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Home My WebLink About2200-L � — __ - __ _�.1.11111.11 --- N . I __ �� CRESTWOOD COMMUNITIES . 1 510 W CITRUS EDGE . 10000001 I GLENDORA7 CA 91740 tl DIAZ tl J. I I I is my � (626) 914-1943 OFFICE I - I �� ,,,, V 0 - (626) 3359320 FAX DISTRICT NO . 9 __ ____ _____ __ J.'11'', --- I __ 11�1. SHEET INDEX - ENSMERVOW iii-I'lliillI . - ---------- . ENERAL-NOTES � N11101 --- swomm'11"g . . VICINITY MAP � I 1 . � I I . � - I I 1. I L-1 TITLE SHEET � ",1 ,- , ",',I'll �� _ � ,`�:,�"], s ^ , ,_ � :: ...� I "I I "I " , � �. �-, - 1, � , I �11,�,f-,-,� LA ARCHITECTURAL PLANS TRACT 1 919 1. = = LANDSCAPE MAINTENANCE EAST AVE AND M LLNER A E , ", .. I ,-� 11 - , - "_� �:P, , ,� I I I � -A ,, , - - _ X " I , : _71-1_1- I 11 " I �, " "" , , _ , , - _40 = ,�,'! � �411 , ' ' " 11 1 . �� 11'�:n_ � � e " ,, - �, ", , I .'', '' I-- '-J , -, '/ , ,�, � p � ill�;,;_' � L-2 CONSTRUCTION PLAN1 1 .11, . ' ' ei 11 - I � "i I - ' !-11�,� ' I', ,11 1 I I I. I 11- 1 , -11 _ - I . w -3 CONSTRUCTION PLAN i. ,"! , , -. - . kLg�. _ - �� - tl;A v *,gSe ..ro y- .. -.,�, .i �r - " 1�, � �,,�', A I ��__��_e :,- � ,i:�, I " � 1 S - -, "" - � , "" '',", - , I ' .� � "_ - 1� : A.��''� " w 1 ' 'l-, , - " . _'�:, ." 3 -, - I 1. 1 . I , ,:� � �'_ 11 1'11 �'__ "'' ,� ,,��": - I' _ , I - ,:, I - �1� , � �, �, _ � , i� " , � ' , , ' ' � " I _��',',�",'��,�', _ - I " , � _ __,�, _� 11 , , , , 1�,�',',,��;,',� A � I 11' ', " ,� � .._.:., � �, �,_ , L-4 CONSTRUCTION DETAILS ''�k - 11 � :, � e-` - �, ,�_ , _1 � I " Pm�� ; ,�� ,,, �1 yp , � I 11 1- 1 . .11 --,I I-'- I:1�1 ,:�� ,,, ' ', " ;11 ,113 . , ' ��:I?�,� .1 � � . __ i: ,,,� �� I '"'. - � -;,,,, t11" ` __�: w -1 . ,_, - — � 1`�, - '_� ,1_ _�__ "I �11 �: „ ��,,�,t L [}{qf M. , e :",j,�� t , , ” '' ____ i- �i� � �_"�� ;� I tl 1-1-1 I fin _:_�,, --i "�-� 11� 77 - � _ . "�-,Z��.��""��":",---""�,-,�", - �,�,�, -:� 1 . - _1= `' NOTES. v i � . I I' ' __�.111 , 1H I , GENERAL ,_ I, � I 4 1. d', e', a�... ' :,! w.,. :�� r : ;: - : -` :`, LAN TH E FOLLOWI NG -5 , r HEADERS SHALL BE PROVIDED PER - , ` L IRRIGATION P � 12. CONCRETE �� 1. 'q CONJUNCTION WITH THE -ra:;. : L BE USED IN G TES SHALL'.i{ .+ r'.� ESE NV THESE ��::. u 4,.. p -.; ;` r „. BROUGHT TO THE _ s _ PLANS AND ANY DISGREPANGIES SHALL BE "., ,: ik� T AND THE CITY. SHRUB L-6 n r ,: . , ,,,.- OF THE LANDSCAPE ARGHITEG _ TURF ANQ 0ITY-MAINTAINED_. _.. = �: ��, z .. ATTENTION B WEEN CITY MAINTAINED n " `� �t CONCRETE HEADERS L. - . , :- . " : , AREAS--8 WIDE X 6 DEEP CONCR ::x ;,. r 1 ROM THE &{ . AILS x. I, I , ,s , ;' � 2• M NT PERMIT SHALL BE OBTAINED F TURF AND ANY PRIVATE-MAINTEL-7 IRRIGATION DET - _ AN ENCROACH .,,: _ _ ,. .< , .,;;. „ ,. ,.<. s tl BETWEEN GlTY-MAINTAINED '. I � DIN ER PRIOR TO COMMENCING ANY WORK. _ v� ,' L-8 PLANTIN" PLAN a' t , , .° CITY EN VATS-MAINTE- ra 11 w. ' I' ll - „ ,. , tl BA WEEN CIITY MAINTAINED G.C,AND ANY PRf r : . ,':, :: CURRENT so ,,..a. f% rm%L ` NT I N Owqk 5"" ALL WORK SHALL BE PERFORMED ACCORDING T WIQ P CONCRETE HEADERS .. w.3M-. .r,r ,$o -.:.�, :: - �� .,: ° y r „,.., .'. „`.: .,;{' - t 1 •^^ 4' ,:1 D NANGE—°"`V E!\ DEE t /� NGE`" — , S ANQ THE GURRENT STANDAR JAGENT TO GfTYa'MAfNTENA f � .� ` ,. :,, r`: a,,, ,_ ;, : STANDARQ NGING AD ea«ht:k'D' ..• �S a,IY,: .:,...x� .,,.:_. ,.,_,r :_':, , i.., .,...- , t `...., - CITY , _. BENEATH METAL FE I : . ._ _.. , ,:. „< s:- CONSTRUCTION. „ , ;_.. x*.-_ ,. ,` " I ,., . _ ;. SPECIFICATIONS FOR PUBLIC WORKS �; E GONGR E EADE S - LAN x -% DETAILb :. } ift. 6 WIDE X 6 QE P EF , — PLANTI e,:.. ,... e. ..... j �. LED BY A LICENSED GONTRAGTO SHAWN IS < I SIL,. :. _ NSTAL WHERE $a : .. �� THIS WORK SHALL BE _. . .- :, ,.. .-, EANDERING SIDEWALK LAYOUT, ". r ,,..., .. .:: 13 M _bl �.':e:' . ,..- ,, „; _ COMPENSATION, PUBLIC ALK �,, :+,, L CARRY WORKMAN S COMP �. .: WHO SHALL LY. APPROVAL OF THE FINAL SIDEW .... „ ,, ' .. CC?NGEPTUAL ON Po ,, �, . _,r� __ - ,. , -,. _,. REQUIRED ... URANG AS D AS,_, „< ,. w _ �,.., w:.. TY DAMAGE INS DAD ADJUSTS ,,. "<,, <. <::. LIABILITY AND PROPER ALL E MADE IN THE FIELD, n: . , F _, ,.< LAYOUT SH . w s; ,,, " _ OVED BY THE """- � A,,.,, t. ,' ,. � " ONDITIONS AS APPR ,. ` RI`kATId0'wN2' r'"'ECIF ..r. f .. Y LAWa CESSAY TO MEET FIELD G _ L—I I 10 ",,' , NE ;, ,, _ ;t NER PRIOR TO [/y� (/�j -. .". ... , ....F?'.!TMQ �': VR ANQ PRV�EGT PLAN I -1 .:,€ K. _. f 5. TY LOCATIONS PRIOR TO PUBLIC WOC"STI'l "Tit' 1 a ND PLANTINdON RKS 1. EGTU U SSPECIF10"'ATI " N _, ` ,�;z.-: CHECK FOR EXISTING UTILI TRUCTION. no , ,:"',�, __ FINAL DONS2 ,., I ': �; _; :. ENT UTILITIES AND .. - ., ._ _. .:,, EXCAO/ATION WORK, NOTIFY PER . . _ _ rt,:; 11 I :`. . :�, , u fi�:e _ r' a ; 1--80 2 133 TWO PER THE >, ,",.. 'i . - ,` � ``,.: - _ , UNDERGROUND SERVICE ALERT AT TREES SHALL BE INSTALLED P �.:. .1 I E STRUGTION, 14. FOLLOWING �,. ;. WO IN DAY P (O o GON PUBLICLY-MAINTAINED CRITERIA' 1-1 , .}. •* ,: ",. ..,.`•-` 4. ' :Y. fib RK .,,1 - -; , . 6, GH GRADING AN AGRONOMIC .,; ; ,. THE CONCLUSION OF ROU WITH CITY STANDARD PLANS. n - >: u". - PLANT IN ACCORDANCE WI ,, . ,:<' a HE CITY INSPECTOR, , . #:: . - SPORT SHALL E FURNISHED TO T T OF ANY PLANTING, AN _ � t r:: :<. ;�. PRIOR TO THE COMMENGEMEN r. ... .. -.. .. .„ , E CITY - ;:: ,1', DATIONS FROM THIS REPORT SHALL TO TH : :,` ` + , . .,. ANQ ALRL RECOMEN LS REPORT SHALL BE FURNISHED :,; h.. >;,$ . x. AGRONOMIC SOC _.,__. =v~ a ,.: _ TIONS SHOWN 11„ # AMENDMENT REGOMMENQA v : SOILS AME TOXICITIES OR NUTRIENT 1- 1. :_ ,,,,, 1. � E 5.. 4 ILI.SOIL AMENDMENTS,AS �,, ;- ON THE PLANS. INSPECTOR, ANY U X. DEFICIENCIES MAY REQUIRE BAGKF ,, :. BY THE CITY.INSPECTOR, ;. : .3, ERMINED *, - - . E LOCATED DET 4' h FORCING SHALL NOT B INSPECTION AND a ,",. M ALL FOOTINGS AND REIN ARE SU EGT TO IN :. w 4 ':, • ,. ,.`: ,.i: ::s, ,Gi r... :--, '.�'-'°�' '^�•`yc " ." g r,<` t `:{ Nti7TR6JGTI4IN AND , , _ „ - . LESS DETAILED CO VISION. ,: WITHIN THE R.O,W. UN ENGINEERING DI } .;- ACCEPTANCE BY THE ENGINE _ ' -:: PPROVED BY THE OVEMENT A; .; . {, CULATIONS HAVE BEEN tl ARE TO BE PLANTED PER PUBLIC IMPROVE "'.'; ;. r _ STRUCTURAL GAL PUBLIC TREES , CITY ENGINEER. LANS ONLY. P _3p , S• I: % ,J .."_, ,. , i 1; ,. ,. ., L�l , ,.'' A 2 WIDE e : „ ,.>- AL FEET SHALL HAVE RE THE FOLLOWING: ;. :: .,; 14P :,. r SLOPES IN EXCESS OF 5 VET(C ¢ ::: 15. PROVIDED FOR YOUR CONVENIENCE A w FLAT AREA AT THE TOP OF OPE,AND ALL SLOPES SHALL 11 11 _ { OF SLOPE. , "' - THE TOE ,, F „ 3 t AVE A 1 FOOT WIDE FLAT AREA AT VALLEY MUNICIPAL WATER DIST. 19. H A. SAN GA$RIEL „ . , REI E; . JAMES F 3 '` r = ,` ,. , UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT z _ 1. 1. ,_ PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION PHONE `; ;p EGTOR THAT ESTABLISHMENT IS B. GENERAL TELE ;! } �:,t FROM THE INSP ACCC3MPUSHED, AN ADEQUATE MAINTENANCE PERIOD �.;; G. SOUTHERN CALIFORNIA GAS COMPANY '`' ;� TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANG E `.`;_: - ( (818}9697911 I 1, 11 % _ NLY AFTER VERIFICATION OF LEAF-C}UT, 3. ;= SHALL CONCLUDE O ONGA COUNTY WATER DISTRICT �_.. �- - LTH AND D. GUCAM , .>, . s R COLOR OVERALL PLANT HEALTH,- h. _I. �... FALL DOLOR,FLC}WE BERNARQINO ROAD + ._..:: - �.... t,; Y 9641 SAN =;. x :,..... . , _ , ;,...: .. MENTS. ,`, ; , � _� : , ;z : 4', �- OUNGiL ACCEPTANCE OF THE IMPROV ,', ,.,,_, ., - «� � ' ,� _ � ,. WITH CITY C RANCHO CUCAMONGA,CA 91730 (800)483-3000 1-1 Ia _- o MAINTENANCE SHALL INCLUDE MOWING,WEEQING, lRRIG � � U,_ MAI ,� .� «% r-.:' SLOW � 11 I :,. �: :. BALLS WHICH SETTLE B ' 1. ..;. PRUNING RAISING TREE ROOT METROPOLITAN WATER DISTRICT z E M ROP (800)427-2200 . ...r >_.____�A y TILIZING AND APPLYING SUCH SPRAYS AS ARE °'_ . _ ,: t� ADE, FER : .. w. - P. MAINTENANCE 1''.. . ._ 1 .11-1:1 __ ,<, -� -11 . 1, -< K, T• KEET GLEANING AND F. COMGAST (909)967-2591 >....a EN , 'w R F :; NECESSARY _". " ALSO INCLUDES ALL REPAIRS, PLA ° `, ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM iN PORTION OF REQ HILL} I I I lw%0 *4*z U L I 'a N 6 ' GOOD WORKING ORQER WITH PROPER COVERAGE,REQUIRED ( _%N&qm% 1 1 1 "rA PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ONTARIO,GA 91762 /"`. (909)5937474 %J I T -1, - -___________ kv-%a 0 rm% �j APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSEQ G MARKS FOOTHILL BLVD IiO2® (9®9}9 9895 Y MAPLMD NJUND, sm - __ . I PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.G.A. RANCHO CUGAMONGA,CA 91730 11 RECOMMENDATION. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. 7951 REDWOODSOUTHERN IAVERNIA EDISON COMPANY DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER NTANA,CA 92336 (800)566-2757 . ! 760-438-0525.0525. UNNOMMEMMURNMORM 1 I a SUITE EI I SITE PLANNING ONTARIO, CA 91761tCONTACT- JASON DAVIDSON I (800)655-4555 1 -,� Trademark ark tr eet tr 2:,: (909) 635-0335 OFFICE I Rancho Cucamonga Pi :t n; H KL N (909) 635-0365 FAX u `#f 9 9 1R 2 .. 3R _ 3R 2 :. 3R 2800 „ 0 V. I H Fax a I CONTACT: 4 x € — -- -- : `. OEM CA Lic #2894 $ Lic, #29115 1 ]DATA E)V .. E NV Lic. 44BDESCRIPTION OF G. P ..a� I uz xz � I C5/29/07Q1l221g8 I £ �' I08: I ,T� CAA4-0 I CJ & - M G APE wUANTITIES --- ----.- 1-0%� I Z PER CITY COMMENTS �' 2/Z l 03/03 LR' ND -4 2\ . I -� :. - k , 05119/08 - W . 16 W 1% PER CITY COMMENTS DATED 3/31/08 i - d It �4 N ;� ,= I t I I — > . .`` CMILLER AV MOTH-= tl [ V a (0 w [ " a4 " W. 0 y f... f r-% A U Iril _% #-% a is " 0 160 a,, TREES TREES Ma na{ia randiflara'St Mary' Southern Magnolia 26 15 gallonU U uA- I- R Eucalyptus palianthemas Silver Dollar Gum 21 1 5 galfan g g U iT ,, u I Is .n• p 2 2R g I x TRACT 17919 f R 3R erstroemia fndica'Muskogee' Lavender Crape Myrtle 11 24"Bax rSeijera parviflara Australian Willow 12 15 gallon Lag � It � Geijera parviflar Australian Willow 9 15 gallon "Wo - L ND0"kt"NAr%E MAINTENANe%E1 C4 �j & M I L L E ff R' A'%vl E a a. W, . If, E A E-o"V'T /_k Vff O - �0I 3,9 SQ.F . HR BARE 5,153 SQ.FT. - -- SHRUB AREA 3,325 S .FT. .�� COBBLESTONE AREA 6,172 SQ,FT. COBBLESTONE AREA DISTRICT tl I., � 3 TOTAL HARDSCAPE AREA 3,447 S .FT. TOTAL HARDSCAPE AREA 3,232 Q,FT, > E _� U TITLE SHE $1 I. }I ,1 I INCLUDES WALKS)��` �„ 117 . 7 �, � �� ue T L 10, 1 ,,`� ,� , :,.. F r,:. : <: "" '� [ 11,935 SQ,FT, Cl� Y: . �:,: . __, z,:: .. �_:r *�. S.F. F ALL AREAS - t _, TOTAL S € ':, ,. �.. 13 616 SQ.FT. { EA RCE Na. , „ ,:, �' ,,., . ,� TOTAL S F OFF ALL AR S 27 ACRES p S A A `. TOTALACRES CITY ENGINE a RES N . :; E 31 AC TOTAL ACR Surn �`� , ,• wie ��' DESIGN irl� Ate �-i!�"ERI�A DE�ICaltl �FfiC3tJP Np TURF _,. .,. ,-,.. ..;_ .,. ., NTNG 0 LA SLAP 44 ,F: � SITE PLANNING AVENUE CO-) tit w 15221-A TRADEMARK STREET � DRAWNRANCHO GUCAMONGA,CA 91730 T ,�, . ,,gn ure (909)484-2800 FAX: (909)484--2802 � 1�s EA I Renewal Date TT r L_ p �,1, Date _ "� CHECKED RLA o. 1 V T� �,�F JC T 01/22/08 o. 2200-L . I I F SEE SHEETS L- , L® L- N.T.S. h 13 — - 32 + EAST AVENUE C> 31 co LIMIT 29 ��+,��r�t�►�►�r.'�� . -��.�5.�-�*+��.�.�.��u�► ��.�.�.��.�� .. �.��.�.1��.��. �.�.�",��.��.�.. �$�r�r.��.s� -�r�� .�.'r��►�..��i�+.�r�i�a ��w��+.�.��.�a�a.�i. ��.�,1 ��.�'� ��''..1��r.�.�1��1.'+.�'�.� '►.�.�."�.1 �.��.�e�w��.1� �41�. .�.�f.. ''4.*a�. �.� ^4�.�.�►.�►. �.��.�R �.��. �,��4 .��.�.�►��►�.�.`��'+t.�►.��."i�.�f.� ��.� � �. �r— mui w 3 24 O 2 U, (g q c 1 1 1 f- ff t 44 4 ] W 01 30f -Q44 TYP 13'_711 CC 161-Cff 3Qf-0f4 TYP 3Q 0 3Q-Q TYP J ll 1 +7 ll ii 1 PUjn°n w . W . • . ; . . . . . . • . . . , . . . , . . . R . . . . . . . • . . . . , , . w . . . a . n• A • PA -. ;••o.;.m.o.�.•4.�� pq t..•.®.W.....w.a.a.•:� PA �gwgwq@,:q:q.q.q. ..� t. . •. • . °•° ••° .a . . . . RII . . ■-R° .-■ •• •• -■- ■•R : .°.'R• q.;m ,a m PA q PA • taq.'q•9 tngAq•m.gW;■;••.®•.®-q■•q1 r;•-gn�gA;.gA°a•4•n• 0•p� •°.-n A• 0 . . . t II -,`•w'•W •W 'R `-a°'R -• . a w a w .°1 . . A q®;•q°.q:®. .q.q-Rqq-.q.,. :q-�a�o ®q•. d;�o:m: .-ow W qw o a a n qn a . n n qn a ■q. a a qo ®■.. . w n v` . 4!-6® 4P',°`• `o :®w- o•a:•4:-s• • . . . m . n . ,•e •..•`:.�.•.-:• .-:•: -• •:••®®:•`. o ::°a-. :•:-• .•.•: °®•:®• •:w�a•r-.• .•.-.•:'`. :®�®'°'°- •°° •-• .•a•.•.•. .•o•.• .•. a°. •.• • • .'.a . . . • PA +. .. .v••.® . pq, .®.. .. . . . . . .. . ■ PA . PA • • PA - R . . . . . PA t w ,:p . . ■ ®;a .v■p� r• � � t fP `' ° .�,■._,,.•R�•-. . ••-..®®i__ 1�i i®■' i• n• •■ 4 Pf f 1f W . a -6 ALIGN FACE OF WALL /P.L. 4- '-6'° 6'-6" 4f-fP . AUG4!-61123-f 6-G G FACE OF WALL w/P.L. P P TYP PA APA �. A 77 PA PA z 11 11 q� 11 8 '�►''1►�.'*.'''*w.'�'�^+�i'�.'t. nnr , w�� a .. .�. � �.�4 -4�5 '.'k - ,'1►�r •• '+.�.�4�►r'� -�e�ia . 1�k�+.�V-1 �t. f,"M► ,. '4. w . -- . .' `�xx . ► .�h1 • �, �5 .,�r �rw . .r' R �ro�k .: �. �w , �.-' . Uj LIMITmmmm i 1 t 1 - 1 01 F- • CONSTRUCTION NOTES CONSTRUCTION LEGEND 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT I OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT 6"WIDE CONCRETE HEADER.SEE TIL (CITY STANDARD 534 HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE , . ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL 2 COBBLE PAVING RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. ! (CITY STANDARD 542),SHEET L-4, 2. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. 3 CITY SIDEWALK,PER CIVIL ENGINEERING PLANS. . CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 4 NEIGHBORHOOD PRECISION BLOCK UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST OC WALL WITH ROLLED CAP. PER SEPARATE SU MI AL, INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 5 PERIMETER SPLIT FACE LOCK WALL(ONE SIDED)WITH PRECISION CAP. ! , L-4. 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS - REQUIRED. REFER TO IRRIGATION PLANS. 5. SPLIT FACE BL K PILASTER WITH PRECISION CAP. !L 5. CONTRACTOR SHALL B RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS. 7 K SHEET L-4 AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 2'-6"HIGH RETAINING GARDEN WALL WITH COBBLE VENEER. SEE DETAIL A SHEET L . CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, PECSION BLOCK WALL WITH STUCCO FINISH AND DECORATIVE CAP. SEE DETAIL Q SHEET L ABRUPT CHANGES AND SHARP TRANSITIONS. 7. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH STREET LIGHTS PER CIVIL ENGINEER, CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 10 ADA ACCESSIBLE RAMP PER CIVIL ENGINEER. 3. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE 11 24"SQUARE COBBLE PILASTER WITH CAP. SEE DETAIL H,SHEET L DESIGN ELEVATION SHALL TAKE P ECEDENCE 1 9. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPEGIFIGATIONS FOR PUBLIC WORKS 12 EXISTING DRIVEWAY.PROTECT IN PLACE. CONSTRUCTION GREEN BOOK: 2006 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4,201,303,AND 400,AS WELL A ANY OTHER SECTIONS RELATED TO THE N-UP.INSTALLATION, 13 RETAINING WALL PER CIVIL ENGINEER. PRE AND PAST INSTALLATION OF CONCRETE WORK,.MATERIALS,LABOR,.AND CLEA 14 TYPE'H'MONUMENT WALL. SEE DETAILL,SHEET L NOTE:CONTRACMRS SAFETY CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, iiiii CA BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. Urn ® 8 4 cap ign tine Renewal Date m Date �.