have only the sub-assemblies The complete packaged water pump system shah be certified and listed by UL for conformance to U.S.and Canadian Standards Systema that have only the sub-assemblies 4 �� . ,� c a EXPOSED EDGES AND FINISH PER PLAN certified and fisted by UL for conformance to U.S.and Canadian Standards and/or UR and/or cUR recognized components shall not be considered equal. certified and listed by UL for conformance to U.S.and Canadian Standards and/or UR and/or oUR recognized components shag not be considered equal. . `� d d, .4 4 1 " IN LAWN (INSTALL AT GRADE LEVEL AT SWALE The packaged um system shag use advanced variable frequency drive and electronic controller technology to maintain a constant pressure Pum s stems that use um control 4 c ' a CROSSINGS) The packaged pump system shah use advanced variable frequency dulls and electronic controller technology to maintain a constant pressure.Pump systema that use pump control D g pump Ys eq Y gY P P Y pump valves or pressure reducing valves to maintain a constant water pressure shag not be considered equal valves or pressure reducing valves to maintain a constant water pressure shall not be considered equal. 3' MINIMUM CONCRETE BED 6„ OR 8„ The um suction/dischar a chamber,motor stool,and um shaft couplings shal be constructed d cast iron The impellers, UNDERNEATH COBBLESTONE - NOTE The pump suctfoNdischarge chamber,motor stool,and pump shag couplings shat be constructed d cast iron.The impellers,pump shag diffuser chambers`outer discharge sleeve, pump g pumppe rs pump shag diffuser chambers outer discharge sleeve, FINISH GRADE impeller seal rings,and seal ring retainers shag be constructed d stainless steel.Optional materials for thesuction/discharge chamber and motor stool liner shall be stainless steel impeller seal rings,and seal ring retainers shag be constructed d stainless steel.Optional materials for thesuction/discharge chamber and motor stool liner shall be stainless steel CASE 2 BOULDER PER STD 542-A (LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT The pump impellers shall be secured directly to the pump shaft by means of a splined shaft arrangement for model CR(NG)18 and below The pump impellers shall be secured to The pump impellers shall be secured directly to the pump shaft by means of a splined shaft arrangement for model CR(NG)18 and below. The pump impellers shall be secured to EDGE OF COBBLE the shaft by a spit cone and nut for size CR(N)32 and above.The shaft journal and chamber bearings shag be Tungsten Carbide and Ceramic for model CR(NG)18 and below COBBLESTONE ° d r the shaft by a spit cone and nut for size CR(N)32 and above.The shaft journal and chamber bearings shag be Tungsten Carbide and Ceramic for model CR(NG)18 and below. The shaft journal and chamber bearings shah De Tungsten Carbide and Bronze for model CR32 and above(Tungsten Carbide and Gretbn for CRN32 and above or as an The shaft journal and chamber bearings shag be Tungsten Carbide and Bronze for model CR32 and above(Tungsten Carbide and Graflon for CRN32 and above or as an !- lo g 9 ( g option for CR32 and above).CR(NG)l8 and smaller pumps shall be equipped with a high temperature mechanical seal assembly with Tungsten Carbide/Carbon or Tpnlon for CR32 and above).CR(NG)18 and smaller pumps shah be equipped with a high temperature mechanical seal assembly with Tungsten Carbide/Carbon or - Tungsten Carbide seal faces mounted in stainless steel components.For CR(N)32 and larger pumps,the shaft seal shall be d the cartridge design.CR(N)32 and larger pumps Tungsten Carbide seal faces mounted in stainless steel components.For CR(N)32 and larger pumps,the shaft seal shall be of the cartridge design.CR(N)32 and larger pumps • ••,' I - may be ordered with Tungsten Carbide/Carbon,Tungsten Carbide,or the"Hybrid'seal face design The CR(N)32 and larger pumps shat be designed so that the cartridge -�- • • _T r III III-III-I I �- may be ordered with Tungsten Carbide/Carbon,Tungsten Carbide,or the"Hybrid"seal face design.The CR(N)32 and larger pumps shag be designed so that the cartridge - i ••'i.t.:s t;•.. .'•':a -I i seal may be replaced without removing motors 13 HP and larger, seal may be replaced without removing motors 15 HP and larger. I I- - - 3-1/2' MINIMUM III ►p::t,•. I-_ The um motor(s) -�- CONCRETE BED 6" The pump motor(s)shah be d OOP design(high efficiency rated and other motor enclosures are acceptable).The motor(s)shah have a NEMA C face and shah operate ata pump ()shag De d OOP design(high efficiency rated and other motor enclosures are acceptable).The motor(s)shat have a NEMA C face and shat operate at I I •►,••/,,•►, I I I- p ' .y 3 RE-BAR CONTINUOUS nominal 3500 RPM.Drlve�nd motor bearings shah be designed to absorb thrust and shag be adequately sized to ensure long motor INe. nominal 3500 RPM.Drive-end motor bearings shag be designed to absorb thrust and shall be adequately seed to ensure long motor life. CASE 3 -+i 8' F--24•-*1 8" +--- ( I• The system electronic controller shall be a PMU2000 or approved equal.The controller shag operate the pumps to maintain the design pressure while using minimum energy and U N LESS OTHERWISE INSTRUCTED) The system electronic controller shall be a PMU2000 or approved equal.The controller shall operate the pumps to maintain the design pressure while using minimum energy and MORTARED STONE SWALE III III I I I alternatingbetween the constants speed pumps to maintain relative/ equal um operating hours As flow b alternating between the constant speed pumps to maintain relatively equal pump operating hours.As flow begins,thevariable speed lead pump will start at low speed.As demand p p p y q pump p g begins,thevariabW speed lead pump will start at low speed.As demand 2" MAX. increases,the lead pump RPM will increase until t reaches fug RPM.At this point another pump will start.The lead pump will change RPM to match system demand at ` I- demand, the lead pump RPM will increase until N reaches full RPM.At thin point another pump wig stall.The lead pump will change RPM to match system demand at1DEPTH the set point.Additional pumps will start in the same manner.The pumps wig changeover automatically to maintain the system pressure depending on the set point.Additional pumps will start in the same manner.The pumps will changeover automatically to maintain the system pressure depending on demand,time,and fault.When water demand is zero,the system shall shut oft.N the system includes an optional standby pump,the controller shall exercise this pump every eight demand,time,and faun.When water demand is tern,the system shah shut oft.N the system includes an optional standby pump,the controller shat exercise this pump every e ght �:,•�. �;'�.! I- 4" days.The controller shall accept a low suction pressure or other suction faut input to shut down the system.The controller shall have a keypad and LCD display screen.System days.The controller shall accept a low suction pressure or other suction fault input to shut down the system The controller shall have a keypad and LCD display screen.System _ ' rr..• .. .. r functions will be programmable through the keypad.These programmable functions and information shall include,but not be limited to: functions will be programmable through the keypad.These programmable functions and information shall include,but not be limited to: i'•i,.r,:•, �;'•!' _ T 1.Pump status 1.Pump status 8.VFD um min.and max.speed ) 4' CONCRETE BED CONCRETE CURB 8.VFD pump min.and max.speed(percent) 11.Current um rotation order pump Pe (percent) 11.Current pump rotation order COBBLESTONE 2.Elapsed running hours for each um pump 2.Elapsed running hours for each pump 7.System faults BENEATH COBBLE W/#3 BAR D r pump 7.System faults 12.Friction Loss Compensation(set-point) Y 12.Friction Loss Compensation(set-point) 3.System pressure set-point 3.System pressure set-point 8.Pressure transducer design settings Y P Po 8.Pressure transducer design settings 13.High and low discharge pressure shut-down limit p g 13.High and low discharge pressure shutdown limit 4.Actual system pressure 9.Pum 4.Actual system pressure 9.Pump priority 14.Low suction pressure shut-down limit � P MIN. / 4 MAX. RAD. Pump priority 14.Low suction pressure shutdown limit S.VFD pump speed(percenU 10.Standby pump designators 15.Analog input for remote set point control CURB at GUTTER SEE DETAIL FOR S.VFO pump speed(percent) 10.Standby pump designation 15.Analog input for remote set-point control 18.Digital input for remote stop/start < /;,PER 8' PCC MOW CURB IT Clock input for remote stop/start et-port 17.Clock Program(multiple set-points) CITY STD. $34 END CONDITION 17.Cock Program(multiple se!-points) The controller shah be mounted in a control cabinet with a NEMA 3R enclosure rating(or specified optional cabinet)with the keypad and display screen The controller shall be mounted in a control cabinet with a NEMA 3R enclosure rating(or specified optional cabinet)with the keypad and display screen 4 4 6 PCC MOW CURB mounted through the outer door.The control cabinet shall be UL 508 listed as an assembly.In addition to the electronic pump controller,the control mounted through the outer door.The control cabinet shall be LJL 508 listed as an assembly In add tion to the electronic pump controller,the control PER CITY STD 534 cabinet shall include circul breakers for each pump and the control circuit IEC rated motor starters for the constant speed pumps,and control relays for cabinet shag include circut breakers for each pump and the control circuit,IEC rated motor starters for the constant speed pumps,and control relays for PLANTER alarm functions.Control cabinet options shall include,but not be limited to: alarm functions.Control cabinet options shall include,but not be limited to: AREA COBBLESTONE NOTES:HARDSCAPE 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION G d 1.Pump Run Lights(the VFD lead pump includes this as standard) 8.Phase Monitor,the VFD motor includes this as standard 1.Pump Run Lights(the VFO lead pump includes this as standard) 8.Phase Monitor,the VFD motor includes this as standard 2.Pump FauRLights(the VFDlead pump includes this asstandard) 7.Voltmeters 2.Pump Fault C JOINTS AT ZO -O O.C.Lights(theVF0leadpumpincludeathisaastandard) 7 Voltmeters 3.Visual Alarm 8.Ammeters 3.Visual Alarm 8,Ammeters 4 4 `D � 2• $" WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY- 4.Audible Alarm 9.Lightning protection 4.Audible Alarm 9.Pump El protection ed Time SIDEWALK HARDSCAPE MAINTAINED TURF. S.Lightning Arrestor 10.Pump Elapsed Time Meters S.Lightning Arrestor 10.Pump Elapsed Time Meters 11.Control Panel internal illumination 11.Control Panel internal illumination JOIN AT RIGHT ANGLES (TYP.) 3. CONCRETE TO BE 520-C-2500 MIN. The control cabinet shall be mounted in one d d the following ways depending on the size the cabinet: The control cabinet shall be mounted in one d the following ways depending on the size d the cabinet: 3' MIN. / 4' MAX. RAD. EXISTING CURB 42� 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, 1.On a 304 stainless steel fabricated control cabinet stand attached to the system skid 1.On a 304 stainless steel fabricated control cabinet stand attached to the system skid OR WALK AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, 2.On a 304 stainless steel fabricated skid,separate from the main system skid 2.On a 304 stainless steel fabricated skid,separate from the main system skid AND BETWEEN ALL TURF AND G RO U N DCOVER AREAS. NOTES: 3.On its own base 3.On its own base END CONDITION The suction and discharge manifolds shall be fabricated of 318 stainless steel.Both manifolds shall be designed to attach to the system piping at ether1. CONCRETE CLASS 520-D-2500. The suction and discharge manifolds shah be fabricated d 318 stainless steel.Both manifolds shall be designed to attach to the system piping at either and of the manifold.Each manifold shall include a liquid filled pressure gauge.The suction manifold shall have as standard a pressure switch or end of the manifold.Each manifold shag include a liquid filled pressure gauge.The suction manifold shall have as standard a pressure switch or 2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: pressure sensor to sense low suction pressure(other suction fault inputs optional).The discharge manifold shag include a stainless steel pressure transducer with a 4-20mA output.The pressure transducer shah be factory installed and wired. pressure sensor to sense low suction pressure(other suction faun inputs optional).The discharge manifold shah include a stainless steel pressure BOULDERS: MAX. 3'0' - MIN. 2'0' y transducer with a 4-2OmA output.The pressure transducer shall be factory installed and wired. COBBLESTONES: MAX. 18» - MIN. 6 WITH ONE FLAT SIDE Isolation valves shah be installed on the suction and discharge of each pump.A check valve shah be installed on the discharge of each pump(optional Isolation valves shah beinstalled on the suction and discharge of each pump.A check valve shag be installed on the discharge of 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT each pump(optional , on the suction side for suction lift applications). on the suction side for suction lift applications). 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS D MORTAR. 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK IS ALLOWED) The system shah include an ASME rated diaphragm type pressure tank sized by the system manufacturer. The system shall include an ASME rated diaphragm type pressure tank sized by the system manufacturer. 5. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO Al systems shall be factory tested for performance and hydrostatic tested to 250 psi.Verified Factory Performance Tests and Witness PROCEEDING WITH REMAINING ROCK WORK. Factory Performance Tests shall be options provided by the system manufacturer. Al systems shall be factory tested for performance and hydrostatic tested to 250 psi.Verified Factory Performance Tests and Witness 6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. Factory Performance Tests shall be options provided by the system manufacturer. 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 8. ALL COBBLE STONE AREAS SHALL HAVE 6"x8" CONCRETE HEADER AS AN EDGE AT PLANTING. 8. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN. AT ALL TIMES WITHIN THE R.O.W. RAIN BIRD-MODEL ME 1CRE 15-3 5.OW-(I) PHASE 23N MOTOR RAIN BIRD-MODEL ME 1CRE 15-3 5.0HP-(1) PHASE 230V MOTOR STANDARD PLAN 642 STANDARD PLAN 634 1 1 RIVER WASHED GRANITE COBBLESTONES CONCRETE HEADER ® 0 D 43 ? ® 43 ? 7 2 l) 9 4 3 2 l) 9 4 3 y 6 81 16 8 17 -7 5 ,7 -7 3 35 35 4Q 4Z ALL DIMENSIONS ARE IN INCHES RNN BIRD ME SERIES PUMP SYSTEM ALL DIMD61ONS ARE IN INCHES RAIN BIRD ME SERIES PUMP SYSTEM RI N DEMPmoN my DEcaPnoe BOULDER I r LOCATE PER PLAN • nos uu if rm►res AM s mere ua,0yIf Fft FORt AM~Fftna�iar vIf MAL AM V6111IF" • ' L 31 am 1/2- POLY-FOAM • . ANSION JOINT • mom • 1/2' RADIUS e • 10 TANK u4A WL u n 2/3 ,s ,sum am sopm wyaw 30456 73 73 ,2 4 72 26.0 i 78 Z6.0 (INSIDE <INSI <IN IDE> I <INSIDU 1/3 + 6 6 '• .•' . ti X 08.0 SLEEVE ` T \ • . •5 •� • ,' I • • •' •T ••'- - ••• At •�f J 08,0 SLEEVE I I I iI I ADJACENT HARDSCAPE r I I UNDISTURBED NATIVE SOIL REFER TO PLAN xi 2 ,0 I I xe 2 .0 I I • 4 1 I •� • I 4.0 TYP. 7- - - -,. - � J 4.O TYP. -. -.. �� •• 43 � x4 TYP .0 SLEEVE <ELEC, CONN.) •• • "• I I I I •4 TYP 2.0 SLEEVE (ELEC. CONN) I I x83 x83. TOP VIEW •• • •�•. "♦• TOP VIEW .•• ' ., •�•• •�,• -14 -14 is -1ST NOTES: END VIEW END VIEW 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST 1/3 OF BOULDER'S DEPTH DESCRIPTION OF REVISION DATE CITY 333 INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE ® 0 0 12 ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. CITY OF RCUCAMONGA 1 e 6 0 ® •, 2. 1/2' POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 6 ,o 4PNDSC,q�p ® 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE CONSTRUCTION PLAN. ��i , 0 QO�9,p CONSTRUCTION DEVILS 4. 90% COMPACTED SUB-GRADE. DAY CREEK BLVD d g 3t 2007 TRACT 16227 rP. °° RANCHO ETIWANDA ESTATES up P's •' APPROVED BY: DATE:SUPPUED BY D� Bum CITY ENGINEER R.C.E. 24953 Slow DEVELOPER. DESIGN LANDSCAPE ARCHITECT: RECOM ENDED SUPPLIED BY CSUPPLIED 8Y 3s J70 3S SUPPUED BY CWIRYCTOA TOR SUPPLIED BY CONTRACTOR RAIN tNRD PUMP surart ME 1cA15-7 w/PE-76281 ENCLOSURE SIDE VIEW D Ns IN INCHES RAIN BIRD PUMP sTATI01t M[ tCRtO-J w�PL-752N ENCLOSURc SIDE vAIM a sa pp�01 INcl1ES 1�rGOV f�.�. AVE" 9 A •e * IONS FOR REFERENCE ONLY . DIM ARf FOR REFERENCE ONLY BCA Deve Io p m e n t Inc. DRAWN IRVM CA 92814 SHEET STANDARD PLAN 642-A 1114-Cl sarCA 9226 Wo) 399'vV�Q7o `I � `+8 T•L no, (949) 883-1053 OF 41 IRRIGATION BOOSTER PUMP FOR CONTROLLER C & D IRRIGATION BOOSTER PUMP FOR CONTROLLER A & B BOULDER PLACEMENT Fox. no, (949)853 CHECKEDRLA NO 4178 DRAWING NO. DATE 3-25-06 FILE NO 2020-I. PROJECT SHEET NO OF CITY OF RANCHO CUCAMONGA PRESSURE CALCULATION FORM Controller E Water Meter 2' Size IRRIGATION LEGEND Elevation 1835.77 Static Pressure High Low KEY DESCRIPTION RADIUS G.P.M. PSI PREC. TORO 3004-12-03-COM 90' POP-UP ROTOR 30' 1.89 50 .77 Source of Information Adhom Aimosrf Ie;t ZAINBIRD 1812-SAM-PRS-4V POP-UP SET 09OX SHRUB SPRAY 4' .29 30 1.87 O TORO 3008-12-03-COM 180'POP-UP ROTOR 30' 3,77 50 •77 Phone Number 909-987-2591 _t ZAINBIRD 1812-SAM-PRS-4V POP-UP SET 01 BOX SHRUB SPRAY 4' .45 30 1,$7 0 TORO 3006-12-03-COM 135'POP-UP ROTOR 30' 2,83 50 ,77 Date of Information 9/15/2004 H.G.L. Mean Elevation 2085 (Required if store pressure unknown) bL RAINBIRD 1812-SAM-PRS-80 POP-UP SHRUB SPRAY 8' .26 30 1.83 0 TORO 3010-12-03-COM 225' POP-UP ROTOR 30' 4.71 50 .77 _Q RAINBIRO 1812-SAN-PRS-8H POP-UP SHRUB SPRAY 8' .52 30 1'83 (S) RAIN BIRD BP SERIES: MODEL ME REFER TO BOOSTER PUMP INFORMATION ON SHEET L-8 Water Meter Elevation 1835.77 O RAINBIRD 1812-SAM-PRS-8F POP-UP SHRUB SPRAY e' 1.05 30 1.83 249.23 +.433=107.9 4' RAINBIRD 1812-SAM-PRS-8V POP-UP SHRUB SPRAY 8' 72-1,1 30 5-322 FM-] 2' IRRIGATION METER BY C.Y.W.D. - SEE WATER PLAN BY CIVIL ENGINEER ill RAINBIRD 1812-SAM-PRS-100 POP-UP SHRUB SPRAY 11 .39 30 1,75 FEBCO 825 -Y-BV 2' REDUCED PRESSURE BACKFLOW PREVENTION DEVICE W/ FEBCO 650 0 Remote Control Valve E-1 Size 1-1/2' Maximum Demand 36 G.P.M. BRONZE WYE STRAINER OR APPROVED EQUAL W/ COAST GUAROSHACK CGS-3 W/ LOCK Elevation of Highest Head 1855,25 t RAINBIRD 1812-SAM-PRS-10H POP-UP SHRUB SPRAY 10' .79 30 1'75 ®RAINBIRD 1812-SAM-PRS-IOF POP-UP SHRUB SPRAY 10' 1.57 30 1.75 WILKINS 504 SERIES PRESSURE REGULATOR-LINE SIZE - SET AT 83PSI • Qty. Size Item P.S.I. Loss It RAINBIRD 1812-SAM-PRS-10V POP-UP SHRUB SPRAY 10' 75-2.1 30 1,75 1 1/2' DATA INDUSTRIAL IR220P FLOW SENSOR 1 2" Water Meter 1.0 1 210 Flow Meter 0.6 Device 4 . tiRj� �,f/ Id RAINBIRD 1812-SAM-PRS-12Q POP-UP SHRUB SPRAY 1Y .65 30 2.01 H BALL VALVE (ONE SIZE) WATTS FBV-3 (1-i/2'-3') QP r/ RAINBIRD 1812-SAM-PRS-12H POP-UP SHRUB SPRAY 12' 1.30 30 2.01 2' SUPERIOR 3100 NORMALLY OPEN REMOTE CONTROL MASTER 1 2' Master Valve 3.2 SEt�11�N�/ �' �� RAINBIRD 1812-SAM-PRS-12F POP-UP SHRUB SPRAY 17 2.60 30 2.01 1 3' Gate Volvo (s) 0.5 E� • RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE, SIZE AS NOTED 10 2.5' Class 313 Main 0.51 /100' .05 SC - RAINBIRD 1812-SAM-PRS-12-V POP-UP SHRUB SPRAY IV 65-1.95 30 2.01 Mainline MATCHLINE SEE SHEET L-9.2 i� �,.� It RAINBIRD 1812-SAM-PRS-150 POP-UP SHRUB SPRAY IV .93 30 1,83 0 RAINBIRD 33-ONP QUICK COUPLING VALVE, INSTALL V FROM HARDSCAPE, LOCATED 150' O.C. MAX 1 1-1/2" R.C.Y. Assembly 3.5 y 1� L ` _ � mm _ � RAINBIRD 1811-SAN-PRS-15H POP-UP SHRUB SPRAY 15' 1.85 34 1,83 Lateral Line 3 /E � * / [ ' PVC SCH40 LATERAL LINE - 12' COVER IN PLANTING AREA. PVC SCH 40 - 24' Lateral Line 1' RAINBIRD 1812-SAM-PRS-15F POP-UP SHRUB SPRAY 15' 3.70 30 1. COVER UNDER PAVING. SIZE AS NOTED. Lateral Line I HIGH EAD/ tE 2 RAINBIRD 1812-SAM-PRS-15Y POP-UP SHRUB SPRAY IV 92-2.78 30 1.83 SCH. 40 - 1-1/2' AND SMALLER CLASS 315 2' AND LARGER. 36' Fittings Loss 10 X PVC IRRIGATION MAINLINE; , 9 0.3 I II \ �, COVER UNDER PAVING, 18' COVER IN PLANTING AREAS, SIZE AS NOTED. 19.23 Elevation Change (+-) 8.3 __ 1D HUNTER 1-40-ADS-40 POP-UP ROTOR 45' 7.0 50 .84 _ _ _ _ = SCH 40 PVC PIPE 2X DIA. OF PIPE BEING SLEEVED, Total System Losses 32,95 ` I 0 HUNTER 1-40-ADS-43 POP-UP ROTOR 56' 13.5 50 .96 - SW 40 PVC ARE SLEEVE-2' MIN. Pressure to Operate Head: 30 / I I O HUNTER 1-40-36S-43 POP-UP ROTOR 56' 13.5 50 96 A B CALSENSE ET2000-40-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 40 STATION CONTROLLER IN I I_ STRONG BOX MODEL NO. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE Total Pressure Required: 62.95 -1 F MPS-A18-IOK. Lowest Static Pressure Available: 107I I C D CALSENSE ET2000-32-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 32 STATION CONTROLLER IN Pre-set Regulated Pressure (if required) 83.00 I I I �� STRONG BOX MODEL NO. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE Residual Water Pressure: 20.05I I \ MPS-AI6-IOK. I CALSENSE ET2000-8-LR-RR w/TP-1,TP-110 AND LR/RR DOME 8 STATION CONTROLLER IN Cit Required Residual Water Pressure: 15-20 psi 3/41 E STRONG BOX MODEL NO. SB-16-SS W/ CALSENSE OPTION AND METERED ENCLOSURE Y e9 D I I jI �i SET PRESSURE REGULATOR TO 83 PSI I I I � \ MPS-A16-10K. I II I + I I + N 17,100 E 6,100 1 I II ( I ( CONTROL VALVE INDICATES CONTROLLER NUMBER INDICATES STATION NUMBER A 5 23- INDICATES GPM INDICATES VALVE SIZE �• I I %' \' NOTE: NUMBER NEXT TO VALVE CALLOUT IDENTIFIES AREA SERVED IN SQUARE FEET. - DESIGN CRITERIA: POINT OF CONNECTION: (E) f CITY STATIC WATER PRESSURE: 107 PSI HGL: 2085' I` LIJ I NAME OF WATER SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT + A + �� PRESSURE GIVEN BY: ADHAM ALMASARI ON: 9-15-04 of I\tr- �. (_� PHONE NUMBER: 909-987-2591 ONTROLLER LOCATION: E yr POTABLE WATER POINT OF CONNECTION: (E) y IRRIGATION CONTRACTOR SHALL VERIFY THE STATIC WATER PRESSURE WITH SUPPLIER (1) CALSENSE ET2000 8 STATION IRRIGATION CJ 2 IRRIGATION METER w/ 2 SERVICE AND CONNECTION c4 PFR CUCAMONGA VALLEY WATER DISTRICT. PRIOR TO INSTALLATION. IF DIFFERENT FROM ABOVE NOTIFY COPC OR OWNER. CONTROLLERS IN A VANDAL-PROOF ENCLOSURE. LANDSCAPE CONTRACTOR SHALL VERIFY METF�R AND CITY'S REPRESENTATIVE. FAILURE TO GIVE SUCH NOTIFICATION MAY RESULT II' �_� C� CONTRACTOR SHALL VERIFY FINAL CONTROLLER 1111 N W I ( ( L6CAT10N AND 107 PSI MIN. STATIC PRESSURE IN CONTRACTOR BEING RESPONSIBLE FOR CHANGES/WORK THAT MIGHT OCCUR. LOCATION AND ELECTRICAL POWER PRIOR TO START ( 0 PRIOR TO COMMENCING WORK. ANY OF WORK. GENERAL CONTRACTOR SHALL PROVIDE I ® E�] DISCREPANCIES SHALL BE BROUGHT TOTE 120 VOLT CONTINUOUS POWER TO THIS POINT. a_ J 'ATTENTION OF LANDSCAPP.,ARCHIIECT AND THE CITY'S RAINBIRD 1800 PCS PERFORMANCE CHART R PRESENTATIVE PRIOR-TO START OF WORK. THE VA EL EL PCS-010 CS-020 PCS-030 PCS-040 PCS-050 4' LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE �'aoR PURPLE B OWN 'SIL ER ORANGE BLACK F¢R ANY CHANGES OR MODIFICATIONS IF THE 8F 2' 3' LIMIT O WO 8' LANDSCAPE CONTRACTOR TO CAP IRRIGATION MAINLINE CITY IS NOT NOTIFIED OF SUCH DISCREPANCIES. 8H 5' r $r FOR FUTURE USE AND PULL ALL AVAILABLE CONTROL LMD PER DR J NO. 1803-L I ao1 4' a' WIRES PLUS ONE EXTRA CONTROL WIRE TO THIS POINT. - - WATER METER ELEV.: 1835.77 1OF 1' 4' PLACE ALL IN A ROUND 10" PLASTIC VALVE BOX. PEAK DEMAND: 36 GPMS 10H 3' 6' 8' + 100 2' 12F 2' S 8 6 120 3' ' 1 . 10' 15F - - - - - 15H 3' 4' r 150 3' S' 9' 12' NOTE: MINIMIZE OVERSPRAY ONTO HARDSCAPE BY ADJUSTING NOZZLES AND APPLYING RAINBIRD 180OPCS AS NESSARY. SEE CHART. SHEET L-1 {. s + • ry,.:. 'v•r. �~•.. fyC' I I" ♦'" w '` r., .,,�roi.•.•r i<.♦ r r� W�E-14 -222SHEET2 ?. "�k"-�.:�r'L'`i� , * ��k y, i . �,Q}_•"� }.+.� �i' i 2-26 LX� - r7, {�`. r''� �.�-c'titir�zt t. '?•;`,.,{�• �,'�,st': r '4ti,.. �i�, i i; �=.i;{ " i,j• �!.r � '` .�r +,�-. 1_ 1 •'w.�fA ,; �c• •_;:� ti .�4; rt: DESCRIPTION OF REVISION DATE CITY '• � ��r ��•.� i + tl .. I per' .? �1'>. •.►r +gin. YC��, �...... ,� ,. .�+:. ..� � . . o�. DSCq CITY OF RANCHO CUCAMONGA SHEET L-22 - . . � � SHEET L-3 Q°��9�t1 IRRIGATION PLAN < ,� � 2 y SHEET L- � S W L-4 5Ht=T E:?101\%' SHEET L-b Li4 DAY CREEK BLVD -II SHEET L+26 SFIEEf L-.2.1 -SHEET L-2.1 SST Lr3 -ICI SF Y L rFxa naturae � TRACT 1 227/ LMD AREA NO. 10312007 SHEET7r L-z4 �SFT L-23 21 RANCHO ETIWANDA ESTATES ' , = SHEET KE / a - 07 ch%.\F APPROVED BY: DATE: &lAgedgp CITY ENGINEER R.C.E. 14953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECO M NDED 0' 15' 30' 601 900 DIAL TOLL FREECW0 -C 17288 RED tit. AV8" $7W40 A •� 1-800-422-4133 BCA Development Inc. DRAWN HVA, CA 92M SHEE 319"1 Airport Loop Drive AT LEAST TWO DAYS costo Mesa,CA 92626 (04) 390-0870 L- 9.1 OF 41 ,� � BEFORE YOU DIG TeL no. 1141)1(9 9j s6s-$63-boss 55 SCALE: =30 -C+ CHECKED RLA NO 4178 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNJ DATE 8--28-06 FILE NO 2020-L PROJECT SHEET NO 0F f ` \�\ , ` ` �� K �t' CONTROL VALVE CITY OF RANCHO CUCAMONGA � PRESSURE CALCULATION FORM `•,'� � \ `� INDICATES CONTROLLER NUMBER \,� �� v ` �.� �� d+�,,,. �� \ --- \`,_'� _ _``.��,___ � INDICATES STATION NUMBER Controller C do D \LI(�j� - A g 23- INDICATES GPM Water Meter 1" Size MATCHLINE SEE BELOW RICHT REFER TO RANCHO ETIWANDA ESTATES PROJECT ENTRIES, ONSITE -9 Tr Elevation 1918.6 FENCES AND RETENTION BASINS PLANS PREPARED BY CDPC t► �`� INDICATES VALVE SIZE Static Pressure High 85 Low 80 / �' / ry ` ' �-U4" 949-399-0870 X y NOTE: NUMBER NEXT TO VALVE CALLOUT IDENTIFIES AREA SERVED IN SQUARE FEET. Source of Information Adhom Almasri � / I, /4 \ �� s j / Phone Number 909-987-2591 3¢ //• - Oate of Information 9/15/2004 � '`� `� ,r; g � �� DESIGN CRITERIA H.G.L. Mean Elevation i 2085 (Required if static pressure unknown) /_ ^� // / /// f�� \� �` ,r�� � ,\ � i!� � �� �. S' . ! ��' 9r' CITY STATIC WATER PRESSURE: 80-85 PSI HGL: 2085' 18 36 Water Meter Elevation 1918.6 � �. 'N � // � 1-114' s 166.4 *.433-72.1 1/1' oeary• / ` � _ C Illy 7 ' %P1 NAME OF WATER SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT Remota Control Valve Size 1-1/2, i n 3l4� /( _ /tip' i �� PRESSURE GIVEN BY: ADHAM ALMASARI ON: 9-15-04 Maximum Demand 100 G.P•M. / f / > - / B __ Elevation of Highest Head 1941.47 i Z 1 3! PHONE NUMBER: 909-987-2591 Qty. Size Item � / � �--- -- - � / 1924.22 P.S.I. Loss i 3/4' % / T D IRRIGATION CONTRACTOR SHALL VERIFY THE STATIC WATER PRESSURE WITH SUPPLIER t Z" water Meter 7.8 / $ !4 ='�' / PRIOR TO INSTALLATION. IF t 2' R.P. Backflow Device 12.5 . 3/4 ~ 7 1 � 952.4 11� 1 I n Q1 50.7 611 1\ I I1 LIMIT O WORK I i � - - _ _ �► _� X11 idol - %� + �� 9 49 OD - � 1 1950.2 Y • 3 4' �r 1-U4 - .0 _ _ - - � 14kIL r-- \� - _�' 3/ `°.. ` /' `, a ` : - - r" RAINBIRD 1800 PCS PERFORMANCE CHART REFER TO RANCHO ETIWANOA ESTATES PROJECT ENTRIES, ONSITE 4' _v- _ - - 3/4' - I .__ 3! ' MODEL 01 0 0 - -- -- ___ _ ,'4� M PCS CS P FENCES AND RETENTION BASINS PLANS PREPARED BY CDPC �` _ ��` ---_- _ - � -` y - -�. - - -- - - - � ' ,, , 0 2 CS 03 PCS 040 PCS 050 3/ - COLOR PURPLE BROWN SILVER ORANGE BLACK ' .--�� -� 10 20 30 40 50 949-399-0870 r ^` - 3!4' 3/4 I' I-+n' r 3/ '4r I' / 3!4' I-I/4' 3/ r 8F 2' 3' g - � 14 .;r � -- 2 � - - --� - -- s4 4 8' s I Itl�aI' I-I/4 _f - -V4 3/4' r 4 _ _ _ - ---- --- -_-_ - 3/ -I/4 f-V4 ILL 1 of 1' 4' • /4' \ =- 3!4'-, ' ; --- ------ - 14T --_- -- --- - -- toff 3' an �' + • i I-I/4' I-I!4'l - 4. , I4 „ r , y�:� t o0 2' �;; �. •' I d 3/4 - - A 24 39 A V 39 •�" .s~ �r i \ - Z' ' 1.y� 18 43 A 2!f 39 A 16 40 A fa;f 4Z A 27 6 A N 41 12F e e ± I I 3/ - �_- � 1/Y 2aei 1I]' I�-o-- y2' 183a A 26 42 '� , n - 3/4 I-I a_ r, 4 yr __� - - - ssa3 V1' _ 12H 4 s 10 `i 4 I I�I 14 �' s3� C 22 31 -- _ __.-- VA 12H seas- V7 1618 Vr alp _ - 120 Vr 23ai -- I -- A 20 40- ' yr loaq ' 1a38 [��^^� ..0 7 41 C 23 4 1/1' i psi L.. 15F - - - - - 2. 2.V �.s• ©�, ULEW V1' ois t/1" f�as o <� 15H 3' 4_ A 23 4!s r z. I� - - -- --- - 2.DAYCREEK 3. ....■L�,a s.V s.s� Y '�°� 3/4' �' I U I-I/ Ir . lr 1• -� ��i 79� a•y /�� - -- ---- ! --- --.._- -_ _ T- = 2. 3' ! 