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HomeMy WebLinkAbout1425-L DEVELOPER / OWNER CITY OF RANCHO CUCAMONGA LANDSCAPE ARCHITECTURAL PLANS MILLIKFN A. .VFNUF UNDFRP,- - 10500 CIVIC CENTER DRIVE . 6TH STREET TO JERSEY BLVD . RANCHO CUCAMONGA, CALIFORNIA RANCHO CUCAMONGA., CALIFORNIA LANDSCAPE MAINTENANCE DISTRICT NO . 3 VICINITY MAP GENERAL NOTES SHEET INDEX 1 . AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER p.A �" •n• "r"'�sF" LN ) n � PRIOR TO COMMENCING ANY WORK. X COVER SHEET C- 1 CONSTRUCTION PLAN Ass- lit 2. ALL WORT( SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND _oiLA.O A�fo I, . ,Ofr •1 _ : �-- 1 - THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. C-2 CONSTRUCTION PLAN ;;� s _ „. ,• 3. ,. GI 3. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL I- 1 IRRIGATION PLAN } + L�- a':.`. "i BE FURNISHED TO THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS "� Vii`��.,:, �- .%k•a � Ai I,,vaa FROM SUCH A REPORT SHALL SUPERSEDE SOIL AMENDMENT RECOMMENDATIONS I-2 IRRIGATION PLAN "'�':..�.,,:. �' � �}.p..'�. ...•,. r J ,., SHOWN ON THE PLANS. T- 1 TREE PLANTING PLAN �E 5� - -- rrcrov,i s.r�iwnc �.I _ - «ESA -- - r 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF ONE w ; � •� �� S"r PROJECT SITE HUNDRED AND EIGHTY ( 180) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE T-2 TREE PLANTING PLAN - F .� _ FOOTHILL BLVD OF THE WORK BY THE CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, S- 1 SHRUB PLANTING PLAN ,a \, �: .� IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW THE GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR lit lI iy " K• '� t % y PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, S-2 SHRUB PLANTING PLAN -V'Ws f:. ' ° '" -c `'f "* E'"- REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE i eQ IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. D- 1 CONSTRUCTION DETAILS r Y�^ COMMENCEMENT DATE FOR THE MAINTENANCE PRIOR SHALL BE APPROVED IN nac - • ' - #, - > ""` CUCAMONGA ROUT ToITIN VEItI YY THE CITY PLANT CHARACTERITSOTICSAANDEESTABLISHMENTCE PERIOD � BE ADEQUATE D-2 CONSTRUCTION DETAILS D-3 STRUCTURAL DETAILS ia,•.." - , - �� uEACH CONTROLLER.ONE CONTROLLER CHART JERSEYS BLVD ° 5. CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE DOOR WILL D-4 IRRIGATION DETAILS ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. l< THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. D-5 IRRIGATION PRESSURE CALCULATIONS HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN R ` I D-6 PLANTING DETAILS • .,,,;,, .�^�,. _, �` VEwKr.• o�„w THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT I 4 S' I ,� {j READABLE WHEN REDUCED. THE CHART SHALL BE A BLACKLINE PRINT, AND � yet �+ s,r.si , "�� A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FOR Z <I Ja i EACH STATION.WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO 6TH .ra Q o;-. _ ;, _ W » PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MIL. THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. off' ; _ re o THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL J nl ai(11.IT ,. ACCEPTANCE BY THE CITY. m 6. 8” WIDE X 6" DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BE'T'WEEN ALL • a i ``^^ - F'",.w+- i SHRUB/GROUND COVER AREAS AND TURF AREAS. MOWSTRIPS SHALT. ALSO BE +•oc �- .o,ao 47H ! ST PROVIDED BENEATH METAL FENCING AND WHERE CITY MAINTAINED AREAS ARE ONTARIO ADJACENT TO PRIVATELY MAINTAINED AREAS. 7 . SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK MAINTENANCE RESPONSIBILITY MAP FIELDTCONDITIBONSAAS APPROVED IN THE EBDY ATHEAPUBLIC D ORKSAS CINSPEYCTOORTO M D CONSULTANTS PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. � 9. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY RJM ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL --- - - -- - - DESIGN GROUP INC. BARRIERS. PRIOR TO BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL � - - �IIKEN AA NUE HAVE CITY INSPECT ROOT BARRIER INSTALLATION. Pt ANNIN(, ANI) LANI)SCAPE ARCHITFCTURF, — -- -- T` - - --- 10. NO TREES SHALL BE PLANTED WITHIN 3 FEET OF CURBS. �•u 27285 LAS R 4%161 A\,WITF 2%.MI%M0%\IFJO .( A 92691 OW 582 7Su 11 T TO BE LOCATED TEN FEET FROM ANY STREET LIGHT, POWER - ---- - I �=--------- -- - - ----- ALL TREES ARE 3 I POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE rr:e4 APPROACH, FIRE HYDRANT, UNDERGROUND STRUCTURE ( I .E. , CATCH BASINS, ��� `1 I I �K VAULTS) , AND SEWER LATERAL OR CLEAN-OUT; AND THREE FEET FROM ANY WATER METER OR SEWER LINE. ASSOCIATED IAIiI(iATION CONSULTANTS � 12. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: 1014 BEPULVEDA BLVD. LOS ANGELES CALIFORNIA *--------- --- -- ---- --- -,--- - - s * SIDEWALK MAXIMUM 8.3% BOOZd TILL. I/O.(Z1i)477-OOZE1 FAX MO. (11S)4TT-ZS13 -` --_�--- ---=s=----__-�=T --- -- 7 - :' • MAXIMUM SLOPES IN TURF AREAS 5:1 -- — - `- • MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 4: 1 bII KEN AVEN.� w MAXIMUM SLOPES IN GROUNDCOVER AREAS BEHIND SIDEWALK 3: 1 >: _ k �T - - • MAXIMUM GRADE CROSSING @ EQUESTRIAN TRAIL 2.4 a I 4 11'11 ------ --- _• --- - _ __-r . F �� LANDSCAPE QUANTITIES ` `CA0 REVISION TO LIMIT OF WORK. G 9� N1E'ri�o1,INK- J — .1.1.69 3-23-Cf4 0us" o TOTALS MEDIANS PARKWAY 9PhaseLo s ,z � � © /�I�trnl�nk 2 S'h��� . � � �b TOTAL ACRES IN RIGHT-OF-WAY 4.747 0.851 3.8 96 CITI -- '- TOTAL S.F. CITY MAINTAINED AREA IS9,425S.F. 19,711 S.F. 1691714 S.F. �� DESCRIPTION OF REVISION DATE ��►Rovto. _ ^ ` 8 TOTAL ACRES CITY MAINTAINED AREA 4.349 .4 3.896 z �' _ y' 0 53 cz. CITY OR RANCHO CUCAMONGA ft ETA s' —`T: # �u..:: 7 TOTAL TREES IN R.O.W. BY SIZE 450 64 386 - � � 24" BOX III 37 74 MILLIK•EN MEDIAN UNDERPASS 1 ' 36" BOX 67 27 40 TOTAL SHRUBS IN R.O.W. BY SIZE 12,115 3943 8172 COVER SHEET 1 GALLON 11,305 3943 7363 7 3� F ,��-----.- - __ � g�� Q APPROVED BY DATE T � Y =� 5 GALLON 8 09 0 809 CITY ENGINEER J aCL C'u''!'L RCE N0 21617 r. TURF S.F. 4,897 S.F. 0 4,897 S.F, Df SIGN R.J.M. L+1O_.__ GROUND COVER S.F. 50,397 S.F. 0 50,397 S.F. �� -:� 4 _ _ �, COBBLESTONE S.F. 17,371 S.F. 17,371 S.F. - 0 ' DRA 4 S�eE E 2 M yg �µ y -� _.- NOT INCLUDED IN S.F. 15 R.J.M. X a - 1— .1- —--_ \ \ L"I C"E D W C E MO D�AM��IG 1+0 CITY MAINTAINED AREA) R.J.M. ;,,E "CE 00 �k%�7 4; _ { spcF r .3.1 of lite - , — — 0 r1 - - -- -- - - — W m LLIw Q Goer rAV I Ivy Tb cn Zs'TYf'' 25'TYP Z51 TYP E ►Wn OF MFV AN � GM3t?�L� pAVI N& TO ENb OF MEDIAN 25 J,e * � /01 —)e -- - - w MILLIKEN = _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ VENU _ _ _ _ _ _ _ _ - _ _ _ - - - _ w n o 0 0 0 0 0 0 o 0 0 0 o = a�_o�I o O o 0 0 0 0 0 0 ° o o I�'-o'� N 4 `4 !n Cil lil �- C(1 �- In 1t1 kp m tt- U) o s . 00 32 33 31 34 35 36 37 F— 28 29 30 Q w z_ J U -- now w > co -j 0 W 77 w w w U) w cow PAVING TO ENb Or MEpIAN MILLIKEN AVENUE CD3N-r-E PAVIN[G r0 ENO Or ME-MAN 10 CONSTRUCTION LEGEND 0 co 38 39 40 41 42 QIT POURED IN PLACE CONCRETE WALL U) SHEET D-2 SHEET D-3 Q F— ui E WALK w w m SON RRET IMPROVEMENT PLANS. J f-- z 6" WIDE CONCRETE MOW STRIP U p MEANDERING COBBLESTONE STREAM BED _ l SHEET D-1 B � ® DRAINAGE SUMP i I NOTES;1. FINAL LAYOUT AND GRADING OF COBBLESTONE TO BE APPROVED IN THE FIELD BY CITY INSPECTOR PRIOR TO INSTALLATION. 2. FOR SIDEWALK CONSTRUCTION AND LAYOUT SEE STREET IMPROVEMENT PLANS FOR MILLIKEN AVENUE UNDERPASS P.U.C. M.P 95.6. w 0 T m _— LIMIT OF WQRK -- low 1 Q wwww �■ �w � _=, w = w - — U) . CO(3IF4-E PAVING, To ENO O� MF-PAN ILLIK SCALE: 1 "-30'-0" TIrr to co -� �- - I o Ay NU Z!5' 5 Trp DE CRIPTI N OF REVISION DATE IPPRQ c/) 44 c 5 q � � �o -� _� Y - �- �- 4j) o CITY OF RANCHO CUCAMONGA 46 v m MILLIKEN AVENUE UNDERPASS � z 47 ��'� 6TH STREET TO JERSEY BLVD. J S � Q CONSTRUCTION PLAN T OFWOR _ � _ APPROVED BY DATE K rl� '' !'� CITY ENGINEER R C E NOam am am am I 2I8I7 r DE,�6NamSIFaE�.JM1� rvnE ow 'o amU� * li g'. * R.J.M. DE mmoG Am GROUP' j, .s II LJB ®®®s"wow�® �P .� ±nK�> DRAWN .. SHEET �u•NAY 1•I•��^.�1 1... El Ez R.J.M. C- 1 OF 15 CHECKED DRAWING NO R.J.M. DATE /�a S"L- SHEET � OF �s EQ. 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POURED IN PLACE CONCRETE WALL 1..._. .._._ _._ SHEET D-2 SHEET D-3 CONCRETE WALK SEE STREET IMPROVEMENT PLANS. ----•- - 6" WIDE CONCRETE MOW STRIP MEANDERING COBBLESTONE STREAM BED SHEET D- 1 ® DRAINAGE SUMP J�Ie \ JUTE NETTING-A -WASH/ 0 TE AVAILABLE FROM BELTON INDUSTRIAL (800) 25-4099 1 NOTES-11 . FINAL LAYOUT AND GRADING OF COBBLESTONE / 1 TO BE APPROVED IN THE FIELD BY CITY r INSPECTOR PRIOR TO INSTALLATION. LIMIT OF WORK 2. FOR SIDEWALK CONSTRUCTION AND LAYOUT SEE STREET IMPROVEMENT PLAN MILLIKEN AVENUE UNDERPASS _ — O PU.C. M.P. 95.6. -7 c9 CONCRETE BENCH GUTTER SEE ENGINEERS PLANSLLJ -- o CD wAU ENUE — — — — — SCALE: 1 "_ 30'-0" � GO��I-E rAVI N� TD ENS Or Mr-PIAN ` ..r� QI REVISION TO LIMIT OF WORK. 7- 9-92 PILLIKEN --} _ `acs ___ DERIPTI N Of REV{`j10N DATE PP 62 61 CITY OF RANCHO CUCAMONGA 58 59 so v MILLIKEN AVENUE UNDERPASS i 6TH STREET TO JERSEY BLVD. �= CONSTRUCTION PL _- �— r aN5 NL,RE TE BE NU, i GUT TEFi 5"t E EN(aINE E R5 1 APPROVED B� �r � � � t�ll� Cfl.+`- Rc o 21817 TE GINEEP, 1 U - -- j ; _ t MM I Y tN DE RJM _ — _ — DESIGN GROUP, INC. LJB F�r� R.J.M. FLA PI .ria LANCIP .rs ..c1�rr.c µ. ;000 R.J.M. C-2 Df 15 E.. DRAWINu NG R.J.M. DATE � ,� SHEEN ` - OF. / f /# i. f r._ !) :• r`P c , )!�X' [/F'! Alu�- / ,lC iLJ iC/f Vl/�ILCJ %i '[DC7/C�rtl y4 ,fC/iC/%' /C/GF'E` . //c�rL/ f C10 l)l-t'lAA,Z-A7A7 /oft C)F ?//-- E,X/51%C ' 5/-IAA,(. 0cr0R W/TN 7RE-` ,t/rW - �h'f G/7"Y lt-'.6PFCTore Ax-jL?A Ptp7M THE CITY t-lA1A.1TFAJA jCE 97' � Av,FvV 6oc15i72LG-Tion./ a9X_lT.�AC7-ok 5H,04L lab F'o2 1-l`A1 ,,'TFkvAAE lD AIZt=A s AS 4PF k/77F/F_0 0f- THE`_ TY. --A F L&D"1 4.12-i D t �12cr}S 1✓!LL-.mac �"G17L7'I ��`�f� %O r-/£ C/�� _� �4t1CF C��• 7H� (.11F"W A�E� . T,9F AJEW C4A rZACTOR /5 TO /`lA1�j7'A/,C/ 01,055 =HHUR1/CAT10" W U7Y T7`Z� C/TY /�U51REC-rOe R,t/D TffE HA•/,UTEAJAA JCE XEPQ,E5Eh/TAT/V e 7?Y)ZC Lj-gHnU7' T1-IR 'ZZ>L125.E' VF TJf/5 WVc-Ae G . F7 M9504K ---- 5ol,4Ll t3E -,e4V/DJF•D no 7HE 0173' 9Y 77#� ca,v wA-_7�R T� Ass/sT A, J CGb2L)1klAT/,u� 77y1 AfAAUTF� JAXJ<_-F N/O,eK �f2 77� / / -_-__ - - � �X S7.''rtJQ L7D./AGE�C/T W02,k /4-/ Til/S glZEA �ziRGG 8E CAPZM&7_D 6�L1T As ��E/�/T/pCISL� X45 PoSs/BLS TO �!/�C,l/Af/ZE "TffE 0V,FR1AP QF C k_17RACT4�5 Oki 7hIE PecaA ,_ - A,u�r Rl.�,/4G�rvT /�p2or��MF_�c f7� SPAS-� III Pl2OTFGTEIJ /tU �.9GE . 1 II>� t 36 D4 1-90; 2 :,� I� ► ; 3a PN-r s lo.g p AVENUE t u j MILLIKEN KA EK1 ,LRS ` _..... ._:.. .- - - -->:<.. ..---..-v.-.. _:. -a-.sem"'.- - - ..-. _ ..<i ._.-_ -,-r..-•.m.-. ,-- - }.f_. a,.. -+,,-,.v..--.«..,-- -- - -< - - - '--_,__�-__ _-___.ar-,<. -_ -_ __. •.> � 33 37 32 34 ��.J 35 31 28 29 PI-ANTs co ADJUSTMENT OF SYSTEM -���----1E -,s [� '�.a �" - ��� Er�t�-fi�.�s 3 �j7 7/ THE CONTRACTOR SHALL ADJUST THII< SYSTEtk "fIOR TO FINAL COVERAL*E REVIEW BY THE C I TY. 30 �0 ZIj Z f 1 Ir _. ADJUSTMENTS SHALL INCLUDE, BUT ARE N01 NEC`EfiSARILY UtrTED T - E FOLLOV-PI � 1 ¢ 2 _ - BYMaOIfi� DESGRIf TiOF�S `�.£ . . �' �t�<: V� 5 i`AF�i 1��>. RE 1. ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIIA.UH ►E FORMs,RCE AND TO PRrVERT R 0- � � ,�f ` .-z; �,1�.-.. SF't:If Al ICk' C .:rte► -�^ ..?i a7 6 E ,; - 3 -.I'll , - - �. .•� - I ROADWAYS AKD BUILDINGS. - PRESSURE SUPPLY LINES 8 Sl7F 2-112"8 lC9 Ci V 34� PY.C. SPEGlF�ATK�hi -• PRESSURE SUPPLY LII,.+FS 8 Sf_7 7'8 S7", S . �+ E F" #- rm.C. SPEClFICAT"41 ' 11. SEOUENGE OF ADJUfn!!€ t,T: L A. IF A MASTER REGULATOR IS USED, THE LARGEST RE0OTE CONTROL VALVE SHALL B[ NCir! PRFSSCIRE llt�l�S b Si?E g��}` I�yF: F 40 P.Y.C. Sf E^.lFK ATIC)N \ TURNED ON, ONE PER EACH 0:)NTROLLER BEING SERVED OFF ONE SOURCE OF SUPPLY. REGULATOR SHALL THEN BE ADJUSTED TO MINIMUM DOWNSTREAM PRESCURE AS NOTED DRIP TURING�'�� �( ��� ?�D P.YG r DETAIL NO. II ON PLAN. IF THIS PROVES TO BE GREATER OF, LESS THAN REOUIRED, THE REOULAT-10n � � SHALL BE ADJUSTED ACCORDINGLY. _ SLEEVES FOR PIPES S•�k,"��.�.6 40 PVC LOW VOLTAGE VORF CC5N 1ST 5. v IY-I_ F' 40 PVC SPECIMAT11ON + a. INDIVIDUAL SECTIONAL VALVE! SHALL BE ADJUSTED BY THROTTLING VALVE STEMS TO G,P M MINIMUM PRESSURE REQUIRED FOR OPTIMUM OPERATION (NO MISTING OF SPRAY). IF NORMAL i6 ) AlCONTROLLER SEOt1EEtl�'E MORE THAN ONE CONTROLLEFI SERVES AN AREA, ADJUSTMENT MUST BE PERFORMED _ FLOW -� WITH THE LARGEST VALVE OPERATING OFF EACH CONTROLLER IF PRESSURE REDUCING ` GALLONS V TYPE VALVES ARE USED, ATTACH PRESSUPE GAUGE TO VALVE AND REDUCE PRESSURE FLUSH 1E 2 I F REMOTE GCNsfEtCX. VAI YE SlxE FOR OPTIMUM OPERATING CONINTION- THIS IS TO BE REPEATED FOR EACH SYSTEM I FLM t►j AUTOMATIC CONTFiOI l ERS G1�.E SF� ^E'. 2100-24 .� DETAIL N0. 1 C ADJUSTMENTS MUST BE MADE: AT A TIME THAT ACTUALLY REPRESENTS THE FLOW @ ft r -p CHARACTERISTICS OF THE SYSTEM IM NORMAL USE (Ltd CONJUNCTION WITH ANY OTHER REMC)TE CONTROL VALVES fes.`>y F , �€ > 1E F�-CP ��> DETAIL N0.2 C H A IEr, w WATER USED FROM THE SAME SOURCE AS THE IRRIGATION). � REMOTE CONTROL VAI, -Qf':I•SS R€'^T`r'I'E �"� "�' t.�EFA-B-CI'-PRS W/SAI.l7J ENS F- . DETAIt. NO.S .r_v I > - - -- -- - - - - - - - - - - - - ___. - - - - - - - - - - - - � 0 QUICK CCUUPI IN'{3 VA(VES ��° `'I ."�. P,-� ,p DETAIL NO. � ' O D. AFTER ALL VALVES HAVE BEEN ADJUSTED, REVIEW THE SYSTEM R €R-AALS �711ST- - -- - - - m NDIYIDUAL HEADS AS REOUIRE,.O FOR PROPER PERFORMANCE 0 YEr.Tlt?�f A_ _. . ,_Y F 0 825YD DETAIL N0.4 ' Q \ J � BACKFLOW PRF S��'S�".' E.E3C _ ` E. IF FLOW MONITORING IS USED, SEE SPECIFICATIONS FOR FURTHER INSTRUCTIONS. �� - B' E I ``' -Io_�_W- hex ' 3 . E E VV ' (L m 0 FLUSH-OUT A!S`* 1'' Y TSP 1rI� Y-" T3 Y- Y- _ _ ti _._.�. .+- t -q'.�1'3 Vk_ !� �X-.11�-L�1r ,Y sLLJ "- ,s O C ` S DETAIL NO S (n F. 1 I ,_ ._- _ ^_ ,. RESTER VALVE F . , 1 E' '�} DETAIL. NO.6 LljTRAJECTORY OF SPRAY OR DEGREE OF AFIC ARE REOUIF TVt" ' � �' F CORTkI.CTUF� Vt'li.l BE �� � M`t � `� �t � '�• k :I) ® , . RESPONSIBLE FOR SUCH ADJU'rTIV!E NTS AS A PART OF Tri GONfiR/-CT. s �j S / ` FLOW SI•f,..OR C' E F N r)m_ . S: CCIMATM ELECTRICAL PEn �TAL A� 1 +, !;"''_�'>!-'1 #f FUG-M-285 DETAIL NO. 1 MILLIKEN AVENUE ® WATER METER B�`E�.`t E�`` - .- - DC*#rSTIC Pil' �3 P F t YS SPECII .ATM 0 t �"� NO2 iDnAIL ND _ QTE SAE VE 1.I I� IQ + rr, 38 39 'I 40 4 t q 2 Q PRESSURE REGULATOR DETAIL NO 4 WILlCEhtS 500 HP `n 5 _, `A 1�EcEND z a: fir' 4y I �' M� kl t t l .,r .- � �.. . V I ��° �' o FL/61 S�, t`>E;M�I«e'� 30 G E,E, E./�•�,f•DS��e 1V$12 BI^O-FL1 U�iA� N;) 7 . p - - - , 3 r/ 18 • r 0 FLAT SI:"E 'HFAD 30 1.30 P.�'+m�=^D SAKI 1812 Wi-FLT DETAIL NO. 7 7_ . - .- T _ -._ Cn ��' ]i Y y ._1C.`t_`YC '� 'f fat Yr- _ a�� ? x Q 50° 10' 15 LOW AJN`- F Sf'nM itr.# 30 0.4� W"". 'ID&.01 1812 100-LA DETAIL NO, 7 U _ _ - - .. \ __K-I T _- �6 pk - EE !S';i N ef• t �t t@.t �I�sC s J V 18 t 0' 15 LOVii" 4 F ki t� 11. 30 0.8: P. 5�. ! 1812 t0E#-LA DETAIL N0. 7 X 3011 10 15 LOW A t;9 H 30 1.f R� , ,E S 0 1812 10F-LA DETAIL NO. 7 Q 1 b W 15' 30 STAJNrD rt�CPE^°_rt E("`kr) 30 0.9S P� "' "s!?SAIM 1812 ISO DETAIL NO. 7 180' 15' 30 STA..i"7) tD S-tF,Y_II" H AD 30 1.8v� P. tD SAW 1812 15H DETAILS. N0. 7 1� I 36T 16' 30 STA.I`a''ra;`)St;�' .1�' HrAD 30 3.70 RA�:�'^'?SAA+! 1812 15F DETAIL NO. 7 SO' 18' 15 LOW A+ F STRFt'l l Fes► 30 0.6� P-A'll I;D SAM 1812 180-SLA DETAIL NO. 7 r w 180* 16' 15 LO01 A,"r4': F STR P,. 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Ill , r. _-- ♦ - 11 V17 111111�111`�1111111,Ill \ I" tt f i ,7m— 1 1--fl-7- - — v v * ' t � - 1k r , i \ - Fu Lt i �! or- � { + ° 1 ,>Al I' � ilk, p �i C -- 4 A l 1 r ;- � i a _ II 11 _ I 11 t. \ �I Q " � illillillillillllllllIIIIIIIIIIIIIIIIIII - C i9 � ' ; _ C6iiiiiiiiiiiiiiiiiiiiiIIIII % j,k%D�c,, AD�USTIUIENT QF SYSTEM �I ' * _ I - 112a � d r.���O Q �'� , 0 THE COR•TRA"- OR 94ALL ADJVE•T THE SYCTEV PRIOR TO PIP�At COVEPI Itl[VtE1N BY THtF CITY h ro ADJUETV1171 111 St�AI_L INCLUDr, BUT ARE NOT NECFFTRRtLY LIiI"TED Tt>, TXr FOLLOV7*1.: ' �,, � ' I 11111111111111.111111.11111 a �) n, l p C^• 1. ADJI�'T ALL SPRINKLER iIEADd AIED VALVES FOR O►Ttt4ll PERtFOPPIP-11I AND TO Pprvirpl • l�tA ; SYSTEM FFOV OYERPFrr,r,U 17AT14N, AF Yt'ELL AS TO AVOID OVEFE:I'F:�.Y ONTO WALKS, I-1 ti-1 �' Ii0-011WAYS AND SUFI 11 I�, - 1 I • , • �� 11. SEOV",''F Of ADJUET!"�'T: 4 THE LARVElt'T RI OTTE CON'TIESrL VALVE SMALL BE \ !� Qpt'� A. N A MJtlrTER RfOIILATOR M LASED, - .. _ Of CAIS TUIl1l ON. ONE PEI; EACH CONTROLLER SEINOO S[PVFD OFF oill SI�URCE Of SUPPLY. p ' • REOVLATOR SMALL THEN sS ADJUSTED TO MlN''IL`UI" D?l'V`TRFA,�! Pt EF!�URE AS NOTED SYSTEM DESIGN CRITERIA . - ` - ON PLAN. IF TilI11 PROVE$ TO BE OREATER OR LF94 TK7_h RrOL11171 Ei, TKE REGULATION = SMALL SE ADJUs TED ACCOF;D '01,Y. . ' / . 9. INDTIDUAL SECTIONAL VALVES SHALL Of ADJUSTED BY TH"OTTLINO VALVE On", TO .kYSTE1�DESI^Ft t$P,tf"ON 85 '.S.1.t)SM 210 4Pjwt 4 . MINMPUM PRrVSURF REQUIRED FOR OPTiF"UTA OPERATION (NO MIETINO OF SPRAY). If . - MORF THR_k Ot'E COt'TROLLER SERVEF AN ARFA, ADJUE 'r-k-T MUIIT SE PERFOPMED WITH THE LARGFf�T VALVE OPERATItrL� OFF EACH CONTPOLLFF., IF PREFSURE REPUCING TYPE VAIYEF ARE USED, ATTACH P6 EFf'UI'f 0AUCE TO VALVE AND RECUCE PFtEFSURE •PRESSUf?EOJIT/IVIfiRSORT/4l�'�nMOM CUC!A�"��f"� R 1 11(�r �� FOR OPTIA�L►lN� OPERATING COt DfTION, THIS IS TCI• BE RFrE#TED FOI EACH SYSTE.ift LINDA T. __ .._my -, ,II(�1 ASM 'I I C � ADJUSTMENTS MUST SE MARE AT A TTME THAT ACTUALLY REPRESENTS THE FLOW ;INOW04/90 .VAK)SEpTe ¢aENLl�4tTER1tS (Ti4)9$T- 25 1 `` CHARACTERISTICS OF THE SYSTEM IN NORI��t!L USE (IN CON,IUNCTIOV WITH ANY OTHER. - I� 11�1_I WATER USED FROM, THF SAIPF SOURCE AS THE IFRICIIATIC-4 000NrTI TOR IS TOVERIt<YTHIS t►T01flJ.!hTi NBEFOR E WSTAU.AT"IF . I DATA VARIES FRC*0 PRE'VIOI.IS Itr'EC '.L!ATX)K COQ`FLkCT0P%IS TO NOTt , �4 . D. TER All NAIVES NAVE SEEN ADJUSTED, REVIEW THE SYSTEM FURTHER ANO ADJUST OWNER FOR IFdSTRI CTIC#4S. FAIi.l1RE TO DO SO CC1ULb RESULT N It, ! "' ( � I IYIDUAL HEADS As RE(�UiRFD FOP, PROPER REF"€ORl.'R.Fd^E COFaTFtA4CTOR SEI¢':REtt'`�''�'�'._F F�Ci•t�!