® 1 R 1 g s ------- iw ilk iPER CITY COMMENTS ON 05-29-07 SHEET KEY MAP SCA : N.T.S. e i DESCRIPTION OF REVISION f r , DATE APPROVED I T Y o f R A IN IL'"m J4, H' "m m k C " a AvmmR& AM 0 IN b A R. - — -- - TRACT 17919 rLANL)ZjL; VAffm%E MAINTENANCE EAST AVE. & MILLER AVE. f t ' T w 0 DISTRICT NO. 9 U `TION underground ServiceAlert tPLAN— "ONSTRO KCAPPROVED . DATE p Call: TOLL FREE PLAN UKCITY ENGINE kkOSS REFERENCES Q _ -�` 0 I aE RCE No DESIGN ARCHITERRA DESIGNGROUP1-80 a T L I ,� r 6 LANDSCAPE ARCHITECTURE U f FOR 422-4133a o 1'I DETAILS, L- 90221-A TPLANNING ST. DRAWN RANCHO cUCAMONGA,CA 9 FOR CONSTRUCTION 1730 I A cc �9a9 4842800 FAX (9 )484-2802 FOR -I IRRIGATION PLAN, T LCHK WORKINGco TWO Y YOU I I L L- - MILLER AVENUE -- CHECKED DRA NO. T / / ( o, 7 - 2200-L SEE SHEET L-2 MATCHLINEAK, SRI ,®°.••■ 11e®• aq; . a.,fia ° 3 PA f . . co FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 >-- •.•.• `1 rs.... � •:a°; tNq — 7 °.-■w. .�am ., 00 .,a 9 PA am ®• a •::"-. PA .w.,. •. a -.-.• 0 a. PA CL e fill r• 09 -■•.• C`S •°•"• 4 al mamas m-• - ®.•.• ':•°• 9 Fw•®;p• 'cam f t 1, to 14 °• pp .q q/� { (� 'yRt V- 1 4 '^[LIR' t `'11RR 4AP® 11 ryryi®yil4 391-311 ^ [t j(}R-811 (y1-011 6-(11R QI 01! q C►^ryII 431-411 10 �.�ya,4� 6R®'•,°° 't GG V R v v -- tl V *✓-6! t J L w1 `t a, 1 1 1 5 6 5 6 � ALIGN wl BCR CD `W NNNNNNIV op t lill CNN �C. .•° E }, •w.waw.,•,.',.4.5 R-- LIMIT OF WORK S' : ■ . : ° . • - ° 6'R °■;••..'..'..0�5'R % R PA 13"R 11.5 R . : �•: �°R w w 13 R 6 Rrl. a m . a •°r5 R PA ss° 4 t iz ■ ■ ■ ■•., 1 11 PA ' t ,-,® .w.wm w.w.w.w.w.,■ .t�. w.o 14 .w. . .waw. :": ° • 9.5 R °°°-°• a.°°°2a••� "va �.. m 14 R ..gym .�•.+.•a•m• °•a 11.5'' 24.•m.w.ww .,.w.w. . •, . .,. .mow:,. .w•. a •. .,. °.w•, •"°: •:. PA 7 a, a--- -. .+. .+.• a •a . . •p•R■w■® • ••-a'•®.® ■®w®. .•.�.®.® :■! •.•.®■• ■�■® .® 7_� "�+..4 -+.�, 35-0 �■�,� .. 61-5la 4 �+ 10'R c • . . . . 2 c R Rt 1 ,: �C 7'-d iR •-?!�1! m LI` 'R 61^611 SIR-6R' — kS an i PA i•q°®at 1 PA 4'R : ®Q� io e•;.s.•a ®,:i to a®®:: `•-°g 4` 41 R '' • ``•"'2a:•°•�`®° `•`■". °.° . 4 . . w . ■ . 4 R ° ,°. .;■; ,•:°•:,°:;:w o,: : : : . . . . . °°•. 15 ■ . . . • . .•.•.• • a•■•.• • . . . . t ss• PA PA • 4 R °4'R 3 • a•m•.•.•. • PA 31R -•;.w .1 PA �•: ■w°:::;:? PA -a® ®;� PA t•:;a :•:,12.'x. PA °:: • 4 PA C-s' :;. . 1 PA . .w. • ■ . ." ,.®®■-®a . PA PA ° "•°"•°' 1 ,.• ,o w•w■waw.,. ,.,.w• ' . w a o a . a . R t3I® ..w•m•w•.•x•.•.•. •o•a•.•. .°w•. ! •s•v•.•.•v• 'a•. ■•.•w•w• °.•s•. a•■•s• -,.wa .,•w.w. •waw v°,. wv` .•••.•■•.•. 67 [-1 •w■w•w■s•w•w■w•w •,•w•w•w ,•,•w5 15"1161-611CD S3 _ 6-6 1t]i®5il6N C\j -6rSl-p!1 51-c11 1ty1®51 `+I-511 13f®�14 0 IN-l- V i3 s7 1 c7 f C I t7 C7 TYP TYP TYP TYP TYP TYP man � 1 � 2`-6' 1 2 2 3 9 2 1 2 15 3 2 3 1 12 9 46R-11'° 36°^2" 53`-0'R 1131-611 45'-011 w (j) M LU 23 24 25 2 27 —MILLER ,E -- -{-- -- -- -- - -- -- -- -� -- - - fill LIMIT OF WORK LIMIT OF WORK CONSTMUCTIU11\4 NOTE6 Uovuq"kN'%Oj%Tormw"4,iL"U'ru%TION LEG% END 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS 1 611 WIDE CONCRETE HEADER.SEE TIL CITY STANDARD 534), L-4. OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL COBBLE PAVING. TIL (CITY STANDARD 542), L-4. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. CITY SIDEWALK.PER CIVIL ENGINEERING PLANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 4�1' NEIGHBORHOOD PRECISION BLOCK WALL WITH ROLLED CAP. PER SEPARATE SUBMITTAL. UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. PERIMETER SPLIT FACE BLOCK WALL(ONE SIDED)WITH PRECISION CAP. DETAIL L-4. 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS 6 16R'SQUARE SPLIT FACE BLOCK PILASTER WITH PRECISION CAP. DETAIL[C, L REQUIRED. REFER TO IRRIGATION PLANS. SEE 5. CONTRACTOR SHALL E RESPONSIBLE FOR ANY O COORDINATION WITH OTHER SUBCONTRACTORS 1 7 T-6"HIGH RETAINING GARDEN WALL WITH COBBLE`VENEER. TIL , L AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, PRECIS BLOCK WALL WITH STUCCO FINISH AND DECORATIVE CAP. TIL T L ABRUPT CHANGES AND SHARP TRANSITIONS. 24°-0" 61-011 401.611 61.O,a 571-911 41-6119 STREET LIGHTS PER CIVIL ENGINEER. 7. ALL CURVILINEAR '--J CU AR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH - '�'�'�� .e � w"'wil �� ,� ,� �, CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO 10 ADA ACCESSIBLE RAMP PER CIVIL ENGINEER. 5 6IF BEGINNING THAT PHASE OF WORK. 910) S. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS THE 1 24"SQUARE COBBLE PILASTER WITH CAP. TIL H,SHEET L-4 ' R , .. . • ..-.•. . m-.+.••-. ,�-• 2 .5 R,,� . . ;• DESIGNEL TION SHALL PRECEDENCE. a 111A •. .•.•.A.-ma-19a .•■• •. • • '. . 1 EXISTING DRIVEWAY.PROTECT IN UM �! t " * • . F CONCRETE INFORMATION, E O STANDARD SPECIFICATIONS FOR PUBLIC WORKS ®eq� �► CONSTRUCTION(GREEN OK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO a ,- i3 RETAINING WALL PER CIVIL ENGINEER. .�► c� I .•.- ••.• .•.a g•.• °;•°°q�°•°° ••�s• •.-�i .•.•■•a•. SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, zR'®-.+ PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP. ®, 4 ..-.•� im 4.-.4 i.•." . -�4 R — c 4/Rte. m -9 i,=;,*`" •° ••:•a• °-:° ®°•°"1 =' 1 • .■,.; •®.. 14 TYPE IHR MONUMENT WALL. DETAIL 6°-0" 61-6t1 • %i 18 _ I. =TYP -TYP TYP TYP 15 LANDSCAPE BOULDERS 12"-36"WIDE. SEE PLAN FOR SIZES. TIL (CITY STANDARD 542-A), `� ;�y Date e l7R-[1kt I-q tI 631- 11SHEET L-4. of 'N am cn 1 ! 4 ! 804 W 1 _jLI: 21 2 ww .� . lim � *�'+ *+' '++,.+��. . ''4�,' +.' 'ti" �+►",' * 'h�a^4 ,.**'++► + + ;.' •4'�'.'^� 'abs•5.' ''4�.;.;..'ti*��.'+,' '' +�.*". �,A+a�a'a. *+�s+ �►"4� a'� y.' '�'u'ass►'�+ r.+e'�a '+►'h��.'h� +►'►'�►'h ''ti's+: 1 CITY T 7 SHEET KEY MAP SCAL N.T.S. t ! f E d IDESCRIPTION OF REVISION ' DATE PROS C a I T Y' 0% af R A N C H' ' 0 C U` C' A M 0" N TRACT 17919 R t ^ IN ja N0104"CArol MAINTENANCE _ w- LA 5 r CONTRACTOR Q CTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE CONTRACTORS SAFETY NOTE: AVE. z AT ALL TIMES UNTIL PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL ' w PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, -� R __ z DISTRICT w BARRICADESUnderground Siervolice Alert ,SECURITY PERSONAL,ETC.,AS REQUIRED. �_ - w> L;vi%4,%iTRuuT10N PLAN WAPPROVED BY- ,� DATE ' 0Call: TOLL FREEPLAN L;MUZ)z) mEFErhn%EN%Cq,%,ES CITY ENGINEE AIM all RCE No IT I GROUPRIECO FOR. NOTES AND LEGENDS SEE THIS SHE ,-' � � E1� LANDSCAPE ARCHITECTUREPWM ' j " SITE PLANNING "..+. FOR CONSTRUCTION DETAILS, SEE SHEET L-4 ; f 10221-A TRADEMARK ST. • CA 91730 SHEET U422 4 a � RANCHO cucAMQNGA, CONSTRUCTION SPECIFICATIONS,, T I . . ..®.,®.. A ..;a. CORRESPONDINGFOR IRRIGATION X909)44�-2x00 FAX: (� >44--202 a. TWO WORKING DAYS BEFORE YOU DIG PJLA NO. 2832 a LID CHECKED DRAWING . U0706-5 2200-LDATE 04/2g/07 JOB No LEGEND: 1. NATIVE LOCAL RIVER WASHED COBBLE- 7. RAISED PLANTER-TO BE FILLED WITH CLEAN TOPSOIL. 3"-6"dia.ALL SIDES. SEE SPECIFICATIONS. A; ORNEWAY(RESICENTIAL) S'MIN W/CONTIGUOUS CURB S I CEWAL K SE E S,1)rWi�1"01'-A I 11 2. 6 X 6 x 16 CONC.PRECISION BLACK-GROUT 8. 90%COMP.SUBGRADE GLIFIER SOLID W/MASONRY CLIPS @ 12l 9. CONCRETE PAVING W/POLY-FOAM PCO MOW CURB CASE1 COBBLESTON -2%INFLO,Iff LAT SIDE UP R 2 PER CITY SM,W MORIA OLMOFTARJOINTS IDEWALK ic 3. #4 CONTINUOUS HORIZONTAL REBAR. EXPANSION JOINT AGAINST WALL. ACCENT COBBLE OR CONCRETE ACCESS RAMP (2 LOCATIONS) BBLESTONE r SEE SM.DING, 102 j r j HARDSCAPE 10.MAR-FLEX 500 WATERPROOFING OR EQUAL R EVEN 4. #4 VERTICAL REBAR @ 24 Sic. W/ U B 6"MIN. OUR LEGEND 11,41 DRAINLINE w/1 Ill OF GRAVEL PER AND WALK EXP JT = EXPANVON JOINT 5. FINISH GRADE OF PLANTER L.F.-CONNECT TO DRAIN UNDER SIDE- "MINIMUMOONCRETEBED WPJ = WEAKENED PLANE JOINT UNDERNEATH COBBLESTONE CONCRETE HEADER-1/2"RADIUSS WALK-DAYLIGHT @ CURB FACE. BCR - BEGIN CURB RETURN 6. CONCRETE FOOTING w/CONT.94 REBAR BOULDER SIZE AND EXPOSED EDGES AND FINISH PER PLAN ECR - END CURB RETURN COORDINATE DRAIN PIPE THROUGH FOOTINGTO CURB. 12.FILTER FABRIC(SOCK)AROUND DRAIN PIPE. LOCATION PER PLAN 24�' OULDER 1"IN LAWN (INSTALLAT GRADE LEVEL AT SWALE JI SL SCORE LINE S.A. 2 LOCATE PER PLAN) MIN'SOIL DEPTH AT 2*IN PLANT BED CROSSINGS) S/W SIDEWALK 13.4 MOW CURB IDEWALKOR CURB OBBLESTONE DGE OF COBBLE I- 6'OR 8" FINISH GRADE P2 p PARKWAY WIDTH 110 POLY-FOAM I SEE NOTE 21 FOR D.G.OR COBBLESTONE AA02 DIMENS-1i EXPANSION JOINT ENDSMI)BO _j L F.S.SHALL BE FLUSH WITH S/W 4- MINIMUM IF 5' MIN. ADJACENT TO WALLS PERIMETER WALL SHOWN 3"m % •31/2'MINIMUM TOP OF CONCRETE HEADER Pt 6' MIN, ADJACENT'ro CURBS FOR REFERENCE ONLY ONCRETE BED T P1 2.5- V.INIMUM FOR CURVILINEAR ONLY SEE CIVIL ENGINEERS PLAN ® 1� Z� • . 11?RADIUS co li MIN FOR MORE INFORMATION • ® 24" v P1 - 0,5' MIN111i 111i RTARED STONE SWALE PAO 1 - Py 2-1 MAX I Ill ® DEPTH #3 RE-BAR CONTINUOUS A RAD2 - p, + S/W ( 5 ) 13 10 'ED) _v (UNLESS OTHERWISE INSMUCI 8:2 Lu PROPERTY IME NOTES, COBBLESTON ONCRETE CURB 1. WEAKENED PLANE JOINTS SHALL BE USED FOR w- ,CONCRETE BED W/#3 BAR EXP 0 ALL JOINTS,EXCEPT EXPANSION JOINTS SHALL 2 ADJACENT HARDSCAPE BENEATH COBBLE BEP IN CLIRB,GUTTER AND SIDEWALK AT /W- THE ao AND ECR.AND AROUND U1711i POLES co UNDISTURBED NATIVE SOIL REFER TO PLAN LOCATED IN SIDEWALK AREAS. SEEABOVEDETAIL URB&GUTTER FOR END CONDITION ER SHALL BE CONSTRUCTED MIN.I 4`MAX.RAD. Z CURB AND GUTT co SEPARATELY FROM SIDE WALK, 3 ) 3, WEAKENED PLANE JOINTS SHALL BE CONSTRU 7i; -T REGULAR INTERVALS NOT EXCEEDING 10 FELT A cv> e j WALK AND CURS JOINTS SHALL BE ALIGNED, 7 6"PCC MOW CURB PE PA. CITY SM,534 NOTES: 14 1.PROVIDE SCOREJOINTS AT 10-0'O.C.AND 318 EXPANSION JOINTS AT 21 NOTES: 3 MIN.I W MAX.RAD. '.�%,*-7. . '3' SUB-GRADE NOTES: 2,8*WIDE CONCRETE HEADER TO BE USED ONLY WHEN EN A NT TO CITY-MAINTAINED 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST V3 OF BOULDERS DEPTH INTO SUB CURB ARDSCAPE TURF. SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE 1.CONCRETE CLASS 520-D-2500. BOULDERS AND SPOT LOCATIONS PRIM TO INSTALLATION. 3.CONCRETE TO BE 520-C-2500 MIN, IN AT RIGHT ANGLES(TYP.) 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL Be. o 9 2.12 POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. BOULDERS:MAX.3-(r=MIM?-(r 6 4.HEADERS TO BE USED EAS,AS AN EDGE AS EDGE TREATMENTS TO ALL COBBLE AR 4. MIN.61 WITH ONE FLAT SIDE GUTTER 9 TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND COBBLESTONES:MAX.12' 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. 3,BOULDERS SHALL HAVE 113 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT. 0 EMS" I& IORTAR.1 PART CEMENT - GROUNDCOVER AREAS. 0) WPJ r/.Vwzc UOUS OEWALK 4.W10 COMPACTED SUB GRADE. 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'U W Exp SM ST01 Dw(;�101-A (NO"DRY-PACK"IS ALLOWED) to 6 TO 2-1/2 PARTS SAND,2000 PSI PORTLAND CEMENT CONCRETE, ACCIM 0 1 SM, 6 A SAMPLE AREA,MIN,40 SQ.FT.,SHALL BE APPROVED BYTHE CITY INSPECTOR,PRIOR TO Y SEE SM, 102 cli 6.PROCEEDING WITH REMAINING ROCK WORK.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CIT INSPECTOR 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS&EXCESSIVE RON CONTENT. tv EDGEATPLANTING. 8,ALL COBBLESTONE AREAS SHALL HAVE G'x 61 CONCRETE HEADER AS AN own 9.ROCKSCAPE SHOULD FOLLOW GRADE WIMERE SLOPES EXISTAND-MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 - C4 STANDARD PLAN 0 4 APPROVED BY. In 6 CITY OF RANCHO CUCAMONGA, CALIFO.RNIA cl) SIDEWALK AND RAMP 8 CITT CUCAM 1140A CALIFORNIA 6 A N - 14 STANDARDPLAN "min 16 CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: OF RANCHD STANDARD PLAN I-L APPROVED BY: 7#:r LAYOUT AND JOINT DETAIL 103 APPROVED BY: STANDAROM.AN RIVER,''WASHED GRANITE w CONCRETE HEADER !NUR 7E IM WITH STANDARD'SPFCWMAIM"s FOR PUBLIC WORKS CONSTRUCTION- SHEET 1 OF 2 534 I-OtO BOULDER PLACEMENT w cl 1- ON, 542 Rx'.l w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC Ml CONSTRUCTION 2 542-A CITY E DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I a w - w R.C.E. SHEET I OF I ?U, ITY ENGINEER_ DATE USE VvTTH STANDARD SPECIFICATIONS FOR PUBLIC MRKS CONSTRUCTION SHEET I OF I R.G.E.5`-0"OR 10'l TYP M R.C.E. 24653 A 11 Oil SIDEWALK AND RAMP LINDA v CONCRETE HEADER COBBLE PIM% V'#ING nommounuffommmmmm LOW COBBLE PLANTER WALL BO,'...LDER PLACEMENT III I Nunn RC #534 SCALE, N.T.S. RC# 103 SCALE: N.T.S. SCALE: N.T.S. RC#542 SCA SCALE' N.T.S. WALL CONSTRUCTION NOTE: WALL CONSTRUCTION IS FOR REFERENCE ONLY.(PER ON- SITE PLANS). NOT APPROVED BY CITY ENGINEERS. WALLTO BE 100%ON PRIVATE PROPERTY. WATER LEGEND: LEGEND: PROOFING TO BE INSPECTED BY PUBLIC WORKS. 1. 4"HIGH CONC.CAP WITH 1"REVEAL ON EACH SIDE. CAP TO BE STUCCOED uj 1. STUCCOED BLOCK CAP. SEE DETAILJ, THIS SHEET. RM AS SHOWN. 2. ADJACENT CONCRETE BLOCK w/STUCCO FINISH.CENTER PILASTER ON 10 WALL CONSTRUCTION NOTE: 3H 2. MASONRY BLOCK WITH STUCCO FINISH(WHERE VISIBLE FROM STREET). w WALL-GROUT FIRST CELL SOLID WHERE DOWEL OCCURS. SEE CIVIL ENGINEERS STRUCTURAL DETAIL CALCS.FOR BLOCK E 3 HORIZONTALLY VVAL1_CONSTRUCTION IS FOR REFERENCE ONLY,(PER ON- WIDTH,HEIGHT,AND STEEL REINFORCEMENTS. 3. #4 REBAR DOWEL(TIES TOGETHER THRU PILASTER)PLACE SITE PLANS). NOT APPROVED BY CITY ENGINEERS, -BOTTOM,CENTER AND TOP OF WALL. 5 1 7 WALL TO BE 1009/6 ON PRIVATE PROPERTY. WATE 41 It PROOF ING TO BE INS 3. FINISH GRADE. _j 3 4, 16 x 8 x 16 CONCRETE COLUMN BLOCK'w/ONE#4 REBAR VERTICAL AT ENCH CORNER INTO FOOTING-GROUT COLUMN SOLID. it 4. PROPOSED CONCRETE FOOTING PER STRUCTURAL ENGINEER'S REPORT. w - c- ( 2) up m 411 0 5. 34.5 sq,PILASTER CAP(GRAY). AVAILABLE SAN DIEGO PRECAST -3W(OR EQUAL). ----------------- ...... . 619/449-6810 MODEL#APC a STREET SIDE ONLY. 5. STUCCO FINISH C I 6. CONTINUOUS CONCRETE FOOTING PER STRUCTURAL ENGINEERS AS REQUIRED-SEE CONSTRUCTION PLAN. 2 6. EARTH FILL REP INTO WALL FOOTING WHEREVER APPLICABLE) 7 I *. 4 L -1 lip 1 7. NATIVE LOCAL RIVERWASHED 3"to 6"COBBLE VENEER r 7. WATER PROOF BARRIER-AS REQUIRED-SEE DETAIL A. I w 2) 8. FINISH GRADE. to 9. 90%COMPACTED SUBGRADE. 11 0 3 1 w a: 5 10. 12"dia.BALL FINIAL.AVAILABLE FROM AVILAS GARDEN ART-909/350-4546 0 W i dj cp MODEL#613-A(OR EQUAL). W CL cr)_j < 6 3 It 3: 9 • MIN ......... -4- ELEVAnM sacnm -41111 3 L j WALL CONSTRUCTION NOTE- 6 L - - - - - - - - LEGEND' [ ELEMAIM I WALL CONSTRUCTION IS FOR REFERENCE ONLY.(PER ON SFL-TK)N zo SITE PLANS). NOT APPROVED BY CITY ENGINEERS, 4 6. 1. 8X4X16 SPLIT FACE BLOCK(ONE SIDED. WALLTO BE 1000/6 ON PRIVATE PROPERTY. WATER *24P cis PROOFING TO BE INSPECTED BY PUBLIC WORKS, 2. 6XSX1 6 SPLIT FACE BLOCK(ONE SIDED) c c IL All 0 34.5"SQ. iE 4 3. FINISH GRADE. w cc: �Lu 36"SQ. Z5 z Cc li cm 0 4. PROPOSED CONCRETE FOOTING _j PER STRUCTURAL ENGINEEFTS CC ill ELEVATtON. 0 0 REPORT. cr- CC Fc Q U. fn CID c ti %jBBLE PILA STER SPLIT FACE B PRECI&ON WALL W/ST,numCCO WALL CONSTRUCTION NOTE: SCALE: N.T.S. CALE: N.T.S. na f%AP WALL CONSTRUCTION IS FOR REFERENCE ONLY.