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HomeMy WebLinkAbout1488-L DEVELOPER/OWNER ...01111.. -CORPORATIONF,C ICENTEX HOMES y LAND-_ SCAPE ARCHIT .- '...'.., U_ AL PLANS or"OVC2280 WARDLOW CIRCLE , SUITE 150 .�__ =_ A 141 3� 9,; CORONA , CALIFORNIA 91720 TIWANDA A KWAY AS� OS ( 909 ) 279 4000 PE MAINTENANCELANDSCA T VICINITY MAP GENERAL NOTES SHEET INDEX PROJECT 25 TH ST. 1 SITE 24 TH ST, 1 TITLE SHEET • . �01 2 IRRIGATION PLAN 5� 3 IRRIGATION PLAN - HIGHLAND AVE. 4 IRRIGATION PLAN 5 IRRIGATION PLAN W a �,`�' 1. An Enarow hment Permit shah be obtained from the City Engineer prior to commencing any worts. IRRIGATION 6 PLAN BASELINE 2. AI worn shall be performed according to current City standards and the Standard Specifications for Public Works Construction. . 7 IRRIGATION DETAILS UJ ,n / Fertility 8 IRRIGATION DETAILS Q N 3. At the bonclusbn of rough grading, on Agronomic colts report shall be furnishd to the City Inspector and all such recommendations �? ns from such a report shall supert.ede sous amendment reoommendations shown on the plans. 9 IRRIGATION NOTES FOOTHILL __/ LU BLVD. 10 PLANTING PLAN ARROW ROUTE 4. upon compW41ion of InstWtvtlon, a maintenance period of one hundred and 9ighty180) days Is required prior to final sloceptance of the 11 PLANTING PLAN work by the City. Maintenance shall Include mowing, weeding, Irrigation, pruning, raising tree root balls which settle below grade, a fort hg sod applyfng such Ways as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement, 12 . PLANTING PLAN ST. z c+sonft and eoustMg necessary to keep the irrigstion system In good working order with proper coverage. �nQIQ.MMJ_gste for 13 PLANTING PLAN J 6 a tthe malnte once p�rlc>d shall De �ftleved In WrlU p ,. by the City lnspt_iz Maintenance period shall be adequate to verify plant charactoristics and etablishment. 14 PLANTING PLAN THE AUJ 5. Ooontrolier chart shah be provided for each otro onlkill r. Controller chart shall be the maximum size the controller door wallow 15 _PLANTING DETAILS 4 TH OmST, and sW show Me area covered by the automatic controller. The chart Is to be a reduced drawing of the actual as-built sysam. Mo ver, in lite event the oontroliw sequenoe Is not legible when the drawing Is reduced, It shall be enlarged to a size that will be 16 PLANTING NOTES I - 10 rely when reduced. The Chat shall! be a btackline print and a different color shaft be used to show the area of coverage of each surt6n. When completed and approved by the Public Works Inspector, the charl shall be hermetically seated between two pieces of ptestic, each piece being a minimum of 20 mils. thick. The chart she" be mounted using Velcro or approved equal type of tape. These charts must be completed and in plane prior to final acceptance of work by the City. 6. r wide x r deep concrele mowsttips Shap be provided between all shrubrgroundoover Areas and turf areas. Mow6trips shall also be provided beneath metal fenckrq and where City maintained areas are adjacent to privately maintained areas. See detail sheet 15 7. Sbvwv l alt is eoneeptuel ortly. Approval of the final sidewalk layout shall be made in the PAM and adjusted as necessary to mast MAINTENANCE RESPONSIBILITY MAP field oviiciftions as appy by the Public Works Inspector and Project Planner prior to final construction. CONSULTANTS LOT S S. Applk-cion of any chemicals shall