+�I;"��THAT A4lG►�T OCGt�R. ' I_ 4z. F, - _ LIMIT OF WORKimpm ow 11 E OF OW MONiTO�il�+a IS USED, SEE SPECIFICATIOf'!t FOR FURTHER INSTRucnc s 1 c i / l% ; i' r, )7 lilt -tea11 ,- r 1R�S _Ar".WW--A �—It 1 s mss. 1 I 1� %Ill 1� s" ` _ _. t _ +rb til ! rI �� r,. f, _ ►, r, :' > p_ * r: .: • . " A; g:01111 ,,; _ Y: s k F. IF AF R REVIEW THE CITY DETERt*±*'ES NQZTLE CHA:ROES OR ADJUSTI/PMTS TO ___, — !V — V` I .,'�` I' r 1't' _k �` A., .� � i ¢ � tI ' TRAJEC PRY OF SPRAY OR DECREE OF AF ARE REOUiFEi'a, THE COf.TRACTO WILL BE �' r EMITTER PIPING ,�. 1 N I A 1"4� , A ) �► '.I F\ ® I 1 \\ ��.t, . EFPpv- F'LE FOR SUCH ADJUSTMENTS AF A PART Of T1iI� C04?'TFc!►.GT. 4* \ ' 1 A - % I 4 II • p ti I 0 , 11 ' _ '- l� \ . SCI� EDU �E Ill M - 1 I 1 O qpr 21t �! 2'I �t tl "1 1�. _ y - jf '_lf. 1 9y . NO. OF EMITTERS SIZE OF PIPE 1 1 z� p r ` r , } . - _' `�' - - } � -tom ..--lo I "I i` M - ���./1 ...�v-.`-_-_.,..-_ —, - ..�,,.<.. _ j > _ _.<.,.,._.,_ .1)' A yC -fv �.�i.fit-- ;,,.,� � .. 3.� �} i k �"'. a - - �� - ? � 1-� , �" f / __ , . r t .r I. , , � j � • v v -v ' .- �s' 4� ' ,., p •.-- r ` ` )•t0. . . . . . X14" .y F . 1 lT e 4A 1 y _ _ . . / .' Imo, 1e �k i4.` .ks.. 1� _ s . i e r . - a i -i a. 4 _ 6 r_ E... ._> l .'. i. 1 1..g.. 1A t 1 .. '4f s - d s✓ Y 'F' . Tw A,-R 'L i .-" w , < _ ]t s Y _ .. _ _ 'T `,. - - - - W� - , t-.-_. 4,,#. " C -p } -•: - /c --&t {a� -• --u .- - - - .-_. . . . . . . . . • . . . - -. y -._-r. J } -cdC- o- >k y .: ,. _ ;L �. i'� *, , , s- .E "' 3 r , e-l M.. 1 .1 _ _ _ - - _ 1 .,:F ./p: - rx �j �jr. - / y. ,, �,- �: < _ , _� x _ �-- 3 ih!!TER ME"TER I_ . �. £ , 3,,, - ;� teff t`_ _ �_ �t z_, , -V. r� ��� )[---� , - �,.�.� .'�� 51-7P. . . . . . . . .1.1/2" _ ,., - - 'L Q �; ,� 1 A . „� 4.11-i r��__T — --� `' - ._ `a '� - � PROVIDED BY •o•ArIORE . . . . . . . . . . jito�- t— f_ � �--'�' _ f 0 -...,...�.� . D OBER / AB UE _�-...�--�--� '� 6 SCALE: 1 "=30'-0" ,� �,. �. „�.�—•� -- ---,� .._-_ ..., A� S6 I,Ii 4 BACKFLOW P VENTION - i - ?II PLANIS L ASSEMBLY W( 4 PRESSURE QcJ� _,wo ''iAtl` Fps MILLIKEN � )IlV� � 1 REGULATOR SET AT$v PS.1. GENERALNOTES O CONTROLLER,a, AIIAINLINf- P.O.C., 815,617, C 18, C15,82+4. . /' DELIVERY PRESS, WHEN _ 2 'F't H` ;1Pi"'L_Iry c`�1[-r- I_ F_1.t I, Z �i' rvi E_II ' .-�'�- 12r R.C.V. "AO,EM CIBIDI' IN OPER. - _m 1 63 , ( / 1' . , ALL PRFSS!oRr Aro NON-PPre,LURE LINI*S AND ANY Y _A _�!______ -- - e�1� - *SIC)C PLANTIaARFASVi`;r'RFWR FOSSIt3•LE. L __� `C �� _ _• �,- _- ___ _ _� __ _ _ 1 /1; � _ 5 ,k;'!: Sr) S)"AREASFitP`�'':�ESOFcLA.RCIYOILY,} So,P." VI _ T F'�`I`'')VE r - „ .t _ _ ._. I• at_ y t .. _ < 4_ _. - '`` � - _ -i -___--__-'--•---------- -:- - _.__-______• s2 i I! H t AI I. EC>�11F L` �.'1 StG��I !!E SFL FCY EE)AN'l��TA"F0 IN A `�► � _ _ ,. .0 - �.- Y I 1 '`) - .,"_ � �," .� i I '�S 1 12 1 jt u� W"t'III_1_%-,, 0C*,'S T ICl 1'►!�`C�T�� S.S'F f tf FT tn,_.��-�_ _s 4 - _ _ , ,.- : . � .., ' I -11 s , YA1TY RN UA . . ����� iilllllll _� � I ' 1I-- - c C r 60 ,m ' , � '��1'_ ` & FOR SYR L D[�''�►�lt TtOp+(,SfT LECR'"��C���SIT NC1�.._�- � . �x -,,_3 A16 3 i rt , Ii �. � ' _. k. 11 A 14 1� A 15 (1 f t r . � r '"__ Af I'' Va IFRE PRESSUR REGLX-AT1MG VALVE'S A.RE USFn.VALWS ARM TO WILLKEN AV NUF 11N'nrr1 P S S l il . 1 1 - L ,.- 0�.. \ ADJUST E C�F T i�!t l# PRE SSEK E, � AS i TEr>Ot`I C�f;�.4"./tNG. '°i / D 19 .2 I I21 l !�' I l2" a - �.. . -__ L _ I 1 sTEI �T SPRAY RoAo- 6TN STREET TO JERSEY BLVD. , a e-: ,r 11� t v L SY � Y TO 9L DGS W Arlo I �I 2 1 1 - t -0' :_T .#r � t rw. 4 s�""`r , I YE'�? S BY IFIDiVIC"ALIY iUSTi S� I,A iiDS AND CC?I'd'Tf'.:lL VALVES -• ` .. - S. - Ir -77 I 1 s " � -- - ' a---fit; �. , _, _ _ _ -� - Li �� "�5_---��. ,-y� '�.. , • � ., _ P Y " _,. - . �� . S RI' TfiAT NEFO TO BE C>EfltdE'tI t�C1f'�DER1 O DETERF►+Rid E7CACT [ - 1 ff -7 - -J` S > w :4 .AK_.. � zj , -.� Y- a �` " _ _ , , } p "�*'lir l Si ��' a / t _ , -- f E T. ►iE)C A Tttc Ft , .F .� If\t +' I r - / ' ', , •. f4 /, I II �- l(?C�TIL tQF �' RTr;EY E Fc. ►P�;¢'ac; fTYCr€ Tr AT f IINQ t , p / / i -_,_t7r W1 .. , , j . _ E: gi r'; ��L _ !_ C t S AFS E Df d Ota at 1 r i► r 4y .} .,,,. .r • A 4, ;. r- 9F, r ¢- �t s ., .R.. ,, ,., �. ._ > L ,„ ,I -- -`T_f ', t tf:1 f, �` v M ! 1►' _ 16i) j DfRTEis>, Cr ".. . Y�'L►t P i. 14.__ _. ; k _.. r } t=, F, -, , , t - 7. A. 9111E T DFS C S AND S ECS SftAL SE A' i"dTA En ON Ski E ATs �__. . _ - a APL?VED BY - •,_ �„ i `.. i . :y u , - J 4 +:.. _...,.,.,._-.-,...R.._ ,., , t - x v - , , 1�R - :F !I` AS BUILT i�`S SH.A-1 a ., ail I^!�- """% ( C��_ -�(•� I{.}I !>, _r ) _ AII T A �T Dftt4:'1 S L Uf°GATEC�btd D�tLYB S. IYY t° - . }- [ • r: _,,.___ _ � ; : ' ' 1 Sf1 E REViEYo S ARE TG BE GQhtEXpC 1 ED V.Ti t IC>+_fI 1 r:t Sf D€'��,�I I►;!:C. , 4 .r ; �' ._�y y. 'IIF A , �4'� s _ € t: Iy )?61 �f ., + r' t �� VIN -- 4+; 1'1 ", s F r rt> � & i ' S, AREAS RECEtViIoIG AN IRRiC�ITIOi>`iY$TE SRC�dt.L BE RFTIIt"Yr ANON GI'C1r, INC. I-Ij - t - f I VE F:I€'IED BY TKF INSTALI.1►.'^�CYtt�'I F�f'`tC ,Fes:ACGI�FEr Y C SI?F R J M. �, . ._ , e, �, .: yz tr \ 1 r ____� - ._` _� � _ I 1 1 " it % L ,NAt � �, - AJgD0CWr1iGURtTIC�t�, If CYS!-R(Il ""ll ARE FCN ?Ttt��,TV*",_1 � ,��°.'1� . ., �•. :, � �� _ > -111 _ V its 4011 11 . Pr.'WEDt IFtI.. . hlAt TC F►P� �Ef.- T►t_ ,• BEf"` ►TT F"llllllll` t{ _ TOTKFC?It.";EFL ATTEt� Y'E Ih4_ tAl1T�` . BYFt" Fav=TC1 R. J. M. QF.• /. 1 - -�� , 1 s.,. . ---4 v.,r �'���' �I�(� ,_ ­ �_, . . DO- Sill Sil TitE�`qi,illi, 10r,R'��al'5E Rf f I C*,1SI` _F FCri AN'Y A,O1 1 :i^ 1%)"i ;3. - )f -_ ,'-," . __ .F 61r , i . tl I 1 .. _ �„_ T C2 t�"t'I S RE:>F ltd; D. ,+C1' t a� _ ��� _ , i AS&I, 3ATI'T) IRFTGAT'ION COT71,1 7I<•I'I�N E k J M -- 00411 c- ``. 11 _ ' `� r _ _,.,.� . • - 20141 StrULVEDA BLVD. LOS ARt?E'L4`S CALIFORNIA _ . � I � ec►c►^cE Til .k�t:( ,E?t,i°Q`°'� fB_F NC* (£11SP1t7-2S1S ..0111� 35 % 4J , - i Nor . . .............................. w ----------- - — -- - - — - - - - m - _ - - ---- co LIJ MILLIKEN AVENUEcr Lu � . . M 2 N 1 Z♦11 2� �11 ��}N �� Z�� 3 G 24" Z411 Z40 3 35 Z�11 a 36 3i 3 . 33 7 28 29 3C� (D w � z PLANT LEGEND W > — — — — — — — — — — — --- — — - -- - - — — — — — — — — — BYrI BOT�N-I IS x�ME COI ;4lt��iF 0'TY 61ZE REMARKS °0° - r _ — - - - — — - - . Q v, 6` !�� _ _. _ ` ♦ BRACHYCHITON POPULNEUS BOTTLE TREE 31 15 GAL 20' O.C. ui W • - i�!--- -- -- - • �4 � � LIQUIDAMRAR STYRACIFLUA AMERICAN SWEET GUM 17 15 GAL 20'O-C- IN PARKWAY AN • 'PALO ALTO' 25'0.C. IN MFnI MILLIKEN AVENUE 6 24"sox 20'0.C. IN PA ,Y 25'0.C. IN MFnIAH 8 36"BOX 20'O.C. IN PATN'I 25'0.C. IN MMIAN I . -----_ _- _ -- -_ _� _ _ — — — _ _ + PINUS CANARIENSIS CANARY ISLAND PINE 12 24"BOX 25' O.C. 5 36"BOX 25' O.C. i 38 39 4( 4 * � INSTALL MEDIAN TREES PLR DETAIL C, SHEET D6 W 'Y' �1J CC 2E La r;fis &T- glia. Pop-u rAN rxi5 ro emr wi"irp z i - • • --- -- --; _ - - • A t,�r�vs �dnor Poi m ✓ G�s7roN, A �o/�� �/ksP�cn�111Vo Or mu 7W Off 6 r � rte � O > �V R r 7NS 7 /I 001'I/0TV(v 00n?F^070P c*W-11 Ac- `151 /I • _ � � � 7�' �7�'� �'�-S' fps �A�Pi�v $y rte crTy � �u-o�+'- �P �rs�'�Tra� o� T�rc7� �- ( � s ("'ru- �-�v(� �f�ofZ � 7�=' crryS ��PT�'Nc� � 7� Imo✓ --• Go IS 70 /►��'�'/`' CGQ� CaW+��(AlleA WV W(frt p`6 � /1u0 7?11-- :57 Wim- l(v ms A> IIIlf:5' AVir//`IIT =- HcTF-: -TH 15 HYcH I Tort I O I opt° 15 A^" IMIT ^4� f)7-VAr6?Q7- lr�Pr� TvP To rAKK- ICY 5oLrrH of A7-U� �IGtu W , 0 Cl, _ I I I N oT�. TNS I.i QU I r. ►r1 �5 O IMI i '�F �/`/� F<K � � — .� ` I N0P I�-t co - - _! " _ - I TOrI hOF''U L�tF_ � � - Alm . _ ch / �. 71 -- .4 -- MILLIKEN uauln ST RAJA _ - SCALE: 1"=30'-011 a G 11 REVISION TO LIMIT OF WORK . _', - - �, fes- ME:;i��ir 'k- �--���j ��.M • .�� _��rt �; , --- !i _ �• 24/1 A plNl , llg UE _ cn ,�: \ r'--- _ i+� +i V D GUS rD h��l •I CITY OF RANCHO CUCAMONCA MILLIKEN AVENUE UNDrRPASS z _ — - - - - - - V *; fat-Oa '�N� 7YP> 6TH STREET TO JERSEY BLVD. z � _- — - ---- - TREE PLANTING PLAN . - •✓� 1. ,♦ _ ��c` `�� Si ROVED BY ��. �. DATE— SIT Y N R L c�1-1 R C.E rqu � 2161 t WaN MAIGN GROUP, INC. s r� y R.J.M. ' • � '� R t ;AIA!IN L. � � �P, +) _of 5.__ � ��� R.J.M. � _ •• --- v -..l-_ 1 • �� - - - rte:GK E.D - R.J.M. UTE "r . 36� ¢45th.: dMS _ ♦ �. ..� a Aa 2`t s A ♦ow ow ww A ♦ T A ♦ A �♦ ♦ 24`� �n 24 ?q�� = ,! ♦ ♦ ♦ 11� woR .. � • • ' ♦24 e `tel ' ' ♦ n �� • � - �51~ �Ga-E'er N I TOFZ NS �I...oC�+T�.b . � ♦ TH ♦ .�� Q � ♦J •� • AS S46 J(' , ( :F �. �e •Z4 e31b' • • �� Z`� Z`t �i �!} �• •Zai � � �. �• 1� • __. ___ - ____-__ - s . . - _. -- - - . _ - ' • _ Z`� Ole � 2 Lit - __-._-- -- -- �� _-�� - � � _� _ . -- - -� ,.._ 5 A Lu_ _ – --- -– ---- - - _� AVENUE 36 24 Z�fi 24 t + + 52 53 54 56 Norf LITH T To 2q�� (4 5 E�N6i1NE--R 01T-T DIS-GTION Z " (+ (--) 6 '�� ` I 0 Z4 W - _ -- �- -- - -- - - -- - - -- : i ♦ • x i c• All A All A6 A Lo W � ' A^ 'ate "' R"am lam ' to A ♦ . LIMIT OF W - ? ♦ / .! all X U Q • PLANT LEGEN I SYM 100TANICAL—F « —Or.l(An. QTY SIZE RE RI BRACNYCNITON POPUI.NEUS BOTTLE TREE 143 15 GAL 20' O.C. 34- 24"BOX 20' O.C. 14 36" BOX 20' O.C. LIQUIDAtr;R)kLt STYRACIFL.UA AMERICAN SWEET GUM 82 15 GAL 2010.C. IM PARMkY 'PALO ALTO' 2510.C. IN MYMAN 30 24"BOX 201O.C. IN POMMY • \ 2510.C. IN MMIAN . 22 36"BOX 2010.C. IN PAMMY 2510.C. IN M1DIAN + PINUS CANARIENSIS CANARY ISLAND PINE 17 24"BOX 25' O.C. ' 11 36"BOX 25' O.C. INSTALL MEDIAN TREES PER DETAIL C, SKY P D-6 r ' I aAM-MR LIMIT OF WORK / �� � AMR=01l A ♦ V A ♦ ♦ e • ( • • -- � W � CD - -� -. e - s �- .-- _ _ - / t.IQUI DP�MM�'r" STY��F1.A A — - SCALE. 1 =301-011 v - AVENUE I� REVISION TO LIMIT OF WORK. r1 NU,M5 CANAPIENr5l MILLIKEN 63 l�hC'-NYC�+I TON I'OpUl..1�IFL+S / + ` ,��RIF'T1 QF R VI 1 T (•1 't-- CITY O RANCHO CU AM N �A v 61 u 6 p -> 24 ��� — �- - • • 11 ILLIKEN AVENUE UNnERPASS UaW to -VAP, f-TTr ACAFU,4A o.c. • • - � 6TH STREET TO JERSEY BLVD. Z-51 _ • ' c) L A TREE PLANTING PLAN ,j _ - — — e s_ — ♦ - - z -- — _� - 7-1 ♦ A. ♦ — - / - � RPPROVEO BY LY-L�f a� T IT N INFER _ . . RCY SrE UAAJA�* 4VON. — _ �- GR O • ♦ ♦ — i. . 11: R.J.M. DF� GN 1P L, ♦ ♦ • L,M`� —�- - '�� R.J.M. T 2 of15 .� • R.J.M. aT E 37 �� 45 - O• LLJ OD LLj *"I�*'t7 W 157 HH Co?,NO STJ ENUE I I pv vSTJ HH w MILLIKEN W 1�8TJ ?.0J H V ��� N77-7 a Y;Y Y • • .'.-• ._a-...e,y..e...; _ - - .__" •.-- .r �6,.' _-i:..a-.a.. - • - w--car _ - Y4YS. _. .- V/ _ .. -.-«., " .r .-sr.s'.f .•.k.:..-t• le.° :1asr- _. ,.a"",^'.`a`ys.E�A. _. ��^-y-.,y'..L.G- .ate.. - .-...a_..._._.._...--....._ _.. _.,._ . >,. x- '- ,_"._ --- .�--P-•7' 'sr-i`•` . f ..• •x p-rXt X. `.'X_.>.. -.i' r •' "F' i y- --+v? ) - Y. /1.����- �� y=1."1 1 i � � --. _ ,_ - -. r , y 3� 35 36 37 3 32 33 = 28 29 3� 50JH 55TJ Iiib�/ ` +TJ 42HIt- < 49 HH 3�NC� 70J H 14f'i�l 35NH Za J w 38HH z -- _ Q PLANT LEGEND • .. vS� j — — — _ — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — i$YM X EY OOTANN T GAL_mz WMQN NAME_ Q= SIZE BElK�4 R O co _ — — ,,, AR ACACIA REDOLFNS N.C.N. 40 1 GAL S' O.C. } t 07 - •, �►i • •• •• •• ••,• - _ ,• ••••• - w vi'i'i' DV DIETZES VEGETA EORTNZGHT LILY 38. 1 GAL 3 ' O.C. .. •• • t ••• ••• ••• ••• ••• • • • • • • . • •^•_ • _ _ },! R_!•! ' '.a•.. , w • ■.•- •-a! ._w_L _..w2- •�1��.-t �.._,1_�.,�__Il "-,_L ,• ••• ''•, •• i , I '1 1 HN HFYFROCALLIS DAYLILY 463 1 GAL 2 ' O.C. HYBRID \ MILLIKEN AVENUE JH JUNIPERUS HORIZONTALIS BLUE CARPET JUNIPER 418 1 DIAL 3 ' O.C. _ \• • L J 'WILTONII ' ;:,"•`;•;' MP MYOPORUM PARVZFOLIUM N.C.N. 73 1 GAL 5' O.C. ' 77 4 + _ — ; + - .'� ND NANDINA DOMESTICA HEAVENLY BAMBOO 136 1 GAL 3 ' O.C. x�' `,. 'HARBOUR DWARF' ' 38 39 4�� 4 ' J? J PW PITTOSPORUM TOBIRA TOBIRA 55 1 GAL 3 ' O.C. 'WHEELER'S DWARF' TJ TRACNEI..OSPETZKUM STAR JASMINE a 803 1 L 21/0C. f-- > �- JASKINOIDFS w W . �/ m ' Q ll1 z ccw .© )YC K11jo -10I CONN-Pe.-TUM N.C.Q. 323 1 GAL 51 O.0 ` .. .. .. .. .. .. .. 2 V! •• .,psi t— _,.+R.=-.,r-Le.- .•. .►. .! . .•. •. .� � •....6 • •`t iF .. ATSTARI O 'C • `- ,> ,. .: ._- -. � `•`t� 1. HYPERICUM CALYCINUM AARON'S BEARD nATS 8" O.C. LArti"ANA HY15RI O `YELLOW 5FI\EADlN(3' N CN E GAL . 9-' a.G. ` NOTES F I 1 ) QUANTITIES LISTED ARE FOR BIQ COMPARISON PURPOSES. I I CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS IN THE CONFIGURATIONS SHOWN. N I I 2) 4' COARSE GRIND SHREDDED CHIPPER MULCH TO OCCUR �� I ` 1 II © IN MEDIAN PLANTERS, TYPICAL. w I V --�+ III N OTM' I�hK-WAT• PLI)N C� TD �� — — — — — — — — — — — ____ — LAvrm/R `Y�L[4r! 'RFADIN�? I—� lllil I f `f"r-- A�'i"�N1A (1-�� 1"2 3) ALL PARKWAYS SHALL BE PLANTED WITH HYDROSEED MIX UNDER ALL SHRUBS EXCEPT Om LIMIT OF W RK — _ I 0.0. F90 F: -• TS — �V 7TCH' UNDER TRACH. JASMINOIDES, HEMEROCALLIS HYBRIDS APTEMA CORDIFOLIA, HYPERICUM — — ITT pLi"1"INC-� - _ __� d �■r .�_=.at.� x EE SPECS.) _ -� � ^ i� I�I � •--� CALYCINUM AND TURF. � S. I AIA 1�'ad� V III t G - - _•$,�'_:�. .•;•,';. .- : - T r.�-+r a �_ �' f�� p�n = HYDR03EFD MIX LBS AC. PURITY GERMft ?NATION ^< alr•:_Ll�, •a••:��,��`�,;•�:'' !;� ,`.�R \ , / U- �ti�e4vgnlf uQtl y SEED 6A�ANIA SPLENDENS 12 70 0 85 9' �tt_30, Ot, 32FIH 29JN "'�'�. ..;;: ;r.- 9-7--4;� _ `, = } �v.._` UMLAVENDER` 2 95% 800/0 — ALYSSUM SCALE: MILLIKEN ...� . . . I b3 TJ - ����� ' r 1 ,uI REVISION TO LIMIT OF OR Y v _. Y "' MYoPoRUM PARY. O _`��� 2 �'% ""_Ivf� i-p�:E✓IN K AV ZAHF# 7" H JASMIN. 1, Lo_ �,�frlrn,� aG� [ n� , w (�o�) UE � • 3 44 5 �� TY � RANHO CU A ON A 4 4oJ�l al JH - -' ` �� R4,11-LIKEN AVENUE UKIn PASS 00 TJ 12f�1 Q , = } 6TH STREET TO JERSEY BLVD. z , .. , .. , . .. • .. .• . ,. `� 4. .. •• 1' _ P SHRUB & GROUNDCOVER PL N LNG PLAN . .. . IrPJH - r A T R. d ----/•' j _ _ � . �.t'� e�,� a �y 3T ; _ .`1:'j.r�9�.-Jt 41tr�"�.� E_ •> �-y•`:: . , . ,,',�• ..,.♦ • g ,y- y ..< .!_ Y�'f.- i",%a-y��'•(.p` t 1.3. '' .: .,a.w ' .•jp •. ,• • ; •• •• ,•, • 40TJv. 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TURF SEEDED - SEE NOTE MP MYOPORUM PARVI FOLIUM H.C.N. 943 1 CAI, S' O.C. BELOW AA AGAPANTHUS AIRICANUS LILY-OF-THE-NILE 1194 1 CAL 2' O.C. n ND NANDINA DOMESTICA 11F.AVINLY DAMflOO 5•'3 1 CAI, 2' O.C. APTENIA CORDIFOLIA RED APPLE FLATS 12 O.C. !V"1 DV DIET ES VEGETA FORTNIGHT LILY 96 1 CAL )' O.C. 'HARBOUR DWARF ' ° HYPERICUM CALYCINUM AARON'S BEARD FLATS 'a to O.C. HH HEMEROCALLIS DAY LI LY P46 1 GAL 2' O.C. � PT PHOkMIUM TI.NAX NEW 7.FAI,AND FLAX 309 S .AI, 4 ' O.C. HYBRID 'TINY 1IM' TURF HYDROSEF.O MIX: ' 1.-- ;=-•4 JII JUNII'LkUS 1101<: �ONTALIS Is 1."I. CAkp1_I ,'I;N:I 111 SOa 1 I:n:. ) ' �. � C', I'W I'IT7' ',I• PI M 1('1':RA 1' 1" A 987 1 CAI J ' 0-�. "FED: 451 REBEL II FESCUE 'WILTONII ' W11f.111k ' : ''hnl•I ' 451 APACHE FESCUE . 101 NEWPORT BLUEGRASS JS JUNIPERUS SABINA N.C.N. 6, 1 GAL 6' O.C. T,1 TRACHEI.nSF'FRMI'M 5:7 AR •lA.':MINE 211q 1 GAL ;' O.C. 'BROADMOOR' •1ASM114"IPtS AT APPLICATION RATE 10 LBS. PER 1,000 S.F. CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE. M BINDER SOILS STABILENT 60 GALLONS PER ACRE. 150 LDS. /ACRE CRO POWER HI NITROGEN 14-4-9. Q C XYLOSMA CO)NGI '"7l'M N.C.N. r00 5 CAI, 4 ' O.C. Np 'COMPACTA' 1339 1 GAL S�O.C. 233 XC - 113 TJ 57AP- � � I J Mp 105� IS,IJS .c NOTE:I) 4" OF COARSE GRIND CHIPPER MULCH IS TO BE PLACED IN MEDIAN PLANTING AREAS - w_ !�► •nom f.- •r• �•.) ...-. !�_ l,Ao � #t• - 71 rr%. "W $7 0- f- Awl- --rZ / •as r _ �/ >'� REFER '1n OONION PLAN( SHEET C-2) FOR LAYOUT OF JUTE NETTING. N. 16 f �� __ 3)AlL PARKWAYS SHALL BE PLANTED WITH HYDRO.,E[`D MIX UNDER ALL SHRUBS EXCEPT UNDER ALL • \_ - ♦ ,t• t --fit ''tl.. � ,.� - - -- - -• _ _ t�f .. - _- - ' __ - .?: . . �! 3 ° � �_ JX TRACH. JASM-INOIDES, HEMEROCALLIS HYBRIDS,APTENIA CORDIFOLIA,HYPERICUM CALYCINUM AND TURF. SEE SPECS.) —�,�` . _ ��• — .. ' .. Y•' . . . • . .� ; . . HYDROSEED MIX . t : . .'.',• SEED LBS/AC PURITY GERMINATION ... - . : : : . . . . . . . . . . . . GAZANIA SPLENDENS 12 70 90 85 ° -•- •. . ;• ::'�•::• :: •.:•'::• ••":•• ALYSSUM LAVENDER` 2 95 9'cs 8090 • SCALE: 1 "=30'-O" >a pW Zt REVISION W LIWT OF WORK. 102--Ti 19 J Ft - � - r-ti✓���c-1N4� I'rY��7 i-J•t't NO 26 Hm R1PT1 N F REV§ 1 N AT CITY OF RANCHO CUCAMONGA - 35t`Ip 35HH MILL.IKEN AVENUE UNDERPASS P; Fit Id�TJ �J NTJ - 6TH STREET TO JERSEY BLVD. .•. .;. .>: e „: SHRUB & GROUNDCOVEr� PLANTING PLAN .. .• :. APPKNED By J DATE Q 79 . . . . . • -•- - >. / IT Y EN INE R �'� RCE NO 21617 . . . l DESIGN : . ' . • ' �' QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. DF„SIGN GROUP, INC. s, CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS R.J.M. ,�,, ,, ,,� ,,� � L DRAWN ,w AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE . ' • �:r -t - -- -� �. -.�• �\ I�Jg 4'Z7MP PLANS IN THE CONFIGURATIONS SHOWN. R.J.M. S-2 OF 15 ��••�� -:.'�' :::, �t NECKED / DRAWING NO r "I 223 XC _ l R.J.M. DAI E S � H A 39 45 AUTOMATIC CONTROLLER "A,B,C " AUTOMATIC CONTROLLER D 2a. 615 (24)(371(32)STATIONS 24 STATIONS � � 11 't X14 �� 8111 q�z B i 2 INDEPENDENT 115V/50CYC/2 AMP ELECTRIC CIRCUIT TO INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO t}� B21 BE PROVIDED BY GENERAL CONTRACTOR BE PROVIDED BY GENERAL CONTRACTOR BLS _B1� 34wel�� EXACT LOCATION TO BE DETERMINED IN THE FIELD. EXACT LOCATION TO BE DETERMINED IN THE FIELD. I, 1211 — • r';2 ,21 r "I ' 8 25 1 Im � ,I, ;�1 , ' ! , , ,, 211 -- — � 626 +II / I ,� - _I}I I 1 wl IN II Ilk; ELECT. SERVICE TO ELECT. METER III I, 1 Iz RK �nlJ• ���n— i L J I InX ,�w ilk nI I _111 IR I h. h TO BE PROVIDED BY GEN.CONTRACTOR iw` I I _+--- 1 .� ` , ^�-( OF ��O \I �' _ - " > '��I -- Y_ 717 M.. I ,ZI 1 „I I n 21 1..�\�1, ')JA ,��� �X n1 ll ±�A�'-��� --- —..--I _ IIt� -�-+`� Y * 'I.. _ ._ • .. � � - l�Y n 627 � ` '1 I I I Itil 1 11 �v Ln �I -`J�/- l I, 1 I� i i n / ^X 2 I0' I�n �—� 11.11 I/ �"-T--Y- -- X "1 z–�( kL, - . - __. X�7 " Iz z q2� ��a I - 1�1 �' I�� 1 f� �` 4n P� . 111 lti Its, � 1 -- — I 'I • T - y -- - '_T } M` � I - ( • 'f d i l v I V s "V Ili v !I �ti Y -_� 4- r 1 1 l� A , I \ ' • fY+11 X12" rr•-•- 3��BACKFLOW I I/2 KFLOW — '' ► IIe PREVENTION P ENTION • 1 �� y \� �� 2 +rca1�®`li ASSEMBLY SSEMBLY , �— �� I +-- _ _ _ tl 11 • • , II -.