(PER OW is, SITE PLANS). NOT APPROVED BY CITY ENGINEERS. urn W4 4 ALE' N.T.S. WALLTO BE 1000/60N PRIVATE PROPERTY. WATER PROOFING TO BE INSPECTED BY PUBLIC WORKS. ( 5) cr_ to 9 4 -141-10 1/21, 8 19 ------ - 14 8 Date Ie PER CITY COMMENTS DATED 2/26/0 2 4 1p 61111 '0 OF CN 2 0) n PERIMETER WALL SHOWN 3" 10 I FOR REFERENCE ONLY AL SEE CIVIL ENGINEER'S PLAN PER CITY COMMENTS ON 05-29-07 20 FOR MORE INFORMATION 9 "d a 0 PER CITY COMMENTS UN UZ-Z6-Ut5 1 7 A c.1.,4 Tp L - I f 1 1 c D A 20 Lu IZ UU 3 vil • 13' co to DESCRIPTION 0 F R E V I S I u V DATE APPROVED 5 > _j A 4 u C A M 0 NC3 A J TLQN u0` 1TY of RANCHU r FJ-EYAL 14 LEGEND: 1611 MAR-FLEX 500 WATERPROOFING OR EQUAL. 1. 8"MARBLE TILES. TILES TO MATCH TYPE FOUND ON 6. ADJACENT 30"HIGH RIVER ROCK VENEER WALL. 11. 6 x 6 x 16 CONC.PRECISION BLOCK-GROUT 16 il_�111 311, O/C. SOLID W/MASONRY CLIPS @ 12 • 13) I f " MONUMENT ON CORNER OF 4TH ST.&MILLIKEN. SEE DETAIL'All SHEET. ------------ 17.4"dia.DRAINLINE w/1 c.f.OF GRAVEL PER LEGEND NOTES: 12, #4 CONTINUOUS HORIZONTAL REBAR. L.F.-CONNECT TO DRAIN UNDER SIDE- 1 24 x 4 x 24 PRE-CAST COLUMN BLOCK CAP. COLOR TO H CITY GRAPE LOGO. 7. FINISHED GRADE. 15 MATCH WALL CAP. -WALL TO BE PROTO 11 CONSTRUCTION 2. 8"HIGH OVAL BRONZE PLAQUE WITH (2 LOCATIONS) WALK-DAYLIGHT @ CURB FACE. PLAQUE SHALL HAVE(4)1/2"DIA.x 3"ANCHORS WHICH TECHNIQUE(ENGINEERING CALCS SHALL BE PINNED INTO MASONRY 8. ADJACENT SIDEWALK -FACE COLUMN BLOCK, SPLIT FACE ON A�L PROVIDED BY MANUFACTURER). 13. #4 VERTICAL REBAR @ 2411 o/c. 18,FILTER FABRIC(SOCK)AROUND DRAIN PIPE. 2. 16 x 8 x 16 SPLIT 4 SIDES VISIBLE FROM STREET. COLOR AND TEXTURE TO I COMPLIMENT WALL. 3. 8"HIGH BRONZE LETTERS. FONT TO BE GOUDY OLD STYLE. 9. NATIVE COMPACTED SOIL. 14. RAISED PLANTER-TO BE FILLED WITH CLEAN 19. 12n WIDE x 4'THICK POURED-INP cm LETTERS SHALL HAVE 1/2"DIA.x 3"ANCHOR WHICH SHALL BE 3. FINISH GRADE. TOPSOIL,SEE SPECIFICATIONS. NATURAL COLOR,SANDBLAST FINISHED CON%..,P R"CTION' OLO)" ETAa ILS PINNED INTO MASONRY, 10.NATIVE LOCAL RIVER WASHED COBBLE. 3"-6n DIA. CONCRETE CAP. min 9 4. PROPOSED CONCRETE FOOTING PERS ALL SID ES. 15.POLY-FOAM EXPANSION EXPANSION JOINT I A ENGINEERS REPORT. 4. CONCRETE FOOTING W/CONT.#4 REBAR. COORDINATE -On D A T AGAINST WALL. 20. 4"MOW CURB APprm"OVED By. 5. ADJACENT SPLIT-FACE WALL PER DETAI LA,THIS SHEET. DRAIN PIPE THROUGH FOOTING TO CURB. L ALIGN BACK OF PILASTER W/WALL 5. 6`HIGH PROPERTY SLUMP STONE WALL.SEE DTAIL'G'THIS ill-011 CITY ENGINEE _,___RCE, No. , SHEET. V, DESIGN ARCHITERRA DESIGN GROUP SECTION A-A EA LANDSCAPE ARCHITECTURE J SITE PLANNING MON"MENT SIGN ON Cur`RNER OF MILLER AVE & EAZ03"T A`av"E. 16" SQ. SPLIT-FACE PILASTER 1101111111 Jill 1 10621 CHURCH STREET,SUITE 106 RANCHO CUCAMONGA,CA 91730 A DRAWN (909)484-2800 FAX: (909)484-2802 SH In III L 1/2 1 -0 EA SCALE: N.T.S. SCALE: No. 2834 DR ING NO. CHECKED DATE OLIL27 JOB No. 0706-5 2200-L EF10H TNC CONC E V9*r # BLESTON R EBED W1 3 Z 4 I _ _ MAINLINE NO : MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC,CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS. _ _ 4- _ E AAV1ENUE -4 32 31 LIMIT 29 28 ` TYPICAL SLEEVING NOTE: uj§ SEE CONTRACTOR TO L L 7E ALL MAIN LINE AND CONTROL WIRES WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAP . 1252 t ` A t ` ' , 0 46 §, - - - - - - - - - - - - - - - - - - - - - - - - - - -' ' - - - - - _ ' w- 'To'j: A Al 0 ' , > ' e w w ' �` ' A ' ' :TOT A r r w Zol ' ti` 1 A _ _ A '1�,' �_ ' ' A _ A28 A27- 2" CA26 A24 - 2" A23- A22 21- - A2 - - - - - - - - - - - - - - - A19 �A18 - •A17® - -2"® - - m MEN \ A """'�. �` \ ..q.. ,...., ,.... ..... .... ,..._,. ..... .... :......... ... ..,... .... ..,...,.,. ,. ,,,..... _ .ire G ._ _.. 4 ` 4to 4 - , LIMIT y ' t 4142 43 44 45 46m48 49 41 50 4 z 0 O 4 2 4 1 will mm all FKESbURE LOSS CALUULA"I'll"11ON PRESSOUR"E LOSS CALCULA'aTION IRRIGATION NOTES : RhIG"AT I OIJ L E G"'"ll' E N DO (HIGHEST FLOW) (FARTHEST&HIGHEST ELEVATION) 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION, THE PROJECT: RANCHO 50 LMD BY: BLE PROJECT: RANCHO 50 LMD B CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, Y. BLE INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION STATIC PRESSURE HIGH:74 LOW:67 STATIC PRESSURE HIGH:74 LOW:67 PROCEDURES. SOURCE OF INFORMATION: TED MUNSON JR. SOURCE OF INFORMATION: TED MUNSON JR. RAINBIRD 1812-SAM-PRS-NP-5PGP-UP-SPRAY HEAD 5' 0.1Q 30 M PROPOSED 1°' DOMESTIC WATER METER BY CVWD SUPPLIER: CVWD SUPPLIER: CVWD 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL MBCO T-585-70 LINE-SIZE BALL VALVE PHONE NUMBER: (909)987-2591 PHONE NUMBER: (909)987-2591 EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS MANUFACTURERS' (b RAINBIRD 1812-SAM-PRS-NP-5H PGP-UP-SPRAY HEAD 5' 0.20 30 VALVE STATION/GPM: STATION: A-16 @ 14 GPM VALVE STATION/GPM: STATION: A-28 @ 12 GPM RECOMMENDATIONS AND LOCAL CODES, ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A FEBCO 825-Y 1"REDUCED PRESSURE BACKFLOW PREVENTER W/BRONZE 'Y'STRAINER.BACKFLOW REPRESENTATIVE OF THE CITY. '6 RAINBIRD 1812-SAM-PRS-NP-6VAN POP-UP-SPRAY HEAD 6' 0.60 30 ENCLOSURE TO BE COAST GUARDSHACK CGS-2 w/LOCK. ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ACAST GUARD SHACK CGS-1 ENCLOSURE,AND SHALL BE SERVICE LINE: 1" @ 14 GPM 2.61 SERVICE LINE: 1" @ 12 GPM 1.97 INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE, RAINBIRD 1812-SAM-PRS-NP-8PGP-UP-SPRAY HEAD 8' 0.25 30 SUPERIOR 3100 SERIES 1-1/4"GLOBE NORMALLY OPEN MASTER VALVE WATER METER: 1" @ 14 GPM 1.10 WATER METER: 1" @ 12 GPM 0.90 BACKFLOW: 1" @ 14 GPM 11.00 BACKFLOW: 1°' @ 12 GPM 12.00 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION CALSENSE FM-1 B 1"FLOW METER MAINLINE(CL.315): 2 461 L.F @ 14 GPM 0.83 MAINLINE(CL.315): 2 1008 L.F @ 12 GPM 1.50 ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER RAINBIRD 1812-SAM-PRS-NP-8H POP-UP-SPRAY HEAD 8' 0.50 30 'Y'STRAINER ill @ 14 GPM 0.30 'Y'STRAINER ill @ 12 GPM 0.20 SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. MASTER VALVE: 11/4" @ 14 GPM 0.48 MASTER VALVE: 11/4" @ 12 GPM 0.48 ' RAINBIRD 1Qa-EFB-CP-PRS-D-NP 1"ELECTRIC REMOTE CONTROL(PURPLE)GLOBE VALVE. FLAW METER: 1" @ 14 GPM 1.24 FLOW METER: 1" @ 12 GPM 0.10 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT RAINBIRD 1812-SAM-PRS-NP-8F PGP-UP-SPRAY HEAD 8° 1.00 30 OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY, 125-EFB-CP-PRS-D-NP 1-1/4"ELECTRIC REMOTE CONTROL(PURPLE)GLOBE VALVE. GATE VALVE: 2 @ 2" @ 14 GPM 0.10 GATE VALVE: 2 @ 2" @ 12 GPM 0.10 REMOTE CONTROL VALVE: 1" @ 14 GPM 1.20 REMOTE CONTROL VALVE: 1" @ 12 GPM 1.00 RAINBIRD 1812-SAM-PRS-NP-8VN PGP-UP-SPRAY HEAD 8' 1.20 30 A 1 CALSN E ET-2 LATERAL LINE SIZE: 3/4" 46 L.F. @ 5 GPM 0.98 LATERAL LINE SIZE: 3/4" 52 L.F. @ 6 GPM 1.79 SHALL TAKE SOLE 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELFWZTH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND S TT-20OO- &L DRe w/ 32 STATION CONTROLLER w/SB-1 ENCLOSURE w/CALSENSE OPTION 1" 14 L.F. @ 7 GPM 0.17 1114" 6 L.F. @ 12 GPM a.QS UNDERGROUND FACILITIES.RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID RAINBIRD 1812-SAM-PRS-NP-10 PGP-UP-SPRAY AD 10° Q.4Q 30 11/4" 10 L.F. @ 14 GPM 0.12 APPROVED ELECTRICAL METER-INSTALL WITHIN STRONG BOX METERED ENCLOSURE NO. SYSTEM LASSES SUBTOTAL: 20,01 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL MPS-A16-10K FITTING LOSSES(10%OF SUBTOTAL): 2,00 OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE V RAINBIRD 1812-SAM-PRS-NP-10H PGP-UP-SPRAY HEAD 10, 0.80 30 SYSTEM LOSSES FITTING LOSSES SUB O SUBTOTAL): 22.0 ELEVATION LOSSES(ECFV.X.433)=11'x x.433= 4,76 COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. RAINBIRD 1812-SAM-PRS-NP-10F i RAINBIRD 33DNP 3/4"QUICK COUPLER VALVE,W/2 KEYS TOTAL(#2049)-INSTALL IN PURPLE ROUND ELEVATION LOSSES/GAINS ELEV.X.433)=3'x 0.433- 1.30 IRRIGATION HEAD PRESSURE: 30.00 OF POP-UP-SPRAY HEAD 10 1.60 30 VALVE BOX IRRIGATION HEAD PRESSURE: 30.00 TOTAL SYSTEM LOSSES: 56,90 $. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,FTG.)INTERFERE WITH THE SPRAY PATTERN OF PACIFIC PLASTICS SCH.315 PVC MAINLINE PURPLE SIZE AS SHOWN MIN.COVER 18 . THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE (PURPLE), AVAILABLE PRESSURE(LOW): (+) 67,00 SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RAINBIRD 1812-SAM-PRS-NP-10 VANPGP-UP-SPRAY HEAD 10 1.45 30 PRE-SET REGULATED PRESSURE: OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE PACIFIC PLASTICS SCH.40 PVC LATERAL LINE(PURPLE),PER PIPE SIZING CHART THIS SHEET,MIN.COVER 12".MIN. TOTAL SYSTEM LOSSES: 53.40 - SIZE 3/4" (-)DEFICIT OR(+)RESIDUAL PRESSURE: (+} 10.10 CITY. '� RAINBIRD 1812-SAM-PRS-NP-12 PGP-UP-SPRAY HEAD 12' 0.65 30 AVAILABLE PRESSURE(LOW): (+} 67.00 APPROVED SCH.40 PVC SLEEVES SIZED 2.5X LARGER THAN PIPE TO E INSERTED UNLESS OTHERWISE PRE-SET REGULATED PRESSURE: 9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL _ _ NOTED (-)DEFICIT OR(+)RESIDUAL PRESSURE: (+) 13,60 *IRRIGATION CONTRACTOR TO ADJUST THE PRESSURE AT EACH VALVE AS NECESSARY VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL V RAINBIRD1812-SAM-PRS-NP-12H PGP-UP-SPRAY HEAD 12' 1.30 30 SC A p TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER X RAINBIRD 1812-SAM-PS-NP-12 POP-UP-SPRAY AD 12' 2.60 0 um qr WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 _ GENERAL RECYCLEDWATER NOTES, FOR IRRIGATION PLANS: A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. , 1/` RAINBIRD 1812-SAM-PRS NP-12VAN POP-UP-SPRAY HEAD 12 1.30 30 � 0 11, THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE 1.ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE&MARKED RECYCLED WATER. _� '- MAXIMUM atu MAXIMUM DEMAND OF GALLONS PER MINUTE PS AS SPECIFIED, THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE RAINBIRD 1812-SAM-PRS-NP-15 PGP-UP-SPRAY HEAD 15' 0.90 30 2.ALL VALVE BOXES MUST BE PURPLE&MARKED RECYCLED WATER,THE COMPLETE BOX TOP&BOTTOM. IL IN 7-31-Qs WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 3.ALL SHUT OFF VALVES,CONTROL VALVES,REGULATOR VALVES,STRAINERS&ALL RELATED RECYCLED WATER MATERIALS Rei-`" ' RAINBIRD 1812-SAM-PRS-NP-15H PGP-UP-SPRAY AD 15 1.85 30 MUST BE MARKED OR TAGGED R CYCLED WATER DO NOT DRINK ON ONE SIDE&IN SPANISH ON THE OTHER SIDE. �► Date 12. AUTOMATIC CONTROLLER TO BE A GALS NSE ET2000.24 AND 3 -L wrfP-1,T -110 AND LR/RR DOME INSTALLED WITHIN A STRONG OX SB-22 AND A SEPARATE METERED ENCLOSURE MPS-Al 6-1OK.ANTENNA PORT INSTALLATION TO BE PROVIDED 4.CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. Q RAINBIRD 1812-SAM-PRS-NP-15F POP-UP-SPRAY HEAD 15 3.70 30 C BY THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE 5.IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE,ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. � RAINBIRD 1812- AM-PRS-NP-15VAN POP-UP-SPRAY HEAD 15' 1.85 0 6.CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS.' 7.QUICK COUPLERS TO BE ACME THREAD TYPE&MARKED RECYCLED WATER. 0 10' 20' 4Q' 80' 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE 8.ABSOLUTELY NO HOSE BIBBS OF ANY KIND HOOKED UP TO RECYCLED WATER. POWER HOOK-UP FOR THE IRRIGATION CONTROLLER, ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, RAINBIRD 1806-SAM-PRS-1401 w/PA-80 BUBBLER FLOOD 0.25 30 COORDINATED AND PAID FOR BY THE DEVELOPER. 9.ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE ON LANDSCAPE PER CVWD STD.DRAWING#111 WITH A I' 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE STRAINER UPSTREAM OF BACKFLOW AND A ACME THREAD QUICK COUPLER FOR RECYCLED WATER 2FT DOWN STREAM DESIGNATED ON THE PLANS. NOTES: OF LAST ELBOW, IN A PURPLE VALVE BOX MARKED RECYCLED WATER. 10.THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES&RECYCLED WATER LINES SHALL BE 1OFT AND THE 1 PER CITY COMMENTS ON 05-29-07 15. ALL POP-UP TYPE SPRINKLER MEADS INSTALLED SMALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 114" 1 VERTICAL DISTANCE SHALL BE 1 FT. ABOVE FINISHED GRADE. 1. CONTRACTOR TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. 11.IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC WATER LINE,RECYCLED LINE MUST BE SLEEVED&EXTEND PER CITY COMMENTS ON 02-26-48 03/43!48 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF 5FT ON BOTH SIDES OF PIPE. 2 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. 12.SUBMIT 1-HARD COPY&1-PDF COPY OF IRRIGATION PLANS TO CVWD WITH STD.DRAWING#402&THIS GENERAL NOTE ON 4 PER FIELD ADJUSTMENT 4N 7!28/09 7/28!09 CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS& THE TITLE PAGE,&ALSO SHOWING A MINIMUM OF 1 OFT SEPARATION FROM IRRIGATION TO POTABLE SERVICES EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION 13.TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT PASSED PROPERTY LINE WITH REGULATOR INSTALLED. SHEET KEY MAP SGA E: N.T.S. 14.ABSOLUTELY NO LOOPED IRRIGATION SYSTEMS,ONE SERVICE ONE SYSTEM. o 15.PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. DESCRIPTION OF REVISION ! t DATE APPROVED Om% IT I I A IR 1 00% H Owl 11 it 0' A M U U A 4 `• r VALVE CALLOUTS TRACT 17919 L N '00% "EY VALVE Simm"'I 'll" BU' K MILLER A 16 12 A20 10 rA 24 9 "T VE. �, ►► VALVEDISTRICT NO. 9 w r® - - Underground Service Alerl rA 17 12 A21 11 A25 9 PIPE LV I ! N L SIZING _ _ . !! ►► l! RhlumTlu F AN A 3/4" 0-8 GPM I , ® 1a, s-12GPM - V Y. { DATE: ji;l -72 CallC 11/4 13-22 GPMLi W rA 1RCE L I f"%rm%OWN S S CITY ENGINEER D 11/2" 23-30 GPM - _ DESIGN ARCHIT RA SIGN GROUP 2 31-50 GPM ,# P"'LA E F E E `�. FXMNIMENDED ........... LANDSCAPE ARCHITECTURE FOR IRRIGATION r L SITE PLANNING 1 -800 ol I SIZING . i 10221-A TRADEMARK ST. SEE THIS SHEET 9 12 A 19 rA2 rI*A27*\ 12 422-4133CONTRACTOR TO SEE TYPICAL PIPE SIZING LAYOUT CHART. CONTRACTOR CORRESPONDINGFOR I a - N RANCHO CUCAMONGA, CA 91730 SHEET TO MODIFY PIPE SIZING SECTION AS NECESSARY.CONTRACTOR NOT TO I I , ` I ! L (909)484-2800 FAX: (909}484-2802 _ �► ►, ►► EXCEED FIVE(5)FEET PER SECOND VELOCITY.TWO IRRIGATION DETAILS, SEE SHEET L-7 I I , - - -MILLER AVENUE EDDRAWING No. WORKINGA Y I . 2$32 DATE J No. 0706-5 2200-L MATCHLINE 'AN, A 'A § t A 4 § § I . t „ § § t , § 4 t ° , ° § h I t , § § § >t § < I A ' 1 A t TYPICAL SLEEVING NOTE: 4 CONTRACTOR TO SLEEVE ALL MAIN L `� g ti w ' § < INE AND CONTROL WIRES WHERE EVER THEY GROSS UNDER COBBLE OR HARDSCAPE. g SEE DETAIL K,SHEET L-7. § g Al B § B C A15 - lJ § MAINLINE : I IS TIOLINE SHOWN PLAC MAINLOINE INSE PLANS IS PLANTERAREASGAMMATIC,CONTRACTOR g ti U) K I fill Li A Viz.,,,. Cf) °' yi5 sr'w. .. a .''ti 't�4ki to ''L''ti''�r'"4'"+ti'�4.:k'�4''ti'"ti'$�h'�4�§'','�4'''§''9k''4'k.',�r'''�r'"a'�4''+e''k''h''ti'"�''�s''ti. '"L''4''4'�4 r'"5,;'W'M.''4'ti'ti'*.'k'ti'+ti'k�s�i�r�r. �s'4.'k 'k'ti'k�e�r'4. ''ti'+.'"k'�r''ti'4+k'"ti''4'h' '''t'�e"'t '' '9ti.''ti'�m�4''k'�.'�+.''4''�r'"+,'�r'�4. ';.'+,''ti'''.'