1 Iva-A I• I _ 3/4�--- - NOTE: .2 _ �./� ,� rJ, \ A/ 119 \39C 21 '' �, _-r� �: . �, � f--. /4' � ;�#- � 3/4' 3 \ - /4 I I) 314 3/4 ! MINIMIZE OVERSPRAY ONTO HARDSCAPE I I - V1' ma 1/1' 13a J,_ 3/4' I-V4' f 4' I-V4 3/4 - ' 3/4' ��-� I -U4' I BY ADJUSTING NOZZLES AND APPLYING 1/]' RAINBIRD 180OPCS AS NESSARY. SEE i' j .ice x`314 _ __ } -.�� - _ - - - _= --_-__ -= �4 - _ J - _ --�� --_ Yui= - �- , • tiP`'�` 26 , 1121. 1 25 3/4' i I I 24 �_ I 1 9 5 5. ) \.;� 3/a' 4r I , • I18 1 2 2 23 X 9 5 6. ' O 1-114 _... _ \ 1 ' 4 4 , I 19 20 - 1957.4 � �� 314' I I _-_ 21 19 5 8. 1 C_ A 1-� ' 5 1959.a / 1959.-? 959.6 1 I 1 3/4 �` 3/4 1 1 r 3 4' , r 958.8 ¢' - 314 I 3!4' �` r - I l4 3l4' 1 - I Ar L 31f ;- ,;; 314' -I/ -:i � _ _. �! 1-1/4 --, 3/4' a .,a ¢ ' J - - 1 1-U4' ♦ i H MT HEAD 5F"14603 i LIMIT OF OR / ' Lu u - -.� 4 J/ , uZ�•- 4' - f--""r '1.t-.-,�-�" �-,-A--,.,'-1�.1 -4/-1 " w r 31 V41- /4 Ia Ir A ,, (� _ " 3/ 1 �.^ . , ,, -- r � I••I 4' r 314 , 3! r14P- 7 41._,x-'" 3/4 _ 3/4 - - - - - 3! �J1 4,:� � T- 4' _.. , �• /3¢/4 . �¢r3\!4'' � �r ¢r/ 4�,�r r , II-In- . , 5141 / r 3/41 ------"`--�"� -- � _ 1/121239 -/4' 33 3a_ 26 41 � 9 � � a �� 1/1' 233 ,,1--• r - �r • _ f J . Z - 4• __ __ .___ � ■ ] Y _-_____--- ------- ��_..__-__ --___��.-� � r •V4• � '- �` A 32 43 - -- wvrI V 3¢r,t` --- W .-s" s.y - - - :r -� �'�r�r �" A 31 40 A 10 41- V1' 26x9 - /4 CN A/13\41 A 29 3Z A 12 41 A 3( M A 11 43 _ -- V1' Z1 y1' rrl9 _ 1/1" 24A4- 9'S-- 111' s4 a -� 2a 1/Y 2349 !4' _ 1-C _� --- - 1/1' 246a ---+-- Y1' 906 _ -- -- --- / C 24 4 C a 42 1/? I1� s.�" -- - ' -� - ¢' � 1 /4r _ 3 39 ? 1/? 12x4 cv 1/1' 909 1/1' 1411 1• - y1' la-r9 - _ - Y .- 3/4'1.1(¢ ' 14' _ w 4 j I-I/4' 1-1/4' t-U4' l4' 1 _ _ _ - _ _ -%' go --- -- - -- /4o- -_ ;qjOR`� - NTIZAGTOR r0 PLAG�MAINLINE OF N THIS SIDE OF WALK - - - - _ _ - f ROPER - ,l®.4 V RAINBIRD 1800 PCS PERFORMANCE CHART - ----}a _ jo .- - -010 -020 -03 -04 -050 MOD PCS CS PCS-030 PCS-040 PCS EASEMENS COLOR PURPLE BROWN SILVER 0 ANR GE BLACK SCLC 8i 2' 3' 8' -SCE EASEMENT PROPERTY LINE - _ 80 4' 8' 10F 1 4' - ---- --- _awe. WL ! i - - _ �! ------ -- -- --- -- sir or - ` - 100 2 6, 8' war Ar 60 12F 2 9' 12H 4' 6' 10' 120 3' 8' 11' - 15H 3' 4' 7' IRRIGATION LEGEND ,5a 3' 5' 12' KEY DESCRIPTION RADIUS G.P.M. PSI PREC. ® TORO 3004-12-03-COM 90' POP-UP ROTOR 30' 1.89 50 .77 NOTE: iQL RAINBIRD 1812-SAM-PRS-4V POP-UP SET 090% SHRUB SPRAY 4' .29 30 1,87 OO TORO 3008-12-03-COM 180' POP-UP ROTOR 30' 3,77 50 .77 MINIMIZE OVERSPRAY ONTO HARDSCAPE TORO 3006-12-43-COM 135' POP-UP ROTOR BY ADJUSTING NOZZLES AND APPLYING .� RAINBIRD 1812-SAM-PRS-4V POP-UP SET 0180% SHRUB SPRAY 4 .45 30 1,87 0 30 2.83 50 .77 RAINBIRD 180OPCS AS NESSARY. SEE b. RAINBIRD 1812-SAM-PRS-8Q POP-UP SHRUB SPRAY 8' .26 30 t.83 Q TORO 3010-12-03-COM 225' POP-UP ROTOR 30' 4,71 50 .71 CHART. Q RAINBIRO 1812-SAM-PRS-8H POP-UP SHRUB SPRAY 8' •52 30 1.83 (S) RAIN BIRD BP SERIES: MODEL ME REFER TO BOOSTER PUMP INFORMATION ON SHEET L-8 CONTROL VALVE O RAINBIRD 1812-SAM-PRS-8F POP-UP SHRUB SPRAY 1.05 30 1.83 - INDICATES CONTROLLER NUMBER ,0, RAINBIRD 1812-SAM-PRS-8V POP-UP SHRUB SPRAY g' ,72_1.7 30 5_3.22 M 2' IRRIGATION METER BY C.V.W.D. - SEE WATER PLAN BY CIVIL ENGINEER INDICATES STATION NUMBER (& RAINBIRD 1812-SAM-PRS-100 POP-UP SHRUB SPRAY 10' 39 30 175 0 FEBCO 825 -Y-BV 2" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE W/ FEBCO 650 A 6 23- INDICATES GPM BRONZE WYE STRAINER OR APPROVED EQUAL W/ COAST GUARDSHACK CGS-3 W/ LOCK L RAINBIRD 1812-SAM-PRS-10H POP-UP SHRUB SPRAY 10' .79 30 1,75 Y INDICATES VALVE SIZE • RAINBIRD 1812-SAM-PRS-IOF POP-UP SHRUB SPRAY 10' 1,57 30 1,75 ® WILKINS 500 SERIES PRESSURE REGULATOR-LINE SIZE - SET AT 83PSI NOTE: NUMBER NEXT TO VALVE CALLOUT IDENTIFIES � RAINBIRD 1812-SAM-PRS-10V POP-UP SHRUB SPRAY 10' 75-2.1 30 1.75 Q 1 1/2' DATA INDUSTRIAL IR220P FLOW SENSOR AREA SERVED IN SQUARE FEET. pl RAINBIRD 1812-SAM-PRS-120 POP-UP SHRUB SPRAY 12' .65 30 2.01 H BALL VALVE (LINE SIZE) WATTS FBV-3 (2-1/2'-3') RAINBIRD 1812-SAM-PRS-12H POP-UP SHRUB SPRAY 12' 1.30 30 2.01 © 2' SUPERIOR 3100 NORMALLY OPEN REMOTE CONTROL MASTER RAINBIRD 1812-SAM-PRS-12F POP-UP SHRUB SPRAY 12' 2.60 30 2.01 RAINBIRD 1812-SAM-PRS-12-V POP-UP SHRUB SPRAY 12' 65-1.95 30 2,01 • RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE, SIZE AS NOTED { r SHEET L-7 • �. �u��4�r.:?\':�,.�' • ;riyP'� f�..."a�-rw 1: ..`,i*, �N�t.-i . . �Rr + .+ jig M ti i��, .se3�.Y.+ �i� -I4 It RAINBIRD 1812-SAM-PRS-150 POP-UP O RAINBIRD 33-DNP QUICK COUPLING VALVE, INSTALL 6 FROM HAROSCAPE, LOCATED 150 O.C. MAX • , r,+,, ti ' ' 'S` r� ,� -� : P x ;`r:.�s• a. . SHRUB SPRAY 15 .93 _ ,, - • } T 30 1.83 `'-� ,; � , .. :> c .. .•,, �a#�. 1 # �, ..�.��. .,• �:: 22 RAIN IR 1812-SAM-PRS-15H SHRUB SPRAY 1 ' 1 30 1.83 -� : ' - .� ,:,; w�' �,�.;,, :. `.-; ,'• :. ' `'j. ='< -'�,� 8 D POP-UP 5 .85 `` �.. -�. ,ks�*' ..r r * ; • SHS T L 28 c PVC SCH40 LATERAL LINE - 12 COVER IN PLANTING AREA. PVC SCH 40 - 24 • :`�: ;' #�;� . :' w;�- � •' ,{•. . . Y't ' +,. r �.•x kti �• RAINBIRD 1812-SAM-PRS-15F POP-UP SHRUB SPRAY 15' 3.70 30 1.83 COVER UNDER PAVING. SIZE AS NOTED. �;. ��, ��%,. +:C� {=}�. . I . • c," DESCRIPTION OF REVISION DATE CITY RAINBIRD 1812-SAM-PRS-15V POP-UP SHRUB SPRAY 15' 92-2.78 30 1.83 "`r ~�°� �` " ' • {yrt•• � - Y :; f `j. PVC IRRIGATION MAINLINE; SCH. 40 - 1-1 2" AND SMALLER, CLASS 315 2" AND LARGER. 36" '`"K ;;,.' ` r:. '� �. t • • '• '� •'"'`"" -"'�'��''f'''•••��° •� ,,. " COVER UNDER PAVING 18 COVER IN PLANTING AREAS SIZE AS NOTED. �•'�' '. .'. • ;Y• ��:Yxh ;'`• .t r �... ./ •:Y :. CITY OF RANCHO CUCAMONOA , O HUNTER 1-40-ADS-40 POP-UP ROTOR 45 `.7.0 50 .84 - _ __ - _ - SCH 40 PVC PIPE 2X DIA. OF PIPE BEING SLEEVED. T L-22 A L00 F q O HUNTER 1-40-ADS-43 POP-UP ROTOR 56' 13.5 50 .96 - - SCH 40 PVC WIRE SLEEVE-2' MIN. • , SST L-5 ,`wa` � ��2�ny IRRIGATION PLAN < O HUNTER I-4o-36S-43 POP-UP ROTOR 56' 13.5 50 .96 A B CALSENSE ET2000-40-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 40 STATION CONTROLLER IN SHMT L-23.2 '� SHEET L-.4 4W�-1 SHEET L-b SHAT L 14 w � ' � DAY CREEK BLVD STRONG BOX MODEL NO. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE .!� SHEET L-� -E a MPS-A16-1OK. SHMT L-2J +r` .`� ' .n Bnature CALSENSE ET2000-32-LR-RR W TP-1,TP-110 AND LR RR-DOME 32 STATION CONTROLLER IN -4 r;r.� ' ` : .: '`"'`�'.w :` .0 - T 28 312007 TRACT 15227 -i .it am�, -18 SH 'f L 25 SFIE�T L Z'i �k C D W/ / x as STRONG BOX MODEL N0. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE SHEET L-231 . f q • : ti SHAT L-24 G v ��� RANCHO ETIWANDA ESTATES MPS-A16-1OK. I x'•..:. t2 �, w JHEET KE I o'17.9j 7T a Q► OCALSENSE ET2000-8-LR-RR w/TP-1,TP-110 AND LR/RR DOME 8 STATION CONTROLLER IN OF CX\. APPROVED BY: DATE: (007 0'L' STRONG BOX MODEL NO. SB-16-SS W/ CALSENSE OPTION AND METERED ENCLOSURE MPS-A16-10K. CITY ENGINEER R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOUMf NDED 0' 15' 30' 60' 90' DIAL TOLL FREEC = 1-800-422-4133 BCA Development Inc. DRAWN IR%# FCA 2O A1Iddl1H 9TUDI0 A SHEE �iVl� CA 92844 Costs M a.CA Looe Drive (849) 399-0870 L- 11 of 41 C AT LEAST TWO DAYS costo meso,a 82628 Tel no. (949) 863-1053 SCALE:1'=30'-0" BEFORE YOU DIG Fa.. no. (94a� s6s-Doss CHECKED RLA NO 4176 DRAWING N0. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN DATE 5--23-06 FILE NO 2020-L PROJECT SHEET NO OF i 08 CONTACT: SCOTT CARINGELLA WITH RAIN BIRD4(949) 294-3083 FOR PRICE QUOTATION AND DISTRIBUTION INFORMATION I INS QUOTE NUMBER & JOB NAME: SC60041A - Etiwanda-Controller A & B 107 RAIN BIRD MODEL: ME 1CR15-3 9�� J • I MAXIMUM SYSTEM DEMAND (GPM): 100 gpm - -- • I INLET PRESSURE (PSI/FEET OF HEAD}: 57 psi 9 38.6 ` \ - pl I i +► i PRESSURE SET POINT-DISCHARGE PRESSURE (PSI/FEET OF HEAD): 94 psi I -- \� PRESSURE BOOST (PSI/ FEET OF HEAD): 40 psi. -10. 3/4' 31 / a I MOTOR HORSE POWER (Hp : 50 hp r0r �` ~ - � � • MOTOR POWER REQUIRED PHASE/VOLTAGE): Single phase/234v ORK !-Il4 JOB SITE POWER AVAILABLE: Single phase, 230v � S OF !-I (•l/ - �i; INPUT AMPERAGE (USE FOR SIZING WIRES): 33 amps TRANSFORMER REQUIRED: None "` y , \� �.~ • PHASE CONVERTER REQUIRED: None J "` - 3/4 r \. - \ r ENCLOSURE: Aluminum ` \ �1 '' ', ��� ��:�\ -•.~\ • I I �► - 3/4'OPTIONS PMU 2000, Emergency Operation Switch, Pump Run Light, Lightning Protection, Fault Pilot Light �.• � � 3/4' ,;1 _^ Ar REFER T PMP T - �• r +' \�� Iti M 0 U AI AN SR CI CATI S EET L \ 1 ' 46 j ��/ � ,��' ON TROLLER LO A,]ION. A & B > - �' r , : : \ 2' �- (�1Q�� 11� I \ r (2) CALSENSE ET2000 40 STATION IRRIGATION ` �`v- -� e \` { \~ I �� \ - - I-1 4 r LU 3/4 -'� CONTROLLER IN A VANDAL PROOF ENCLOSURE. - CONTRACTOR SHALL VERIFY FINAL CONTROLLER ' r REFER TO RANCHO ETIWANDA ESTATES PROJECT ENTRIES, ONSITE _. - - / � r - i I' / ^ 1. �� 49 �-., ~� � z 314. "" 314 6 LOCATION AND ELECTRICAL POWER PRIOR TO START I-U Y - 3!4' �\ `� FENCES AND RETENTION BASINS PLANS PREPARED BY CDPC _ ' = " J�;/ Y1► �g OF WORK. GENERAL CONTRACTOR SHALL PROVIDE i 3! k '. 949-399 0870 " 120 VOLT CONTINUOUS POWER TO THIS POINT. r \ i o ' \ 2 i f.. - g mak' - "'- 21154 T- ,N - 1 3/4' ' ,, - V. io -J.00 14 8 3/4' y _, r r 1 4' 3/4' -_ - r,i r' ' �� D 31 413/4 314 1 3/4 _ 3/4' 3!4 I r 2' , .' _--�` D 1 4 0r � sr.- M OTABLE WATER PO T- f' ONNEC11ON: C & D / '!'.A �V' � 1 "--- � l ) 3/ \ - �� �� '" ��'` 3!4 � c� 3! _ l- \ - � 4 314' x': Y , �,. I- 3/4 , 314' !' !~ IRRIGATION METER AND CONNECTION PER 5� 3/4r _ CUCAMONGA VALLEY WATER DISTRICT. LANDSCAPE CONTRACTOR SHALL VERIFY METER a -_ l r !4 �'� �� -- s• 3/ _- LOCATION AND 72 PSI MIN. STATIC PRESSURE 314 �' 3l PRIOR TO COMMENCING WORK. ANY Vr _P34 g~ , �i DISCREPANCIES SHALL BE BROUGHT TO THE Y ~ . - �1 . x - \ - +� - ATTENTION OF LANDSCAPE ARCHITECT AND THE CITY'S ` 1/1' 222 141 1-a ' of 39 41 �� - -� - \ fir' l - LANDSCAPE CONTRACOTOR OSHAL START BE F RESPONSIBLE -2f ; s' �' 1• "� Z` �4 4' ,� 'Y " - FOR ANY CHANGES OR MODIFICATIONS IF THE E-' - 14 4 , - rIr _ CITY IS NOT NOTIFIED OF SUCH DISCREPANCIES. W 3!4 `'�,- i - x\` A 4 41 3 3a •y3 - ! 14' /4' I s` '�Wll OF W K ONTROLLER LOCATION: C & D �• r - " ;� - WATER METER ELEVATION: 1918.60 ' 1/r A 3a 31 / I-V4' _ - /4 2 CALSENSE ET2000 32 STATION IRRIGATION PEAK DEMAND: 1 PM ' O E DE D• 00 G S �� 1/Y' • ' ►' 4' , - ems -%� CONTROLLERS IN A VANDAL-PROOF ENCLOSURE. LL - - 2284 - / 4'r _- - ,� _ - CONTRACTOR SHALL VERIFY FINAL CONTROLLER w s' !4' - N7 LOCATION AND ELECTRICAL POWER PRIOR TO START RAINBIRD 1800 PCS PERFORMANCE CHART �- 1 4 r " 2a \C40NTW Ott�i'LA�MAINLINE CE �ASEME OF WORK. GENERAL CONTRACTOR SHALL PROVIDE M 0E PCS-010 - P - - - /�► 511 0r Mx 120 VOLT CONTINUOUS POWER TO THIS POINT. MQDEL Cs oto Cs 030 PCs 040 PCs oso j / CPM 10 20 30 40 50 Z r r ' ► O��RT CCCOLOR PURPLE BROWN SILVER ORANGE BLACK 8F 2' 3' 8' EAS M 8H 5' i' 8' ' ✓ - Sr SCS CONTACT: SCOTT CARINGELLA NTH RAIN BIRDO(949) 294-3083 FOR PRICE QUOTATION AND DISTRIBUTION INFORMATION OF V�. 0* -'" QUOTE NUMBER & JOB NAME: SC60040A - Etiwanda-Controller C & D !4 Q I, ' y� �4 11 4 C 1 �, POTABLE WATE JOIN OF CONNECTION: (A & B) RAIN BIRD UM SMSO EL: DEMAND ME 1CR15-3 10H 3, 8. 81 a� - f 2"-IRRIGATION METER w/ 3" SERVICE AND CONNECTION INLET PRESSURE (PSI/FEET(OF HEAD}: 62 2" 100 r s' e' VR CUCAMONGA VALLEY WATER DISTRICT. PRESSURE SET POINT-DISCHARGE PRESSURE (PSI/FEET OF HEAD}: 101 psi 12F 2' 9' LANDSCAPE CONTRACTOR SHALL VERIFY METER PRESSURE BOOST (PSI/ FEET OF HEAD): 30 psi 12H a' s' 10' LOCATION AND 71 PSI MIN. STATIC PRESSURE MOTOR HORSE POWER (Hp : 5.0 hp 120 3' a' 11' PRIOR TO COMMENCING WORK. ANY MOTOR POWER REQUIRED PHASE/VOLTAGE): Single phase/230v 15F - _ _ - _ DISCREPANCIES SHALL BE BROUGHT TO THE JOB SITE POWER AVAILABLE: Single phase, 234v 15H 3' 4' 7' ATTENTION OF LANDSCAPE ARCHITECT AND THE CITY'S INPUT AMPERAGE (USE FOR SIZING WIRES): 33 amps 150 3' S' 9' 12' REPRESENTATIVE PRIOR TO START OF WORK. THE TRANSFORMER REQUIRED: None 1f LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE PHASE CONVERTER REQUIRED: None NOTE: FOR ANY CHANGES OR MODIFICATIONS IF THE ENCLOSURE: Aluminum MINIMIZE OVERSPRAY ONTO HARDSCAPE � ! CITY IS NOT NOTIFIED OF SUCH DISCREPANCIES. OPTIONS PMU 2000, Emergency Operation Switch, Pump Run Light, Lightning Protection, Fault Pilot Light BY ADJUSTING NOZZLES AND APPLYING WATER METER ELEV.: 1918.89 REFER TO PUMP DETAIL AND SPECIFICATION ON SHEET L-8 RAINBIRD 180OPCS AS NESSARY. SEE PEAK DEMAND: 100 GPMS CHART. IRRIGATION LEGEND KEY DESCRIPTION RADIUS G.P.M. PSI PREC. O TORO 3004-12-03-COM 90' POP-UP ROTOR 30' 1.89 50 .77 CONTROL VALVE IQ RAINBIRD 1812-SAM-PRS-4V POP-UP SET 090% SHRUB SPRAY 4' .29 30 1.87 OO TORO 3008-12-03-COM 180' POP-UP ROTOR 30' 3.77 50 .77 INDICATES CONTROLLER NUMBER RAINBIRD 1812-SAM-PRS-4V POP-UP SET X1809: SHRUB SPRAY 4' 45 30 187 © TORO 3006-12-03-COM 135' POP-UP ROTOR 30' 2.83 50 .77 A 3 23- INDICATES STATION NUMBER D TORO 3010-12-03-COM 225' POP-UP ROTOR INDICATES GPM k2 RAINBIRD 1812-SAM-PRS-8Q POP-UP SHRUB SPRAY 81 .26 30 1.83 O 30 4.71 50 .77 r INDICATES VALVE SIZE .Q RAINBIRD 1812-SAM-PRS-8H POP-UP SHRUB SPRAY 8' •52 30 1.83 RAIN BIRD BP SERIES: MODEL ME REFER TO BOOSTER PUMP INFORMATION ON SHEET L-8 NOTE: NUMBER NEXT TO VALVE CALLOUT IDENTIFIES O RAINBIRD 1812-SAM-PRS-8F POP-UP SHRUB SPRAY a, 1,05 30 1.83AREA SERVED IN SQUARE FEET. 4�- 8' .72-1.7 30 5-3.22 RAINBIRD 1812-SAM-PRS-8V POP-UP SHRUB SPRAY Q 2' IRRIGATION METER BY C.V.W.D. - SEE WATER PLAN BY CIVIL ENGINEER it RAINBIRD 1812-SAM-PRS-10Q POP-UP SHRUB SPRAY 10' .39 30 1 175 Q FEBCO 825 -Y-BV 2' REDUCED PRESSURE BACKFLOW PREVENTION DEVICE W/ FEBCO 650 At RAINBIRD 1812-SAM-PRS-10H POP-UP SHRUB SPRAY 10' .79 30 1.75 BRONZE WYE STRAINER OR APPROVED EQUAL W/ COAST GUARDSHACK CGS-3 W/ LOCK ,��.y , ,:.• �! .. ,• • �,..:. . ,.. 10.2. . �; . , , ,.r j,. r.•. \ �.}'o'� °e• ..il.�- As-rt w ..�i. '.� 3,'i.i +•.� •:♦ t3 ..5 , e, �• . (81NlILKINS 500 SERIES PRESSURE REGULATOR-LINE SIZE - SET AT 83PSI . ,,,. . ,..;tib,, ,fit., ,• dt' �, .1 = .• �•,t -ti �.. -• 1114 • RAINBIRD 1812-SAM-PRS-10F POP-UP SHRUB SPRAY 10 1.57 30 1.75 _ t y� RAINBIRD 1812-SAM-PRS-10Y POP-UP SHRUB SPRAY 1 75-2.1 1 1/2' DATA INDUSTRIAL IR220P FLOW SENSOR '{_, .; -; .4•,../� ,, „�+ _ ' ; ;,� . ': , . ,,: f-. , , �_... , e Y L.26 D 30 1.75 � / '-�.:`+`j•'•, f ,' {� 3�� �y� f�f A ��.. �Y �� �t �,�y;�. ,'. •t h• .+f�i `i_ '�• Id RAINBIRD 1812-SAM-PRS-12Q POP-UP SHRUB SPRAY �r.: �- ,. _ ;`<.i, •, ; ��Y'.:. �� a 12 .65 30 2.01 H BALL VALVE (LINE SIZE) WATTS FBV-3 (2-1/2 -3 ) =,,r = -� ,� �, ,� " b' k£ REVISION DATE CITY " .;� �,` '. . - �.�. � .fit ,,ti.�.7: `. „••• , , _ _ DESCRIPTION OF REV! •sal► ;.. i�. RAINBIRD 1812-SAM-PRS-12H POP-UP SHRUB SPRAY 12 1.30 30 2.01 2 `I ',�: ,, . ,r• } 'F: ' SUPERIOR 3100 NORMALLY OPEN REMOTE CONTROL MASTER '''�K„•. � ,.`. RAINBIRD 1812-SAM-PRS-12F POP-UP SHRUB SPRAY 12' 2.60 30 2.01 ® `. •;'�' '� Y" �+ }11'.. ?-. _� ' "`= � ` CITY OF RANCHO CUCAMONGA ••'I�,=�._ ��_ ` "' i_ r-.'�- f �-"ter='�i.:i�. : ( Ir RAINBIRD 1812-SAM-PRS-12-V POP-UP SHRUB SPRAY 12' 65-1.95 30 2.01 0 RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE, SIZE AS NOTED SFT L-22 _ � Tom. . �� DSCgLpO�p F 9 111( RAINBIRD 1812-SAM-PRS-150 POP-UP SHRUB SPRAY 15' .93 30 1.83 O RAINBIRD 33-DNP QUICK COUPLING VALVE, INSTALL 6" FROM HARDSCAPE, LOCATED 150' O.C. MAX -q5HW L-5 ,`�� 'G��'y IRRIGATION PLAN < RAINBIRD 1812-SAM-PRS-15H POP-UP SHRUB SPRAY 15' 1.85 IF LE-IV22 SF T�--� 3;► . RAINBIRD 1812-SAM-PRS-15F - 1.83 (' PVC SCH40 LATERAL LINE - 12" COVER IN PLANTING AREA. PVC SCH 40 - 24' SF f�' � SHIT L-4 !.- 5F T L-b 5HE 7 .(,¢ 19 � � � • DAY CREEK BLVD - 6 0 POP UP SHRUB SPRAY 15' 3.70 30 1.83 COVER UNDER PAVING. SIZE AS NOTED. %W L-2.1 " ' SHAY. -19 5HW L 26 -I I SF T L- oe - mature -I RAINBIRD 1812-SAM-PRS-15V POP-UP SHRUB SPRAY 15' 92-2.78 30 1.83 . 1 �qI ," �'`' 's"�' - - SF f L-'�' A 2007 TRACT 118227 PVC IRRIGATION MAINLINE; SCH. 40 - 1-1/2 AND SMALLER, CLASS 315 2 AND LARGER. 36 _.T t'i +�. -18 SHAT 1. 213 SHAT L Z1 * x Date COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZE AS NOTED. SHAT L- I .� ; .• �'h},,.ti� SHAT L-24 `� % RANCHO ETIWANIDA ESTATES � O HUNTER I-40-ADS-40 POP-UP ROTOR 45' 7.0 50 .84 - -- - - - - :� ' � "' ` •:'' ����T ��� M'T•5� ATF ° oQ`� - -- - - - - SCH 40 PVC PIPE 2X DIA. OF PIPE BEING SLEEVED. Of C�►��� APPROVED BY: DATE: d(> ® HUNTER 1-40-ADS-43 POP-UP ROTOR ' 13.5 50 .96 - - SCH 40 PVC WIRE SLEEVE-2" MIN. CITY ENGINEER llGGI.(Q R.C.E. 4953 30 HUNTER 1-40-MS-43 POP-UP ROTOR 56' 13.5 50 .96 A CALSENSE ET2000-40-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 40 STATION CONTROLLER IN DESIGN LANDSCAPE ARCHITECT: STRONG BOX MODEL NO. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE DEVELOPER: RECOMM DED MPS-A16-10K. 0' 15' 30' 60' 90, + DIAL TOLL FREE CD C C D CALSENSE ET2000-32-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 32 STATION CONTROLLER IN ` -$QQ-422-4133 BCA Development Inc. DRAWN 17288 IAED Hl AVE" STUDIO A sHEE41 STRONG BOX MODEL NO. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE IRVM CA 92614 MPS-A16-10K. 3194-Cl Airpoit Loop Drive AT LEAST TWO DAYS costa Me8a,CA 9262e (949 399-•08j0 L-- 2 I' 41 CALSENSE ET2000-8-LR-RR w/TP-1,TP-110 AND LR/RR DOME 8 STATION CONTROLLER IN BEFORE YOU DIG tet no. 'q 9) 863-1055 E . . fax. no. (949)863-0065 CHECKED 4�76 DRAWING NO. STRONG BOX MEL N0. SB-16-SS W/ CALSENSE OPTION AND METERED ENCLOSURE SCALE.1 X30 -O RLA NO UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN MPS-A16-10K. DATE 5-23-06 FILE NO 2020-L PROJECT SHEET NO OF 14 4�--_�� 938.999 00 98 ,mill s _ C - Di ! \ W/ ' I' 619�4.OD3/4'100 I, 101 / .f r 1-u4 193 . 1 102 1 I-i/ - ( 1937. 1) �/ 3/4 / =1/4 is 103 0:) I-In' 642 I 10 3�4� 211 J d -�" I■ -114' I-I -- --, _ � .�. . A , ix I I-u� 3/ ■ 1 93 ; . \ 1 I-I/ 3! ,..v - 3! - I-I! c a - � 3/ 145 314' -• i � I' - 3/ a �/ 1 I� r • -: - - . ,. _: ., _ _, �. 314 �/a3,/ ' __.__ -_ _ ' I4 13 yT 7 B 29 40 �laa(_ � � ��`'z•__/� � ■ ��/,/• ••, 14■ ,--_� � ,; \\ B• •3/4� 3 •�' WJ 8 12 36 � --- � � .i .� y _ -1l4 � � �- ..-----� � � I l � w4l •y �,/ Q - 30 3/4' at _�. ops- : -V1 -�-3/ - a .� - ,�. -- --`-`._� r-l - _ A � 3/4 _��- 9 10 46 9 31 �7 - - ,-- �� _ �,� � 4■ � ... .._ - ._i a'§� I, a , '�! ■ I i� ■ �- �""- ._---' ■ 3/ ' � -..-.--'' ..3,� Y f 26d4 II f 2.�7 � � � • '� ' '' '-",` B �", .i« .r- -U4 -i 4' -In' __• . r 314'; , -114 1.�'' - VT e►' l4` / I D` 4 1r! - j="-_ 4 .. - 3/44. ailst�I _ yr - - ;,• } . �1� - -,;. 1• '" �-!- 314 �t : j W 34 � �� ��-� ��- �•�" i'" 8 40 r-- }V7 281 / � �•ylt'�' -%'" ----' - r .�_. Nis ' •6 4� s>�2� VY I6 Il'' 4 •, ,1 RAINBIRD 1800 PCS PERFORMANCE CHART CO '�' 1 : I'I 4 /4` ' X3/4' - M�DEL Pcs-010 cS-020 Pcs-030 PCS-040 Pcs-050 ' -' ' G M 10 20 30 40 50 = _ / r COLOR PURPLE BROWN SILVER ORANGE BLACK D 19 33 e 36 39 '` /� -1•'" ''" 3/4 ' 4■ 8F 2 3 s yr 6 a 1 oi0 V7 44s ' --''�� 314 ,\o, / ,�, 1 BN s' T all - alli ! s 49 /' ;Y o 34' .1�• woRx 80 4' L D 29 10F1 4 30 062 toff ' -V4' �: / 12F 2' S' \ --- ;` 3/411 3/4' WRIVATBASIN �`�' 120 i, 15f 150 3' GONT1 PLAa MAINLINE NOTE: ON T1il 5 - -�� __- E:�SEMENT PROPS MINIMIZE OVERSPRAY ONTO HARDSCAPE 1 RAINBIRD ADJUSTING 1800PCS AS NESSARY.PLYING SEE IRRIGATION LEGEND CHART. KEY DESCRIPTION RADIUS G.P.M. PSI PREC. ® TORO 3004-12-03-COM 90' POP-UP ROTOR 30' 1.89 50 .77 CONTROL VALVE Ifs RAINBIRD 1812-SAM-PRS-4V POP-UP SET 090Y, SHRUB SPRAY 4 .29 30 1.87 08 TORO 3008-12-03-COM 180' POP-UP ROTOR 30' 3.77 50 77 INDICATES CONTROLLER NUMBER RAINBIRD 1812-SAM-PRS-4V POP-UP SET 0180% SHRUB SPRAY 4' .45 30 t•87 © TORO 3006-12-03-COM 135' POP-UP ROTOR 30' 2.83 50 77 A3 23---_ INDICATES STATION NUMBER L2 RAINBIRD 1812-SAM-PRS-8Q POP-UP SHRUB SPRAY 8' .26 30 1.83 OD TORO 3010-12-03-COM 225' POP-UP ROTOR 30' 4.71 INDICATES GPM 50 .77 SZ RAINBIRD 1812-SAM-PRS-8H POP-UP SHRUB SPRAY 8' .52 30 1.83 r INDICATES VALVE SIZE RAIN BIRD BP SERIES: MODEL ME REFER TO BOOSTER PUMP INFORMATION ON SHEET L-8 NOTE: NUMBER NEXT TO VALVE CALLOUT IDENTIFIES O RAINBIRD 1812-SAM-PRS-8F POP-UP SHRUB SPRAY g' 1.05 30 1.83 AREA SERVED IN SQUARE FEET. RAINBIRD 1812-SAM-PRS-8V POP-UP SHRUB SPRAY8' .72-1.7 30 5-3.22 ® 2" IRRIGATION METER BY C.V.W.D. - SEE WATER PLAN BY CIVIL ENGINEER i! RAINBIRD 1812-SAM-PRS-10Q POP-UP SHRUB SPRAY 10' .39 30 1.75 0 FEBCO 825 -Y-BV 2" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE W/ FEBCO 650 RAINBIRD 1812-SAM-PRS-tOH POP-UP SHRUB SPRAY 10' .79 30 1.75 BRONZE WYE STRAINER OR APPROVED EQUAL W/ COAST GUARDSHACK CGS-3 W/ LOCK ! • RAINBIRD 1812-SAM-PRS-10F POP-UP SHRUB SPRAY 10' 1.57 30 1.75 ® WILKINS 500 SERIES PRESSURE REGULATOR-LINE SIZE - SET AT 83PSI 5H�T L•1 � RAINBIRD 1812-SAM-PRS-tOV POP-UP SHRUB SPRAY 10' 75-2.1 30 1.75 ® 1 1J2" DATA INDUSTRIAL IR220P FLOW SENSOR � �,-•w ` , •�, �}� ,�(>�;�.•:.�. _ •_, , ,�,�•� ,, „ � .,_ .•• -0h''' • ' ' • 0 2.01 �•' .rmo-,y ir '`' _: -. :,_�• ' �4'���'; r,«,r?•�•�, Yf>v..-�, ;,•Vi,iJ�!- • y',:..:�,�.,: .;-f-r ' _ - l41 RAINBIRD 1812-SAM-PRS-12Q POP-UP SHRUB SPRAY 12' 65 / BALL VALVE (LINE SIZE) WATTS FBV-3 r2-1/2" lML-/M LAY; 26RAINBIRD 1812-SAM-PRS-12H POP-UP SHRUB SPRAY 30 2. Cr ,12 1.30 01 2" SUPERIOR 3100 NORMALLY OPEN REMOTE CONTROL MASTER t REVISION RAINBIRD 1812-SAM-PRS-12F POP-UP SHRUB SPRAY © n1`'• �: "� ' `r ' t �' 'Y�'"' ' •' �""'� �� ''`: - DATE CITY t2 2.so 30 2.01 -.;:, s �.r• ._LI A �.,� . ; . t• -'�� f: ¢ ' �.:::::.;.:: DESCRIPTION OF REVI ' !4�r'. , is - .;•� + .h Y:f h^::1a : .-- i 1 w ys .w :. �• • RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE, SIZE AS NOTED ,..r,,,,,�. ..: :' ''�• { �••���� `* - ' • • •••� •=�•j ����..� �..... . � RAINBIRD 1812-SAM-PRS-12-V POP-UP SHRUB SPRAY 12' 65-1.95 30 2.01 ,,,.�«' � •�;: •�� • �,•, _,., CITY OF RANCHO CUCAMONGA ,\ ..•. ..-� rr• s a•.t it RAINBIRD 1812-SAM-PRS-150 POP-UP " SHRUB SPRAY 15 .93 30 1.83 O RAINBIRD 33-DNP QUICK COUPLING VALVE, INSTALL 6 FROM HARDSCAPE, LOCATED 150 O.C. MAX •.� ' � • • �''•=°�'� �ti�. - � '-=•�..� DSC .4 RAINBIRD 1812-SAM-PRS-15H POP-UP SHRUB SPRAY 15' 1.85 30 1.83 T L•2.2 - > p L F alf PVC SCH40 LATERAL LINE - 12" COVER IN PLANTING AREA. PVC SCH 40 - 24" EI?J21 IRRIGATION PLANRAINBIRD 1812-SAM-PRS-15F POP-UP SHRUB SPRAY 15' 3.70 30 1.83 r COVER UNDER PAVING. SIZE AS NOTED. �' T L y��' 2A�ti� RAINBIRD 1812-SAM-PRS-15V POP-UP SHRUB SPRAY 15' 92-2.78 30 1.83 „ „ r L-23.2 w 51 W L-4 - T L-6 %g t L_ v DAY CREEK BLVD PVC IRRIGATION MAINLINE; SCH. 40 - 1-1/2 AND SMALLER, CLASS 315 2 AND LARGER. 36 j• : g �11 T L-26 '� 51 �-22 _ -4 - - - - - COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZE AS NOTED. SiT L-�2J -_^.�:;:: .`��• SFS 4H1T� ZI `Y L-28 gnat�e TRACT 16227 D HUNTER 1-40-ADS-0 POP-UP ROTOR 45' 7.0 50 .84 - -_ -_ _ __ 'f(. ,I r`` ' `.' •+;, - T L-21 %W L-21 � �7 SCH 40 PVC PIPE 2X DIA. OF PIPE BEING SLEEVED. I.Aj � • �. � �-Ig � � O HUNTER 1-40-ADS-43 POP-UP ROTOR 5s' 13.5 50 .96 - SCH 40 PVC WIRE SLEE - " M 5F1 L•23•I ' 9 <�+'`K•' � T L-24 X� aero �� RANCHO E'TIWANDA ESTATES VE 2 IN. I •�, . 5HEET KEY �T�� �r a ora SATES 30 HUNTER 1-40-36S-43 POP-UP ROTOR F p� C!►�.�Y 56' 13.5 50 .96 A B CALSENSE ET2000-40-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 40 STATION CONTROLLER IN APPROVED BY: DATE: o? dG STRONG BOX MODEL NO. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE CITY ENGINEER R.C.E. 24953 MPS-A16-10K. C D CALSENSE ET2000-32-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 32 STATION CONTROLLER IN DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMM NDED STRONG BOX MODEL NO. SB-22-SS W/ CALSENSE OPTION AND METERED ENCLOSURE 0' 15' 30' 60' 90' DIAL TOLL FREE CM d MPS-A16-1OK. 17288 RWHU AVE" $T= A ff O -800-422-4133 BCA Development Inc. DRAWN CALSENSE ET2000-8-LR-RR w/TP-1,TP-110 AND LR/RR DOME 8 STATION CONTROLLER IN +a IRV1�E, CA 928% sHEE 319"1 Airport Loop Drive STRONG BOX MODEL N0. SB-16-SS W/ CALSENSE OPTION AND METERED ENCLOSURE = AT LEAST TWO DAYS Co ata Meao,CA 92820 (949 399-0870 L.- 13 q� MPS-A16-10K. SCALE:1"930'-0" BEFORE YOU DIG Fo. no, (249) 863'055 00 3 CHECKEDRLA NO .4176 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN DATE g-'25-OS FILE NO _ 2020- PROJECT SHEET NO OF Q I ...... IRRIGATION LEGEND 641.1 PSI A,_'L"J n G.P.M. PSI J KEY DESCRIPTION RADIUS PREC. j J T J ":y "J RAINBIRD 1812-SAM-PRS-4V POP-UP SET @90" SHRUB SPRAY 4 .29 30 1.87 N % ol RAINBIRD 1812-SAM-PRS-4V POP-UP SET @180* SHRUB SPRAY '6 4N A 4 .45 30 1.87 5/48 N SAN A 0 b- RAINBIRD 1812-SAM-PRS-8Q POP-UP SHRUB SPRAY 8 .26 30 1.83 '4 N V4N 3/4' Wier 2 514N R SPRAY 30 5/4 1.83 10?,Y- AINBIRD 1812-SAM-PRS-8H POP-UP SHRUB 8 .52 1.83 4� 0 RAINBIRD 1812-SAM-PRS-8F POP-UP SHRUB SPRAY N, RAINBIRD 1812-SAM-PRS-8V POP-UP N 5-3.22 SHRUB SPRAY 8 .72-1.7 30 ItI 4 V4N /I t1.05 30 ........... 5/4' kt- RAINBIRD 1812-SAM-PRS-10Q POP-UP SHRUBSPRAY 10 30 1.75 1/4 1/4' .39 A 1-1/4 0wo 2N ALJ RAINBIRD 1812-SAM-PRS-10H POP-UP SHRUB SPRAY 10 .79 30 1.75 IAN E 5/411 7 H RAINBIRD 1812-SAM-PRS-10F POP-UP SHRUB SPRAY 10, 1.57 30 1.75 71 314N .... ..... 3/4N 2 SAN RAINBIRD 1812-SAM-PRS-10V POP-UP -2.1 SHRUB SPRAY .75 10 30 1.75 2.oil 2 14 ------ 2.511 RAINBIRD 1812-SAM-PRS-12Q POP-UP SHRUB SPRAY 12 .65 131 21 30 2.01 13 22 30 10 0 4 23 '120 12 30 2.01 tV2' D_/'25 I-V7 B--- 20 24 \10 IVr D D -SAM-PRS-12F POP-UP RAINBIRD 1812 12' 2.60---- 30 2.01 0 90 _N41 -SAM-PRS-12-V POP-UP -1.95 2.01 D/'11 --------- ?AINBIRD 1812 12' 65 30 2. B 24 39 Sol . ................... Dow ........... Sol V) -,+Vr 2. W%wpm 37 RAINBIRD 1812-SAM-PRS-15Q POP-UP 15 30 1.83 11/4, 2 .93 IW SIAN RAINBIRD 1812-SAM-PRS-15H POP-UP 15' 1.85 30 1.83 N 514!J '2 sit 25 -1/4 J�VrI2 4:0 26 27 5/4 -SAM-PRS-15F POP-UP 0100 RAINBIRD 1812 15' 3.70 30 1.83 B 6 30 1.83 3AN 5/4! W RAINBIRD 1812-SAM-PRS-15V POP-UP SHRUB SPAY 15 .92-2.78 I-Vr 1060 10 21 ;:-:::;7.......".'L5/4 \I-V7/14:24 ... 1 2.5" N B s (D HUNTER 1-40-ADS-40 POP-UP ROTOR 46' 7.0 50 .84 AN _/............ B ID 16"AACE M INE 56' CONntACTOR 14\42 HUNTER 1-40-ADS-43 POP-UP ROTOR 13.5 50 .96 _\316 A tj� wr/ ov 14 ON THIS SIDE OF K LKIIII-11 --- ----- -40-36S-43 POP-UP ROTOR 56' 13.5 50 .9 HUNTER I TORO 3004-12-03-COM 90' POP-UP ROTOR 1.89 30' 50 .77 D I0000 + + + TORO 3008-12-03-COM 180' POP-UP ROTOR . . . . . . . . . . . . . . 30, 3.77 50 .77 N 3/4 42 30 .77 TORO 3006-12-03-COM 135* POP-UP ROTOR AN' . . . . . . . 2.83 50 3010-12-03-COM 2250 POP-UP ROTOR V 7 48 1 TORO 30 4 4.71 50 .77 VAN P 9 6 RAIN BIRD BP SERIES: MODEL ME REFER TO BOOSTER PUMP INFORMATION ON SHEET L-8 D/ 110 48i 13 4,� 1,1SEE WATER PLAN BY CIVIL ENGINEER 2" IRRIGATION METER BY C.V.W.D. FEBCO 825 -Y-BV 2" REDUCED PRESSURE BACKFLOW PREVENTION DEVICE W/ FEBCO 650 13 BRONZE WYE STRAINER OR APPROVED EQUAL W/ COAST GUARDSHACK CGS-3 W/ LOCK ----------- Ll 8/4 WILKINS 500 SERIES PRESSURE REGULATOR-LINE SIZE - SET AT 83PSI 5/4 DATA INDUSTRIAL IR220P FLOW SENSOR 1 1/2 N -3 (2-1/2"-3") BALL VALVE (LINE SIZE) WATTS FBV 1A-5 2" SUPERIOR 3100 NORMALLY OPEN REMOTE CONTROL MASTER U.1 0 RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE, SIZE AS NOTED LL Uj 0 RAINBIRD 33-DNP QUICK COUPLING VALVE, INSTALL 6" FROM HARDSCAPE, LOCATED 150' O.C. MAX + NT Uj 4 A PVC SCH40 LATERAL LINE 12" COVER IN PLANTING AREA. PVC SCH 40 24 z ................. 64� COVER UNDER PAVING. SIZE AS NOTED. PVC IRRIGATION MAINLINE; SCH. 40 1-1/2" AND SMALLER, CLASS 315 2 AND LARGER. 36 ING, 18" COVER IN PLANTING AREAS, SIZE AS NOTED. SCH 40 PVC PIPE 2X DIA. OF PIPE BEING SLEEVED. SCH 40 PVC WIRE SLEEVE-2" MIN. CALSENSE ET2000-40-LR-RR W/TP-1,TP-110 AND LIR/RR-DOME 40 STATION CONTROLLER IN 33 STRONG BOX MODEL NO. SB-22- MPS-Al 6-1 OK. ............ -32-LR-RR W/TP-1,TP-110 AND LR/RR-DOME 32 STATION CONTROLLER IN CALSENSE ET2000 ....... .. STRONG BOX MODEL NO. SB-2 2-SS W/ CALSENSE OPTION AND METERED ENCLOSURE MPS-Al 6-1 OK. CALSENSE ET2000-8-LR-RR w/TP-1,TP-110 AND LR/RR DOME 8 STATION CONTROLLER IN STRONG BOX MODEL NO. SB-16-SS W/ CALSENSE OPTION AND METERED ENCLOSURE ---------- MPS-A16-1OK. I IAN 7 RAINBIRD 1800 PCS PERFORMANCE CHART D 20\42 t�11 N I t, N 11 + � I lot I MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-050 NOTE' 56qs I-V7 D 1 GPM .10 .30 .40 .50 `4N .20 COLOR IN N 8F 20 30 8f MINIMIZE OVERSPRAY ONTO HARDSCAPE PURPLE BROWN SILVER j--3/4 2 + BY ADJUS11NG NOZZLES AND APPLYING - 4 1 I I,I� ,I,+ RAINBIRD 180OPCS AS INESSARY. SEE 8H 5* 71 8) _1A 80 CHART. 