be by State licensed personnel. Require P.C.A. reconmendations for R.O.W. applications. PER CIVIL ENGINEER'S PLAN PER AREA) 6• Arty trewithin five (5) feet of wells, wallo or other potential! root-da rootoont"A (NO _*R111,7 tylyukSlcc,n re fors all have the City Inspect root barrier installation. LOT X _F- LOT W LOT V 10. No trees shall be planted within three (3) feet of curbs. irup 11 . Al toes are to be bcated: ten feet from any street light, power gob, or reinforced oDncrete box; five feet from any drive F O R S U M/SUMMERS & MURPHY, INC. ash, firs hydrant. underground structure e. catch basins, vautts and sewer lateral or clean-out; and Five feet from a , _ -.___ .___..- ._ _T._ _.- _ . _-. _-� -_ g ( g, ) ry ;419?CC)AST HIGHWAY SUITE _(Kl. DANA P(IINT CAI IFC)KNIA 9,.69 41443-1446 W 35 ,310 \45 �l �7 'fid ¢9 � aPPro y J Q¢ 1 caster meter a stover one. % LANDSCAPE ARCHITECTS, ASLA 12• slopes shag not exceed 3:1 grade behind sidewalk. Maximum 5:1 grade for turf areas. d' 37 ¢Z - z 33 38 13. No drainage will be allowed from city maintained areas to private property unless within an approved drainage easement. 3Z �/ LANDSCAPE C�ANTITIES r0 �9 S Q QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR CIVIL FNGINFFR: T11F (-tZl'4'Ft: Tnfv�F GROUP 39 40 7e PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 17451 RACCOON AVENUE, SUIT>F R B5 Bio 16 - ADFLANTO, CA 92301 73 STREET/LOT TOTAL SHRUB TOTAL TURF TOTAL WALKS TOTAL ALL AREAS TOTAL ACRES TOTAL L.F. CITY �9 AREA(S F) AREA(SF) (S F) (S F) CITY MAINTAINED MAINTAINED WALL p o a /0/ 99 98 T4 B¢ //5 67 65 o Z t=TiWANDA 34405 0 6100 40500 0.92 1235 ��vi 'A4O �o /�� 97 ,75 B3 69 6a 3 �! Z� W O 196 0 7G ae d9 63 '� LOT'T' 1870 700 450 3200 0.07 011 !O / Z ✓ � ©IJPSIZE Mi%�I>✓2, r c�E Sttf� L-S �DK! 5 / 7 O 77 90 2 -►I✓ET l_S Dc�,.tttSjZ� NtE � � ��• Z� /Oto /// - //8 95 LOT °V' 11326 1970 4856 18152 0.42 0 /07 /OB /09 IAO 93 s'¢ 76 W' Q' clTr �v APPROVED Z3 //9 79 92 GO 5 LOT'W' 3289 2475 2070 7834 0 18 0 � \ r•. DESCRIPTION OF REVISION DATE WowCITY OF RANCHO CUCAIONCA 1 c Iv LOT `X' 1400555 2820 10775 0.25 0 O I_ r„ ZZ Z! ZO /P /B /7 !F16 1 /5 1 /4 /3 /Z // /0 9 B 7 G 5 ¢ 3 Z LOT`Y 3548 800 1800 6150 0.14 0 LL z TRACT 14139 C� • - U TOTAL ALL LANDSCAPE AREAS TO BE CITY MAINTAINED BY L.M.D. (INCLUDES HARDSCAPE): 86431 S.F. OR � ETIWANDA PARKWAY & PASEOS LOT Y - 1.98 ACRES TITLE SHEET LOT T ETIWANDA PARKWAY 1"AL-TREE-S ' SYMBOL BOTANICAL NAME/COMMON NAME SPACINGTY: ETIWANDA LOT'T' LOTV LOT W I LQTXJT' ' P,NpSCAP APPROVED BYf DATE: — S�MMF q9�, CITY ENGINEER all e RCE No. 24953 CER OCC CERCIS OCCIDENTALIS 20' O.C. 12 3 111 9 6 ��� O`j`� 9sI � DESIGN RECOMMENDED WESTERN REDBUD tri �wIl U LIQ P.A. LIQUIDAMBAR STYRACIFLUA 15' O.C. 0 0 0 0 0 9 `PALO ALTO' DRA%N FORSUM/SUMMERS & MURPHY INC. SHE 17 € = h"°"" 74107 COASI MC➢AYAY SUTE 1 .DANA"A C"00PA 01677 171,1 443 1446 � �� AMERICAN SWEET GUM �Pl\ - c, * Af��� * �� 00 LANDSCAPE ARCHITECTS Of PIN CAN PINUS CANARIENSIS' 25' O.C. MIN. 47 3 16 10 10 0 Jr, �" " �P CHECKED DRAWING NO ilo pi fir, Q CANARY ISLAND PINE DATE __ FILE N 1488 SHEET N0S7OF /Z-- I s . PROJECT LIMITS . Ji r. /72� 6 WIDE X 6 DEEP CONCRETE MOW STRIP W �> ` LIMIT OF CONSTRUCTION {�. Ln Mom" "°" `'' CD Q 1 01 //2 ,� 2I� � / c y` 1 f � �^..� ...>` �` rte'' '�?� t� J\�• � f O 4 Z_ 77 maw _ 1 3 �j sit" c � �i4.� V u �} %2 �) ALJ �, /¢ � U ,� . C.