.''ti''.''4'"+'''+''t''h'.'�4'�r'''ti''h''y''+''''M'rti.''i''►'Mi'"ti''4''4'"4"'1'"4''4"'ti'4ti''4'`ti''ti 4''ti�,.:�h'�,�h''+i''ti'"4''�'y''+,''4'"4''4�4':''h''4''h'.'h''ti''i'"4''ti'"+.'"ti"�4''4.'�!4''�. ''k'�4. r''M'Mi:"+r'+.'.'k''''+.'"+''k'"+,"'�a''ti'�4''k''ti'y.''4''M'''�r'�a''4'�4''4''t'�4''4'y.'�4";.. ''�" 'e' gyy'ti.''Mti'S�'`4�'4.''h�'a�'�t'ti�''+� 'ti�"'a ``LIMIT OF WORK A �' § All ' 4 4 ' I ®� - - - - - - - _ _� °-- - -- - - - LIMIT ° IS, ti ® A 1 •l ®rmmm »P __ ® ~ p t. `~ * ~~m® ® A ~ v ~ A 4Tw'�6''M�'4.�4.}k'w.�4.'i.'�4'4'w.'i..�a'k.'�1t''#.�4.'S.�r'4.''�4 .'�*.'S.'{r't.,4.'i.'4.'4'�r..�4. 'Kt'4.'�t'M�'M'i,''4.�4. 'i.. '�r�r.'i.�i'.'4.'i��5.'�t ®° .. 2" A6® �� ittillittlit mm mw moo A7 A8 Al A13 _ _ - - - - - - -imiliIII- - - - - - - - - - - - - - - - - - - - - - - A14 2.. - - - - - - - - - - - - - - III V 7K ME AL AL i r A A w 14 M A A G MR A y ' ' iA ,�-. ' A A ®' i s A w ' A A i ` A A A 1 ` A A A A A A djo 0 M 411 4 4 3 ® 10 S .O.0 NLARG M NT CONTROLLER W/ ELECTRIC I CONTROLLER NOTES. SERVICE PEDESTAL Gil m 23 24 25 20 27 I _ .�MLLER AVFNUE _ _ _ _ _ _ _ XVIEINJUE _ 1_ ._ LIMIT 4 IRRIG'ATIOML E uf"% EIN U s ' `� 1 EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION SYM. MANUFACTURERMODEL NUM DESCRIPTION RADIUS G.P.M. P.S.I. x� F A° ®aA. WATER„ IC LATERAL 2 M PROPOSED 1" DOMESTIC WATER METER BY CVWD 1�� BACKFLOW WATER TER , , AINBI D 1812-SAM-PRS-NP-S OP-UP-SPRAY A 5' 0.10 3Q NIBCQ T-585-70 LINE-SIZE BALL VALVE BRONZE C.M ® . 1" FL RV IT AI W SENSOR 4 FEBCO 825-Y 1"REDUCfRE� BAG LOW PREVENTER W/ 'Y'STRAINER.BACKFLOW H A ILD E Q C g Pp E. 11/4" A VALVE RAINBIRD 1812-SAM-PRS-NP-5H POP-UP-SPRAY AD 5' 0.20 30 ENCLOSURE TO BE COAST GUARDSHACK CGS-2 w/LOCK. ® SUPERIOR 3100 SERIES 1-1/4"GLOBE NORMALLY OPEN MASTER VALVE P� 2 MAINLINE RAINBIRD 1812-SAM-PRS-NP-EVAN POP-UP-SPRAY 6 0.60 30 .. % G. LI I T VALVESI LV �o L RAINBIRD1812-SAM-PRS-NP-8 POP-UP-SPRAY A 8' 0.25 30 CALSENSE FM-1B 1"FLOW METER ® � I. ELECTRIC RVI PEDESTAL RAINBIRD 1812-SAM-PS-N -$ POP-UP-SPRAY AD $' 0.50 3Q RAINBIRD 100-EFB-CP-PRS-D-NP 1"ELECTRIC REMOTE CONTROL(PURPLE)GLOBE VALVE. 125-EFB-CP-PRS-D-NP 1-1/4"ELECTRIC REMOTE CONTROL(PURPLE)GLOBE VALVE. RAINBIRD 1812-SAM-PRS-NP-$F POP-UP-SPRAY HEAD 8' 1.00 30 A CALSENSE ET-2000e-32-LR-RRe w/ 32 STATION CONTROLLER w/SB-16SS ENCLOSURE w/CALSENSE OPTION x a RAINBIRD 1812-SAM-PRS-NP-8VAN POP-UP-SPRAY HEAD 8' 1.20 30 TP1,TP110&LR DQI�E-RRe APPROVED ELECTRICAL METER-INSTALL WITHIN STRONG BOX METERED ENCLOSURE NO. N� G P� MPS-A16-10K W > RAINBIRD 1812-SAM-PRS-NP-10Q POP-UP-SPRAY HEAD 10' 0.40 30 umw/ al V RAINBIRD 1812-SAM-PRS-NP-10 POP- -SPRAY HEAD 10' 0.80 30 RAINBIRD 33DNP VALVQUICK E pCOUPLER VALVE,W/2 KEYS TOTAL(#2049)-INSTALL IN PURPLE ROUND -- -�-- A' "„ RAINBIRD 1812-SAM-PRS-NP-10F _ PACIFIC PLASTICS SCH.315 PVC MAINLINE(PURPLE),SIZE AS SHOWN,MIN.COVER 18". -� g g PACIFIC PLASTICS SCH.40 PVC LATERAL LINE(PURPLE), PER PIPE SIZING CHART THIS SHEET,MIN,COVER 12".MIN. inn ure " _ _ SIZE 3/4° _ Pe A Al A2 AA _ _ A4 A5- 2 - - _ _ - - - - - -_ - RAINBIRD 1812-SAM-PRS-NP-10 VAP -UP-SPRAY HEAD 10 1.45 30 A A A ® ® - - - - - A C :°°,.;' g C A A , _ _ _ _ = APPROVED SCH.40 PVC SLEEVES,SIZED 2.5X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE ,N Dateo s _ _ _ _ _ _ g RAINBIRD 1812-SAM-PRS-NP-1 POP-UP-SPRAY HEAD 12' 0.65 0 NOTED F _ _ _ _ _ _ _ _ _ _ `=N > V APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED RAINBIRD 1812-SAM-PRS- P-12 POP-UP-SPRAY HEAD 12' 1.30 30 X RAIN IRD 1812-SAM-PRS- P-1 P -U -SPRAY HEAD 12' 2.60 0 D 40' a, V RAINBIRD 1812-SAM-PRS-NP-12V POP-UP-SPRAY HEAD 12' 1.30 30 RAINBIRD 1812-SAM-PRS-NP-15Q POP-UP-SPRAY HEAD 15' 0.90 30 21 22 RAINBIRD 1812-SAM-PRS-NP-15H POP-UP-SPRAY HEAD 15' 1.85 30 1 PER CITY COMMENTS N o5-29-07 RAINBIRD 1812-SAM-PRS-NP-1 POP-UP-SPRAY HEAD 15' 3.70 30 PER CITY COMMENTS 02-26-08 03/03/08 � RAINBIRD 1812-SAM-PRS-NP-I5VAN POP-UP-SPRAY A 15' 1.85 30 3 PER CITY C MM NTS DATED 3131108 05/19/08 SHEET KEY MAP RAINBIRD 1$06-SAM-PRS-1401 w/ A-$0 BUBBLER FLOOD 0.25 30 gCAL ; N.T.S. i 4 PER FIELD ADJUSTMENT ON 7/28/09 7128109 ®VALVE CALLOUTS NOTES: i ! i i 1 1 , ! DESCRIPTION OF REVISION A ' DATE APPROVE, 1. CONTRACTOR TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTOOil 1 0'% A M........ ................. IT " 0 f WALLS AND WALKS AS MUCH AS POSSIBLE. - - tn 4 1 1 1 1 1 1 1 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF A 3/4" 0-8 GPM CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. y `' TRACT 17919 ►, ,r ►, ff „ CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS& - - 1 1114 11 1 1 8-12G P M _--_,_._.. ..,• C 1114'° 13-22 GPM EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION LAINJUSCAPE MAINTENANUO"'I D 11/2 23-30 GPM _. 11 7 1tAl211 E 2" 31-50 GPM -----_ EAST AVE. & MILLER AVE. ; z. i 1 rr 111 uj 1 1/ n -"VALVE SIZINU KEY (-7 - ! AZ) DISTRICT NO. 9 > 0""AT 1 "' N r q !o ®! i _._ _. rr I- ®Underpmround Service Alert _A3 4 11 A13 6 _ u DATE: VALVE `.........:,: ....,.-�_._._. __. UNN 'S CITY. ENGINEE RCE No. all TOLL FREE uK I h Z:) 9 A9 10 A14 1 / LV I �. PXLONINIENDED 1,► 1 rr IGN LA TORE GROUPC-eERRA DESIGN 1 FOR ,' _ LANDSCAPE ARCHITECTURE IRRIGATION1 -800LEGENDS, - ,- R w SITE PLANNING SIZINGGENERAL PIPE I I 10221-A TRADEMARK ST, 1111 ' ; i i ! i o � ®: `� N RANCHO CUCAMONGA, CA 91730SHEET 10% 422-41331 1 7rA 1 CONTRACTOR TO SEE TYPICAL PIPE SIZING LAYOUT CHART. CONTRACTOR _ .�.�:.�.#:�.�..� -�,w..A:..�: . . . . :.�; , :.�, :.,;:,.: . ....:::_, �:.. BLE .: :::.>:.;:.;:.>:::,::::<:::::::.......::::::.::::::::::::::::::.....::. .. 909 484--2800 FAX: 909 484-2802 T MODIFY PIP .:::::::::::::::::::.::::::::::.....: :.; .... :::<. fL b ►r r® Q O E SIZING SECTION AS NECESSARY.CONTRACTOR NOT TOFOR IRRIGATION SHEET ::::::::::::::.:.::::::::.:.:::::::::: :::::::::::.:.:::..::.:..:::::::._::._::...::.........:.:::::::..::::::::::::::::::::.......................:::::::::.::: :..::::. rrk:::.::.:::::::: ::::.::::::::::.:::: ::::.::::?a._. :. 1 1 1 DETAILS, ::i:::Jiii:ii?::•:iiiii:iii::iii.......is...............i?:}ii};}};}}}}i::^ii};}:;�...is.........::::.::::iii•}}:;;::::::::.;,'; ,,;.,..:.....:..........::iii?:......:__ EXCEED FIVE 5 FEET PER SECOND N D VELOCITY. •::>::>::>::>::>::>::>::>::>::>::>:::>»_::»::>::::>::>::::>::>::>::>::>::>:: >::>:_ ........ ( ) FOR IRRIGATION - r. :�.: :�;.: :� :. :m: �-� ... : : d : . :�.: : :�: A . 232 INS . TWO WORKING Y I CHECKED 4 DATE No. 0706-5 2200- ENCLOSURE.MODEL PER BACKFLOW ENTER co co IRRIGATION LEGEND ASSEMBLY TO SPRINKLER-ANGLE PIPE TO u1 SPECIFIED DEPTH WITH 45°ELLS POP-UPS Y HEAD BODY 6"-12"DIAMETER CLEAR NIPPLE-TYPICAL GRADE OF SOIL MULCH PER SET TO 1/4"ABOVE FINISH � n SCH 40 PVC MALE ADAPTOR "SNAP-TITER WATERPROOF 5 (4}PLACES " AWAY FROM WELD SCH 80 PVC UNION FINISH SOlLGRADE STANDARD,TAPER CONNECTORS OR EQUAL PIPE SUPPORT PER GVWD WHITE PVC NIPPLE ELECTRIC CONTROL VALVE WITH ,- .. ..,.• .••.,�.. , ♦. ♦. . ,,., ♦...♦. ♦.♦♦. . r.♦.♦♦..♦♦♦. ROUND PLASTIC VALVE BOX& BLUE If ¢ PRESSURE REGULATOR `•�•�••�,••, • `,y„ „'` 3,• ♦,,•♦y• •S•,•,••♦,r♦•♦-,•,- BRASS WYE f STD.DWG.305. ,,„Z� r. r �.r. z� r�rr�r r.ry.r:..r,r.,s�...�.,.�.,. ♦,®r,® • ♦♦® ♦rr •,•,•rr,° ®®®mss•®®♦i ---- 60 ♦a®♦ ♦,•,•,•i•r,r r,:•' COVER ETCHED"IRRIGATION GATE" •,•rz • r.•r .•rd•,� ,•,•ar*r•,.s. ®.�.�..,,..r c' STRAINER WITH � (CARSON OR EQUAL) f Z •♦ ♦ ♦b • ♦ ♦♦ ♦ ♦♦?®-�♦♦ To-•Jr•♦-♦ c� MESH NIPPLE PLASTIC VALVE BOX AND LOCKING �- MQNEL SCREEN ca `« . . r ,•,� �; ;r ,•$,.•:m• ¢ RED ,,, COVER{CARSON OR EQUAL}, ♦ '+�%; , y® `�"• ,•r,�;d"`,•,�T,z,�r.;,•r.•,❖.•,❖,• FINISH GRADE S'THICKX 12"WIDE CO z MARKED WITH"IRRIGATION Rt'V" •♦ y , ,•❖r r ❖•.r.•�'•,•,•r PRESSURE f I CONCRETE PAD(LENGTH BLACK WATERPROOF ALL WIRE AND ETCHED WITH GONTROLI_ER REGULATOR VARIES PER SIZE/ IRRIGATION CONTROLLER CONNECTIONS ¢ AND VALVE SEQUENCE: SEE LEGEND PIPESUPP T MANUFACTURER)SLOPE TO CL � FOR MAKE AND S O.DV. S, PIG TAIL EXPANSION b < FINISH GRADE f PER `Q � DRAIN AT MINIMUM 2%a E.... 6°MIN. BALL VALVE-1 1/t'OR SMALLER WITH MODEL NO. 12"I FINISH GRADE PLASTIC VALVE BOX(CARSON OR LOOP(MIN21"LONG) STAINLESS STEEL HANDLE EQUAL)WITH PLASTIC INTEGRATED UNION LOCKING LID,PLACE AT GRADE IN RESILIENT WEDGE-2"OR LARGER WITH PVC SLEEVE TURF AREAS AND 3"ABOVE IN SIDEWALK 2"OPERATING NUT *ate a T �� a REQUIRED FOR PLANT BED. : GATE VALVE �� °'° PIPE THROUGH EPDXY COATED CONCRETE PAD PIG TAIL EXPANSION � VALVE � LOOP(MIN.24"LONG) z FROM WATER SOURCE NIPPLE-TYPICAL "' zv SCOTCH LOK EPDXY FILLED 3" PIGTAIL EXPANSION SCH 80 PVC NIPPLE {2}PLACES CONNECTORS FOR ALL FLOW WHITE LOOP(MIN.24"LONG) (MINIMUMO LONG) SCH 40 PVC MALE SENSOR WIRE CONNECTIONS. {COMMON} � ' I 90°IQ COMPACTION INSTALL SCOTCH LOKS ADAPTOR FLOW BRASS ANGLE 3" 3" REQUIRED IMMEDIATELY AFTER BLUE VALVE W/UNION SCH 80 NIPPLE-6"LONG INSTALLING FLOW METER. OF 14 SCH 40 PVC TO METE WIRES °,,� 3/4"WASHED TXT 90°ELL Ir LINE TO SYSTEMS RED % CRUSHED AGGREGATE �MARLEX 90°STREET ELL RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW BLACK MASTER CONTROL SGH 80 PVG NIPPLE CUCAMONGA VALLEY WATER DISTRICT STANDARDS. VALVE TYPICAL(4}PLACES �L.O '' SCH 80 PVC UNION CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO � 314"WASHED CRUSHED CONSTRUCTION. ° AGGREGATE TO BE CONTROL&COMMON WIRES �® MARLEX 90"ELL �� MAINLINE DIA. PLACED TOA DEPTH OF NOTES: FLOW METER SAME AS FLOW 6"IN FLOW METER AND NON-PRESSURE b 1. INSTALL PER LOCAL CODES. METER SIZE MASTER VALVE BOX, LATERAL FITTING 2, EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY MAINLINE DIAMETER NON-PRESSURE LATERAL LINE STRUCTURES OR HARDSCAPING. SAME AS FLOW MINIMUM DISTANCE DOWNSTREAM OF 0 3. WHEN UNIT IS NEXT TO A STRUCTURE(!E,WALL,BUILDING,ETC.) METER SIZE UNINTERRUPTED PIPE(5X DIAMETER �? MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE, OF FLOW METER SIZE) BRASS NIPPLE 3!4"WASHED CRUSHED m 4. ORIENT UNIT PARALLEL TO STREET. AGGREGATE BASE MINIMUM DISTANCE UPSTREAM OF SCH 80 PVC SXSXT TEE 5, SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. UNINTERRUPTED PIPE(10X PRESSURE SUPPLY LINE NOTE: NOPLACETES: DIAMETER OF FLOW METER SIZE) o NOTES: 1, INSTALL CONTROL PRIOR A INSTALLATION OF VALVE BOX. 0 6. D{ALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMlLAR METALS. 0 1, INSTALL CONTROL VALVES A MI 1.LOCATE HEAD 2°TO 6"FROM WALKS MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. CURBS,HARDSCAPING, 2,INSTALL CONTROL VALVES A MIN.OF 12'°FROM STRUCTURES OR HARDSCAPING, c� 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER `- MOW STRIPS AND EDGES OF LAWN. 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. r5 2, INSTALLVALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS, 2 USE TEFLON AND ON ALL F LAWN READS. 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE IS 3"OR LARGER. NOTES: 3, PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. TAPE 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE, t 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND °1 8, IF A PRESSURE REGULATOR IS REQUIRED,IT SHALL TO BE INSTALLED ON o W 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. VALVE NUMBER INSIDE VALVE BOX, THE INLET SIDE OF BACKFLOW LOOP. r - 2, IN MULTIPLE FLOW METERIM.V.INSTALLATIONS MAXIMIZE THE DISTANCE o FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. `� 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND d 4,HEAD.CONNECTION AT BOTTOM INLET ONLY. LO VALVE NUMBER TO WIRE INSIDE VALVE BOX. 9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2" cv CUCAMONGA,CITY OF RANCHO CALIFORNIA w CALIFORNIA N , I II 8 I CALIFORNIA APPROVED BY: ISOLATION I-„ 4"' APPROVED BY: CV REDUCED PRESSURE h- APFROVEDBY: REMOTECONTROL VALVE p^ p STANDA�fRDPIAN STANDARD PLAN APPROVED BY; OFF t/� I I ! f A L W FLOW T ER I TI LU SHUT" Y A L I O AFPROVEA 8Y: STANDARD PLAN yW t f c yQ STANDARD PIAN STANDARD PLAN tdl CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTtOt4 UP SHRUB SPRAY HEAD (gt CITY ENGINEER- DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ?? CITY ENGINEER 4} w Of R.C.E. 24953 SHEEP t OF 1 R.CE. 24953 SHEET 4 OF 1 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,. 539 NMI R.C.E. 24953 SHEET 9 OF 7 R.C.E. 24953 SHEET 1 OF i [t'j CITY ENGINEER DATE SE WITH STANDARDSPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION R.C.E. SHEEN'1 OF t LINE SIZE GATE VALVE BACKFLOW PREVENTER "13 HEAD MASTER VALVEIII I : REMOTE CONTROL VALVE 1 HIGH POP UP SHRu N.T.S. 1SCALE: 7— SCALE: N.T.S. 1 L : . • C 0 SCALE: • . 18" METERED ENCLOSURE STAND ALONE CONTROLLER WITH ANTENNA S1 RONG BOX MODEL NO. FRONTVIEW MPS-SERIES NOTE: PURPLE ROUND PLASTIC VALVE BOX&COVER' STRUCTURE OR 2 TOP ENTRY ENCLOSURE L2 METER TO FACE STREET "SNAP-T{TE"WATERPROOF 2 ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING LR/RR DOME ANTENNA STRONG BOX MODEL NO. CONNECTOR PORT LOCATED OUTSIDE OF SB-SS-SERIES FINISH GRADE BOX,INSTALLATION/LOCATION TOR OR EQUAL 000 AT GRADE IN TURF AREAS 6°'MIN. PER CITY REPRESENTATIVE, GALSENSE CONTROLLER NOTE: WIRE SERVICE LOOP Fr �'' VERIFY DIRECTION PRIOR MODEL NO.PER PLANS ENCLOSURE TO BE GROUNDED PER ENOUGH WIRE TO EXTEND WIRE 3"IN NON-TURF AREAS 18"MAX. TO MOUNTING ANTENNA, COAXIAL CABLE LOCAL CODE - CALSENSE TP110 GALSENSE HARNESS gg BUNDLE 6"ABOVE GRADE) �► � 120 VOLT DUPLEX OUTLET(GFCI), r CALSENSETP-1-40 1 SPLICE BOX COVER WITH NON-SWITCHED.TO BE PLACED BOARD REGARDLESS FINISH LOCKING TOP ETCHED S.B. WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE, GRADE ENCLOSURE MIN. 3'X 3'X 6"CONCRETE , NO OPEN ELECTRICAL WIRING _ AT GRADE IN LAWN AREAS 33 DNP QUICK SHALL BE IN CONTROLLER o0 [I 1 FOOTING INSTALL A MIN. � COUPLING VALVE MOUNT AREA, 8" q OF 3"ABOVE GRADE _ COMMON/CONTROL WIRES ► * ma a AND SLOPE TOP TO 3 "- � " va ♦ 4 v DRAIN AT MIN.OF 2% z WITH PURPLE FINISH MI • ILA � w C> - RUBBER CAP GRADE "!0 6 THICK CONCRETE STAINLESS STEELFOOTI12t1 VOLT IN CLEAN BACKFILL-SEE SCREW CLAMP � MINIMUM(3)PLACES °a i � ® ,� SLOPE TOP 1`O DRAIN AT - � - _ SPECS.FOR MATERIAL_ MINIMUM OF 2%, RIGID CODE}TIT � 90°/Q COMPACTION REQUIRED 3/4"WASHED 3"SCH 40 CONDUIT FOR oIRRIGATION CONTROLLER CRUSHED �► COMMON/CONTROL WIRES 120 VOLT WIRE IN RIGID STEEL 90 SWEEP ELL "6' ENCLOSURE AGGREGATE BASE �.� CONDUIT(PER LOCAL CODE) (TYP-) 12'X 18"GREEN PLASTIC METER , NON-PRESSURE LATERAL LINE: �. s y A,l 4� TO POWER SIDE OF ENCLOSURE BOX.CARSON OR EQUAL ~® SCH.40 SNAKE PIPE IN r,Kp. .R 120 VOLT WIRE IN RILED STEEL 90°SWEEP ELL 6" TRENCH CONDUIT((PER LOCAL CODE) YP) 2q" as SCH 40 BRASS NIPPLE TO METEF ENCLOSURE GIDE VIEW "' PRESSURE SUPPLY LINE'. SCH 40 BRASS NIPPLE ALL CONNECTIONS SHALL BE WATER TIGHT 24"LONG "OUTDOOR TYPE"CONNECTIONS,THIS INCLUDES '1 SCH,401CL.315 SNAKE EX CONDUIT,ELECTRICAL BOXES,AND ALL PIPE IN TRENCH CONNECTORS, ENCLOSURE MOUNT ELECTRIC METER PER SCE CONTROL WIRES-BUNDLE ® AND TAPE AT 16 Q.C,AND INSTALL ADJACENT TO NOTES. PRESSURE SUPPLY LINE SCH 40 BRASS 900 ELL 1.INSTALL CONTROLLER PER MFG.PAINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. SCH 80 PVC 900 SCH 40 BRASS 900 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE STREET ELL STREET ELL CONTROLVALVES. 