• II 1 I 1 Iy'--_1 .n a�l � 1 ' 1 1\ n ��' ----i --� — I 1 , -- - - - �'- - --{-— �-- —I N �-- 1 v v V �/ 111 1 V I V V W a —1 11,10 �1— --t hi Imo' �'"�•I �"'•--y� 1 vw � �u- I y B 17 1� BZO 53 823 s3 `� Zit B16 z_ ILII I P3 �0 813 -� BIO 824 82 AVENUE-All woo �,�211 I�il WATER METER / 638 PLANTS `IZ !121 PROVIDED BYCQVTR/�CTOR y�j f f. ._ " nl 826 13 EMITTERS I W 1 1/2 WATER METER L�K MIL � 53 54 PROVIDED BYC.Of4TWTOR 52 s C20 s7 P C18 42 D4 C17 D 56 Ila C14 57 II _ 1 6 C21 160 LAN I p jl�Zh 54 EMITTERS �'!2" �� 111211 1'ZM I �{ ��211 ItI2 D2 i C23 s7 I';� I 1 � D6 14.2 ���� !I� II D7 1 I o 349 PLANTS d i u + 1 II 1 I2" r 1 `^ IM u 1 N + 1 s v 1�" n " hJ1 K � W 7jt as 117 EMITTERS 2" p u 1 I I 1 -- _— -� ,F lw' �, 1 1 1 1 I q1I 2 n 1 w ky rz°waniaiolu h1 �� �� VVv2n�� I�" `. ___.—._ 1 p I�h I 1 Ifi' �I�I ISM �u IV�I , I IV, D91 h➢ r" 1 , • I i - _-� i . �I n I, 1 { � �,,I� M ,�I �� I 2�1 ,�� � — " � ° �l _ _ � � --n , �� I T h 1 - I V 11+ 2� I " X I--tw�1 -T-�~Keyte �- /� ly .„ 1 I •I I a( I I ` • •2l !✓T�lT�l 37 \ 50 C 23 I �! �� 1 N U p 1�-^- ,I I, , u I I } I r �, ,� 11 2 -u -+ — IH 1 I I �l I I I VI I tiu -* --- Q1 �J �' IIS' ,I ' I I �� 2 �..► 11 -�'_!,C _ i Il I 1, I�n 112' Illi, J. 12 Il II 1 v I I�'� I II 111 w I'V II q 111 1 / 11 1 I r. t• t� � � � ° A I " til 11 \ti LIMIT O� WORK "� Ivy }\ , , ♦ I ti" ` -�,____ J I Iz logo- C19 ,2 \'v �, C26 C 41 22 ItC1 3 ,1 q II ll o C16 C15 41 Fc12 A9 qty `pNDSCgp ADJUSTMENT OF SYSTEM F 14211 ��Q`� -k ,yog9�, THE CONTRACTOR SHALL ADJUST THE SYSTEM PRIOR TO FINAL COVERAGE REVIEW BY THE CITY- c Q S ADJUSTMENT'S SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE FOLLOWING: • I'r, r , r 1. ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT r. A , SYSTEM FROM OVERPRESSURIZATION, AS WELL AS TO AVOID OVERSPRAY ONTO WALKS, , Svma ure ROADWAYS AND BUILDINGS. 11. SEQUENCE OF ADJUSTMENT: �S'l _- Date • qjf 4F ALIE A. IF A MASTER REGULATOR IS USED, THE LARGEST REMOTE CONTROL VALVE SHALL BE , C TURNED ON, ONE PER EACH CONTROLLER BEING SERVED OFF ONE SOURCE OF SUPPLY. " SYSTEM DESIGN CRITERIA REGULATOR SHALL THEN BE ADJUSTED TO MINIMUM DOWNSTREAM PRESSURE AS NOTED ON PLAN. IF THIS PROVES TO BE GREATER OR LESS THAN REQUIRED, THE REGULATION , SHALL BE ADJUSTED ACCORDINGLY. B. INDIVIDUAL SECTIONAL VALVES SHALL BE ADJUSTED BY THROTTLING VALVE STEMS TO •SYSTEM DESIGN IS BASED ON 90 P.S.I.USING 57 MPAIL , MINIMUM PRESSURE REQUIRED FOR OPTIMUM OPERATION (NO MISTING OF SPRAY). IF MORE THAN ONE CONTROLLER SERVES AN AREA, ADJUSTMENT MUST BE PERFORMED WITH THE LARGEST VALVE OPERATING OFF EACH CONTROLLER. IF PRESSURE REDUCING CUCAMONGA COUNTY WATER TYPE VALVES ARE USED, ATTACH PRESSURE GAUGE TO VALVE AND REDUCE PRESSURE •PRESSURE DATA WAS OBTAINED FROM B 9 142,1 B 3 FOR OPTIMUM OPERATING CONDITION. THIS IS TO BE REPEATED FOR EACH SYSTEM. By LINDA T. 41�2U kk B 5 1 II `� I C ADJUSTMENTS MUST BE MADE AT A TIME THAT ACTUALLY REPRESENTS THE FLOW ON09/04/90 _WHOSE PHONE NUMBER IS (714) 987-2591 `+j1�2 2 � �� WATER RCHARACUSED FICS OF ROM THEHSAMESTEM IN SOURCE ASRMAL USE (IN HE IRRIGATION).CONJUNCTION WITH ANY OTHER a CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTAU_AT10N IF DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY D. TER ALL VALVES HAVE BEEN ADJUSTED, REVIEW THE SYSTEM FURTHER AND ADJUST OWNER FOR INSTRUCTIONS- FAILURE TO DO SO COULD RESULT W 11 1 II I 2 0 ' I IVIDUAL HEADS AS REQUIRED FOR PROPER PERFORMANCE CONTRACTOR BEING RESPONSIBLE FOR CHANC'ESTHAT MIGHT OCCUR. 1 1) D �II ( 1� r E. IF OW MONITORING IS USED, SEE SPECIFICATIONS FOR FURTHER INSTRUCTIONS. LIMIT OF WORK �Lq j ' IIS' I II l �1 L X11 ' I�° R J� F. IF AF R REVIEW THE C 1 TY DETERMINES NOZZLE CHANGES OR ADJUSTMENTS TO DRIP f�Q I EMITTER � I � PIPING `1� II �L� C TRAJEC ORY OF SPRAY OR DEGREE OF ARC ARE REQUIRED, THE CONTRACTOR WILL BE y1' 1 1 �xd ,L,11 A h �•' 1 --�- II Il 21hi ® 1^ �� RESPPN BLE FOR SUCH ADJUSTMENTS AS A PART OF THIS CONTRACT. SCHEDULE I n n p 11 iV I' llh9 tl I ) --1�---- —T_'K,l II III 1 II ,f ti �/ 2 �I II 11 0 QJ n11 1 �ll t 1l 1 1, I� �• t� N "7 , {r a �rlwi � �` 2 �7 p I; �-'�� 3/ �c9 NO. OF EMITTERS SIZE OF PIPE �1 � • r " � � 21 I''L1i � ' I III • I - I1yI 1-D. . . . . . . . . . . . . .1/2- W /2" — -- _ ��� __--- II I �� x•20. . . . . . . . . i . . . 3/4" � < �_' �- �" _ _ i it 21-35. : . . . ... . . . . . .1.. `-+ • � wiryt ,r---,! _ , I I"" 51-79. . . . . . . . . . .1-1/2"' 36-50. 1-1/4" A � 11 l-r-- --T -*- . . . . . . . . . --�-3; 80-MORE. .2" p,VENUE f SCALE: 1 "=301.011 211 PLANTS B6 so B 4 �6 ill2" g g so 71 EMITTERS MILLIKEN 1211 I f2 C1 - �� GENERAL NOTES 11 2 1. TA ALL PRESSURE AND NON-PRESSURE LINES AND ANY 63 l'l PM INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS C2 I�d s�+o N SIDE SUCH AREAS FOR PURPOSES OFCLARrrY ONLY.) DE RIFT N F REVISION DATE PP I CC S 35 62 I l'21 4 2 ALL EOt,IIP SHALL BE SELECTED AND INSTALLED IN ACCORDANCE e/ Z„ A L 1 WITHSPECS. D CONSTRUCTION DETAILS.SEE SHEET NO. D-4 �I 61 1'�Z'' CITY OF RANCHO CUC�A O GA GO - �/ I U R i `c <�� 9. FOR SYMBOL D SIGNATION,SEE LEGEND ON SHEET NO. I-1 58 59 c 45 3 - C 9 C8 �� C7 I Ih1' 1 '1 1 n Ile 'lam 4. WHEREPRESSUR REGULATING VALVES ARE USED,VALVES ARE TO MILLIKEN AVENUE UNDERPASS X142► `2 E ADJUSTED FOR TIMUM PRESSURE,OR AS NOTED ON DRAWING. DI 2 Il p II ' _ ��' '%�11 1 " 5. ALLSYSTEMSTO VOID SPRAY ONTO BLDG S.WALXS.AND ROAD- 6TH STREET TO JERSEY BLVD. �I WA S BY INDIVIDUALLY�IDJUSTING SPNKLR HDS AND CONTROL VALVES. Dn , � , — _— — —u��----- 11� 1� 3!" 1 1, ' I+ 1 - , ` 1 v 11 6. THAT NEED TO BE DEFINED IN ORDER70 DETERMINE EXACT • LOCATION OF SPNKLR NDS ARE THE RESPONSIBILITY OF THE INSTALLING J I I r 1 Ili it 3 I �° " ���,,;,,, "�' 11 I I 1 1 d i• �� �1 I 'I CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. " �� a .�•� I r{ , 1 1 I N 1 DATE �� 9 �; ., �.• + , 1 1 1� �. �S • 1� 1 d l 7- As-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT APPROVED BY 4'� _+, 1 - II p '" ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. CITY ENGINEER R C E NO I 17 II ' 1 .`1� Illrl; NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. DESIGN RE �Vq '� , ,, ►, _ ---- a RJM U + ` �2 Il �` • n — ,�u 2!I ,,'�, 11 I� �--�_— — —,_ 1 --- 1 ,n�K 8, AREAS RECEIVING AN IRRfGATION SYSTEM SHALL BE REVIEWED AND R. J. M• DESIGN GROUP, INC. L J� It V'V�. VERIFIED BY THE INSTALLING,CONTRACTOR FOR ACCURACYOF SIZE Ra��a�+I���� LN't ( AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD DRAWN SHEET 40 C 4 C 3 �p PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT TO THE OWNER*S ATTENTION BEFORE INSTALLATION. BY FAILING TO R. J. M. I-2 of 15 � C 10 ____ -�-- 1 ,� l 2 11�. =,(L F _'` � a N 1 ��� DONSTO,SCO DRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- NECKED �DRAWING NO. II n ASSOCIATED IRRIGATION CONSULTANTS R. J. M. DATE LL//C 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA SHEET 3S OF `7- -> 90025 TELNO.(213)477-6525 FAXNO. (213)477-2813 } _ k 0 1 - co • ' T w MILLIKEN AVENUE Ir H M Cn 30 24i1 24� Ott Z4n aro° Z�}" 3G 24„ 1 •� _� '�-� +/ Jam.._ - _r-� _ _ �' (• - _ 13 , -411 33 37 F— 28 29 30 (D Q w 2 op _a PLANT LEGEND w iTREES 0 Go — __ — — — — — — — -40 SYM BOTANICAL NAME COMMON NAME OTY SIZE REMARKS Q _ _ �` /tae! ui ! ! � _ - J �� • • - -___ _ _- — - - - . ♦ . _ _ - _ ' BRACHYCHITON POPULNEUS BOTTLE TREE 31 15 GAL 20 ' O.C. LIJ j UJ LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM 17 15 GAL 20'O.C. IN PARKWAY 'PALO ALTO' 25'O.C. IN MFDIAN MILLIKEN AVENUE 6 24"sox 20'O.C. IN PARKWAY 2510.C. IN MEDIAN i 8 36"BOX 20'O.C. IN PARKWAY 0 25'O.C. IN MEDIAN — + PINUS CANARIENSIS CANARY ISLAND PINE 12 24"BOX 25 ' O.C. 38 39 40 N" Q 5 36"BOX 25 ' O.C. 4 ' 42 �- INSTALL MEDIAN TREES PER DETAIL C, SHEET D-6 W leg U -_, Q k LIQU VAMMAtz ST?jZA 4 R LA^ w Go LIMIT OF WQRK — _ d - = _ _ '` J■a ■i. — l3 AC f-HYGH I To hl ropU U,IEUS — — w • • • A— -- - -__ MILLIKEN SCALE: 1"=30'-0" u�uln S � cy) Ti >=t.uA �® y �' --s�.. 2�'� AVENUE plNus � �5 lv 4 2� _.--•may + �4 �n DE RIPTI N QF REVI ION DATE PP Q U) r 4 ! 4 t1 CITY OF RANCHO CUCAMONGA m �� '+ MILLIKEN AVENUE UNDERPASS w 4? -_ 6TH STREET TO JERSEY BLVD. U — �aNDSCA�� TREE PLANTING PLAN . DATE - --- - = ♦ `• V h��+ yJ, APPROVED BY v `'' d�� l/21 17 IT Y ENGINEER R CENO. ♦ ♦ i -+ OESIGN `K ;v1<�tFit'hCiC f, I ✓ art . : : Rim J DF.�IGN GROUP, INC. 4!77 op * 4 R.J.M. R.,� . we Luaw4ft A w"vrnwr LJ� � <S d} DRAWN E 1 4,j�r of U)i R.J.M. T-1 OF 15 NECKED G NO R.J.M. DATE ��� S SHEET' � OF T15-- w- w ww IMP wlw W"--/w( jw--. 41 Ap" A Am ♦M ♦ �► • ► Z � � OF ,No ' � I WOR Von All, ♦ ♦ , � �.._ ■� 1M11 A 00 ♦24 • ♦lam ♦ li �' ` ♦ �` r�� • •Z�� • � •,,, 24 2`f -�•�?,6 r i •Z�i ,_ _ t -:Z— ^- •Z�F ,.. � � • � •fir • r� ♦ _ __ -- -- -- _ _ - --- -- u1 _ _ ♦ ♦ - _ �j� • • t _.�_ _ CIS Lli . � � LiJ 00 • AVENUE I I ♦ .I I. ,� Zt Z�F" 36rr 2,4.r� Zen �Ah wI C� 4. ♦ _- 52 54 56 u {4- r Zq Z r+ D W _ - Q � A8 - • A6 A LLJ Lij am wpm. L IM11 OF WC_* FP ♦2�x v y ♦ ' - ? ♦ ♦ ! �• �► Q ♦ 00 ♦ PLANT LEGEND SYM BOTANICAL NAME COMMON NAME OTY SIZE REMARKS A BRACHYCHITON POPULNEUS BOTTLE TREE 143 15 GAL 201 O.C. 27 24"BOX 201 O.C. 14 36" BOX 201 O.C. • LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM 82 15 GAL 20'0.C. IN PAMMY 'PALO ALTO2510.C. IN MEDIAN 30 24"BOX 20'O.C. IN PARfMY 2510.C. IN MEDIAN 22 36"BOX 2010.C. IN PARKWAY 251O.C. IN MEDIAN + PINUS CANARIENSIS CANARY ISLAND PINE 17 24"BOX 25' O.C. • � 11 36"BOX 25' O.C. � 1 INSTALL MEDIAN TREES PER DETAIL C, SHEET D-6 • r -spot W.-tamm LIMIT OF WORK ♦ ♦ \ ,1�> ,,�lr.�t__t�w!-.� WLAW r- �- A-- • i� • ♦ ♦ ♦ ♦ ♦ ♦ ♦ • . ♦ • ♦ ♦ ♦ ♦ OBJ ♦ ♦Lu • • • • • ♦ __--- _ _ c9 CD -i _ �- - J _� �_ - �♦--+_- — �� �I QU I d1 STYCI Fl-U� w AVENUE -�-'' SCALE: 1 ' =301-011 FINU5 CAW421 Et-1`N 5 MILLIKEN — �cP 3 n 6 ___ - - � ITON PORALN�US n DE RIPTI N F REVISION DAT tPP84 62 _. _ CITY OF RANCHO CUCAMONGA c• f 6 59 60 �� -- -.- • MILLIKEN AVENUE UNDERPASS LI QU I nw rAiz- STYI�-I FLIAA. 2s o,c. __ ---- --� _ • • 6TH STREET TO JERSEY BLVD. ♦ C) A ♦ TREE A w . • - J%_ _. _._- - -� �� ��, PLAN _ . ZA - f - • � DATEAPPROVED By om ITY ENGINEER CE NO _-- • ♦ AL ♦ -^- -_ r. 1. ��E��z N 6 EQ _ r- ,�� • • -�/ i E SIGN - RJ� D r ♦ ` ♦ ♦ ♦ — __-- _ _ DESIGN GROUP, INC_ L.1� ♦ F:, R.J.M. RA-MPONG AM tAMVOIAR AC7RVTVt� ♦ ♦ ��v ri I�},,y_,qf `—♦ " ;; t 1 DRAWN .. . ,.». ... . .. .,... ,. HEE1 f� ♦ _ �� R.J.M. T-2 OF 15 ♦ "-Z ♦ NECKED DPAWING NO ♦ R.J.M. DAT E - SHEEI 3? CF- ` `` l 01 w w cn 157 HH !o3NO G5 TJ ENUE I I PV LTJ IB HH w MILLIKEN W �J Hv ZDI'W 70 Ct Y 1`;Via" . -�, 1.-•' ate. n \�1���1��.\1• \���\� ._ . . - _ . 3 32 33 _ 2 8 �' 30 50J� 55TJ 19 tA/ `1+TJ 31 Q 4-9 HH 3VNb 70J H 14f'1.�1 35HH 1.aJ w 3aHH z f PLANT LEGEND w SYM KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS —r O m — — — uj AR ACACIA REDOLENS N.C.N. 40 1 GAL 8 ' O.C. LL €~ ` w -- °' '' ° °e e•e e°e , - ° '�•. .:°•'.: °'a:••'.':°'.°:• .':• . W �;li',' DV DZETIES VEGETA FORTNIGHT LILY 38 1 GAL 3 ' O.C. •'Ae • XX.! . o o �•� ••V�Q •• LL� f �i'I I�1111 Jr7 HH HEMEROCALLZS DAYLILY 463 1 GAL 2 ' O.C. HYBRID MILLIKEN AVENUE JH JUNIPERUS HORIZONTALIS BLUE CARPET JUNIPER 418 1 GAL 3 ' O.C. 'WILTONII ' o MP MYOPORUM PARVIFOLIUM N.C.N. 189 1 GAL 5 ' O.C. _.._ ' ND NANDINA DOMESTICA HEAVENLY BAMBOO 136 1 GAL 3 ' O.C. CZ74 'HARBOUR DWARF' � 38 39 ' 4�0 4 � 4� PW PZTTOSPORUM TOBIRA TOBIRA 55 1 GAL 3 ' O.C. ' � ;��„��; 'WHEELER' S DWARF' TJ TRACHELOSPERMUM STAR JASMINE 803 1 GAL 2 O.C. Q W j JASMINOIDES Go Z IY w GROUNDCOVER —� • .. • .• • .es••..a••eee•e •e eeo°s.ee e • • •--•••..,••^• o e • _• •_•:}• ••:_• e s•.•::•:•::••e•; •.::e .e• : Z— APTENIA CORDIFOLZA RED APPLE FLATS 1211 O.C. U) , T � o e e o -1_ • •e • •• • e f ° °° ° a. • -- �.w.w.Y._...r-A.. ___J"-'n`...'_...a. a • -,t...a._ � o o ° °e HYPERICUM CALYCZNUM AARON 'S BEARD FLATS 8O O.C. ~ I I NOTES QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS IN THE CONFIGURATIONS SHOWN. 4" COARSE GRIND SHREDDED CHIPPER MULCH TO OCCUR IN MEDIAN PLANTERS, TYPICAL. w O LIMIT OF WQRKCD _ Q - rrtl ! _ Wo o °p ° o0 0°°°0°°°° oe° O°a.. �oe°:e°e'�.°eo 3f°^�.r-••ov �T�T o s' __ �� Was 4 _ 4P s. i° !�i�a �t £Y_°43° �_l_t � .:'-a°�oo °•o°•°°•o•°e •°�° .T_ -v- _ cn e °e• •e•o•e °° •• o 7-L"�771 _ SCALE: 1 =301-011 32 2 JMILLIKE Willi- 16S T J ���� e• e • ee° 5; TJ 510 H •�� °°. . •e ee e e � •e o° AVENUE DE RIPTI N OF REVISION DATE44 PP 45 CITY OF RANCHO CUCAIIIONCA 46 ti m 40JH 31 JH �cb MILLIKEN AVENUE UNDERPASS w Ti IZ1 476TH STREET TO JERSEY BLVD. �ll lip HM ' •. .F • , •• • •e • e e• o °•• •..•. 16 JH SHRUB & GROUNDCOVER PLANTING PLAN �1 - �• T / ,.i yl, __ _ _ ,' . -X' X' _ r_s_,- .. '1€ „'Y +r�•y. • �� .3 i.�� •s �T�✓•��•• •t•• • ••• e : •�•• ••• ° Iv TV T 7 DATE APPROVED BY •'• :• G "' ITY ENGINEER J RC.E NO 21E317 i - '""<. >,.••, �•♦•��,�.�; �, ?t1 .39-�. , . gip . . x.3, -�., i` DESIGN E C.uMf.tC fit,.}E"C� "s � �'' +� '' •'� •- �'�`a ��;�`�;.�;,.; '=",•`.', s •�ir �.•�: � c�- p�N`GROUP, INC. ,°X_ E"_ +.<e�• s -. �Wim.` �.t �- - ♦ YJ � ! � • �'- -` • •< -"�*a,'�,�•�'�< n•- r-� Pi uI uwI 'nW1r LJB .. �,� , .'°'�°♦�jr- P Ae4.•9 teaweM Mt.•t•!i'�'-XSAtww .• 1 40 '1LMp s`S a�14 •� a��P R.J.M. S-1 of 15 31 MrIZ�NIp HEGKED iA1ti'ING NO R.J.M. 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' A v o� �A Vt CA VA .A VA���\V��� 1 1111111— I A _ y 9 - -a- a e�a• :! •o 2°o v o• • _ � - - -_ - >> . - r.1. - t, #- T'11 � - - a,_ //^� 0 0 °4 .� vJ - ^° -a a _ �.' -. i e' , e -- v n. - ° - -t . . . .. .. • - v - A L - a _ f 1\�. i 4 s a a _ . 2 D • a I � era• o - -w ' . • •• n _ < ° °° > ° ° ° °y° r• • - .. • 1 . . . . . . . . . . . --_:. —t'' . . : e - _ ° ° e °°e , ° o ° ° o e° �< _ �. . °° °_ - i�j . , , j 4 l - ._ _ Y .. __ 't ) - _,�; r 7 7 °q` / _�ti�.i�- ', 1 �. ') } �7 ')�;'Y. ,*� ' l ).:, ,: )", 1 �� 'moi • r -c . -c9 s_-7'�- r� 1 1 - - _ _ _ - - 7 .i'1 _� f- r �IT;�' ,-�. �� .'l� L�; �- 1 l,'1�i �'•� -�•'. � �r�.L 'ellj �'1 �� _ °o ° _ s i 1. o c i i ' s _-v -o _ .-. �� 1 -� _ - . = -t! : - M;' > ffi?': ffi° ?_-, -' ,. -, �"',�' .P;,.''V._ _,,. - ',"� -? ,I '1 .4 }� tit? i7 .*• :�._--Zit�d+ -° �e-e e ° . �. t., •'-� - = r .4`: a ' le E`. E 4"! 'e sd'�-' .p.,,, _ _ `.1' 1, 'a-1�L. � r_`t. r)'�), -_ 1 11 b ,, qa - - - _.: } q + �/� f;l . • f - r - . io - .._ _ )' . , 79-15 - 21�pW 34-XG - s . i 4 -IM, � I.,, : I lw-w,- I OA�, _____�_ X\ 17-1 xcl I IZA xc `� PLANT LEGEND I 57,J6 -�wo Il p 17Mp —'""`�-�� SHRUBS SHRUBS • � .. .„ '" SYM KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS SYM KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS --•- ��,,..--"-"'""""_�•� }.^►^.�.•� ' AR ACACIA REDOLENS N.C.N. 273 1 GAL 8' O.C. TURF SEEDED SEE NOTE ���_ MP MYOPORUM PARVIFOLIUM N.C.N. 1,765 1 GAL 5' O.C. BELOW -; AA AGAPANTHUS AFRICANUS LILY—OF—THE—NILE 1,150 1 GAL 2' O.C. 11 ;;:,� ND NANDINA DOMESTICA HEAVENLY IIAMII00 523 1 GAL 2 ' O.C.1. 717111 ° APTENIA CORDIFOLIA RED APPLE FLATS 12 O.C. DV DIET ES VEGETA FORTNIGHT LILY 96 1 GAL 3 ' O.C. 'HARBOUR DWARF' n HYPERICUI•S CALYCINUM AARON'S BEARD FLATS S O.C. HH HEMEROCALLIS DAYLILY 296 1 GAL 2' O.C. �1YYY} PT PHORMIUM TENAX NEW ZEALAND FLAX 309 5 GAL 4 ' O.C. 'TINY TIM' .11 HYBRID TURF HYDROSEED MIX: Jli JUNIPERUS HORIZONTALIS BLUE CARPET JUNIPER 502 1 GAL 3 ' O.C. L� PW PITTOSPORUM TOBIRA TOBIRA 1,068 1 GAL 3 ' O.C. SEED: 45$ REBEL II FESCUE 'WILTONII' 'WHEELER'S DWARF' 10$ NEWPORTFBLUEGRASS JS JUNIPERUS SABINA N.C.N. 638 1 GAL 6' O.C. i =1 TJ TRACHELOSPERAIUM STAR JASMINE 2119 1 GAL 2' O.C. JASMINOIDES AT APPLICATION RATE 10 LBS. PER 1,000 S.F. CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE. 'BROADMOOR' M BINDER SOILS STABILENT 60 GALLONS PER ACRE. 150 LBS./ACRE GRO POWER HI NITROGEN 14-4-9. ♦ iii ♦ * XC XYLOSMA CONGESTUM N.C.N. 289 5 GAL 4 ' O.C. 1 ♦ ♦ ♦ 1 f 'COMPACTA' b I �4 Is TJ 57AF-- 4-17 MP 105 AA 1 �° . -5` Mf' I'I�5 _ ' 4 OF COARSE GRIND CHIPPER MULCH IS TO BE PLACED IN MEDIAN PLANTING AREAS . . '" Ste' # a, F � Mw "M _ • �°"� �. �,,, �"' _�"��II►_, ,lA�lt,11P'� .�-;t '*�•` „ '- a_ ,� _ y ",. , 1MN�!1R . -. ' 11�'" a ,�"` �. c C. A. i `t �. �, l 1_ ly_ t <i'I:t'.. �: �,l�: t i_' . . SAO o e °•e 1 - - , ,t ,1.�. �. 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C . •`- - - . . . ` - e __ e - e o o > - - a-! ,a-e a e -e e-o° .o'_ a o 0 o e u 0 o a°-e o°e o °°° o°• o.. o e e° _l •° o P° . . •• . . �... \ \ a°•° °° o- E 0°Y 0°° °�a° °>• ° ° Go °•°e •G;oog°o e o>Y'so o e•o p.• e•°e • a e'"a O e e e•°°° 00 0 0- °p°... , t - r e. o >° {e - 11 0•°• •• °o L e°D°°• . ° - • e•e I. > o ° - O O • •e O°Q°° • O O O a° O° O >O O°o °° •e ° a b.. °° o �'e° °O ° ° o •°♦ O°°a o°°-° A•OO o °/o e ° 4 • •- °.-•°• • •_.°•-. • • ,. _ o ° eo ° oo ° oe ^ eo 00 00 °ooe-o °o o>o oa °eo°O > c .°A_4°4w4°4�l°i- _ •.:> SCALE 1 3� 6 ° ° ° o •e Ooo °O•o o°°o ° 11 •°a°0O ° °O °le °p aOo Oe°Oe l o00-OO eA eO" " , ..d..,-,...*-,..........-.....-.....-.....-....,-... .- e000 e O .. ° 0 00 oQ-.°A-a°a-A°A-a°•- a„•.,.«'-e_°� - °o• _..9 a o a°o-. eo a 0., °- q°• °oe • o 0o a • ° °Y_!°A-A°A-�°a?A°a-a°a.°°A-°°a^ °O aO • ° °o °4°! 9°A-1 lw a.°!-0°.a_l ./_A < 11 6o°..w o°e•o°o.R l.° - - S '� - ..rte' 'fig ,. s "' - . _ - Qty�'r �. —102-Ti 1 C J�t ,._w _ d- — 0111 0,, .� NCO ��� w..___ -- v. r „ v4a -_F_ 4� v 1 - r DESCRIPTIONOF REVISION DATE PP a. >> . � ______�- CITY OF RANCHO CUCAMONGA � _ --- 1 . r. ___ _,-, A�.A»\���> _ _ - �� �- r' �r� MILLIKEN AVENUE UNDERPASS . -. __. 55 NP 55 H H &%* .► q T r.�r r'!I ` '• �� ' • ��.:� 'o 6TH STREET TO JERSEY BLVD. 20,1{� Sh-T..) _ 11, - � � ` ' j - ry � .. � . e^ .'''. _•r,o-'.r'.6..._.._C a Q o�'o p a.-..�e o o e e° ° . +Y a.\ o••a'a e•e° ..ash•'," a° ° °��o ae ° °.•°' ♦• a °- � . • _ . _� .•-rr_:.-.•w' a o'- ° e o a a o 0 0 - - . . +<.,,•4.,,.wr•_.. 1 ,. + _. •.a It—. --.�--„ o_.`—s— .- � °°.Q _°° as e° _ _ _ - _ CHRUB & GROUNDCOVER PLANTING PLAN ;.l.. •+ a o .-.