�' L� � U �` .fes 16 rte ' �'`._. �� ""'�°'•'-•..o,•� Uzi �....... �. Y '. /moi ri1• -- \� ___ _ _ _ - -•.,.. rat � �t• 11.4 / J� � //2 .!2 • /L //2 //2 /.7 /i'L / � / riy / � 2 / � � .� . . - .. . • ,(� ry / fZ �I fZ Z .� 'r '�L /iZ r/G i/2 / ! //L /2 i� /.� • /� rrL �� �,� .. ...,.. IN A. 4( 4 �` .�< •� Sg �. ;, y \ 41 ETjw ANDA AVENUE v� •4 S ' 7. 33 ]6 44 43 43 "�'�"� �..w.rwAw.rrry� �.r .. rr�.r«es«e«rw�► .w.w.wwrw...w•rt �r.eewwrw.wris w...�r�rrM�rr. +w�r.wuNrw��6R 4rr�+wr..wrrar.w.wrw.rrRrrrwwr �ws.r.�.a�4wrrr +wrrs.�.Mr.wrrr w.r.�. 37 3 31 � 39 40 Z_ -72 7C ! 90 'r _ KEY MAP '° 3 73 e6 �0 I0t 100 49 - NOTE: 27 «, 103 It-14 15 75 ss ; ee 64 56 2e 102 7a S4 e7 65 5 THIS DESIGN IS DIAGRAMATIC, ALL PIPING, VALVES, ETC., SHOWN WITHIN n 10°' 116 ss 76 ez 10 e4 63 n l l z �' It 7 z •1 r = s7 E•TIWANDA PARKWAY PAVED AND RAMPED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL 106 "' 95 77 - !� 6z NORTH - 21 Ilt 60 � !I 6t SB BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. 23 I0710B to9,10 119 93 1 4 �y7a 79 " u co S 9 NO SCA .. SCALE: 11"= 2 0'— p" v 21 20 Is Is 17 li IS 14 13 12 It 10 9 e 7 6 s 1 , �2 I FOR PLANTING SEE SHEET 8 111111"from 35 �. 36 44 45 46 147 8 44 50 • S _ 4f �•` ' y4 +1.4 43 {{{111 33 Je 37 42 70 69 W SI .- ' t ^4' ,�•�+ xt. V 32 V 41 71 - 52 72 31 WIDE X 6" DEEP CONCF E` ` MOW STRIP ``~ :� / 73 •6 t 33 LIMIT OF .CONSTRUCTION 24 ~e lot » ss 7. s< 1 � � ,� e4 e7 ss ss j 27 ♦ 103 114 13 97 7S e] t Ita i4 I ,� �O4 11213 v• 116 % Ko 76 e2• v e9 6] 0 56 2 37 ••"D �'` � , ' 90 62 NO SCALE 24 106 0 1 1 1 Ila e OS 77 4' IRRIGATION LEGEND \ f # 23 107 foe 109 110 4c +4 7s 3a 61 !1 Se Its u ti 79 u 60 $ 59 MANUFACTURER DESCRIPTION PATTERN RAD GPM PSI ti r.. f Q' RIS-•c T w,ya cyl.o ,6 RAINBIRD t 8'Z sarn 22 PRS S REAM SPRAY H,Q 18' 1.33 20 -�` ' g' ' ' -- .x ." 2z z1In19 fe 17 t6 1s 14 n tz 11 fo 9 a 7 6 !s I+ ] z ETIWANDA PARKWAY Ov*,v RAINBIRD 1Bit sam 15 PRS LAWN POP-UP F,H2O.ADJ/STD 12' 3,1.5..75 20 �, • �, 11 oob6 RAINBIRD 1812sam 8 PRS LAWN POP-UP F,H,T,Q/FLT 10' 1.3•.65,.43,.33 20 O RAINBIRD 1812sam 15 PRS POP-UP STRIP STRIP/SIDE 'X28' 1.0 20 KEY MAP O RAINBIRD 1812sam 15 PRS POP-UP STRIP STRIP/END X28' .5 -20 f' y4 r� I�/ oVbv RAINBIRD 1812sam 15 PRS SHRUB SPRAY F,H2O,ADJNA 12' 3.0,1.5,15 20 \ �i 0.0#6 RAINBIRD 1812sam 8 PRS ISHRUB SPRAY F,H,T,O/FLT 8' 1.3,.65,.43,.33 20 PRESSURE CALCULATIONS `� !t CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENSLLJ •~? WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST "�,'" ? \ g�� M, /eel ; IN THE REDUCTION OF IRRIGATION HEAD RADIUS. STATIC PRESSURE H �^S '•• IGH .142 LOW • 3, ELEVATION N � NORTH MD WATER METER-SIZE NOTED ON PLAN � •• � Q � � � W • SOURCE OF IFIFORMA BACKFLOW DEVICE-FEBCO 825YBV-SIZE NOTED ON PLAN TI N G[TY �L,1�VJ F�E1/I w 2 ' �� �� a�^ MASTER FLOW CONTROL VALVE-,CLAYVAL 136-AGSKC -SIZE NOTED ON DEThIL SHEET 8 PHONE NUMBER N � .J !' z t SCALE: 1 20'— 0 3 ® DATA INDUSTRIAL 220P FLOW SENSOR SIZE NOTED ON DETAIL SHEET 8(SUPPLIED BY CALSENSE) DATE OF INFORMATION N Pr i� I �� Y a,� �• O IN WILKINS 500 SERIES PRESSURE REDUCING VALVE-SIZE NOTED ON DETAIL SHEET 8 0 IRRIGATION CONTROLLER-CALSENSE ETI-DTR2 W/ANT 1 ANTENNA PORT-SIZE NOTED ON PLAN WATER METER ESIZE 211 LLJ 42 RAINBIRD EF6-CP-PRS SERIES AUTOMATIC VALVE-SIZE NOTED ON PLAN H.0.L. O H BRASS LINE SIZE GATE VALVE- NIBCO VALVE-NIBCO BALL VALVE OR WATTS RESILIENT WEDGE GATE VALVE-SEE DETAIL ELEVATION RAINBIRD 