3,RUN FOUR EXTRA WIRES 24 VOLT WIRES.TAPED AND '�f I 6"TYP. PROVIDE 6"MIN.OF SAND {COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE BUNDLED AT 15 FT.INTERVALS BEDDING AND SHADING PRESSURE SUPPLY #4 REBAR STAKE MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, C? LINE FITTING (24"LONG) 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. co FINISH 8'GROUND ROD 2 CU,FT,PEA GRAVEL 0 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. o GRADE iN. 2°" 6.LR1RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO PRESSURE SUPPLY LINE LOCAL RADIO((LR),SYSTEM TO BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER e rA 1 ®i " • NOTE: SYSTEM PRIOf TO ACCEPTANCE, .a 9 u� 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. "' NOTE: 2"SCH 40 CONDUIT s. 4 r I w ® 0 8.CONTROLLER NOT TO BE CONTROLLED BY GFI OUTLET,IT IS TO BE WIRED'HOT'. o FOR LIGHT WIRING 1.PIGTAIL AND L CONTROL WIRE AT 90°CHANGES IN DIRECTION, 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. �, °' 0 2.PRESSURE SUPPLY LINE:2 912"AND SMALLER 18"MIN,DEPTH � 0 3"AND LARGER 24"MIN,DEPTH I CALIFORNIA I CALIFORNIA N CITY F RANCHO CUCAMONGA, CALIFORNIA N � I CALIFORNIA APPROVED BY; �' APPROVED BY: I`APPROVED CN s- COUPLINGQUICK L STANDARD P[IvU CONTROLLER( LY STANDARD PLAN O CITY CALIFORNIA I LU (!} INSTALLATION /4 py STAMDARDPI AN d) APPROVEDBY: r _ 536 �f ERE LE WITH STANDARD PLAN APPROVED BY' STANDARDPLAN ®_ XPA SION LIGHTI G CLOSURE a I a ITRENCHING ?? 522 W w LL1 CITY ENGINEER CITYEPlCtNEER � � R.0 E. 24953 DATE SE WITH STANDARD SFECIFKATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE VVTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATICNS FOR PUBLIC WORKS CCNSTRUCTICN 540 w SHEET 1 OF t R.C.E. 24953 SHEET t OF i IX R.C.E. 2 '� SHEET 1 OF 1 CITY ENGINEER n IX R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OF t W CITY ENGNEER DATE USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W R.C,E. 24953 SHEET 1 OF 1 9 Ilk VA V E M E T E R E N L C.Nof S.;numon F R&E Z4 VOLT SPLI'E N SCALE: N.T.S. RC#536 ------- SCALE: N.T.S. Nol MEMENIONN� gnomon TRENCH11" mG DETAIL HARDSCAPING{SEE NOTE 4} RC#532 5 LN.T.S. CN.T.S. SCp .*urn 18PCS - MODEL PCS-010 PGS-Q20 PGS-030 PCS-040 PCS-060 509-090 44 PCS-125 PCS-175 PCS 260 PGS-370 La c� GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1,75 2.6 3,7 COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED gnat're 8F - - 1' ' S' '# 7 e 1' 8 8H - 2' 4' 1' 7' 81# 1 19 GLEAN BACKFILL-SEE $T - 3' 5' 5' 9' Data `e SPECS.FOR MATERIAL, 8Q 2' 5' 7' 7' 90%COMPACTION REQUIRED 1 OH - - 81 5' 8, 10, 2' 6' 2' 10' 11'# 11'# OF CN PROVIDE 6"MIN,OF SAND 10T - 2' 6' 7' 101# ,.,,.,.,..••..a.m•.•a.,... BEDDING AND SHADDING 10Q 2' S' 8' T �' CITY T 05-29-07 _ •.,,m,•••a.,m.•.,.am,m, 12F - - - 10'# 5' 7' 8' 12' •`.`.••`*•••®•m•amg.•••,m,•w•,®,••®•ew•.a,a,°. ., 12TQ - ^ 2` 3' 5' 7' 10' 10' m••a.,mm,wm•,,.w•.,a,.`.`m',`. 12TT - _ 2' 3' 5' 9' 111 12' 2 CITY COMMENTS 0226 013/03/018 •a•`•®•!••m••mm•m•,m.•mnm m•..,"m•a'•`w 12H - - 4' 3' 8' 10' 12' 12'# • •,, •m• CONTROL WIRE SLEEVE- 127 2' 6' 4' 10' 12' ••°, SIZE PER PLAN INSTALL - 8' 84, 12'# ADJACENT TO PRESSURE ............ ....,`•`m`,`.a•`.°w`o'. SUPPLY LINE 15F ^ ^ - - ^ 51 7f 8, 13'# ..•.•m,w.,.,.. ..••...• 15TT - ^ 1' - 5' 6' 8' 12' 15'# DATE APPROVED PRESSURE SUPPLY LINE 15H - - 1' 4' S' 8' 12' 12' SLEEVE-SIZE TWICE 15T - - 3' 4' 8' 12' 15' 15' DIAMETER OF PRESSURE U A 6"-TYP SUPPLY LINE 15Q - 2' 5' 6' 12' 15' 15SQ - - - 7' - 12X12' 14X14' 20X20' 23X23' IT V, of R I H " C U C' A M 0' N U NON-PRESSURE LATERAL 17SST - - - - ^ OX18' 0X10' 16X16' 9X30' LINE SLEEVE-SIZE TWICE 15CST - - - ^ 4X22' 4X29' 4X39' 9X24' DIAMETER OF NON-PRESSURE 15SST - - - 4X12' 4X24' 4X27' 4X3-' 4X40' TRA"T 919 LATERAL LINE 15EST - - 4X14' 4X18' 4X20' 'L IDSCAPE MAINTENAN ICE NOTES: 5F - 3» 4„ 4X1$' 1, 2, 3' LAN 1.ALL SLEEVES TO BE SCH 40 PVC. 5H-B - 5" 10" 6" 2' 2 EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.. Q-E3 5" 10" 3' 1' EA"T NVE. & MILLERAVE. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS, 5CST-B 7" 14" 3' S' 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 16F-SLA. - - 6" 5' 1' 4' 6' 14' 16'# (24"MIN,TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 16H-SLA - 6" 11 7" 5' 10' 13' 10' 5.MINIMIZE NUMBER OF GLUEJOINTS UNDER STREET. 16Q-SLA 6" 2' 5' 3' 12' 16' 16' o 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 22F SS - ^ - 8° 1' 4' fi' 17' 21'# ® 22H-SS - 4' 1' 3" 5' 12' 18' 12' fV 22Q-SS 6" 2' 6' 3O' 15' 20'# 22 • APPRt ® ICALIFORNIA #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PER RMANCE AT 30 PSI. N , cit APPROVEDBY: NOTE: SCREENS RE TESTED AT PSi R 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. TYPICALLU SLEEVING' STAPIDARDPlAN DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. I A IT A I LANDSCAPE ARCHITECTURE CITY ENG A ��oo pis DATE USEWITHSTANDAROSPECtFiCA7I0NSFpRPUBLICWURK5CONSTRUC710N SITE PLANNING � R.C.E. 24953 SHEEP i OF 9 SLEEVING DETAIL PCS SCREEN CHART DRAWN 10621 CHURCH STREET,SUITE 106 RANCHO CUCAMONGA,GA 91730 T' (909) 4— FAX: (909)484--2802 L-7 qqw La AL : J SCALE: IMIN AL : I • JRC DATE /1 0• —L S-5 I CIO ------7- + s-1 EAST T-1 32 - -�AVENUE - -1 _ _ I -- 5G 1 184 1 LIMITfit 29 5 28 - /7-3 S-3 -2 S-5 /�T�-3 W -TYPS-3 T-3\ Uj T 1 1 186 15 00000 Alt Cn -1 101 r r r r r r tin W r r r r r r r r r r r r r16 Ll L I __\t _10L r r r r r r r r r r r r r r r 1007 110SL + + + + + + + T- %L V 111W V3 F Uj LIMIT -1 VINE < If < 171fi VINES SHOWN FOR GRAPHIC CLARITY.CONTRACTOR TO PLACE VINES I ON STREET/PUBLIC SIDE OF WALL. ! Q PLANTING NOTES . PLANT LEGEND R NOTE:CONTRACTORS SAFETY 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE SYMBOL CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. C UI R®T� `A�- CO NMF N—TS TITY COMPLETED, C CONTRACTOR SHALL PROVIDE TEMPORARY FENCING CC WORK LIMIT CONTRACTOR SHALL E RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION LINE,WARNING CONES,BARRICADES,SECURITY PERSONAL,ETC.,AS EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TREES REQUIRED. SPECIFICATIONS. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL 1 T-1 Eucalyptus polyanthemos Silver Dollar Gum 5 gallon 30'o.c. Standard 21 PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. MULCH NOTE: T-2 Geijera rvfflora Australian Willow 15 gallon 30'o.c. Standard 21 CONTRACTOR SHALL INSTALL A 3"LAYER OF CHIPPER MULCH IN ALL 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, SHRUB AREAS,1-1/2"IN GROUNDCOVER AREAS. MULCH SHALL BE WOOD PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THET-3 L e m° irtdi 'C Cra M {e 2 20'o.c. St 11 FIBER MATERIAL A MADE BY EARTHWORKS,NO CO,CA,(909)533-3321. REPAIR CEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND SUBMIT SAMPLE OF MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FACILITIES. T-4 Magnolia grandiflor 'St.Mary' Southern Magnolia 15 gallon 0'o.c. Standard 25 FOR CITY INSPECTOR'S APPROVAL. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE 'St May INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SHRUBS PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE S-1 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon 24"o.c. 291 ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL Em BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. S-2 Trachelospermum jasminoides Star Jasmine 1 gallon 24'o.c. 689 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY S-3 Piosporum tobira`Variegata' Variegated Toira 5 gallon 36"O.C. 100 DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE + S-4 Rhaphiolepis indica'Clara' India Hawthorn 5 gallon 36"'O.C. 200 APPROVED BY THE CITY. ' 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY,FINAL S-5 HemerlisStelfa d`oro' Day Lily 1 gallon 181'o.c. 618 QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE S-6 X Iosma Con INDICATED PLANT SPACING REQUIRED. y gestum'Com pactaXlosma 5 gallon 36"Q.C. 105 8. WHENEVER SHRUB/GOUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC S-7 Dietes bicolor Fortnight Lily 5 gallon 241 "o.c. 300 LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. VINES 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY, V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall 7 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS), ROTOTIL THE REQUIRED SOIL AMENDMENTS VkDSGAPe 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. LIM 4 CY.NITROGEN STABILIZED SAWDUST 0 r 120 LBS GYPSUM 04 125 LBS GRQ-POWER PLUS ign re 31 o9) Rsnevva Date _ Late °1 OF CN •9 F P ' ' 4 1PER CITY COMMENTS ON 05-29--07 SHEET KEY MAP SCALE: N.T.S. [ ' DESCRIPTION OF REVISION 1 1 ! 4 ! t " " g o.- DAT 1APPROVED I T f R' A I'xil 11 A U% % 1H1 KON I A M rum N[ T U L; SYMBOL LEGEND TRACT 17919 TREES LAN D.0%03CA1r_'%0 E MAI Na 'T E N AN C'E ® 4 [ [' CALL-OUTtoPLANTINU PLANEAST AVE. & MILLER AVE. co SYMBOL DISTRICT NO. 9 underground Service Alert SIZE ( I./ ) _ Q QUANT ITY APPROVED ,® . Call- TOLL FREE PLAN CROSS% REFE0RE`1ff)'j110ES [. SHRUBS CITY ENGINE ZIP Vev RCE No. CA DESIGN ARCHITERRA DESIGN FOR NOTES AND LEGENDS, SEE 1-800 THIS SHEET EA LANDSCAPE ARCHITECTURE SITE PLANNING { CALL-OUT FOR DETAILS, SEE SHEET t i 10221-A TRADEMARK ST. 422 ..4133 SYMBOLSPECIFICATIONS, L-1 [ RANCHO CUCFONGA, CA 91730 SHEET (909),4B,4--2800 AX. ( 09)484-2802 Q I I ' _ TWO 3I Y I TIT I IRRIGATION to 0 —MILLER AVENUE . SEE SHEET L-3 MATCHLINEAA , ra` l -1 1 * + .1 + T + I + + VINE NOTE-. VINES SHOWN FOR GRAPHIC CLARITY.CONTRACTOR TO PLACE VINES 4 N I ON STREET/PUBLIC SIDE OF WALL. + �• NIS W /T-2 _ + T + (V-1 A J3 5 G 1 § 1 + ®7 T- .7 .2 Val + + T REE WELL Gy 7 50 3 0 T"2 5 -2 -6 -5 U) 9: 30 5 1 19 23 23 6 22 I 25 7 + � $� �� -- --- �. /xxx"'mmma - - . � 0 S-7 15 220 + ++ + + + LIMIT k rMM IV 0 cy .2 -7 3 S-2'� ( S-2 ) S-2 .2 117 1fi XMI T-4 S-2 TYP.7 -7 T •EE WELL -7 26 15 2 27 30 —MILLER AVENUE - 1 - - - -. -} 2 - - - - I-- - LIMIT OF WORK LIMIT PLANT LEGEND SYMBOL I .OMMON NAM Ca CQ� IS f�tIANTITY TREES T-1 Eucalyptus polyanthemos Silver Dollar Gum 5 gallon 0'o.c. Standard 21 T-2 Geijera parvitlora Australian Willow 15 gallon 0'o.c. Standard 21 f T-3 Lagerstroemia indica'Catawba' Crape Myrtle 24"box 20'o.c. Standard 11 T-4 Magnolia grandiflora`St.Mary' Southern Magnolia 15 gallon 20'o.c. Standard 25 f 'St Mary' f SHRUBS V-1 0 19 f 8-1 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon 24"o.c. 291 f % 10 L k S-7 > S-2 Trachelos rmum asminoides Star Jasmine 1 gallon 24"o.c. 634 G A�` 100 N UM W/& 5 f S- Pittosporum tobera'Vanegata" Variegated Tobira gallon 3 O.C. , 0 1 S-4 Rhaphiolepis indica'Clara' India Hawthorn gallon 36"O.C. 200 w �' S-5 Hemerocalis'Stella d`oro' Day lily 1 gallon 18"O.C. 618 M 1 r0 S-6 Xylosma conestum'Compacta` Xylosma 5 gallon 36"o.c. 105 Date 71 -7 Dietes bicolor Fortnight Lily 5 gallon 24"O.C. 323 OF CN 25 VINE 0 T- "2 S-2'� < V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall 7 r ► ' ' rl" S-2") 1 1 1 13 m cn -2 -7 22 rS7 1 49 amm I 71 19 A!''ON112010�. *� �,* *� �,.*� �►'a. *� �►'+-. * *^ ,a .:�,.:�,. �. *,- �,�,. .. - .�. �a * .�. ^+. �, �,�.�+N PER CITY T02-26-08 +03/0 /0 .2 'TREE WELL A 3 CONTRACTORS SAFETY NOTE.- SHEET KEY MAP PER CITY COMMENTSDAT 3/31/08 05/19/08 scAL : N.T.S. CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIDES UNTIL THE PRWECT HAS BEEN COMPLETED. " CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT i ` i DESCRIPTION OF REVISION" DATE PRUNED LINE,WARNING CONES,BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. IL I A 1, IT Y o f R A N 0 C M 0 AA L A L L; h U IMULCH NOTE:SYMBOL LEGEND ° CONTRACTOR SHALL INSTALL A 3"LAYER OF CHIPPER MULCH IN ALL TRACT 17919 SHRUB AREAS,1-1/211 IN GROUNDCOVER AREAS. MULCH SHALL BE WOOD. - '{{ ' FIBER MATERIAL AS MADE BY EARTHWORKS,NORCO,CA,(909)538-3321. t _iNOSCAPE MAINTENANCE LA` TREES SUBMIT FOR GITYANSPE MPLE�OR S APPROVAF MATERIAL ILO.R TO PURCHASE AND/OR PLACEMENT EAST R & MILLER AVE. aY r- vlg -- W PLANTING PLAN Underground Service Alert SIZE (ga APPROVED BY- DATE : 7--0 4 11 21I.f X/ } QUANTITY C3 PLAN UHUZ60 REFERENCES - CITY ENGINEE RCE No. Call: TOLL FREE oe, SHRUBS DESIGN ARCHITERRA DESI UP EA LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE SHEET L-8 SITE PLANNING DETAILS,111M800 FOR -1 %r j i 10221-A TRADEMARK ST. LO - SPECIFICATIONS, -1 ..®.N W O'n !...®..i • RANCHO CUCAMONGA,CA 91730EETL-9 422-4133Y • ° (909)484-23Q0 FAX: (909) 4SH —2802 CORRESPONDINGFOR I - � `= PLAN, WORKINGTWO Y Y I QUANco FOR CORRESPONDING IRR.IGATION TITY SEE SHEET L-5 .� m. .,_.�,��w.....�.�''...�_. CHECKED DRAWING . o c�. 0706-5 - U C R3 NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL, 2. STAKES TO BE PLUMB AND PARALLEL FL STAKE TREE PERPENDICULAR STORM DRAIN/ CATCH BASIN TO PREVAILING WIND. UNDERGROUND BCR 1 N UTILITIES W E CURB&GPUTTER,S SIDEWALK,ETC.)HEADER, 5 r MIN. 4"OF COMPACTED WOOD CHIP z SIDEWALK ONE HALF OF SPACING MULCH. UTILITY II LIMIT OF PLANTER AREA REQUIREMENT FINISH SOIL GRADE *gN S.L. TOP TIE TO BE PLACED AS - LOW AS POSSIBLE ON THE 12" FORLYC A T TO FORM 1Q'TRUNK TO ALLOW REE WIND TOP OF STAKES BELOW TERING BASIN. FLEXING OF THE TREE.BUTERE MIN. Ml . NOT O LOW AS TO LOSE N SPECIES GROWTH HABIT PERMITS. 4"WOOD CHIP MULCH. SUPPORT OR ALLOW TOP OF ROOTBALL TO THE HEAD TO DROP, EXTEND 2"ABOVE - NO WOOD CHIP MULCH SHOULD BE 6' CURB AND GUTTER MAIN TRUNK(2FINISH GRADE _ PLACED OR ALLOWED TO REMAIN MI . }S - APARTT,, CINCH DESS SPACED 24"CONVEX SIDE AGAINST TREE FINISH GRADE OVER THE ROOTBALL f �r � � TRUNK.ATTACH WITH GALVANIZED R R SCREWS TO&LODGE POLES. 12 001A.LODGE POLE PINE STAKES 01 WITH WOOD PRESERVATIVE STAIN, SIDEWALK no DRIVE A MINIMUM OF 6"INTO 2 70�F E DRIVE S . • cs�� UNDISTURBED SOIL AND POSITION DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE SHOVEL CUT EDGE COMPACTED APPROACH .L 1® y in STAKES OUTSIDE ROOT BALL. ON CENTER SPACING ON CENTER SPACING NATIVE SOIL ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB 6' 6' CURB AND 6 10' 10 TOP OF ROOTBALL TO EXTEND�' TO FORM COMPACTED 3"BERM ABOVE FINISH GRADE. DISTANCE EQUAL TO THE ON CENTER IN. MIN. GUTTER Mi MIN. TO FARM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER PLANT PIT TO BE((2�TIMES THE PLANT PIT TO BE(2 TIMES THE SPACING E UALT SPECIFIED SHRUB, UNDERGROUND INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO WIDTH OF THE R T BALL. UNLESS SPECIAL CASE AS DESCRIBED STRUCTURE eg. OF PLANT PET.BERMS IN TURF WOOD CHIP MULCH SHOULD BE IN NOTE 4.BELOW. TRANSFORMER VAULT, AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN TO CITY ACCEPTANCE: OVER THE ROOT BALI... NOTES: NOTE: 1.PRIOR TO PURCHASEMLACEMENT OFTHE MULCH,THE CONTRACTOR SHALL NOTES: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND *1, TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. II° ROCKS GREATER THAN 3"' Pli DIAMETER. PLANS:SEE LEGEND FOR SPACING REQUIREMENTS, INTO EDGES AT GROUND COVER AREAS. 