-. °' ° o ° S _p o_e e • •o °° • °a o o °° °OA°.. °i ee eo` o - e•__ °o , _ - .v.-..-_.._.,�-.. „--o'a,'s -- e °oq•° • co ° • _e o °° °° °° °G°°a9; oC•°ee °°vo - n°o.o° a-o - a-e-.-.-•-.•. _ - _ vo0- o o e - __ - ,r, -,- a ..b o • oo woe >>eo °o oa _ _ a o ° _oo°q°a o°e. ee • .. - -- a•-• -- 's_o -e e _ - e o >°• - - o - oho as°-o ➢�o°..00 o°0.Aove a•ee e_ a a: °oe°.�: .9.. •e > ° -o - _o co9. -o_ n _ - _ - --_ °o° _ - _ - . ,+.•. .. - o . °e oa-• _o o° °1 00 ° oo coa°OoD° -eQe> 6 _ _ o \-r-r_•,.-.-.-. - --••s.- °e° ,-..�.ea' ,'•°e °O°°Q o0 0 • OAav . d•!°a7•a n0 4. .. - . . -. - ''.''.'•. ••-• •� O.° OO G°O•°° . - - - 4 �.��,,,R+►!•`' � � / �/� ��- ° o, e,° °°o :°°`oo°° e - °° _ > - - =.� °° s =” //l GATE , s ,ee_ °a_ - •' . . . - °:°° .,.• ,. . APPRISVED B 2I�I7 . ° - 179 ITY ENGINEEP �'� �__' R C E NO �, ___ • •. . - _ _ = _ _ _, to •• --• - = ' _ . • • DESIGN _ f,t l JM E NuE v . . . .. . . _ . . : r _ = 1 _ ItJ M t = = . . _ -: '. . . . _ - 1 . . . `r` sem- „ _ QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. DESIGN GROUP, INC. 1_ '.° _, F F R.J.M. R,,«�.� .,�►.,»,,. ,. ,.. L J B . ;1�t �- ",L;:. . - CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-O S '. ' .•• ;; , t, AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE 4 c:, �.• :�: -°_`'�,;_k I--w_% y� t •�.% -,� �•.�:;.,� � ' - ,,r --� PLANS IN THE CONFIGURATIONS SHOWN. R.J.M. S-2 �F 15 _ l t t C *J. 1.k ���. `� L ,ti : ,tie 0-::- L _ 133-15 27Mh cHEcKE� j ti. >' ',.c-• �; DRAWING NO F _ - � .L •r � , -_ - - __ R.J.M. DATE a S - - - 11 g _ T.� __ q-o� SHEET ,�9 OF �s - il- :�� - CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR THE 2 ' WIDE DRAINAGE COURSE IS PROVIDED FOR BID PURPOSE e%v'rY. TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ACTUAL INSTALLATION IN THE FIELD SHALL ALLOW FOR NATURAL - LANDSCAPE ARCHITECT AND CITY OF ANY DISCREPANCIES. APPEARING FL!iCTIATIONS IN WIDTH, FROM 1 1/2 ' WIDE TO 2 1/2 ' WIDE, ✓ ✓ f'"' i J ✓ OR AS DIRECTED BY THE CITY INSPECTOR. _ CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO T �i�QI�jL J s'`� -� �^ ��. a�,� r/ CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES THE CENTERLINE ELEVATION OF THE DRAINAGE COURSE SWALE SHALL — 7' 0" 7'-0' INCURRED. FLUCTUATE SO AS NOT TO APPEAR "CHUTE-LIKE" OR ENGINEERED. U CONTRACTOR SHALL OBTAIN A CURRENT AGRONOMIC SOILS REPORT. HAND PLACE IN CONC. SETTING BED WITH FLATTER SIDES UP TO FORM A THIS SOILS REPORT WILL SUPERCEDE THE RECOMMENDATIONS AND UNIFORM SURFACE WITHIN THE DRAINAGE COURSE. r�'JK MUI�H DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. SUBMIT COPIES OF REPORT TO CITY FOR THEIR REVIEW AND COMMENT. PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT • , 'SII I" O CONTRACTOR SHALL LOCATE AND STAKE THE CORNERS OF ALL WALLS AND AWAY FROM DRAINAGE COURSE. Q w SHALL INDICATE WITH CONTINUOUS RIBBON THE PROPOSED TOP AND DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN TWO-THIRDS THE DIAMETER • - I,I. =-� I ��= �� I =�I`I-�� -_�-���� BOTTOM WALL ELEVATIONS. THIS SHALL BE REVIEWED AND APPROVED OF THE STONE FOR SIZES 4}1 _ 12�� , NO GREATER THAN ONE-THIRD THE BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO ANY EXCAVATIONS DIAMETER FOR SIZES LARGER THAN 12" DIAMETER. o FOR PLANTER WALLS OR FOOTINGS. ( COMPACT SUBGRADE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH AND �T �7 ALL FORMS AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED TRUE TO LINE AND GRADE; TEST FOR REQUIRED COMPACTION PRIOR TO AND APPROVED BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR PLACING ROCKWORK. PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE B, A g ARCHITECT AND CITY INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO CONTRACTOR IS TO PROVIDE A SAMPLE 'ROCK AREA SET UP PRIOR TO i THE INSPECTION. CONSTRUCTION OF COBBLESTONE INLAY. CITY INSPECTOR HAS FINAL 24" DRAINAGE _tOf CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED ON APPROVAL OF ROCKWORK. Wir'T" THE IRRIGATION PLANS PRIOR TO PAVING. IF CONTRACTOR AND/OR CONCRETE PRODUCER HAVE NO PRIOR EXPERIENCE 3'--T' (gilt T, rls. WITH PORTLAND CE14ENT PERVIOUS CONCRETE PAVEMENT, CONTRACTOR SHALL REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR ACCEPTED RETAIN AN EXPERIENCED CONSULTANT TO MONITOR PRODUCTION, HANDLING STANDARDS OF MATERIALS AND WORKMANSHIP. AND PLACEMENT OPERATIONS AT CONTRACTOR' S EXPENSE. MOW STRIPS SHALL JOIN WALLS, WALKS, OR FENCES AT 90 DEGREE ANGLES UNLESS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONG PROPERTY LINES. MOWSTRIPS ARE TO OCCUR WHEREVER TURF AND GROUNDCOVER MEET, AND WHERE PUBLIC AND PRIVATE MAINTENANCE MEET. TYPICAL MEANDERING COBBLESTONE STREAM BED (CURB ADJACENT) JA GENERAL CONSTRUCTION NOTES E COBBLESTONE CONSTRUCTION NOTES F TW///8,0 //10,0 CONSTRUCTION LEGEND O1 CONC. CURB-REFER TO CIVIL ENGINEER'S PLANS. 2. REINFORCED CONCRETE 12" DIA. DRAIN 15OX SET THROUGH CONC. +1 O SUBBASE. CHRISTY /V-1 WITH 171CX213 GRATE. 71A11111,• 0 / D �I 7 0- 7. 0 T?" l- �}�C1 � Wi`� ��l.E�l/ O 12" DIAMETER X 10 FT. DEEP AUG ERRED DRAINAGE SUMP. LOCATIONS-/Y {��� ! P O� yPER CONSTRUCTION PLAN C-1 BACKFILL WITH COARSE SAND. v Zf 7th///o5'S S�cW �l�t✓ 4. GRADUATED SIZES OF LOCAL, RIVER RUN GRANITE STONES, INSTALLED IN THE FOLLOWING TWO STEP PROCESS: ai �- - �/� M I I� A. 24" WIDE 'DRAINAGE COURSE' �w/�o3. 7��� '� 4 L \ - TO BE SET IN 3 k" MIN. THICKNESS, PORTLAND CEMENT �yl Q POROUS CONCRETE PAVEMENT SETTING BED USING 4"-6" DIAMETER d Cillf� `7 2 , II STONES. �:le \P j - B. 'PERIMETER' AREAS TO BE SET IN CLASS 'D' MORTAR, 1 PART �$" ,� CEMENT TO 2' " PARTS SAND, MIN USE 7" TO 12" DIA. STONES. /� •JI �\�•l ,{..( 1\� 1`1/ I 1" COMPACTED SAND SUBBASE.LLJ _ � v�}� < <�'' er �• � -A O6. BOULDER PLACEMENT PER DETAIL C, SHEET D-1. FINAL LOCATIONS TO J, - ♦ • I11_ {1� I 1 BE DETERMINED IN THE FIELD BY LANDSCAPE ARCHITECT CITY SIZE , 1' TO 3' DIA.) / (SIZE CONTRACTOR.SHALL BE REQUIRED TO OBTAIN A CURRENT AGROMONIC SOILS REPORT PRIOR TO CONSTRUCTION �Fta.T T++aG F(N►s++ /// •a rW111�o L ' COBBLESTONE SIZES SCHED T �//¢r 7W11 7WIII sJ� T�✓//* � CfJ�b TO i�-��T'�►c�-�� ' SIZE PERCENTAGE c 7yYiilo,o VOL) 4" - 6" DIA. _ 60$ //�� ���0 4. TTS 7" -12" DIA. 20$ -- -- • _ 1' - 2' DIA. 10$ E •� 1 2' - 3' DIA. 10$ { f 24 DRAINA6E 7W/b3.o C000(� I' 7W _ -, 4 ' as WEST TYPICAL MEANDERING COBBLESTONE STREAM BED WITH DRAIN GRATE & SUMP B EAST/WEST PLANTER WALL ELEVATIONS G 4o 51-tot)1-D 4-t4&-\-/E_ �1 t fZ*15 �1_� I N 1&-ru P, -L- A�p-�I N C> FEDI-� . `r-[ fes'' � P�►r'►t✓T S s,-+�u� �� � ��� ��I A7T►o rJ No'r � n R mitre % Dale `R591 N'i�"�i� 6,5 J i-t✓ �D�'f� ul4lf DF CA11E04N\P r r ALI- 1. AT 20'c SCO.0 JOINTS Ai l0'-0' O.C. 11NO 3/0' IITt?1t11ous FELT EI►AJIS1o1I JOINTS l GrS�• _ ` 1 t ti` �' _� S 1M ►lAl1T IED -` ,r �'I CITY r-r _u r " 7 rt r \ DESCRIPTION OF RE VISION DATE V IN LAWN (WIVE F 191 K7V Cu}tt -�RAotui E=ros[o E^GCS r� 4 r JAPPROVIED //��vwIC%�� Aho 1111 SH IEI ►1.A•N (INSTAII Al GAADE _ r} + I r lCY(L AT SWIE CROSSINGS) \� J- sLl� FINISH GRAD( �—� I �� CITY OF RANCHO CUCAMONGA - ►'To 2' �u ./TYP MILLIKEN AVENUE UNDERPA • ' Ill .,;�li ' � ---_ /) Itt•tAJ1 C01IT1Nu0llS ( � SS �� • t - IIID (t�ll[SS OT)fRV11C INSTRUCTED) \ / 6TH STREET TO JERSEY BLVD. Arm . I NST'ALL_ CONSTRUCTION DETAILS GY-� �IoNA.L- ov�R-!eD S-r0Ne_5 ANP v�Y Cou�s� IN WV_rH , -T-Hr G�+Trzac_-roR -70 Ir)G�tAU, TNtS p �N�,� S 4 KjA-TucAL APPROVED BY: DATE: �� All y-r �..tF� CITY ENGINEER � d'� RC.E NO. X1817 DESIGN RJ I1 RECOmmENDED R.J.M. DESIGN GROUP, INC. LJB rl.A!•M1TVG AND LA!VS)SCAI•► k11C}fTT'FCTI"RC DRAWN , .,, r.•w •wri•.. SHEET R.J.M. D-1 nF _15 TYPICAL BOULDER PLACEMENT C CONC. MOW CURB BTW N . TURF/GROUNDCOVER D MEANDERING STREAMBED-TYPICAL LAYOU '�� - C"ECKR. __ - -- DRAWING NO YL J.M. DATE _ SHEET -�/o of �s TW 1114.5 TW 1111.0 \ BW 1110.5 B W 1107.0 �. >♦ss>�L-��� \ ' TW 1111.0 t TW 1111.0 _ _ - -- -� �� i` W 1107.0 �B W 1107 - -"_ -- 'W""■-'- ON TW 1118.0 1 - _ +� -� -� , BW 1114.0 f J TW 11 14.5 BW 11 1TW 4.0 111$:8 \ TW 1111. , BW 1110.5 .TW 1114.5 TW 1118.0 t BW 1114 U BW 1107.0 �� �illl �t1110.5 � TW 1 1 14.0 ------ --- B W B W - --- -IF BW 1110.0 T---- - i -- 1-- --- --- ---- 11 h�� � T 11-41 v�/ter � TW 1114. 1114.5 - -� ---1 2 I - TW 1117.5 -- BW 1110.5 I _--- �I C��� - S BW 1113.5 _ BW 1110.5 \ T W 1 10 5.5 C 1099 14' L a�W 1 C 3 C rC 1101. \ `-TC 1099 56 BW 1 10 2.5 B W 1 101 0 TC 1 101.23 * INDICATES CONTRACTOR SHALL � f-T W 1 103.0 - VERIFY A MAX. WALL HEIGHT OF BW 1101.0* \ o s'� ATRIUM DRAIN CONNECT 24" PER DETAIL H THIS SHEET. \ \ I I --- TO 4' PERF. PIPE --4" PERF. ADS WRAPPED IN FILTER FABRIC W/ 1 CU. FT. CRUSHED ROCK PER LINEAR j Y �� / [� Ff FT. OF PIPE DAYLIGHT PIPE THROUGH T p �� 53 54 55 TW= TOP OF WALL ��TlJ ?-f?-' .0 t Etc,-1r=�cl CIT 1 BW= BOTTOM OF WALL Y �D AT FINISHED GRADE NOT NOTE: DAYLIGHT THROUGH FACE OF CURB. \ W 1 105.5 TOP OF FOOTING. � �, ��, DG �{�t�{"f .{ ¢► , - PULL hVG TW 1103 W 1102.5 � C71�-� �S8- Ien I • i/ � ll� �0 ` NU BW 1101.0 � TW 1103.0 + TC 1101.9 TC 1099 56 --- TC 1099 3 B W 1 101.0 TC 1101.23 / -- - - - - - - - - - - - - - - - - - - -- �.� I( - t -T -f- Tvv 18r BW 11 W1111.0 Tw , 118.0 BW 1107.0 BW 1114.0 .^ -.r w 1 12.0 BW 1 108.0 \ - �T• �iL- A1/T I�'`I `JI BW 11155 7K 1111.5 1 L TW 1110LTW 11150 L 5 BW 1111.0 BW 1114.5 • �!!! � W? 14.5 � \8` 10.5 -_ BW 1110.5 L_TW 1111.0 1 BW 1 107.0 ` �-ow aft aft ow so ow on -ww-vm DRAINAGE PLAN N.T.S A WALL ELEVATION 112"= 1'-O" D WALL ELEVATION (SIDE) 1/2"=11-0" G 1 am go an amom so -- - - _ _• J --• -- J J _ - - t�` i .-" � ✓ Ti'✓Ltd�� ` r - -- - - - _. 1 - - -- J . L------- s.� r \ ( I _-_._._.-. 1" ELECTRICAL CONDUIT WITH SWEEP ELLS / y L-�1� � CAvAiLoiJl AC,t /, © JUNCTION BOX LOCATED C7W-)Gly-ZIP NOTE: DAYLIGHT CONDUIT THROUGH WITHIN EACH RAISED SIDE OF WALL AND ± 12 I a PLANTER TERRACE ( 1) \ `- -- - BELOW FINISHED GRADE 53 5'4 55 PER TERRACE. �' �"1�M� � W54 144 -4N SEE SIDE DETAIL G ` INSTALL PER LOCALi1�l��R'-�% �1=, SHEET D-2. \ \ CODES AND ORDINANCES I 1 1 /. G�t6I561cPtez: AVAV L - MIN, 7 vo -- ---- - wait- . we ELECTRICAL SLEEVING PLAN N.T.S. B OVERPASS WALL CONNECTION E H w.0 � - ..• � =a Wo +�"�'� --+ `�11` / � �G SN I:GrI���TCINI-li►3�TI G woo T rP � LL-- - I III GIS, PIPE e, b'I oz. 12111-L- hCJ'f.�G-' I21=v'r�•_ h -v- - - -- 9 ALL . AVENUE HANDRAIL DESCRIPTION OF REVISION DATE APPROVED - �,4.,_ ^"+�"�,- f`tY =`_:--ice_' ..a- i�is ._._`--w`:`.' ' ` .-- _.`" -- � Yfi � - .r. :s��.. -4.y �:J!..,-+•.J �•" `.��, •!(- _ _ 1�J� �..}�.+ � /`} 52 53 Sa 55 56 U-p r1?'-,4;a CITY OF RANCHO cucAMoNGA ILLIK N AVENUE UNDERPASS --- ll TW t- I Io3 - � --�- _ _ _• •- -- -----=�'- L _ \ 0 6TH STREET TO JERSEY BLVD. -�4 Q �rA� E q,� CONSTRUCTION DETAILS 1 -� -- -- ,`� APPROVED BY: dq DATE: �•• ! •. u.r s r�.. -111111111: 10 ^ye'l./�+.� 1 Q ° �✓ 1 �4 ' -, CITY ENGINEER u'" RC.E. N6. 2`1817 am mar S `! t I) $�L'�ikl�e DESIGNj1 M RECOMMENDED � 1 R.J.M. ='�� DESIGN GROUP INC. LJB \ •��*•�•� PIPE RAIL HANDRAIL � �- _ ,�, Dee 1 _ `� )• �f Im r I� on � � f Nip �• FLANNTNG AND LANMCA" kpcHTTYCTL•RC INSTALL PER DETAIL SHT. D-2 1 � +�I ��.I �- 4lf OF CA R.J.M. DRAWN � `_ r., ...,....,f.TlM-y.IM,n,nC.O-..•...•p„.. SHEET R.J.M. D-2 OF -15 HANDRAIL PLAN N.T.S. C HANDRAIL DETAIL 112" = 11-0" F CHECKED - --- °RALW�'NG "° R.J.M. DATE 6" 6" GENERAL GENERAL NOTES 2" 2" 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1988 EDITION AND CITY OF RANCHO CUCAMONGA. to2. VERIFY ALL DIMENSIONS BEFOR STARTING THE WORK. 2' CLR. ;d. 2" CLR. 3. DESIGN IS BASED ON SECTION 2309 OF THE UNIFORM BUILDING CODE. POURED-IN-PLACE " POURED-IN-PLACE _EARTHWORK AND FOUNDATIONS H X2 BARS CONCRETE WALL o #4 A 8 1/2 O.C. CONCRETE WALL 1. FOOTINGS SHALL EXTEND 18" MIN. BELOW LOWEST ADJACENT SURFACE. 2. DESIGN SOIL PRESSURES ARE AS PER SOIL REPORT PREPARED BY @BARS #4 0 11" O.C. MOORE & TABER JOB NO. 187-112 DATE OCTOBER 3, 1990 3. ALL BACKFILL MATERIAL AND DRAINAGE SYSTEM SHALL CONFORM 6 2 COATS WATERPROOFING WITH 6 2 COATS WATERPROOFING TO THE CALTRANS STANDARD SPECIFICATION. O NYLON REINFORCED MEMBRANE. WITH NYLON REINFORCED CONCRET 1 MEMBRANE. 1. CONCRETE SHALL BE NORMAL WEIGHT PORTLAND CEMENT CONCRETE WITH ,. A COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. SPECIAL " DRAIN PER. N �1,� 1 -4 3/8 INSPECTION IS NOT REQUIRED. 2 MAX. CALTRANS I '� 2. ALL REINFORCEMENT TO CONFORM TO A.S.T.M. SPECIFICATION A-615 SPECS. # BO-3 DRAIN PER. CALTRANS GRADE 40 FOR #3 & SMALLER AND A-615 GRADE 60 FOR #4 & LARGER. 2" MAX. 3. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED AND PLACED IN cV N ILr " SPEC'S. BO-3 ACCORDANCE WITH ACI 315 AND ACI 318. 4 ® 12 O.C. -- 4. CLEAR SPACING BETWEEN REINFORCING BARS SHALL BE A MINIMUM OF - - - - C.4 1-1/2 BAR DIAMETERS, 1-1/2% OR 1-1/3 TIMES THE MAXIMUM 2 _ 4 CONT. KEY 1/2 #4 0 12" O.C. AGGREGATE SIZE WHICH EVER IS GREATER. 5. REINFORCING COVER: 8 1 2' CONCRETE PLACED AGAINST SOIL: 24 FORMED SURFACES IN CONTACT WITH SOIL, OR EXPOSED: 2" SCHEDULE H ELE " 3 -0 MASONRY SURFACES: 2" HOW) TT 9 BARSBARS 6. SPLICES 36 DIAMETERS BUT NOT LESS THAN 2'—C" CONCRETE; 40 © DIAMETERS BUT NOT LESS THAN 2'-0" IN MASONRY. SPLICES ARE 2'-0" 2'-4" 1'-1" 0 14" O.C. #4 0 10" O.C. NOT PERMITTED UNLESS DETAILED EXCEPT BARS MARKED CONTINUOUS 3'-Q" 2'-8" 1'-3" #4 0 12" O.C. #4 0 9 1/2- O.C. MAY BE SPLICED IN CONVENIENT LENGTHS. 4'-0" 3'-0" 1'-5" 14 0 11" O.C. #4 0 8 1/2" O.C. 5'-O" 4'-0" 1'-9" 14 0 10" O.C. #4 A 8" O.C. MILLIKEN UNDERPASS RETAINING WALL LA MILLIKEN UNDERPASS RETAINING WALLB GENERAL NOTES C HORIZ. WALL RFJNF'G. MAY BE CONT. OR ADD BARS SAME SIZE AND L SPACING AS WALL L REINFORCING----\- NOTE: VERIFY FINAL STRUCTURAL REINFORCING PLAN AND FOOTING DIMENSIONS WITH CITY SINGLE LAVE INIERS.EC11ON SISLE LAYER CORNER PRIOR TO COMMENCEMENT OF ANY WORK. L = 32 BAR DIAM. MIN. IN CONCRETE 24' MIN. 40 BAR DIAM. MIN. IN MASONRY 24" MIN. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA MILLIKEN AVENUE UNDERPASS 6TH STREET TO JERSEY BLVD. `allosC,4STRUCTURAL DETAILS QUO Q V0fA 99� // 9v APPROVED BY: J DATE: /9 r CITY ENGINEER RCE. No. 21817 2' DESIGN P jM RECOMMENDfC 'w i R.J.M. DESIGN GROUP, > ! * ri. OL , INC. LJB , ►LAH*lT!JG AND LAHDSCA!'7 A11ClfTTT{Ti7tE S " � DRAWN r. .,....n., SHEET lOF- LAM R.J.M. D-3 OF _15 WALL TO WALL CONNECTIONS D CHECKED _— - - DRAWING NO R.J.M. /�f s-L_ DATE _ SttEET �a OF �7 S CONC. VALVE 1011 NUKED '1UIGATION ACv• %*ISTV'FL9 101 IK9 Lit TO SPRINKLER • ANGLE PI K TO SPECIFIED XPTH WITH 0' ELLS SCN 40 PVC MALE ADAPTOR -- I to - -- 2 KH oy PVC WON 1. EQVIP!t:NT TO RE`INSTALLED AT A MINLMUM OF 24- FROM. ANY S:RUC-:'.'RES OR NAILDSCJLPING. 3 MASS NIPPLE 2. RAWIVS ALL EXPOSED CONCU TI EDGES. 4 MEYERS MEUc_i-MZPCtvCLOSI'RE �1ZINAV­TITF`S CONNECTORS 7. WEIN UNIT IS N•E-ST TO A S:ROCICRL 0e. WALL, BUILDING, ETC.) MO(.-NT TEST COCKS ON --- ELECTRIC -E-.Ek Is IN LAWN ARYLS OPEN OR NON-S:RUCTLRE SIDE- �- - LDLOR CODED MAP FOR VALVE 3' IN PlA117 BEDS ELECTRIC CONTROL VALVE d, x.p�cTv UNIT rm( sHQ�s �� EpoysaLE �',` r . - LOCAT!ON iNS'DE (PER. SPEC'S.) 5 p(LIEr1T UNIT 96aAL L�1, ro STi7E�T _: a ,. I i r- " i1N1S1( _ u� --------- BACXFLCV PR_vFM-OR ASSE?!ELY �,-. j, C)u-scrs! 2100-24 CONTROLLER LIs-f 522E 55 , - \ ' I .All "CUNT LON7IULLER - �l c j , BFiA55 NIPPLE l?ICJL (4) PL--.CES I r - I 1 �0 4T LtTHIN ENC:D�L'aE. \CAvA`rL T LITC VOLT •IRE (N RIGID ST[[LCONDLiT (PER LDCAL CODE) rlG TAiI EXPANSION r 6 Ok•OrF SV'ITCM AND 110 VOLT Z u ' RAIN 11ILD» DLPCViTI( TILLOV S'RUC•LRE OR BKASS 90' ELL-TYPICA (2) P JACLS LOOP (MIN. 24LONG) IoIIEN u► • 50PLT ON[ R[Y CXTCRIOR OUTSET TU IE PROv1DfDBY �-- KAR:SC.A►iNG � � - COM7RACTOR- ►[R 12 QCv'S IMCLVLINC MCS[ _ LOCK MUT it � '' __ IRASS ANGLE GL OIC Srlv[LS. 1 _ _,� -111PO+S NIPPLE i' VALVE r/04104 114;59 CRAM • INSTALL IM - -"--- - - C •?+OM V:RI/COM-IOL V'1RE5 IN ) Y ►LAI`T[I IID ONLY LI" M,.,.w - ~ --6RA45 WYE S:RA:SER L;� 60 r ) rGIIADE L j scH. Bo PVC CUNDUIT < FLOW �I 4 ` 1 = 6' 2' x 3 X 4 CONLIETt FOOTING -- _ -- _ � _ ...A : [ � - --- _ PRES. REG.SET AT BRAss L. .DN MIN. 1 INSTALL A MINIMUM Or 7'• ABOVE _ II, BRASS NIPPLE - _ : i a 6' ._:CT, x 12" '-:�E C SCtirr PAD k - ss I (LES a PARTES PT_R ✓A\ AC'_T R) rt _ d CRADE AND SLOPE TOP TO DRAIN e + ^ D _ �- - _ 85 P.S.I.( E1•. S.. 4 .+ !UI-: AT A MINIMUM OF 21 I ^� • \ i F - ' )' _ _ X 12 i IN OPERATIb/J)' w S:CPE To 'PKA A: r.:,L .. ,�----- - ---- --------- �,. k _ \, .. 3/4• WASHED CRUSHED _ _ _ _ IN OP a1oBl cl DI ' .i' _ - I I I I •- Fi_ .r. SOLRCr :4:Ski GFAJf ` OF 1♦ DIRECT BCRInI WINING TO + I F ,..► AGGREW E LUSS 41r1LL - s•AiMl[SS s-[[L ��---� - - - - - -- - ' D - _� _ _ _:_ T - f: 1 SCRiV CLAIM? p' [ � c�L --- -- - - - II .-i VALVES: BUNDLE AND TAPE [r'ERY �" r _ �KH 80 PVC HIPPIE IRA55 90• STutT I'LL '�� 15 FT. O.C. INSTALL WITH' MAIM "� - - IAASS 9G• [LL-- - NI4:MV14 O) ►LACES ✓ -U I- • _ ��'�, _ __ 8 LIN[ TRCNCN. 11 RII R RET[R TO DETAIL N0. __ CONTROL I COP`K WIRES !BASS M:r Lt 6 LC A STAKE F - -- - ,--__-- ,-_----_ -_a _ -- ----- �-- N R _ _- _ ry __. a IRASs 90 S,i [, [LL (24 LOMB) _ - - _ �.. • � ay [` � . - I*A - - L- CAL.SE NSE Xx S I I ? I • =_I = �' ` J F :, P 1 r 1 . LOCK BOLT NOTE 3 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES l Lr_ t - ' LOCATION TO It APPIIOV''LD FIELD BY TME LANDSCAPE AlOkITECT PRIOR TOCONSTRUC7,,10i I = ,_ 12"<:�":12" CCNC`TY 2. LIFT HOLE SCH 40 ►YC SRSxT TEE L--PRESSURE SUPPLY LINE - _ ,-t;.ST BLOaS :CAL 3. CHIPPER MULCH rIMISN: 2 COATS SChI-doss [NArCLCOl00.p4•lC1TY _ -_ i; fS^, :RED d) I,aI (jf_ - (2) PLACES [ c 4- FINISH GRADE 2. CO►:MON VIRE TO BE VNIT AMD CONTROL v;R[ TO BE RFD IN COLOR. _ F c_._ ). NO SPLICES SHALL IL MAD[ RETti1EN C04T10LLL1 AND REMOTE [047101. VALVE. NOTE; ( --= - ,. _f =�_�_ SCE 40 PVC :ALE A:AP::RS 5. SALCO ',:P-5 (T Y_ S) 314" ?VC -ALL VALVE - SCtEW 4. CONTROL WIRING SEQUENCE COIRESPOMBS TO OPtRATINC_-SEQCEKCT'OF RLHOTI CO+r7IDL _ c r TYPICAL (2> PACTS TO END OF LATERAL LINE. VALVES AMD AU10•tAT1C 5IIIMKL[R CoMTROI UNIT STATIOM CDNNFLT1UN SEQUENCE. 