33C)NP JUICK COUPLING VALVE @ 150'O.C. Z LATERAL LINE SCH 40 12•MIN.BURY-SIZE PER PLAN N 3 2 I _ —O—MAINLINE SCH 40 1 1/2•AND SMALLER REMOTE CONTROL VALVE_____ SIZE I ` M '•6 I ) �i CLASS 315 2'AND LARGER-MIN. 18"BURY MAXIMUM DEMAND __2D O.P.M. 2 RX _PVC SCH 40 PIPE SLEEVE -SIZE TWICE DIAMETER OF THE PRESSURE LINE ELEVATION 17� �� �(o p, z �� • . IQ S.F.AREA IRRIGATED-y -----PVC SCH 40 WIRE SLEEVE 2" PRESSURE®R.C.V. P.S.I. SIZE ITEM P.S.I. > , CITY CONTROLLER STATION Q DESCRIPTION OF REVISION DATE APPROVED: GALLONS PER MINUTE Z WATER METERd VALVE SIZE — -� 8'i 14a� I 12 I�� -1 Air, Z R.P. BACKFLOW DEVICE �E� RAINBIRD 22 SER STREAM SPRAY F,H2O IF 2.5,1.3,.61 20 U�� GATE VALVE � � M � � `' ` '-7) �� ` •,t RAINBIRD 16 SER STREAM SPRAY F,H,Q 14' 2.6,1.3,.61 20 — Ir— "" CITY OF RANCHO CUCAMONGA / Z MASTER VALVE �O �. \ ♦ 1812 SERIES �, <. �� PRESS. REO. r ' ,.; 181y SERIES ,� .-X.` "� O MAIN LINE LOSS flltVA REMOTE CONTROL VALVE 7' ` N14 1 LATERAL LINE _ �, TRACT 14139 FITTINGS LOSS CHANGE 0%) ETIWANDA PARKWAY & PASEOS ELEVATION CHANGE �' l�� f � 'i .s TOTAL SYSTEM LOSSES �(J, (i✓ +ti,� IRRIGATION PLAN PRESSURE REQUIRED AT HEAD: �•O "'�""�,� � .'`'. � TOTAL PRESSURE REQUIRED: �•?� ETIWANDA AVENUE STATIC PRESSURE AVAILABLE: 194 ^i. •' �PNOSCAP q APPROVED BY DATE " t•► NOTE: TURF AREAS ONLY REG.PRESSURE AVAILABLE(PRE-SET): 10,0 `�•..;� c,�° �suMME9s,9y� CITY ENGINEE440� RCE NO. 24953 �1 ut RESIDUAL WATER PRESSURE: V DESIGN - REC(�MMENpED THIS IRRIGATION SYSTEM AS DESIGNED IS CAPABLE, IF REQUIRED,TO PROVIDE � .�\. � w�� A MAXIMUM OF 3" OF WATER PER DAYS DAYS A WEEK BETWEEN THE HOURS OF CITY RESIDUAL WATER ,mak PRESSURE REQUESTED: 1S_?0 P3) Mll�l. 9 PM AND 5 AM. FORSUM SUMMERS PARTNERS DOES NOT ENDORSE, OR EXPECT THIS SYSTEM TO NEED THIS HIGH RATE OF WATER OUTPUT. ' 6-30-96 DRAWN FORSUWSUMMERS & MURPHY, INC. SHE E T CC(AD COX Lk SEE SHEET 6 FOR RAINBIRD PRESSURE P �.to 1 „K, LANDSCAPE ARCHITECTS 7,.•a� <a6 2 or 16 COMPENSATING SCREEN TABLE. �TFOF l�F Q� CHECK D OR it77f)01 ► DRAWING NO SEE SHEET 4 FOR IRRIGATION NOTES FOR PLANTING SEE SHEET 8 ► �� 148$—�-. _ _ DATE nlE NO ___ - _ SHEET NO..SOF /Z 6" X 6" MOW STRIP -• A 0 .�. .� ,� O III now G�c 6 X 6 MOW ST + L ' s ' ,t ..nrll•------•-�'- '• '`� `• _ -,_ .j ,- �-,.,,,.,•-..,.,-,�,---�2 ^••Mre"'-.-- � s� ft3 �t� _ - _. - _ 8 f � # (µ t Ile a ... . _ Q 1w _ _- L �, - � _ u . . _ _ : Lt L_> �_J t � - - :, V �� �� _� � r J - _ �. _- v. r...._.��_N_ ., _ . .Y. ��. � - �t� _ _. Z ""1'R'-- - - - - ��� � �� � � f �1 �.> �. V `}, , .: �� �...�.. !A °' '; _ .- �-: ,R,.x. � � r cv MAL E BELOW 1.1�• �. ..� .� > 7 t , r.. , � -.�• �. \ 1 i� � � I'• � !1 ,I I D �; , U ! l��• ll � . - /14 �� //L T//t. I2 12 /� ,ifi dl. /rZ �'Zl rrt ,,� i� ��- uL .riL i/L iry o T/ r2 /. .Ask, f r�_y ..�. r•y. 1 f� •d �� �� "1'1 n 7A low �.. � 3,6 QfY '�` '�.. •� �.' L,J11 10 RIGATION LEGEND PRESSURE CALCULATIONS PRESSURE CALCULATIONS �+ xw4t:,o; ;x,n7.ta1. ;,o .6 x •x�,..r.+ lwA� ..4 ,R,,-w�, ,� w. #Mr.► ' wr w - / RIPTION PATTERN RAD GPM PS► ETI WAN DA q�/E (J y� r) RAINBIRD 1d :sam22PRS STREAMSPRAY H.G '8' 1.33 20 - 1 .. Y 'OvWv RAINBIRD 18'2sam 15 PRS LAWN POP-UP F H,Q,ADJ/STD 12' 3,1.5,.75 20 ,fin_ ��, �1t 1 0otlb RAINBIRD 18:2sam 8 PRS LAWN POP-UP F,H,T,Q/FLT 10' 1.3•.65,.43„33 2A STATIC PRESSURE Hides� �! LOW STATIC PRESSURE HIGH LOW �/� � . 