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF SIGHT 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ARBOR GUARD IN TURF UNDISTURBED NATIVE SAIL. 2. WHERE PLANTED ADJACENTTO WALLS,WALKS,CURBS OR 3. MAINTAIN 5 FEET FROM CENTER OF TREETQ EDGE OF ALL UNDERGROUND AREAS AND FRONT YARDS. SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR FACILITIES,IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY OQT BALL SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ° NO ROCKS BACKFILL WITH ALLOWED TO REMAIN THERE. OWNED WATER&SEWER LATERAL LINES, NOTES: FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXlMATELY NO KS GREATER � � � THAN 3"DIA. 1.UNTANGLE MATTED 00 S BY LOOSENING ALL ROOTS AT 3. C RE S SHALL N THE FINAL QUANTITIES ® � 5'FROM HCENTER T B TREE AT EITHER SDE RT PROPERTY EINE, c OF ROOT BALL ISO CRACK R BALL OF RANT MAT ALS,PLANT QUANT INDICATED ON o LEGEND ARE ESTIMATES ONLY, req 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE NATIVE SOIL UNDISTURBED ENGINEERING DIVISION. Q o 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 0 w ��' ® SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO ® c� 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. 0 STANDARD PLANS. CITY OF RANCHO CUCAMONGA, R® t rn toi ' APPROVED BY: F �. N CACITY OF RANCHO CUCAMONGA,LIFORNIA .. o� CALIFORNIADOUBLE STAKED TREE QTADARD PIN APPROVED BY: I 7 CALIFORNIA +! STANDARD PLAN APPROVED BY: STANDARD PLAN �" APPROVED BY: I TY OF RANCHO CUCAMONGA, CALIFORNIA BOX 502 w SEACI QMULCH ` STAPIDARD PLAN APPROVED BY: STANDARD PIAN _� Lu w CITY ENGINEER DATE USE+ATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > CITY EPlGNEER fIdTREE PLACEMENT R.CE. 24953 SHEET 1 OF 1 � DATE US._WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER > 509 [i t R.C.E. 24953 SHEET 1 OF 1 DATE USE WITH STAKWO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LW CITY ENGINEER DATE USE WITH STANDARD SPECIFlCATtOPtS FOR PUBLIC WORKS CONSTRUCTION .R.C.E. BEET 1 OF 1 ,R CE-- SHEET 1 OF 1 Lu CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION imam,MR% TREE PLANTING WHRUB PLANT[-NG ..;-- •, TY R.C.E. .. -."---�'"--.�.�.s...®.-�,.•M ....n._._-..m.,.,._r.,. ....__---,-..._......_,.... _ ,,.:... .. _ _ -«.._...._,_,..SNEET10F1 ......,- SCALE:MOONS SIMM1111RUB SPACINGNI'llillllill M DUE LC Otis LANS TREE PLACEMENT SCALE: N.T.S. N.T.S. SCALE' IN / : N.T.S. SCAL : N.T.S. RC#501 CAL : SCALE: CAP urn CO a� 41 Igna u s 7 1-08 en!V(0 016 f to ,�► Date OF CNT 1.� PER CITY COMMENTS ON 0 DATE APPROVE® AVE.C I T "wTh' 0- f R A H U C U ufm% A M 06% N U A ThAUT '1879-19 LANDSCAPE MAIN ImENANCE EAZ'O'5%T AVE. DESIGNPUNNTING DETAILS APPROVED ElY.- a D A T E - 7---g I UP DED EA ITECTURE SITE PLANNING SCALE: SCALE: 10621 CHURCH STREET,SUITE 106 SCALE* AL RANCHO CUCAMONGA,CA 91730 SHEET A (909),484-28(* FAX: (9 09)484-2802 CHECKED RLA • 2834 DRAWING . J�� DATE 0 /1 7 o. _ L 11 �'ll, SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. I d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x I I"rectangular box for all electric control vaIves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or PARTJ---GENERAL e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. 1.01 DESCRIPTION and shall be the maximum size which the controller door will allow. I Drawings when it is obviously inadequate,without bringing this to 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use I 0"x 10-114"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. 4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. r' A. Scope of Work. Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the within on-structure landscaped areas. Carson Industries No.910-12B and/or concrete is necessary,it shall be done and replaced by the necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping. with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break & Upon completion of each phase of work,the entire system shall be Drawings and described herein. when reduced. sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete ty 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints,when installed in planting areas. paving. 3.07 MAINTENANCE B. Standards: All work and materials shall comply with governing codes,safe I. Non-pressure buried lateral line piping shall be PVC Schedule 40 orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. I. All sprinkler heads shall be of the same size,type,and deliver the the Standard Specifications For Public Works Construction(Green Book)latest same rate of precipitation with the diameter(or radius)of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets edition. 1 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. A. The entire irrigation system shall be under full automatic operation for a 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions, period of seven(7)days prior to any planting. 1.02 QUALITY ASSURANCE&REQUIREMENTS mils.sealed between two pieces of plastic,each piece being a minimum 20 3. Pipe shall be made from NSF approved,Type I,Grade 11 PVC 2. Spray heads shall have a screw adjustment. D. Assemblies I: B. The City of Rancho Cucamonga reserves the right to waive or shorten the A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field compound conforming to ASTM resin specification D1784. AJI pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is operation period. permits and all observations as required. observation of the irric,ation system. must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEAN-UP Z., with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals; I Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be followed in all cases where the manufacturers of articles used in this 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its Contract furnish directions covering points not shown in the Drawings and I. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as Specifications. calendar days prior to completion of construction, set forth in section 2.0113 of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified.herein in accordance with respective original condition. I three rin-binders containing the following information: C. Ordinances and Regulations: All local,municipal and state laws,and rules 0 D. Brass Pipe and Fittings: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and 0. Sleeving: specific items required to complete work,perform such work in accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe I. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforniing to Federal Specification#WW-P-351. Cucamonga at time of final observation. Any items deemed not acceptable by these Specifications shall not be construed to conflict with any of the above manufactures local representatives, or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction - rules, regulations,or requirements of the same,However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - 4. PVC pipe and fittings shall he thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga. Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding construction of a better quality,higher standard,or larger size than is C. Guarantee statement. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the I required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as Specifications and Drawings shall take precedence.. major equipment. I- Pipe: Type K,hard tempered. Drawings and Irrigation Detail sheet. 5. On PVC to metal connections,the Contractor shall work the metal required before final site observation can occur. D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,provide 2. A backboard shall be secured to the controller enclosure housing to connections first- Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light 1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to - offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver,15%copper, 3. A 117 volt duplex box shall be provided with an OnlOff switch,and a pipe may be solvent welded. shall carefully investigate the structural and finished conditions rendered. the time indicated: affecting all of his work and plan his work accordingly,furnished 16%zinc,24%cadmium,solidus at 1125*F,and liquidus at 1145'F. 1 17 volt receptacle. Metal conduit shall run from the 117 volt supply such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: to the controller housing. All power within the housing shall be E. Line Clearance: 1. Pie-Job Conference-7 days I � Drawings are generally diagrammatic and indicative of the work to be properly phased. installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(I 1/2"and smaller) 1. All lines shall have a minimum clearance of six(6)inches from each 1 Pressure supply line installation-24 hours conflicts between the irrigation system,planting and architectural 0 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (I 2)inches from lines of other trades,with the features. a. Two,(2)sets of special tools required for removing, points of connection of all appropriate wiring(station valves,master exception of the control wire sleeve(s)which shall be installed 3. Lateral line and sprinkler installation-24 hours disassembling and adjusting each type of sprinkler and valve a. Ball valves shall be a 125 lb SW`P bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed 2. All work called for on the Drawings by notes or details such be supplied on this project. ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment: specifications. . C. Two(2)keys for each automatic controller. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and larger) 1. Refer to the Irrigation Plans for sizes and types of miscellaneous 1 3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick irrigation equipment. 1. In-stall as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours shown on the Drawings when it is obvious in.the.field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and be connected to controller in numerical sequence as shown on the obstructions,grade differences,or discrepancies in area dimensions 2. All miscellaneous irrigation equipment shall be as specified or Drawings, 7. Coverage test-48 hours exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at equipped with a 2"operating nut, approved equal. ght to the attention of the the conclusion of the project, Before.final observation can occur, G. High Voltage Wiring for Automatic Controller: 8. Final observation-7 days obstructions or differences should be broug b. Resilient Wedge Gate valves shall be No.403 RT-RW as City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the supplied by Watts or approved equal. 2W-CMT10X performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho revision necessary. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves: 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. I Cucamonga,show evidence in writing of when and bywhom these observations were made. A. All scaled dimensions are approximate, The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union I A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observationswill commence without"As-Built"record drawings. The working pressure of 150 P.S.I. I A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All prior to proceeding with work under this Section. contractor shall not call for a site visit without"As-Built"record drawings, PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key H. Remote Control Valves: without completing previously noted corrections,or without preparing the 1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. � B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. processes specified 1)),name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow � CONCRETE SPECIFICATIONS substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping, H. Backflow Prevention Units: his operations or neglect. Check existing utilities drawings for existing utility at least twelve(12)inches between adjacent valve boxes. Install each City of Rancho Cucamonga. 1.05 SUBSTITUTIONS locations. remote control valve in a separate valve box. P-ARTLIElEhIERAL 2. Complete material list shall be submitted prior to performing any I. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be 1. Flushing of System: 1.01 Description . work Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and For concrete information refer to the Standard Specifications for Public Works manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga is a guide to proper submittal format: tn 2. Wye strainers at backilow prevention units shall have a bronzed connected,all necessary diversion work has been completed,and Construction(Green Boolc- Edition per the City of Rancho Cucamonga). Refer to for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valvesshall be Sections 4,201,303,and 400,as well as any other sections related to the installation, #I 0013 or approved equal. safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. per and post installation of concrete work,materials,labor,and clean-up. The Item No. Description Manufacturer Model No. I- Provide a statement indicating the reason for making the substitution. Standard Specifications for Public Works Construction is available from: I Back-flow Preventer Febco 825-Y-BV Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION � 2. Sprinkler heads shall be installed only after flushing of the system 2. Provide descriptive catalog literature,performance charts and flow the backflow preventer shall be installed as required by local code, has been accomplished to the complete satisfaction of the city of BI Building News � 2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. The Contractor shall verify with the local governing body as to A. Physical layout: Rancho Cucamonga. 305S Overland Avenue I I material type and installation procedures prior to start of Los Angeles,CA 90034 3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: (310)202-7775 4 Etc. Etc. Etc. approved. 1. Check Valves: supply linm routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 1.02 Scope 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects B. The City of Rancho Cucamonga shall have the sole responsibility in accepting I Z�l 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. to those itemized. Furnish and install all concrete work complete as indicated on the drawings or as Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc specified,including,but not limited to the following: listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51D,Class A, B. Water Supply: 2. Spacing of heads shall not exceed the maximum indicated on the boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type IV. Drawings. In no case shall the spacing exceed the maximum A. Furnish and set all reinforcing steel,bolts,and anchors. � required as submittal information. 