8Q 40 I q?, + + 1OF 1 A 3) 6t 81 .41 it, 10H CONTROL VALVE SCE EASEMENI � rY LINE rR OR LIMIT O;F C K 10Q 2$ 6# 8P INDICATES CONTROLLER NUMBER 12F 21 5* 12H 4" 60 10 9 INDICATES STATION NUMBER "ATCHLIN S E 6EL INDICATES GPM -)(23- 415 0, A 12Q 3$ 81 11' 15F INDICATES VALVE SIZE 15H 3P 4* 7P NOTE: NUMBER NEXT TO VALVE CALLOUT IDENTIFIES 15Q _L_ 3' 51 L 9L_i 12' AREA SERVED IN SQUARE FEET. ... ....... LJJ 00 SHEET L-1 ca L P*SHEET L-14 .................. 0 - ------ ----------- ........ SHEET L-22 "I S ............. XP, 3Tn D --------- d, A z SHEET L-26 31,2.00061 L-A-PtA I AS to Abbe-b \24 -rb 00000'. REVISION DATE + 10000100 DESCRIPTION OF r(0 < Uj <8 ULJ RIF Idook lob, m m M abi, AF-ft -101- MIN! M ON Ar-M Ar"In ............... ....... ------------------------- SCA m n nv A4 .......... 3/4 12 N AN 0- BAL IRRIGATION rr%L A ' I r SHEET 7- L-22 5AN SAN 3/4 LUUJ SHEET -4.2 !ET L-5 0 7 SHEET L-12 w SHEET L-.,= SHEET LL SHEET L-4 SHEET L-20 SHEET L 14 ODA Y 'to IN 140"Or".PM"K B L VIF 12L) E 1-1/4 1 LIMIT OF WORK 1 5AN 0 SHEET L-11 SHEET L-26 SHEET L-15 SHEET L 22 4�_ Signature (n L-21 U111 I0 Z SHEET L-2.1 SHEETl L-9 SHEET L-28 SHEET L-lq Ali- I, Tw%AA SHEET L-jq 1 400h� SHEET L-10 SHEET L-21 k 312007 Exp. Date (0 SHEET L-25 0 so- K SHEET Loo.' SHEET L-24 SHEET L-111.1 SHEET L-18 5"AN(OHuAft 0E T I W A"F A T 'n N""Oft C*4 25 1 5"HE""T KEY a ILL OF chol, APPROVED BY: DATE:0 CITY ENGINEER R.C.E. _14'9�3 ca E DESIGN LANDSCAPE ARCHITECT: RECO �NDED DEVELOPER: CIM V 15' 3 60 90, DIAL TOLL FREE -C 17288 RM 11LL AVENE ST= A X DRAWN SHIEEf 1-800-422-4133 BCA Development Inc. IRVW CA 92OU nor h 3194--Cl AiTort Loop DrWe 0 0 AT LEAST TWO DAYS Costo Mesa, CA 92626 ("o) 399-M70 Lwwwwo 14 OF 41 8 BEFORE YOU DIG Tel. no. (949) 863-1055 M Fox. no. (949) N3-0065 DRAWING NO. SCALE:1"1111111113 0" RLA No 4176 4-- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI 5-25-06 20 DATE FILE NO - 20-L 0 T P R J E T H E E T N i 0 IRRIGATION NOTES WHITE COAST GUARD SNACK BACKFLOW PREVENTER ENCLOSURE. MODEL CGS-3 ASSEMBLY 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD, 18 REQUIRED BLUE NIPPLE - TYPICAL AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ROUND PLASTIC VALVE BOX & COVER: STRUCTURE OR (4) PLACES ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING � �--- - WATER METER, INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE FINISH GRADE REDBLACK CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION AT GRADE IN TURF AREAS iv 6�MIN. _J EPDXY FILLED WATERPROOF f '1 IRRIGATION CONTROLLER CONNECTOR I NIPPLE PROCEDURES. 3 IN NON-TURF AREAS 18 MAXMA ' PIG TAIL EXPANSION PRESSURE I 6" THICK X 12" WIDE PLASTIC VALVE BOX (CARSON OR LOOP (MIN.24" LONG) - CONCRETE PAD (LENGTH VARIES 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, D,•'.;Dyi:'.,V REGULATOR I PER SIZE MANUFACTURER o,: EQUAL) WITH PLASTIC INTEGRATED BRASS WYE SIZE/MANUFACTURER) FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED), FOLLOWED BY = - _ - Q;•a: SEE LEGEND , _ _ -_ "a: 'a•: LOCKING LID. PLACE AT GRADE IN z SLOPE TO DRAIN AT MINIMUM BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED -' ' '-_ _ =III-III- TURF AREAS AND 3" ABOVE IN WIRE CONNECTIONS MODEL NO.WATERPROOF ALL FOR MAKE AND 60 MESH WITH loo 2� MONEL SCREEN FINISH GRADE BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL ' I I;III I I- PLANT BED. 12 EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS 33 DNP QUICK PIG TAIL EXPANSION '� '< UNION _r RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE COUPLING VALVE _ (� LOOP (MIN.24" LONG) PVC SLEEVE WITH PURPLE I- I I-- 1'.� �'. ;D�':D •'; :� - REQUIRED FOR EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. _ - •'•o •''4 ��•'�4 .4 ^Q • .: RUBBER CAP NOTE: ,� - �...,- - - -• . ..- - PIPE THROUGH CONTRACTOR TO INSTALL >c WHITE _ CONCRETE PAD INSTALLED WITHIN A COAST 3 STAINLESS STEEL - I I_ SCOTCH LOK EPDXY FILLED '< x (COMMON) ��-T� m M ( �_� NIPPLE - TYPICAL 3. BACKFLOW PREVENTION DEVICE SHALL BE SCREW CLAMP CONNECTORS FOR ALL FLOW - (2) PLACES GUARDSHACK CGS-3 STAINLESS STEEL ENCLOSURE WITH LOCK,AND SHALL z MINIMUM (3) PLACES -I ( i SENSOR WIRE CONNECTIONS. BLUE Z - I FROM WATER SOURCE �_ BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS INSTALL SCOTCH LOKS OF 14 _ -I _ SCH 40 PVC MALE 3/4" WASHED I- IMMEDIATELY AFTER WIRES °� ' !III- TI I-I 90% COMPACTION I I- ADAPTOR WHENEVER POSSIBLE. oo CRUSHED a '' a' '' °'t 4 INSTALLING FLOW METER. 00 A .D ., ..p .p .. a':.b':.' REQUIRED AGGREGATE BASE �'"•Aa': D' R z °d' 4' :aa' 4 RED ° r D,D•p. 'D '. .p.R:'.RA. '44:.4,44.. �_ 1 I- 4. THIS DESIGN 13 DIAGRAMMATIC,ALL PIPING,VALVES, ETC. SHOWN WITHIN ':'• �:', a: o~ .• "�+ ° • BLACK MASTER CONTROL D.:' 4.4':.4•.4 VALVE PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE - _ -' 0�1 •�a TO METER SCH 40 BRASS NIPPLE =1�1_ F/� FLOW METF�R 3`4" WASHEDD C� SHED 1T I� T LINE TO SYSTEMS INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS III=III- ° '• �' IA ET R SAM AG REGAT TO SCH 40 BRASS NIPPLE - - ° °� p M P�CED TS A DEPTH OF BETWEEN THE SPRINKLER SYSTEM,WALLS, STREET LIGHTS, SIDEWALK, " I-I I I SIZE A FLOW g'r IN T METER AND ELBOW 24 LONG METER SIZEI VALVE TER RIGID PIPE AND RELATED FITTINGS SHALL BE PER TYPICAL (4) PLACES UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. p1 R SAME SIZ MASTE CUCAMONGA COUNTY WATER DISTRICT STANDARDS. AS FOW METER SIZE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO S. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON MINIMUM DISTANCE DOWNSTREAM OF CONSTRUCTION. PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL UNINTERRUPTED PIPE (3X DIAMETER NOTES: OF FLOW METER SIZE) 1. INSTALL PER LOCAL CODES. DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE SCH 40 BRASS 90° ELL 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY CITY• o IN MULTIPLE FLOW METER/ M.V. STRUCTURES OR HARDSCAPING. SCH 80 PVC 900 SCH 40 BRASS 90 MINIMUM DISTANCE UP TREAM OF INSTALLATIONS MAXIMIZE THE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) STREET ELL STREET ELL UNINTERRUPTED PIPE Q OX DISTANCE FROM THE EE TO MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL DIAMETER OF FLOW METER SIZE) EACH FLOW METER TO MINIMIZE 4. ORIENT UNIT PARALLEL TO STREET. ' UNDERGROUND UTILITIES PIPES AND STRUCTURES,AND SHALL TAKE SOLE PRESSURE SUPPLY 4 REBAR STAKE TURBULENCE. RESPONSIBILITY FOR THEREPAIR/REPLACEMENT,AT NO COST TO THE CITY, LINE FITTING f24- LONG) N T 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. TERPROOF ALL WIRE CONNECTIONS WITH EPDXY FILL. FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. � 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF PRESSURE SUPPLY LINE 2. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. DISIMILAR METALS. 7. VALVE PER STD. 318 REQUIRED BEFORE BACKFLOW PREVENTER 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND NOTE: WHEN MAINLINE IS 3" OR LARGER. VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 8. IF REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON STREETS,WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INLET SIDE OF BACKFLOW LOOP. INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS,TREES, STANDARD PLAN 636 STANDARD PLAN 616 STANDARD PLAN 617 ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS COUPLING VALVE FLOW METER INSTALLATION REDUCED PRESSURE BACKFLOW PREVENTER TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD QUICK ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. � 24" � STRONG BOX ENCLOSURE STAND ALONE CONTROLLER WITH ANTENNA 9. INSTALL ONE (1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL LR DOME ANTENNA PORT EPDXY FILLED LOCATED NOTE: TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. OUTSIDE OF BOX. COAXIAL CABLE ENCLOSURE TO BE GROUNDED PER INSTALLATION/LOCATION LOCAL CODE. GROUND ROD TO BE PER CITY AND CALSENSE INSTALLED INSIDE ENCLOSURE. ON 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER REPRESENTATIVE. rj CONTROLLER SIDE. PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK CALSEN5E CONTROLLER MODEL NO. PER PLANS (GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/3 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER lob CONTROLLER SHALL OPERATE AT A TIME. CALSENSE HARNESS FINISH 120 VOLT DUPLEX -► GRADE an I I I I '-6" X 3'-8" X 8" CONCRETE OUTLET GFCI) NON-SWITCHED. 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS CONTROL ER TO BE WIRED CALSENSE TP-1 BOARD MIN. FOOTING INSTALL A MINIMUM OF SHOWN1AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS 'HOT'. I TERMINAL STRIPS TO �- 3" ABOVE GRADE AND SLOPE �" r':! I f':! �' PER MINUTE IS A3 SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY MATCH CONTROLLER ' ' �� �� TOP TO DRAIN AT MINIMUM OF 296. THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF SIZE. NO OPEN ELECTRICAL WIRING oo I- I-III I I I I -11 I_-I I '-I INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE SHALL BE IN CONTROLLER �j�j I COMMON WIRE/CONTROL WIRES IN MOUNT AREA. FIELD WIRESCITY. 3" SCHAO PVC CONDUIT. I2. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-40,32 AND 8 ALL CONNECTIONS SHALL BE WATERTIGHT "OUTDOOR 120 VOLT WIRE IN RIGID STEEL g» (STATIONS)- LR (LOCAL RADIO)W/TPI, TP110AND LR DOME INSTALLED WITHIN TYPE" CONNECTIONS. CONDUIT (PER LOCAL CODE) 90° SWEEP ELL TO POWER SIDE OF CABINET (TYP.) A STRONGBOX METERED ENCLOSURE,MP3-A18-10K AND CONTROLLER ENCLOSURE SB-18-Ss WITH CALSENSE OPTION(ONE CONTROLLER)OR ENCLOSURE MOUNT 10" 16" SB-22-SS WITH CALSENSE OPTION(TWO CONTROLLERS). MOUNT THE ANT 1 ANTENNA PORT EPDXY NOTES: HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF ANTENNA PORT(EPDXY--FILLED)ON TOP OF THE ENCLOSURE PER PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL LIGHT CONTROL AS REQUIRED PER I PER CITY AND CALCENSE REP. TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PLANS. PEE� 9 PRIOR TO CONSTRUCTION. OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ELECTRIC METER PER SCE DESCRIPTION OF REVISION DATE CITY ENCLOSURE 'TO BE A3 DIRECTED BY A REPRESENTATIVE OF THE CITY. 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN SEQUENCE OF REMOTE CONTROL VALVES. CALSENSE CONTROLLER MODEL NO I J I PER PLANS. CITY OF RANCHO CUCAMONGA-1 8� REFER TO CONTROLLER 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH "PNDSCgp 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE INSTALLATION STD. � � 0 F 9� CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR WIRE AT THE ENCLOSURE. SECURITY LIGHT `2 IRRIGATION DETAILS THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BETIMER REQUIRED PFINISH ERCMMON PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. 4. NOCO OR WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK PANS' GRADE � � 8' GROUND R00 DAY CREEK BLVD 3 1u . N SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 2" SCH 40 CONDUIT 8" I 1 1 1 I I °� Stgnaturo TRACT 16227 a 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE CONTROL VALVES. FOR NGECURITY LIGHT MIN. I I I I I i 120 VOLT WIRE IN RIGID 3t 2007 .f, STEEL CONDUIT (PER ,. RANCHO ETIWANDA ESTATES OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE 6. LR DOME ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO ! - LOCAL CODE) 4 a �OQ'� PLANS. (LR) AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER - �'� - ''°-T1� OF CALL SYSTEM I-� - �� APPROVED BY: ' DATE: YSTEM PRIOR TO ACCEPTANCE. FiFI I-_ _ _ _ CITY ENGINEER R.C.E. 4933 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. " FINISHED GRADE. DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMMENDED THAT THE TOP OF THE SPRINKLER HEAD 13 1/4 ABOVE NOTE: CM V INSTALL ELECTRIC METER AND IRRIGATION 1728 CONTROLLERS IN SEPARATE ENCLOSURES DRAWN 17288 RED �!. AVFJVUB STUDIO A SHEE AS LISTED IN THE IRRIGATION NOTES, BCA Development Inc. STANDARD PLAN 624 THIS SHEET. STANDARD PLAN 622 31941 ",CA `°° a1 P (949)$999-0870 L.- 15 OF 41 Costo Neea,CA 92�2a TeL mfox. m (9(949)49)853-1055 863-0065 CHECKED CONTROLLER ASSEMBLY INSTALLATION - TYPE A CONTROLLER ENCLOSURE- TYPE A FLA NO 4176 DRAWING N0. DATE 3--23-0g FILE NO 2020-L PROJECT SHEET NO OF HARDSCAPING(SEE NOTE 4) POP-UP SPRAY HEAD BOD 6" - 12" DIAMETER CLEAR SET TO 1/4" ABOVE FINISH POP-UP SPRAY HEAD BODY 6" - 12" DIAMETER BOWL <,.<... o�r < '<< < • <� < GRADE OF SOIL. MULCH PER CITY SET TO 1/4" ABZOVE FINISH 3 0 ;;,.<. <. •: :;. <• ::• •' MULCH PER CITY w FINISH SOIL GRADE STANDARD, TAPER GRADE OF SOIL IN ALL AREAS. m AWAY FROM HEAD FINISH GRADE OF SOIL STANDARD IN Z F NON-TURF AREAS. - ROUND PLASTIC VALVE BOX & I I III III w COVER ETCHED "IRRIGATION GATE" _ + + + +of ++++++ + +++ + + +++++++ + n- (CARSON OR EQUAL) r01 + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++_+++ + + + _+ + + + + + + + + + ++ + + + + + + + + + + ++++ + + +++ + + + + +++++++ + + + +++ + + + + C� Z FINIS CLEAN BACKFILL SEE - H GRADE -- I SPECS. FOR MATERIAL.COMPACTION REQUIRED _ :III III-III=1 I III-I I I N =III-=ST;I PROVIDE 6 I I �I IBALL VALVE 1 1/2" OR SMALLER WITH MIN. OF SANDSTAINLESS 1= _ I I =I I ( II II Z I I=II II=( ) I I STAT LESS STEEL HANDLE BEDDING AND SHADDING �_ RESIDENT WEDGE 2" OR LARGER WTH RE. :2 I I II GATE VALVE 2" OPERATING NUT _T I=T= EPDXY COATED III I I N N Irr�r =III I VALVE I I (_ SCH 80 PVC NIPPLE SCH 80 PVC NIPPLE o0 CONTROL WIRE SLEEVE - (MINIMUM 2" LONG) (MINIMUM 4" LONG) •' ' SIZE PER PLAN INSTALL - - -III I III= ADJACENT TO PRESSURE �� SUPPLY LINE �- 3 �_ 3 _ N 1�1 II I I SCH 80 NIPPLE - 6" LONG SCH 80 PVC NIPPLE SCH 40 PVC _ SCH 40 PVC TYPICAL (2) PLACES =I TF I- I I I T X T 90' ELL T X T 90' ELL I _ PRESSURE SUPPLY LINEN�& III III— III I I -I I 111-111- SLEEVE - SIZE TWICE MARLEX 90' STREET ELL MARLEX 90' STREET ELL I ( 6» TYP SUPPLY DIAMETER INE OF PRESSURE NON-PRESSURE LATERAL MARLEX 90' ELL ANTI-DRAIN VALVE SWING JOINT AS REQUIRED _III %-;i Ob II ill LINE SLEEVE - SIZE TWICE DIAMETER OF NON-PRESSURE NON-PRESSURE _ LATERAL LINE LATERAL FITTING MARLEX 90' STREET ELL -I 'd°°'�' �•° °o b I I—I I- -I�I—I�I o'ao• d°�:°�• I I I-1 NOTES: NON-PRESSURE LATERAL LINE NON-PRESSURE THIS DETAIL TO BE USED FOR =III-III-III—I 111=III=III=1 1. ALL SLEEVES TO BE SCH 40 PVC. ANTI-DRAIN VALVES ONLY. LATERAL FITTING 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3/4" WASHED CRUSHED AGGREGATE BASE NON-PRESSURE LATERAL LINE . ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY NOTES: STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW NOTE: NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STRUCTURAL SECTION). 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. AND EDGES OF LAWN. AND EDGES OF LAWN. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER 2. USE TEFLON TAPE ON ALL MALE THREADS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. HARDSCAPE. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2. USE TEFLON TAPE ON ALL MALE THREADS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY. VALVE NUMBER. STANDARD PLAN 833 STANDARD PLAN 639 STANDARD PLAN 538 STANDARD PLAN 518 TYPICAL SLEEVING POP-UP SHRUB SPRAY HEAD POP-UP ROTOR " VALVI;- 3 OR SMALLER TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS SCH 40 PVC MALE ADAPTOR "SNAP-TITE" WATERPROOF SCH 80 PVC UNION "SNAP-TITS" WATERPROOF CONNECTOR OR EQUAL PVC NIPPLE CONNECTORS OR EQUAL i II 1 III I I III III- WIRE SERVICE LOOP (LOOP V) z ELECTRIC CONTROL VALVE � I I I I I III ENOUGH WIRE TO EXTEND WIRE ww g PLASTIC VALVE BOX � BUNDLE 6 ABOVE GRADE) °D Zz MARKED "IRRIGATION RCV" =1 �- ~ (CARSON OR EQUAL) w ( I ( ( I SPLICE BOX COVER WITH w ETCHED WITH CONTROLLER LOCKING TOP ETCHED S.B. Z AND VALVE SEQUENCE CLEAN BACKFILL - SEE _ � d SPECS. FOR MATERIAL. 6" MIN. N I I I I 90X COMPACTION REQUIRED _ �- FINISH GRADE AT GRADE IN LAWN AREAS I I ~ 3 IN PLANTER BEDS z I I NON-PRESSURE LATERAL LINE:SCH. 40 -III I I_= TRENCH SNAKE PIPE IN - - - - - _ Z SIDEWA — LK Tr--TTi- 1- I iTl--�-= Iu M I _Tr=iri=rT i Tr—r TT T_ _III . •.•.• .•.•..•., . . . . . . . . . . . . . . . . . . . . . _ N - PRESSURE SUPPLY SUPPLY LINE: SCH. 40/CL. 315 SNAKE 3' I - PIG TAIL EXPANSION IIIIE1 -' PIPE IN TRENCH 12" X 18" GREEN PLASTIC METER - LOOP (MIN. 24" LONG) _ 1�=_-CONTROL BOX. CARSON OR EQUAL Z -.—1 - -I I I I ,.� WIRES - BUNDLE FLOW ( I SALVE W NGL ON / AND TAPE AT 15 O.C. AND III �Ir 3 I I I I INSTALL ADJACENT TO 4" WASHED I ( ( I I ( PRESSURE SUPPLY LINE IIo ao:A z '�a�% CRUSHED AGGREGATE • -III III= II II III III III- � I 4 I 6" TYP. PROVIDE 6 MIN. OF SAND • • • :a20 SCH 80 PVC NIPPLE BEDDING AND SHADING �� ao SCH 80 PVC UNION DESCRIPTION OF REVISION DATE CITY CONTROL & COMMON WIRES �WOSCgp CITY OF RANCHO CUCAMONGA � 0 AG � NOTE: B L � 2 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION, 24 VOLT WIRES. TAPED AND BUNDLED AT 15 FT. INTERVALS D�� IRRIGATION DETAILS < � 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 2 CU. FT. PEA GRAVEL BRASS NIPPLE v -•• DAY CREEK BLVD a 3" AND LARGER 24" MIN. DEPTH SCH 80 PVC SXSXT TEE NOT • PRESSURE SUPPLY LINE u g3 2007 ,� TRACT 16227 p as 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. T7l a ' Q� RANCHO ETIWANDA ESTATES 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. OF CAk.%f 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. APPROVED BY: " • DATE: dG 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY ENGINEER _ ( R.C.E. 4953 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMr DED VALVE NUMBER. CDPD .a BCA Development Inc. DRAWN 17288 FAD HILL AVENA STUDIO A SHEE STANDARD PLAN 532 3194 Airport Loo � RVH CA 92814 STANDARD PLAN 840 STANDARD PLAN 520 C0 na (949CA) 692628s (949) 399-0870 L- 16 OF 41 TYPICAL TRENCHING ox. no. (949)863-0065 CHECKED 41�6 DRAWING N0. 24 VOLT SPLICE BOX REMOTE CONTROL VALVE W/ SHUT-OFF VALVE & UNION RLA NO DATE 5-25-06 FILE NO 2020-L PROJECT SHEET NO OF r I II PLANTING LEGEND TREE5 -% Key Botanlcal Name Common Name Siza Qtly. PER SHEET ,s A Gercis occidentalis Western RedbA 15901. O 20'o.a. `%0111r,,,,,,, "of total Slopa tress • iB Phos canariensis Canary Island Phe 15 gal. 0 25'o.c. 30%of total $lope trees rnnu00 G500wo Japonlca Jap"" Pagoda Trea 15 gal. 0 30'o.c. l0t of total 51opo trees D Pyrus betUlaefolla Paradise' Dancer Flowerhg Pear 13 gal. 8 20'O.C. Street tree SIZING LEGEND M A T C H L I N E SEE_ SHEET L-17.2 24,eox $GALLON INDIGATEO QUANTITY -1111 L 19 BALLON INDIGATE9 SPEGIEs . - 60 KEY IN PLANTING LEGEND ` • '' - # ' i Low profile wildflower/grass mix on irrigated slope II �� 0 0 Hydroseed x �; Lb?►✓Acre Botanical Name 3 • ' � �� 3 Hordeum depressum 6 Hordeum lntercedens 0.3 Lasthenla glabrate t ( - 2 Phacella brachyloba Plantago erecta j 1211 Trifollvm valflorum Vu pla microstach s y _ '� 31.51bs✓acre Native seed mix on non-irrigated slope (Hydroseed of begining or rainy season) 4 liL -LIL Lbs./Acre Botanical Name 1 2.0 Artemesla callfornica 2.0 Astra alus omon nsl e s E.,. A � � � � 3.0 Encella californlca 3.0 Ephedra aallfornica 8.0 Erlogonum fosciculotum follolosum 4.0 Eriophyllam confertifiorum I 3.0 Egchscholzia californlca 1.0 Lasthenla californlca r !I 6.00 Lotus saoparius brevialotus Lupinus truncatus 30 1I 4.0 Muhlenbergla mlcro5perma 8.0 Nassella pulchra 2.0 Phocello camponulorla 4 1.0 Salvia columborlae JF I D i� 6.0 Vul la microsta h Ibs✓acre p c ys 4 � SLURRY MIX 2000 Ibs✓acra Wood celiulosa fiber 150 Ibs✓acre Stabilizing binder NOTE i SEED MIX AVAILABLE THROUGH 5$5 SEEDS;PHONE (805) 684-0438. LANDSCAPE CONTRACTOR SHALL SUBMIT CONTENT LABLES OF SEED AND SLURRY MIX TO APPROVAL PRIOR RREPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DROSEEDING. i GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. PLANT MATERIAL.APPROVAL AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT, AND I MINIMUM OL' TWO WEEK5 PRIOR TO PLANTING, CONTRACTOR SHALL SUBMIT I II it TO THE CITY'S REPRESENTATIVE PLANT PHOTO FOR APPROVAL. IF REQUE5TED BY CITY'S REPRESENTTATIVE, LANDSCAPE ARCHITECT WILL TAG i THE MATERIAL. an 1111111110 4M Mw ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL LIMIT O� W .I ? �� BE PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME AND LMD PER ORAWWa! NO. 1803-L CONTAINER SIZE. EACH TREE PHOTO SHALL BE LABELD WITH SPECIFICATIONS (HEI(5HT x GROWN x CALIPER SIZE). EACH PHOTO SHALL CLEARLY SHOW SIZE, FORM, BRANCHING STRUCTURE AND QUALITY OF THE PLANT. ANY PHOTO 5HOAINd GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES SHALL BE SUBJECT TO RESUBMITTAL. SHEET L-1 L-14 SHEET L-28 DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA SHEET L-�2.2 �p � �LQo`9 �.IZ SHEET L� - `�� '2Any� TREE & GROUNDCOVER PLAN % r L2 ~r L-4 ��, SHr L-b r L.4 DAY CREEK BLVD N II 5HW .-26 TE SPIFFY L�2.1 SPIT L� �.19 Ell. `r L-8 a �g3 t`�Zoo, TRACT 16227/LMD AREA N0. 1 {• ,JI } T �Q SHAT L-25 %W L-21 t L-I I.I`.. 5HMT �-If7 xp ata r e29.I L-24 SH T KAY cxT.�� RANCHO ETIWANDA ESTATES ` ATF ' a ' �� APPROVED BY: ' - DATE: Ile !J b CITY ENGINEER l R.C.E. 4953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMI NDED 0' 15' 301 60' 90DIAL TOLL FREE cmC Pf 1-800-422-4133 BCA Development Inc. DRAWN 17288 RM Hl AVE" STUDIO A SHEE 3194-01 Airport Loop Drive IRVM CA 92M AT LEAST TWO DAYS Costo Mssa.CA 92620 ( � $�-oeTo L— 1�,1 o F 41 r r, r BEFORE YOU DIG T&L no. (949) 863-1055 SCALE:1 X30 —O Fox. no. (949)863-0065 CHECKED 4176 DRAWING N0. RLA NO UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN DATE g-2S-08 FILE NO 2020—L PROJECT SHEET NO OF MATCHLINE SEE RIGHT `, /, FLANTING LEGD EN ► ', 'A AM TREES Botanical Name Common Name Size Qtq.PER SHEET ;a �� A GerGl3 xGldentalls s Western Redbud IS gal. 0 20'O.G. Of total slope trees r ;,,111 i,,,iJ yi�ti' S "a v • �B Pinus canarlensls Canary Island Pine 15 gal. it 25'o.c. f' 30%of total slope trees . . ��- T'.. 'NE P 1 SCE A$ PROPEf� t, -- -_, ■ k'po^ Japanese agoda Tree 15 gal. 0 30 o.c. ..LIN 4 � r lot of total slope trees GRANITE COBDLE STONE PAVING (TYPICAL) )PER ► REFER TO RANCHO ETIWANDA ESTATES PROJECT ENTRIES, pp��, GONSTRUGTION EN ONSITE FENCES AND RETENTION BASINS PLANS PREPAIRED i �� vvvll BY GDPG 14(l Iq 870 " r 0 FVvs betuloefolla Paradise' Dancer FloAe,09 Pear 15 gal. 46 20'o.c. 5fivet tree ,,� , ti fit' r " 2 SIZING� LEGEND ' �V " INDICATES QUANTITY � / 24'60X 5 4ALLON SEt1 KEY IN"TI"LEGEND ^ —�- I$GALLON INDICATES SPECIES 04 1924.22 ° 'y Low profile wildflower/grass mix on irrigated slope , r l , - . � Hydroseed � LbsJAcre Botanlcal Name a �� x � 3 deem deepressum 1 , s 3 Hor 7 k 3 6 Hordeum int ceden J� 0.5 Losthenla globroto 2 Phaceilo brachylobo ♦\\ i _ lltl ill1- Planta o erecta 1�L`J1. 11L 1�y 11L � g 4 Trifolium obtusiflorum 34!c �.i i�� ���. -�yv-' 8 VUlpla mlGr03taGhy9 r / j / i/��.Il._.-wvv sli Ali all. _Lt a.9ri _ \ , ��1\ 17.�" / 31.3 Ibs✓acre A. � �'` 1� Native geed mix on mon-irrigated slope F, ► / \N 1,I/iii - 'F 3 ;94 ♦x.94 - ilF -� ill �1_�1 --L uu- (Hydroseed of begining or rainy season) Ile` f) ,\ /1111 SIL SIL .� Lbs✓AGre 8otanicai Nam app 2.0 Artemesta colifornico rt ' 2.0 Astra olus (�omonensis 'i,un 1 '•� ,��;;� / � t1!li142r _ !fir 'J.O Encella GAIlfornlGa 7 f` r o� .O ro colifornlGa 8.0 Errlogonum fasGiculotum foliolosum 4.0 Er►oph Ilum confertiflorum B O Lam✓) ? , L Ile ?�4 I A. EschscYlolala callfornlca 40� �,_ �� � � 1.0 Lasthenta californlca 6.0 Lotus scoporlus bravlalotus 2.0 Lupinus truncatus € �t3, 4.0 Muhlenbergla microsperma .r �. � >" ,�, ► 8.0 Nossella Ichra - _ pu ' ► `„` 2.0 Phacallo companulorla I.O salvia columbarloe 6.0 Vul Ia mi 7 R I ♦ . A ,' V71711111%, crostach s 74' ♦ 55.0 lbs/aara 14 t 1 5 SLURRY MIX 4 / i . x 2000 Ib5✓acre Wood celluiose fiber 150 IbsJacre stabilizing binder r \1711 SEED MIX AVAILABLE THROUGH 533 SEEDS; PHONE (805) 684-0436. LANDSCAPE CONTRACTOR SHALL 5UBMIT CONTENT LADLES OF SEED AND SLURRY MIX TO CITY'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR 3 APPROVAL PRIOR TO HYOROSEEDING. I / _ GRAPHIC, SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON p "�/ PLAN. I' ¢ ' p 4 /' ''�''. v ER 08TAININT MATERIAL APF'ROYAI. A b APPROVAL FOR AGRIUJLTURAL SUITABILITY REPORT,E ORT, AND ` MINIMUM OF TWO WEEK5 PRIOR TO PLANTING, CONTRACTOR SHALL SUBMIT _yam - �. �� , " O ' TO THE CITY'S REPRESENTATIVE PLANT PHOTO FOR APPROVAL. IF / { REQUESTED SY CITY'S REPRESENTTATIVE, LANDSCAPE ARCHITECT WILL TAG LAI I Rey �1t�1E Off( / r THE MATERIAL. ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL pS�M ,_ .� /,ull � / " I O LL I NT E AND GON�NER SIZE. EACH TRETE PHOTO SHALL BE LABELD W TH SPECIFICATIONS (HEIGHT x GROWN x CALIPER SIZE). "f,lz 2/ / EACH PHOTO SHALL CLEARLY 5HOW SiZE FORM BRANCHING STRUCTURE 4 x ; t . �� / AND QUALITY OF THE PLANT. ANY PHOTO SHOWING GROUP OF PLANTS MATCHLINE SEE SHEET ' � ,/ OL05E TOGETHER WILL NOT BE ACCEPTED. L-17.1 -� NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. / ANY REJECTED SPECIES SHALL BE 5UBJEGT TO RESUBMITTAL. + // MATCHLINE SEE LEFT PEDESTRIAN WALKWAY TYP. STREET TREE �� SHEET y i . '-1.1-rir rr \ `�` i� - ;t•�' ,�,�,+i.v. a�'rs•• �' t. r4/- . ••�I�i. . i`•f -.` 1 . ixalel'... x.• 1 1 L•1 ROAD PEDESTRIAN WALKWAY ! 4. �% ;`.'� r :- a '� �` ` LIMIT OR WORK AT DAY LIGHT - "�^'y7 t, r '��" " . r y -22 STREET TREE FRONTAGE ;, '. K; ..A rt :, .s'..E;;,� �, ,� •; ��. _ i L..• ,_. a - •t'. 1t� i - 1 • '• • • N4 .t �,»� ' '' -=1 ��,.. `jl1P^� ''• .- .: �:, '?- ION REVISION. r�• DESCRIPT OF SIGN DATE CITY �+ CONCRETE HEADER ✓:�' . t s:�1 ,�a • - , a . � !�` , •�•a� V �i may• �"} { ., . f�. ..h .�. ;r�Y: CITY OF RANCHO:y . , . : . �. .. -s�. CUCAMONGA 3 • SFT L•Z.Z ��`;; e � NDSC AF ?> I $ CE LIMIT OF WORK AT DAY LIGHT Q,�O�. Alpo`/q� E ::...... SHEET L-5 �� �y TRE & GROUNDCOVER PLAN < ?� T L-23.'2 %WL-4 L--20 T L-b T L-1 A N arte6 5' "1' 44'-0' Yar1e� 10' Vane t:r1e6 SHAT L.�� i LL-II� SHEET L•26 _�� 1 •' DAY CREEK BLVD Z4, ;: :;:; Y'L-3 L•14 �•21 SHM L-26 gnattre BACK oa=aR�To _ :: Tor - SH 7 L-23 SHAT L•71 31 M17 TRACT 18227 FAGe o?+SFR y � p a a X RANCHO ETIWANDA ESTATES SHEET L•23.1 � 'r k ��. T L-24 SHEATY (�LT.9� ��r SECTION A—A �� ° _=-��• � a OF Ch��F� APPROVED BY: ' ' DATE: CITY ENGINEER ( R.C.E. 4953 DEVELOPER: DESIGN LANDSCAPE ARC ITECT: RECO DED 0' 15' 30' 60 90 ., DIAL TOLL FREE CDPC _ 0 1-800-422-4133 BCA Development Inc. DRAWN 17288 QED HU AVE" STUDIO A SHEET 3194-C1 Xrpolt Loop Drive IRVW GA 92814 AT LEAST TWO DAYS costo Mesa a 92626 (w) 399-0870 L-17-20F 41 s / BEFORE YOU DIG tel. no. (949)863-1050 SCALE:1 X30 —O Fox. no. (949)863-0065 CHECKED RLA NO 4176 DRAWING N0. UNDERGROUND SERVICE ALERT OF SOUTHERN cALIFORN DATE 3-25-�6 FILE NO 2020—L PROJECT SHEET NO OF { I yI Q FLANTING LEGEND f a Botankal Nave Name size Common � Gni PER SHED 9 g ca s A Cercis occidentalis Western Redbud 15 gal. 26 20' O.G. 3 BOAS of total slope trees (�r r 2 2 � l II h .•. ` j j q I' ,1111 I I I, 1 OIK h, _ _. - .._ _ -- - - - Pinus warier - _ sis Canary slond Fine I W 25 k'jo.c. � , �; . ,r � .� _- � -- -- - `�!, l ,r��'i 1,111uhp, Ir ,hull,, g �.`8 � J_.I t .� ,,1111,,,, - ----- _ ��, 30�of total slope trees �. - - - - ' -.....__.._-- .. _..- .. ,♦�'' REFER TO RANCHO ETIWANDA ESTATES PROJECT ENTRIES, r- . _. ONSITE FENCES AND RETENTION BASINS PLANS PREPAIRED _ BY GDPG 949-399-0870 " , .. _ _ ----- .• _ ,, ♦,� 1,11►',`\ j�, \ - __ __ �,. _, __. j '.'•s • _. - rte_ ,.♦ - 111111 , •,ll - .j _.� G �apOnIVG.1 1 y ; _ ` - `,`1h ,,111 ,, '•/,1111►' - ,. _ � � ■ a Japanese Pagoda Tree le gal. 4 30 o.c. 10%01 totals a trees i I n • u ur - .: 3 +� i 4 ,h, -'♦. - i �4Ur :-- - 'I•)r1u — �•I,111h1,,1 - - :_ __--_ '� ``\ O 2 ♦.: -- -- s _ ♦ _ _-- _ - '', - P�u s betulaefol►a 'Paradis ,- G ♦. _ -- _ -- _ •s- -r- - - � � e' Dancer Fiowerlrlg Pear I I. 46 20' Q -r „ __... - - _ _. _..-- ___..._-- - o• _ -, 1,11 ..:.. _ __ - --- S�^eet tree I : s, - ttrtn►,, - - __ _ _ eLU if 1 . . , 1h . '� - — .., 7rr�' ,•` -. _ x... ._. .._ _... - - ..__. _ SIZING L ECEND -- y INDICATES OJMTITr C q 9 24 ®OX BALLON ♦` k ? ', - . _._.-.. -Y 11 , ?l _ 5 3 SEif KEY IN PLANTINb LEGEND Inn -/ 1 = ,l• 111 a ..,- _' _ -Y REEK B UL VA � a a = Low profile wildflower/grass mix on irrigatd elope U Hydroseed Gt3ANITE COBB�.IE STONE 9 _ --__..- _- 1 / / PA IN + +� _ _ - -- ------------ �""' Lbg./Acre Botanical Name V d" TY ( PIGAIap-l:I� $ --- r I I - ._ _� ,, ,,, . . „1111,, 1111,, . . r eum re Un'1 W T - rte.-- �• �• � � � I�•iordeum nteprcedena 0.5 Lasth ni ... -,• , 111, { a giabrato ac, plont / ♦\,1hh 11 f ,rte S ��=-��-=-- I PhaCe I Ia .- �� �► •_ . - 3. _ _ �-/ �-I.