1 O RAINBIRD 1812sam 15 PRS POP-UP STRIP STRIP/SIDE 'X28' 1.0 210 ELEVATION �1 = O RAINBIRD 18.12.pam 15 PRS POP-UP STRIP STRIP/END 'X28' .5 20 SOURCE OF INFORMATION 6/11- ( PL, J G}}�lif ELEVATION SOURCE OF INFORMATIO G I P�-l`N GHe *vb� RAINBIRD 1812sam 15 PRS SHRUB SPRAY F,H2O,ADJ/UA 12' 3.0,1.5,.75 20 \ i �*4+ RAINBIRD 1812sam 8 PRS SHRUB SPRAY F,H,T,Q/FLT 8' 1.3,.65,.03,.33 20 PIIONE NUMBER NSA ^ PHONE NUMBER , A �{ ` ' CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS DATE OF INFORMATION �' I f '0I_�_ DATE OF INFORMATION WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST Tl I! II NOYTE: INSTALL RAINMASTER PIG-TAIL 24C INSIDE THt G... IN THE REDUCTION OF IRRIGATION HEAD RADIUS. WATER METER 4 A SIZE �_ WATER METER R % # SIZE 211 �._. _.ENt.LC�,SI.IRE._ - . .. .M �.... ,«w, .-._.. _,.. w.. _. ......... _ .M - S 0 WATER METER-SIZE NOTED ON PLAN H.d.L. H.O.L. NPS ....M«Y...MN.•.R.M.A ..-.�.., �..«....�.,«....,.. �..;,, „�,, ,�, ; i BACKFLOW DEVICE FEBCO 825YBV-SIZE NOTED ON PLAN ELEVATION _hJ� _ ELEVATION ���� CONTROLLER LOCATION " A„ CALSENSE ETI-N-DTR2 - - - R 75 36 ++ ,5 E 4+7 t +9 5 , ?1" MASTER FLOW CONTROL VALVE- CLAYVAL 136-AGSKC -SIZE NOTED ON DETAIL$HEET II X '4 X +� * ENCLOSED IN A STRONG BOX 24SS / 120V. THE CITY / ® DATA4NDUSTRIAL 2;VP FLOW SENSOR-SIZE NOTED(N QET/�h$1iEET 8 REMOTE CONTROL VALVE _ SIZE �_ REMOTE CONTROL VALVE A SIZE _�0 �` 37 ,3 / ZSUP L1€ CALSENS MAXIh1UMDEMAND Q7 d,p.M. MAXIMUMuEMAND �4 d.a.Nl OF RANCHO CUCAMONGA STANDARDS. 'CONTRACTOR - �� 76 4 'z 71 ,° 69 6f ETIwAt�a P,aRKwAY I� WILKINS 500 SERIES PRESSURE REDUCING VALVE-SIZE NOTED ON DETAIL SHE 8 1 SHALL PROVIDE 110 POWER. 32 � 52 3F ,O 72 67 0 IRRIGATION CONTROLLER-CALSENSE£TI-DTR2 W!ANT 1 ANTENNA PORT-SIZS N0TE0 ELEVATION (�� ELEVATION ON PLAN X31 `"wwE,�! 73 E5 •6 66 Z 5 / � RAINBIRD EF$•CP-PRS SERIES AUTOMATIC VALVE-SIZE NOTED ON PLAN PRESSURE®R.C.V. �3•� P,S.L PRESSURE®R.C.V. �•�I P.S.L � 1 ►e! BRASS LINE SIZE GATE VALVE- NIBCO VALVE•NIBCO BALL VALVE OR WATTS SIZE ITEM P_S.I. SIZE ITEM P.S.I. " " 29 �;°299 s6 7` 65 ,_ RESILIENT WEDGE GATF,VALVE• f 1, CONTROLLER LOCATION 1� CALSENSE STI- 24-DTR2 °' °' I 0 RAINBIRD 33D1�2P QUICK COUPLING VALVE 150'O.C. � KEY MAP 2.:�''` 1„ 1s � 5 2 WATER METER 7 27 ♦ l03 97 is d3 LATERAL LINE SCH 40 12'MIN.BURY-SIZE PER PLAN SEE DETAIL ---yr- —1-_ �_ WATER METER _ ENCLOSED IN A STRONG BOX 24SS / 120V. THE CITY o, 113 ,16 " o s6 -�-MAINLINE SCH 40 1 1/2'AND SMALLER �2 R.P• BACKFLOW DEVICE 10.0 �f,0 zs z6 12 A• 76 ez vI°s 163 = � _-"I/� R.P. BACKFLOW DEVICE La.o OF RANCHO CUCAMONGA STANDARDS. CONTRACTOR 105 ---�- 5' CLASS 315 2'AND LARGER-MIN. 18'BURY � dATE VALVE I�_ rQi , 2, t,e - 7— BATE VALVE •,Zz / 106 111 95 77 9D 16z MASTER VALVE ��_ L' MASTER VALVE 1 U SHALL PROVIDE 110 POWER. 9a _PVC SCH 40 PIPE SLEEVE-SIZE TWICE DIAMETER OF THE PRESSURE LINE 23 107 10° ,°' 1lo I ,19 93 \ 79 92 `° N R T S.F.AREA IRRIGATED -••'-PVC SCH ao WIRE SLEEVE 2' �' MAIN LINE LOSS •PRESS. REG, �2 ='�- PRESS, REG. 2•� ONLY ONE VALVE PER CONTROLLER HALL OPERATE ATA IME• NO SCALE/ u,.