1. INSTALL CDNTROL VALVES A MINIMUM OF 12' IRON STRUCTURES OR HAIDSCAPING. � I r I. L:4•E TO SYS:�"S 6. 3/A" Z 36" DIh"ETEQ ALGAF RESISTANT PVC FLEX FOSE - PIG TAILED StQI'CNCE SHOVTI ON DiTAIL IS FOR IEFENEMLE ONLY - SEE IRRIGATION PIAN FOR _ _ it E 3 I FROX _ t CONNECT VALVE SEQVINC[. 2. INSTALL VALVES 1N PW/T MEDS ►MEAEVE4 POSSIBLE NEXT TO SIDEWALKS. A - - , 7 -_� _ 1 / _ P_ �_ 7 . CHRISTY F6 CC`%{.nrTE VALVE -OX WITH CAST IRON _ 8D LID 5. RUN ONE EXTRA W,RE (COLOR: UPANCE) TO FANTMEST ICV • FOR FUTURE USE. I. PLACE VALVE 101 AT RIGHT ANGLES TO STRUCTURES OR NRFDSCAPING. _ Z. -rr�sscrt surrLY (; �� B. ?VC `TALE ADA_P IR - LINE SIZE X 3,A" (S X T) 4. PLACE AGGAEGATE P410R TO INSTALLATION OF VALVE 10x. rITTINc h _ 1�-= - e�� 90• eLt. - izrluLE 9• 6" THICK OF 3;»" i ASHFD- CRUSY.ED A(-C,;ECATE Al U L_-- t _ - i (2) P:A cE s T a A • PH Mo. (213) 72+-o•SO S. ATTACM '0011ST1• VALVE IDENTIFICATION TAG WITH APPW)PRIATE CONTROLLER AMD rE -�LRt SUPPLY Llrt L-= YA u Ac v L s VALVE NLMER , TO CONTROL Y14f. TYPICAL. ELECTRICAL PEDESTAL AND AUTOMATIC 2 REMOTE CONTROL VALVE WITH QUICK COUPLING VALVE WITH METAL STAKE 4 ACKFL_OW PREVENTION ASSEMBLY 5 BALL VALVE FOR EMITTER FLUSH BOX CONIPOLLER ASSEMBLY SHUT - OFF VALVE U U' T ON� Q NOTE :ALL PIPING (3 FITTINGS ARE TO BE FLANGED TYPE TO MEET ALL CODES. 12 11 3 AUTOMATIC CONTROLLER 4 DATA CONTRGLS LARK BOX -INSTALLET, IKSIDE CONTROLLER L TO POWER HOUSING SLIPPLY \ �A4K - - - - �- NOTE: 1 19 - - - - - : n1i WHITE WHITE 1. IDEATE HEAP S' FRO+! 'rcLKS, CURES, hAaDS'_A�:tiG, yJM 57R1P, HEADER B'cRD, AND BLUE 1/2' A1.VE F:%:SN OaADE EDGE OF LAWN. I -NI-POP S•+RUB MEAD 1. LOCATE HEAD 6' FROM ALL S'RX%PES• ` - �" ',0 (;LVE eCx 6 COVER 10 CON"RETE SOX B COVER --- -_ --- F:N:SH GRADE 7. USE TEFLON TARE ON all MALE TM:,,DS, S - - � <CJ ;:. CV �;'E" i W/LOCK TOP(TYP)- T 4 ;45-ALL H a W1 a v L C CK A L E OR E C -:STY'.FLB^_Cx 6 ;LSD LID ( R ,L' ) __- ` aM^/ P;ESSlR J" EVSA'1KG FEA'U E AS 1' v v r� y 3 :M -a l ^5 'H 7Ec a tir A v R I I 1 C E Al F. :RE :;R:Ga'lOr( P.aa. I t r WHITE n L t •dlj I - i- 3' ._ - �l-I�N�M_ijllL -- aJp-UD RF HEAD I= _ 112, :N SJD --- -- - I) GL PRESSURE _ ' '' _ FINISH - - ---- -------- I M'SM 'DE GRADE KSUPPLY LINE - ,. i ... (DISCHARiE) _ MASTER = �I u, _ L ?. ( _ -i _ ILII _ - I REFN _ _ _ CON9 - i I! T RQ '- - _ 1 _ c - . . r "I- A . '•/ V LYE t Iv - YELLOW �� ... •:,. �` (NORMALLYOF'EN) _ _ ti - ' . , • G ,.1L � i v^y . .c .. S S _- -- 3,/4 GRAVEL _RE A I .�ti1 \ / 7 (MIN 3CU FTI - L:tiE { ii. :M -- --- II-- L DIAMETER SAME S tE ":�:E1 rJ' S'aEET � II = �- =SS GATE VALVE AL F.Uw ELL Z _T 6:-r{ B�'�NZE HANDw'HrEI � 1 SENSOH s17E = FLOW SENSOR �_ • ---SC" E: PVC N:PPI: F-.. �� I '1t::Ex 90° S';EET Ell - 3' L3NG �__� • _ PVC TEE �_ _ • -- ) I I ASS ANCLE VALVE LITH UNION SkIE SIZE AS RCV - �.�' 3 (Sr +TI (6" .DMC1 �• • ----SC J :r x L - T - -S• _•�. .3j4" w'.,SN R H 4 �1, - --•4- ---- SCH BJ V H;P P s C lE e T T 90• EL 2 PVC '-YE S7.AAI'ER VI TH IN;ECRAL BALL FLUSH VALVE AND DOS.'`( z F e o roo-: 0.O G GREEN- -! 5� • ° 1 S'ZfA`( PR155t RE GL'AGc . SAlCO GYSFC - PLAN SIZtD INS'r LL L1wIT HORIZONITA.LLY s c� c•� :I�:V III E C L'S ED YEllw ,�P MIN I • --- SCH a0 PVC 4J' S-KEET ELL J . RF"OTE CCNTROL VAL•�E -L1IN BIRD PE StRIES PL.�`I SIZE) W/ PIL.ESSURZ RECUL.ATOI +I;"�' a° • ` - TE BSE 5x �J _ _ , '•' DIA OF FLOW SENSOR __ _- _ z , SCH . IO CLOSE NIPPLE -•SAnE SIZE AS RCv a ° 'a U sltE `- "ARLEX 90' S'REET ELL �J S . NPT X SLIP. FITTISG SOLVENT VELD �- "iII L D'AMETLR SAME - ( ) - L t' l I:NE l F;'-iN - LH 40 ;VC MALE A;:P'ORS SCH 80 FV r:PP P' a .. -� `a. L ,, 6. SCH. AO PVC S X S X I TLE _c' C LE iTP:CAL 2 L CES 4:�' A-'n4 J . FKESSUILZ SUPPLY LIKI %i ISE AS FLOW NOTE SENSOR SIZE I ♦ INSTALL VALVE BOXES V2"ABOVE FINISH GRADE-LAWN AREAS. -" "•=aL:1( 9J• ELL I. SCH . BO PVC NIPPLE - SA_`iE SIZE AS ICV CaPLINGJ MIN I 4:TE: 9 . 6" THICK OF 3/4" WASHED CRUSHED ACCUCATI PLACE EEFORf BOX IOx • INSTAL, LALVE SOXEG 2'ABOVE FIN!SH GNADE-SHRUB AREAS 1O. CLASS 2W PVC NOTE: DIA ,,F Flow 1. LOCATE MCL, " FROM tAL[S, CRSS, �Ao^SCA?:MG, Icb S-R:t. HEADER I,f,^ARD. 00 11 . CCMC0.(T[VALYL BOX AND LOCKING COVER MJ�R1:L0 ENSOR S12E • ALL WIRES ARE TO BE #L 14 GAUGE EJ,.E OF LAdN. 1. PLACE AGGnESATE PR:OR TO :SS-ALLATION OF VALVE BOX. _ w "11LAICATION CONTROL vALvE•' CHRISTY • U SOX AND a% LID 9 USE TEFLON TAPE ON ALL THREADED FITTINGS 2. LOCATE S RE0 S%GAYS 6' raJM ALL S'-'DEUCES, AND SPkAY MEADS 12' raCM ALL 12. SOLENOID WIXZS. PIC-TAIL EACH 36" LONG S'a.CTJ4fS A SM:,;8 APEAS 8JT 6' CaJM ALL 5'%X'JRES :N G% 1�0 C..^VER AAEAS. 1). CCt010M BRICK 0 WATERPROOF ALL WIRE CONNECTIONS 3. USE TEF::N 'ATE GN ALL KALE 7-"<E►+DS. (1 TYPICAL MASTER CONTROL VALVE W/ FLOW SENSOR 7 HI-POP SHRUB SPRAY POP-UP TURF SPRAY HEAD 9 REMOTE CONTROL \A /E (TIP SYSTEM) GATE VALVE - 3 81 SMALLER N - ROOTBALL 4 \ SALCO DAS 6 ACCESS SLEEVE `---J • 40. nl BACKFLOW 7- 9-92 2 315' WASHFD AGGFrEGATE LEAVE SPACE BETWEEN INSTALL TUE6NG NSIPE / O4 2r PVC PIPE FILLS D WITH EMITtEA ANO MGP QF AGGREGATE ( PEA GRAVEL TYP I/BrCAPILLARY ' r T USING(NO. OF TUE£S 3 ACCESS SLEEVE CAP. I-ABOVE FIN ISN0PAFA. AS NO-TED ON DRAWING) �l CITY 1_L�R5E TYP EMITTER OUTLET / `I A ,n'ND SHREDDED MULCH COVER OVER DIST. CHECx vALVE(SALCO EOCV) EO DESCRIPTION OF REVISION DATE _- �1E 5 I.tAxILAVM 4• r>aICK. � I i APP'POV'fb. S SALCO CT 125 DISTRIBUTION TUBES WITH EOCV•12S OkiTLET 1� / ( CITY OF R'ANCH'O CUCAMO G � �\ CHECK VALVE CAPS � � '_------ ? I/. 1r2' DU SCH 60 PVC RISER- LF MOTH AS NEEDED. I -_1 TYP MULTI-OUTLET I` `ohj)S,Anf TYP TRE£ EMITTER(1 OR 2 / 7 OLSEN VA5pA-GLEAN Moo # 17677 EMITI E R WITH TORO / PfRACCEss- r` ' � 4' Z MILLIKEN 'AVENUE UNDERPASS '`7 - - - -- 710 07 THREACED RISER ADAPTER. \ � SLEEVE ) Ci, 6 L- -- �' NOTE: CAP ANY UNUSED EMITTERSOr 6 OL5EN 1'165 EMITTER OUTLET CAP AS REOUIRED. WITY OLSEN 1765 " �/ �? n TYP TUBING STAPLE ICE �' 6TH STREET TO JERSEY BLVD. 9, MARLEX DBLE STREET ELLS BETWEEN LATERAL UNE AND tea. T F1N1SH GRADE n i .•� RISER. 1• I � I �I bew TYP aCx SLEEVE I �fq �* '� �•�, _ _ - - v (olsetu INSTALLED _ 111 ` APPROVED BY DATE - 'I� J Q) - "BJP= ,�i ��\ FLLISm WITH FINISH GRAPE- �(,J K-��/ lx�� �( A �� 218I ;Flu" _��,/ \ / CITY ENGINEER R.C.E NO. l DESIGN �� I)ESIGN GROUP, IHC LJB CRAWN _��f,. n.AY\9tiG AND LA'.TSc,r1 ,R:IfwiF p1tF SHE E T �- - AN --- R__ J. M_f D-4 nF _15 I OLSEN VABRA CLEAN MODEL 1768_ - 2 EMITTER W1 ACCESS l� ASSOCIATED IRRIGATION CONSULTANTS -HE :KE DRAWING NO 9LEEVE760 EQUAL MFGj N.T.S. �- 2014 SEPULVEDA BLVD. LOS ANOELES CALIFORNIA - __ -- - - ! L,( - - - L 0CATX)N OF OUTLET SUPPLY T G R. J. M. S_ -- SMALL BE RELOCATED BURIED 12IN. 90025 TEL NO. (213) 47 7-6525 FAX NO. (213) 477-2813 - - - DATE BY D"ER AS ROCIT BELOW FCJISH GRADE sYsT EM grows •S M�E 7 '.� l)F" L�1� I2 TYPICAL MULTI- EMITTER DRIP SYSTEM NO SCALE ASSE ME1LY JR-W-) CONC. VALVE 001 W KI 0 41 RA 1 GAT I ON R C v' 'CMRISTY0FL9 IDX IFL9 LID TO SPRINaER • ANOU PIPE TO SPECIFIED DEPTH WITH 4$' (ILLS SCM 40 IVC IDLE ADAPTOR 1 0A 2 S(H 00 PR< MICIN 1. EQUIP!t_NT TO BE INSTALLED AT A LIINLMUM OF 24" FROM ANY STRUCit'RES OR HARDSCAPINC. 3 IRASS NIPPLE 2. RADIUS ALL EXPOSED CONCRETE LDCES. 4 MEYERS : MEUG-I-MaRCENCLOSURE �81IF►RT1�� CONNECTORS J. VEIN UNIT IS NUT TO A STRUCTCRL (ie. WALL, BUIL.DINC, ETC.) MOC"T TEST COCKS ON ELEC711C METER 10 IN LAME AREAS OPEN OR NOM-STRUCTURE SIDE. COLOR CODED LEAP FOR VALVE 3' IN PLANT BEDS ELECTRIC CONTROL VALVE A. -:.c{2Ev-N L- vt+IT )n-H 5402 Cc. '"9AE POyst I161_ �\ T- _ LOCATION WALsxw NTN CO INSIDE ,PEG'S.) 4 NT OMIT P ----•- . BACKFLOW PRZV-EN,OR ASSD3LY - -- c►►s>,wse covzno4atlt FIRISM GRADE g ok E a*�a � To STt2T - ;� _1 a LINE SIZED BRASS --_- .-'.-' 'T-- MOUNT WITHIN ENCLOSURE. CA 7E vALL r !l BASS NIPPLE-TYYICAL (4) PLACES - L - --J I20 VOLT WIRE IN R1CiD STEEL ate- ��L' v ,1,�''s II ' II CONDUIT (PER LOCAL CODE) j �„ - _� PIG TAIL EXPANSION 6 ON-OFT SWITCH AND 110 VOLT Z �jI U1: rr RAIN {IRDS) OLACWITN RLLOW STRUCTURt Olt BRASS 90' ELL-TYPICAL (2) PLACES _ _ EXTERIOR OUTLET TU BE PROVIDED BY _ LOOP (MIN. 2� LONG) RUBBER CAP SUPPLY ON£ KEY KAVSCAPINC ] r CONTRACTOR. _ PER 12 QCV'S INCLUDING NOSE 1 -� _ -, --------------'� BRASS NIPPLE LOCK NUT ^ � BRASS ANGLE 6108E FINISH Lit- a FINISH CKAD[ - INSTALL IN I� CO�240N WIRE/CONTROL VIRES IN ]" -"' VALVE W/LPIION P:-ANTER RED ONLY FGAADE L. J �I » - II 11" Ka•iNw BLASS WYE= MO TL 5�sENRAiNER WiiE 60 Y!SH SEN. B0 PVC CONDUIT -�FLOM _ t - e" 2' X )' X 4" CONCRETE FOOTING = - _•---- _- - BFiA55 LT::ON 1 _ z MIN. $KASS NIPPLE 1 INSTALL A MINIMUM OF )" ABOVE = _ s 6" -,-,-':CTx 12" WiDE COxCAE:T- PAD 01 CIADE AND SLOPE TOP TO DRAIN _ I = �- F� +" F 3 4s �� 12., (LENG"d cAAIES PEA YA,CeACT' i�R) cI 1 i `� Ill AT A MINIMUM of 2'G C 7 /' MASHED CRUSHED -=- s- - I -�coo _ W SLOPE To DAAix AT Y.iN:T.'L z: , OF 14 DIRECT BURIAL WiRTNC TO AGGREGATE - ( I FRO!! ATER SOURCE - RADE Ix:S)i C _ Y n ; _ STAINLESS S?£t1 . p - - r - --- VALVES: BUNDLE AND TAPE [VERY I " BLASS NIPPLE SCREW CLAMP f tJ E 5 J 9777. -- - SCH 80 PVC NIPPLE BRAss 9D• ELL " I' �J r �•` o �i r __..= II 1`' 1 - -_ 1S FT. O.C. INSTALL WITHIN MAIN II I �' DHSS 90' STRIL7 [L1 MINiMUx O) PLACES , -V L) LINE TRENCH. BINss NI)PL[ 6 LONG �-�8 _ _ _ P� RI{AR STAKE REFER TO DETAIL N0. Y L_^= - -- �-CONTROL I COMKN WIRES R {LASS 90' STKILT ELL" LL 9 s • _�._- _ .. _._ _ -' t "-_--„'LASS NIPPLE - TY?:CAL NOTES: 1F m 1 ( = L-CALSE NSE I')OCx � _ � ,�•- l z) P:ACEs 1. LOCK BOLT I. INS?ALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES = : ?. LIF? HOLE LOCATION TO BE APP OV D N FIELD BY THE LANDSCAPE ARL•NITECT PRIOR TOCONSTRUCT10i ' s i " 90% CO--?ACTION 12":12":12" CONCFE� >O� r,� ► SCM 40 PVC SASX1 TEE PRESSURE SUPPLY LINE =! _ RE QU:RED I I TE-FUST BLOMS - TrP:CAL 3. CHIPPER MULCH FINISH: 2 COATS 1 SEMI CL05S [NAMELCOIOS�OE0.CITY t _ I 2. COKMON WIRE TO BE,VW 't AND CONTROL WIRE TO BE RED IN COLOR. lam' I!II I (2) PLACES 4. FINISH GRADE 3. NO SPLICES SHALL BE HAD[ BETVEEN CONTROLLER AND REMOTE CONTROL VALVE. NOTE: I' E SCE 40 PVC YtiE A.:k?T RS 5• SALCO wuP-IS (T X S) 3/i" ?VC BALL VALVE - SCREW 4. CONTROL WIRINC.SEQUENCE CORRESPONOS TO OPERATINC-SEQCENC•E•OF REMOTE CONTROL _ _ E T TICAL (2) PACES TO END OF LATERAL LINE. VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION COMvICTION SEQUENCE. I. INSTALL CONTROL VALVES A NINIISUM Of 120 FROM STRUCTURES OR MAROSCAPING. �^ C SEQUENCE SMOVM ON DETAIL 1S FOR REFERENCE ONLY - SEE IRRICATION PLAN FOR I j E CJ Q - I I LINE TO SYS-.L-.S 6. 3/4" X 36" DIkNETER ALGAE RESISTANT PVC FLEX 1;0SE - PIC TAILED CORRECT VALVE SEQUENCE. 2. INSTALL VALVES IN Pwrt /EDs WHEREVER POSSIBLE NEXT 10 SIDEWALKS. r =_�_ I I `� 5. RUN ONE EXTRA WIRE (COLOR: UKANCE) To FARTHEST ACV - Foo FVTL'RE usE. I. PLACE VALVE DOX AT R(GHT ANGLES TO STRUCTURES OR WDSCAPING. _ PL�v-� 7. CHRISTY F8 CONCRETE VALVE BOX '�'I aH CAST IRON FED LID -� �. _ 8. ?VC `ALE P.DP3TER - LINE SIZE X 3.,4" (S X T) i KLS,RL ;McnY -L li I BRASS 90r Eu. - L-TPIUL 9, 6" THICK OF 3/:" WASHED- CRUSHED ;,GGREGATE 4. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE Wt. V (2) PLACES MANUFACTURERS' PH. NO.: (213) 72-1-OSSO S. ATTACH 'CMPISTI* VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND Ps`SSUnt SUPPLY LIME - _ '� VALVE t1U�ER , TO CONTROL r1Ri. TYPICAL ELECTRICAL PEDESTAL AND AUTOMATiC 2 REMOTE CONTROL VALVE WITH QUICK COUPLING VALVE WITH METAL STAKE 4 BACKRON PREVENTION ASSEMBLY 5 BALL VALVE FOR EMITTER FLUSH BOX CONTROLLER ASSEMBLY SHUT- OFF VALVE 8 UNION 12 11 3 UTOMATIC CONTROLLER 4 DATA CONTROLS LARK BOX TD POWER INSTALLED HOUSING INSIDE CONTROLLER L SUPPLY- BLACK _ __ NOTE: /"'E_ WHITE WHITE 1. LOCATE HEAD 6' FROM WALKS, CLPES, HARCSCAPING, MDW STRIP, HEADER BOARD, AND � � w'1� 1/2' ABCYE FIN:SM :RADE EDGE OF LAWN. 1 II I BLUE III MI-POP Sm--ul HEAD 2. LOCATE HEAD 6' FROM ALL STRUCTURES. I aC tiD (-LVE .CX b COWER S -KED CONCRETE Box 8 COVER �FINISH GRADE 3. USE TEFLON TAPE ON All MALE THeEADS. � F -^ , LB ECX S FLED LID (CR EQLAI) 1V/LOCK TOP(TYP) - " " 1. iN$iAll HEADS WITH INTERNAL CHECK VALVE ANO/pR PRESSURE C0!'1�EN$AiING FEATURE AS 1 1" '4 LITH APEAS WHITE FIR THE IRR)GATIDN PLAN. 1 - " Mh 1 3.. ;!V PL LVi _�✓$ 'iN r- 2 :Sti �RAOE C „ LUE F LISM 'N POP-UP TURF HEAD ;• I, ;F = I!2" :N SOD I PRESSURE �iV:SH GRADE FINISH SUPPLY LINE _ I GRADE II -- (DISCHARGE) � �Y` _ REEK MASTER dll Illi - 1=_ _ - E .` CONTROL - Q _ �.IIIII YELLOW w - r con.w :L tioS VALVE N F r I� V'• - _ (NORMA ILLY OPEN) - n IILiIE jl c ., `3/4' RAVEL L.%E 1 Fi T:NG - �II�I / 7 (MIN3 CU I 1111 ! AS FLOW IER = WITH BONZE NFNCw'N,EEL SAME SIZE - "-RLE1 90' S'REET ! ii1'I _ I :_:!ISS GATE VALVE I 11 SENSOR4SIZE Ell = SCH BO PVC NIPPLE }l, FLAW SENSOR I iv e !1ARLEX 90 STREET Ell (kiN'MJt! 3" LONG) F- r PVC TEE I I 1 . 31LASS ANCLE SALVE WITH UNION - SA.`lE SIZE AS RCV - .• ' a (SRSKT) (CCH 80PVCNIPPLE , SCH a0 FVC TKT 9D° Fll - 1- PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN z Irl, o'• o o S E GREEN 'o� S� A STREAM PRESSLU CUACE. SALCO DYSFC - PLAN SIZED- INSTALL UNIT HORIZONTALLY Ij ' ``5-�`y'�ae- u, : '/4" WASHED CRUSHED ,oP MIN '•o °• o , I1111 ACGRE�TE BASE YELLA • 5x SCH 10 PVC 90' STREET Ell 3. RE.`:OTE CCS770L VALVE -RAIN BIRD PE SERIES - PLAN SIZED W/ PKESSM ILECULATOA ;o o . . . -1 n o•° DIA OF FLOW SENSOR SIZE ( ` L. SCH. BO CLOSE NIPPLE SAf4E SIZE AS ACV MARLEX 90• S'REET ELL S. MPT X SLIP. FITTING SOLVENT VELD �nlii�= ILII DIAMETER SAME ^ _ 6. SCH. 40 PVC S X S X T TEE LSCHC - E 0 PVC MALE A.,nPIORS SCM BO PVC N,PPIE - TYPICAL (2) PLACES NON-.RESSURF LATERAL LINE i F111iNG ], PRESSURE SUPPLY LINT SIZE AS FLOW NOTE SENSOR SIZE I • INSTALL VALVE 80RcES V2"ABOVE FINISH GRADE LAWN AREAS. ANT1-Def.:N VALVE AS REQU:RED Y LEX 90° ELL S. SCH. 80 PVC NIPPLE - SA.V4.1< SIZE AS 1(CV COUPLING) NOTe 9. 6" TNICX Of 7/4" WASHED CRUSHID ACCRfCATZ • PL►Ct SEFORE BOX MIN. • INSTALL VALVE BOXES 2"ABOVE FINISH GRADE-SHRUB AREAS. 10.CLASS 200 PVC NOTE: lox 1. LOCATE MIA: FROM VALES CURBS KARDSCAP:NC POW STR:P HEADER KARD AND DIA OF FLAW ° • l l . CONCA(TIVALVL BOX AND LOCXINC COVER YAPLUD ENSOR SIZE • ALL WIRES ARE TO BE# 14 GAUGE. EDGE OF U'1x. 1. PLACE AGGRE�.TE PRIOR TO :NSALLATiON OF VALVE SOX. "IRJ(ICATION CONTROL VALVE" CHRISTY 636 BOX AND 6% LID • USE TEFLON TAPE ON ALL THREADED FITTINGS. 2. LOCATE STREI.M SPRAYS 6- FROM ALL STRJC' TIS, AND SPRAY HEADS 12r F2CM ALL 12. SOLENOID WIRIS. PIC-TAIL EACH 36" LONC S'RUCTj%ES :N SHRUB &PEAS BUT 6- FROM ALL S'R;1CTL'RES :N GROUND COVER Aa EAS. 13. COMMON BRICK • WATERPROOF ALL HIRE CONNECTIONS. 3. USE TEFLON TAPE ON ALL MALE THPEADS. GATE VALVE - 3" 81 SMALLER TYPICAL MASTER CONTROL VALVE W/ FLOW SENSOR 7 HI-POP SHRUB SPRAY g POP-UP TURF SPRAY HEAD 9 REMOTE CONTROL VALVE (DRIP SYSTEM IO A C NO SHALL 89 iR �I ROOT BALL 4n ,, �\ I SALCO OAS-8 ACCESS SLEEVE X / 2 2. 3/0' WASHED AGGREGATE. LEAVE SPACE BETWEEN 2.PV LL PE FILL NSWr 2"PVC PIPE FILLED WITH i EMITTER AND IOP OF AGGREGATE. I PEA GRAVEL TYP I/8"CAPILLARY TUBING(N0. OF TUBS �� - y, -�; -_illll ' ,II JI I-_SII AS NOTED ON DRAWING) � � � �. ACCESS SLEEVE CAP. I'A190vE FINISH pRADE. F G. Inv= - u 17 CoA.Rs£ TYP EMITTER OUTLET = 111 _ -� I 4. GRIND SHREDDED MULCH COVER OVER DIST. CHECK VALVE(SA= EOCV) CITY - s TUBES - MAXIMUM 4• (NICK. / DESCRIPTION OF REVISION DATE APPROVED S SALCO CT.115 DISTRIBUTION TUBES WITH EOCV•11S OUTLET 8 - - CHECK VALVE CAPS. ,� •` II CITY OF RANCHO CUCAMONGA G. if2'DLA SCH.SO PVC RISER•LENGTH AS NEEDED. I TYP MULTI-OUTLET ` ty,N[)SCq pf TYP TREE EMITTER(t OR 2 PCO-2 MILLIKEN -AVENUE UNDERPASS 7. SALCO MULTI OUTLET EMITTER WITH TORO PER ACCESS �►* 9 710.07 THREADED RISER ADAPTER. SLEEVE ) �i a �, NOTE:CAP ANY UNUSED EMITTERS rf ) /T C� 8. SALCO PC6•C EMITTER OUTLET CAP AS REOUIRED. WITH SALCO K6-C n ' TYP TUBING STAKE �!� 6TH STREET TO JERSEY BLVD. 9. MARLEX OGLE. STREET ELLS BETWEEN LATERAL LINE AND (SALCO DTS-30-750) r, RISER. ti FINISH GRADE TYP(SAACCESSCO DSLEEVE -� FLASH WITH FINISH GRADE / 1t LAI APPROVED BY. DATE: / /9 IIlu v jT I 1 • / CITY ENGINEER � R.C.E. N6. X817 � ff DESIGN �J�1 REC"NIMENDEL R. J. M. =��� DF,SIGN GROUP, INC. LJB F - PLAV4'iVG ANT)LANIIISCAPF ARCIIEFF,CTlTt F. DRAWN Pre .... n.�n,rru.a"," ,.^r.•». •i.,u:m, SNE E T R. J. M. D-4 nF _15 I I SALCO PC6- 2 EMITTER WITH ACCESS SLEEVE OR EQUAL , ASSOCIATED IRRIGATION CONSULTANTS CHECKED DRAWING NO N.D S. LOCATION OFOUTLET /SUPPLY T G ,2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA -- SMA!_L BE RELOCATED BURIED 12 MIN. 90025 TEL NO.(213) 477-6525 FAX NO.(213) 477-2813 R. J. M. DATE �-� BY OWNER AS ROOT BELOW FINISH GRADE SYSTEM GROW s OF �^ 12 TYPICAL MULTI- EMITTER DRIP SYSTEM NO SCALE ASSEMBLY JR a' 1 CONTROLLER_.A._ CONTROLLER_____ CONTROLLER- SYSTEMS OPERATIONAL CAPABILITIES SYSTEMS OPERATIONAL CAPABILITIES SYSTEMS OPERATIONAL CAPABILITIES BASED ON 3"PRECIP. PER WEEK WITHIN BASED ON 3" PRECIP. PER WEEK WITHIN BASED ON _-,G..PRECIP. PER WEEK WITHIN • . HOURS PER DAY, 56 HOURS PER WEEK 8 HOURS PER DAY, 56 HOURS PER WEEK 8 HOURS PER DAY, _ HOURS PER WEEK STA TYPE OF GALLONS TYPE OF PRECIP. OPERATION STA TYPE OF GALLONS TYPE OF PRECiP. OPERATION STA TYPE OF GALLONS TYPE OF PRECIP. OPERATION NO. PLANTING PER WIN. SYSTEM PER HOUR TME WK. NO. PLANTING PER WIN. SYSTEM PER HOUR TINE WK. NO. PLANTING PER WIN. SYSTEM PER HOUR TIUE WK. 1 Shrub 42 C.S. 1.8 1.7 1 Shrub 35 C.S. 1 .5 2.0 1 Lawn 35 C.S 2 Shrub 56 C.S. 1.8 1 .7 2 Lawn 55 C.S. 4 .0 0. 75 2 Shrub 43 C.S. 1 .0 3.0 3 Shrub 43 3 Shrub 44 C.S. 1 .8 1 .7 3Shrub 36 C.S, 1 ,5 2.0 4 Shrub 42 C.S. 1.8 1 .7 4 Shrub 54 C.S. 1 .0 3.0 4 Lawn 40 C.S. 1.5 2.0 5 Shrub 48 C.S. 1 .5 2.0 5 Shrub 44 C.S. 1 .5 2.0 5 " 35 4.0 .75 6 Shrub 45 C.S. 1 . 5 2.0 6 Shrub 50 C.S. 1 .0 3.0 6 Shrub 43 C.S. 1 .8 1. 7 7 Shrub 45 C.S 1 .8 1. 