♦ _ - _.. __ _ .- _ Tr roliaum obtusiflorum 9 -. _ - -.-., .f.. / . . - s,__ 11L-=i','y1L `,, i. 11L ,.s!< y1L ... a. y�•II,IN11 y� n•,Illn 1 J► -�4 /Ht'I, -._.1,\�.. .h. _ SIL t.l __.-Y.. Y... _J�- A.. -.____ -i ______ `, 7 7 _,. 8 _ rn1h1 + �i. �1,. r�� �1, �aL �iL y1i ,� :;i, _ r;:. 1\� . ,\a r09taGh 9 11 ;! '" " «,+w1 „' '�; ,r ,11 313 IbsJa V pts y 3 3.,. l„u11�1`�J 3 3 ' }! alw4 j1W1r al!!!4 a1w4lF1rrJi �WJt alJa14/ Gr9 1aL!!! ala �4W1Fl ' !L>u� lE 1llydlrF f j` 11F1i 11L 111. 11L 11L 11L 11L 11L A. 1 3 y1L 3 A. 3 A. A. 3 A. 3 3 3 �. J�. 3 3 A. 3 A. A. _1L 3 _.Y. _IL _i A. '_:1L _�.. . ... A. ''' 11111- � _ _ .- yIL..__ ....ylL..____...yIL......._._ .11E.... .._ ,.5�1. -....... y1L _... ..-..._ yll. y1L _-LU..- .. __11L _ ..._yli. _.._.__yIL yU- yIL .. ,, }� - ! -&U4 - � r 1� I''`LL y1L yu... .11E 1IL yIL 111. yu.. yli 11L .,L IT -1w-& A. 1 3 3 3 ,�,,. __....g 3- _ 3 3 .1 A. A. �►. 3 3 j -jl4L• � a1k11� - 1!!S4 .II•....__-.�Fag�-.__..... _....__ �.. --- -�...-jt!!+b......-- +1�.._..... •ate.._..-_. 1U- -L�_ -- 1<t 1,L 11L 11L 1u. 3 3 3 1 y -� (Hydrose d t mix begining or Ircling seasgoted on) •- - - 11L 11L 11L 111. '�• A- 3 3 3 3 3 —T•. - _ -- �=a .,, _ - - �.� �.a was. - � - � � 111. 111. 116 {'IL. 11L 11,. 111. 11L 11L 111 11L 11L 1111 1, 11L 11L 11L 11L 11, 11L 111A. l -wi- 11L 11L r 3 11L _ 11L 11L 11 1W-' LtU 11L 11L .,.___._.-. _".- - __.-_ -- ::3s- -. - _._....�.._....___._.... �l>u./F �L. X14 111 1S E EASEMENT PROPERTY amu- Nom _'-.l. -� E--..1Ft._._--._-i11._..- , ..3.._. .._�I[._.-.. 3._.__. _...it.__.... .._.�y,....._..__.__-r'._.__ __�Y...-..}._..___._ _._.._.-_- ='Ik....-.-__.,_b-..._ -�•_ A. A' _L A. 3 _�Y. A. .1Y T - - - - p Sia ` 1 meQ�a G - . _ p IKorne 11i'i; 11 p 3 3 3 `,. A A _;t 3 3 _. � L Leal a Gallfornle'a to _._. 111 11L 11L 11L 11L 11L - - s .. - '•/Iflllf`11 ._.. �_..-"� 1u. 11L 11L ��� - � -�sF -iL1u�F �i1J4 d . . __ ., 3 En �+r-� ; > '" a,uel �lludl ,yur a> 1 mute, aiuiai ,way B Y OF WORK - _� 1 _� Eph CAIlfornica O r. r. w - _... mum , � ,,, ,, ..- ,� � _ era �' � �L `� �L �L 111 1,L 1,1 11L- It ' 1;L 3 ,,,.-� OPEN SPAGL WI7N NATIVE VEGr:TATION OPEN SPACE WITH NATIVE VEGETA Erloph lu onfertiflorum Itolosum 11, 80 m fa motel. 'W" y _. • TO BE MAINTAINED BY LMD. TO BE MAINTAINED BY LMD. Eschscholzta Galifornica ?� .r.- r A. A >: r s -' o I.O Lasthenla californiCa . �Q ^ - 111 11L 11L 11L 11L- 11L 11L 11t- - i ORK evta latus x •4,111 01AF W Lotus acoparius br 2.0 Lupinus truncatus OV: SCE EASEMENT 4.0 Muhlenbergla microsperma A. l � n A. 11L A. 11L 1iL 11L 11L Jli 8.0 Na3sellA UiGhrd vuddc Y , , 4 awdec p 1924.22 ',zs O 3av a lco umblo ardlae ria 11L yi 11L 111x 11L 1IL 11L 11L. 6.0 Vu l la m i � ,- � �u�. aiulay1114 v1114 mueel. 11000' p crostachys A. A. r 00", l,i X11 11L 11L SLURRY MIX 55.0 Ibs✓acre .- 2000 lbs✓acre YVood Cellulose fiber 150 Ibs./aCre stabilizing binder NOTE SEED MIX AVAILABLE THROUGH 945 SEEDS,PHONE (605) 664-0436. LANDSCAPE CONTRACTOR SHALL SUBMIT CONTENT LABLES OF SEED AND SLURRY MiX TO CITY'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO HYDROSEEDING. GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN OUANTITIES AND KEYS ON PLAN. PLANT MATERIAL APPROVAL AFTER OBTAINING APPROVAL FOR A6RICULTURAL SUITABILITY REPORT, AND MINIMUM OF TWO YVEEK5 PRIOR TO PLANTING, CONTRACTOR SHALL SUBMIT TO THE CITY'S REPRESENTATIVE PLANT PHOTO FOR APPROVAL. IF REOUESTED BY CITY'S REPRESENTTATIVE, LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. ONE PRINTED PHOT06RAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME AND CONTAINER SIZE. EACH TREE PHOTO SHALL IDE LABEL O WITH SPECIFICATIONS (HEIGHT x GROWN x CALIPER SIZE). EACH PHOTO SHALL CLEARLY SHOW SIZE, FORM, BRANCHING STRUCTURE AND OUALITY OF THE PLANT. ANY PHOTO SHOWING GROUP OF PLANTS CLOSE T06ETHER WILL NOT BE ACCEPTED. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW, ANY REJECTED SPECIES SHALL BE SUBJECT TO RESUBMITTAL. TYP. STREET TREE PEDESTRIAN WALKWAY PEDESTRIAN WALKWAY �(��.� •, tli r::.:.. - :kms scat. : t-tae' •''t 4r-.' Iii +. .. 'r . �• .,-01'•' - ■� • I1, SHE1 L-1 GRANITE COBBLESTONE PAVING— STREET TREE FRONTAGE • r '= ? .• - a TYP. TREE:::::,,,, SLOPE r,� 'k ,' �`' '.`�; `r':�'' ''�. " • ; `y. ,r ' .s."y�rlrr.`_ 14 . yrs �� +t'" ' " •0 Al V*?W -22 a,.^ �•,'Pr% �,- ,Y. :�• i t- '.a.• • L-26 WROUGHT IRON FENCEy �V�; .` `: f -.: • : v= , ,�� �-..ROAD x ., ' " , �.• :�' ,k` ` ION OF REVISION DATE r 110 CITY t r'' - .t •i. ,.t • ram.. .• .: d • .l.a'*+ .i."'ti• '? +[ �.'�+'i..J 7 ..�.+•'/ �.•1•FNyJ�'.11,•:4 '•!SYt.X..'.•i.'.,:..• .�z�1r''''. �' � '_!," •'s�/' ••,{•.p .J�'.:.V.YN••• ..m.- .. ,�i!y a t �'• OF RANCHOCUCAMONGAJfL�1 {�2� _ jY#:r;i``S-f-''C.,.+'I`' �PNDSCgp CITY • �"`" E I I' ��� '2��'ti TREE & CROUNDCOVER PLAN s CONCRETE HEADER L 26.2 I T L-1 TYP. SHRUB MASSING OPEN SPACE IN L.M.D. r L-4 �: �T�''$ -14 0, Vane' Uies paries -2� -!I1 'f - ,1 ,� DAYCREEKBLVD 44'-0■ ?,• LIMIT OF WORK AT DAY LIGHT .<•�,1; -14 E.-Y, -7:� a Signature B -li�� r - r = !. 2� * CT 16227 � varies Varles r � � r�.s4 ` � '�•�• -ti�.•�'. • T L-2� SHIN i.-� T st �� TRA SECTION B r i.-x3.1 .: ats LIVID xw 1O SCE Y�` `" t L'Z4 SHT KAY IxT.� �., ��P RANCHO ETIWANDA E x'- `K rF a �o� STATES °F APPROVED BY: DATE: � varies �_ CONCRETE HEADER Cf�� CITY ENGINEER � /I -varies -C.tt R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: R O' 15' 30' 60' 90, ECO MENDED ° DIAL TOLL FREE CDPC 9288 RED til AVENUE STUDIO A 1-800-422-4133 BCA Development Inc. DRAWN ��//���� SHEE 3194--Cl Airport Loop D&o IRVM CA 92OU AT LEAST TWO DAYS costo tees,, cx 9262e (949) 390-•08'70 L- 18 OF 41 SCALE:1' 3O� O" BEFORE YOU DIG TeL no. (949) 863-1053 � — Fa>a na (949) 863-0065 CHECKED ,¢1 76 DRAWING N0. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN RLA NO DATE 8-25–Q6 FILE NO 2020–L PROJECT SHEET NO OF :_ r v I F - ,,lu a n,,, -. INIuu4 , r + ! ..._.. ._.... ._, , "'."5.. V f �} ..._.... _.___..._. _..... _-.+_.. __._.-_r...... ._.,-_ -�.. 1, _ �._�- ,. ♦ »r' S r I`IUfIA JIZAQtqPLIC f/GG.r p -_• 7 ,. { I { _k_... .. _ .- .- _ .. 'ill /earn' - { w � A I I. 31 20 ox,. .�i�,. - '�ar,uu�` 0% Crercib OGGldentali9 NeStorm Redbud 9Q - � , 4. of total slope trees \ Flo 1 'Fri, _-•.: C 111 , ' Pinus GanCYlen si3 Canary Island Pine 15 gal. 35 25'o.G. B 2 30As of total slope trees ! 2 Fl l `,� 4 �' '', ,rl 1111,'``• 119 2-0_ 1., t � G Q JapOPiGQ Japae5A Pagoda rfeA 15 gal. ' 301 10t of total slopetrees ' ; r - -_ a - _ a � ' . .. I1 Pyrus betulaefolia VorodisA' Dancer Flowering Pear 13 gal. 43 � Street 20'oz,.lu +/,y f*ls l �.;�. i�talt-• ! - ._ ,1 t' ,/•Ill I C LEND ' - ♦ . a .� - ,� '�„ _. _. -_ - w ,rte _ . •� I a u� ''''• " / IDInia'' ATES WANTITY 24' ox 5 BALLONa F4 -, IIUt ,Aul►`` �� P � - � rI ; 'I •� __I (MILLONL E MT OF OR 5EKEY IN PLAT INb LEGE0 Vi ,+ LI .�. ms _ •'----/-, -- ---- - -,,,-III Nr/. "11-11-11 ,/., I i.i -• -- ----- �----_-.--_ "_- _ ��� _'-r � ,''rr � _: -_- _ _ -- __ - ,, �• ` .,:. , _ - - i Loes p rof I le mix on it igate d slopepe. L�dr0seed - \ 0 10 baJAce t Ical Nam J% a q - - - 4 :k rn1 - �� Hordeum de ressum Hordeum intercedens 0.5 Losthenta glabrate _ �1/111/1H .•'� `x,,11 �/, ��.._ �' `` , j _�. - .-% ._.-. � -_ _ ".._ .�....�. - - �• �� - 6 � It Plantago erecta 0p -s W �• - .._ ,111111, -` -- - _ .-. - ` .>A`� .. � .' V pla mtcrostac y . � uilo hs J - 31.8Ibsloera o 77 I,J•,I Native Seed mix on non-irrl oted slope W - - ,, 111, ( droeeed of be inin or rr in �I o - - 9 W : - -- --------- `=--- 8 �.. W a y Seamon) _ _ --moi bs✓Acre Botan(aai Name - _ a 3 a,r7 ('� ,,u,liu,// "7 mac? avua aura rola �.0 Artemeslo californica 1771 2 - AGR _ z 1� sis W auk Wine• ,,,," yulm a ;� ; �4 _ �„ul,rq _- �+• �.O Astragalus omonen Ephedra cal>rorntEncella Qa W t 3 �: � . O N GRANITE GOBBLE STONE 7 `' 11,1, -, - "' 8.0 Erto ovum fa5atculatum follolosum ' 111 .� ,, `l'^ �� �j. . I WlillL,'' -`a1111a Wullc p .� PAVING (TYPICAL) PER - - �+� 4.0 Erlo I Ivm confertif locum , A. _ � ESGhSc olzta californlca N5TRUCTION PLAN r__ 1��,. . 111 , 1.1 11 1,L �1 -- __ _____ _ _._ _-_ _ _. . .-- s Illlll, 130 Losthenla californica \ + _ - 6.0 Lotus scoparius brevialotus ,�t' � %,,,,,r •'' •�� J''''-i, � 11L 1i.-- 11L .�I`'h'+. '�rstlaul�`, �. alllla. alll�Qi -all!!a•.. �alllia. alllde• -a1111a• _ ,` �. • our/ n7r/, 171 1L. IIL --� �- 'ri; •: ., ,,,tun, • ,uuu •C,, furry -:.�...,-.Y-__-_�__._._--•---'-- lu!!rq • t Z � 111. � 1u. 111 ie. 2.0 Lupinus UnGatVS Muhienber la mlero3 erma s � . . •r •: -. : rola• yule. yulac rola. Wula. Wuner. yule. yuner, aider. Wine• .aura. 9 I� i - 111 �+ 3 = �I 4O _ _ _ IrL 11L .ZL_.. 111 IiL 11L 111 tri 11L 11L t11 11L 11L Iu_ 111 3561 A IGhrA _ -- t --- --- _ yeller__ yuleGavlsu �yula� I`aultd �ufalntl� Phaeella GampanVlarla -- - - __ --- --- --- , q .. J atlila• Gula. aule� +Ulla. your. yuldt' alilla.... WutlE a1Wr:. O �,, . 1...._._.._ _ ....._.-.... -_._...__ ..., `, ...- - 'h7111U11H SAluta GDIVmT/Ktae '"_, rile. rile• yule4-...- .. � yi/ea „Pi4:.... 1h.�.._ _`r11t `\ 3 £ ' /i .111 },. �r 1r 1Y �i, 11 _ \�t �I 1Y 1Y 1r,. ,r 1Y 1t �Y 1t 1M 1Y 6.0 VVi IQ mIGrOStaGh S �•/f1111,1�.. 1.. -...'lli`_ .-Jft_- 1L' 11!'-... ._.�!. i7 JIL _. _11t_ .. ITL...- _.... J1L/•,,I1�, 11L 11L 11L J!L 111 , ''U'1TL .11E 11L �. 11L 11L JIL 11L ... .. 1IL 1W -11L 111- �.... \�0�� 1' 7 �9nu / !' rola yulao rola aYlldC yore aulle yule yulae yulel aUlldr yuuc aUitdc yuleC Wuta yuleG yu1eL aU!!et Wula rile yufdL yulL6 alllet �yj1e1 yuldL alilldt ylllet ylllet aU11Ef yuldt allla aUl{a �111fa allllda yllldL yule al!!1!i yllla au(Lf aWldi aY1IdK alllldl ai�Yd� yll/a yuld4 auleL S �� 55.0 Ibslaere 111. 1t -jL 3 �. �. 1Y. 1t �. 11t 1F. aY_ �'. ! i jL �. 1k 1L 1k -& -& i,, -& jL 1L 11e. 1t aL .- .- 1t --�. 1L 1M_ -& 1t 1M_ �r.... _;Y:._- " - 1.0- . R� ,� L1M� SLURRY MIX 1L. 111 11L 11L 111 Ile.. 11L .111 Ill. 111 11L 1u. 111 11L 11L 1141 111 .11E 11L 111 111 1L. 11L 11t „i 111 Ill 11L 111 111 . 11t. 11L 111 1u.. 14. 1L. 111 111 11L _--11L Ila. O(� 111 111 1i1 2000 ylllli. allldf.__ r a111U4 _ a1114da-. a1111� + yu1GL yuldt y111dL y11Ui alUldL alllla yllldr yllldL! a1111e6 allta yllleL �111ei yuleL yllldL yule yuldL __ _, yllle4-- yILiLL a1111dF yuld4 yllldf yll!/i IML i yllle4 �la y!!!a a�!!dG �VlldL au(di allll/6 � rN" X\11 +wAt 150 Ib ✓acre a 5t b Iti n l lufon a Fiber - Fib _.._ - .. ._.._. 11L 111 111 ._.11L Its 11L 1u. 1u. SE _ r g binder .. 1t - aUila rola aUit/s yllldG rola Bildt yllldl yl!!� yulEt yullr y111E4 y111ea yuldr >u!!ec �r �E �r 3 -�i �t ,I �► G jL 1�511L 111 111. 1u. 11L 111 11L 11L 11L _;,,.11L 111 11L 11L 11 11L 11L 111: 11L 11� '._....' 11L 11L 111 Su_ 111.. 11L 1u_ 111 11L 11L 111. 11L 11L 111 11L jL I � iUildL ..I l Ia -yillt< y)♦la. -i�lla• yule ala• yule. yljl� i�la- yllla• yule• y��a• ....i�}lla• .. .._ala-..- ! NOTE SCS �M�NT jL yup Wu� yu�r Wul� Wu� SEED MIX AVAILABLE THROUGH 50 SEEDS; PHONE (803) 684-0436. 11L 11L 11L 1u, 11.1.(..-n 11L 1u. 11L 111 111 1u. 1u. 111 1111 11L Ill. 11L 11L 11L 111 Iu. 11L 11L .111_... . _. r J1L 111 111. 11L 11L 111 _ �ur, .-ILL- 101 1u_ _ - aaue aUi(da Wulm rola Wuldr yll/dt viudc yuldF WulL4 al11dL yline yulx yule yundc rune aYllli --iU1T aUllt4 aV11dL--__ iiio LANDSCAPE CONTRACTOR SHALL SUBMIT CONTENT CABLES OF SEED AND SLURRY MIX TO CITY'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR 11L 0, 11L 1u. 11L 1u_ Ill 11L 111 111 11L 111 1u. 11L 11L 11Lj 111 1i1 :iiL -.. 11, ---. - _ _ITL...._ -._.�._ ... ,1J�",.�..,..P:-1ur... 1J1 _. PRIOR To ...-.._.__._._ ,.,u,G ->,Ulld4 yllla- yuldG• yllla. ldG yule• -y111d4 aUlldi- aV11dL - .-_..._ --. .. �lllilF a1llV6 yule4 a1111dL yllle4 aUlldL y111e6 al!!!e4 yllldl• yuV1• yllll4 yuldL ___;a�}{ds.- alllld6 ylller• ._ „- - ._ _.. _ ._. _. ... ._ ... ._... _ ........ _._.._._.. _ _..-.-._.._ _. ___ _--...-_-_. ----._ - _ _ E OVER WRITTEN OUANTITIE5 AND KEYS N IG SYMBOLS TAKE PRECEDENCE O r �- _... _. t'� J...".. .. ,. 1Y. 1Y. JY_ 1L 1L ...-LA.. ......__,-A, ---. -. 1! 1L 1M ,_- "4-• _ G 111 11L 111 111 _ on .1y.. 2WW _ _.. -. __ _ 11L � - }n.:- � 1� ffiff _. . _ ..___- PLAN. aim yule. ruler. , ---- - OPEN SPACE WITH NATIVE VEGETATION AFTER OBTAININPPROVAL FOR AGRICULTURAL SUITABILITY REPORT, AND TO BE MAINTAINED BY CMD. MINIMUM 01% TWO WEEKS PRIOR TO PLANTIN(5, CONTRACTOR SHALL SUBMIT TO THE CITY'S REPRESENTATIVE PLANT PHOTO FOR APPROVAL. IF REQUESTED BY CITY'S REPRESENTTATIVE, LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME AND CONTAINER SiZE. EACH TREE PHOTO SHALL BE LAMLO WITH SPECIFICATIONS (HEIGHT x GROWN x CALIPER SiM. EACH PHOTO SHALL CLEARLY SHOW SIZE, FORM, BRANGHINb STRUCTURE AND OUALITY OF' THE PLANT. ANY PHOTO SHOWINO GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES SHALL BE SUBJECT TO RESUBMITTAL. + 6 t • �...�,♦ •hi a t••• .i ` -' rte Y� ':t'..' "I'� j`.'as 1-1-a,,... ♦.� A'^i _ r •191' A �• + I I + � SHMT L-1 v;,�+,.� -n �',,. 'x "�r.�,� y11t'` ..^`• �.• �;t�`5+`�aa�>tof- �$?�7_' W I� i •,' tiL \+`�++'� r` f a`r+,6 .".nl 'stfd1i`aAR Mf, /.1; 5HMT L-26 '111 RR • .+ `ta +i �, - ti�vt:�•(�f'�\► \+� fTt,..• r�e;' 'ti=j • rI i''•.'/' Y.+� tib- •.'�- ♦ gSitt,.r •Y« _ • ; �- • DESCRIPTION OF REVISION DATE CITY r j • ++' f ��• � K,k y«Ipl ►1�, RI �.,1 `' ^E Kr' .' 'nfl `�•�+ :++t s OF RANCHO CUCAMONQA SPIT L-2.2 .191 ANO �ApCITY 9 L-5 ��' cy TREE & CROUNDCOVER PLAN s SPAT L-23.2 -' %W L-4 - SHAT L-6 L!4 v ' •, I SP r L-� g 14DAY CREEK BLVD SPAT L-2J 22 SPIFFY L3 }- S �.-? SF�F f L 28 nature N � r' %W":`4 - e TRACT 16227 t`�Q c4 '''}J :.1• -• �. SMUT L-25 SPIN L 21 31200 A. IA w�T +1 I.) •� ,,.�: '.,, yt .q 'i. � xp. ate r L-24 (/��) T Y ♦Q r , RANCHO ETIWANDA ESTATES 9 i iui` '. �I HEE 1 KE 1 �.1 w7, 4T a O�� 333 F Of APPROVED BY: ' ' DATE: IG' dG CITY ENGINEER `t�( R.C.E. 14963 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMMENDED 0' 15' 30' 60' 90DIAL TOLL FREE wn 1-800-422-4133 BCA Development Inc. DRAWN IRV FEED 2O AVENUE STUDIO A SHEE FiYI1E, CA 82814 31st-c1 Airport L26' o,w. 949 399-0870 AT LEAST TWO GAYS costo Meso,ca az6ze ( � L 19 o F-4-1 - BEFORE no. (949) 863-1055 SCALEX40'-O" BEFORE YOU DIG F,„ na (949) 863-0065 CHECKED 4176 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIARLA NO DATE 5-25-06 FILE NO 2020-L PROJECT SHEET NO OF P { PLANTING L07END xx \ f 106TREES 1► t Name COmmOn Nome 5116Ott P�7 5 r � Key Botankal HEEr rt , 1 r A Western fZecbud _ gal. 38 20 o.c. . � Gercis occkienta I , :x i ' 11111► W%of total slope Gees r * ... /+ 11 .,.� ♦♦,v iii •,_. � 108 i v e t37 t. xt t i ` .tea \ 1 • ` � { gal 23 23' o.c .BsGG1pfensl Gaay Isam Pine � • 1070%o1 total slope Gees X 7 . 1100 1 + X G .;r. - '.Y � ���. � '"w' ,„Inlu� •♦` ■ `"'r"`^a�GpOnfGU `^"""ese P"7""" Tree 15 gal. b 30' O.G. I I �i ' / � v, ��� v♦♦ r h - Z/”) �, _ y IOAS of total slop - \ � Gees ,-`1�r „....v'k .l �, r •` i„1111,,, � p , , .. v _ _- Of <. .� F �, • �, ' D s betulaefolia Paradise' Dancer Flowering Pear 13 gal. 44 20'oz_\ VI► ! Street Gee v • ,1111up,� SIZING LEGEND �� � - , + � � � , i I :1 \1- ` - +`, .t r. • .� . � ``�,Ia/q ti`+, + _ � INDICATES QUANTITY 1 � u �- 24 SOX -�)- D OALLON _46 � ��, ,►•._- _ — INDICATES 51'ECiE �..�; � , t v ' \ 1vr 3 _ ...--”` s 4i BALLON .+ r f +- -- i \ `: , \t- 111 1 .. -,/ SEE k.EY l.E6END 4 , - --' 111 _ _ Low rofila wildflower/ asa mix on irrl oted slope 1 r II 11 A 11,A � 1 a , 1 `. / , 14 , . -- _ � K=- .x � ..' detuml depressum a Noma �' ' --� Hordeum intercedens • ' ,, REFER TO RANCHO ETIWANDA E6TATE5 PROJECT ENTRIES, a, r i_ @' —' -" w 0.3 Lasthenla labrata ON51TE FENCES AND RETENTION BASINS PLANS PREPAIRE12 , r- - „„. 9 : r� BY CDPC 1149-399-0870 N o — t logo lo LU erectao 4 ,,, . _ .- ,,--'' - ;;.. — 4 Tr o l ium sif locum 1' ' \ t - Vul Ia microstach 13 r - W - V � Of ,, �,1►t - y r (/') �' Native seed mix on non-irrl ted sl * _ - •1', , � _ �;il ILII! l I ,: v, r: . ': ,, ' `' C > / slope t 1 y oseed at beginhig or r in IN B `:. _ be✓Acre otantcal Name _ t - 4, , r -... 2.0 ArtemIlaesla IGifA riinf°icran iG a \` tragalV9 OmOnen81 9. Irl: GOBBE STON9 I NG (TYP GALPER I 3 O Ence ca o Fwd PLM ,1�. !q e', 1 _ a TRdJGTION ♦\ U 3 0 Ephedra californica ��� • 6.0 Eri um fascicu la tum foliolosum Lir �` C a L\C1•# �1W1a 1!1E �11��11i �" .- - llum '- i a _, . � _-�.- •A-r _. NB „ - -- , .. $- _ - .♦. .I , 0 ahy em(A 3. �chc�ozia cafornca 1�1 11. -• ”. • - C �+ - _ , + -, ♦• ,1t1, - - � �, - •• - _-. ._ ___.. '';,, ,,,//, ��\,►— ,`,, - .- ., _ .,�.� =: , a thenlatali fs a Lous scopariu braviatatus W ► 11.0 inu n a - , 11 V _ - J. �w '/.,11 +�` 1 �, ► 4.0 Muhlenber tamicro erma _ Ji. 8.0 Nasselia pulchra „ L 11 11L 111 1I a Y . ����! to PhaGe l la cambpaanu lar 1.0 .:: � I� �r- '`{ �11 111 Vulp a microstachys W1Wa55.0 lbs. acre V - ). 11)11 ,,• .,11-'-•, „ {. \ I."_. II. al. �: ..A. al. s ,.. .. -.[ "`. • r .._ -- �� (`• i,"". .y.� SLUI:ZRY MIX \•`\, ' , ^'\11L •1111III� 111 111 --11L 11L X11_. v �-- ' - ., /,,�tl ._-_% /,,111111►\ � % ` 3 - _r- - ,{ "-,', c ' -i 1ti/,,. "I,, ►. `I`,.`, - . .. ....L 111 ee5oaanI l undib?500�& A� 1bJ rablii9bier 1`Q v,_ v " -AL SEED MIX AVAILABLE TH „ �' t .:. 1L _ LABLE ROUGH Sd 5 SEEDS;PHONE (803) 6a4-0436. _ 11 ,r �''' �l�l• w -g- LANDSCAPE CONTRACTOR SHALL SUBMIT CONTENT LABLE5 OF 5EE12 AND k l 1 AND LANDSCAPE ARCHITECT FOR +1 �1 T`" LIMIT OF WORK . -- a :-. APPROVAL PRIOR7TO HYD�Ro�EOIN6 E - '10GRAPHIC 5YMBOL5 TAKE PRECEDENCE OVER MTTEN OUANTITIE5 AND KEYS ON - - PLAN " PLANT MATERIAL APPROVAL �♦� i `''�alliilu�` ' SGS SAgtiME AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT, AND t� MINIMUM F E PRIOR TING, CONTRACTOR SHALL SUBMIT OF wE To PLAN - tiR�N LIN TO THE CITY'5 REPRESENTATIVE PLANT PHOTO FOR APPROVAL. IF \� pROp CITY'S REPRESENTTATIVE, LANDSCAPE ARCHITECT WILL TAG QUESTED BY _-- TI-e MATERIAL. GETATION SGE �pLS OPEN SPACE WITH NATIVE VE TO BE MAINTAINED BY EMD. _ Ow •% „1,.. ,y�� „n a\I/4 ,, , ► ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL •_``` ,1 x -+r _. CONTAINER SIZE. EACH TRETE PHOTO O SHALL SHALLL BE LAE)EL NTH NAME AND - 131 5PEGIFICATION5 (HEIGHT x GROM x CALIPER SIZE). .. ``11„IMI //,,; • -. --.111 11L .l1L . . .a•• '. vuul. .. nur�: yu�a�,'” ' Howl. _„ . -. -AL c - L AL EACH PHOTO SHALL CLEARLY SHOW SIZE, FORM, BNC RAHING STRUCTURE AND OUALITY OF THE PLANT. ANY PHOTO SHOWING GROUP OF PLANTS illlldL=• �111�Ai. y11IN �- "liter 1111�dL i�U1 A. A-' A. -t i CLOSE TOGETHER WILL NOT BE ACCEPTED. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES SHALL BE SUBJECT TO RESUBMITTAL. AL ..-11L 111 111 1111 -num!. �u1ar, v►IrN - PEDESTRIAN WALKWAY oe vyn ♦1 a / ♦ ;. .. a a'I. .7 r ,• •Y. - 1+. f �. , , V1�i-Y1 -� �i�i- . al.r1! . a azJiJ� �} gT -I4 TYP. GRANITE COBBLESTONE PAWING TYP. STREET TREE -t R 1''.�''='' 'F � 1�•1�` �' � • r '� \ ` ' �A ' ' , SHAT -2Z + 1 �s$1 ` :^':a +:.- 1.~,�^ 1 i s �J.:►1°' s»�•'1” * .1�,.. r .yy\f.•�ft;�/r:4♦'�, e�;►1� .r:.J 22 - ( � t,'a ;' • i k d "h 2.(fi 1 j�pY,'fpr _ 1 t1.! `. a. L -iV TYP. SHRUB MASSING ROAD PEDESTRIAN WALKWAY :,��..�����-,'► ;�:.�. �'��; , ��<t-�;�. '�-��?' ;�Cr'� '�'�' • � ''�.;; �•�: 1. YY. �i. i,���'' ►:'`• '�t '���i,r•�.�. �- 4 .- ........ DESCRIPTION OF REVISION A_ i DATE CITY WROUGHT IRON FENCE STREET TREE FRONTAGE .r '" �1 ,,.♦ �„tai`�•�> � -•�. /.. F t ••, � .r^s. r'"`.:'�.�Ati':f.Y ..�•�•»V XC:�.Y:"'.'.'. �• . •. _ »,Y�. -�� =- - ti' t` CITY OF RANCHO CUCAMONGA r - CONCRETE HEADERrT l..gZ �.1 �ia`�O�' Lp0`�qac, TRE u LIMIT OF WORK AT DAY LIGHT -f ' SHEAT(. ,� 2 y E & CROUNDCOVER PLAN t �T L-2?-.2 OPEN SPACE IN L.M.D. yHr L-4 51�T :-1Q SFT L-8 14 DAY CREEK BLVD TYP. SLOPE TREE vcrre :< ,-' '.- � �11 I4 SEDT L-26 - �- - vart 51 T L-2J '� Signature ?•r LMa�CE -4,I ,{{ '' r` SHAT L-�� S L L-2 31 2007 TRACT 16227 TERRACE DRAINo -h.l �� -j$ xp ate Vanes Varies Varies 5 Vane, :R :� `�' 44' 1O X16 CONCRETE HEADER L-��� ` a�. t2 �` aw L-�4 5HEET KEY MT.�� , • a ��� RANCHO ETIWANDA ESTATES 24' varies 2�'-I" TF OF CA1�O APPROVED BY: DATE:emc* SECTION 131-131 CITY ENGINEER R.C.E. 4933 DEVELOPER: DESIGN LANDSCAPE ARCHITECT. RECOMM NDED 0' 15' 30' 60' 90DIAL TOLL FREE CDPC 10 IQ7” ., 4.0 !, 11288 RED HU AVE" 9TWI0 A 1-800-422-4133 BCA Development Inc. DRAWN SHEE (t 319"" Airport Loop Drty* HN1�, CA 92814 AT LEAST TWO DAYS Coat* Mean,CA 92626 (W) 399-0870 L- 2 0 O F 41 TeL no. (949)863-1053 SCALE:1'a30'-O" BEFORE YOU DIG Fox. no. (949) 863-0065 4`)78 DRAWING N0. CHECKED RLA NO UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN DATE 5--28-06 FILE NO 2020-L PROJECT SHEET NO OF •c _ F Ni �) V - 97 TREES � �� „ 1 � _ Botanical Hume Common Name Size Qty. PER SHEET A Gercls occidentalis Western Redbud 9a . - S W%of total slope trees Of „11111f///,,' \\,. 3 4 - L, l 99 A N .kJ. ,III :` ♦ =B Pinus caicrtwsis C<inamj Island Pine 15I. ✓525' O.G. i .. er. ` �i. v``v '. � W96 of totol slope Gees - 100 - � 101 G Sophora joponkca Japanese Pagoda Tree 15 gal. 5 30'o.c. - ,°` I total slop trees _ - i � via l ' , 102 nn - { D Pau A ,,,1�in,; - s botuloefolia Paradise Dancer FlowerN Pear 15 gal. 53 20' o.a. ee A,i i < S&eet tr ` r J ^ 1 .J vvv` SIZING LEGEND al it► ( ` vv lorry; INDICATES QUANTITY 6 , -' — -___ `. , , r:F _ __. _ -- ,,,, ,vtW11r, • s r1I1 --- 24 80X !11 GALLON = vvv ,, rrnll► �. X `rJ 'f ` �� v Is GALLON ry►� ♦ \i, ,,, ' ,v`v ^' 5EB1KAEYY IN PLAN ITINe LI:6eNo 9 f / Low profile wildflower/grace mix on irrrgated siope ll �� C 1 - oseed 4 \ . _ -� a `r' I I Acre E3otantcal Name - —J LbsJ 3 HOr dere Um s d0Um ss Hordeum lntercedens r. III Losthenla glabrate `.. - - • _ r A W �3 Phacella brachyloba ',, .•,%�, °O - - PAVING�IYPiG�CL) Z ag p1 o c �ONSTION PLA Trifoitum bt siflorum TRUGa V) �V 8 �. -.--..-Y Yulpta mrcrostachys a a s - - _ 31.3 Ibg/acre ` �,p�uuy, • ; a _ _ '1'�. � ....-,.-^•„ a .- N 1 v ;,�� • 21 -' !1„ntnN'1. �%� vJ ..-r-.''. _.,•• / . -„.- . `X� 54`” ¢�.., .^^' � �-�� �� atve seed mix on non-trrt ted slope .k • ,,,r ltop �`' ( roseed of be in or '. __ _ _- .,,,' ,.-,. ..-- ✓ �...-�'""� _ ---- _ n"`,�,• ,tN 111„1,,,, "J� Hy g g rat y season) A r� amIrae sa Il{ olifotr nic = p orn sis E hadra caIli rn1Ga - -- -.-- � A •, .- "�"' 8.0 Erroaonum fasciculatum folrofosum 00 towriT . Q 4.0 Eriophyyl lum confertlf lorum Uj J.. - _ r� 1.0 W = .O LLaostuths esncla0 caarlliufos rbnrrceav talotus Lupinus treats N - 3 - _ - Muhlenbergia microsperma v -. - ,wi, - - .d: _-"_. � -- - ,',, �� - � � _. - - �� - � Nassella pulchra W - 1111 m....-- ? „t` 2.0 Phacelra campanutarta 1.0 Salvia co lumba rlaeW Y piamIcros ac y12' - - 055.0 lbs✓acreSLURRY MI-1W , -- - - ` - _ 2000 b ✓cre Wood cellulose fiber - .---- -•- ` . 130 IbsJacre Stabi I iz i binder I �r - - SEED IX AVAILABLE THROUGH 333 SEEDS; PHONE (805) 684-0436. LANDSCAPE CONTRACTOR SHALL SUBMIT CONTENT LABLES OF SEED AND ` -.--' 2'. SLURRY MIX TO CITY'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO HYDR05EED INO GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON f -= > '• lu ; 1 AFTER IEMUM OF TWO WEEKS PRIOR TASUITABILITY O PLAN N� O CONTRACTRSHALL ITD L SUBM -0 ' TO THE CITY'S REPRESENTATIVE PLANT PHOTO FOR APPROVAL. IF REQUESTED BY CITY'S REPRESENTTATIVE, LANDSCAPE ARCHITECT WILL TAG E BASIN - - PRIVAT THE MATERIAL. ,.,,- �•�, ,.,,� `a 5 ``y: , ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL t " ' E AND _ , - . ,--- ._ - � 4• '` ' OVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAM PHOTO SHALL BE LABELD WITH ,ry114,t . • CONTAINER SIZE EACH TREE 1L ,, SPECIFICATIONS (HEI(5HT x GROWN x CALIPER SIZE). �u� ��. �� ' �u EACH PHOTO SHALL CLEARLY SHOW SiZE, FORM, BRANCHING STRUCTURE SCE EASEMENT PROPERT WE AND QUALITY OF THE PLANT. ANY PHOTO SHOWING I F H11, tiN� P�OpE��� CLOSE TOGETHER WILL NOT BE ACCEPTED. GROU O PLANTS SCE �RStiM NO PARTIAL OR INCOMPLETE SUBMITTAL RILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES SHALL BE SUBJECT TO RESUBMITTAL. OPEN SPACE WITH NATIVE VEGETATION TO BE MAINTAINED BY LMD. t f{{ h •,j• ::;:.a �t•4.a ''`.r..• e' '- I r i. ♦ - 1 . 1 O r ..• A f / 1 VI Nr•Y r Ir-� .,' f - :if 1� t, /S `t •'�1 ` I X, 1 , r is .,E ''�1. �. 14 ? ,�1�• 1-� i .^e+�.Y• r �.~ '� ' '• a„ItA'" j . •iII' t••- _=5.. r ♦.�'1� ,' ne L-26 i ;y. 4, yaS F M►f. • tN1 XS.s.:.yt Irl .. ^ti.-3 A.�y. '' w +.w ; s t,7e,:r 4�,. -y • � ,y,t ./” r�. � `. .•. {�e�i/• - \i.l.Y r 6 �': •` .:�. Y'- ..�r =_-� �' `� ,• ,•.,c :, 41' DESCRIPTION OF REVISION ;,I ;� ��;.� ��• � ; ��t.;� .,.•�• ►��!� •�Y ���'�Y::. 't•; DATE CITY J"moi "• •.' \h 4 /�, ti '�''d.. ... :. 4' y� ., � Y.•: ...... nom,.. ` it T♦L•!--2%_'i�2� "� �Y .• *,.�.a tjl • �til„-w/.�'�'i Is'i-,..!1�,.�-..�i';-'': CITY OF RANCHO CUCAMONGA .:* NDSCq�lo , TREE & GROUNDCOVER%w L-292SaT L-4 �: SF�,r L-6 t L 14 DAY CREEK BLVD tu ==qr L-26 `r TRACT 1227 SF T L-2Jeiumpr {,, gnature Y•' E-1yj ' " '' - Y L-21 L 3t 2007 %M L-25 rats IB SFT L-29.1 -,f k .``:.k �iti � L-24 �' ` SHEET KEY �T�� .,j a �� RANCHO ETIWANDA ESTATES F OF CAS.\�� APPROVED BY: / DATE: BOG CITY ENGINEER �/��-�/ R.C.E. 24953 �. DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECO MENDED 0' 15' 30' 60' 90, /� DIAL TOLL FREE cwc P t 17288 RED Fal. AVEME A ' 1-800-422-4133 BCA Development Inc. DRAWN AVI�E, CA 92814 BTUDIO SHEET AT LEAST TWO DAYS coat Meso.G1 92620 (949) 399-0870 L— 21 OF 41 Tel. na (949)863-1053 SCALEX=30'-0` BEFORE YOU DIG Far. no. (949)863-0063 CHECKED RLA NO 4176 DRAWING N0. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIADATE 3--25-06 FILE NO 2020—L PROJECT SHEET NO OF 1 -1-1 I ( ') .� I - ----- � .- - � -7 1+ 1, I I �� 1+ (! I t' ! I 11 I � . I I I I I �...� I I i ! � ;,I�1-1�I I �11* I 1 . i I , 1! I "' .� '"' 1 % , 1i � I I I , i '' : I - -- �/ V I I I 11� I � � I I I I � I I !.� ! 1� I i - �... � i I FLANTIN(5 LEGEND , , . � I I I � i , a 7 � � � !� I � i i � 11 I 1 � � . , I I TREES i Ix . ,-�" I 0l� i : i \ I -� , , I 1�- " � �� i �, I I � � I �1 I , \,[; . I I I I � � j ,� ) Ix. , 11 * � i I i � '1i I 6 Botok'al Name Goff" N" Size Qtq. MR SHEET A A P -X- � 1, I . � � I 1 ,, ; gT1 1k, 1 I 0 �Pkl * -- -- . .I ;� � I ! 1 1 � i I I (5 I� , ,�-1 I "� I 1:",J"J!%*�.S, ,U� , � I , 9 - : . 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I I I 1, I --- - . . . . . . . . . ,� . . - :I ! , \, CONTAINER SIZE. EACH TREE PHOTO SHALL BE LABIFLP WITH I �:,� " ", I �L -11- - 11-11-.11-- 1. 11----I � ' '�)-- - - - - - - --- - I - 11 � $ i - : 1, i � I � , %, , - - - -i -- - I—- I- I-11; -- - : " "":"�v �.� � I ; I , .:, � � � , � - � " it � t 11 " ; � � �' , 1, , ':�! - --- i I ---1- - .1:1*1:- -1.11,1".-�%','!�' : I i : I :, I I �-, , SPECIFICATIONS (HE16HT x CROM x CALIPER SIZE). �", , " Ill I— i �- "''", , , � 11, . 1� � 4, - , ; � T �:-,,,�:�:,".4, �� I. j;ot t,,!' I I — i.1 i I I .� 1. " . I I , , , .I -1 . . t I 1, 11 i I 1.11 � 1 �. I , $ 0( --p — — P-- — -0, , -- I 1�1,I I I I A, I I - I I I il.* . , , I i-,� - � --� : ., � � - , , .� �1:-, l I I � �:,�,:,", I 'ti- --- — --F— , , . , . , I I I . I -- , � - i I. 11 i \' 4.,,� � � -1 I - ! -<1111 . 111 . t� -� : � . 1 � I 11 . : I 2, FORM, BRAW-,HIN(s STRUCTURE ., � - 11 I �- . I - � I . 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VT%&L , ,��r' isilow.:,:!Iltlw.�-� ARgnCR4MMtqjM*,5 I -t eiue=� I .., %W.- aw L-1q 5HMT -signature , - A ii I !el" . '.. " . ..I-: ,*,. - qjpk" n 2007 . , . . EEL I - z i � % , I . RP- INILW�- . . - . . . 5"XT . Date �; - I � L�=— ,4 S 4 1�1—_ I N M I 1i %, -? - -Z "% TATES 4 t - -jL't- .. .�.z.. 9T L-11 %W L-26 -uln-v E I e . - - I , : , NEE I �- — A.-NNAWL-AWN 7 ZW760� 11 � , ,.,� ,. I.. I- I 19 %W L-25 %W L-21 %M 29 *\ -----� X * TRACT 16227 . _ " , 111 �'.--- A X LIMIT OF WORK -�IMi--Wzv =ll-------,0 iiiiiimi T SHM . I .A., .. %W L-24 w N , .'�, - .IV . ,j�, I , .-23�1 �. 1 . .1. - .'. 5HEET KEY aqw RANCHO ETIWANDA ES , &4 I Q) - , 2 V.- � I I 144C1. 4 a L4 I � . �— F 41 ? I F CXL\ff APPROVED BY: * . . . . I , .4, * -I . D A T E:6-0/zc 0&-&' < 1 -4 1 CITY ENGINEER R.C.E. 24953 r.,-1 � - -, / ,-,� .11 I DEVELOPER: DESIGN LANDSCAPE ARCHITECT: ,41 ... -, ---� ! RECO ED - "I ID P In • � I I . I I-- ="t / " I O' 15' 30' 60' 90 � DIAL TOLL FREE CM apr ., / U)M! I L -- �, �Ppll L - . I � � . � 1-800-422-4133 BCA Development Inc. DRAWN 17288 RW HU AVE" SIT= A F-- - I � � SHEEf �, �, ,,, 1� 1��`i 1, , "I � 319I AWPOA Loop Ddve IRVM CA M14 , 1�� ,,, �,�, 11� t Lna w4 �- AT LEAST TWO DAYS Cod* Mesa.CA 92624 �?,5-, 1�? �0 I � �Ill C TA no. 1141 (94) 399-070 L - c (94))863-1055 - 22 OF--4-1 �',:, I a ► BEFORE YOU DIG Fox. All, 9 863-0065 * ) , 1\ , 2�- * 4i'�1'111 'i ,".