•«�, �� R 7 CONTROLLER STATION —'1�'— MAIN LINE LOSS .GJ� I 1 GALLONS PER MINUTE [M REMOTE CONTROL VALVE lU L_ /zz zi zo 19 n 17 ; �6 �Is /+ 13 Iz 1,I �,0 9 6 7 6 �'• ;' 3 ` 1 SCALE: 1/'� 2 O, O/' VALVE SIZE _ LATE RAL LANE ROL VALVE FOR PLANTING SEE SHEET 9 LATERAL LINE 111K.Ie IYr d)d,RAINBIFID' 22 SER STnEAM SPRAY F,H2O 18' 2.6,1.3,.67 0 FITTINGS LOSS(10%) •0b FITTINGS LOSS(10%) _1�_ +4i&RAINBIRD 16 SER STREAM SPRAY F,H,Q 14' 2.6,1.3,.67 20 �Q� ELEVATION CHANGE ��_ ELEVATION CHANGE 1812 SERIES <_ �{ 3 i�•�' '( ` WATER METER LOCATION rt TOTAL SYSTEM LOSSES 1� TOTAL SYSTEM LOSSES _4j `S ' 18'f2 SERIES t �` � WIDE X 6" DEEP CONCRETE MOW STRIP PRESSURE REQUIRED AT HEAD: 2U.0 PRESSURE REQUIRED AT HEAD: �O Cdr f#t��! METER SIZE 211 LIMIT OF CONSTRUCTION ' TOTAL PRESSURE REQUIRED: �•77 TOTAL PRESSURE REQUIRED: �OI.(o[ ? «� STATIC PRESSURE AVAILABLE: � i MAXIMUIGI DEMAND 7�j GPM ,.� _ — STATIC PRESSURE AVAILABLE: / / '- ^ STAG .OAC . , STATIC PRESSURE 094- PSI REO.PRESSURE AVAILABLE(PRE-SFT): � REG.PRESSURE AVAILABLE(PRE-SET): _�_ ^. :�•��•� i 1 ry,0 RESIDUAL WATER PRESSURE: v t (,VURT z ;/ �e t DESIGN PRESSURE �O PSI CITY RESIDUAL WATER RESIDUAL WATER PRESSURE: rLyr I HYDRAULIC GRADIENT EL L CITY RESIDUAL WATER ` ,, fx 8" X '� MOW ST, P € CITY STATIC PRESSURE /4- PSI PRESSURE REQUESTED: 15-20_ 1 M14• PRESSURE REQUESTED! 15-20 psi Pi, / { ' � 6" X 6" 'f DILATES WILKINS 500 SERIES / I . --- --L� �� - L,- �_ ,� ��- _- �_ �W STRIP �j�• t ��� �t` { ; SEE DIAGRAM BELOW IN r b J �� 1J �{ F.o.�. PRESSURE RIEDUCER. SIZE i/2 4 — /I ,�� /� !? - - �� " ,,� „ X 6" MOW STRII ILA ui 4e 54 vow, 1pp,- /� � - • �- �_2 � �� �2 (p� x' � %�.-� �2 ,� � ,,�� ,� � l pf . I � f ,2 = � � W N�RTN LIZ ,vl \, �� _ s 0� a� 14a. , !� > - : _ I � __ . - 21 ,� �a- �;�--�. - t _ � - _ SCALE: 1 -- 2 0 - 0 'NXI >s 00 i2 ii�L $- $ i/2 I 12� �3 S 1168a �J ( /� a►Z b �— , I – �t \ ��i / QUI - Q 42-INV z W I b I �� IN, �� �1 , IIZAI� I .• , i CITY MAINLINE AND WIRE CONTI TO ' 28: ' 1i: I •Eqr� W DESCRIPTION OF REVISION DATE [APPROVED I ET C STRE SEE SHEET 3 INIDIC SES CLAYVAL 136-ACSKC MASTER CITY OF' RANCHO CUCAMONGA 6 X 6 MOW STRIP -Lbw ONTkOL VALVE. SIZE 2" SAGEBRUS OURT 8" X 6" MOW STRIP NOTE: . ',, i IC TES FEBCO 825Yt, /V REDUCED • TR�CT 14139 - 'P ESSURE BACKFLOW DEVICE. SIZE211 THIS DESIGN IS DIAGRAMATIC, ALL PIPING, VALVES, ETC., SHOWN WIT i ` I y � A / ,5 `• 76 « ,5 ,E;+�$ ,9 5D ETIWANDA PARKWAY & PASEOS PAVED AND RAMPED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SH IRRIGATION PLAN BE INSTALLED IN PLANTING AREASWHENEVER POSSIBLE. u32"�ut` 36 3'<1'2,3 „ = sz ETIWANDA AVENUE & LOT "V" mdlkh r= KEY MAP �° 72 L7 "^ 31 3 73 a5 •6 5S ` t►SCAP q APPROVED BY DATE ' � NOTE: TURF AREAS ONLY 4 `� ' '° "` �} r �, , ,29 �Or.101 loo 99 >k 1 24953 THIS IRRIGATION SYSTEM AS DESIGNED ISCAPABLE, IF REQUIRED,TO ISRQVIDE A �. M S # ze' 102 74 •' °' '65 Py ` U� 0�� ! � CITY ENGINEE RCE IMO.- - - - C)" 27 ��'103 1„ IS •7 75 u i •t r1 A MAXIMUM OF 3" OF WATER PER DAYS DAYS A WEEK BETWEEN THE HOURS OF / $ T 1? \,3 16 56 c DESIGN _ __ -_ _ _ REcnr�MENDE 0 J " 26 °+ !6 K a e2 0 9 PM AND 5 AM. FORSUM SUMMERS PARTNERS DOES NOT ENDORSE. OR EXPECT 1O ,12 0 •9 63 —� Z SEE SHEET 4 FOR IRRIGATION NOTES 106 ,,, 717 95 = 77 1st 90 162 = 57 LOT V � ��/� 1F THIS SYSTEM TO NEED THIS HIGH RATE OF WATER OUTPUT. 2+ „6 - - NOSCALE •+ it 78 • * X30 96 * DRAWN FORSUM/SUMMEKS & MURPHY, INC. SHE E T 23 107 10° ,O9 110 119 •3 \ 79 •2 K' = 59 CALSENSE P.O.C. SEE SHEET 6 FOR RAINBIRD PRESSURE ,a o7 ,..��LAN 2C PEAR, HITEC,0,67Q 17111143144?, C Q,O�.ci>RST Wc,vE �y� x COMPENSATING SCREEN TABLE. 112 ���IG LANDSCAPE ARCHITECTS � or 16 22 21 2D 19 It ,7 1 16`5 1, 13 11 0 9 B 7 6 = I+ 3 2 1 lFOF CA`1F cNEcKEo oRQwlHc NOInR 77nn16 SEE SHEET 8 FOR E ARGED DETAIL FOR PLANTING SEE SHEET 9 °� � f{ DATE tILE NO _____ 1488—L SHELT NO.501` 1Z 4 ' 8" WIDE X 6" DEEP CONCRETE MOW STRIP f . LIMIT OF CONSTRUCTION j I tb ) X11 � � 3s I,z•4$ � - � �,b 5 t ., RAINA E EASMENT f . 