1.06 GUARANTEE I. The irrigation system shall be connected to water supply point(s)of recommended by the manufacturer. � 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. B. Install all items required by other trades which are to be cast into concrete. 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet- Internal parts shall be stainless steel Zn 3.04 TEMPORARY REPAIRS of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall he made at the approximate location(s)shown on C. Concrete mow strips,footings for walls,fencing,posts,beriches,etc.,where may be required to remove such materials from the site at his own these Specifications shall be filed%ith the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes The City reserves the riot to make temporary repairs as necessary to keep the applicable. expense. irrigation system. the Valcon"A DV"or approved equal. caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and City shall not relieve the Contractor of his responsibilities under the terms of the 1.03 Protection J. Control Wifin-: C. Electrical Supply: guarantee as herein specified. product or products apparently meet the requirements of the maintenance manual. t�- All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Drawings and Specifications on the basis of the information or I. Except as noted otherwise,connections between the automatic I. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the place and remove all of his own barricades. Contractor shall be responsible for any 5. Manufacturer's warranties shall not relieve the Contractor of his shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all damage to new construction and replacement or repair of the work shall be made liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two without added cost to the City. supplement the guarantee. solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s)shown on (2)inch and larger roots occur shall be done by hand. All roots two(2)inches and � We hereby guarantee that the irrigation system we have furnished and installed is automatic controller. Common Wftg,SIMI be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit,shall be tunneled 1.04 Clean-up I 't. Install in accor nee th color striPe for each automatic 66htrofte da wi by actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive - B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specificatim and wire chart, In no ease shall drying. Where a ditching machine is ran close to trees having roots,smaller than two Upon completion of all concrete work and before final acceptance,the Contractor shall accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION (2)inches in diameter,the wall of the trench adjacent to the tree shall be hand remove all tools,surplus materials,apparatus,debris,etc.from the site and the site 1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall shall be left in a clean,neat condition acceptable to the City. set of blueline ozalid prints which shall be corrected daily,showing workmanship,which may develop during the period of one year from date.of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be ,i!!,!!:: every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. � closed within twenty-four(24)hours;and where this is not possible,the side of the , 1; I CA PIZ, exact installed locations,sizes,and kinds of equipment. Prints,for this replacing of such defects at no additional costs to the City. We shall make such I. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas,. ti,kk 1,i *V *Utntv/ 4 - purpose may be obtained from the City of Rancho Cucamonga at cost repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench, Lay pipe to an even grade. Trenching excavation shall follow I 0 This set of drawings shall be kept on the site and shall be used only receipt of written notice.. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings'and as noted. 3.06 FIELD QUALITY CONTROL as a record set. CO 0 replacements within a reasonable time after receipt of written notice from the City,we .klk 44 1�3 authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3)feet of each 2. Provide for a minimum of twenty-four(24)inches cover for all A. Adjustment of the System: 0 C-) (P ra � = ii ..,� ca .Q 2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paying or hardscaping. , - q , drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of I. The Contractor shall flush and adjust all sprinkler heads for g ure i � work as actually installed. For example,should a piece of equipment PROJECT: . - -+ 31-015'. � - , � be installed in a location that does not match the plan,the Contractor repair,the valve bonnet may be brought to the surface without 3. Provide for a nrinimum of twenty-four(24)inches cover for alI optimum performance and to prevent overspray onto walks, ReMral Date must indicate that equipment has been relocated in a graphic LOCATION: disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3)inches or larger in diameter. roadways,and buildings as much as possible, tp -Q-Cj2 !7 2M-00- -It, �� - manner so as to match the original symbols as indicated in the in trench without stress or stretching wire conductors. 2. If it is determined that adjustments in the irrigation equipment will 0A I 11�: Date ^ irrigation legend. The relocated equipment and dimensions will SIGNED: 4. Provide for a minimum of eighteen(18)inches cover for all pressure provide proper and more adequate coverage,the Contractor shall P then be transferred to the original record drawing plan at the proper S. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 1/2")inches or smaller OF CN t., time. ADDRESSED: Packs,Rainbird Snap-Tite wire connectors.,or approved equal. Make make such adjustments prior to planting. Adjustments may also only one splice with each connector seating pack. 5. Provide for a mi nimum of twelve(I 2)inches for all non-pressure include changes in nozzle sizes and degrees of are as required. 3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control lines. all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8)inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be - similar mylar material. Arrangements shall be made through the city PART-2---PI1-0D-UCT8 Rancho Cucamonga. wiring. accomplished within ten(I 0)days afternotification,by the City. for obtaining said sepia mylar or similar mylar material. All work shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets 4. All sprinkler heads shall be set perpendicular to finished grades wMiAlimon"I - -10100 i I ---------- 111010 technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads. unless otherwise designated on the Drawings. shall be similar to those manufactured by Rapidograph, Kiieffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall be of size and type shown on the -111111, ----- ----- Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: 5. Rain Bird EFB-CPPRS valves will be set per manufacturers readable even on the final controller chart(see Section C). The specification so that each lateral operates at design pressure. D E S' C R I P" T I 0"11 N 0't F R E V IS I 0 IN' original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s)shall be approved by the City 1. The trenches shall not be backfilled until all required tests are DATE APPROVED g proval prior to the completion of the B. Testing of Irrigation System: INJ down% controller chart. I. Pressure main line piping for sizes 2"and larger shall be PVC Class of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated I I b A ' . 315. materials approved for backfilling,consisting of earth,loam,sandy I. The Contractor shall request the presence of the City of Rancho Cm% I T Y o f H' A N C H 0 CUCAMO A 4. The Contractor shall dimension from two(2)permanent points of 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. reference,such as building comers,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde 1, to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All final electrical hook-up shall be the responsibility of the Contractor. areas to txlry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per T R MOD T 1 7919 pope must meet requirements as set forth in Federal Specification PS - areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight- im L. Electric Control Valves: areas,humps or other surface irregularities. =1 WX a, Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld I LANDSCP PE MAINTENANCE b. Connection to existing electrical power. Pipe). I 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. Note: Testing of pressure main lines shall occur prior to I I F-4 ` 'E, c. Gate valves. installation of the electric control valves. 1-1 A d.Routing of sprinkler pressure lines(dimension max. 100, 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC the Drawings. No foreign matter larger than one-half(1/2)inch in size will be EM`iT AVE. & MILLEr . V along routing). Schedule 40 with solvent,welded joints. permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic ` r D6 1ZS%T RIC`T N". 9 c. Sprinkler control valves. 2. All electric control valves shall have a manual flow adjustment- 3. Flooding of trenches will be permitted only with approval of the City pressure of 150 pounds per square inch and proven watertight prior U f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. to paving. I It N - r I P% " PVC compound conforming to ASTM resin specification D1785. All I I ""% pipe must meet requirements as set forth in Federal Specification PS - valve. 4. Sustain pressure in lines for not less than six(6)hours. If leaks " 'N h. Stub-outs for future connections. W 'kA u & Quick coupling valves. RPM`I G"ATI"N SPEL`;1 F Cow TIA i. Other related equipment as directed by the City of Rancho 21-70. 4. If settlement occurs and subsequent adjustments in pipe,valves, develop,replace joints and repeat test until entire system is proven 1%I .of- =111=11 ,, Cucamonga. M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, watertight. H Y, P DATE - 7-0-06 5. PVC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved the Contractor shall make all required adjustments without cost to the .ej On or before the date of the final field observation,the Contractor 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries City. F *% 11 RC - �46�,, 40'� , 5. conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension 5. All hydrostatic tests shall be made only in the presence ofthe CIT N'G I N'E E Re t e 9;Fs L No --- - shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6)inches. C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga. ",No pipe shall 10, --- --ARCH 1�I I TERRA DESIGN GROUP Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings be backfilled until it has been observed,tested,and approved in DESIGN = rm shall be of type and installation methods prescribed by the 1. Trenches located under areas where paving,asphaltic concrete,or writing. SITE PLANNING - Contractor of the responsibility of furnishing required info ation 2. Use 9-1/2"x 16"x I I"rectangular box for all electric control valves. - EA LANDSCAPE ARCHITECTURE lmw,� that may be omitted from the prints. manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four 10621 CHURCH STREE,SUITE 106 r equal. (4)inches below the pipe and six (6)inches above the pipe)and 6. Furnish necessary force pump and all other test equipment. DRAWN RANCHO CUCAMONGA,CA 91730 SHEET -A -A C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical 7. When the irrigation system is completed,perform a coverage test in EA - (909)484-2800 FAX� (909)484-2802 L-1 1 1. As-builts drawings shall be approved by the City of Rancho a. Manufacturer's name 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the ----- - coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be &I Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED RLA No. 2 8 3-4 DRAWIN(3 NO. ------ --- ,I'l, I 1111s I 111,11- ---- I li�ill 11111111111,1�I I�I ill'i'�l�ill.ii 111E11111 C. Schedule or class I all materials and perform all work required to correct any . I - -----� - -- No. 0--5- N� ..-1 11.1 PR exE cor s H re s,Ir, Z 3 op -iL. �, I ., I I -.--.-,�---,--..��,�...--...--.��--�,,�--�---- 11 I I'll -1111 I I'll, 11 ''I --1-1----- -- -11----11111-,,-I,,,,,-,,--, ,�--l"-�-1-�1-111-1--ll-,--,---I ----11 -11,11,1111-11,111,11 I "I'l-1-11,11-11-111--------"", -, "'I 11 I I , 11 I 11 ----,.------l � PLANTING SPECIFICATIONS PART_L-_GF,NERAL PART 2-EXECUTION 1.01 Scope of Work: C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: 2.01 Protection: good horticulture practices and shall be of the size and caliper normally Keep all plant material delivered to site in a healthy condition for planting. Plants associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is'responsible for the erection of all signs and barriers Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. necessary for completing all work as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants approval of the Landscape Architect or City. material D. All plant material delivered to the site showing signs of damage or disease or B. No material or methods shall affect the landscape planting or hydroseed implied,or as delineated in the Specifications as follows, shall have root ball covered with moist sawdust,wood chips or other suitable mate 1.02 Standards: until planting. germination. No material or method shall reader the job site unusable.for is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. All work and materials shall comply with governing codes,safety orders,standards, 2.02 Installation: accepted and will be replaced at Contractor's expense. 6.05 Non-Selective Herbicides: and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor E. Sizes-of Banta -Shall be as stated on the Plan. Container stock(1-gallon,5 For Public Works Construction(Green Book)latest edition. and approved by tgallon,and 15-gallon)shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as he Landscape Architect and City prior to planting. 