�,�.... --,- (3""", N: I � I n. . ........ I i I I ! SCALE:1 =30'—O* DRAWING NO. f ; . I I I i ALERT OF SOUTHERN CALIFORNIA - RLA No 4176 , — --- - IIIIIIIIIIIII - -- IIIIIIIIIIIIIIIIIIIIIIIIIII11-- IIIIIIIIIIIIIIIIII --- I -- --- IIIIIIIIIIIIIIIIIIIIIIIII DATE 5-25-06 FILE NO — 2020-L -11 I PROJECT SHEET NO OF it PLANTING LEGEND KLe 5-A Botanical Name Common Name Sire acin Qty, I ® Plumbago copernsis Cope Plumbago 5 gallon 10' O 2 `.�� Rosmorinus 'Ken Taylor' NGN 5 gallon 5' O 3 Berberis thunbergli Japanese Barberry 5 gallon 30" O 'Crimson Pygmy' 4 Abella tondiflora NGN 5 gallon 4' 0 'Edward Goucher' ;;�,;i 5a1Yia (7a 11 ii NCN 5 gallon 4' O 5 % Furman s e 6 ;•;•;•;+ Togetes lemmonii Mountain Marigold 5 gallon 8' O PRO M A T C H L I N E SEE SHEET L-23.2 f f f Rosmarinus 'Prostratus' Dwarf Rosemary 5 gal Ion 6' O 747 ^^ _ - s r _ I� _ 8 Trachelospermum josminoides Star Jasmine I gallon 2' 92 Lavandula mystifolia Mmstaod' English lavender 5 gallon 4' 32 I 87 I Lo NOTE 6RAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. III I �`- PLANT MATERIAL APPROVAL + + N 17,i000 AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT, AND MINIMUM OF E 6,100 TWO WEEK5 PRIOR TO PLANTING,CONTRACTOR SHALL SUBMIT TO THE OWNER/OWNERS REPRESENTATIVE PLANT PHOTO 5UBMITTAL FOR APPROVAL. IF REQUE5TED BY OWNER, 1 LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. ONE PRINTED PHOT06RAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME, CONTAINER SIZE. EACH TREE PHOT05 SHALL BE LABELD WITH SPECIFICATIONS(HEIGHT x CROWN x CALIPER SiZO. EACH PHOT05 SHALL CLEARLY SHOW SiZE, FORM, BRANCHING 5TRUCTURE AND QUALITY OF 3 Z THE PLANT. ANY PHOT05 SHOWING GROUP'OF PLANTS CLOSE T06ETHER WILL NOT BE u I ACCEPTED. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED 32 z w I SPECIES SHALL BE SUBJECT TO RESUBMITTAL. 9 <L �— � � SIZING LEGEND � I NDIGATES QUANTITY 06 + (W/� + 2 � I fy LJ D INDICATES SPECIES v SEE KEY ON LEGEND LJIII F F �`- n 26 8 � LIMIT O WO LMD PER DR WIN NO. 1803-L + t. _ SHAT L-7 r .t • -::::.1 - �,4a 'ter �•r••• rR'!.�' "- I i` e.• F. e• " ♦ rtr Y:.!' ••iia,• / �• i a S'•• i. f. •,a-.•. �. t k�1 S ''i"-Pi , E-14 - 22 `SHEET�L-26 4. 4�[ �,.. � ..'. �• J.'' #►i..' r .. +r y;' r ` 1�` /` Y•..�.. �-' .r�-''�.sek�� ' ;'.r' •s�•.•-'r DESCRIPTION OF REVISION " �,•��.�.�•' ;er" :,.,,rr• -ji- ..,...• j,,rr.^�f E .'.' .:. �,-�.-�;ti =• a. k� 't'_ DATE CITY :. �:.�'`' �pNDSCq CITY OF RANCHO CUCAMONGA SFT L-2.2 ��O ALoo F 9� SHEET L-5 Or �w �' �% �s SHRUB & PLAN'TINC PLAN s L-f SFT L-1 y D SHEET L-4 !.- S�~r L-�1 � DAY CREEK BLVD SHEEP L-2b SHLteT L-1 ME22 � -�SIFT L-2J {� SH�r w SISE-11 -14 0r L-21 SIFT L-28 g�attre TRACT 16227/ JJ ,' i- LLIQ LMD AREA NO. 10 J ' r L-18 SHAT L-23 SHEET L-Z'1 x�p. ate �} SIFT L-z�.l : :: x, r4� . SHAT L-24 •o •� RANCHO ETIWANDA ESTATES ,. � •' 5HEET KEY �T�� ATF a �� OF Ch,\� APPROVED BY: DATE: / OCG CITY ENGINEER �/ R.C.E. 24953 0' 15' 30' 60' 90' /� DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMMENDED DIA! TOLL FREE CDPC •� , CA 9221314 1-800-422-4133 BCA Development Inc. DRAWN RMO AVE" STUDiO A IR%I SHEET RYi� 3194--Cl M Airport Loop Drive (94� 369•-0870 L�-2 3.10 F 41 C AT LEAST TWO DAYS costa Mo.ean,G 92826 863 10 SCALEX=30'-0' BEFORE YOU DIG Fa. no. (949) 863 0065CHECKED RLA NO 4176 DRAWING N0. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE 5-25-06 FILE NO 2020-L PROJECT SHEET NO OF PLANTING LEGEND Ked 5n Botanical Name Common Name Size acln Qty, \ I Plumbago capensls Gape Plumbago 5 gallon 10' O Rosmarinus 'Ken Taylor' NGN 5 gallon 5' e5 • ay Berberis thunbergil Japanese Barberry 5 gallon 30" O �_ ® Crimson Pygmy MATCHLINE SEE RIGHT / .� � a 9� Abelia andiFlora WN 5 gallon 4' p \ \ \ gr — — _ _ � 4 '�dward Goucher' M M ■� REFER TO RANCHO ETIWANDA ESTATES PROJECT ENTRIES, ONSITI! FENCES AND RETENTION BASINS PLANS PREPAIRED ��/ 5 Salvla ire ii NGN 5 gallon 4' e5 BY GDPG 141-3qq-0810 �,1 v %��%•� Purman s fled / tTagetes lemmonii Mountain Marigold 5 gallon 8 80 r � y1 f rl Rosmorinus 'Prostrotus' Dwarf Rosemary 5 gallon b' p ` 21 / 1924.22 2 �f TC 8 Trochelospermum Jasminoides Star Jasmine I gallon 2' 311 3 � a , .•: .\;� 10 fr /' / `� � :.,;•;,. q ® Lavandula anguatifolia 'Munstead' English Lavender 5 gallon 4' 522 13 40 ;;,• 2a NOT /+ GRAPHIC, SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. • ' • ' 22 i� L Oil •'/- 47 / � +.+.*.�.. Now;•;�'� PLANT MATERIAL APPROVAL AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILItY REPORT, AND MINIMUM OF GRANITE GOBBLE STONE PAVINO TWO WEEKS PRiOR TO PLANTING,CONTRACTOR SHALL SUBMIT TO THE OWNER/OWNERS (TYPICAL) PER GON5TRUGTiON / 47 / ,/ � REPRESENTATIVE PLANT PHOTO SUBMITTAL FOR APPROVAL. IF REQUESTED BY OWNER a ► LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. 12 ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME, CONTAINER SIZE. EACH TREE PHOTOS 49 SHALL BE LABELD WITH SPECIFICATIONS(HEIGHT x GROWN x CALIPER SIZE). Lu `3HI STRUCTURE AND QUALITY OF �(j ►r� EACH PHOTOS SHALL CLEARLY SHOW SIZE, FORM, BRANG NG STR ,��` �� �jT/✓ ► THE PLANT. ANY PHOTOS SHOWING GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. r\ 0 NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW ANY REJECTED ', ' ' / /,` tr,P`' SPECIES SHALL BE SUBJECT TO RESUBMITTAL. 12 15 ZL� 9 SIZING LEGEND a / x � / NDIGATES QUANTITY _ a f / , . • • INDICATES SPECIES j SEE KEY ON LEGEND real / . �.� 12340 2 90 0q e GRANITE GOBBLE 5TONE PAVI g % (TYPICAL)PER CONSTRUGTI 3 - 12 20 9 Are MATCHLINE SEE LEFT 4 N� PRO?S N 74 74 n _ SHEET L-1 kr11 ° . • ,,;•;.. - '+ . J d ' fat- _.,I-r-� {` -r �. ' +.f ",t •4'+� y 14 rr•, i� ten. ._+.. ].L:Ir r \' �.� i�f � ,..' •�.�' � y.�.•f` ��a�a.'i,l •.a'•'• S=- !`k ti �t•'j' /y� "• ♦ •+`..i f l r 1__ ' '.r• r _.t. ' • ► iE t�'i1Rw` ;; f- -22 `�• �tr•.•4�n-r•,�. s�f ,.�1,''•Ifr �]. •drat . � =a' ,...., '� ��•� 'ne ,— =-��'[,'?°-i- 1. `� �;` .t.' - : %.;. '• i k �+ ?.i Y+pt, "' ►F�,.,, !'• ', �l ..F �z'�'-.:'�t a�° :"s Jf1i.L1 L-26 MATCHLINE SEE SHEET L 23.1 �t� 1�.� *' ' �'+'p :•-`4* . / {�y 1,r.!.,^v�7 ^+G '�rr�•±t� r, .8* I.,.I. r•' .,,� •r'• a'.• ►••,'?••' ,•C;i •�✓ �'+ i �•' ; ,�.•t ' 'r,`;',. y ��" �,,,►: • ..;• . +.,. ` : DESCRIPTION OF REVISION DATE CITY ..�'' vim• f moi.. r,1';i, .er• �..R 1=�iY'.•+ "'4 r,F'' • o...- . �i,r+s��F.•= y. {••_,. '.�•��"`.J � '�:. 5�a ry j:���_is :.ads.•• rY '7,�` i' '�• 7"l:•w: z,�.^ '�.+.`` l\-; � - r ii • 1 .'.a `- CITY OF RANCHO CUCAMONGA � '�t '--�.,.._ _. ..r � 'Y'�' k'' t�i•i•�- -`"''...'� r,� .L;�."tF 1�i 1:� ` PNDSCq p� SHEET L-2.2 , ► r . 5r L� ���' `� 2�n SHRUB & PLANTING PLAN SHEET L-1 4 D y� L �� -4 r L �1T�-�o t L$ _14 DAY CREEK BLVD g �11 r L-� -I3 1C�T L-2Z -�SF T L-2.1 : :, Sof ! 51� 19 t-21 T L-26 Signature TRACT 16227 `�, '1 JL-23 A W07 N ',;,r -, SHAT ` L-� * X� a, ,, RANCHO ETIWANDA ESTATES SHEET L-25.1 t.. z ._ SHEET L-24 SHEET KEY amoi 4r a APPROVED BY: DATE �lv CITY ENGINEER R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE AR HITECT: RECOM DED 0' 15' 30' 60' 90DIAL TOLL FREE CDPC 1-800-422-4133 BCA Development Inc. DRAWN p�� �VES g A SHEET 319"1 Airpod Loop Drive AT LEAST TWO DAYS costo Mesa,eA 92626 (90) 399-0810 L-2-3-20F 41 g N C BEFORE YOU DIG Fa", no. (949)863 0065 CHECKED 4178 DRAWING NO. 055 SCALE:1 X30 -O RLA NO UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN DATE 5-28-08 FILE NO 2020-L PROJECT SHEET NO 0F I PLANTING LEGEND 1 1 12 13 14 15 16 1 j�eql S-n Botanical Name Common Name Size aciliql Qty Plumbago copensis Gape Plumbago 5 gallon 10' 33 o~ 1 ® 1 1956. 1 0 1957.3 1958. 1 1958.6 N 1958.9 1959.2 195 CD ��� o �� N T a - 2 �\.��� Rosmorinus 'Ken Taylor' NON 5 gallon 5' Ila�' N 14 9 19 5 5. 1 \ j c� 19 5 4,DO 7 19 a7 28 Sae 49 3 Berberis thunber ii Ja anese Barberry ■ C.� ' 9 p ber y 5 gallon 30 48 7 a 7 s a 'Crimson Pygmy' 11 ' N Abeliagr andiflord NGN 5 gallon 4' � `~•— (��5 2.4 a a 49a 17a / 1 7 8 4 0 7 26 $ 27 198 48 0 J 4 Edward Goucher' 9 213 1950.7 ° a 7 3 1 f ` 6 41 6 70 , 1' 6MA ONO * LIM O WadwoO RK w 5 %\ %\ SalvFvrmanIFei�ed' NON 5 gallon 4' 5-14 Vii , W 29 � r S 194 n _ _ - ,- ,_ , - _ _ . . . . 1 1 Z -1 - - - --- N 6 • + Togates lemmonii -IV � � 0 • _ . — _ ' .� mow ///! / Mountain Mart Id 5 gallon 8' 19 950.2 W 0 634 /r��/r /''\�' ' '\ 1a 8 ,�_ 'i Q Rosmarinug Prostratu9 Dwarf Rosema 5 gallon 6' j � � '"y 9 341 uj 83 I 104 29 • r/ //// /////!/!/ /_ '/� �/_ //_ '/� ///!////!_ //_ /_ /_ / ' 8 Tr h 11 7 8 a � . . . . / l // ///////// ' ac elo ermum josminoldes Star Jasmine I gallon 2 I145 12 = 9 LavaAla wcystif0a ' Ustead' English Lavender 5 lion 4' 241 e �► /i i�/�/ /r//r //r � V ® 9a Q 149 7V 1 `� • �' iiiii�i i�i/ _ /! //// 8 888 / — ,----A------- �� 91 ISO / BOULEVARD 9, N% GRAPHIC 5YMBOL5 TAKE PRECEDENCE OVER WRITTEN OVANTMES AND KEYS ON PLAN. ,•,♦,♦,♦,•,.,., / r/ ,,; /! /// 6RANIrE COBel.E aro >?Av(N6' . . . . . . . ,,,�, ♦ ♦ ITYPiCAU TIONyl.A11' 119-4 ` `\ \ ` `\ ` `\ ,�-,�' ,�' —_ \ •`•'•'•`•`•' •♦ !/ Iv // 6 �'/ '���/��/� \`\` \\\\`\ \\\\`\ \\\\`\ \ \ `���`����� .._._—__—_...._ _'— j=�j-�j=�j�� '�� �� •�� �� �i �i �i i i w i , , _ PLANT MATERIAL APPROVAL --�7 bb AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT,AND MINIMUM OF /!//// . . . _ _ _ 1' ` • • • • . • • . • • • • • • . • • • . • • . • • • • • • : : : • TWO WEEKS PRIOR TO PLANTIN6,CONTRACTOR SHALL SUBMIT TO THE OWNER/OWNER'S ,•,•,•,•,•,+ _ 84 ��~~ // `i/�/ i/ i �• \ \ \ \ ` `\ \ \ `\ \ /— /— /— %— %— ' �j-t � � �i_�i '�it w ♦ • ♦ • • • • • • • • • • ♦ ♦ • ♦ • • • ♦ • • • ♦ ♦ ♦ • • ♦ • ♦ • • • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • • ♦ ♦ ♦ ♦ ♦ . REPRESENTATIVE PLANT _ _ . . . . • . • • . • . . . • . . . . PHOTO 5UBMITTAL FOR APPROVAL. IF REGIUESTED BY OWNER, ••.•.••••••••• 8 /' .2' ,Z' ,l=- • ' `\ `\ `\ `\ \ LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. 29 19 . a 40 8 70 2� a e a a 9 9 a e ONE PRINTED PHOTOGRAPH OF EACH 5PEGIE5 SPECIFIED ON PLAN SHALL BE PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME,CONTAINER SIZE. EACH TREE PHOTOS p /,.; , 31 ---- — — SHALL BE LABELD NTH 5PEGIFIGATION5(HE16HT x GROWN x CALIPER SIZE). loo _ FORM BRANCHING STRUCTURE AND OUALITY OF ' %� ' EACH PHOTOS SHALL CLEARLY SHOW SIZE, , \ -- \• - Jr�, THE PLANT. ANY PHOT05 SHOWING GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE \ \ \ SCE EASEMENT PROPERT LINE --�---_-__ __ ACCEPTED. PAIRED LIMl7 OF wo NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW, ANY REJECTED VTRIES, RK I SPECIES SHALL BE SUBJECT TO RESUBMITTAL. 2 19 10 SIZING LEGEND 9 RX ' NDIGATES QUANTITY a - O� 1N0 SCE EASEMENT , INDICATES SPEGIE5 � 1924.22 � ' ' SEE KEY ON LEGEND 23 L {_ A •I f ./::, ic`. . d'C'.• i f.... . f /. ♦.. w '�'' '1., . I J. t' . ■ ♦ t l l SHEET L-1 41w'�;1 +,. r• � ^��♦`•k'� 7� •P � a.s . <. �S/�♦ "i"t w / s S �t 1'.� Y. 14 ? E� -:��lr �..�•yy"`.v r •'� ^ �k" 1 � : .., �y .: ' •.h" y •1�� •, rt ` .�,rF,�J -22 -26 SHMTL A4 Xs ' -s. A'. �_ . ; •1`�Yf . . -`� , �- •: : 4 . :t`, r •'i'�J.`�•;'' a,�•. \ �`- a`�''•! :''� 'x •, .as11 .11+1` .�. *•' • ' ;�. k.. iDESCRIPTION OF REVISION DATE CITY *1 - ♦.•.;Y ,r:,,e ;� Mntm::' s ; A q CITY OF RANCHO CUCAMONGA 5T L-2.2 NDSC SHEET L•5 �� �' /ti SHRUB PLANTING PLAN n SF 23T L- 2 /"o,* SHEET L-4 M E:%\%, SHEET L-6 3�T L-1 y'{ N T L-� ellinev M In DAY CREEK BLVD .�J '� . E-11 r L•28 g �. TRACT 16227 ``'�" ''r SHAT L-2'3 SHMT L-Z'1 �c st 2007 hte SH�~r L-x3.1 ;. -� �,. ' ' 'hiy�k� � r L-24 SHT KAY T� �' ��� RANCHO ETIWANDA ESTATES I ill.L ` '�x Rl lF a pQ► OF C APPROVED BY: ' DAT CITY ENGINEER R.C.E. 24933 0' 15' 30' 60' 90' DEVELOPER: DESIGN IfLANDSCAPE RCHITECT: RECO NDED ., DIAL TOLL FREE CM 1-800-422-4133 BCA Development Inc. DRAWN 17288 REDED Hl AYEtVUE 9TUDK) A SHEET 5194-CI AirpCr►ort Loo' prly■ IRVM CA 92814 AT LEAST TWO DAYS toato Mesar 92820 � � �Qa-Q87Q I.•• 2 4 o F 41 r C BEFORE YOU DIG TA no. (999) Baa—toss SCALE:1 =30 —O Fa,.nor (999) 881-0085 CHECKED RLA NO 4176 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN DATE 5-28-08 FILE NO 2020-L PROJECT SHEET NO OF PLANTING LEGEND 9-$6 —�- 99i_ _ / Ke10 Ip SiBotanical Nana Common Name Size ac , / 7 ' 1 Plumbago capensfs Gape Plumbago 3 gallon 10' 30 18 19 20 26 / 'it 2 `.��� Rosmarinus 'Ken Taylor' WN 5 gallon 5' 166 - (J955D / / 'r..;.r�.•s:::�:;:;:• /!!// • • • ' • • • • z ZZ 3 Berberis thunbergii Japanese Barberry 5 gallon 300 1413 36 7 / !!,•,• ! Crimson 6 • Dim -_. 5. - g- fi\�� 7 �9rr"y __ __ 4 18 = Abella grandiflora NGN 5 gallon 4' 322 25 1 ////! 4 'Edward Goucher' oF 2 4 9 48 a' �► /r/r/r/r Salvia a it WN 5 gallon 4' 1955.7 48 ! /////// 5 ,_ ,_ g 351 o t2 T 8 �+ _ !!//!// %.Z_��Z F'vrman s ed �t 2 2 2 3 ` �- 1956.7 T 'a T /«:! • ! 1 �' \ 0 !!/////rte 6 '.'.'.'« Togetes lemmonll Mountain Marigold 5 gallon 8' 102 . . . . . . . . . . . r/// • ,�,•••••••. tV � � 2� 0 231 28 1 � // !/ . . . �•:. . . . . . !//r r! . . . . 1957.4 a 3a //� . • . . . . . . . . . . . /////r//r . . . . . . . . . . . . . . . . . . . . . N 1958. 1 p 2 !// !/. . . . . .• Q (�5:9.8 0 0 r' 1959.7 `� !// CD a o 1959.6 o v t40 28 962 f �/ /�////• •.;.;.;.' /// !/ /// /r !/r/// //! Rosmar(nus 'Prostrotus' Dwarf Rosemary 5 gallon 6' 2116 N 1958.8 44 3 6 3 0 ! //t /.�r/ ..; // //!// //r T8 7 W 3 7 120 64 17 ea 18 73 19 174 81 f�, l%% •• t N 8 Tr h I ' //// . . ac e ospermum�osm(noldes Star Jasmine I gallon 2 2186 4 4 T 8 7 • err a .•.•.•.•.•.•.•.•.•.•. r �/ _1 99 31 F r_ / ♦!// . . . . �� . . . . . . . / ! 1 48 _ _ _ . . . . . . . . . . . . . r. . \ _. 12l� - - a 9 t� � /� �i,moi/ �•••• •••• ♦�.�♦ �'♦ � W 3 �!//!// \ \ < 440 </ i ,1� �;1 rl r//!/ • • • • • • f \ \ \ \ \ • �-- Cl Lmof&la axystifolia `IUstead English Lavender 5 gallon 4 333 LAJ w NOTE2 6RAPHIG SYMBOLS TAKE MCEPENCe OVER WRITTEN OUAI IES AND II ON PIAN. /ii' ' Z PLANT MATERIAL APPROVAL AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT,AND MINIMUM OF 102 �-•/���'� !/rr// rrr/r/rr� .-/ .-/ . . .•,', • a TWO WEEKS PRIOR TO PLANTING,CONTRACTOR SHALL SUBMIT TO THE OWNER/OWNERS REPRESENTATIVE PLANT PHOTO SUBMITTAL FOR APPROVAL. IF REUESTED BY OMER 120 �i � \ �`�`\\\��\` ` � \ ,r/ LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. - - - -- " - --- - 9 ONE PRINTED PHOT06RAPH Of EACH SPECIES SPECIFIED ON PLAN SHALL DE PROVIDED. 42 " , t EACH PHOTO SHALL Be LABELD WITH PLANT NAME,CONTAINER SIZE. EACH TREE PWT05 -= - -- --_ -- 14 a - --" `� .. • SHALL BE LABELD WITH SPECIFICATIONS (HEIGHT x GROWN x CALIPER NZE). ' 9 87 13 69 ® 79 9 96 , r ;1 "� C� - - 6 9 8 9 g 9 a 95 — — �+ ` ` \ - '\��c���': - ' ---- 92 2 / EACH PHOTOS SHALL CLEARLY SHOW SIZE,FORM, BRANCHING STRUGTiJRE AND QUALITY OF ® _ — 93 GRANITE C066LE STONE PAV1N6 9i4 �-----�- - � `'��+J /- �- ` ` ` ` � `• � � � �`\ - 27 THE PLANT. ANY PHOTOS SHOWING GROUP OF PLANTS CLOSE TOGETHER WILL NOT Be O YMAQ PER CONSTRUCTION PLAN ,?';Z' ?�IF;?'I \•�\`\`\`` ` � � 6 ACCEPTED. .. 17 ` NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REYIEI^I. ANY REE(,TED ` 10 5 ' 5PECIE5 SHALL DE SUBJECT TO RESUBMITTAL. _ \ . 1 29 24 SIZING LEGEND, N12IGATE3 QUANTITY . . . . . . . : . . ': ... . . . . . . . . . . . . . . . . . . . . . . . . _ _ ,_-� � \ •���`\ •���`\ ��`\ \ ` ` is --/'` 1 20 to 9 30 27 23 ao a �NO�� ' INDICATES SPECIES SEE KEY ON LEGEND 2�- Sr SCE EASEMENT PROPERTY LINE OVA1 1 i•` SHEET L-1 •�. . a t Lr I. "•s iii �.r • t �•,t 1'• • q^ * �r,. r:*.: i'f/.i --1 ^r "i �r, 'a.11 ` ter.. q.. t'S \ !s.'.'ia •L] 11 � (1 a •• •. -rr' ,a ♦ r P./{ y+F_ .p7 } �I�fir//�//� Icy�1 -M��•`r��{'e"•ti�„h , r � �_ •;+ f� iF#!. '1i ' '�� y4s"+'•h�, 1,"` -�'r • r•� "G 7,1�+ s �'j� .. :'! `"' j '- lr� A .•.•! " -�i os° T Jf1i.G 1 �rLf/ f~ ►R1 ,1�, `t'' -y "N , /`l li' iL rti r1�r^. 1�jiFy.!', 's1. ae1'!''��. •• .�r r,`'ut,!,'.y . 0 .Y ;:' • ! . ,rd � r +.�F.� =.,1:,a�, __��"`�S;�..;a.te•''w,,: .r�' :r�• •t• �,,-�':'-:�'.'� _�,., •,fa.,�- ' rk: DESCRIPTION OF REVISION DATE CITY .. 4., \ t�S`r. . •. .`: Xaa:. �$A X:i;�. x)�c:? ,c •��•��•`+P '� ._ .� �, R ;►r ��� ''',.ue•,r''..� .S.�.S�Wj;'x\1:'V�Y.;aY1 r-- .9 ,,,.•„� :.'tY� CITY OF RANCHO CUCAMONGA SHEET L-22 O ALpO R q� %H T L�3 ,�� `�' �/ti may, SHRUB PLANTING PLAN s SHEETLr � SHEET L-a of E SH�r L-a S L 14 D DAY CREEK BLVD LL-u SHEET L 26 -i3 i " :- L L-19 � 21 51�T L -� r � SHAT L �.i .� :.�::�:. ~r•LL�p _ ,r L-26 Si—nature TRACT 16227 {•� ir{ 1 •fir �� L-�8 SHEET L-21 SHEET L-Z"t P 2007 ,F T L��l� �,�� �.• x ate SIFT L-2'9.1 � � SHEET L-Z4 � � SHAT KAY M.T.9) ��r a ' ��� RANCHO ETIWANDA ESTATES Of CXOI-o APPROVED BY: DATE D CITY ENGINEER X R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMMENDED 0' 15' 30' 60' 90DIAL TOLL FREE CDPC Atk 1-800-422-4133 BCA Development Inc. DRAWN 17288 FID Hl AVE" 87UM A SHEET RUNE, CA 92814 AT LEAST TWO DAYS costa Mesa. CA 926Loo26 Drive (949) 398-0870 L- 2 5 41 r r C BEFORE YOU DIG TA no, (949)863-1053 OF SCALE:1 =30 —O Fax. no (949)863-0063 CHECKED RI.A NO 41 76 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIADATE 8--25-08 FILE NO 2020•-L PROJECT SHEET NO OF ' U�) PLANTING LEGEND C19 3 7 K"el Sr, Botanical Name Common Name Size acInq Qty, 106 I Plumbago capenafs Cape Plumbago 5 gallon 10' 1 1 938. 1 2 Rosmorinus 'Ken Taylor' WIN 5 gallon 5' 146 i' 108 I (P s* ,68 3 Berberfs thunbergii Japanese Barberry 5 gallon 90" 4-11 1 0 7 $ ® Crimson Pygmy 47 �19:3L8 D. gr Abelfa andiflora NON 5 gallon 4' 108 ~� • I � �� 87 ( 193 8.6 33 7 � 4 'Edward Goucher' ~ 1952.2 e I C-1 • 7 4 �► „9 4, 5 7i= i Salvia �sregil NON 5 gallon 4' 425 9 Furan ad' ,70 �� ' I �► ' s 8 OF riiii/ 76 �! 6 , ♦;♦;♦ Tagetes lemmonil Mountain Marigold 5 gallon 8' 211 ,� vi i ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ e - ` 237 60 �► ' r�t.':.•.•.• • /!r/ 1 �!f Rosmarinus Prostrates Dwarf Rosemary 5 gallon 6 928 10 76 \- . . . . . . . . . . . . . i 46 10 / • • • ♦ • ♦ ♦ ♦ • • ♦ • ��� 8 Troche �osminoldes Star Jasmine I gallon 2' 1041 168 a 1 e .� •.•.•.•.` •.•.•.•.•. .•.•.•.•.•.•.• rl/ •••••••••••••. . ,3f i?%'- :. 45 7 1953.4 ,a • ; • r/� _ _ 1, T i ;� ' ' I I REFER TO RANCHO FNESTATES PROJECT ENTRIES, ! .14 Lavor&la angustifolla 'Munctead English Lavender 5 gallon 4 365 1\ a -� ONSITE FENCES AND RETENTION RETENTITI ON OASINS PLANS PREPAIRED /!/'� ; %il%;l%i1 ,1'i1=iL'�=,�`=' •' .•, 1956. �\ BY COPC 444-344-08"10 /r/lrrr//rte •�/,,1/,,1/,_�/, 3 8 a, ` !!!! /T :/ %-tel ' S ` - o ♦ ♦ t ♦ • • • • ♦ ♦ ♦ • • • • • ♦ • • ♦ • • • • • V GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. /- PLANT MATERIAL APPROVAL W LUA1 . s .=� .c;'s/`�i �� - r/iii/!' \ ` ` /�'% \ . N AFTER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT AND MINIMUM OF W 28 • • ' it/it/i1/i?/ !'�/ //r r!//r!/r ///, ,►` s -; , ; ! I TWO WEEKS PRIOR TO PLANTINb,CONTRACTOR SHALL `1"IT TO THE OWNER/OWNER'S _ , ; s� -_:V/ s /!.�! _ - a ' /////////// !! J REPRESENTATNE PLANT PHOTO SUBMITTAL FOR APPROVAL. IF REQUESTED BY OWNER, /_ /_ / . !r /r!!!!r/!lriilr!!rr V (A _ ���,�=�,�=�f' ,; `.;•:; /r� rrr!!rr!/ /! ,� ti00 LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. . . . . . . . . . . . . . . . . ! r!!rr/!/rr! �i/!rr/ /r/!rr 980 . . ♦•.•.`:`'•' • W W . . . . . .� • •'� . . . . . fi! ¢ . . ..,•••,•,• • . W ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED. . . . . . . SIGH EACH PHOTO SHALL BE LABELD WITH PLANT NAME CONTAINER SIZE. EACH TREE PHOTOS (n . . . . . �. . . . . _ . . . . . . . . . _ . . . \ r , . . �N • • • • • • • • • ' SHALL BE LABELO WITH SPECIFICATIONS(HEIGHT x GROWN x CALIPER SiZE). . . r i« /! //r ! � ��' r• • •Lu • • / //!//moi////!i/ r-r- / /�!/! � • •••••••• •�'• • • ��♦,♦ • � � • • • . . . . . . . _ - � W EACH PHOTOS SHALL CLEARLY SHOW SIZE, FORM,BRANCHING 5TRa1GTURE AND QUALITY OF `,^��_.�- r . �` //!r � �- � . .•.`.`.•.•.•.•. ` • .• . . • • • 11J THE PLANT. ANY PHOTOS SHOWING GROUP OF PLANTS GLOSS TOGETHER WILL NOT BE .• r ' 288 ' V) ACCEPTED. U �.J . . NO PARTIAL OR INCOMPLETE SUBMITTAL WILL DE ACCEPTED FOR REVIEW. ANY REJECTED it Lu Q ! //// - ,\\` ;t,\\` ` ` ` �i J 7 1� ,.,`— %'� ' C�: ,. :•:•: ` 8'' r � SPECIES SHALL BE 51)BJEGT TO RE5UBMiTTAL. / _ �<<;\;`:\\ , \ , , , - ,- ,� ' ; • . : ;.;.;:;:•: .... . ,$ = SIZING LEGEND U NDIGATES OVANTITY \ \ \ 8 \ GRA�1]TtC3t.E STONE PAVING ` •.♦.•.*:*:.14 :•:••`• • 24 d •� i'1C PER CONS R • • • 8 INDICATES SPECIES • ♦ ♦ 9 SEE KEY ON LEGEND LIMIT OF WORK iI ♦ •`•`•`♦`•`• ♦`•`♦ ♦ ♦ 20 ♦ ♦ ♦ _ . . . . . . . . . SSM Sr jrISI /- %�%-�%-t% , ,•,•,`,•,•,•,• • G Y 46 02, SCE 17 34 1 � � SHEET L-1 ! r ' �.'r'}'/ "J� ♦i. • a-,it, A [:r' • a air • • y, S4I 1. ,,, -.w-/; }•_+'1, ! e ,4, x,�„ i,a JJ A , r ��f. 1 1 • c• . : :ma y `,_„__-� SHIEET L-26 ..S,R i�,.�+".'" `-t' ' �. 4�� �'�''�' ��5; '"k•f�� +f err• „� F�-r "rr t.t •'• �• .��1..�'�, •r' `��. y�/� .• .y ' }} moi. °- "ii"7:4 : Y,� "I DESCRIPTION �`.L. til- �:;= s.r• a �, = S . ♦.•. DESCRIPTION OF REVISION ,. ;: r :i . �_•,•. -1 � : �;:_ ... ; ' 't_ _ DATE CITY Vf<,r'1 ,( %� r!'' 'V�. ?L "f.i .tl'�,, • .r ♦,. ♦ • .!f•,}f",�i:A!: ...... .Yc . CITY OF RANCHO CUCAMONGA i a.'+ •.�+�y t '�tr ♦�!y a..A ,,.'Si..r `?tis `-1,!'S.. t ••:':.:•:.:':::.:':.":.::.':.'. SHEET L•2.2 . - �� ALpO F 9 -ii�2 �' SHEET �p L- � i►�.e�FL ' SHRUB PLANTING PL AN SHEET WDI to SHEET L-1 SHEET L-4 E110 5F 1LSHEET DAYCREEKBLVD Sir L-2� SHE �r L-26 _ r � T L-11 SF L-q SHEET L•2TRACY 16227SHEET L-25 SHEET L-21 3t2007 WEE I t T L-24 , a T L-29.1 RANCHO ETIWANDA ES T ATESSHT KAY MT9 OF APPROVED BY: • • DATE: w, CITY ENGINEER � (' R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECO M E DED 0' 15' 30' 60' 90DIAL TOLL FREE CDPC 17288 RM HU AVE" $TWO A - 1-800-422-4133 BCA Development Inc. DRAWN RVH CA 0 (SHEET 31st-Ct ;, CAS Loop Drive X949) 399-0870 L— 2 6 0 F 41 AT LEAST TWO DAYS costa Meso,) 9262{ 1sl na (949) 865-1053 SCALE:1"=30'-0' BEFORE YOU DIG Fm no. (949)863-0065 CHECKED RLA NO 4.176 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIADATE 3-25-06 FILE NO 2020—L PROJECT SHEET NO OF s ,I i 9 6 C PLANTING LEGEND �__--' �g� F (1921 Ked SA Botanical Name Common Name Size acin Qty, Plumbago copenels Gape Plumbago 5 gallon 10' 42 O I 9 7 304 394 17 �� 1932.3 2 \;\ Rosmorinus 'Ken Taylor' NON 5 gallon 5' 283 o F 1— - 98L1M►� w r LU w 3 Berberis thunber ii Ja arse Barber 5 gallon 30" 1066 12-78 .51 <rrr ///!!!! = Crimson Pygmy, 99 1933. 1 3a7 18 6 $ - //��/`ii" N Abelia Tgrwdiflora WIN 5 gallon 4' 0 G� 8 7 4 W 4 EdwardGoucher'/ � 1 0 0 1934.0 Saivia a it NON 5 gallon 4' 550 -.. . , 432101 .1 - 'Furma -s RedLU / 102 1936. 1 ' la $7 r�li' : J 6 ;;;;;;;; Togetes lemmonii Mountain Marigold 5 gallon 6' 53 CP 'r-1111 t �R U f�f Rosmarinus 'Prostratus' Dwarf Rosemary 3 gallon 6' 368 1937. 1 rr!!//!!!!//// \,}\ 1— rir y 638 r// //!!/rrr//r/r/ ::: .-/ . 18 lea 8 8 ri/ r //!/rr// / �/- Q Trochelospermum josminoldes $tar Jasmine I gallon 2 2018 103 18 a r// /r �/!// r!`�/ � //: '�'•�/ /�''��'' ' G45 7 Lavandulaustifollanstead En lith Lavender 5 IIon 4 334 (y 937.E 108 9 \ \ `�`\`� \`♦ //// //// / / `f/!/ _ /_''i=''i�''i ' ® 'Mug ' C 89 $ 84 104 ! ,'� .1 Z Y�l .1 .1- \ ` ` \ \ i ,1 .Z ,1 ♦ \ ` .Z ,1 ,Z ,l . \ .1 ,1 ,1 .i ,�'" � � .l W C�� ` �, �/ �/ �/ �, �/ � \ t ♦ \ ♦ \ „ �/ �/ �/ �, � CJI`�/`�,`�,` ,i\�, \= .4 ��/��,_ , ,: /_ /_ /_ �` . ♦♦ , \ \ � /: /_ /:, �,_�/_�,_�,_� 1/_ �• Nor GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. • • • • • • • • •-: ^ 9 \ \ \ PLANT MATERIAL ROVAL \ ,1 ,1 ,1- \ \ \ ♦ \ w1 Sts 8 9 APP� ,♦, , �,�,�, \ . \`�\ \ ♦ ., , \ .\ �,` . . t. i O � ♦ , \ • • • • 1 //// ///// •�'� 8 ` ` ` ` Ar+TER OBTAINING APPROVAL FOR AGRICULTURAL SUITABILITY REPORT AND MINIMUM OF L1J 109 n3 i/r/ !//r •• •r�*. .�•.•.•. � a THO WEEK5 PRIOR TO PLANTING CONTRACTOR SHALL SUBMIT TO THE OWNER/OkMRS Z REPRESENTATIVE PLANT PHOTO SUBMITTAL FOR APPROVAL. IF REQUESTED BY OWNER, laa rr//!///!//! 8 ��� • . . 3r 9 LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. rr/r r rrr/ rr/ //rrrr/ :' a ONE PRINTED PHOTOGRAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED. 71 \ ``` . .•.•.•••.•.• • EACH PHOTO SHALL BE LABEL.D WITH PLANT NAME,CONTAINER SiZE. EACH TREE PWT05 f /rr// • 24 �/�.--' .,��;�;1 %�'' SHALL BE LABELD WITH SPEGIFIGATION3 HEIGHT x GROWN x CALIPER SIZE). � rrrr/// / /rY/////rrr EACH PHOTOS SHALL CLEARLY SHOW SIZE,FORM, BRANCHING STRUCTURE AND QUALITY OF 2 1 � �/ THE PLANT. ANY PHOTOS SHOWING 690UP OF PLANTS CLOSE TOGETHER WILL NOT BE 11 ♦ AGGEPTirD. NO PARTIAL OR INCOMPLETE 51JBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED `� • ` riiii` GRANITE COBBLE STONE PAY \�\ \�`,`\` ♦ \ 22 (TYP1cAU Pi:R N6 rfoN \ \ 22 a 3 5PEGIES SMALL BE SUBJECT TO RESUBMITTAL. ` PLAN SIZING LEGEND NDICATES QUANTITY 37 a e, 42 INDICATES SPECIES //r/ r// �'�. - ,�' • . 3' SEE KEY ON LEGEND 32 !! 7 �= . . .• e vNiq 20 ,•_•-�--`�+• / ,/`moi i=t � 9 �_,-;:�T'-,�:tr?:. �7'�. :' h........ '•if7` 1 , ,Z ,1 / /'`% %_ \ \\\\\\ ,�( 6 to �,�',-r-Fr:':': .'aCi : :'1' ':TLs:..:`'Tr ':".�.•.`s:'..''' . \ \\ \ 3 T SIN 1 RAY L SCE*EASEMENT PROPERTY LINE �. 2 2S� N� pROpE 1 S�� tiA 1 1 1 1 1 1 � r L•7 ,�,�sl r' r � ^�\�'}•� �{�•''7� •I.�' ^ i �,r .. � a a + � �s+ 'S � i .11i° �•• E-14 ? ,� �ri.tigl" �4:.�.;i �c�. ai.•`/,��! ±�."t°�! .�•���,d�.�' �' r• r;;�•il� � L"w. i't • 7 � a' �.. '•Z �jJ� r^�' '= .`-•+. t •4 '1..—r r ♦ r' i �`s f!1 J [/'fQ _ l h.. 'A'^:t::••}.1G^ .: •, ;y �f1G.G.1 L-26 •' -1 :C"r S "i\.' .'` ✓ /},�-, . .i! r".■.' „^t` �_�'— r'!r ' .,:::'i.Y.'•�..5':.':'::�'V:wCF.'t' 4�D � �, « ..�;'. t'}' � +w,i3 • /�. ./` y....1. .•{ }i-2� :iiia\:f•Y::�/¢: c�lr;?�.. r ~=��- •` ., ��;• � : ;�,. ��'-;� =SY�• .:'_;•.• -• • ,�. � � �����••••"w,...Y}: _ � DESCRIPTION OF REVISION DATE CITY `+,✓ >� �. • r •� ..f, •` r14"y" i•• i,—•[:'" ,,rbc. .1.-� f�`_ r/'`fr' s \' Csy' '1. `" ,..,.. f ..w- v1t•.• ;e , ` *Y: :a.rw:.—ft — rt .� � 4.&-� ..t -y.. - t` CITY OF RANCHO CUCAMONGA SHEETCAA L-2Z � Loo q O r L-5 ,�� % �y SHRUB PLANTING PLANRFs, I SHEET L-2$1 r L-4 N E110 r L-6 -l4 '019 DAY CREEK BLVD SHEET L•2J .<�.: 'f L-8 -II SHEU L-26 -� S -22 a — Signature N , , .,.. - -Iq t L-26 312007 TRACT 16227 • �;�1 :, . '�, ' SHEET 3 ~r ihFxp•. ate RANCHO ETIIANDA ESTATES L•x�J r L-�4 la . 5HEEK / OF CA\ ���� APPROVED BY: � ,] DATE& Ob CITY ENGINEER �(�&�WQ R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMM D 0' 15' 30' 60' 90 DIAL TOLL FREE CDPC C i 11268 RED FLL AVENUE STUDIO A , 1-800-422-4133 BCA Development Inc. DRAWN p�V�NE, CAA M14 SHEET 311VI Airport Loop Drive �84�� 599-0870 — 27 OF 41 AT LEAST TWO DAYS Costo Mesa, c� 926 6 r r r C BEFORE YOU DIG F�.",,;,({94 j�s'oo s SCALE:1 =3O —O CHECKED RLA NO 4176 DRAWING NO. UNDERGROUNO SERVICE ALERT OF SOUTHERN CALIFORN DATE 3-25-06 FILE NO 2020-L PROJECT SHEET NO OF � � I -- -_�C 283 1$ 8� 23 - C� 9 , PLANTING LEGEND Fes_- 432 37 29 113 248 88 Ise 7 11 3 7 9 4 7 i Key 5 rn, Botanical Name Common Name size a lnq Qty, 19213 23 24 7 20 - 7 �- ---cam-- 4 ��°` �' • , � �r I Plumbago capensis Gape Plumbago 5 gallon 10' O 0 138 .� , ;e � I i I r /! /////JrfJ �• 17 7 �' - < rr! / ,�f/// //// //// _- - //'. ///! I 2 �� Rosmorinus 'Ken Taylor' NON 5 gallon 5' 105 ,.n� .. / //!/ /!/!! . . . . . •I . . . . /!/// .._/ / �is3' >'r_' rr /— tr_ ♦ ♦ �*. . . . . . . . . . . -�<-r.-/.-r.-/.-r.-/ �,/ Barber thunbergil Japanese Barberry 5 gallon 30 495 I It �19 _�• ! /!f ///! . . t. . . . a,�-. ..s . . . . . /!!! / t!!L .fit/' /_fir_ /_ /_L_1/_ / / i i i 3 t.•.•.•.•.•. � i�/ W !/! / /J!! -,, •,•,•,• // t! //// / !! !/,c///// — '/_ 'r_ ---- _ '' J/J//Tf!`f!`J _..— 1 I Crimson Mi9my, .lM�� � " Y /`!f/!/! / /// !//J / �fJ/!!f//!// - !f rrrJ—/" . — .•,.•: `iJJ�<r <{< / / _rrrJlrrF/-T7 �/ r Abell) andiflOra NON 5 gallon 4' O 4 ggrr , / EdwardGoucher J/ < ` Salvia a ii NON 5 gallon 4' 234 ♦.•. .♦.,. .,. 5 %1�%1 'Purman f ed' •t: :. :•: _-- _ - - ` `' h - - 1 u� 6 Q T etes lemmonil Mounain tMarigold 5 IIon 8 83 t• JJ • ♦ •::♦.•.♦.♦.♦. . ✓.� ` 20 3a ___.-"'_•"".. 3 20 3 .',`.'.` a9 9 9a . . 1 -� c __ 9 120 1 1 =i 1 2 8 - 7 f j Rosmorinus 'Prostratus' DWarf Rosemary 5 gallon 6' 244 � DCR BOULEVARD iN GRANITE COBBLE STONY PAVING '� ` A- oo 10 8 Trachelospermum jasminoldes Star Jasmine I gallon 2' 1120 ' (TYPICAL) PER GO T10 --- _ r 1 PLAN �,Y W61 1s \ ' �h• ` ` l�' 1�';1'��r'�1�'�� p'- Lavand la w9vstifolla Wstead' Engllsh Lavender 5 gallon 4' 243 i=ii— ' 7, 20 ,� - . . \ \ \\\\\\\\\\\\\\ \ \ \ \ \ \ . \ � � \ , , IM,\ ♦ ♦ ♦♦.