5 , F } � !' °,► //1 U—- _y�/ � x.11 � t I i 4% '�z — _ ! " WIDE X 6" DEEP CONCRETE MOW STRIP �'� K _ �w LIMIT OF CONSTRUCTION lam O 4 ��► 4t ! / ¢ �L •� ,�`' = .� '/� •�, ,� MAINLINE AND CONTROL WIRE IRRIGATION NOTES 1 i LOT V SHEET - - ---- FROM 2 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL �[.� ;' i ' _� ..• DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THF. CITY. ' r. € {t s t fs 4 � .x'. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE { SOLE RESPONSIBILITY FOR -THE REPAIR/REPLACEMENT, AT NO COST TO ;IjY THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. tn CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND t �� INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN f } q' 1<. t rM Q ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. ' LOT W - f 84 r WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, 1 , TREES, ETC. ) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER 3 h ; T ' f; - _ - t Z $ / 3s u sc .4 s c .7 6 49 so HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION �) Y " rs ��~ 3s CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY : Q a7 ss 42 St INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON * ' s `�, 4{ Z . S 73 ! 3e 41 71 70 69 6t EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. I m ALL ADJUSTMENTS -SHALL BE MADE AT NO ADDITIONAL COST• TO THE ' r i 9 'ZL? �, 40 7 a s� CITY. y j . 4.. 54 AUTOMATIC CONTROLLEITSSTO BE A CALSENSE ETI-DTR2 WITH A, ANT-1 ANTENNA �^^ µ -•.� z 1': a 102 ;M1• """'•'"'^"^^+.•,++„w".:,.,...-„.....y......•.,,,-w.......w... ''1M�i'^_-.. .. ,,,,,,,•,,. j ? - f O ;r y 27 �''103 +13'4 97 i 6g 6� ss PORT INSTALLED WITHIN A STRONG BOX SB 24SS/120V CONTROLLER/ELECTRICAL �; ` ' '•«� -•-- s 7s ENCLOSURE. ACTUAL LOCATION OF ENCLOSURE TO BE AS DIRECTED BY A � �'•-,..•.•..-N„�..."...•.�,.� f f f� .� �1 rT � ,,,r..,..,..,M,,,-,-„...• �_�,,,�,,, t �- ' } � ` n sa , e� ++Z �• t16 ,6 0 76 B2 g es 63 � s6 // 2s 106 nl 11617 95 = n es 9D 162 t s� REI'RESF,N•I�ATIVE OFT]IE CITY AND CALSENSE. CONDUITS FOR TI Ifi CONDUCTORS � � '1 � �»t� �•. I e0 SB TO TILL' SCE ME.TT-•,R TO BE TT IE RESPONSIBILITY OF TTIE CONTRACTOR AS WELL AS lr} t� ' ' t nIo SCALE z3 Iw IN +os++D l,9 93 9, t1�e 79 r 91 co PROVIDING ELECTRICAL CONDUIT'S, CONDUCT QRS AND POWER HOOK-UP FROM ) 1z sr 1 s � K 1 59 1IlF SCF, METER TO THE CONTROLLER. ELECTRICAL MITER PLUS HOOK-UP OF -- S 22 21 2D 19 t� 17 SAM1? "I O PROVIDED BY SCE, PAID FOR BY THE DBVL'LOPfiR. A CITY I � ( 1c Is 114 1 REPRTiSF,NTAT'IVE SHAT,L BE PRESENT AT TIME OP CONTROI,L[:R SCHEDULING. KEY MAP ATTACH A RATNMAS•TER 24 PC PERMANENT REMOTE CONTROL PIGTAIL INSIDE ' ENCLOSURE AND MOUNT A ANT-1 ANTENNA PORT WITH A COAXIAL CABLE,AND SYSTEM SHALL BE OPERABLE TO THE CITY'S MAINTENANCE FACILITY CENTRAL NORTH COMPUTER PRIOR TO CITY ACCEPTANCE IRRIGATION LEGEND PRESStfiE CALCULATIONS IRRIGATION NOTES: CALSENSE CONTROLLER NOTES MANUFACTURER DESCRIPTION PATTERN RAD GPM PSI () ) RAINBIRD 18ILsam 22 PRS STREAM SPRAY H2O 18' 1.33 20 ` Contractor shall provide one controller chart for each controller supplied, Of Ov*v RAINBIRD 1812sam 15 PRS LAWN POP-UP F,H,Q,ADJ/STD 12' 3,1.5,.75 20 An -' the maximum size the controller door Will allow, showing the area covered