7 7 Shrub 42 C. 5 2.0 7 Shrub 47 LEMEURENCLbSURE OR EQUAL(1000 ELECTRICAL PEDESTAL PAINT(1)COAT Of RED PRIMER 5(1)COAT ELECTRICAL SERVICE 8 C C.S S. 1,5 2,Q B Shrub 50 C C.S S. 1 •0 3.0 OF GREEN RUSTOLVUM.SECURE TO FOOTING TO BE PROVIDED BY: 8 Shrub 38 C.S. 1 .5 2.0 W/ING FLAT WASHER 9LOUVRES (4SIDES)UT(TYP.4PLACES) 9 SHRUB 46 C.S. 1. 5 2.0 9 Shrub 26 C.S. 1 .5 2.0 9 10 10 Shrub 56 � corc�,am�Nr C.oL.op) 10 Shrub 30 C. S. 1 .5 2.0 Shrub C .5 11 Shrub 38 C S 1.5 2.0 � 11 )) 42 2.0 wrTH In,spCcCToA ave � Shrub 42 C.S. 1 .5 2.0 12 -fo -T c- 12 12 Shrub 42 C. S. 1.5 2.0 OI BALL VALVE(LINE SIZE) I O 13 t 3 50 Q I 13 Shrub 43 C.S. 1 .8 1.7 20 GALV.XSTEIELBOW 14 45 2.0 14 Shrub 49 C.S. 1 .8 1 . 7 (2•I/2 S LARGER) I - I I 14Shrub O GALV. STEEL NIPPLE i 15 is Shrub 29 C.S. 1 .8 1 . J 15 - (SIZE AS REQUIRED) 1 16 Shrub 26 C.S. 1 .5 2.0 I` Shrub 52 16 30 1 . 1 .7 O FLANGE REDUCER I2 - 17 Shrub 37 C.S. 1 .8 1.7 t ) � la ° \ I6 IA IT Shrub 38 C.S. 1 .5 2.0 O5 GALV. STEEL FITTING 1 18 Shrub 34 C.S. 1 .8 1 . 7 (SIZE AS REQUIRED) 4 i.:. 18 Shrub 33 C.S. 1 .8 1.7 ♦ 3 2 19 19 1 Shrub 34 C.S. 1 1.8 1 1 .1 © CHECK VALVE( 1 \ 20 20 Shrub 53 C.S. 1.8 1 .7 20 Shrub 57 Shrub 48 C.S. S. 1 .8 1 . 7 - 70 PVC MALE ADAPTOR • 6♦ I TY P. "i 9OLT 21 21 Shrub 48 C.S. 1 .5 2.0 21 14-PLACES) Shrub 56 C. S. 1 .8 1.7 O GALV. STEEL SUCTION 2 I� 22 22 Shrub 53 C.S. 1 .5 2.0 T W-14 LINE( ) 22 Shrub 46 C. S. 1 . 5 2.0 GAL2 3 23 23 Shrub 53 C.S. 1 .8 1 . J 23 Shrub 57 C.S. 8 1.7 ® LINE STEEL DISCHARGE 24 " 42 C.S. 1.5 2.0 LINE( ) 3 e 24 24 ' Shrub 54 C.S. 1 .5 2.0 q TO SYSTEM( ) e 5- -13 25 25 " 51 C.S. 1 .5 2.0 25 " If 47 C.S. 1.5 2.0 i. 36 C.S. 1 .5 2.0 I I SOURCE (FROM TER ) it 1.` 2 26 26 a 26 " 46 C.S. 1.5 2.0 11 I 9 27 27 " 59 C.S. 1.5 2.0 27 12 COMPANION FLANGE 3 NOTE:PRE-PACKAGE (SIZE AS REQUIRED) 3 - / INCLUDES PUMP, P:-NEL 2S 28 !! ENCLOSURE. 28 13 VALVE BOX(SIZE AS REQUIRED) 3 29 29 29 6 30 30 30 ® FLANGED REDUCING ELL ( ) 5 T I 3t \ 31 31 O SIZE AS W/4 EM BOLOS.(0 SU NCRETE FOOTING ABU SIZE &LENGTH ) FOR ED) 32 INSTALLATtQN OF PUMP FRAME ALL BOLTS SHALL BE EMBEDDED 32 32 A MIN. OF IN FOOTING W/ A MIN. OF 2OF EXPOSED THREADS. 33 33 33 -2-P2G5-4 34 34 34 © PUMP.WEINMAN-I-(P2GI-4 SINGLE STAGE,SINGLE SUCTION,BRONZE FITTED.UNIPUMP CLOSE OuPLEO TO A 5 g I H.P. 3500 R.PM.,�_li,__ I PHASE, 60 CYC_ 35 35 35 HORIZONTAL ,BALL BEARING.TOTALLY ENCLOSED GRIP PROOF MOTOR HAVING AGsPAGM OF169�GPM. S TOTAL DYNAMIC HEAD OF 60> 35FT. THE PUMP SHALL HAVE A NON- 36 36 36 ASBESTOS PACKING SEAL OR MECHANICAL SEALS AS DIRECTED. MANUFACTURED BY: FREDERICK PUMP 8 ENGINEERING(TEL. Cn4)595-5122). WAX, 56 TOTAL 16.5 WAX, 59 C.S. TOTAL 54.35 WAX, TOTAL TYPICAL PUMP PACKAGE ASSEMBLY C.P.W. C.SG P W 57 C.S. TIME 9 A.I.C. NO SCALE-'59 IR- DENOTES R = ROTOR C.S. = CONV. SYSTEW DENOTES R = ROTOR C.S. = CONV. SYSTEM 8 = BUBUL�RS, D = DRIP SrltEW 8 = UUBULtRS. D = DRIP SYS(EW DENOTES R = ROTOR C.S. = CONV. SYSTEM Y = 9uBUL�RS, p = DRIP SYSTEM PRESSURE CALCULATIONS PRESSURE CALCULATIONS PRESSURE CALCULATIONS PRESSURE CALCULATIONS STATIC PRESSURE HIGH 7_ LOW 65 STATIC PRESSURE HIGH 70 LOW 65 STATIC PRESSURE HIGH 70 LOW 65 STATIC PRESSURE HIGH 70 LOW 65 ELEVATION ELEVATION ELEVATION ELEVATION N/A SOURCE OF INFORMATION CUCAMONGA COUNTY WATER SOURCE OF INFORMATION CUCAMONGA COUNTY WATER SOURCE OF INFORMATION CUCAMONGA COUNTY WATER SOURCE OF INFORMATION CUCAMONGA COUNTY WATER PHONE NUMBER (714) 987-2591 PHONE NUMBER (714) 987-2591 PHONE NUMBER (714) 987-2591 PHONE NUMBER (714) 987-2591 DATE OF INFORMATION 9/4/90 DATE OF INFORMATION 9/4/90 DATE OF INFORMATION 9/4/90 DATE OF INFORMATION 9/4/90 WATER METER 8 SIZE WATER METER Al SIZE WATER METER ;I SIZE WATER METER * SIZE H. G. L. N/A H. G. L. N/A H. G. L. N/A H. G. L. N/A ELEVATION N/A ELEVATION N/A ELEVATION N/A ELEVATION N/A N/A X .433 s N/A N/A X .433 r N/A N/A X .433 = N/A N/A X .433 = N/A �NNDSCA REMOTE CONTROL VALVE A-2 SIZE 1-1/211 REMOTE CONTROL VALVE B-2 SIZE REMOTE CONTROL VALVE C2 SIZE REMOTE CONTROL VALVE D-2 SIZE _ _ _ Q *fA* 7 _ MAXIMUM DEMAND G.P.M. MAXIMUM DEMAND 55 G.P.M. MAXIMUM DEMAND 43 G.P.M. MAXIMUM DEMAND G.P.M. ELEVATION N/A ELEVATION NIA ELEVATIONN/A ELEVATION N/A a PRESSURE @ R.C.V. P.S.I. PRESSURE @ R.C.V. P.S.I. PRESSURE @ R.C.V. P.S.I. PRESSURE @ R.C.V. P.S.I. cm "r' J SIZE ITEMP.S.I. P.S.I.SIZE ITEM P.S.I. SIZE ITEM SIZE ITEM P.S.I. 311 WATER METER 6.5 31 I WATER METER 6.5 3" WATER METER 6.5 1-1/211 WATER METER 3.9 r4 311 R. P. BACKFLOW DEVICE 14.0 311 R. P. BACKFLOW DEVICE 14.0 311 R. P. BACKFLOW DEVICE 14.0 1-1/211 R. P. BACKFLOW DEVICE 9.0 Of CAt1� GATE VALVE -0- GATE VALVE -0- GATE VALVE -0- GATE VALVE -0- 311 MASTER VALVE 1.0 311 MASTERYALVE 1.0 311 MASTER VALVE 1.0 311 MASTER VALVE 1.0 PRESS. REG. -0- PRESS. REG. -0- PRESS. REG. -0- PRESS. REG. -0- MAIN LINE LOSS 3-4 MAIN LINE LOSS 4"4 MAIN LINE LOSS 5.5 MAIN LINE LOSS 6.49 1-1/2" 1-1/2" REMOTE CONTROL VALVE 4.2 11� REMOTE CONTROL VALVE 4.0 REMOTE CONTROL VALVE 3.5 1-1/211 REMOTE CONTROL VALVE 3.5 CITY LATERAL LINE 4.0 LATERAL LINE 4.0 LATERAL LINE 4-0 DESCRIPTION OF REVISION DATE LATERAL LINE 4.0 APPROD FITTINGS LOSS (10%) 3.9 FITTINGS LOSS (100/6) 3.6 FITTINGS LOSS (10%) �.5 FITTINGS LOSS (10%) 2'8 CITY - OF RANCHO CUCAMONGA ELEVATION CHANGE 5.0 ELEVATION CHANGE 5.0 ELEVATION CHANGE 5.0 ELEVATION CHANGE 5.0 TOTAL SYSTEM LOSSES 42 TOTAL SYSTEM LOSSES 43 TOTAL SYSTEM LOSSES 43 TOTAL SYSTEM LOSSES 35.69 MILLI KEN AVENUE UNDERPASS PRESSURE REQUIRED AT HEAD: 30 PRESSURE REQUIRED AT HEAD: 30 PRESSURE REQUIRED AT HEAD: 30 PRESSURE REQUIRED AT HEAD: 30 TOTAL PRESSURE REQUIRED: 72 TOTAL PRESSURE REQUIRED: 73 TOTAL PRESSURE REQUIRED: �73 TOTAL PRESSURE REQUIRED: 65.69 6TH STREET TO JERSEY BLVD. STATIC PRESSURE AVAILABLE: 90 STATIC PRESSURE AVAILABLE: 90 STATIC PRESSURE AVAILABLE: 90 STATIC PRESSURE AVAILABLE: 85 - REG, PRESSURE AVAILABLE (PRE-SET): N/A REG. PRESSURE AVAILABLE (PRE-SET): N/A REG. PRESSURE AVAILABLE (PRE-SET): N/A REG. PRESSURE AVAILABLE (PRE-SET): N/A RESIDUAL WATER PRESSURE: 18 RESIDUAL WATER PRESSURE: 17 RESIDUAL WATER PRESSURE: 17 RESIDUAL WATER PRESSURE: 19.31 --� APPROVED BY: DATE: 1119116 9 CITY RESIDUAL WATER CITY RESIDUAL WATER CITY RESIDUAL WATER CITY RESIDUAL WATER CITY ENGINEER S Guti RC.E NO..21817 PRESSURE REQUESTED: 15-20 PSI PRESSURE REQUESTED: 15-20 PSI PRESSURE REQUESTED: 15-20 PSI PRESSURE REQUESTED: 15-20 PSI DESIGN �� RECOMMFNDED f R. J. M. DESIGN GROUP INC. J r1.A.WNG AND LAM)-SCAre ARCMTtc TtA , DRAWN SHEET R. J. M. D-5--oF15 ASSOCIATED IRRIGATION CONSULTAWTS CHECKED DRAWING NO 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA R. J.M. L. 9002 S TEL.NO.(213)477-e525 FAX NO.(213) 477-2818 DATE' of Jr 0 A 0 ONTROLLER__B___ TROLLER I CONTROLLER CON YSTEWS OPERATIONAL CAPABILITIES STEMS OPERATIONAL CAPABILITIES YSTEWS OPERATIONAL CAPABILITIES BASED ON 3" PRECIP. PER WEEK WITHIN BASCO ON _3" PRECIP. PER WEEK WITHIN BASED ON 3" PRECIP. PER WEEK WITHIN 8 56 HOURS PER WEEK 8 HOURS PER DAY, ,56 HOURS PER WEEK HOURS PER DAY, 56 HOURS PER WEEK HOURS PER DAY, STA TYPE OF GALLONS TYPE Of PRECIP. OPERATION STA TYPE OF GALLONS TYPE Of PRECIP. OPERATION STA TYPE OF GALLONS TYPE Of PRECIP. OPERATION NO. PLANTING PER WIN. SYSTEu PCR HOUR TINE. WK. NO, PLANTING PER WIN. SYSTEW PER HOUR TIME WK. NO. PLANTING PCR WIN. SYSTEW PCR )(OUR TMC. WK. Shr b 42 C. S. 1.8 1 . 7 ,hrub 35 C.S. 1 . 5 � .0 I Lawn 35 � .5. 4 . 2 �nrub r� 2 Jnr)U 43 3 43 i 3 Sh: ub 44 i . S . i . i 3 36 � 5 1 2.0 4 42 �. �. i .8 i . i 4 Snrub 54 4 F I yawn 4U L . ;. I.J 2.0 Sbrub 5 - 48 t .S. 1 . 5 2 .0 5 �hru7 44 � . � . .5 2.0 5 35 " ` 4.G .75 45 L. J. L .0 6 j JhrUb j 50 ( .5 . 1 .L 3.0 6 Jnrub 4J Ci Shr b 45 �. 5. 1 .8 i 1 . i Shrub 42 C.S. 1 .5 2.0 2 Srlrub 4 i c LEMEURENCibSU� OR EQUAL(10GA.) ELECTRICAL PEDESTAL PAINtTU)COAT OF RED PRIMER IS(I)COAT ELECTRICAL SERVK.E B 5� I � • � , l , j � •U 8 Jnt'ub 50 L • ` • 1 B I �hrU 38 i .5 1 2 .0 OF GREEN RUSTOLEIIM SECURE TO FOGTING TO BE PROVIDED BY: USING FLAT WASHER 8 NUT(TYP. 4PLACES) ___-___ 9 SHF�'UE3 46 C,S. 1. 5 2.0 9 Shrub 26 �. J . i .5 2.0 9 L)LI - W/ LOUVRES (4 SIDES)-- / -- - - - --- - -- - -- - - - - 10 )0 56 r 10 ;grub 30 I _ i .5 2 0 cor� ,Fn, Nf -�w. /'% 11 It 42 i .5 2.0 t) J . �so�cfra, �i �nru Shr b 38 C u .5 2.0 To r r.J"1 r��. I 12 10 BALL VALVE SIZE) +) Q ') ' t2 I �nroU 42 i .5 2.0 12 i shrub � 42 ,, . � 1.5 2.0 13 1 t3 S _ 50 13 1 ;tlr'u� 43 .8 1.? U GALV §TEFL ELAOw I II 14 14 45 1 2.0 14 149 (2.1/2 8 LARGER) f I N �. h JL 5 2.G GALV. S'EfL NIPPLE I I 1S IS � ��„�J�a i 29 i t5 � � 26 (SIZE AS REQUIRED) FLANGE REDUCER IS 12 I�- I 17 Shrub S2 J j 16 3G _ ., �rrruD 38 � . I] 3? 8 1.7 14 u') 34 � . �. 18 OGALV 57EEL FITTING (SIZE AS REQk, PED) a ��''_�� 33 E3 1.7 �hruu � . ♦ < " 3 19 1 19 �nr� b 34 �. i4 �rlrub 48 u . © CHECK VALVE( ) ,f .�K" 2 20 - - - - �Q Shrub 53 i i 20 - - - - - 5 1 .t3 Jhr'ub �. 5 . i . 5 U 2 t 5 i •8 1.7 O PVC MOLE ADAPTOR •,�-1y �` 16 * t 4 PLACE 5) 21 'i 1' 48 I r i 8� GALV STEEL SUCTION 2 I� 22 22 Jn�'Ub 53 J. i . . , 22 i .�! rui_ 46 _ . . UNE ( ) 9 GALV STEEL OISU APGE 2 ] 23 23 `''' G i - J . _ . 23 Jn ru b 57 t . J. 8 j i.? d 24 1 ?� � . 24 42 C.S. 1.5 2 .0 O UNE) ) � ,� _ � . ® TO SYSTEM ( ) ll I3 25 1 5 2.0 25 47 C.S. 1.5 2.0 5 15 I 51 C. S. It 26 26 I I FRC" WATER � 36 C. S. 15 2 0 26 " i 48 C.S. i.5 2.0 SOURCE ( ) ��'-�� 9 -� 27 2 7 59 C.& j 15 2 3 21 I 12 CCM�NIOk FLANGE 3 NOTE PRE-PACKAGE (SIZE AS REQu,PED) 3 = INCLUDES PUVP, P,%EL 28 28 28 8 ENCLOSLRE 29 29 29 j 13 VALVE BCX (SIZE AS REQUIRED) 3 15 O FLANGED REDUCING ELL Io 3, 33t I SIZE l5 W/4 EMBE�CED16"CCNCRETE BOLTS (OF SUITABLE S;ZETEEL&LENGTH) FOR 32 1 32 32 INSTALLATI,QN OF PUMP FRAME ALL BOLTS SMALL BE EMBEDDED A MIN. OF IN FOOTING W/ A MIN. OF 2' OF EXPOSED 33 33 , 33 THREADS. -2j%2G5-4 34 34 J4 I O6 PUMP,WEINMAN 1 2Q_LA SINGLE STAGE,SINGLE SUCTION, BRONZE FITTED,UNIPUM11 CLOSE L�r,PLED70AI &J__KP.�QQ_R.P.M.,_24Q V,-1PHASE, 6�0CYC . 35 ' 351 35 P Y P F M T R MAV N G A CA 4k:"TY KORIZONTAL ,BAII BEA. ,kG ,TOTALI ENCLOSED OR. PROD 0 0 OF'6984,'_GPM 8 TOTAL DYNAMIC HEAD OF 606MFT. THE PUwP SHALL HAVE ANON- 36 3b 3L ASBES'JS PACKING SEAL OR MECHANK AL SEALS n5 DIRECTED MANUFACTURED BY: FREDERICK PuMPa ENGINEERING 03)595-5122). y1,X, TOTAL WAX, TOTAL 54.35 WAX' S7 C. S. TOTAL 9 C.P.W. 56 C. S. 1iuE 16.5 C.P.W. 59 C. S. TIWE C.P.W. TIWE TYPICAL PUMP PACKAGE ASSEMB_LY Q A.I.C. NOxALE=89 IR- DENOTES R = ROTOR, C.S. = CONV. SYST[W DENOTES R = ROTOR C.S. = CONV. SYSTEM DENOTES I = ROTOR C.S. = CONV. SYSTEW N A /A B = UUBUJRR), D = DRIP STVIW B = UUBULtRS, 0 = DR P SYS1(u P = OUBULtRS, D = DRIP STSIEW PREISSURE CALCULATIONS Q PRESSURE CALCULATIONS Q PRESSURE CALCULATIONS Q PRESSURE CALCULATIONS STATIC PRESSURE HIGH �, LOW (OS STATIC PRESSURE HIGH 12G LOW Io5 STATIC PRESSURE HIGH la LOW fO� STATIC PRESSURE HIGH I� LOW OS ` ELEVATION ELEVATION ELEVATION ELEVATION N/A SOURCE OF INFORMATION CUCAMONGA COUNTY WATER SOURCE OF INFORMATION CUCAMONGA COUNTY WATER SOURCE OF INFORMATION CUCAMONGA COUNTY WATER SOURCE OF INFORMATION CUCAMONGA COUNTY WATER PHONE NUMBER ( 714) 987-2591 PHONE NUMBER ( 714) 987-2591 PHONE NUMBER ( 714) 987-2591 PHONE NUMBER ( 714 ) 9117-2591 DATE OF INFORMATION 9/4/90 DATE OF INFORMATION 9/4/9U DATE OF INFORMATION 9/4/90 DATE OF INFORMATION _ 9/4/90 WATER METER * SIZE WATER METER SIZE 'MATER METER SIZE WATER METER N SIZE H. G. L. _ N/A H. G. L. N/A H. G. L. N/A H. G. L. N/A ELEVATION _ N/A ELEVATION N/A ELEVATION N/A ELEVATION N/A X .433 = N/A X .433 s N/A N/A X .433 s N/A N/A X .433 s N/A N/A N/A 1 'L1,NE,S�¢'f ( REMOTE CONTROL VALVE 112-� t.lk REMOTE CONTROL VALVE /S. IO SIZE .I' » REMOTE CONTROL VALVE R, 1 SIZE I�¢� REMOTE CONTROL VALVE 01 SIZE �I �1 SIZE I ��. t ��,� MAXIMUM DEMAND G.P.M. MAXIMUM DEMAND _ G.P.M. MAXIMUM DEMAND 52 G.P.M. MAXIMUM DEMAND 'fie,�7 G.P.M. ELEVATION N/A �� ELEVATION N/A ELEVATION NIA ELEVATION N/A r �+'�' ✓ 1 PRESSURE @ R.C.V. P.S.I. PRESSURE @ R.C.V. P.S.I. PRESSURE @ R.C.V. P.S.I. PRESSURE @ R.C.V. P.S.I. SIZE ITEM P.S.I. SIZE ITEM P.S.I. SIZE ITEM P.S.I. SIZE ITEM P.S.I. �f r �►I WATER METER �_ �)I WATER METER �2- �7� WATER METER _ � WATER METER c 4�f of CAA# R. P. BACKFLOW DEVICE I� 6 ( R. P. BACKFLOW DEVICE I� SII R. P. BACKFLOW DEVICE °�t R. P. BACKFLOW DEVICE I� ` GATE VALVE GATE VALVE GATE VALVE GATE VALVE �I 2 MASTER VALVE ©PUMP,CALCS, CONTROLLER SCHEDULES. 7-9-92 II It MASTER MASTER VALVE 15 I'I� MASTER.VALVE 16 - I12I MASTER VALVE Lr✓ I. 5 PRESS. REG. PRESS. REG. PRESS. REG: PRESS. REG. MAIN LINE LOSS _ MAIN LINE LOSS q.l� MAIN LINE LOSS II,2 MAIN LINE LOSS I�i,IQ ,I�II� 1 N 121 REMOTE CONTROL VALVE f I� REMOTE CONTROL VALVE 2 C„A," _ � 2 REMOTE CONTROL VALVE �•'� �2 REMOTE CONTROL VALVE '�•�J LATERAL LINE DESCRIPTION OF REVISION DATE APr.� LATERAL LINE �_ LATERAL LINE !� LATERAL LINE _!0 -- I- FITTINGS LOSS (10%) ��Lo - FITTINGS LOSS (10%) _ FITTINGS LOSS (10%) �}•9 FITTINGS LOSS (10%) -C, CITY ITr OF FIPANCH� CUCAMONGA ELEVATION CHANGE _ ELEVATION CHANGE ELEVATION CHANGE 5 ELEVATION CHANGE 5 �` - TOTAL SYSTEM LOSSES _ TOTAL SYSTEM LOSSES �Lo TOTAL SYSTEM LOSSES �2 TOTAL SYSTEM LOSSES `� _ M LLIKEN AVENUE UNDERRASS PRESSURE REQUIRED AT HEAD: �O PRESSURE REQUIRED AT HEAD: _ PRESSURE REQUIRED AT HEAD: �� PRESSURE REQUIRED AT HEAD: t2O TOTAL PRESSURE REQUIRED: _ TOTAL PRESSURE REQUIRED: 'ILo TOTAL PRESSURE REQUIRED: _� TOTAL PRESSURE REQUIRED: �3 6TH STREET TO JERSEY BLVD. STATIC PRESSURE AVAILABLE: 105 STATIC PRESSURE AVAILABLE: �Q5 STATIC PRESSURE AVAILABLE: lb STATIC PRESSURE AVAILABLE: _106 _ REG. PRESSURE AVAILABLE (PRE-SET): 0� REG. PRESSURE AVAILABLE (PRE-SET): `� REG. PRESSURE AVAILABLE (PRE-SET): REG. PRESSURE AVAILABLE (PRE-SET): T)' RESIDUAL WATER PRESSURE: -rQRESIDUAL WATER PRESSURE: .20 RESIDUAL WATER PRESSURE: 2p RESIDUAL WATER PRESSURE: APPROVED BY. " '` DATE CITY RESIDUAL WATER CITY ENGINEER �:; �� �' G 2IE1 I CITY RESIDUAL WATER CITY RESIDUAL WATER CITY RESIDUAL WATER , � RC. NO.. PRESSURE REQUESTED: 15-20 PSI PRESSURE REQUESTED: 15-20 PSI PRESSURE REQUESTED: 15-20 PSI PRESSURE REQUESTED: 15-20 PSI DESIGN Rj��d . RrCO3 ,.R�f,s R. J. M. I)ISIGN GROUP, INC. LJ . _ naWrkG AhM L,&"CAn ARcsrrnrnTr DRAWN - rr ur...wa..w..e.. r,rw..er.t..r �,..�a.= 5 H c f) R. J. M. D-5�f 1� ASSOCIATED IRRIGATION CONSULTANTS CHECKED OP,,%WjNG NO _ ) 2054 SEPULVEDA 9LVO. LOS ANGELES CALIFORNIA R. J.M. S -L- SOOP S TEL_ N0.(213)471-e526 FAX NO.01311417-2513 DATE t BN MIRE SIZE LEGEND 2"x4"xI8" RDWO ►----GUY MIRE BOX SIZE WIRE SIZE 2"x2"x18" RDWD - - - NOTE: XERISCAPE ASSESSMENT SYSTEM SUMMARY STAKES (z) ; .." " 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH MATER 2A" AIa 6 36" •12 �t 18„ FROM HOSE. 00 NOT CRACK ROOT BALL. PLANT TABLET SCHEDULE " 8OVER Pl POINTS REFERENCE OEADMAN DETAIL _ CLAIMED (Sheet #/Ref. #) 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION I. LANDSCAPE [Point Value] PURPOSES. fiIR4•POWEfl PLA IMG TABLEI3 FQR CQ�jA(HE�ggQb(►�plARISi 1 GALLON CONTAINEII FIECEIVE$................................. 2-3 TABLETS 1. Water conserving plants.[20) 20 T-1 - S-2 ORIGINAL GRADE 2. Turf limited to 25% (45% residential.[20] _ 20 S 2 3 GALLON CONTAIt�Efi FIECEIVE$................................. 3-6 TA6LE1 $ ' TURNBUCKLE (TVP.) _ _ S GALLON C O N T A lid E R RECEIVES............................... 6 9 TABLETS 9 L E T$ 3. Plantsggrouped� b watering need.[10 ] 10 T-1 - S-2 ORIGINAL GRADE NEW RUBBER HOSE OVER WIRE T POINT OF CONTACT 4. Hardscape (non-irrigated) surfaces [10) NATIVE SOIL - 3) DOUBLE STRAND GALV. CONTAINER PLANT ROOT BALL 7 GALLON CONTAINER nECEIVE$................................. 8-10 TABLETS 5 erTr3ca P bl WIRE GUYS SPACED EQUALLY (TTS � a paving.[S) 5 C-1 - C-2 AROUND TREE - COVER WITH I BACKFILL MIX PER 10 GALLON CONTAIHEn nECEIVE$..................................... 10-12 TABLETS -_ 3/8" DIA. x 3' WHITE PVC ' i _ ;I SPECIFICATIONS 6. Low-water turf varieties.(51 5 S-2 6' DIA. PVC PERFORATED 3" BERM TIGHT Y 15 GALLON CONTAINEn RECEIVES................................. 12-15 TABLETS 7. Mulch provided in non-ground coverareas.[5] 5 S-1 - S-2 TUBII i ! I PIPE - FILL WITH 112" - I � 'I PLACE TO FORMLWATERINGTBASIN 8. Soilamcndmcnts.(5) 5 S-1 - S-2 WASHED CRUSHED AGGREGATE II �L„ 90° ( BASE FULL LENGTH OF PIPE € I, 20" 24" BOX nECEIVE$............................................. 14-16 TABLETS (LOCATE 18" FROM TRUNK' ' _ RDWD DEADMAN PER 2, _a 3 ,I ' L Total Points Claimed: 70 3" BERM TIGHTLY cOMPAC-EOETAfl THIS SHEET 3O 80X RECEIVES............................................. 16-18 TABLETS IN PLACE TO FORM WATER:N6 ROOT BALL __-41 BASIN _ 36' BOX RECEIVES............................................. 18-20 TABLE T S Minimum Points Required: 60] � _- BACKFILL PER THE SPECIFICATIONS 20 22 II IRRIGATION ( Value] -• - DIRE u PLANT DIT TO BE lz) TIMES "GROW-POWER" PLANT TABS PER �2 80X RECEIVES............................................. TABLETS e T THE WIDTH OF ROOT BALL b =--"GRDW-DOWER" PLANT TABS 'S .1.A - li � MANUFACTURER RECOMENDATIONS S 1. Low gallonage irrigation system.[20] 2 1.1 _ 1.2 12" BELOW THE 807TOM OF t S PER MANUFACTURER'S _ 46" BOX RECEIVES............................................. ,22-24 TABLET 0 THE ROOT BALI I' _ RECCMENDAT;OHS _ I `; ` i PLANT PIT TO BE2 ( ) TIMES THE 2. Automatic cnntrollcr.[20] 20 I-2 NOTE: WIDTH OF THE ROOT BALL 6 12" 60" BOX RECEIVES............................................. 32-36 TABLETS 1. INSTALL GUYS HAND TAUT TO PREVENT DEFORMA710M OF LIMBS. BELOW THE BOTTOM OF THE ROOT 3. Designed to water plants by watering needs.[101 10 I-1 - I-2 2. PLACE "GRD'!-"1ER' TABS :N BOX PRIOR TO PLANTING FOR OBSERVATION PURPOSES. BALL LARGEn SIZES -•• FOn EACI1 1/2" CALIPER USE...................... 3-4 TABLETS 3. ALTERNATE OE ADMAN ASSEMBLY 'DUCKBILL" TREE ANCHORING SYSTEM. NATIVE SOIL 4. Soil moisture sensors.[10] 10 1-1 - 1-2 24"/36" BOX TREES 5. Rain sensors.[5] 6. Wind sensors.[5] SPECIMEN PLANTING & GUYING A CONTAINER PLANTING ON SLOPE D PLANT TABLET SCHEDULE G 7. Sensitive to slopefactors.