♦♦`♦♦.`.•♦`♦ \ \ \ \ \ \ 1 \ .Vt„ III 23 \ 1`".-~ / '.r:. � L . . . . . . . . \ \ \ 20 19 19 84 . . . . . S1 11 1237 8 2— 6 I ; ` 1 2 11 I . . . . . �i-8959J _ I NOTE 29 a • • • • • • y~`� I GRAPHIC 5YMBOL5 TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. 22a . . . . . . . . , : .•.•.•.•.•.•.• • ••,.. w PLANT MATERIAL APPROVAL . .•.•.•♦•♦ - - — — — AFTER OBTAINING APPROVAL FOR A6RMTURAL SUITABILITY REPORT,AND MINIMUM OF ♦ ♦.♦. . — — _ TWO WEEKS PRIOR TO PLANTING,CONTRACTOR SHALL SUBMIT TO THE OWNER/OWNER'S w REPRESENTATIVE PLANT PHOTO SUBMITTAL FOR APPROVAL. IF REQUE5TED BY OWNER, -- -- i LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. ONE PRINTED PHOT06RAPH OF EACH SPECIES SPECIFIED ON PLAN SHALL BE PROVIDED. EACH PHOTO SHALL BE LABELD WITH PLANT NAME,CONTAINER SIZE. EACH TREE PHOT05 w �< 9 �' �� g0 ��__,�/ SHALL BE LABELD WITH SPECIFICATIONS(NEI6HT x CROWN x CALIPER SIZE). w 19� 18 w 2 _ �� EACH PHOTOS SHALL CLEARLY SHOW SIZE, FORM,BRANCHING 5TRXTURE AND QUALITY OF 183` i / — THE PLANT, ANY PHOTOS SHOWINO (SW OF PLANTS CLOSE TOGETHER WILL NOT BE w , i - _� _ !8 ACCEPTED. w of \ •" I T NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED V) 18g '• SPECIES SHALL BE SUBJECT TO RESUBMITTAL. 1 z_ � � 'J �- SIZING LEGEND -i / NOTE NDIGATES QUANTITY %- 19 NO SH UB PLANTING AT THIS SIN. SEE SHEET � I -�% INDICATES SPECIES Q o o; ,�_� `�6' SEE KE v' ON LEGENID L-22 AOR -k�YDRE}SEEDIN 00 I C I ®-— - `D I 3• SLOPE VARIE ---"- Ln I ` - 10 1• -- ui 16 12 -- =— - - + 1314 .. .:`'._'._--. .: h• .. .. E 9,800 -AAM ktw ..Addu..law -A"..mhw.. ..HAW .. .. ... .. / ' SCE EASEMENT PROPERTY LINE LIMIT OF WORK MATCHLINE SEE IN SHEET L-1d r i tlifir :.\'' :1',I .a(•' a.ia 1 r ��♦ '!�/' , 3 1"tea r • ,�•1 , t'+ +.•3• �E- ?a _ i+a�r•+i t ,•. f \�}•. .1...;�.�� v.t T ^ .� , + �f'tsi+Fv♦l 'r''�r, -!L yr_ } • a fF f J&d- XVII Wf„ tvX .= '_ ' 3 a*+ y CSL- �'f{• a •.`-•45�;2� .�, ) /r }'.': Sf1ii.1'L-Z8 -.-- — •fes- +� �:♦ 9y� 2 ” "„ ti c�. :+a::s:: }:': -----------� ----- r. ;.f, _, ,•`mak' v;^;•%r i: - =_--A 1►Y`'' '►Y �•' .at. , �.; �k ` ,t .::::;:: Y:: DESCRIPTION OF REVISION DATE CITY ,a3gy{ yr_— °� •:� � ' .` ti7 , _{ �a�:'qi °�°`. .. tF''.,�`'.a' -��.. , � sti ..:" a 6z ',�`};.;'r..•. •:'':..f•vr••..ma.y4. -,...1j-1"♦ moi{.' "1 a1!.+_,';s',�.`�%d; ; � CITY OF RANCHO CUCAMONGA0 _ DSCgp� Q I 6� o b 9L 1 9 � � 05 9} gqo o � 515 SHEET L Z ,. ��tio �9'�� SHRUB & PLANTING PLAN s 5� ETfWAbA V NSE -I Z � g SST L-�3 . y �� tiD y, w — _ SHEET L-= SHEET L-4 -20 SHEET L-6 SHEET L 1 -+ w - - 9 _I SHAT L-26 -I 14 a _ DAY CREEK BLVD11 (n22 SI•�ET L-ZJ <^,�. s', '.';.�. 7 L- } -�4 9 �-21 s gnature NXMMCA Now- w- J ,.r _ Slur L - -r L- 31 �, * TRACT 16227 y ' SFT L 23 - X ace . r -I�fJ `` '` . �. : -I� RANCHO ETIWANDA ESTATES Lu .mania or-- ,.,,,.�,. ,.�,., ,.�,.,,,.�,.,,,.� IT I �:. L ,. .o - — SST L-23.1 # . , t�. ry SHEET`L-�4 5HEET KEY ido.9) '+r a �� _,J 13 18 mom EL NAPPROVED BY: DATE:G� �Ub _ 9 a LI IT OF WORK CITY ENGINEER R.C.E. 4953 U 9 a DEVELOPER: DESIGN LANDSCAPEARCHITECT: RECOM E DED ~ 0' 15' 30' 60' 90' CoPc Q DIAL TOLL FREE Hort1-800 422-4133 BCA Development Inc. DRAWN 17288 RM H1 AVF.JVIJH ST= A SHEET p RVI .; CA '92814 t- AT LEAST TWO DAYS Costo Mesa ei6ie Drive 55 Airport BEFORE YOU DIG tsl no (949)863-1053 (W) 390-0870 L- 28 QF 41 SCALEX=30'-0' Fox. no. (949)863-0063 CHECKED RLA NO 4176 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORN DATE 8--25-08 FILE NO 2020-L PROJECT SHEET NO OF NOTES: LOOP HOSES TRUNK 1" GREATER MIR)) FLANT I N6 NOTES 1. REMOVE NURSERY STAKES � THAN DIAMETE 2. STAKES TO BE PLUMB AND I. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE W E PARALLEL 3. STAKE TREE PERPENDICULARJ ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION C, , ) TO PREVAILING WIND. I / G �/ PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE S ,��� N TYING PLAN RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION Q��'a U �,j r EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED v W E PER PLAN AND SPECIFICATION * TOP TIE t0 BE PLACED AS LOW 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELpW HEAP �`?c, �✓ NEW RUBBER HOSE OVER WIRE ALLOW FOR WIND FLEXING F THE TREE. HABI�E��WMHIESE SPECIES GROWTH S Q� �o AT POINT OF CONNECTION. FOR SOIL PREPARATION, PLANT PIT REOUIREMENTS, STAKING AND ORT NOT OTHLO EAD 0 �R85. SUPPORT TT BACKFILL REQUIREMENTS. MAIN TRUNK TpP TIE Tp gE PLACED q� ?§AeEf0jFRW CED 3. CONTRACTORSHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL � * TL�OUWNKASTPOpSLSLIBBLE FOONR THNp 4" DIA. X 3' �2� SETS 0,� CINCH TIES FLEXING OF TH TREE. UT TOP OF STAKES BELOW TOP OF RQ LASS20TE PVC PIPE. UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL ACED 24 AP T AT'TrACH WITH NOT 0 LOW A TO LO H OF TREE WHERE OTBAL� TO GALVANIZED SCREWS TO 2 EXTEND 2' ABOV TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT LODGE POLES. SUPPORT OR ALhOW S E IES GROWTH HABIT PERMITS. FINISH GRADE 12" MAXIMU THE HEAD TO D OP. MAIN TRUNK ARBOR GARD OR EQUAL IN NO G05T TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND (2, SETS�F CINCH TIES SPACED 24" TURNBUCKLE (TYP. TURF AREAS. FACILITIES. 2" DIA. (LODGE POLEPIN STAKES ART, A ACy WITH GALVANIZED 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN 24 ABOVE FINISH MDkXTEND pWRIVEWA MIN. OF 8 INTO UNaN, SCREWS TO 8 LODGE POLES. TURF TIGHT Y COMPACTED 3" flM DISTURBED SOIL AND POSITION 2" DIA. LODGE POLE PINE STAKES TO Fe WATERING BASIN FOR CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER ORIGINAL GRADE STAKES OUTSIDE ROOTBALL. .. 12�� WITH WOOD PRESERVATIYE STAIN, COVER rINSTALLLATIONS GROUND SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN " DRIV A MINIMUM OF 6 INTO 3 BERM TIGHTLY COMPACTED UNDISTURBED SOIL AND POSITION 4" WOOD CHIP ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY IN PLACE TO FORM WATERING STAKES OUTSIDE ROOT BALL. ULCH IN PLANTER. GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BASIN. LOCATED OUTSIDE OF PLANT PITAR . OR GUAR IN TURF AREAS AND BY THE CITY. I1= I FR NT YARDS. 3. ALL PLANT MATERIALS SHALL BE APPROVED FOR OUALITY BY � - TOP OF ROOTBALL TO EXTEND 2"ABOVE FINISH GRADE. " - �jT INTI THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. I- _ TIGHT Y COMPACTS 3 BERM TO FORMFINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO NATIO ACKFILL WITH = - = I WATERING BASIN FSR RESIDENTIAL AND 1 — ROOT BALL NO ROC�(S GREATER - - GROUND COV R INSTALLLATIONS. LOCATE - I APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO THAN 3 DIAMETE - I I -) I I- OUTSIDE OFLANT P17. BERMS IN TURF I { EXCAVATION. _ ROOT BALL ACCEPTANCBE REMOVED PRIOR TO CIN n I PLANT PIT t0 BE �2 n r/�j1 -� NATIVE BACKFILL WITH 1T{J 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR TIMES THE WIDTH /'I )/1\( I1` - NOR C,�(S GREAT R ' {�- THE ROOT BALL. - - - - THAN 3 DIAMETE {-�I{- - }=111 1=TIT TI I KggIL TH ANCHOR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE „ - - � — - � -DTS T TALSYSTEM LIMIT OF WORK, THAT 15 A DIRECT RESULT OF THE LANDSCAPE 111= 6 = = 1 TIT - I �N� R EQUL j PLANT PIT Tp gE CONSTRUCTION AND/OR H15 SUB-CONTRACTOR. REPLACEMENT I- I I I TI� - _-�' { TIMES THE WIDTH OF RT BALL ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, _ �7j� T 1=11 UNLESS OTHERWISE APPROVED BY THE CITY. UNDISTURBED NATIVE S -M-M-I I�{ III II�' UNDISTURBED NATIVE SOIL _ 1T1 Tll III 1T ROOT BALL I NATIVE BACKFILL WITH NO 1. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE -III �I ROCKS GREATER THAN 3 DIA. I NOTES: PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS 11TT1 � � _ _ _ 0 ES. NOTES: - —I 1 PREVENT DEFORMATIONAOF LIMBS. INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT { f { { f Tr I- l TII 1= I - SPAGING REOUIRED. 1. REMOVE NURSERY STAKES NATIVE SOIL UNDISTURBED 2. STAKES TO BE PLUMB AND PARALLEL 2. WIRESHA LL BE CLAMPED OR 8. WR WHENEVER SHRUB/GOUNDCOVER AREAS ARE ADJACENT TO 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. - - - CRIMPED T TWISTED. TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO TWICE ROOT BALL WIDTH ..� TOP VIEW PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER 15 REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. a. GLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS STANDARD PLAN 506 OTHERWISE APPROVED BY THE CITY. STANDARD PLAN 802 STANDARD PLAN 803 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID DOUBLE STAKED TREE ON SLOPE DOUBLE STAKED TREE 5 GAL - 24" BOX TREE GUYING DETAIL 36" BOX OR LARGER PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND OUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REOU I RED RATES PER 1,000 50. FT. 4 GY. NITROGEN STABILIZED SAWDUST 120 I55 GYPSUM 123 I55 GRO-POWER PLUS II. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDGOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE TOP OF ROOTBALL TO EXTEND 2" TIGHTLY COMPACTED 3" BERM TO FORM THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE C u ABOVE FINISH GRADE. TAPER FILL DEPRESSED WATERING BASIN. CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. ORIGINAL GRADE FROM TOP OF ROOT BALL TO F.G. � " SPECIFY WOOD CHIP MULCH AVAILABLE FROM: NATIVE BACKFILL WITH NO ROCKS TOP OF RPOTBAL TO 4 WOOD CHIP MULCH. GREATER THAN 3" DIAMETER. EXTEND 2 ABOV� NO WOOD CHIP MUCH SHOULD BE ARTESIA SAWDU5T .1 - " FINISH GRADE OV�EREDTHERROOTBALL. TO REMAIN 13434 ONTARIO AVE. '-I 1= �� OT �� YWC�OEN�TED IIN FINISH GRADE ONTARIO, GA 91?61 'VIII - BAS PHONE (901) 141-5183 11= I ( 1= FAX (909) 125-1208 I i-1 OR =III ROOT BALL EARTHWORKS MiII ( 1 ROOT BALL 13510 CITRUS AVE. -11 I 'I I �_ NORGO, GA �-I---—� - -III WIDTH OF THE BE 62) BALL S �E �-_ _ - -: 1- - PHONL= (101) 538-3321 =III =III=III=III=�=III=III=III= =T�Tim I-� PLANT OF r°E BE (2)BLIES THE I-I I I-1 11-I 11=1 I IT 11=1 11=1 11=1 I I _ -�j�-- i - =111111-III=III=III=111=111=111= i� I M M = - I-1 �iTr=l Ti=TTT—TTi—i i T—TTT—i-i'T—TIT— NATIVBACKFILL WITH NQ UNDISTURBED NATIVE SOIL. ROCK GREATER THAN 3 DIAMETER. UNDISTURBED NATIVE SOIL. DESCRIPTION OF REVISION DATE CITY NOTES: UNTANGLE MATTED ROOTS BY LO fflNG ALL ROOTS AT EDGE NOTES: CITYOFOF ROOT BALL. NOT CRACK FOOT BALL. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE �p,NDSCgpRANCHO CUCAMONGA OF ROOT BALL DO NOT CRACK ROOT BALL O LpD�q� PLANTING DETAILS s " a DAY CREEK BLVD N gnature 3t 2007 TRACT 16227 p. ate �. RANCHO ETIWANDA ESTATES 0F C A1.\F APPROVED BY: DATE:( d CITY ENGINEER z R.C.E. 24953 DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECON E ED CDP() l BCA Development Inc. DRAWN 17288 RED HLl. AVENUE STUDIO A SHEET FIVW CA 92914 STANDARD PLAN 507 STANDARD PLAN 508 318hCt o, CA loop Ortvo (949) 399-0870 L— 9 Toga Woo, - 92620 2 of 41 Fax no. (940 863-0063 CHECKED RLA NO 4176 DRAWING NO. CONTAINER PLANTING ON SLOPE CONTAINER PLANTING DATE 5-25-08 FILE NO 2020-L PROJECT SHEET NO OF i R STORM DRAIN / BCR UNDERGROUND UTILITIES ONE HALF OF SPACING 4" OF COMPACTED WOOD CHIP LIMIT OF PLANTER AREA REQUIREMENT MULCH. MI . HARDSCAPING (CONCRETE HEADER, CURB & GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE z SIDEWALK UTILITY 5 I S.L. = o 0 12" METER 10' 5' v MIN. MIN. WI 5' * CURB AND GUTTER MIN. ooF OOF 01 00, -4 R � W -tit—lit—lit I I t t l l l SIDEWALK V% AFH0 DRIVE S.L. O?� U EQUA APPROACH 0 SHOVEL CUT EDGE COMPACTED �- NATIVE SOIL CURB AND GUTTER 5' SI 5' 10' 10' MIN. MIN. MIN-. UNDERGROUND NOTE: STRUCTURE eg. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL CATCH BASIN SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NOTES: TRANSFORMER VAULT. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTES: 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 2. MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING INTO EDGES AT GROUND COVER AREAS. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY LEGEND ARE ESTIMATES ONLY. TO REMAIN THERE. OWNED WATER & SEWER LATERAL LINES. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE SIDEWALK, AFTER APPROVAL OF CIN INSPECTOR. ENGINEERING DIVISION. 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. STANDARD PLAN 609 STANDARD PLAN 601 STANDARD PLAN 608 MULCH INSTALLATION TREE PLACEMENT SHRUB AND GROUND COVER SPACING SLOPE TREE TYP. GRANITE COBBLESTONE PAVING TYP. STREET TREE TYP. ACCENT BOULDERS PEDESTRIAN WALKWAY ROAD �.--.� STREET TREE FRONTAGE P TYP. CONCRETE PILASTER RETENTION BASIN M w/ TUBULAR STEEL FENCE AND CONCRETE HEADER 3.r OPEN SPACE IN L.M.D. AC PAVEMENT LIVID -T-SCE Vorle9 Varie 3' 3' 43' VariG�-/ 10' TYP. SHRUB MASSWG PEDESTRIAN WALKWAY 3r �� SECTION C-C TYP. STREET TREE DESCRIPTION OF REVISION DATE CITY CONCRETE PILASTER w/ TUBULAR STEEL FENCE CITY OF RANCHO CUCAMONGA RETENTION BASIN SLOPE ': ETIWANDA AVE. �O tiPND Lpb 9 • ���'�� `'2��ti PLANTING DETAILS s 3A - DAY CREEK BLVD SECTION D -D 4• PEDESTRIAN WALKWAY 312007 TRACT 16227 r ate 3p' RANCHO ETIWANDA ESTATES ��� TF OF C p�`�0� . APPROVED BY: DATE' 6 CITY ENGINEER ��l R.C.E. 24953 DEVELOPER: DESIGN LAN�D'SCCAPE ARCHITECT: RECflMDED 10 BCA Development Inc. DRAWN 17288 RED HU AVE" BTW* A SHEET iRVM CA 92814 Coda Mees,M tirpor!Loop Oriv. (949) 399-0870 L- 3 0 41 Collo G 92820 O F TA no. 863-1053 BASIN SECTION C-C AND D-D Fox. m a 3-0063CHECKED RLA NO 4176 DRAWING N0. DATE 3-25-06 FILE NO 2020-L PROJECT SHEET NO OF SPRINKLER IRRIGATION SPECIFICATIONS PART 1 -GENERA! D. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAX. 100'ALONG PROJECT: __ EACH AUTOMATIC CONTROLLER. COMMON WIRES SHALL BE WHITE WITH DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. INSTALL IN ROUTING). LOCATION: 1.01 DESCRIPTION E. SPRINKLER CONTROL VALVES. ACCORDANCE WITH VALVE MANUFACTURER'S SPECIFICATIONS AND WIRE CHART. F. ROUTING OF CONTROL WIRING AND LOCATIONS OF ALL SPLICE BOXES. SIGNED: IN NO CASE SHALL WIRE SIZE BE LESS THAN#14. A. SCOPE OF WORK: PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION,AND G. QUICK COUPLING VALVES. BE PV SERVICES NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS H. STUB-OUTS FOR FUTURE CONNECTIONS. ADDRESSED: 2.WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. I. OTHER RELATED EQUIPMENT AS DIRECTED BY THE CITY OF RANCHO PHONE: DATE OF ACCEPTANCE: THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. B. STANDARDS: ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CUCAMONGA. PART 2-PRODUCTS 3. WHERE MORE THAN ONE (1)WIRE IS PLACED IN A TRENCH, THE WIRING SHALL CODES, SAFETY ORDERS, STANDARDS,AND REGULATIONS,AND MEET THE S. ON OR BEFORE THE DATE OF THE FINAL FIELD OBSERVATION,THE BE TAPED TOGETHER AT INTERVALS OF FIFTEEN(15)FEET. MINIMUM REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONTRACTOR SHALL DELIVER THE CORRECTED AND COMPLETED SEPIAS TO THE 2.01 MATERIALS CONSTRUCTION (GREEN BOOK) LATEST EDITION. CITY OF RANCHO CUCAMONGA. DELIVERY OF THE SEPIAS WILL NOT RELIEVE 4.AN EXPANSION CUR!SHALL BE PROVIDED WITHIN THREE ( FEET EACH THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED A. GENERAL: USE ONLY NEW MATERIALS OF BRANDS AND TYPES NOTED ON WIRE CONNECTION. EXPANSION CURL SHALL BE OF SUFFICIENT LENGTH AT EACH 1.02 QUALITY ASSURANCE& REQUIREMENTS INFORMATION THAT MAY BE OMITTED FROM THE PRINTS. DRAWINGS, SPECIFIED HEREIN, OR APPROVED EQUALS. SPLICE CONNECTION AT EACH ELECTRIC CONTROL VALVE, SO THAT IN CASE OF B. PVC PRESSURE MAIN LINE PIPE AND FITTINGS: REPAIR, THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT A. PERMITS AND FEES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY C. CONTROLLER CHARTS: DISCONNECTING THE CONTROL WIRES. CONTROL WIRES SHALL BE LAID LOOSELY AND ALL PERMITS AND ALL OBSERVATIONS AS REQUIRED. 1.AS-BUILTS DRAWINGS SHALL BE APPROVED BY THE CITY OF RANCHO 1. PRESSURE MAIN LINE PIPING FOR SIZES 2"AND LARGER SHALL BE PVC IN TRENCH WITHOUT STRESS OR STRETCHING WIRE CONDUCTORS. CLASS 315. B. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED CUCAMONGA BEFORE CONTROLLER CHARTS ARE PREPARED. LCLASS 315 PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GARDE !, S. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK#3576 CONNECTOR SEALING DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF 2. ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT 2. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SEQUENCE. PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 01784. ALL POPE PACKS, R ONLY ONE SPLICE WITH EACH CONNECTOR SEALING PACK. D SNAP-TILE WIRE CONNECTORS., OR APPROVED EQUAL. MAKE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-22-70, SHOWN IN THE DRAWINGS AND SPECIFICATIONS. 3. THE CHART SHALL SHOW THE AREA CONTROLLED BY THE AUTOMATIC WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.) (SOLVENT-WELD PIPE). 6. FIELD SPLICES BETWEEN THE AUTOMATIC CONTROLLER AND ELECTRIC C. ORDINANCES AND REGULATIONS: ALL LOCAL, MUNICIPAL AND STATE LAWS, CONTROLLER AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR CONTROL VALVES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF WILL ALLOW. 3. PRESSURE MAIN LINE PIPING FOR SIZES 1-1/2"AND SMALLER SHALL BE PVC THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SCHEDULE 40 WITH SOLVENT WELDED JOINTS. CITY OF RANCHO CUCAMONGA. 4. THE CHART 13 TO BE A REDUCED DRAWING OF THE ACTUAL INSTALLED K.AUTOMATIC CONTROLLER: SPECIFICATIONS,AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE SYSTEM. HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE 4. SCHEDULE 40 PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1 CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS,OR WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 01785. ALL PIPE 1.AUTOMATIC CONTROLLER(S) SHALL BE OF SIZE AND TYPE SHOWN ON THE BE READABLE WHEN REDUCED. MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70. DRAWINGS. REQUIREMENTS OF THE SAME. HOWEVER,WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR 5. THE CHART SHALL BE A BLACK LINE OR BLUELINE OZALID PRINT AND A 5. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 11-1 NSF APPROVED 2. FINAL LOCATION OF AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR CONFORMING TO ASTM TEST PROCEDURE D2466. THE CITY OF RANCHO CUCAMONGA. THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF EACH STATION. 8. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT-WELD PIPE ABD FITTINGS 3. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE 120 VOLT ELECTRICAL THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE.. 6. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE POWER TO EACH AUTOMATIC CONTROLLER LOCATION IS TO BE FURNISHED BY D. EXPLANATION OF DRAWINGS: SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MANUFACTURER. OTHERS. THE FINAL ELECTRICAL HOOK-UP SHALL BE THE RESPONSIBILITY OF 1. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL MILS. 7.ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: THE CONTRACTOR. OFFSETS, FITTING, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR 7. THESE CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO THE FINAL A. MANUFACTURER'S NAME L. ELECTRIC CONTROL VALVES: SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS FIELD OBSERVATION OF THE IRRIGATION SYSTEM. B. NOMINAL PIPE SIZE 1.ALL ELECTRIC CONTROL VALVES SHALL BE THE SAME SIZE AND TYPE AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHED D. OPERATION AND MAINTENANCE MANUALS: C. SCHEDULE OR CLASS SHOWN ON THE DRAWINGS. SUCH FITTINGS, ETC.,AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. D. PRESSURE RATING IN P.S.I. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO 1. PREPARE AND DELIVER TO THE CITY OF RANCHO CUCAMONGA WITHIN TEN E. NSF (NATIONAL SANITATION FOUNDATION)APPROVAL 2.ALL ELECTRIC CONTROL VALVES SHALL HAVE A MANUAL FLOW ADJUSTMENT. BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, TWO HARD-COVER, F. DATE OF EXTRUSION 3. PROVIDE AND INSTALL ONE CONTROL VALVE BOX FOR EACH ELECTRIC AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND THREE RING BINDERS CONTAINING THE FOLLOWING INFORMATION: CONTROL VALVE. ARCHITECTURAL FEATURES. A. INDEX SHEET WHICH STATES CONTRACTOR'S NAME, ADDRESS,AND 8.ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK,2.ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SUCH BE TELEPHONE NUMBER,AND WHICH LISTS EACH INSTALLED EQUIPMENT AND MATERIAL DESIGNATION, SIZE,APPLICABLE I.P.S. SCHEDULE AND NSF SEAL OF M. CONTROL VALVE BOXES: FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE MATERIAL ITEM INCLUDING NAMES AND ADDRESSES OF MANUFACTURES LOCAL APPROVAL. 1. USE 10"X 10-3/4" ROUND BOX FOR ALL GATE VALVES. CARSON INDUSTRIES SPECIFICATIONS. REPRESENTATIVES. C. PVC NON-PRESSURE LATERAL LINE PIPING: #910-12B WITH GREEN BOLT-DOWN COVER OR APPROVED EQUAL. EXTENSION 3. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM B. CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT ITEM 1. NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC SCHEDULE 40 SLEEVE SHALL BE PVC WITH MINIMUM SIZE OF SIX(6)INCHES. AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT INSTALLED UNDER THIS CONTRACT. WITH SOLVENT-WELD JOINTS WHEN INSTALLED IN PLANTING AREAS. C. GUARANTEE STATEMENT. 2. USE 9-1/2"X 16"X 11" RECTANGULAR BOX FOR ALL ELECTRIC CONTROL OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES IN AREA DIMENSIONS D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR 2. NON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS VALVES. CARSON INDUSTRIES# 1419-128 WITH GREEN BOLT-DOWN COVER OR EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH APPROVED EQUAL. OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE EQUIPMENT. SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS. CITY OF RANCHO CUCAMONGA. IN THE EVENT THIS NOTIFICATION IS NOT 2. IN ADDITION TO THE ABOVE MENTIONED MAINTENANCE MANUALS, PROVIDE 3. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC 3. USE 6"DIAMETER X 8-3/4". CARSON INDUSTRIES#608-12 WITH GREEN FLEX-LOCK DEEP ROUND PLASTIC VALVE BOX FOR ALL PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY THE CITY'S MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. ALL PIPE MUST QUICK COUPLING VALVES. REVISION NECESSARY. AND SHOW EVIDENCE IN WRITING TO THE CITY OF RANCHO CUCAMONGA AT THE MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN COVER OR APPROVED EQUAL. 1.03 SUBMITTALS CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. APPROPRIATE STANDARD DIMENSION RATIO. 4. USE 9-1/2"X 16"X 11" RECTANGULAR BOX FOR ALL ELECTRIC CONTROL E. EQUIPMENT TO BE FURNISHED: 4. EXCEPT AS NOTED IN PARAGRAPHS 1,2,AND 3 OF THIS SECTION (2.01 B),ALL VALVES INSTALLED WITHIN ON-GRADE LANDSCAPED AREAS. CARSON A. MATERIAL LIST: INDUSTRIES # 1419-128 WITH GREEN BOLT-DOWN COVER OR APPROVED EQUAL. 1. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING TOOLS: REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE 1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS,OR THE SAME AS FOR SOLVENT-WELD PRESSURE MAIN LINE PIPE AND FITTINGS AS 5. USE 10"X 10-1/4" ROUND BOX FOR ALL QUICK COUPLING VALVES INSTALLED PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO A. TWO(2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, SET FORTH IN SECTION 2.016 OF THE SPECIFICATIONS. WITHIN ON-STRUCTURE LANDSCAPED AREAS. CARSON INDUSTRIES NO. 910-128 SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE WITH GREEN BOLT-DOWN COVER OR APPROVED EQUAL. CITY OF RANCHO CUCAMONGA. SUPPLIED ON THIS PROJECT. D. BRASS PIPE AND FITTINGS: N. SPRINKLER HEADS: 2. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY B. TWO(2) FOUR-FOOT VALVE KEYS FOR OPERATION OF GATE VALVES. 1. WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE WORK. MATERIAL LIST SHALL INCLUDE THE MANUFACTURER, MODEL NUMBER,AND C. TWO(2)KEYS FOR EACH AUTOMATIC CONTROLLER. CONFORMING TO FEDERAL SPECIFICATION#M-P-351. SAME SPRINKLER HEADS SHALL BE OF THE SAME SIZE, TYPE,AND DELIVER THE DESCRIPTION OF ALL MATERIALS AND EQUIPMENT TO BE USED. ALTHOUGH D. ONE (1)QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY FIVE SAA ME RATE OF PRECIPITATION WITH THE DIAMETER(OR RADIUS)OF THROW, MANUFACTURER AND OTHER INFORMATION MAY BE DIFFERENT, THE FOLLOWING IS (5) OR FRACTION THEREOF OF EACH TYPE OF QUICK COUPLING VALVE 2. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION PRESSURE,AND DISCHARGE AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED IN A GUIDE TO PROPER SUBMITTAL FORMAT: INSTALLED. #WW-P-460. THESE SPECIAL PROVISIONS. ITEM NO. DESCRIPTION MANUFACTURER MODEL NO. 2. THE ABOVE MENTIONED EQUIPMENT SHALL BE TURNED OVER TO THE CITY AT E. COPPER PIPE AND FITTINGS: 2. SPRAY HEADS SHALL HAVE A SCREW ADJUSTMENT. THE CONCLUSION OF THE PROJECT. BEFORE FINAL OBSERVATION CAN OCCUR, 1. PIPE: TYPE K, HARD TEMPERED. 3. RISER UNITS SHALL BE FABRICATED IN ACCORDANCE WITH THE DETAILS 1 BACKFLOW PREVENTER FEBCO 825-Y-BV EVIDENCE THAT THE CITY HAS RECEIVED MATERIAL MUST BE SHOWN TO THE CITY SHOWN ON THE DRAWINGS. 2 AUTOMATIC CONTROLLER CALSENSE ET2000- OF RANCHO CUCAMONGA.OAD 2. FITTINGS: WROUGHT COPPER, SOLDER JOINT TYPE. 4. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE THE SAME SIZE AS 3 MASTER VALVE SUPERIOR 3100 RCV 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 3 JOINTS SHALL BE SOLDERED WITH SILVER SOLDER, 45% SILVER, 15% COPPER, 4 ETC. ETC. ETC. 24 -LR-RR THE RISER OPENING IN THE SPRINKLER BODY. A. HANDLING OF PVC PIPE AND FITTINGS: THE CONTRACTOR IS CAUTIONED TO 16% ZINC,24% CADMIUM, SOLIDUS AT 1125° F,AND LIQUIDUS AT 1145° F. 5.ALL SPRINKLER HEADS OF THE SAME TYPE SHALL BE THE SAME IRRIGATION SUBMITTAL MUST BE SPECIFIC AND COMPLETE. ALL ITEMS MUST EXERCISE CARE IN HANDLING, LOADING, UNLOADING,AND STORING PVC PIPE AND F. GATEVALVES: MANUFACTURER. BY LISTED AND SHOULD INCLUDE SOLVENT, PRIMER, WIRE,CONNECTORS,VALVE, FITTINGS. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS BOXES, ETC. NO COPIES OF MANUFACTURER'S LITERATURE (CATALOG CUTS)ARE THE LENGTH OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDER BENDING 1. BALL VALVES (1Y:"AND SMALLER) O. SLEEVING: REQUIRED AS SUBMITTAL INFORMATION. OR A CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY SECTION OF PIPE A. BALL VALVES SHALL BEA 125 L8 SWP BRONZE VALVE WITH THREADED 1. SLEEVING UNDER HARDSCAPE OR PAVED AREAS FOR MAINLINE, LATERAL 3. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED, AND IF INSTALLED, ENDS AND SHALL BE EQUIPPED WITH A STAINLESS STEEL HANDLE. LINES OR CONTROL WIRING SHALL BE SCHEDULE 40 P.V.C. OR APPROVED EQUAL. APPROVAL OF THE CITY OF RANCHO CUCAMONGA MAY BE REJECTED AND THE SHALL BE REPLACED WITH NEW PIPING. B. BALL VALVES SHALL BE NIBCO T-585-70-66 OR APPROVED EQUAL. CONTRACTOR MAY BE REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE 1.05 SUBSTITUTIONS C.ALL BALL VALVES SHALL BE INSTALLED PER DETAIL. P.VANDAL RESISTANT CONTROLLER ENCLOSURE: AT HIS OWN EXPENSE. A. IF THE CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS 2. RESILIENT WEDGE GATE VALVE (2"AND LARGER) 1. CONTROLLER ENCLOSURE SHALL BE OF SIZE AND TYPE SHOWN ON THE 4.APPROVAL OF ANY ITEM,ALTERNATIVE OR SUBSTITUTE INDICATES ONLY FOR THE EQUIPMENT OR MATERIALS LISTED ON THE DRAWINGS ANDA. RESILIENT WEDGE GATE VALVES SHALL BE EPDXY COATED AND EQUIPPED THAT THE PRODUCT OR PRODUCTS APPARENTLY MEET THE REQUIREMENTS OF THE SPECIFICATIONS, HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO WITH A 2"OPERATING NUT. 2. A BACKBOARD SHALL BE SECURED TO THE CONTROLLER ENCLOSURE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR THE CITY OF RANCHO CUCAMONGA FOR APPROVAL: B. RESILIENT WEDGE GATE VALVES SHALL BE NO. 403 RT-RW AS SUPPLIED BY HOUSING TO PROVIDE A BASE FOR MOUNTING THE AUTOMATIC SPRINKLER SAMPLES SUBMITTED. WATTS OR APPROVED EQUAL. CONTROLLER AND TERMINAL STRIP. 1. PROVIDE A STATEMENT INDICATING THE REASON FOR MAKING THE 5. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS SUBSTITUTION. USE A SEPARATE SHEET OF PAPER FOR EACH ITEM TO BE C.ALL RESILIENT WEDGE GATE VALVES SHALL BE INSTALLED PER DETAIL. 