1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. year,but not over two(2)years, recommended by the Pest Control Advisor) shrubs using the following mixture: Substhutions -Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides: A. All Contractors performing Site Development work,must be licensed in accordance with the laws of the State of California. provided the substitute materials are approved in advance by the City,and Native,On-Site Soil with rock no greater than 3"in diameter are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures(as recommended by B. Contractor shall provide the Landscape Architect and the City with a list of Gro Power Plus,5-3-1 15 lbs/cy all substitute plant materials shall conform to the requirements of these the Pest Control Advisor) Subcontractors and Material Suppliers expected to be employed during the Iron Sulfate 2 lbs/cy specifications. 6.07 Weed Eradication: course of construction, (To be used for bidding purposes only,verify with Agronomic Soils Test.) G. PludsNat.Approy-ed -Plants not approved are to be removed from site C. Contractor shall obtain and keep in force Public Liability and Property immediately and replaced with suitable plants. The City reserves the right to If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in Damage Insurance,during entire course of the Construction Contract. The After backfilling'construct a 3"earthen berm to form watering basin around each reject entire lots of plants represented by defected samples, the planting areas will require control prior to removal,spray these areas per Pest amount of insurance shall be determined by City. plant,to allow thorough water-in and establishment. Control Advisor's recommendations. H. Stake all trees,as per details immediately after planting to prevent wind damage. A. Prior to the installation of the irrigation system remove and clear all weeds D. Prior to start of site development work,the Contractor shall notify the Prior to installation of turf and ground cover,remove water basins from around trees ?,.� City to give starting and completion dates. and deleterious materials from planting areas. Landscape Architect and Cit7 and shrubs. Berms in turf areas to be removed prior to City acceptance. L Plant trees that are to be located in lawn or ground cover areas after finish Contractor shall also supply the Landscape Architect and City with the namePART� grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering I"-2"below the surface of the soil. Physically remove all weeds from the site, of trees. All planting holes shall be excavated as defined on appropriate 1.04 Responsibilities and Coordination: 3.01 Scope of Work: p tl details, P A]?,Z 7 L11111 1 :1�D.S.CAM I MIN�� A Permits: The Contractor shall obtain and pay for all permits and inspections A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Worlc required by governing authorities for the work to be performed. incidental to the sail preparation and finish grading of all planting and lawn areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing B. Existing Conditions: The Contractor shall verify all conditions and specifications, all maintenance requirements as reasonably implied or as delineated in the dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if 4.04 Trees Stakes: specifications including,but not limited to the following: work under this contract. The Contractor shall verify the location and depth required. of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas. C. Cleaning and finish grading of planters areas and planting areas. further information. Keep planted areas free of weeds and debris. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Prune trees and shrubs. for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: Fertilized all plants and planted areas. by him for the construction of the project. Temporary services shall be Irrigation. coordinated with the City and other contractors on the job site. 9� A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5.01 Scope of Work:- Insecticide spraying. D. Survey,Reference Points,and Elevations: The Contractor is responsible for 7.02 Fertilizers: establishing,,,all surveys,reference points and elevations required by him,and B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and shown on plans for proper execution of site construction. shall be sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plans,as than 15%by weight. The boron content of this soil shall be no greater than Ireasonably implied,or delineated in the specifications. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 E. Traffic: The Contractor is responsible for all temporary traffic barriers and part per million as measured on the saturation extract. The sodium Gro-Power Controlled Release Nitrogen,as designated herein,or approved detours required by him for the construction of the project. All temporary absorption ratio(SAB}shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants. substitute as required by the Agronomic soils report. Available from Gro In order to ensure conformance,samples of the imported soil shall be traffic barriers and detours shall conform to all conditions required by the Power(909)393-3744� submitted to an City or governing authorities. agronomic soils testing laboratory,approved by the project Perennials and Annuals: Provide healthy container grown plants from a recognized B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 1.05 Defective and Unauthorized Work: to City for approval. Soil test to include analysis and recommendations. 24%sulfur and shall be registered as an agricultural miner,with the State 5.03 Ground Cover Department of Agriculture in compliance with Article 2-"Fertilizer Materials," All work which is determined by inspection to be defective in its construction or 3.03 Soil Amendments: Section 1030 of the Agricultural Code. Ground Cover: Provide ground cover of the species shown on plans. Ground cover deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. 7.03 General: or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor acceptable to the Landscape Architect and City. 5.04 Mulch: Maintenance shall start immediately after landscape irrigation and planting. 1.06 Inspections: 3.04 Soil Preparation: All work on irrigation system shall be complete and inspected for recommended Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: during the progress of the work,and continue to maintain them until final acceptance and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work of total project. Replace any dead or dying plants as directed by the Landscape noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for Architect and City representative. the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a irrigation Rough Gradin- tilling or cross rippin,,,to a depth of 12". All rock and debris more than 2"in sheltered location protected from the sun,wind and other damaging A. Irrigation: Operate irrig on system on an established program to mitintain _1 diameter shall be removed from the site,except for areas that are to be sodded, in elements• all plants and planted areas in a healthy condition. Irrigation system run-off Drain Lines and Catch Basins, which all rock and debris more than 1"in diameter shall be removed. shall be kept to a minimum. Damage to irrigation system resulting from Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs maintenance and equipment and/or maintenance personnel,shall be Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 60, installed prior to bedding plants and ground cover planting. restored to its original condition at no cost to the City. Failure of any part of Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" the irrigation system shall be brought to the attention of the City. No repairs Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: 5.06 Installation: other than emergency repairs shall be accomplished without written -7 Days. permission from the City. Final Inspection(after maintenance period)-7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal, Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris bcultivating The contractor shall arrange a Preconstruction job conference with the Landscape 200 lbs.of Gro-Power or approved equal. y are-as at intervals not to exceed 10 calendar days. Architect and City a minimum of seven(7)days prior to the beginning work Each plant shall be planted with its proportionate amount of soil so as to minimize The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when bidding purpose,because soil conditions may change drastically from the time these removing plants from container. The Contractor may elect to remove such concentrations of weeds manually or by an 1.07 Guaranties: 7 specifications were developed to the time the actual soil conditioning take place, approved herbicide program. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4�'layer of mulch material shall be spread over the entire shall be guaranteed from date of final acceptance of landscape construction program and as may become necessary thereafter by an approved method of approved Agronomic soils testing laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after for periods as follows: C, pest control,to keep all plants and planted areas free of insects and disease. Architect and City. Copies of the soil test to be provided during the -co ruction mulching.(Grading shall accommodate the mulch) job conference. Method shall be reviewed by the City prior to any applications. Pest Control Trees 24"box&larger 1 year 5.07 Protection: shall include Rodent control. C A Pt Trees 15 gal.&smaller I year t� 3.05 Finish Grading,- 4 Shrubs All sizes I *UM IV/, 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to D. Pruning; Prune all plants as designated and directed by Landscape Architect, Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. at start of maintenance program and continue to prune plants as directed or Bedding Plant 120 days as may become necessary until the end of the maintenance prograni. W `�3 t' planting. All flow lines shall be maintained and proper tolerances shall be met after d) M Lawn(sod) 0 120 days settlement at the end of the project maintenance period. PART_6_-_MTXJ)_ABATEMENT_ Lawn(seed) 120 days from first mowing Remove trash weekly. Edge ground cover to keep in bounds and trim top ign urn® Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work. growth as necessary to achieve and overall even appearance. Exterminate Guarantees begin after the project acceptance by City and at the end of the grade change. gophers and motes;repair damage. ITV e 180-day maintenance period. Landscape Contractor shall replace and plant all materials which have died within the time span stated above,at no cost 3.06 Coordination: Provide all material,equipment,and labor necessary to perform all work as indicated I!A RZA_-ACCEPTANCEDX_P�� e� Date and within 5 days from receiving written notice from the Landscape Architect on plans,as reasonably implied,and as delineated in the specifications. or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance: Rol General: OF C lNk period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting (See Weed Abatement Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped areas is required p B. Construction Materials: The contractor shall guarantee all workmanship and PART-4-.TREES AND HLUBS California as a Pest Control Operator and a Pest Control Advisor in addition to prior to final acceptance of the work by the City. The any subcontractor licenses that are required. Commencement date for the maintenance period shall commence upon written materials for all site development,for a period of one year from date of final approval for all phases of planting installation by the City Public Works Inspector. acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local Maintenance period shall be adequate to verify plant characteristics and 1.08 Material and Labor Releases: Regulations. establishment. Provide all material,equipment,and labor necessary to install all trees and shrubs as shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: A. Two inspections shall be made that affect the establishment period: The first Upon completion of the work,the Contractor shall present to the City,signed copies of after all plantings have been completely installed in order to approve the ft I all labor and materials releases for all work performed under Site Development. 4.02 Products beginning of the establishment period,and the second at the end of the DES CR IPT101\J 0 F R E "vl I S 10"' N t ) 10 1.09 Disposal and Clean-up: establishment period. If plantings are not acceptable at the end of the 180 DATE A OVE - PPRD A. Nomendature -Plant names indicated on the drawings conform the"Standard Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment until U Plant Names"established b the American Joint Committee on Horticulture. submit to the Landscape Architect/City a list of the weed control materials and all work meets with the Specifications and can be approved. I T Y o f RANUM C U 't A M U080N A as unacceptable Remove all waste materials(including excavated material classified, y quantities per acre intended for use in controlling the weed types prevalent and soil material),trash and debris generated or encountered during the course of Except for names covered therein,the established custom of the nursery is B. At termination of establishment period all plant material shall be live, landscape construction,and legally dispose of it. During the course of the work, followed. expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor remove surplus materials from the site and leave premises in a neat and clean shall furnish the Landscape Contractor and Landscape Architect and City data to healthy,undamaged,and free of infestation. Inferior plantings shall be T AC N;T 17919 B. Condition -Plants shall be symmetrical,typical for variety and species,sound, demonstrate the compatibility of the weed control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of A C A condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall as be intended planting and seed varieties present- work will be made. All areshall be neatly raked and free of weeds, D" " NCE completion of work,leaving the premises neat and clean. The site shall cleaned have healthy,normal root systems,well-filling their container,buy not to the LAIN b APE MAINTENA upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no case shall trees be topped. EIAOT ® C^.A. E. rD*1Z03hTrH-`1C";`T Nuo"". 9 Jr 2 r, I M A u-urqoTRUCTION AINIU PLANTINIG' A APPROVED BY: DATE: C I T Y E IN'G I Irt-E E h DESIGN ARCHITERRA DESIGN GROUP IE119W= EA LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET (909)484--2800 FAX: (909)484-2802 N J J EA L-1 2 DESIGN EA C C C HECKED RLA No. 2834 DRAWING O- CJ r RC DATE 04/ /w JOB 1\jo. 0706-5 2200-L PROVE G-r s#4Ff."r P