[5) 5 8. Reclaimed or recycled water.[5] 1-1 - 1-2 N0•E MOTE: Total Points Claimed: 65 1. STAKE TREE ►tR►fxolCtAIAR TO PREVAILING VINO. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER [Minimum Points Required: 601 FROM HOSE. DO NOT CRACK ROOT BALL. I. PLACE 'GROW-RORER" TABS IN BART CONTAINER PRIOR 10 PLANTIRG FOR 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION aSERYATIATION PLIPPOS[S. PURPOSES. Tor OF STAKES MAIN TRUIK ti R04 Cnr\ 1ZRitrt TiR+'i 12' NAX 1 MtJrlIsle Pro ORIGINAL GRADf MU,G I.1 rJNr_PLE u5� 1 'I-APPROVED TRIS STAKES (2) PER SPECIFICATIONS ..fl,.` I •, WATERINGBASIN DEPRESSED 1 CONTAINER ROOT BALL = II i� _ - - W FILL MIX PER SPECIFICATIONS 1' IERM TIGHTLY COMPUTED IN L PLACE TO FORM WATERING 1ASIN "GROW-POWER" PLANT TABS PER MANUFACTURER'S RECOMENDATIONS _ BACKFILL MIX PER SPECIFICATIONS 'ORGY-►OYER' PLANT TATS PER ~,Ilii _ CONTAINER PLANT ROOT BALL MMUFKTUIIR'S RECOMENDATIONS PLANT PIT TO BE (2) TIMES THE t , s WIDTH OF THE ROOT BALL 1 12" s= PLANT PIT TO RE (2) TIMES THE WIDTH Of THE ROOT 1ALL 1 12' BELOW THE BOTTOM OF THE ROOT $(LOW THE BOTTOM Of THE SCOT BALL V 14 1-' ,Y N1LL 15 GAL TREES NATIVE SOIL NATIVE SOIL DOUBLE STAKED TREE B CONTAINER PLANTING E P AIIIN N=� I- STAGE TREE PCR►ENOICNLAR TO PRtVAII:NG Y iNO. 2. PLACE -GROW-POWER- TABS IN PLANT C:41AINER PRIOR TO PLANTING ION OBSERVATION PURPOSES. STAKINE "'"' SCALE: 1 "=40'-0" _. _ Tor or STAKES LIMIT ISIDEWALK UADJACENT = I MAIN TRUNK SHRUB BED �- (2) CINCH TIES SPACED 24- APART FOR CITY STREET TREES 12- NAIIMUMII TO (B') LODE POLES 2. DIA. LOOGE POLE PINE STAKES S' LONG PITH WOOD PRESERVATIVE STAIN, DESCRIPTION OF REVISION DATE CITY STAKE A MINIMAL OF 12' INTO UNDISTURBED - APPROVED TREE STARES APPFFC)YED SOIL ANO ALIGN STAKES OUTSIDE ROOT BALL.; (2) PER SPECIFICATIONS AIIBOR CUALD L11 TURF A!W AHD FRONT YAMS. ONE HALF INDICATE 61 GIA. PVC PERFORATED PIPE - FILL WITH SHRUB SPACING CITY OF RANCHO CUCA.MONGA 1/2' WASHEO CRUSHED AGGREGATE BASE FULL TYPICAL JRA LENGTH OF ►(►E (LOCATE IS, FROM TRUNK) MILLIKEN AVENUE UNDERPASS EQUAL DEEP ROOT OR EQUAL CONTNDL PLANTER 'I _ 22-29-1E► WHERE REQUIRED DR 6TH STREET TO JERSEY BLVD. • �R j APPROVED EQUAL. OW aftL >�-- -GROV-POvtR' PLAT TABS PER NOTE: �NDSCAp� PLANTING DETAILS JwLIFACTURER'S RICOWROATIONs ; �4 �Oq� 0 SACKFILL MIX PER SPECIFICATIONS 1 . ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS � � APPROVED BY: DATE' W. 19, L OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. - NATIVE -SOIL CITY ENGINEER R.C.E. NO. 21817 rVICE ROOT CALL 01AIETIR ��_ PPLANTT PIT TO IE t2) TIMES THE f I+t . ,r� i ( WIOTN Of THE MOT CALL 6 12 gM?nattnP DDESIGN `�jJM RECOMMENDEC • I , • IIELOW THE wriOM OF THE R00T �, R.J.M. DESIGN GROUP, INC. L_JB ' PLANNTNG AND LANDSCA" ARcff"t-Tt'Rr 1 IAII x+141 Date �P DRAWN r� mnw�,rx.��.,.�. .".. .„��.." .., SHE E T _ E of cAI�E� R.J.M. D-6 OF 15 DOUBLE STAKED TREE W/ BARRIER C SHRUB & GROUNDCOVER SPACING F CHECKED DRAWING NO R.J.M. DATE - 71. A/OTE, T;I PL�9,U is COiLJAJ6CTETJ TO CJ,Q III D/SRUPT AAl EXa-1,I C/TY MA/AJ7'A/.t/E,D L�4/L/�.iGiZf'E ff /A021;W T-10 .1 Ar,F�1-. P,2/0,2 70 �C1EV!/Go,CJST�¢(�CT/OAl, A �/O1A17 1k15PEC7-/0rV/9,I �LJHk5FA/TA-r1I OF 77HE EX/5T/.(X' A,2F-A S Co,UDmoki 5HAa- OICGUR W/TH 7NE Alew Cm1'T29C7Q,Q, jt/� C/TY /A-'SPEcrOrZ AUDA XEP2e--15Ad7-AT1vE F00,-Y 7HE C/Ts- AIA1AJ7-e JA,UCE RT 7-HI-9 PO/,CIT WIVE /V-FW cov$7rzGCTioiv co �f+croR sH,S►Gt 73� ,P SP�us�,BGE t;O2 MA/,c.'Tt=�11�4�1iGE 4F 774E AAP6C7ZF1D F,7)ZF_A5 AS /,OEA.J77F/E.,D BY TSE QTY. /4)w^S 7-0 ?7/E' C/7$'':5 ACeZFF7-1tL6rE CJF 'I A =pV ARE= . 7-,YF- AJffW 60AJ7-9ACr6?R /5 TO/`f,41AJ7-A/,C/ C405E CbH/YUAI/CA770AJ K117N 7-HE C/TY /,u5PEC1'oQ iy,UD TlHE 1-/,4/It/AA_/cE )eEP2,E5EA:/TATn10 7-HRc[-1,IvT 7",= GG3L125E OF 77f/5 WOJ2iG . R 1I: ALL t3E PROV/rJED Tc� TF/E C/TY 9y Th'E Co,VT,2A-72:;lR To A5516T 141 CCORDIkIA774/� 7-HE MAAaTFiUAAjCE= N/O,¢K Fro,¢ Tt! / C, J T U,l-<DE,2P�°►SS L A,4DScAP/ .,�., -- -- -" W W02k /,t./ 77H/3 FJ2EA SA ,RLL a,= CAMIZ/E!� OLlT AS EXPE/J/%/p�/SL.y X45 P!�`5/9LE 7I:7 �•!/�C lAfIZE 7W.-- r m OVE2L4P QF CO,UT7ZACTOR 5 O,C/ 77fE P20�E.CI- AW Y 47l� AC.Ii lT /HP241/EME� JT5 -45"41-L- Far- W P20726CTE1J /A1 7�.f7CE . P s- DI DT 6 9_ U PLAN- S. IIS- 23 III ' 30 EMITTERS ll1�r 3 6 D4 W 301 PLANTS �.g III AVENUE Ll1 MILLIKEN IDI EMIT TERS - cc o -- a _- v i 32 - 33 2 34 3� 36 37 _ 3 WJ C 28 29 30 ADJUSTMENT OF SYSTEM �� �'-TE ,s D3 'D5 0 GENERAL LEGEND Q 133 EMi,TERS 3 p 30 30u - _z THE CONTRACTOR SHALL ADJUST THE SYSTEM PRIOR TO FINAL COVERAGE REVIEW BY THE CITY. ` I- I IZI+ p Z - ADJUSTMENTS SHALL INCLUDE, BUT ARE NOT NECESSARILY UM!TED T HE FOLLOWING: 29 11[21 SYMBOLS DESCRIPTIONS MANUEAC`1URER 6-. PART NO. REFERENCE - J ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PE FORMANCE AND TO PREVENT I N - T I T - ----'— P 0.C. SF ECIF ICA ION U T- -�--- -� -- PO NT OF CON EC ON _ _ ��j, Q T� t7v _ _ -`--i--•--.�. PRESSURE SUPPLY LINES 8 SIZE 2 1/2"b LGR CLASS 315 P.V.C. SPECIFICATION ROADWAYS AND BUILDINGS. 2„ ` «: PRESSURE SUPPLY LINES 8 SIZE 2"d SMI SCHEDULE 40 P.V.C. SPECIFICATION - � iI. SEQUENCE OF ADJUSTMENT: \ A. IF A MASTER REGULATOR IS USED, THE LARGEST REMOTE CONTROL VALVE SHALL BE NON-PRESSURE LINES& SIZE SCHEDULE 4.0 P.V.C. SPECIFICATION TURNED ON, ONE PER EACH CONTROLLER BEING SERVED OFF ONE SOURCE OF SUPPLY. REGULATOR SHALL THEN BE ADJUSTED TO MINIMUM DOWNSTREAM PRESSURE AS NOTED ® DRIP TUBINGII<SIZE CLASS 200 P.V.C. DETAIL NO. II ON PLAN. IF THIS PROVES TO BE GREATER OR LESS THAN REQUIRED, THE REGULATION — __ SHALL BE ADJUSTED ACCORDINGLY. - - SLEEVES FOR PIPES SCHEIXILE 40 PVC LOW VOLTAGE WIRE CONDUIT SCHEDULE 40 PVC SPECIFICATKIN B. INDIVIDUAL SECTIONAL VALVES SHALL BE ADJUSTED BY THROTTLING VALVE STEMS TO G.P M MINIMUM PRESSURE REQUIRED FOR OPTIMUM OPERATION (NO MISTING OF SPRAY). IF NORMAL 16 D 1 A I CONTROLLER SEQUENCE MORE THAN ONE CONTROLLER SERVES AN AREA, ADJUSTMENT MUST BE PERFORMED —&OW — " WITH THE LARGEST VALVE OPERATING OFF EACH CONTROLLER. IF PRESSURE REDUCING ` 4 GALLONS PER MINUTE TYPE VALVES ARE USED, ATTACH PRESSURE GAUGE TO VALVE AND REDUCE PRESSURE FLUSH N�2 ��� REMOTE CONTROL VALVE SIZE FOR OPTIMUM OPERATING CONDITION. THIS IS TO BE REPEATED FOR EACH SYSTEM. g I i FLAW ` - 8 AUTOMATIC CONTROLLERS A CALSENSE REQUIREp�C-� •• DETAIL NO. 1 C ADJUSTMENTS MUST BE MADE AT A TIME THAT ACTUALLY REPRESENTS THE FLOW III CHARACTERISTICS OF THE SYSTEM IN NORMAL USE (IN CONJUNCTION WITH ANY OTHER fQ REMOTE CONTROL VALVES RAIN BIRD EFA-B-CP ' r ' DETAIL NO. 2 1 REMOTE CONTROL VALVES- -PRESS REG TYPE §W.1 IRD EFA-B-CP-PRS W/SMM CNS F- . DETAIL NO.9 W WATER USED FROM THE SAME SOURCE AS THE IRRIGATION). OVU O D. AFTER ALL VALVES HAVE BEEN ADJUSTED, REVIEW THE SYSTEM URTHER AA6 d�JUS"r — — — — ` — — — — — — — — — — — — — O QUICK COUPLING VALVES RAIN BIRD 33-DLRC DETAIL NO. 3 + INDIVIDUAL HEADS AS REQUIRED FOR PROPER PERFORMANCE. ___ cc INDIVIDUAL _ ® BACKFLOW PREVENTION ASSEMBLY FEBCO 8Q5YD DETAIL NO.4 Lli TI E. IF FLOW MONITORING IS USED, SEE SPECIFICATIONS FOR FURTHER INSTRUCTIONS. �_ . _ 5 " �1 CD FLUSH-OUT ASSEMBLY 9 «" `° _ - � D # DETAIL NO. S Llj (n F. IF AFT Y- Y4Y Y�`f Y Y-O- �► -GJ-- lL�-f tY, Y- Y, Y Y Y_-1rY sYLY Y2 t:_a-- ►S MASTER VALVE HARDIE 102 N-0 DETAIL NC'). 6 pl TRAJECTORY OF SPRAY OR DEGREE OF ARC ARE REOUI THE CONTRACTOR WILL BE r 314 H;NKoI; '�jZi' r�� I ! It �k lTri �i RESPONSIBLE FOR SUCH ADJUSTMENTS AS A PART OF T CONTRACT. II J FLOW SENSOR CALSENSE FM SERIES SPECIFICATION MILLIKEN AVENUE © ELECTRICAL PEDESTAL MEYE RS-MODEL N MEUG-IM-285 DETAIL NO. 1 m WATER METER BY OTHERS SPECIFICATION -�'- - - DOMESTIC PIPING BRASS SPECIFICATION 00 [ ] MOISTURE SENSOR CALSENSE DODS DETAIL NOL 2 GATE \ALVE � NEM T 136 DETAIL NO.IQ Q PRESSURE REGULATOR WILKENS 500 HP 38 39 4 4 � 4�2 � �-- DETAILN0.4 SPRINKLER HEAD LEGEND Q LLJ I W LU m SYMBOL ARC RA TRJ DESCRIPTION PSI GPM MFG. BODY N Z. RLELRENQL ? � 1�' 14 Iq )lc�+ Intl le I&i Li 1V�I II + W V 900 7' 0 FLAT SHRUB HEAD 30 0.65 RAINBIRD SAM 1812 B80-FLT DE IAIL NO. 7 s `/ 180° 7' 0 FLAT SHRUB HEAD 30 1.30 RAINBIRD SAM 1812 68H-FLT DETAIL NO. 7 T CnY_ y u�C_ _�+ U -_ __ \ Z' .__ Y - �+- -Y_, 0 90° 10' 15 LOW ANGLE SHRUB HEA 30 0.40 RAINBIRD SAM 1812 100-LA DETAIL NO. 7 Q ? - :ww?q; Y V 180° 10' 15 LOW ANGLE SHRUB HEA 30 0.80 RAINBIRD SAM 1812 10H LA DETAIL NO. 7 2)_ - _ --I Q X 3600 10' 15 LOW ANGLE SHRUB HEA 30 1.60 RAINBIRD SAM 1812 1 OF-LA DETAIL NO. 7 _ 1 b 900 15' 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 150 DETAIL NO. 7 I /�► V 1800 15' 30 STANDARD SHRUB HEAD 30 1.85 RAINBIRD SAM 1812 15H DETAIL NO. 7 �- C l 11�n X 3600 15' 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 15F DETAIL NO. 7 v 900 16' 15 LOW ANGLE STREAM HD 30 0.80 RAINBIRD SAM 1812 160-SLA DETAIL NO. 7 {� `A �_� `• ND�gpF w 1800 16' 15 LOW ANGLE STREAM HD 30 1.60 RAINBIRD SAM 1812 16H-SLA DE1TAIL NO. 7 N Q�� Q RYAN '4 x 3600 16' 15 OW ANGLE STREAM HD 30 3.20 RAINBIRD SAM 1812 16F-SLA DETAIL J IzEL6:r- TE VALVE M-3 ,9,v,D 1AJ.ST/iLL. ��` �0 rs NO. 7 AAffW 1224 AT/aU 5Y5T,EAl / P,q/?�1IiAy B 90° 20' 35 STANDARD STREAM HD 30 0.80 RAINBIRD SAM 1812 22Q SS CETAIL NO. 7 AHD OP21AJ,�cLE, , READS TO VALVE A-2 hRwi//0E' FZ/GL cOV0RAgo tis ,t7�TZFG7EI� . l 1 1800 20' 35 STANDARD STREAM HD 30 1.60 RAINBIRD SAM 1812 22H-SS DETAIL NO. 7 2F_SiZE BX/5T/.t_/C� L, 7-Z=-P 7Z� AS �EOU�i21 p - 4X30 - SIDE STRIP SHRUB HEAD 30 1.20 RAINBIRD SAM 1812 15SST DETAIL NO. 7 jt 900 8' 5 5° FLAT LAWN HEAD 30 0.40 RAINBIRD SAM 1806 B80-FLT DETAIL NO.8 W Pf 180° 8' 5 5° FLAT LAWN HEAD 30 0.80 RAINBIRD SAM 1806 B8H-FLT DETAIL NO.8 - _OIL _ ) I I Of CAI*4 0 900 10' 5 LOW ANGLE LAWN HEAD 30 0.40 RAINBIRD SAM 1806 100-LA - DETAIL NO.8 m _ _ LIMIT OF WQRK _ - _ _ ' I I 2 1800 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RAINBIRD SAM 1806 1OH-LA DETAIL NO. 8 Q 1 p tt pPPolk !�' � �� _,_ "rcs y qzH„ Y Y- �Y M . Y `y►-t--y- �y Y X Y_ _.` .. \� �/►�>'"�" 1���/j1 �Lff�i '59 PLANTS 3� r, 12r �% _. MILLIKEN 120 EMITTERS 9 - SCALE: 1 =301-011 36 Tall " i1 '- �.'' GENERAL NOTES --,-.� g� ( �� '` --�� � - LEGEND MAINLINE C2 C4 VALVE SEQUENCE I �r r aT _ +, DRIP I P EMITTER PIPING 1, STALL ALL PRESSURE AND NON-PRESSURE LINES AND M Y �--- � ' ' � O - 0 e` ---��.y� -----R.� 15 2_ `� SCHEDULE EOUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. OTEMS � MET LINK { ��' �..-IM 3�z3-q�I •5 SHOWN OUTSIDE SUCH AREAS FOR PURPOSES Of CLARITY ONLY _ NU �- r , NO. OF EMITTERS SIZE OF PIPE Q - �e (?r 4. ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE RIP T N R V I ION DAT P = Qy . .>. F I 4 4 - ='~ � -' c. _ WITH SPECS.ANO CONSTRUCTION DETAILS.SEE SHEET NO.�_ 4 c�' a o ' - t-a. . . . . . . . . . . . . .112" 9 Z D 8 7�-- �I 9-20. . . . . . . . . . . . . 314" S. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. �- CITY OF RANCHO C U C A M O N A . v 6 --, �� t 21.3s. . . . . . . . . . . . . .t.. 77.6 _13f_PLANTS 4 n-4, _ '�� 35.50. . . . . . . . . . .1-114" 4. WHERE PRESSURE REGULATING VALVES ARE USED.VALVES ARE TO OD I 46 EMITTERS S6 C �''"'� �- --a n_ # 80.7 - �`: � ,�•t•I/2�� BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. MILLIKEN AVENUE UNDERPASS W 1 -�_ r R 1 , ` �� 1�4C�PE. s, ADJTALL SYSTEMS TOAVOID SPRAY ONTO BLDGS,WALKS,MroROAo- 6TH STREET TO JERSEY 6LVD. WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. 0 ELOC9TF i''!A/,t1 e W/�/�t.�. /,U57?,YL 6 AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT ,UEW HAIAJ 9' W/2/ " UUZ?Fe - T- ,EE7- _ LOCATION OF SPNI�R HDS ARE THE RESPONSIBILITY OF THE INSTALLING __ . ILL n' I r µ -- -, ` M G� . 1k) ��-EEI/ES. CONTRACTOR TO SEE THEY ARE DE FINED PRIOR TO INSTAL LATION. y 1 _ It / �-.___� � " � � _-_ �,,�� `� -----��?"` � �N V_ ', .:^�� � 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT - - MI T_Oc W '` _�-�{ '� a I /11L TIMES. AS DRAWINGS SHALL BE UPDATED ON DAILY BASIS. APPROVED BY -, G / DAT E CORK r "'` , NO SITE REVIEVYSARE TORE CONDUCTED WTTHOUT THESE DRAWINGS. '11Y EN INFER '' Cz� O`er RCE NO 218.1_ r_ AREAS RECEIVING AN IRRIGATION SYSTEMA SHALL BE REVIEWED AND ` J ' VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACYOF StJ'E U�SIGN GROUP, INC. LJR --a- AND CONFIGURATION. F DISCREPANCIES ARE FOUND THAT WOULD R. J. M. R AW,, ,,,, PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL 8E BROUGHT �F;!,V.`�: ANC TOTHE OWNER'S ATTENTION BEFORE WSTALUTION. BY FAXING TO I- 1 rJ IRRIGATION CONSULTANTS DO�•THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- R R. J. M. uII ASSOCIATED IRR G CO MENTSREOUIRED, ;FtEG�,EJ C�FtL�.'ING NC) �' II12H C4 4 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 1 - ` 90025 TEL NO.(213)477-6525 FAX NO. (2/3)477-2813 11121 � R J. M. SHL . 1 76 OF. 81 Au70A4A7iC CONI-11O LER " lFill It ANC (4) 24 STATIONS — ` ' 1 2a 611 11 Q21 FB2.21 41 INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO �; �10 I �2 BE PROVIDED BY GENERAL CONTRACTOR s ' LILk I I I,2►t i . ArJe/UST P2lA/K1F2 !SYS7ZH , I— II r --_ o o Fir �Ew I �� n 615 33 816 131 3 EXACT LOCATION TO BE DETERMINED IN THE FIELD. 1 > II � � LD�ATTO,CJ OF 5/OE WA1.�. ` 1 ( I II `I t! � F-- All t B7 " _ _ �,.� n ',' \ • A �1 _- I IIS II -,jTl -- _- 1 _ I s I I ,Itis a I I 2 --- _- 2 �j _ 6 �� s s s ��1" � -- ELECT. SERVICE TO ELECT. METER — I �z Ie >� n I+ Iv ' a I p u , �' {2v �n �� I II ,—T7`— u _ - t n , TO BE PROVIDED BY GEN. CONTRA:CTO I� WORK n Ls_ _ _ ` - 2 '{-+-- _ tl¢K �' x��/ II II ' ' , N I ., 2� �� 1`�iyr�� OV 11 1--- 'I X- ! q ((a I > r�' 1 i �II p II 2 2: I b 4 i� —}�—V-- —v X " f l � yz ac �.--I \ I _ -T r` , 2 r ' /\ zp• y 2 h.-r� i I \ ! 1 i I 1 " 1 , 1 I IZ�I o_. - -- , I 2, �a, �1' z r --,• ,� , - (1 ,, SII I y� � .z, ' Z1 '`!1 - 7CT„I V` /� - II rY , 'I I I r ` rb" - - _- J II" •. , It 1 - ' I l ' V f' i ' 1 pc t t e r I K AN. ( ^ ,I� I Y- ' yy � i ------ v ..-. u t 1 z' yEt :r --�4 a; r /� I.�I� Ii2 ► 2: - y� + • �i „ ! 11 " I _ 1 I �:-:< w;, = 1�- + _ , 2 12 `� _'t- 'll`,. ' _. e' '� '4 'f . �f- _ 1 I 1 I t 1 I f/ I I ,-` -t I ,-� � �.. � ���_ �� 2 1 , n - __.- y -- -_ _ --... .,..:.,.. . �:<,�- _. iF-__ 3-s�'a »-. a' a`r'm _ .:.. 1-- 4 - GUS GL �'W 5/�2/iC!/cLE 5 s t '� _ . r - �, ,.. . .. I 2 --- I, �-�x - ,'\ n h . T7} /t1 2 YSTF�! I C �� t n .� { \ _ k �_ w -4 �} - R - �. ;rt i t I tI\ rri= y� - � �. . A --,�� ,, �i*l • P _i'YI "'�- r'�' 1 _ .�.,1. -__ # ,•„'. , e , h�a - X42 PF�2�l,/ P2ol///� • t! - >f 'S`i -,. �Q v 'j, A �9Y. E U , �. ” 4r4 n ► I =' +-- ... __ _ f�r - -. r FY v V V V k , Lt i. tii:_ _11l ;' - - •y_ ,/- TV f V- r'n` �d >r .r Y . - ' as: I ' l�F Y + f Y ._a � V - ^� ` �t f �/ — g.. -V-- _ V ` 2.. �► t 117. _ t, To 9I I �� - `11211 ---I - z �l�� 50 so B20 -56 923 = r 2 - � I Be AVENUE -- 2 It 638 PLANT S 01%, ,. ll� �If21 ti aQ 13 EMIT .I E fzS I �-.-- .. +-{ '-' _'y: ...--.,.,1 - J•_ _h ��. - - _ u T I - _ - _ _ -*!i e e ,uleat� �w + *e�w .* .e11 _..._.-a.,.,.. - -- . - - s i I — �,..-.. _>___ ""_ a--_:.rr•,..='. , j)- 1 - .. �� !Y'.i•< j".�.--.., "�....�i- - J- �_ �,...-_. '- --. . ` - -- - _-. Wil. -. -e i i 1 J 3 -,. '� r`_ '4 . n ..ww -� ^^ Jif —' - _ h -a_--,.-�.,.-�-. _ _ 1 i " "_'� i ' `•I. R ,._.�-Ly - - ��.i`.--- ,4 ,.... ... '-••--s -- _-__ _ _- - _ ._.,.- - _ _..,. _..,.. .-_� r _ a �-'` — -------._ ._ _.___ a ,b ...- - �' 1 t _ \ 1� `af` 19rF XlST Hi4/wtic./ F N _ - -o t��,__• `� __ _---___ + _ _F_- �. .. — r -- _ - 5 2 • \ © 6 - - ---- n_ _ Cawl- 14 sz C16 4 C I ' � D 15 9 C 5 I s 6 ''�' • u..�1 ---u Y_ oC12 -I �I - EMITTERS j►�21, 12 l��zl� -�i� ,�� NiZu aL D 18 � II 5� D14 ( � � �1121t �--- I,�n D 13 14 2 ` 4 1 l a" 1 r i y � � 1, 349 PLANTS 1 , _ W y 2y _ . —�''`._.. A a 117 EMIT T `L r _ __ -- _ _ t - - , - , I I -� - - z ,� - _- u -F - IT RS U 9r _._ , 1 ® J ,� T� «,�.,' w. i 7 _ - Y` y" 1 1 'I r, '," .I -L r i� • .%C1-- _/• �i r -1 _ ...,J,_ 1, ___.__.` `y - I � r ,i► ,v ,n'�.y�' �,Q �I�,� �/ , n - �•!.'_ w , • a�,1 a2� _(:Da / .�:f- :..Y.`._"-�`_'.Y�-.. - k ... --- .. - --'lf.-.i --- `�" --_ -t`*`>�* �"trfi* I 1 '1 I \ V !I3 - £� 12 n � . - �_"- F _ -- —_ --ger _ �: _ r_ -�--'-�_ - - - '�-� .,_,_„ �,. ,„�... ��;.� '; a �=:�...��..e� 1 f I .�►� I ?`. .1 - /4 I 1'� C y fQ £f r�. ' T 11 11 a F ♦.r'r T • s _t L It� .� _ _ _ _ _ _ __ - - � _. - + _ -;, - �., --'�-. ,.._..............�-. .: -. .... �, i > *,.. ...- .T t P'-._.._ ". � .. � ...`--`?'S�.•}F-..----r---".__.. y� �."- -. _ ..-�r•:. I 1 1 I I 2' I 1 -�, _-_�-- _ �'-� v4;' -,v;. L,.1 ,• 'r� _ • 4 �k "G!. .,-- •- -'f" .. 1 Y'=.. i,' ,. +,�;I. i. 't> T _ : . 7 f,r .� > Y r, _ p• - - -- �. _ rr '--- -- v 4 \ z - - , 1 I T 20` I_"/ n C vZ tsE� y, 1 �,r 1, '•EJ 111 �2� 21 X � - 0 p �•' �/ {1�2 I y`i I' �� �' f. L - - - M1I- — -- _.•1 I1Q# ill — i - 777 ,r 1 r TS— 'v II II Imo° u 1= !2o I If t} 111 1 r I� q " ly p J I Ilii ti �■ �n M ' � - 1 �1 -_`� , I /• �' /1"� IMI, ,f ,/�/ F 3 K �r !•'- t \ - _Pl + Q1) 1 I , ,I tr ^il( 1 � �� � � 11 � ,\ � � .-. s�'• ,ti � � I tir � � II ►I `�h 1 I I .- 5. _..� el ,ti C8 CIO 13 ;I,zll ,. i ��` 1`12' �� C9 �1�2a - - C22 All I� 1• � 1112 � Q n o C 19 � C2�J A_ 10 6-140 `R�,DSC,aPf ADJUSTMENT OF SYSTEM 1112' THE CONTRACTOR SHALL ADJUST THE SYSTEMA PRIOR TO FINAL COVERAGE REVIEW BY THE CITY. � Q a Z ADJUSTMENTS SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE FOLLOWING: I. ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT r SYSTEM FROM OVERPRESSURIZATION, AS WELL AS TO AVOID OVERSPRAY ONTO WALKS, Srina off '� ROADWAYS AND BUILDINGS. 