3.A 117 VOLT DUPLEX BOX SHALL BE PROVIDED WITH AN ON/OFF SWITCH,AND LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT SUBMITTED. G. QUICK COUPLING VALVES: A 117 VOLT RECEPTACLE. METAL CONDUIT SHALL RUN FROM THE 117 VOLT THE GUARANTEE. SUPPLY TO THE CONTROLLER HOUSING. ALL POWER WITHIN THE HOUSING SHALL 2. PROVIDE DESCRIPTIVE CATALOG LITERATURE, PERFORMANCE CHARTS AND 1. QUICK COUPLING VALVES SHALL HAVE A BRASS, TWO-PIECE BODY DESIGNED BE PROPERLY PHASED. B. RECORD DRAWINGS: FLOW CHARTS FOR EACH ITEM TO BE SUBSTITUTED. FOR WORKING PRESSURE OF 150 P.S.I. 4.A TERMINAL STRIP SHALL BE PROVIDED, CLEARLY INDICATING THE PROPER 2. QUICK COUPLING VALVE SHALL BE OPERABLE WITH A QUICK COUPLER KEY. 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE 3. PROVIDE THE AMOUNT OF COST SAVINGS IF THE SUBSTITUTED ITEM IS RECORD SET OF BLUELINE OZALID PRINTS WHICH SHALL BE CORRECTED DAILY, POINTS OF CONNECTION OF ALL APPROPRIATE WIRING (STATION VALVES, SHOWING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS APPROVED. KEY SIZE AND TYPE SHALL BE AS SHOWN ON THE DRAWINGS. MASTER VALVE, COMMON, CENTRAL CONTROL). AND THE EXACT INSTALLED LOCATIONS, SIZES,AND KINDS OF EQUIPMENT. B. THE CITY OF RANCHO CUCAMONGA SHALL HAVE THE SOLE RESPONSIBILITY IN H. BACKFLOW PREVENTION UNITS: PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE CITY OF RANCHO ACCEPTING OR REJECTING ANY SUBMITTAL ITEM AS AN APPROVED EQUAL TO 1. BACKFLOW PREVENTION UNIT SHALL BE OF SIZE AND TYPE INDICATED ON THE CUCAMONGA AT COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND THE EQUIPMENT AND MATERIALS LISTED ON THE DRAWINGS AND SPECIFICATIONS. IRRIGATION DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE SHALL BE USED ONLY AS A RECORD SET. WITH THE DRAWINGS. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE NOTATIONS ON THE 1.06 GUARANTEE 2.WYE STRAINERS AT BACKFLOW PREVENTION UNITS SHALL HAVE A BRONZED RECORD DRAWING PROGRESS SHEETS DAILY AS THE WORK PROCEEDS, SHOWING A. THE GUARANTEE FOR THE IRRIGATION SYSTEM SHALL BE MADE IN SCREWED BOY WITH 60 MESH MONEL SCREEN AND SHALL BE SIMILAR TO BAILEY THE WORK AS ACTUALLY INSTALLED. FOR EXAMPLE, SHOULD A PIECE OF ACCORDANCE WITH THE ATTACHED FORM. THE GENERAL CONDITIONS AND #1008 OR APPROVED EQUAL. EQUIPMENT BE INSTALLED IN A LOCATION THAT DOES NOT MATCH THE PLAN,THE SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE FILED WITH 3.ALL PRESSURE MAIN LINE PIPING BETWEEN THE POINT OF CONNECTION AND DESCRIPTION OF REVISION DATE CITY CONTRACTOR MUST INDICATE THAT EQUIPMENT HAS BEEN RELOCATED IN A THE CITY PRIOR TO ACCEPTANCE OF THE IRRIGATION SYSTEM. THE BACKFLOW PREVENTER SHALL BE INSTALLED AS REQUIRED BY LOCAL GRAPHIC MANNER SO AS TO MATCH THE ORIGINAL SYMBOLS AS INDICATED IN B. A COPY OF THE GUARANTEE FORM SHALL BE INCLUDED IN THE OPERATIONS CODE. THE CONTRACTOR SHALL VERIFY NTH THE LOCAL GOVERNING BODY AS CITY OF RANCHO CUCAMONGATHE IRRIGATION LEGEND. THE RELOCATED EQUIPMENT AND DIMENSIONS WILL THEN BE TRANSFERRED TO THE ORIGINAL RECORD DRAWING PLAN AT THE AND MAINTENANCE MANUAL. TO MATERIAL TYPE AND INSTALLATION PROCEDURES PRIOR TO START OF pNDSCgp PROPER TIME. C. THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S CONSTRUCTION. SUBMIT SHOP DRAWING FOR APPROVAL. AL40 R 9 3. BEFORE THE DATE OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL LETTERHEAD AND SHALL CONTAIN THE FOLLOWING INFORMATION: I. CHECK VALVES: c�a` ��y�c► SPECIFICATIONS < TRANSFER ALL INFORMATION FROM THE "RECORD DRAWING"PRINTS TO A SEPIA GUARANTEE FOR IRRIGATION SYSTEM 1. SWING CHECK VALVES 2"AND SMALLER SHALL BE 200 POUND W.O.G. 0 ' DAY CREEK BLVD MYLAR OR SIMILAR MYLAR MATERIAL. ARRANGEMENTS SHALL BE MADE BRONZE CONSTRUCTION WITH REPLACEABLE COMPOSITION, NEOPRENE, OR w10 WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND -� THROUGH THE CITY FOR OBTAINING SAID SEPIA MYLAR OR SIMILAR MYLAR INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP,AND THE RUBBER DISC AND SHALL MEET OR EXCEED FEDERAL SPECIFICATION WW-V-51 D, 1 % 2 TRACT 16227 MATERIAL. ALL WORK SHALL BE IN WATERPROOF INDIA INK AND APPLIED TO CLASS A, TYPE IV. 3t 2007 N WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND THE MYLAR BY A TECHNICAL PEN MADE EXPRESSLY FOR USE ON MYLAR p. ata `Q, RANCHO ETIWANDA ESTATES MATERIAL. SUCH PEN SHALL BE SIMILAR TO THOSE MANUFACTURED BY SPECIFICATIONS, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE, OR NEGLECT 2.ANTI-DRAIN VALVES SHAL!BE OF HEAVY DUTY VIRGIN PVC CONSTRUCTION MATERIAL. U PEN SH $L BEESSSI IL FABER O STEAL. THE DIMENSIONS SHALL EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WITH F.I.P. THREAD INLET AND OUTLET. INTERNAL PARTS SHALL BE STAINLESS 7TF � ' BE MADE A3 TO BE EASILY READABLE EVEN R THE FINAL CONTROLLER CHART WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE YEAR FROM STEEL AND NEOPRENE. ANTI-DRAIN VALVE SHALL BE FIELD ADJUSTABLE CF CI►W-�� APPROVED BY: DATE: (SEE SECTION B THE ORIGINAL BLEMYLEV"RECORD DRAWING"PLAN SHALL BE DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE AGAINST DRAWOUT FROM 5 TO 40 FEET OF HEAD. ANTI-DRAIN VALVE SHALL BE CITY ENGINEER R.C.E. 4953 SUBMITTED TO THE CITY OF RANCHO CUCAMONGA FOR APPROVAL PRIOR TO THE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO SIMILAR TO THE VALCON "ADV"OR APPROVED EQUAL. COMPLETION OF THE CONTROLLER CHART. ADDITIONAL COSTS TO THE CITY. WE SHALL MAKE SUCH REPAIRS OR DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOM DED C REPLACEMENTS WITHIN A REASONABLE TIME,AS DETERMINED BY THE CITY, J. CONTROL WIRING: CppC 4. THE CONTRACTOR SHALL DIMENSION FROM TWO(2) PERMANENT POINTS OF AFTER RECEIPT OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE 117288 RED 'HU AVEMA STUDIO A REFERENCE, SUCH AS BUILDING CORNERS, SIDEWALK EDGES, ROAD SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT 1. EXCEPT AS NOTED OTHERWISE, CONNECTIONS BETWEEN THE AUTOMATIC BCA Development Inc. DRAWN R%IK CA 9260 SHEET ° INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING ITEMS: OF WRITTEN NOTICE FROM THE CITY, WE AUTHORIZE THE CITY TO PROCEED TO CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITHco 0 319hCf Airport�o orf,. ��� See-o�7a L- 31 41 DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT. CONTROL WIRING INSTALLED costo Mesa,CA 92626 OF A. CONNECTION'TO EXISTING WATER LINES. HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL Tat, no. {949 863-1053 PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. IN CONTROL WIRE CONDUIT WITHIN STRUCTURE SHALL BE MADE WITH AWG-TW Fox. n& (949))863-0065 CHECKED RLA NO 4176 DRAWING NO. S. CONNECTION TO EXISTING ELECTRICAL POWER. SOLID COPPER WIRE. PILOT WIRES SHALL BE A DIFFERENT COLOR WIRE FOR DATE 8-28-06 FILE NO 0 C. GATE VALVES. PROJECT SHEET NO OF Q. MISCELLANEOUS IRRIGATION EQUIPMENT: 4. PVC PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST, 8. UPON COMPLETION OF EACH PHASE OF WORK, THE ENTIRE SYSTEM SHALL BE B. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MOISTURE BEFORE INSTALLATION. INSTALLATION AND SOLVENT WELDING TESTED AND ADJUSTED TO MEET SITE REQUIREMENTS. AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT 1. REFER TO THE IRRIGATION PLANS FOR SIZES AND TYPES OF MISCELLANEOUS METHODS SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING 3.07 MAINTENANCE OF ANY WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL VERIFY THE IRRIGATION EQUIPMENT. MANUFACTURER. LOCATION AND DEPTH OF ALL UNDERGROUND UTIUTIES PRIOR TO START OF 2.ALL MISCELLANEOUS IRRIGATION EQUIPMENT SHALL BE AS SPECIFIED OR 5. ON PVC TO METAL CONNECTIONS, THE CONTRACTOR SHALL WORK THE METAL A. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC WORK. APPROVED EQUAL. CONNECTIONS FIRST. TEFLON TAPE OR APPROVED EQUAL, SHALL BE USED ON OPERATION FOR A PERIOD OF SEVEN (7)DAYS PRIOR TO ANY PLANTING. C. TEMPORARY UTILITIES: THE CONTRACTOR SHALL APPLY FOR AND PAY ALL PART 3-EXECUTION ALL THREADED PVC TO PVC,AND ON ALL THREADED PVC TO METAL JOINTS. B. THE CITY OF RANCHO CUCAMONGA RESERVES THE RIGHT TO WAIVE OR COST INCURRED FOR ALL TEMPORARY UTIUTIES SUCH AS WATER, ELECTRICAL LIGHT WRENCH PRESSURE IS ALL THAT IS REQUIRED. WHERE THREADED PVC SHORTEN THE OPERATION PERIOD. POWER AND GAS AS REQUIRED BY HIM FOR THE CONSTRUCTION OF THE PROJECT. 3.01 OBSERVATION OF SITE CONDITIONS CONNECTIONS ARE REQUIRED, USE THREADED PVC ADAPTERS INTO WHICH THE 3.08 CLEAN-UP TEMPORARY SERVICES SHALL BE COORDINATED WITH THE CITY AND OTHER A.ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL PIPE MAY BE SOLVENT WELDED. CONTRACTORS ON THE JOB SITE.CHECK AND VERIFY ALL SIZE DIMENSIONS AND RECEIVE APPROVAL FROM THE E. LINE CLEARANCE: CLEAN-UP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. REFUSE D. SURVEY, REFERENCE POINTS,AND ELEVATIONS: THE CONTRACTOR IS CITY OF RANCHO CUCAMONGA PRIOR TO PROCEEDING WITH WORK UNDER THISAND EXCESS DIRT SHALL BE REMOVED FROM THE SITE,ALL WALKS AND PAVING RESPONSIBLE FOR ESTABLISHING ALL SURVEYS, REFERENCE POINTS AND SECTION. 1. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX(6) INCHES FROM SHALL BE BLOOMED OR WASHED DOWN,AND ANY DAMAGE SUSTAINED ON THE ELEVATIONS REQUIRED BY HIM,AND SHOWN ON PLANS FOR PROPER EXECUTION EACH OTHER AND TWELVE (12) INCHES FROM LINES OF OTHER TRADES,WITH THE WORK OF OTHERS SHALL BE REPAIRED TO ITS ORIGINAL CONDITION. OF SITE CONSTRUCTION. B. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING EXCEPTION OF THE CONTROL WIRE SLEEVE(S)WHICH SHALL BE INSTALLED 3 UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT TO PRESSURE SUPPLY LINE. PARALLEL LINES SHALL NOT BE .09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE E. TRAFFIC: THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY TRAFFIC UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXISTING INSTALLED DIRECTLY OVER ONE ANOTHER. A. THE CONTRACTOR SHALL OPERATE EACH SYSTEM IN ITS ENTIRETY FOR THE BARRIERS AND DETOURS REQUIRED BY HIM FOR THE CONSTRUCTION OF THE UTILITIES DRAWINGS FOR EXISTING UTILITY LOCATIONS. F.AUTOMATIC CONTROLLER ASSEMBLY: CITY OF RANCHO CUCAMONGA AT TIME OF FINAL OBSERVATION. ANY ITEMS PROJECT. ALL TEMPORARY TRAFFIC BARRIERS AND DETOURS SHALL CONFORM C. COORDINATE INSTALLATION OF SPRINKLER MATERIALS INCLUDING PIPE, SO INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL VALVES DEEMED NOT ACCEPTABLE BY THE CITY OF RANCHO CUCAMONGA SHALL BE TO ALL CONDITIONS REQUIRED BY THE CITY OR GOVERNING AUTHORITIES. REWORKED TO THE COMPLETE SATISFACTION OF THE CITY OF RANCHO 1.05 DEFECTIVE AND UNAUTHORIZED WORK: THERE SHALL BE NO INTERFERENCE WITH UTIUTIES OR OTHER CONSTRUCTION OR SHALL BE CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON DIFFICULTY IN PLANTING TREES, SHRUBS,AND GROUND COVERS. CUCAMONGA. THE DRAWINGS. B. THE CONTRACTOR SHALL SHOW EVIDENCE TO THE CITY OF RANCHO ALL WORK WHICH IS DETERMINED BY INSPECTION TO BE DEFECTIVE IN ITS D. THE CONTRACTOR SHALL CAREFULLY CHECK ALL GRADES TO SATISFY GHIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER: CUCAMONGA THAT THE CITY HAS RECEIVED ALL ACCESSORIES, CHARTS, RECORD CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THE PLANS AND G.HIMSELF THAT HE MAY SAFELY PROCEED BEFORE STARTING WORK ON THE DRAWINGS,AND EQUIPMENT AS REQUIRED BEFORE FINAL SITE OBSERVATION CAN SPECIFICATIONS, SHALL BE REMEDIED OR REMOVED,AND REPLACED BY THE IRRIGATION SYSTEM. 1. 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE OCCUR. CONTRACTOR AT HIS OWN EXPENSE IN A MANNER ACCEPTABLE TO'THE PROVIDED BY THE CONTRACTOR. LANDSCAPE ARCHITECT AND CITY. 3.02 PREPARATION 3.10 SITE OBSERVATION SCHEDULE A. PHYSICAL LAYOUT: 2. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES, A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF 1.08 INSPECTIONS: 1. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SIZE STAKE OUT ALL AND UNION AUTHORITIES HAVING JURISDICTION. RANCHO CUCAMONGA IN ADVANCE FOR THE FOLLOWING OBSERVATION MEETINGS, THE CONTRACTOR SHALL ARRANGE FOR INSPECTIONS BY NOTIFYING THE LANDSCAPE ARCHITECT, CITY AND GOVERNING AUTHORITIES, 24 HOURS PRIOR TO H. REMOTE CONTROL VALVES: ACCORDING TO THE TIME INDICATED: PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS. TIME OF INSPECTION, UNLESS OTHERWISE NOTED. INSPECTIONS SHALL BE AS 2.ALL LAYOUT SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA 1. INSTALL WHERE SHOWN ON THE DRAWINGS. WHERE GROUPED TOGETHER, 1. PRE-JOB CONFERENCE -7 DAYS LISTED BELOW, BUT NOT NECESSARILY IN THIS ORDER. ONLY THE INSPECTION PRIOR TO INSTALLATION. ALLOW AT LEAST TWELVE (12) INCHES BETWEEN ADJACENT VALVE BOXES. 2. PRESSURE SUPPLY LINE INSTALLATION-24 HOURS PERTAINING TO THE PROJECT SCOPE OF WORK WILL APPLY: INSTALL EACH REMOTE CONTROL VALVE IN A SEPARATE VALVE BOX. ROUGH GRADING. B.WATER SUPPLY: 3. LATERAL UNE AND SPRINKLER INSTALLATION-24 HOURS I. FLUSHING OF SYSTEM: DRAIN LINES AND CATCH BASINS. 1. THE IRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY POINT(S) 4.AUTOMATIC CONTROLLER INSTALLATION-24 HOURS IRRIGATIONS (MAIN LINE PRESSURE, COVERAGE &SYSTEM OPERATIONS TEST). OF CONNECTION AS INDICATED ON THE DRAWINGS. 1. AFTER ALL NEW SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND SOIL PREPARATION AND FINISH GRADING. 2. CONNECTIONS SHALL BE MADE AT THE APPROXIMATE LOCATION(S) SHOWN CONNECTED,ALL NECESSARY DIVERSION WORK HAS BEEN COMPLETED,AND 5. CONTROL WIRE INSTALLATION-24 HOURS PLANT MATERIAL(DELIVERY& PLACEMENT). ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES PRIOR TO INSTALLATION OF SPRINKLER HEADS, THE CONTROL VALVES SHALL BE 6. PRESSURE SUPPLY LINE AND LATERAL LINE TESTING-48 HOURS SUBSTANTIAL COMPLETION INSPECTION (AT COMPLETION OF LANDSCAPE OPENED AND FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. CAUSED BY ACTUAL SITE CONDITIONS. IMPROVEMENTS)-7 DAYS. 2. SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE 7. COVERAGE TEST-48 HOURS FINAL INSPECTION (AFTER MAINTENANCE PERIOD) -7 DAYS. C. ELECTRICAL SUPPLY: SYSTEM HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE 8. FINAL OBSERVATION-7 DAYS THE CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION JOB CONFERENCE WITH 1. ELECTRICAL CONNECTIONS FOR ANY AND ALL AUTOMATIC CONTROLLERS CITY OF RANCHO CUCAMONGA. B. WHEN OBSERVATIONS HAVE BEEN CONDUCTED OTHER THAN THE CITY OF THE LANDSCAPE ARCHITECT AND CITY A MINIMUM OF SEVEN (7) DAYS PRIOR TO SHALL BE MADE TO ELECTRICAL POINT(S)OF CONNECTION AS INDICATED ON THE J. SPRINKLER HEADS: RANCHO CUCAMONGA, SHOW EVIDENCE IN WRITING OF WHEN AND BY WHOM THESE THE BEGINNING WORK. DRAWINGS. OBSERVATIONS WERE MADE. 2. CONNECTIONS SHALL BE MADE AT THE APPROXIMATE LOCATION(S) SHOWN 1. INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. 1.07 GUARANTIES: ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL C. NO SITE OBSERVATIONS WILL COMMENCE WITHOUT"AS-BUILT" RECORD A. PLANT MATERIALS: ALL TREES, SHRUBS, GROUND COVER; BEDDING PLANTS CAUSE BY ACTUAL SITE CONDITIONS. RESPECTS TO THOSE ITEMIZED. DRAWINGS. THE CONTRACTOR SHALL NOT CALL FOR A SITE VISIT WITHOUT AND LAWN SHALL BE GUARANTEED FROM DATE OF FINAL ACCEPTANCE OF O 3.03 INSTALLATION 2. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE CBUILT"RECORD DRAWINGS,WITHOUT COMPLETING PREVIOUSLY NOTED LANDSCAPE CONSTRUCTION FOR PERIODS AS FOLLOWS: DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR SAID VISIT. A. TRENCHING: RECOMMENDED BY THE MANUFACTURER. CONCRETE SPECIFICATIONS TREES 24"BOX& LARGER 1 YEAR TREES 15 GAL. &SMALLER 1 YEAR 1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF 3.04 TEMPORARY REPAIRS PART 1 GENERAL SHRUBS ALL SIZES 120 DAYS TRENCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL THE CITY RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY 1.01 DESCRIPTION GROUND COVER 120 DAYS FOLLOW LAYOUT INDICATED ON THE DRAWINGS AND AS NOTED. TO KEEP THE SPRINKLER SYSTEM EQUIPMENT IN OPERATING CONDITION. THE BEDDING PLANT 120 DAYS 2. PROVIDE FOR A MINIMUM OF TWENTY-FOUR(24) INCHES COVER FOR ALL EXERCISE OF THIS RIGHT BY THE CITY SHALL NOT RELIEVE THE CONTRACTOR OF FOR CONCRETE INFORMATION REFER TO THE STANDARD SPECIFICATIONS FOR LAWN (SOD) 120 DAYS IRRIGATION LINES INSTALLED UNDER PAVING OR HARDSCAPING. HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO LAWN (SEED) 120 DAYS FROM FIRST MOWING SPECIFIED. CUCAMONGA). REFER TO SECTIONS 4, 201, 303,AND 400,AS WELL AS ANY GUARANTEES BEGIN AFTER THE PROJECT ACCEPTANCE BY CITY AND AT THE END 3. PROVIDE FOR A MINIMUM OF TWENTY-FOUR(24) INCHES COVER FOR ALL OTHER SECTIONS RELATED TO THE INSTALLATION, PER AND POST INSTALLATION PRESSURE SUPPLY LINES OF THREE (3) INCHES OR LARGER IN DIAMETER. 3.05 EXISTING TREES OF CONCRETE WORK, MATERIALS, LABOR,AND CLEAN-UP, THE STANDARD OF THEDAY MAINTENANCE PERIOD. LANDSCAPE CONTRACTOR SHALL 4. PROVIDE FOR A MINIMUM OF EIGHTEEN (18) INCHES COVER FOR ALL WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IS AVAILABLE FROM: REPLACEE AND PLANT ALL MATERIALS WHICH HAVE DIED WITHIN THE TIME SPAN STATED ABOVE,AT NO COST AND WITHIN 5 DAYS FROM RECEIVING WRITTEN PRESSURE SUPPLY LINES OF TWO AND ONE HALF (2%') INCHES OR SMALLER CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND 61 BUILDING NEWS NOTICE FROM THE LANDSCAPE ARCHITECT OR CITY. IF DEAD MATERIAL IS NOT 5. PROVIDE FOR A MINIMUM OF TWELVE (12) INCHES FOR ALL NON-PRESSURE TREE ROOTS. EXCAVATION IN AREAS WHERE TWO(2)INCH AND LARGER ROOTS 3055 OVERLAND AVENUE REPLACED AND PLANTED WITHIN THE 5 DAY PERIOD, CITY MAY REPLACE DEAD LINES. OCCUR SHALL BE DONE BY HAND. ALL ROOTS TWO(2)INCHES AND LARGER IN LOS ANGELES, CA 90034 MATERIAL WITH NEW MATERIAL AND CHARGE THE LANDSCAPE CONTRACTOR FOR DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE (310) 202-7775 ALL EXPENSES INCURRED. 6. PROVIDE FOR A MINIMUM COVER OF EIGHTEEN (18) INCHES FOR ALL TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT CONTROL WIRING. SCARRING OR EXCESSIVE DRYING. WHERE A DITCHING MACHINE IS RUN CLOSE 1.02 SCOPE B. CONSTRUCTION MATERIALS: THE CONTRACTOR SHALL GUARANTEE ALL TO TREES HAVING ROOTS SMALLER THAN TWO(2) INCHES IN DIAMETER, THE WALL FURNISH AND INSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON THE WORKMANSHIP AND MATERIALS FOR ALL SITE DEVELOPMENT, FOR A PERIOD OF 7. REFER TO CITY STANDARD 120"TRENCH REPAIR"WHEN WITHIN CITY STREETS OF THE TRENCH ADJACENT TO THE TREE SHALL BE HAND TRIMMED, MAKING ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. SUSCEPTIBLE TO TRAFFIC LOADS. DRAWINGS OR SPECIFIED, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: CLEAN CUTS THROUGH. ROOTS ONE (1) INCH AND LARGER IN DIAMETER SHALL BE 1.08 MATERIAL AND LABOR RELEASES: B. BACKFILLING: PAINTED WITH TWO COATS OF TREE SEAL, OR EQUAL. TRENCHES ADJACENT TO A. FURNISH AND SET ALL REINFORCING STEEL, BOLTS,AND ANCHORS. TREE SHOULD BE CLOSED WITHIN TWENTY-FOUR(24) HOURS; AND WHERE THIS IS B. INSTALL ALL ITEMS REQUIRED BY OTHER TRADES WHICH ARE TO BE CAST UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PRESENT TO THE 1. THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE NOT POSSIBLETHE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE INTO CONCRETECITY, SIGNED COPIES OF ALL LABOR AND MATERIALS RELEASES FOR ALL WORK , . PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE PERFORMED UNDER SITE DEVELOPMENT. EXCAVATED MATERIALS APPROVED FOR BACKFILLING, CONSISTING OF EARTH, KEPT SHADED WITH BURLAP OR CANVAS. C. CONCRETE MOW STRIPS, FOOTINGS FOR WALLS, FENCING, POSTS, BENCHES, 1.09 DISPOSAL AND CLEAN-UP: LOAM, SANDY CLAY, SAND, OR OTHER APPROVED MATERIALS, FREE FROM 3.06 FIELD QUALITY CONTROL ETC., WHERE APPLICABLE. LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY REMOVE ALL WASTE MATERIALS (INCLUDING EXCAVATED MATERIAL CLASSIFIED COMPACTED IN LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT A. ADJUSTMENT OF THE SYSTEM: 1.03 PROTECTION AS UNACCEPTABLE SOIL MATERIAL), TRASH AND DEBRIS GENERATED OR UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT 1. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR ALL FINISHED CONCRETE WORK SHALL BE BARRICADED TO PEDESTRIAN ENCOUNTERED DURING THE COURSE OF LANDSCAPE CONSTRUCTION,AND LEGALLY GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, TRAFFIC FOR THREE (3) DAYS. BARRICADE SHALL BE PLACED IMEDIATELY DISPOSE OF IT. DURING THE COURSE OF THE WORK, REMOVE SURPLUS IRREGULARITIES. ROADWAYS, AND BUILDINGS AS MUCH AS POSSIBLE. AFTER CONCRETE FINISHING. CONTRACTOR SHALL FURNISH, PLACE AND REMOVE MATERIALS FROM THE SITE AND LEAVE PREMISES IN A NEAT AND CLEAN 2.A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL 2. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL ALL OF HIS OWN BARRICADES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONDITION. CLEAN UP AND REMOVE ALL REMAINING DEBRIS AND SURPLUS LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF ('/2) INCH IN SIZE WILL BE PROVIDE PROPER AND MORE ADEQUATE COVERAGE, THE CONTRACTOR SHALL DAMAGE TO NEW CONSTRUCTION AND REPLACEMENT OR REPAIR OF THE WORK MATERIALS UPON COMPLETION OF WORK, LEAVING THE PREMISES NEAT AND PERMITTED IN THE INITIAL BACKFILL. MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. ADJUSTMENTS MAY ALSO SHALL BE MADE WITHOUT ADDED COST TO THE CITY. CLEAN. THE SITE SHALL BE CLEANED UPON THE REQUEST OF THE INSPECTOR. 3. FLOODING OF TRENCHES WILL BE PERMITTED ONLY WITH APPROVAL OF THE INCLUDE CHANGES IN NOZZLE SIZES AND DEGREES OF ARC AS REQUIRED. 1.04 CLEAN-UP PART 2-EXECUTION CITY OF RANCHO CUCAMONGA. 3. LOWERING RAISED SPRINKLER HEADS BY THE CONTRACTOR SHALL BE UPON COMPLETION OF ALL CONCRETE WORK AND BEFORE FINAL ACCEPTANCE, 2.01 PROTECTION: 4. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE,VALVES, ACCOMPLISHED WITHIN TEN (10) DAYS AFTER NOTIFICATION BY THE CITY. THE CONTRACTOR SHALL REMOVE ALL TOOLS, SURPLUS MATERIALS,APPARATUS, KEEP ALL PLANT MATERIAL DELIVERED TO SITE IN A HEALTHY CONDITION FOR SPRINKLER HEADS, LAWN, PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, DEBRIS, ETC. FROM THE SITE AND THE SITE SHALL BE LEFT IN A CLEAN, NEAT PLANTING. PLANTS SHALL NOT BE ALLOWED TO DRY OUT. BARE ROOT STOCK THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO 4. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES CONDITION ACCEPTABLE TO THE CITY. SHALL BE SEPARATED AND HEELED-IN, IN MOST EARTH OR OTHER SUITABLE THE CITY. UNLESS OTHERWISE DESIGNATED ON THE DRAWINGS. MATERIAL UNTIL PLANTING. BALLED AND BURLAPPED PLANTS SHALL HAVE ROOT 5. RAIN BIRD EFB-CP-PRS VALVES WILL BE SET PER MANUFACTURERS PLANTING SPECIFICATIONS BALL COVERED WITH MOIST SAWDUST,WOOD CHIPS OR OTHER SUITABLE C. TRENCHING AND BACKFILL UNDER PAVING: SPECIFICATION SO THAT EACH LATERAL OPERATES AT DESIGN PRESSURE. PART 1 -GENERAL MATERIAL UNTIL PLANTING. 1. TRENCHES LOCATED UNDER AREAS WHERE PAVING,ASPHALTIC CONCRETE,OR B. TESTING OF IRRIGATION SYSTEM: 1.01 SCOPE OF WORK: CONCRETE WILL BE INSTALLED, SHALL BE BACKFILLED WITH SAND(A LAYER FOUR(4) INCHES BELOW THE PIPE AND SIX (6) INCHES ABOVE THE PIPE)AND 1. THE CONTRACTOR SHALL REQUEST THE PRESENCE OF THE CITY OF RANCHO CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT COMPACTED IN LAYERS TO 95%COMPACTION, USING MANUAL OR MECHANICAL CUCAMONGA IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING. INCIDENTAL TO AND NECESSARY FOR COMPLETING ALL WORK,AS INDICATED ON TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO EQUAL THE 2. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 POUNDS THE DRAWINGS,AS REASONABLY IMPLIED, OR AS DELINEATED IN THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE PER SQUARE INCH AND PROVE WATERTIGHT. SPECIFICATIONS AS FOLLOWS. LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE LEFT FLUSH 1.02 STANDARDS: WITH THE ADJOINING GRADE. THE CONTRACTOR SHALL SET IN PLACE, CAP AND NOTE: TESTING OF PRESSURE MAIN LINES SHALL OCCUR PRIOR TO PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. INSTALLATION OF THE ELECTRIC CONTROL VALVES. ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES, SAFETY 2. GENERALLY, PIPING UNDER EXISTING WALKS IS DONE BY JACKING, BORING, 3. ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER HYDROSTATIC ORDERS, STANDARDS, AND REGULATIONS,AND MEET THE MINIMUM REQUIREMENTS OR HYDRAULIC DRIVING, BUT WHERE ANY CUTTING OR BREAKING OF SIDEWALKS PRESSURE OF 150 POUNDS PER SQUARE INCH AND PROVEN WATERTIGHT PRIOR OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN DESCRIPTION OF REVISION DATE CITY AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED BY THE TO PAVING. BOOK) LATEST EDITION. CONTRACTOR AS A PART OF THE CONTRACT COST. PERMISSION TO CUT OR 4. SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN SIX(6) HOURS. IF LEAKS 1.03 QUAUTY ASSURANCE: CITY OF RANCHO CUCAMONGA BREAK SIDEWALKS AND/OR CONCRETE SHALL BE OBTAINED FROM THE CITY OF DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN A.ALL CONTRACTORS PERFORMING SITE DEVELOPMENT WORK, MUST BE �p�NDSCgp RANCHO CUCAMONGA. NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER WATERTIGHT. LICENSED IN ACCORDANCE WITH THE LAWS OF THE STATE OF CALIFORNIA. �� LQO 9 CONCRETE PAVING. 3. REFER TO CITY STANDARD 120"TRENCH REPAIR"WHEN WITHIN CITY STREETS 5. ALL HYDROSTATIC TESTS SHALL BE MADE ONLY IN THE PRESENCE OF THE B. CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT AND THE CITY A���� �ti��ti SPECIFICATIONS 0< GENERAL CONTRACTOR AND THE CITY OF RANCHO CUCAMONGA. NO PIPE SHALL A SUSCEPTIBLE TO TRAFFIC LOADS. BE BACKFILLED UNTIL IT HAS BEEN OBSERVED, TESTED,AND APPROVED IN WITH A UST OF SUBCONTRACTORS AND MATERIAL SUPPLIERS EXPECTED TO BE DAY CREEK BLVD (� a� D.ASSEMBLIES: WRITING. EMPLOYED DURING THE COURSE OF CONSTRUCTION. a - -4 " twa C. CONTRACTOR SHALL OBTAIN AND KEEP IN FORCE PUBLIC LIABILITY AND gA 2007 TRACT 16227 1. ROUTING OF SPRINKLER IRRIGATION LINES AS INDICATED ON THE DRAWINGS 6. FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. PROPERTY DAMAGE INSURANCE, DURING ENTIRE COURSE OF THE CONSTRUCTION \ * P. Date IS DIAGRAMMATIC. INSTALL LINES (AND VARIOUS ASSEMBLIES) . SUCH A 7. WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST CONTRACT. THE AMOUNT OF INSURANCE SHALL BE DETERMINED BY CITY. 7 .40. t ��� RANCHO ETIWANDA ESTATES MANNER A3 TO CONFORM WITH THE DETAILS IN THE DRAWINGS. r at �FC� IN THE PRESENCE OF THE CITY OF RANCHO CUCAMONGA TO DETERMINE IF THE D. PRIOR TO START OF SITE DEVELOPMENT WORK, THE CONTRACTOR SHALL F OF CAW- - 2. INSTALL NO MULTIPLE ASSEMBLIES IN PLASTIC LINES. PROVIDE EACH WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. APPROVED BY: DATE: ASSEMBLY WITH ITS OWN OUTLET, FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY NOTIFY THE LANDSCAPE ARCHITECT AND CITY TO GIVE STARTING AND CITY ENGINEER R.C.E. 24953 INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE DRAWINGS, OR COMPLETION DATES. CONTRACTOR SHALL ALSO SUPPLY THE LANDSCAPE 3. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE ARCHITECT AND CITY WITH THE NAME AND TELEPHONE NUMBER OF THE PERSON IN DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECOMbAVDED RESPECTIVE DETAIL. IN ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE CHARGE OF THE WORK. owe PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM SUCH ATTENTION OF THE CITY OF RANCHO CUCAMONGA. THIS TEST SHALL BE 1.04 RESPONSIBIUTIES AND COORDINATION: 17288 RED HU AVE" STUDIO A WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. BCA Development Inc. DRAWN RVM CA 92M SHEET OF CITY OF RANCHO CUCAMONGA. A. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS 3194-Cl Airport Loop Drive AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES FOR THE WORK TO BE costa Mesa.CA 92626 (949) 399•"0870 L- 32 OF 41 teL no. 1149) 863-1055 PERFORMED. Fax no. (949)863-0063 CHECKED RLA NO 416 DRAWING NO. DATE 5-25-06 FILE NO 2020-L PROJECT SHEET NO OF 2.02 INSTALLATION: G. PLANTS NOT APPROVED -PLANTS NOT APPROVED ARE TO BE REMOVED MAINTAIN ALL PLANTS AND PLANTED AREAS. DETAILED LAYOUT OF PLANTS WITHIN THE PLANTING AREAS SHALL BE FROM SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THE CITY KEEP PLANTED AREAS FREE OF WEEDS AND DEBRIS. PERFORMED BY CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ENTIRE LOTS OF PLANTS REPRESENTED BY PRUNE TREES AND SHRUBS. AND CITY PRIOR TO PLANTING. DEFECTED SAMPLES. FERTILIZED ALL PLANTS AND PLANTED AREAS. H. STAKE ALL TREES,AS PER DETAILS IMMEDIATELY AFTER PLANTING TO IRRIGATION. SOIL EXCAVATED FROM PLANTING HOLES SHALL BE AMENDED TO BACKFILL PREVENT WIND DAMAGE. INSECTICIDE SPRAYING. AROUND TREES AND SHRUBS USING THE FOLLOWING MIXTURE: 7.02 FERTILIZERS: NATIVE, ON-SITE SOIL WITH ROCK NO GREATER THAN 3" IN DIAMETER I. PLANT TREES THAT ARE TO BE LOCATED IN LAWN OR GROUND COVER AREAS GRO POWER PLUS, 5-3-1 15 LBS/CY AFTER FINISH GRADES ARE FIRST ESTABLISHED AND ALLOW AT LEAST 7 A. COMMERCIAL FERTILIZERS WITH AN ANALYSIS OF 5-3-1-GRO-POWER PLUS, IRON SULFATE 2 LBS/CY CALENDAR DAYS PRIOR TO INSTALLATION OF SAID LAWNS OR GROUND COVER AND 12-8-8 GRO-POWER CONTROLLED RELEASE NITROGEN,AS DESIGNATED TO PROVIDE FOR THOROUGH WATERING OF TREES. ALL PLANTING HOLES SHALL HEREIN, OR APPROVED SUBSTITUTE AS REQUIRED BY THE AGRONOMIC SOILS (TO BE USED FOR BIDDING PURPOSES ONLY,VERIFY WITH AGRONOMIC SOILS BE EXCAVATED AS DEFINED ON APPROPRIATE DETAILS. REPORT. AVAILABLE FROM GRO POWER(909)393-3744. TEST.) 4.03 SOIL AMENDMENTS: B.AMMONIUM SULFATE: GRANULAR FORM CONTAINING NOT LESS THAN 21% AFTER BACKFILLING, CONSTRUCT A 3"EARTHEN BERM TO FORM WATERING BASIN SOIL AMENDMENTS SHALL BE AS RECOMMENDED IN THE AGRONOMIC SOILS NITROGEN AND 24% SULFUR AND SHALL BE REGISTERED AS AN AGRICULTURAL AROUND EACH PLANT, TO ALLOW THOROUGH WATER-IN AND ESTABLISHMENT. REPORT MINER,WITH THE STATE DEPARTMENT OF AGRICULTURE IN COMPLIANCE WITH ARTICLE 2-"FERTILIZER MATERIALS,"SECTION 1030 OF THE AGRICULTURAL PRIOR TO INSTALLATION OF TURF AND GROUND COVER, REMOVE WATER BASINS 4.04 TREES STAKES: CODE. FROM AROUND TREES AND SHRUBS. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. TREE STAKES SHALL BE LODGE POLE PINE TREE STAKES. SEE TREE STAKING 7.03 GENERAL: PART 3-SOIL PREPARATION AND FINISH GRADING DETAIL ON PLANS FOR FURTHER INFORMATION. MAINTENANCE SHALL START IMMEDIATELY AFTER LANDSCAPE IRRIGATION AND 3.01 SCOPE OF WORK: PART 5-GROUND COVER AND BEDDING PLANTS PLANTING. A. PROVIDE ALL MATERIALS AND EQUIPMENT,AND PERFORM ALL WORK 5.01 SCOPE OF WORK: MAINTAIN ALL PLANTS AND PLANTED AREAS ON A CONTINUOUS BASIS AS THEY ARE INSTALLED DURING THE PROGRESS OF THE WORK,AND CONTINUE TO NECESSARY FOR AND INCIDENTAL TO THE SOIL PREPARATION AND FINISH PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL WORK NECESSARY MAINTAIN THEM UNTIL FINAL ACCEPTANCE OF TOTAL PROJECT. REPLACE ANY GRADING OF ALL PLANTING AND LAWN AREAS AS SHOWN ON PLANS,AS FOR AND INCIDENTAL TO INSTALLING ALL GROUND COVER AND BEDDING PLANTS, DEAD OR DYING PLANTS AS DIRECTED BY THE LANDSCAPE ARCHITECT AND REASONABLY IMPLIED, OR AS DELINEATED IN THE SPECIFICATIONS. AS SHOWN ON PLANS,AS REASONABLY IMPLIED, OR DELINEATED IN THE CITY REPRESENTATIVE. B. FURNISHING, PLACEMENT AND GRADING, OF TOPSOIL FOR BACKFILLING OF SPECIFICATIONS. A. IRRIGATION: OPERATE IRRIGATION SYSTEM ON AN ESTABLISHED PROGRAM PLANTERS IF REQUIRED. 5.02 BEDDING PLANTS: TO MAINTAIN ALL PLANTS AND PLANTED AREAS IN A HEALTHY CONDITION. C. CLEANING AND FINISH GRADING OF PLANTERS AREAS AND PLANTING AREAS. PERENNIALS AND ANNUALS: PROVIDE HEALTHY CONTAINER GROWN PLANTS IRRIGATION SYSTEM RUN-OFF SHALL BE KEPT TO A MINIMUM. DAMAGE TO FROM A RECOGNIZED NURSERY,AND OF THE SPECIES AND VARIETY SHOWN ON IRRIGATION SYSTEM RESULTING FROM MAINTENANCE AND EQUIPMENT AND/OR 3.02 TOPSOIL: PLANS. MAINTENANCE PERSONNEL, SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT A. EXISTING ON-SITE SOILS LISTED A3'ACCEPTABLE'UNDER'SITE GRADING' 5.03 GROUND COVER: NO COST TO THE CITY. FAILURE OF ANY PART OF THE IRRIGATION SYSTEMSHALL BE BROUGHT TO THE ATTENTION OF THE CITY. NO REPAIRS OTHER THAN SPECIFICATION. GROUND COVER: PROVIDE GROUND COVER OF THE SPECIES SHOWN ON PLANS. EMERGENCY REPAIRS SHALL BE ACCOMPLISHED WITHOUT WRITTEN PERMISSION B. TOPSOIL IMPORTED TO SITE FOR USE AS FILL, BACKFILL IN PLANTERS AND GROUND COVER SHALL BE ESTABLISHED AND WELL ROOTED IN FLATS OR FROM THE CITY. MOUNDING, SHALL BE SANDY TEXTURED. SILT PLUS CLAY CONTENT OF THIS SOIL SIMILAR CONTAINERS. B. WEED CONTROL: KEEP ALL PLANTED AREAS FREE OF WEEDS AND DEBRIS SHALL BE NO GREATER THAN 15% BY WEIGHT. THE BORON CONTENT OF THIS SOIL 5.04 MULCH: BY CULTIVATING AREAS AT INTERVALS NOT TO EXCEED 10 CALENDAR DAYS. SHALL BE NO GREATER THAN 1 PART PER MILLION AS MEASURED ON THE SATURATION EXTRACT. THE SODIUM ABSORPTION RATIO(SAR) SHALL NOT MULCH: SHALL BE OF COMPACTED WOOD CHIP FIBER. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS OF WEEDS EXCEED 3.0 MILLIMOHOS PER CENTIMETER AT 25 C. IN ORDER TO ENSURE MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. 5 CONFORMANCE, SAMPLES OF THE IMPORTED SOIL SHALL BE SUBMITTED TO AN .05 COORDINATION: C. PEST CONTROL: SPRAY ALL PLANTS AND PLANTED AREAS AT BEGINNING OF AGRONOMIC SOILS TESTING LABORATORY,APPROVED BY THE PROJECT A. DO NOT HAVE PLANTS DELIVERED TO THE JOB SITE UNTIL SITE CONDITIONS MAINTENANCE PROGRAM AND AS MAY BECOME NECESSARY THEREAFTER BY AN LANDSCAPE ARCHITECT FOR ANALYSIS PRIOR TO USE. RESULT OF TESTING TO ARE READY FOR PLANTING. IF PLANTING IS DELAYED, KEEP PLANT ROOTS APPROVED METHOD OF PEST CONTROL, TO KEEP ALL PLANTS AND PLANTED BE DELIVERED TO CITY FOR APPROVAL. SOIL TEST TO INCLUDE ANALYSIS AND MOIST AND PLACE IN A SHELTERED LOCATION PROTECTED FROM THE SUN,WIND AREAS FREE OF INSECTS AND DISEASE. METHOD SHALL BE REVIEWED BY THE RECOMMENDATIONS. AND OTHER DAMAGING ELEMENTS. CITY PRIOR TO ANY APPLICATIONS. PEST CONTROL SHALL INCLUDE GOPHER 3.03 SOIL AMENDMENTS: B. SOIL PREPARATION AND FINE GRADING SHALL BE COMPLETED AND TREES CONTROL . ALL SOIL AMENDMENTS SHALL BE AS SPECIFIED IN THE AGRONOMIC AND SHRUBS INSTALLED PRIOR TO BEDDING PLANTS AND GROUND COVER D. PRUNING: PRUNE ALL PLANTS AS DESIGNATED AND DIRECTED BY SUITABILITY/FERTILITY SOILS REPORT FURNISHED BY THE CONTRACTOR PLANTING. LANDSCAPE ARCHITECT,AT START OF MAINTENANCE PROGRAM AND CONTINUE 5.08 INSTALLATION: TO PRUNE PLANTS AS DIRECTED OR AS MAY BECOME NECESSARY UNTIL THE END 3.04 SOIL PREPARATION: OF THE MAINTENANCE PROGRAM. ALL WORK ON IRRIGATION SYSTEM SHALL BE COMPLETE AND INSPECTED FOR PLANT GROUND COVER AND BEDDING PLANTS IN MOIST SOIL AND SPACE AS RECOMMENDED APPROVAL AND, FINE GRADING COMPLETED, PRIOR TO INDICATED ON PLANS. REMOVE TRASH WEEKLY. EDGE GROUND COVER TO KEEP IN BOUNDS AND TRIM TOP GROWTH AS NECESSARY TO ACHIEVE AND OVERALL EVEN ROTOTILLING AND PRIOR TO SOIL AMENDMENT WORK. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF SOIL SO APPEARANCE. EXTERMINATE GOPHERS AND MOLES; REPAIR DAMAGE. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED, PREPARE ALL LAWN AND AS TO MINIMIZE ROOT DISTURBANCE. SOIL MOISTURE SHALL BE SUCH THAT SOIL PLANTING AREAS BY TILLING OR CROSS RIPPING TO A DEPTH OF 12". ALL ROCK DOES NOT CRUMBLE WHEN REMOVING PLANTS FROM CONTAINER. PART 8-ACCEPTANCE OF PROJECT AND DEBRIS MORE THAN 2"IN DIAMETER SHALL BE REMOVED FROM THE SITE, REGRADE PLANTER AREAS AFTER PLANTING, TO RESTORE SMOOTH FINISH 8.01 GENERAL: EXCEPT FOR AREAS THAT ARE TO BE SODDED, IN WHICH ALL ROCK AND GRADE AND TO INSURE PROPER SURFACE DRAINAGE. A 4"LAYER OF MULCH UPON COMPLETION OF INSTALLATION,A MAINTENANCE PERIOD OF A MINIMUM OF DEBRIS MORE THAN 1"IN DIAMETER SHALL BE REMOVED. MATERIAL SHALL BE SPREAD OVER THE ENTIRE PLANTER AREA AFTER GRADE IS 180 DAYS FOR ALL LANDSCAPED AREAS IS REQUIRED PRIOR TO FINAL APPLY , SPREAD,AND ROTOTIL IN ALL SOIL AMENDMENTS AS RECOMMENDED TO ESTABLISHED. WATERING SHALL BEGIN IMMEDIATELY AFTER MULCHING. (GRADING ACCEPTANCE OF THE WORK BY THE CITY. THE COMMENCEMENT DATE FOR THE A DEPTH OF 6". WATER AREA THOROUGHLY AFTER ROTOTILLING IS COMPLETE. SHALL ACCOMMODATE THE MULCH) MAINTENANCE PERIOD SHALL COMMENCE UPON WRITTEN APPROVAL FOR ALL INCORPORATE EVENLY INTO THE TOP 4" TO 6"THE FOLLOWING FOR EACH 1,000 5.07 PROTECTION: PHASES OF PLANTING INSTALLATION BY THE CITY PUBLIC WORKS INSPECTOR. SQUARE FEET OF PLANTING AREA: MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS ERECT TEMPORARY FENCING OR BARRIERS TO PROTECT PLANTED AREAS FROM AND ESTABLISHMENT. 4 CUBIC YARDS OF NITROLIZED REDWOOD OR FIR SHAVING OR EQUAL. DAMAGE PRIOR TO FINAL ACCEPTANCE. 200 LBS. OF GRO-POWER OR APPROVED EQUAL. A. TWO INSPECTIONS SHALL BE MADE THAT AFFECT THE ESTABLISHMENT THE ABOVE SOIL CONDITIONING ARE MINIMAL QUALITIES ONLY AND SHOULD BE PART 8-WEED ABATEMENT PERIOD: THE FIRST AFTER ALL PLANTINGS HAVE BEEN COMPLETELY INSTALLED USED ONLY FOR BIDDING PURPOSE, BECAUSE SOI!CONDITIONS MAY CHANGE 6.01 SCOPE OF WORK: IN ORDER TO APPROVE THE BEGINNING OF THE ESTABLISHMENT PERIOD,AND THE DRASTICALLY FROM THE TIME THESE SPECIFICATIONS WERE DEVELOPED TO THESECOND AT THE END OF THE ESTABLISHMENT PERIOD. IF PLANTINGS ARE NOT TIME THE ACTUAL SOIL CONDITIONING TAKE PLACE. THEREFORE,THE PROVIDE ALL MATERIAL, EQUIPMENT,AND LABOR NECESSARY TO PERFORM ALL ACCEPTABLE AT THE END OF THE 180 DAY PERIOD, DUE TO DEFECTIVE CONTRACTOR SHALL OBTAIN HIS OWN SOILS ANALYSIS AT A RATE OF ONE PER WORK AS INDICATED ON PLANS,AS REASONABLY IMPLIED,AND AS DELINEATED MAINTENANCE, THEN CONTINUE ESTABLISHMENT UNTIL ALL WORK MEETS WITH THE IN THE SPECIFICATIONS. SPECIFICATIONS AND CAN BE APPROVED. EVERY 25,000 SQUARE FEET OF PLANTED AREA. THESE SOIL TESTS SHALL BE CONDUCTED BY AN APPROVED AGRONOMIC SOILS TESTING LABORATORY 6.02 QUALITY ASSURANCE: B.AT TERMINATION OF ESTABLISHMENT PERIOD ALL PLANT MATERIAL SHALL BE APPROVED BY THE PROJECT LANDSCAPE ARCHITECT AND CITY. COPIES OF THE A. THE APPLICATOR OF ALL WEED CONTROL MATERIALS SHALL BE LICENSED LIVE, HEALTHY, UNDAMAGED,AND FREE OF INFESTATION. INFERIOR PLANTINGS SOIL TEST TO BE PROVIDED DURING THE PRE-CONSTRUCTION JOB CONFERENCE. BY THE STATE OF CALIFORNIA AS A PEST CONTROL OPERATOR AND A PEST SHALL BE REPLACED AND BROUGHT TO A SATISFACTORY CONDITION BEFORE 3.05 FINISH GRADING: CONTROL ADVISOR IN ADDITION TO ANY SUBCONTRACTOR LICENSES THAT ARE FINAL ACCEPTANCE OF WORK WILL BE MADE. ALL AREAS SHALL BE NEATLY REQUIRED. RAKED AND FREE OF WEEDS. AFTER ROTOTILLING OPERATIONS ARE COMPLETE, GRADE AREAS TO ESTABLISH B.ALL MATERIALS AND METHODS MUST CONFORM TO FEDERAL, STATE,AND FINISH GRADES FOR PLANTING. ALL FLOW LINES SHALL BE MAINTAINED AND LOCAL REGULATIONS. PROPER TOLERANCES SHALL BE MET AFTER SETTLEMENT AT THE END OF THE PROJECT MAINTENANCE PERIOD. 6.03 SUBMITTAL: FINISH GRADING SHALL LEAVE SURFACE OF THE GROUND UNIFORMLY SMOOTH PRIOR TO THE INSTALLATION OF ANY WEED CONTROL MATERIALS,THE AND FREE OF ABRUPT GRADE CHANGE. LANDSCAPE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT/CITY A 3.08 COORDINATION: LIST OF THE WEED CONTROL MATERIALS AND QUANTITIES PER ACRE INTENDED FOR USE IN CONTROLLING THE WEED TYPES PREVALENT AND EXPECTED ON THE WEED ABATEMENT WORK SHALL BE COORDINATED WITH THE INSTALLATION OF SITE, AS SUPPLIED BY THE PEST CONTROL ADVISOR. PEST CONTROL ADVISOR THE IRRIGATION SYSTEM ROTOTILLING AND SOIL AMENDMENT WORK,AND SHALL FURNISH THE LANDSCAPE CONTRACTOR AND LANDSCAPE ARCHITECT AND PLANTING. (SEE WEED ABATEMENT SECTION). CITY DATA TO DEMONSTRATE THE COMPATIBILITY OF THE WEED CONTROL MATERIALS AND METHODS WITH THE INTENDED PLANTING AND SEED VARIETIES PART 4-TREES AND SHRUBS PRESENT. 4.01 SCOPE OF WORK: 8.04 RESPONSIBILITY AND COORDINATION: PROVIDE ALL MATERIAL, EQUIPMENT,AND LABOR NECESSARY TO INSTALL ALL A. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION OF ALL SIGNS TREES AND SHRUBS AS SHOWN ON PLANS,AS REASONABLY IMPLIED AND AS AND BARRIERS REQUIRED TO PREVENT INTRUSION INTO THE TREATED AREAS AND DELINEATED IN THE SPECIFICATIONS. TO NOTIFY THE PUBLIC. 4.02 PRODUCTS B. NO MATERIAL OR METHODS SHALL AFFECT THE LANDSCAPE PLANTING OR A. NOMENCLATURE -PLANT NAMES INDICATED ON THE DRAWINGS CONFORM THE HYDROSEED GERMINATION. NO MATERIAL OR METHOD SHALL RENDER THE JOB "STANDARD PLANT NAMES"ESTABLISHED BY THE AMERICAN JOINT COMMITTEE SITE UNUSABLE FOR MORE THAN 10 DAYS FROM DATE OF APPLICATION. ON HORTICULTURE. EXCEPT FOR NAMES COVERED THEREIN, THE ESTABLISHED CUSTOM OF THE NURSERY IS FOLLOWED. 6.05 NON-SELECTIVE HERBICIDES: B. CONDITION -PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND NON-SELECTIVE CONTACT HERBICIDE AND/OR NON-SELECTIVE SYSTEMIC SPECIES, SOUND, HEALTHY,VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS, HERBICIDES (AS RECOMMENDED BY THE PEST CONTROL ADVISOR) DESCRIPTION OF REVISION DATE CITY OR THEIR EGGS,AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, 8.06 SELECTIVE HERBICIDES: WELL-FILLING THEIR CONTAINER, BUY NOT TO THE POINT OF BEING ROOT BOUND. PLANTS SHALL NOT BE PRUNED AT ANYTIME,AND IN NO CASE SHALL TREES BE SELECTIVE PRE-EMERGENT HERBICIDES COMPATIBLE WITH SEED MIXTURES(AS CITY OF RANCHO CUCAMONGA TOPPED. RECOMMENDED BY THE PEST CONTROL ADVISOR) ALp�F q C. TREES AND SHRUBS SHALL BE GROWING AT A RECOGNIZED NURSERY IN 6.07 WEED ERADICATION: ��tia`,� f.�2�p�y SPECIFICATIONS ACCORDANCE WITH GOOD HORTICULTURE PRACTICES AND SHALL BE OF THE SIZE PERENNIAL GRASSES AND OPINION OF THE PEST CONTROL ADVISOR H N THE , AND CALIPER NORMALLY ASSOCIATED WITH THE CONTAINER SIZE SPECIFIED ON IF I � PLANS. REMOVAL OF ALL TAGS, LABELS, NURSERY STAKES AND TIES FROM ALL WEEDS EXISTING IN THE PLANTING AREAS WILL REQUIRE CONTROL PRIOR TO V i DAY CREEK BLVD PLANT MATERIAL PROHIBITED UNTIL THE APPROVAL OF THE LANDSCAPE REMOVAL, SPRAY P T RECOMMENDATIONS. AREAS PER PEST CONTROL ADVISOR'S a �' TRACT 16227 Signature N ARCHITECT OR CITY. 31 2007 D.ALL PLANT MATERIAL DELIVERED TO THE SITE SHOWING SIGNS OF DAMAGE A. PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM REMOVE AND ��q p. ata �\Q, RANCHO ETIVIVANDA ESTATES , !� OR DISEASE OR IS INSUFFICIENT IN SIZE TO CARRY OUT THE INTENT OF THE CLEAR ALL WEEDS AND DELETERIOUS MATERIALS FROM PLANTING AREAS. PLANTING PLAN WILL NOT ACCEPTED AND WILL BE REPLACED AT CONTRACTOR'S ALLOW HERBICIDE TO KILL ALL WEEDS. RAKE OR HOE OFF ALL DEAD WEEDS TF �F CA�' � APPROVED BY: DATE:( EXPENSE.ABORA TOA DEPTH OF 1"-2"BELOW THE SURFACE OF THE SOIL. PHYSICALLY REMOVE CITY ENGINEER2 R.C.E. 4953 E. SIZES OF PLANTS -SHALL BE AS STATED ON THE PLAN. CONTAINER STOCK ALL WEEDS FROM THE SITE. ///)d. 5-GALLON,AND 15-GALLON) SHALL HAVE BEEN GROWN IN CONTAINERS PART 7-LANDSCAPE MAINTENANCE DEVELOPER: DESIGN LANDSCAPE ARCHITECT: RECO E DED FOR AT LEAST ONE (1)YEAR, BUT NOT OVER TWO(2)YEARS. 7.01 SCOPE OF WORK: CDPC (7288 FEED menInc. DRAWN Fr..l.. AYEMJE STUDIO A , BCA Development I .a F. SUBSTITUTIONS -SUBSTITUTIONS FOR INDICATED PLANT MATERIAL WILL BE p RVQ, CA CA 92814 SHEET PROVIDE ALL MATERIALSLABOR AND EQUIPMENT NECESSARY FOR,OR PERMITTED PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE INCIDENTAL TO, PERFORMING ALL MAINTENANCE REQUIREMENTS AS REASONABLY 3194-01 arCA 92626 loop Drive (949) 399-.0870 L- 33 OF 41 BY THE CITY,AND ARE MADE AT NO ADDITIONAL COST TO THE CITY. EXCEPT costo Mesa, G► IMPLIED OR A3 DELINEATED IN THE SPECIFICATIONS INCLUDING, BUT NOT LIMITED Tel. m (949) 663-1053 Fox. no. 949) 863-0066 CHECKED4176 DRAWING N0. FOR AUTHORIZED VARIATIONS,ALL SUBSTITUTE PLANT MATERIALS SHALL TO THE FOLLOWING: RLA NO CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. DATE 5-25-06 FILE NO 2020-L PROJECT SHEET NO OF MOM MATCHLINE — SEE BELOW ® I I 4 �`� MATERIALS SCHEDULE: PEDEBtRIAN WALKWAY LKsNt PER 5F-IEHtB L-I, E-7 AND DETAIL SHEET---M-E-3 / 1012 SCF: SEMFNT VROPr.. LTNjF .,RE�Er TO kA 60 �tlk bA` E Al "PR JECT QN�ITE F�1IGE5 PREO ANi R�TI:NTION A51 1$ PLAN / BY G1�I3 941=3�9-(58�f3 // / �/ //� E.•..:: ..r,--....;. w ... o...a.✓. ✓..,..^.u:ss45 oM:k u.s,.?. :.sl,�s, .r.5:'.r Sti.�...1.: .rk,a<4eoa..a. . �/ !�. � ♦" / 11 1,3 / ��-k/ "1.25 C.O. / > 1 / I 1010* LOCATOR SEE "UNDE GR�ND S�18 � �' � �1924.22 �� LOCATOR ETAIL" A TC ! ` P1 6,8,10,12 / P1-10,12 6, / P1-1,3,5,7 2#8 THHN/THWN-CU-1.25"0 4#8 THHN/THVVN-CU-1.25 C 1 , 4#8 THHN/THWN-CU-1.25"C 1 #8 GND. ", ,7 P1-1,3 1 #8 GND. 1 #8 GND. / , �, 2#8 THHN/THWN-CU-1.25"0 LLJ .00- 4#8 GND. HWN CU 1.25"`���, J I 1 gn uj � , i �♦ 112 6,8 2#8 THHN/THW- U=1-.25"C i l P1-1,3 PI-6,8,10,12 FA 2#8 THHWTHWN- - 4#8 THHWTHWN-CU-1.25"C 1 #8 QND. / r CU 1.25 C 1 #8 GND., 1 #8 GND. / �.. , 21� I� 1,3 4#8 THHWTHWN-CU-1.25"C 1 #8 GND. �•` ' P1-6,8,10,12 f 4#8 THHWTHWN-CU-1.25"0 1 #8 GND. ,� � / : � -- P1-6,8110,12 4#8 THHWTHWN-CU-1.25"C J �: - o�� // p �� i� ' �� 1 #8 GND. 8 1 1.25"C.O. �, 'i (1) 2"SPARE IN 6"SLEEVE I �� o �\� SEE"UNDERGROUND STUBS ,� ��� I h / 13 �� - � i - I LOCATOR DETAIL" , i z 1 f ELECTRICAL SERVICE PEDESTAL and P1 II / 120/240V, 1PH.,3W 5 7i l i I 'clF ,/ /, � r � 100 AMPS MAIN ® I I ® I I ®■�, Rd1 I 7 I ®� , P1-1,3,5,7,6,8,10,12/E , P1-1,3,5,7 8#8 THHN/THWN-CU-2"C MATCHLINE — SEE SHEET L-2.1 �t ��� 4#8 THHN/THWN-CU-1.25"c 1 #8 GND. 1 #8 GND. i MATCHLINE — SEE ABOVE DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA Q�OfESS/ph c. "�FOF��y ELECTRICAL SITE PLAN 4 DAY CREEK BLVD /f 9/w/0 8 TRACT 16227 / LMD AREA No. 10 r sir£ TR�GO�'� RANCHO ETIWANDA o,CcAUF ESTATES APPROVED BY: � �G'(/r��I�/ DATEaD G/�1 CITY ENGINEER R.C.E. 4953 DEVELOPER: DESIGN ELECTRICAL ENGINEER: RECO DED o� 15' 3O� 6O� 9O� DIAL TOLL FREE PACFICA ENGWEERS, INC. 1-800-422-4133 BCA Development Inc. DRAWN 1235 PUERTA del SOL, SLATE 700 3194—Ci Airport loop Drive SAN CLEMENTE, CALFORNIA 92873 SHEET AT LEAST TWO DAYS Costo Mese, CA 92626 GBD 863-1055 (949)218-2628 c SCALE:1"=30'-0" BEFORE YOU DIG F no.n. (( 419�49)) 86J S G--- OF 4 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CHECKED RLA NO DRAWING N0. WMj 05-05-06 DATE FILE NO 2020 --L PROJECT SHEET NO F ,\ I .. _ ._ .. .. ... ...: a - � A1C? III MATERIALS SCHEDULE: fALL &OB3t5TON� IN AR A� AWVE I�' N4 52.47 PEDESTRIAN WALKWAY LIGHT PER 6HI_E T6 +-I, I_-1 AND DETAIL 6HEET-�-;-4-5-3 WII. ( 0r1950.7 II ' w 1-4 4# Li IT Or K ' _qCI ■.I n� 9 c I _ _ • • - , NI EO Lij BEGIN 4 1 1 ----- - _ ----------------- -_--- - --- = w _ --------------- .1 I ._. • I '�S - _ - LAJ 88 \\\• • `� - � / � � I /_•'- _ - -- - /'/i' /"'rte �� ' . u- DAYCREEK ----. BOULEVARD - -- - ------ . _. .. �ti �/ • J — — ----------- -- ------ �A�® SCE EASEMENT PROPERTY LINE r r '� �` j ' / //' %� r r r ® Off g�e<nrrurr�irirT"iT�rF-y= >r�rs�f�r•r�r rr�r rte=-=__..__ _x 1.- - -- - r.Y - _. .. _ _ _.. 9 , rr`+ LIMIT OF WORK �4�� �� --1.25w C.O. WORK — �/ "� �� SEE"UNDERGROUND STUBS ���\M�S SCE EASEMENT - LOCATOR DETAIL" j�� 1924.22 �� - TC 13 DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA Q�pf ESS/p�, r, NfFoF� ELECTRICAL SITE PLAN 0 = o.E8636 m DAY CREEK BLVD EXP. 9/30/06 rnTRACT 10227 / LMD AREA No. 10 ��TfaF AL\fpQ`�\� RANCHO ETIWANDA ESTATES APPROVED BY: ' • / ) DATE: CITY ENGINEER lL / R.C.E. 4983 01 15, 30, 60' 90, DEVELOPER: DESIGN ELECTRICAL ENGINEER: RECO DED DIAL TOLL FREE PACFICA ENGWEERS, INC. 1-800-422-4133 BCA Development Inc. DRAWN 1235 PUERTA del SOL, SUITE 700 SAN CLEMENTE, CALfFORNIA 92873 SHEET 5194-C1 a,CA Loop Drive GOD D ��n AT LEAST TWO DAYS Costo Mesa,c� 9262e 863-1053 (949)218-2828 G 4 SCALE:1R=30'-0" BEFORE YOU DIG Fox, no.((949)$63-0063 CHECKED OF — UNDERGROUND NO DRAWING N0. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WMJ 05-05-06 w DATE FILE NO 2020 — L G] PROJECT SHEET NO r_ DRAWING NOTES CURB �1 ALL SITE LIGHTING CONDUCTORS ARE #8 THHN/THWN - CU UNLESS OTHERWISE NOTED. FOR SITE PLAN MINIMUM20.25" 16.5" FACE lay ` . .,•. 1.25" PVC SCHEDULE 40 UNDERGROUNDCONDUIT. INSTALL UNDERGROUND CONDUIT PER ARTICLE N.E.C. TABLE 300-5. INSTALL (2) 1.25%C.0. STUBS OUT OF CONCRETE FOUNDATION AT ELECTRICAL PANEL FOR FUTURE USE. SEE ! ;:..:.. . ..;,... ; "LOCATOR D ETAIL. MINIMUM OF 1.25 CONDUIT FROM PANEL TO FIRST LIGHTING FIXTURE OR PULLBOX. I �4 ALL EQUIPMENT SHALL BE MOUNTED, SUPPORTED ACCORDING .TO THE OSHA REQUIREMENTS AND U.L. LISTED. LPOLE BASE PROVIDE ALL MATERIAL, AND LABOR, TO PERFORM ALL TASKS NECFSSARY TO ACHIEVE A COMPLETE —J ELECTRICAL INSTALLATION.. © COMPLETION OF JOB SHALL GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE PE PHOTOCELL- i PULE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE 48" ALUM. BASE COVER CORRECTED AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. (4) ANCHOR BOLTS INT ( �0 of 3. CC TIES FOR TOP OST BASE 7� PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE ELECTRICAL "AS BUILT" AT THE COMPLETION OF THE JOB. I . 8� ALL ELECTRICAL EQUIPMENT, BREAKERS, AND .TIME SWITCHES DIRECTORY SHALL 8E PROPERLY LABELED. I � �• . FINISHED GRADE I 9� ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING OF WIRING, OUTLETS, 2 MIN 4. AND EQUIPMENT T0� BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION. I I tp THIS WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FURNISHING OF ALL LABOR MATERIALS CONCRETE SLAB ;• CONDUIT TO BE 24" _ n 3,1 •. OFF BACK OF CURB TRANSPORTATION, TOOLS, FEES, AND PERMITS REQUIRED FOR.- INSTALLATION OF A COMPLETE AND $ 2% SLOPE TO DRAIN ?� P cAls�oN , 3 TIES • 12' O.C. OPERATING ELECTRICAL SYSTEM. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW MIN[ 4'-0" �eRa:T�$ASa" 3" CLEAR EVERY DETAIL. WITH 2500 PSI CONCRETE 45 VERTICALS • % , ; . : . , a . 6 •_ :. : 1 • EA CH CORNER t1 THIS PROJECT COMPLIES WITH THE APPLICABLE RULES OF THE 1996 NATIONAL ELECTRICAL® CODE NATIONAL FIRE CODES, TITLE 24 AND LOCAL ELECTRICAL CODES AS ADOPTED BY THE GOVERNING MUNICIPALITY. LELECTRICAL t2 CONDUCTORS SHALL BE 'INSTALLED IN CODE APPROVED RACEWAYS. IMC AND RMC MAY BE USED INDOORS CONDUIT AND OUTDOORS. EMT MAY BE USED IN INDOOR DRY LOCATIONS. TAPE WRAPPED IMC OR SCHEDULE 40 (21.25" C.O. (SPARE) 24' PVC WITH CODE SIZED GROUND WIRE SHALL BE USED BELOW GRADE OR IN CONCRETE SLAB. TRANSITION MUST PROVIDE STUB-OUT 4 Y MMPI fu'MAX FROM BELOW GRADE PVC SHALL BE TAPED WRAPPED IMC OR RMC. FOR FUTURE. '► Rd+��►D t3 THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250. CONTRACTOR SNAIL COORDINATE ®, GROUND PATH THROUGHOUT RACEWAY SYSTEM SHALL BE CONTINUOUS. THIS ELECTRIC P.O.C. A W/ IRRIGATION P.O.C. POLE BASE FIXTURE O ELEC. SERVICE PEDESTAL NTS t4 ALL SWITCHES SHALL BE RATED AT 120V-277V, AND RECEPTACLES SHALL BE NEMA 5-15R UNLESS NTS OTHERWISE NOTED. SPECIAL RECEPTACLES SHALL MATCH WITH EQUIPMENT AS SPECIFIED. CONCEPTUAL ELEVATION STRUCTURAL BY T0I4-B0aM� ssurFILE CALCULATIONS 15 THE CITY ALL OPERATING MANUALS, BROCHURES, CATALOGS, ETC... SHALL BE TURNED OVER TO THE OWNER AT JOB sravcruR,1LVOIAJW .S COMPLETION. CITY STANDARDS SHALL BE USED se-15 MPR.specs frOPLANtNoR NOTE: PROVIDE 3' CLEARANCE IN FRONT & REAR OF ELECTRICAL 8a_rpt�„e- 3 Aa - Cq) /,TI- ajA 16 ALL LIGHTING FIXTURES SHALL BE NEW AND INSTALLED WITH THE NECESSARY FITTINGS AND MOUNTING SERVICE AS REQUIRED BY UTILITY CO. x 34"4-096 x 31' ,112•RgTz AN(MtM) ATTACHMENTS FOR COMPLETE INSTALLATION. MAx 3 %" P0.oJecnoA 11rToA. ALL EXPOSED PARTS OF ELECTRICAL EQUIPMENT SHALL BE COMPLETELY, THOROUGHLY CLEANED AND FREE FROM CEMENT, PLASTER, PAINT, ETC... ALL SCRATCHES TO BE REFINISHED IN AN ACCEPTABLE MANNER. t8 POLE LIGHTS AND POLE LIGHT COVERS SHALL BE PRIME PAINT WITH ONE COAT OF IRON OXIDE RUST-INHIBITIVE 120 VAC N PRIME. BASE COVERS WILL BE TWO PIECE HYDRO FORMED ALUMINUM. BAKED POWDER URETHANE FINISHED COAT SELECT BY OWNER AND PAINT BY MANUFACTURER. ELECTRIC SERVICE PEDESTAL ig INSTALL POLE LIGHTING FIXTURE. REFER TO STRUCTURAL CALCULATIONS FOR CONCRETE BASE POLE TO BE STRONGBOX 24SS/240V ® DIMENSIONS AND DETAILS. PER CIC6 Y STANARDS. -- ELL, POLES RELAY-20 AMPS SET 6PM 12AM 20 THE CONTRACTOR SUBMITS TO THE CITY ENGINEER "AS BUILT" PRINTS BEFORE ACCEPTING THE TIME 2 WITCH INTERMATIC, TOGGLE SWITCH,FUSE P1 ® 3 INSTALLATION. PRINTS SHALL INDICATE, IN RED, ALL DEVIATIONS FROM THE CONTRACT PLANS, SUCH AS: / M 000 A.I.C.COAT SELECT BY OWNER AND PAINT BY MANUFACTURER. 42, 11 142 OTHER APPURTENANT WORK. . LANDING LUGS--T100A-2P PC PHOTCELL 21 ELECTRICAL CONTRACTOR SHALL INSTALL ALL POWER, CONTROL WIRES, CONDUITS, AND OUTLETS FOR OUTDOOR IRRIGATION EQUIPMENT. REFER TO IRRIGATION DRAWINGS FOR- CONTROL SCHEMATICS. SCE WH —TO LIGHT 1 02 LIGHTING BUSSMAN ,� � 1 ' 3 #2 THHN/THWN-CU-3 JJN 100A3(E� 7 ^ 1# 8 CU-3/4" TO DRIVEN GROUND ROD 5/8" DIA.X 12FT. & CONNECT TO RE-BAR NOTE: 1. SERIES CONNECTED RATING OF BREAKERS MAY BE USED. H - U.L.ALL OF BREAKERS MUST BE SAME MANUFACTURER AND LISTED. SERIES CONNECTED SHORT CIRCUIT CURRENT RATING FOR THAT VOLTAGE. LEGEND `!J PHOTOCELL 120V INTERMATIC #K4321 IN SERVICE PEDESTAL. FINISHED GRADE 2. FIELD MARKED ON ALL EQUIPMENT. SHALL READ I CAUTION SERIES RATED SYSTEM 42 000 AVAILABLE ,, --I STUBS -- OUT �� CONTACTOR IDENTIFIED REPLACEMENT COMPONENT TOGGLE SWITCH SPST 120Y 15AMPS IN SERVICE PEDESTAL. $ .. L� ELEC. SERVICE PEDESTAL TRANSFORMER O LIGHTING CONTRACTORS 20AMPS. RATED N.O. 120V AC. COIL GROUND MOUNTED FIXTURE ELEC POINT OF GROUND SINGLE LINE DIAGRAM NTS SQUARE-D #8903-LG60 IN SERVICE PEDESTAL. . NTS CONNECTION SEE SHEET E4 of 4 WIRING o4 TIME SWITCH 120V AC MOTOR DPST INTERMATIC jET104C WH WATTHOUR UTILITY METER - �;� IRRIGATION CIRC. BRKR. COPPER 10 EQUIPMENT ID ® CONTROLLER AMPS WIRE ,� IN SERVICE PEDESTAL. . CAP STUB-UP SUCH THAT Ilk— LIFER GROUND 15 14 TOP OF CAP IS FLUSH P1 SERVICE PEDESTAL ID "P1" 20 12 WITH FINISHED GRADE CONTROL WIRING SCHEMATIC TURF OR 17% UNDERGROUND WIRING CIRCUIT BREAKER 30 10 GROUND COVER OUTDOOR LIGHTING NTS P1-1 CIRCUIT IDENTIFICATION FUSE 40 10 FINISHED GRADE DESCRIPTION OF REVISION DATE CITY (PANEL P1, CIRCUIT 1) UNDERGROUND PULL BOX 60 10 DRIVEN 1/2" X 18" NIPPLE 3 , 010 THW-CU-3/4" WIRE & CONDUIT SEE DRAWING NOTE #8 100 8 RIGID GAVANIZED CONDUIT CITY OF RCUCAMONGA (3 CONDUCTORS COPPER RECEPTACLE #10-AWG, THW 200 6 CAP—21. CONDUIT Q�c�EN FAELECTRICAL DETAILS 4 INSULLATION & 3/4 CONDUIT) SINGLE POLE SWITCH 400 2 wok F� ti CIRCUIT NO.--- 3,7 $ z DAY CREEK BLVD 10OW METAL HALIDE 14FT C.O. CONDUIT ONLY 600 1 UNDERGROUND STUBS — rrnn POLE LIGH T, 240V NTS P. 9/30/08 ai -' EXISTING STREET LIGHTING P.O.C. POINT OF CONNECTION 800 o LOCATOR DETAIL �/�' � P� \P TRACT 16227 / LIVID AREA No. 10 DESIGNED BY OTHERS GND GROUND 1000 Oo �r TR�Gp�� RANCHO ETIWANDA ESTATES FOF AUF APPROVED BY: ' • DATE: 6P11V16P6 CITY ENGINEER !/ R.C.E. 4953 DEVELOPER: DESIGN ELECTRICAL ENGINEER! RECOM NDED 0' 15' 30' 60' 90, DIAL TOLL FREE PACIFICA ENGI*"$, NO. 1-800-422-4133 BCA men Develo t Inc. DRAWN 1238 PUERTA del SOL, SLATE 700 P 3194—Cl Airport loop Drive GBD SAN CLEMENTIF, CALIFORNA 92873 SHEET w AT LEAST TWO DAYS Costo Mesa, CA 92625 (949)218-2828 E-3 OF 4 N I " BEFORE YOU DIG fax.n o.o. ((949) 863�OO6S 055 SCALE:1 =3O -O CHECKED RLA NO – DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WM.J DATE 05-05-06 FILE NO 2020 " L PROJECT SHEET NO OF LIGHTING FIXTURE SCHEDULE SYM DESCRIPTION MFG. & PART # LAMP AMPS MOUNTING G.E. # A� 100W. METL HALIDE 14FT. POLE LUMEG- 1OOMH-DMS50-SG2-QTA/240- MXR 1.00/C 0.55 CONCRETE LIGHT. ALUMINUM BASE COVER, HS-LD SLPC-CN5-IA-AM6U-14-3 4X20- MED 3200 K BASE, DETAIL 240V. G-10 1/2-DEC-RD6TX-JES, SET 240 VOLT BELOW FINISH SELECT BY CITY. B� 32W. FLOURESCENT UPLIGHT, MOUNT KIM #4305-32WT8-12YV . F32T8/ 0.30 POWER POST ON POWER POLE POST, 120V. FIN SH SELECT BY CITY, SPX30 DETAIL ES-6 POWERPOST JEP17 CIRCUIT SCHEDULE PANEL P1 VOLTAGE : 120/240V TYPE SERVICE.PEDSTAL PHASE : 1PH. , 3W. BUSSING : 125A. MOUNTING : FREE STANDING NEMA-3R MAIN : 100A-2P (T-FUSES) A.I.C. : 10 KAIC. AMPS / LINE AMPS / LINE CKT. BRKR. BRKR. (KT. NO. EQUIPMENT QTY• AMPS. L1 L2 L1 L2 AMPS. EQUIPMENT QTY. NO. I OUTDOOR LIGHTING * g 20 5 2 15 CONTROL! WIRING * 2 3 240V, I20 5 0 4 5IOUTDOOR LIGHTING * 4 I20 4 4 4 4 I220 0 ODUo OOR LIGHTING * 4 166 240V. 9 0 4 120 20 OUTDOOR LIGHTING * 4 110 11 0 4 .240V. 12 SUBTOTAL 9 9 10 g TOTAL 19 17 3,7 KVA +25 4.6 KV ( L. C. L. ) LAIN. FEEDER 15 AMPS 4 KVA TOTAL FEEDER SIZE * = REFER TO 'CONTROL WIRING SCHEMATIC - OUTDOOR LIGHTING" SEE THIS SHEET I DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA___ �pf ESS/p 4 boa � NiFo����y ELECTRICAL SCHEDULES 23 No.E8 C: M DAY CREEK BLVD 30/06 TRACT 16227 / LMD AREA No. 10 k+J,T TP F�FCAUfp RANCHO ETIWANDA ESTATES APPROVED BY: DATE CITY ENGINEER 7 �(,� � R.C.E. 24953 DEVELOPER: DESIGN ELECTRICAL EN INEER: 0' 15' 30' 60' 90, RENDED r L TOLL FREE PACIFICA ENGB�ER3, MC. 00-422-4133 BCA Development Inc. DRAWN 1238 PUERTA del SOL, SUITE 700 SHEE G e D 9AN CLEMENITE� CALIFORNIA 92873 3194—C1 Airport loop Drive (949)218'2829 E-4 4 EAST TWO DAYS Costa Mesa,CA szeze OF " " BEFORE YOU DIG Tel. no. ((949 863-1053 DRAWING NO. SCALE:1 X30 -0Eli fax. no. (949) 86J-0065 CHECKED UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WMJRLA NO DATE 05-05-06 FILE NO 2020 - L PROJECT SHEET NO OF