0 11. SEQUENCE OF ADJUSTMENT: Dar' I - qjf L7► CAL�L�P�\P A. IF A MASTER REGULATOR IS USED, THE LARGEST REMOTE CONTROL VALVE SHALL BE TURNED ON, ONE PER EACH CONTROLLER BEING SERVED OFF ONE SOURCE OF SUPPLY. f REGULATOR SHALL THEN BE ADJUSTED TO MINIMUM DOWNSTREAM PRESSURE AS NOTED SYSTEM DESIGN CRITERIA ON PLAN. IF THIS PROVES TO BE GREATER OR LESS THAN REQUIRED, THE REGULATION r SHALL BE ADJUSTED ACCORDINGLY. B. INDIVIDUAL SECTIONAL VALVES SHALL BE ADJUSTED BY THROTTLING VALVE STEMS TO •SYSTEM DESiGNISBASED ON( .S.I.USING 210 1 G.P-M- ' MINIMUM PRESSURE REOUIRED FOR OPTIMUM OPERATION (NO MISTING OF SPRAY). IF \ MORE THAN ONE CONTROLLER SERVES AN AREA. ADJUSTMENT MUST BE PERFORMED A WITH THE LARGEST VALVE OPERATING OFF EACH CONTROLLER. IF PRESSURE REDUCING CUCAMONvA COUNTY WATER 41 TYPE VALVES ARE USED, ATTACH PRESSURE GAUGE TO VALVE AND REDUCE PRESSURE •PRESSURE DATA WAS OBTAINED FROM vj A I jllzl' A7 FOR OPTIMUM OPERATING CONDITION. THIS IS TO BE REPEATED FOR EACH SYSTEM. BY LINDA T. Ill�q A5 I II IJFj C ADJUSTMENTS MUST BE MADE AT A TIME THAT ACTUALLY REPRESENTS THE FLOW �o9✓oa/90 •1MHOSEPHONENUMBEAIS (714) 987- 2591 �1�211 (L I I CHARACTERISTICS OF THE SYSTEM IN NORMAL USE (IN CONJUNCTION WITH ANY OTHER j 12. WATER USED FROM THF SAME SOURCE AS THE IRRIGATION). •CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY r D. TER ALL VALVES HAVE BEEN ADJUSTED, REVIEW THE SYSTEM FURTHER AND ADJUST OWNER FOR INSTRUC11ONS. FAILURE TO DO SO COULD RESULT IN I IVIDUAL HEADS AS REOUIRED FOR PROPER PERFORMANCE. CONTRACTOR BEING RESPONSIBLE FOR CHANGES THATMIGHT OCCUFL LIMIT OF WORK a II I E IF OW MONITORING IS USED, SEE SPECIFICATIONS FOR FURTHER INSTRUCTIONS. I '^I , IlkIIZr F. IF AF R REVIEW THE CITY DETERMINES NOZZLE CHANGES OR ADJUSTMENTS TO DRIP EMITTER PIPING _ _ {��, ,' ;�t I I yTRAJEC ORY OF SPRAY OR DEGREE OF ARC ARE REQUIRED, THE CONTRACTOR WILL BE ---- f ^ ,; ESPPN BLE FOR SUCH ADJUSTMENTS AS A PART OF THIS CONTRACT. __ __ 1 - -- '--�- -, x n , C SCHEDULE �>_-oo2tt �L �- � e NO. OF EMITTERS SIZE OF PIPE „ it if 5/41 _- -- . . . . . . . . . . . . . .1 i2„ \ 1 r fir_. ¢- -1� of 1j+. -'s , Y 'e� .1' '!� ! `3 l Y 1I Y Y ._Y ' 'f 9-20. . . . . . . . . t . . . 3 Y t , r„ „ «,-..,,... . ._,.-.... . -, ---' .-•._s..a.- -. .,----,•,.. ,�,.:. -mss:. > -, ,'I`: � `i t} , _ _ S'1 -C' 21.35. . . /1' / .t- -._ ..- _-_-'- Y,,..-,-,......,e s..•F•>_.-.. _ _--_ - -. .,s s:- _ _ _ -.E ,� _ n "�'%- t s. ft-t ...1 .. -I ` '” .. _ - y -�1_"I t} i- -_ I; ,,,_� - ., •t .r ,i, yte= '�I - 1. „u - '_' - + `Y -n,i Bi tt-_ ..1'r� rr I 1 u 36-50. . . . . . . .1.1/1 z� ,, �' + Mir T !!t",* -I.'�#' - fi-_ :rte. �—�'�� 3 WATER MET' w , lyI � tZI} _ -�- *-•. ,r¢ T-- �i-�-�-'-' -->'�--.��' ,.�-�:�:�-t-- �::�- e_a : .a--�t-�---f-..�r` ._1.�.�t_a_ PROVIDED BY st•79 W - r e—s �... . _ _l - a-L DEVELOPER 80-MORE. . . .2” ........................................ Ae AV ENUE -=- _ SCALE: 1 "=30'-0" ii I f 1!�,n 411 BACKFLOW PI�VENTION 71i PLANTS - ASSEMBLY 1W 4 PRESSURE &CONTROLLER, MAINLINE P.O.C., BI5,BI7, C I8,C15,B24. A2 yp 71 EMIT 1 ERS MILLIKEN A4- 5� �z --� l A21 REGULATOR SET AT85 PS.I. GENERAL NOTES (DELIVERY PRESSLTg WHE►`I 2 �E� HF,_-T "i2 V J�iT {?-1,M, �� -q Li ILA R.C.V. "ALO,B4,CI&DI� IN OPER. - � -- 63 I12. TA ALL PRESSURE AND NON-PRESSURE LINES AND ANY Po - �}3 - � t �.�' � SI, PM NTS E SUCSIDE HAREAS FOING AREAS R E SESOF�V.RfTYON`T YJS RIPT N F R VI"I AAAA �� - �4 - - 62 l I, L ALL EQUIP NT SHALL BE SELECTED AND INSTALLED W ACCORDANCE `f ., - _ �e"� a } i 135 I i . 1AfTT1iSPECS. D CONSTRUCTION DETAILS,SEE SHE ET tJO. -,�_ _. - .- 6 ;If2}. If CITY OF RANCHO CUCAMONGA C CAL trill ��� FOR SYMBOL D SIGNATION,SEE LEGEND ON SHEET NO I- rl. 5 � - J 8 j A 16 N f jilt,--rs—s? It, Al A14 _ l�_ A15 1 - 1 r. _ 112' f ��f� � • _ � � NMEREPRESSUR REGUlJ1TINGVALVES ARE USED.VALVES ARE TO IIE...L..IKE1�1 AVENUE UNDERPASS 11 ID 19 IIZp_ ( ZII I " I — - .�` i� _ / 1 E ADJUSTED FOR TIMUM PRESSURE.OR AS NOTED ON DRAWING. I Iz I l l _ _ -- �- s it I II - _ _ ' ._- -��--� '/9'' S. ALL SYSTEMS TO VOID SPRAY ONTO BLDGS,WALKS,AND ROAD} 6TH STREET TO JERSEY BLVD. _ " 41 h f - -" ';` r� - �- t WA S BY INDIVIDUALLY STING SPNKLR HDS AND CONTROL VALVES. „ I I II h n i _._ - ,rte - .,,.•--- -R I - —fit " - -- s_-- - - � � = M_ .. �• , !' 1 :' 's'._ r~ 6 THAT NEED TO BE DEFINED IN ORDER70 DETERMINE EXACT - --- - t - � 1 -_ ; --- -. , .- i;.,.-- , - - - , __ fil `�,• �'� �{ __a �' .5 r,. ..a�-. -- ..:_-�tl1_�_,-.� .�,�� � ..�,�_. ..� _ 'Y r 1�'i ai 1 _ _ - L M1Ci ___ y LOCATION OF Sf'NK1R NDS ARE THE RESPONSIBILITYOF THE MISTAL � d� P.l 1 _- k CONTRACTOR TO SEE THEY DEFINCL)PRIOR TO INSTALLATION. F � _ � "�11 � r , r . _v i q^ k t` I ll _ _.1.'-_� ;.. �`a� - --- ,. ••,.•r•+. .e - = - � :,x-:i....,!} � E4.1.•1 r� � , •: i Up � .- -.__• .. - �} i� {� t fi ,) j,i � •F __T_. - / - IRE IN l� ,�, ",,r ` 1 il' --- - - I F,� I r: ' r' ,' I It 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT APPROVED 8Y LDATE , .r � � rr�. f * ? ` ALL TIMES. AS BUILT DRAWINGS SNAIL BEUPDATEOONDAiIYBASIS. ITY N IN ER �)� � " R E NO ` S QUA' t_ rx -' :.r r� p. �" • �Ii� '� NO SITE REVIEWS ARE TO BE CONDUCTED WfTFiOIIf THESE DRAWINGS. �.J j f � D T ,� i • �K p I' o — ___ ._ I�f t & AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND DVMGN GROUP, INC. W _ } r' �V U _4L F Y VERIFIED BY THE INSTALLING CONTRJtCTOR FOR ACCURACY OF SIZE R. J. M. p �,•,4, ,e„ L.l • 11 _._-- --'- A � �1 , �.M�.�...-..:.. . -_• ,ex-,„ems.. 1 , L ''�` Alp AI9 AND CONFIGURATION, IFDISCREPANCIESAREFOUNDTHATWOULD DT,AWN 4o S _- !XD PROVE DETRIME NTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT 1.2 15 .. - - • ,tin � I II (1 tl TO THE OvYNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO R. J M. OF '� A 12 — r I a • `� DO SO,THE CONT RACTOR MAY BE RE SPONSIBL E FOR ANY ADJUST- r{[ �K E:) EBF; "' -- 1lrnll — N N t MENTS REQUIRED. A` LNG NO ( �N 4L 1j1 4 I = { ASSOCIATED IRRIGATION CONSULTANTS . , R. J. M. ATE 5404lll 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 90025 TEL-NO.(213)477-6525 FAX NO. (213)477-2813 �� " "`� � 77 0"t 81 L ff J ---- -- 0m W M r� ujF—' w MILLIKEN AVENUE tr 3GM 24„ 11, 01 -- • - Z4 n �i ,; Z`F 3� 3 2�+ 24 �4 <�, 4)y 3!0 3 6 � � � 37 28 2. 3 CO Q y{ w d J PLANT LEGEND w TREES > co O — — — — — — — _- - — — — — — — — — — — — — —' — — — — — — — — — — — — — -- - SVM BOTANICAL NAME COMMON NAME OTY SIZE REMARKS Q - _ amw ~ w • • _ -- ui ♦--- - -- _ _ BRACHYCHITON POPULNEUS BOTTLE TREE 31 15 GAL 201 O.C. -- _ - - — - _ ♦ - }cn LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM 17 15 GAL 201O.C. IN PARKWAY I 'PALO ALTO' 25'O.C. IN MEDIAN MILLIKEN AVENUE 6 24"Box 201o.C. IN PATOMY 2510.C. IN MEDIAN 8 36"BOX 20'0.C. IN PARKWAY 2510.C. IN MEDIAN + PINUS CANARIENSIS CANARY ISLAND PINE 12 24"BOX 25' O.C. 38 39 4() � 5 36"BOX 25' O.C. 4 . 4"" s INSTALL MEDIAN TREES PER DETAIL C, SHEET D-6 I Q � _ W w W z � m lYF TgJ5 FVP 15 Cal-T�a7£D -p, OF- OIL-1, Pk5POfiN axl5Ttre7 Grr/ WIMIN�p 2 _� - -- — — _-- cf) • •_ _ - -- ♦ ♦ ♦ z LiAM55q-tpi�5 AND #W4ev4770[' AArA. PWO?- P AbW 6aV7PLt"7741`' A 00/N7- 1A5PEG770N AjvD Q . ,�. Docli/vtE rror 77f s7rNe A 'I s coND�roN � a, ?z, wMit 7btc;- NEkl G croR, . ' 1 7X' MIM-1 7M5' 1'6W ��`� OTV(v Co�GTvl�CS1 LG 1.' c 7 G7' 'D /QED $y 77t C Irl A UP rs�cTra/v OP 7W4t�c7V u- v o c I 7 corn ,cs ra n��rr�r co�w►�N�c^77or watt 72YZ!-�: C171V IN5F� 1'29 77t-1 Wow /r se19 6 r t5- iWm/TTa/-'5; P 7b AW v//) 171 L— NarF,: TH 1,5 BRAG N'fGH I Tori q 7�' OqR�- /tvX AAllyc�7- IA?tgPV � 4_?ftl_ X f2j-_-t-crATvP To f AKK- 4AT souTH OF/A7- e^ L_IQu VAr sTya FWAI NOM: 'rN 5� �I QU IAM nA r> p 5 �- O.G. I I I `� �-_ `-•-.. -� TO I M I Y rJ F r — _ — I �Q}2-�}-� OF A�-U 5� . JV F� .1 .K _ m — — — _ C�-I I Told roru LNEU5 0 LLJ • Lij � _ ol - -- - ___ _ MILLIKENuaUin F PTYVAO PWA _ �►� _ � �_- SCALE: 1"=30,_0, 25 O.G. w — ` - -- u `� , `, 36 a �`� � _ IQ REVISION TO LIMIT OF WORK. _ 36 a� UE rI Nl l� CAKAMENSlf> Q • -� AT DESCRIPTION F R VI I I "Vbe_Fp rvF+7 Arp Ic yI T Y F RANCHO t-►�NM� C O CUCAMONGA 4C, 2r MILLIKEN AVENUE UNDERPASS w a ? Z - �oao o VM V, 7Y 1Qrr-- 6TH STREET TO JERSEY BLVD. _ TREE PLANTING PLAN . �••� -- - - � _i ♦ _ ♦ h APPROVED BY :, DATE 1o��� 21817 �- _ ♦ a IT Y EN IN R R E NO. `� ' ♦ ♦ ---- �� Q � � "� ESIGN M ♦ ♦ v ((Q R.J.M. DESIGN GROUP, INC. LJB Rw inca'as+r us&NCO" cru A R AW N .�.,....�.....,......... HE E Y Dr R.J.M. T-1 C)F 15 HECKED AWING NO R.J.M. DATE SHEET 78 OF 81. 1 �! t• Iiiiiim Now-oaw so AM Aff ♦ZEN mm =op et low � 1 ♦ © t� ♦ ♦ " �♦ ��� ♦ 4, �11 24 ��1 ♦, , y ♦ ♦ A7 ♦ ♦ T 24 A THSC. a NZAk-�7CN 1 TONS i� C�+T ,b . �1M�T OF so so � _ 1 & ♦ n • " solo • �? ' A6 uj 7 CD - -- top 40 All • J I I AVENUE I ♦-- Z4" , No'f1=: LICIH t To M c+ 51 . fgQ10 fAt�,b Prrc t�-46INMF- clTf DIRr--GTIONX1 r+) t� 5C, 1 r+ 1 D � r - -- w liz- _ c T ♦ i� •y 6 u1 _1 — ♦ ♦ 1 - • • IIIIIn NOW A24 A ♦ , ♦Z4" U ♦ ♦ Z ♦ / : ♦00 ' �• U - Q ♦ • � PLANT LEGEN $YM BOTANICAL NAME COMMON NAME QTY SIZE REMARKS A BRACHYCHITON POPULNEUS BOTTLE TREE 143 15 GAL 20' O.C. 3+ 24"BOX 20' O.C. 14 36" BOX 20' O.C. • LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM 82 15 GAL 20'O.C. IN PAFZKWAY 'PALO ALTO' 25'O.C. IN MEDIAN 30 24"BOX 20'O.C. IN PARKWAY 25'O.C. IN MEDIAN 22 36"BOX 20'O.C. IN PATOMY 251O.C. IN MEDIAN + PINUS CANARIENSIS CANARY ISLAND PINE 17 24"BOX 25' O.C. 11 36"BOX 25' O.C. 1 INSTALL MEDIAN TREES PER DETAIL C, SHEET D-6 If r LIMIT OF WORK will ♦ ♦ - • r-- - --�-- ♦--- L— ♦ ♦ • '� ♦ ♦ ♦ ♦ ♦ ♦ ♦ • C> ♦ • ♦ ♦ •' ♦ ♦ ♦ ♦ • • • • m --♦ — —� _ __- - ♦ - -- �-- — — — — — - - U 20 O.G. I- " \ LIJAv EN E _ SCALE: 1 "=30'-0" plNl CSE-N��IS -y 1� REVISION TO LIMIT OF WORK. - MILLIKEN v> _�____--- � 2 ,iia- r-i�TP�LINf�Ji✓c,T iy-�•h'I - 3-23 4�' �n,e" 63 11 ` ----- -- �C-�-�IY�+I TON i'�pULNEUS / --_—__'- -_ ___� ___ __ 6G E RIPTI N F REVISION AT •) -- -- -- CITY OF RANCHO CUCAMONGA 2--14� 2 A , 59 � 60 __ — T �- • • MILLIKEN AVENUE UNDERPASS LIQUInweAZ 6,TOWAFLA44- e== � • • � 6TH STREET TO JERSEY BLVD. Zs o,c. - i _ ♦ -- _ ♦ A A TREE PLANTING PLAN - _ • — — — ' • � APPROVED l3� `� ���� �� DATE 2Bi,T`}- - F - � IT Y N tNEER F • • ♦ ♦ — i DESIGNR.�M - I _ • A6 ♦ ♦ ♦ _ R.J.M. DESIGN GROUP, INC. ♦ ♦ ♦ -iM� F V..J J��n ' DRAWN: _ _ . .,.... ............... ..........,. NEE T ♦ A6 R.J.M. T-2 OF 15 ♦ j� ♦ HECKED AWING NO ♦ R.J.M. ATE SHEET 79 OF 81 01 `� — -. -• w W w w _ W �— U) 157 HH 63Nb 135 Ti ENUE iIpv �STJ ANN w MILLIKEN 11.1 198TJ Ze)J Hv ZOI'W 70JH cr , 4' s- 3E .-- 37 3 _ 5 a: Y� 3 ' -3 33 T FfiH' _ 28 29 30 50JH 55TJ 19bV ��' .l 2 H 35HH Q ?.aJ�t co 4,1 HH 3�Nn 70J H 14t'I�l W 1WH z U _ - - Q PLANT LEGEND SHRUBS j SYM KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS 1 m .1_. . €�: , AR ACACIA REDOLENS N.C.N. 40 1 GAL 8 ' O.C. Tr W • ' •• •• ' •• •• •• •• „ "••:'••• •. •. �,. DV DIETIES VEGETA FORTNIGHT LILY 38 1 GAL 3 ' O.C. • • • ••• • • • • • • a W • • 11 _ 1 ___t__t • i'__.e-e–_fie • • • • Li.!. _r 1_L •c .ear _-�_–•– –•– ,•_ _•�_ 1 .__l__ —i__-_i ___ Yr, HH HEMEROCALLIS DAYLILY 463 1 GAL 2 ' O.C. HYBRID MILLIKEN AVENUE .; ; JH JUNZPERUS HORIZONTALIS BLUE CARPET JUNIPER 418 1 CAL 3 ' O.C. 'WILTONII ' MP MYOPORUM PARVIFOLZUM N.C.N. 73 1 GAL 5' O.C. _�_ _ __ _ ND NANDINA DOMESTICA HEAVENLY BAMBOO 136 1 GAL 3 ' O.C. -_- _ --- . .__.__ _. —_ j 'HARBOUR DWARF' 38 39 40 4 a1 j PW PITTOSPORUM TOBIRA TOBIRA 55 1 GAL 3 ' O.C. 'WHEELER'S DWARF' TJ TRACHELOSPERMUM STAR JASMINE 803' 1 49ALt O.C. Q LU •-�- JASMINOIDES -�'`.._�`�r'` „r-"""� I -- Z m ui © �LLj JrC X'� CAJ6ESTUM N.c kj. 323 1 GAL 5 O•C Z ., ,. . - .. .. .. .. ,CoMN'�fA�� ' F— •.. .•. .,. •. ... ... ... ... ... .•. .,. ., .,. .,. . . . . . . . . .•. .•. .•. .•. .•. ENTA t'6RDIF A RED APP FLATS 12.�� . O.C. .. .. .. . .. .. . .. . .. .. .. J °°° .•• ` . '•:Q � � � '•` "` � HYPERICUM CALYCINUM AARON'S BEARD FLATS u O.C. % — Q � ' NOTES 1) QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. I I " CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS IN THE CONFIGURATIONS SHOWN. 2) 4" COARSE GRIND SHREDDED CHIPPER MULCH TO OCCUR IN MEDIAN PLANTERS, TYPICAL. w _ _ _ I ,�U 1 1 I NOTI=: p.1 K-WAY PL.AH-nN Cm TO O - - - - ^ - - - - - IMIT OF W RK _ _ I I I �21.:G1 /� 'r NIA , 1211 3) ALL PARKWAYS SHALL BE PLANTED WITH HYDROSEED MIX UNDER ALL SHRUBS EXCEPT CD _ _ y Q _ 1 O.C. Ff2OMr,PI-- -rc-> PrhT•GH' UNDER TRACH. JASMINOIDES, HEMEROCALLIS HYBRIDS11 APTENIA CORDIFOLIA, HYPERICUM Q _ 1 l iJ•J �'1 f'LAN"i"NG1• .° • CALYCINUM AND SEC w •. -- • -• . - •. ---- • • - -• �_ �_�_.�.��__;_..,•,;•.•••;'.•:•,:,•• , .. �`C _ HYDR03EE0 MIX: - ' '- ..� :••::'•;:.::•. �.••'• • i SEED LBS/AC. PURITY GERMINATION _ GAZANIA SPLENDENS 12 70c/0 85961„ „ • •• • '••' _ - ALYSSUM LAVENDER' 2 95010 800/0 SCALE: 1 =30 -0 MILLIKEN 32H1+ 29JH .••,.. : ir-,� — _ 163 Ti �'✓SFH '. . , •, • , • .— - 0 REVISION TO LIMIT OF WORK . o 6 Ti ., �•: � 2 �-�' h-F�TPv1-INk- Fwjuc7 - - #z-.J.M -q* Yyt.6 c, — - AVEN4UE ZoH�t U§QRPTUN Z REVI 1 AT Q 44 �JH 45 CITY OF RANCHO CUCAMONGA 25Hh 46 4.0,x}4 31 JH -r � MILLIKEN AVENUE UNDERPASS w Ti ►2'1 1 6TH STREET TO JERSEY BLVD. z •,• ., , .. • .. • AN, .• . I6 HH .. . w9 _. ; . . . . . . . .. „ , •. • _ SHRUB & GR UND •.• • . 16JHe. O COVER PLANTING PLAN y�, r ' ` . 3`�,;�,• .`; t ••. ;:,• APPROVED BY .� DATE • ITY ENGINEER '� R ENO 21817 SIGN RJM I E C7R FAQ`N5 [) f DESIGN GROUP, LNC. R.J.M. AWN IHEEY 4-D�,�• 32 mr P 89XC alq� 11F EAV(tQ ~ R.J.M. S-1—OF 1 HEC;KED AWING NO 41 Mr 234X 001 Jew. R.J.M. 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AR ACACIA REDOLENS N.C.N. 273 1 GAL S' O.C. r"" TURF SEEDED - SEE NOTE MP MYOPORUM PARVIFOLIUM N.C.N. 943 1 GAL 5' O.C. --J BELOW AA AGAPANTHUS AFRICANUS LILY-OF-THE-NILE 1194 1 GAL 2' O.C. .'<;- :,� ND NANDINA DOMESTICA tiEAVF.NI,Y BAMBOO 523 1 GAL 2' O.C. APTENIA CORDIFOLIA RED APPLE FLATS 1211 O.C. --"� DV DIET ES VEGETA FORTNIGHT LILY 96 1 GAL 3' O.C. 'HARBOUR DWARF'' L--- 1 HYPERICUM CALYCINUM AARON'S BEARD FLATS B11 O.C. HH HEMEROCALLIS DAYLILY 296 1 GAL 2' O.C. PT PHORMIUM TEtiAX NEW ZEALAND FLAX 309 5 GAL 4 ' O.C. HYBRID 'TINY TIM' TURF HYDROSEF,D MIX: if[ JUNIPERUS HORIZONTALIS BLUE CARPEL' JUNIPER 502 1 GAL, 3 ' D.C. L%':��'',, PW PITTOSPORUM TOBIRA TOB IR.A • 987 1 GAL, 3 ' O.C. SEED: 451 REBEL II FESCUE 'WILTONII' '�tiHF.E:I•Ek'S DWARF' 451 APACHE FESCUE 101 NEWPORT BLUEGRASS . ' JS JUNIPERUS SABINA N.C.N. 638 1 GAL 6' O.C.1. �Nl-` TJ TRACHELOSPERMUM STAR JASMINE 2119 1 GAL 2' O.C. 'BROADMOOR' JASMINOIDES AT APPLICATION RATE 10 LBS. PER 3 ,000 S.F. CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE. M BINDER SOILS STABILENT GO GALLONS PER ACRE. 150 LBS./ACRE CRO POWER HI NITROGEN 14-4-9. . . ♦ . C XYLOSMA CONGESTUM N.C.N. ` 500 5 GAL 4 ' O.C. QAND 'COMPACTA' It It 1339 1 CAL 510.C. 233 XC - I13 TJ 57^x- 1 + x-17 MP 105 AA �� Mf 1151 J5 - - ) 4 OF COARSE GRIND CHIPPER MULL IS O BE PLACED IN MEDIAN PLANTING AREAS _ . . +. s :7 . � I . / 4 'Wts _ - . `, ::.t:. : ` <•,_. ;�',. �.:. _ _ _ _ C-2 FOR LAYOUT OF JUTE NETTifJG. ... � . f, . f�� . �s Jrr�"• :` 434• �^ v� ... ���� cl- I . I"-:l vc ..I. - t; �- `�C t>t• 4\ .\1 , r`♦ \�. _� = t. G1e� r S +< IG1C IV C�NJI�W11 P ( ET , . \ ;. 2) RE ON LAN SHE ... r. .� � c, �.' \ t F. t� 1. .t ,`,r {" 1.\'l \_t-. ` k. ` •<•`l��•=',`1 •;.-6,6-k-'. L -.tI ''ti,�.\ �• �- t -.t,. .• t , - .•• - Z . _�.. • ' \ i �•1� t, t.l. ' .\- . t\ l-.'loll�" .1- 1 )­%.,c i ( Z y\. ._�� n , .1. e� e° , �>S�. ti •- 3)ALL PARKWAYS SHALL BE PLANTED WITH HYDROSEED MIX UNDER ALL SHRUBS EXCEPT LIN \.c \' c u. _ •• °.° ° . . . . PT R ALL � ��: t ;: ` ' _.�. . . ' . , . ; . :- : TRACH. JASMINOIDES, HEMEROCALLIS HYBRIDS,APTENIA CORDIFOLW HYPERICUM CALYCINUM AND ZLJRF.(SEE SPECS.) r , ��.. .0�• e• o ° •e `:. _ -- HYDROSEED MIX . -\ . ' . . . < . - s!•- . . , , . . . . , _ • - SEED LBS/AC PURITY GERMINATION - R -- - - . • . . . . . . . . . . . . . . - - - . 1. _ . . . " • • . • . . . . . . .. . . . . . _ CAZANIA SPLENDENS 12 70 90 65% • . __ ° -• e _ 1- e a -•- °;ea a •• e .. - •• - •• :••• e - ` • .. ' •,. • - - - - •. - - .•. .• - ALYSSUM (LAVENDER` 2 95 9'0 6090 \ •o. .-- °.o a•o..,f: •'°.-•.°• . 9 °e•°°•-•••�•° ° • • s o • .s•°.r.°•w:°•:• •. i •. •. •e- ° .- a _ •e e• •° ,T"e a .•e•°•a°.°.°•°••.° oe•Q•e-° • • ••0 •o •, e•e-•.• 7 •° •• ° - • ° - °••° ° ->°>°°••-° >---°---°---°--� °•: e° °° •- °..eta >. •:l°°°•�•° ••�ep0°°•••o-'•.°..•..•e•°e••� - °e- ,•.,-° • -a_i�...,••.-i •_°i•1...°.-•°•-•°•—.°.-•°• •>• • SCALE: 1 "=30'-011 13 Fw 0 REVISION W LIMIT OF WORK. 102-Ti I9 J�t - �r-l�1�-(NIL P>u�T - �—lrt . ,;-z4-% YVI`-8 d SNP 2b�Ih . 'l\ ., > > ►' \ 1\ , "` , ,�,- y _ , 1 I DESCRIPTION F REVISION �\I �. .. - -. ; - �/ DAT PP • - f �� - _ - 1 � - � �•'\� -� � 11 ' ' . • . ' CITY OF RANCHO CUCAMONGA - - -----�---- - -- - - . -- - t� \ • ' • . . . .-...%-. . .:.:.:........-.-. ..- "-. � 11' V ' q ' r f . — 35 i�►� 35 H " ' �f """ ` MILLIKEN AVENUE UNDERPASS 1�1�T,J �J -r� • , . . . :• ": 6TH STREET TO JERSEY BLVD. e o • ' a • •O•• a yy° = c oe • •i. , .. - . .. . . . . . . . . . '•'.•-e ,,,..,wg^•�S' 0-�• 0 Q . alt o ,.p°°>°�° !-: • a••-� - a°•'• ee j0. •• e:- . •i0 i • • ' • ° .• •�- a • °- : :° . • °° ° °° - °e, °.° .. °e °e•♦ - — SHRUB & GR ND V i� P • •.• �- .° °°•::•-• •° e - t . ° °a° °:;'i°o° _ _ : _`;. . •.... _� - OU CO E CANTING PLAN f•i. •f •• • •e•e °•e1. - - °°i,: -ie'•-` -'a°- •°� as a . -a ? - _ -a _ . _ ''.♦.. . . •. -• , •° •••�••I• :°f• e° e° ae .•° .:- ._ .- _ " _ _ - '• • o-.••- • •°•�• •• • •• ' ...lea- ..� ! ` - * \ go :- . . - 1, / DAT E . . . .. . .-- - . . . . . . . _. - - _ -t � -1 179 ^ 4 PPR6VE D B V �, J 0.0 �,t-tet_ 2 1817 . '� . . , . , . - r IT Y EN (NEER RCE NO • • -,: / DESIGN M FzE MM NUE 7 _ _ x- : : ' ,.;, l' . ., , . . • . : . ' ' • . t ,' QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. t - DESIGN GROUP, INC. 1 -� { CONTRACTORSRESPONSIBLEO S OWN TAKE-OFFS R.J.M. ,�„�„�AM,,,,,,�,,, L - ___ — •. • : • : • : . ' , , , . . . J�..1' �, ` y i . . . . ,W I F RHI . . 11 ' . " ;� t`� ,�:'�,; �'l':'1."�,- .: `` I�,;�1 Yom-- AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE, It R"'"" t�EE T �•� ;;� . �'-,;, ;= �•�' 1�1� `� J 133J5 4Z7 MP PLANS IN THE CONFIGURATIONS SHOWN. R.J.M. DIF �.:.. . , L- I#- >� ` - v 223 XC �MLX", � ` X 4.. j5 . R.J.M. DATE l.-- r SHEET $ 1 OF 81 II