aR 0 RAINBIRD 184,sam 8 PRS LAWN POP-UP F,H,T,Q/FLT 10' 1.3,.65,.43,.33 20 9TAT1C PAITSSUREN/� Hnm I'TI/ Low by the automatic controller. The chart is to be a reduced drawing of the 0 RAINBIRD 18 4.;am 15 PRS POP-UP STRIP STRIP/SIDE 'X26' 1.0 20 O RAINBIRD 181ti;am 15 PRS POP-UP STRIP STRIP/END 'X28' .5 20 ELEVATION -r�/ actual as-built system. However, in the ev6nt the controller sequence is not #17*v RAINBIRD 1812sam 15 PRS SHRUB SPRAY F,H,Q,ADJ/U 12' 3.0,1.5,.75 20 SOURCE OF INFORMATION G 11N,l PL�(i}{�(i(C legible when the drawing is reduced, it shall be enlarged to a size that will be 006 RAINBIRD 1812,4 8 PRS SHRUB SPRAY F,H,T,Q/FLT 8' 1.3,.65,.43,.33 20 readable when reduced. The chart shall be a blackline print and a different PHONE NUMBER COIOr Shall be Used t0 ShOW the area Of COVeraoP. Of each Station. CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS DATE OF INFORMATION WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST When completed and approved by the oI'1Y� representative, the IN THE REDUCTION OF IRRIGATION HEAD RADIUS. WATER METER 0 P� SIZE 21l chart shall be hermetically sealed between two pieces of plastic, each piece r being a minimum of 20 mils. thick. The chart shall be mounted using velcro Q WATER METER-SIZE NOTED ON PLAN H.G.L. or approved equal type of tape. • BACKFLOW DEVICE-FEBCO 825YBV-SIZE NOTED ON PLAN ELEVATION These charts must be completed and In place prior t0 final acceptance ?)” MASTER FLOW CONTROL VALVE- CLAYVAL 13E-ACSKC -SIZE NOTED ON'DETAIL SHEET 8 x ,433 • ® DATA INDUSTRIAL 220P FLOW SENSOR-SIZE NOTED ON DETAIL!>MEET 8(SUPPLIED BY CALSENSE) REMOTE CONTROL VALVE 17 SIZE 114 of the work by the City of Rancho Cucamonga. �— �NERAL NOTES: FLOW SENSORS m WILKINS 500 SERIES PRESSURE REDUCING VALVE-SIZE NOTED ON DETAIL SHEET 8 MAXIMUM DEMAND Zoo O.P.M. ' See irrigation legend, Sheet L-1,for definition of symbols and description of 0 IRRIGATION CONTROLLER-CALSENSE- ETI-DTR2 W/ANT 1 ANTENNA PORT-SIZE NOTED ON PLAN ELEVATION DATA INDUSTRIAL MODEL FM FLOW METERS SHALL BE INSTALLED IN-LINE ONE materials. (1)PER WATER METER,AS PER NOTES,WITH 10 PIPE DIAMETERS OF PVC • RAINBIRD EF13-CP-PRS SERIES AUTOMATIC VALVE-SIZE NOTED ON PLAN PRESSURE O R.C.V. P.9.L PIPE DOWNSTREAM OF FLOW SENSOR AND 10 PIPE DIAMETERS OF PVC ►� BRASS LINE SIZE VALVE-NIBCO BALL VALVE OR WATTS RESILIENT WEDGE GATE VALVE-SEE DETAIL Contractor shall verify P.S.I. in field prior to beginning of installation. If UPSTREAM,PIPE SIZED PER FLOW SENSOR SIZE. SIZE ITEM P.S.L A' � EG:3"MAINLINE,2"SENSOR:20"OF 2"PVC DOWNSTREAM O RAINBIRD 3NE SC QUICK COUPLING VALVE E 150'O.C. 211 WATER METER 7 pressure is inadequate t0 Operate the System as designed consult G��V-�� AND UPSTREAM RESPECTIVELY. LATERAL LINE SCH 40 12"MIN.BURY-SIZE PER PLAN = II Cf 0__ landscape architect for judgement. MAINLINE SCH 40 1 1/2"AND SMALLER R.P. BACKFLOW DEVICE �'� , FLOW SENSORS SHALL BE INSTALLED TEN(10)PIPE DIAMETERS CLASS 315 2"AND LARGER-MIN. 18"BURY GATE VALVE J.- Irrigation valve and backflow preventer locations are schematic. Locate UPSTREAM OR DOWNSTREAM FROM ANY VALVE,FITTING,METER OR ,L^ valves and backflow preventers immediately adjacent to wall in shrub beds BACKFLOW DEVICE. _PVC SCH ao PIPE SLEEVE -SIZE TWICE DIAMETER OF THE PRESSURE LINE MASTER VALVE '� -•—PVC SCH 40 WIRE SLEEVE 2" PRESS. REG. IV Wherever possible so that valves may be concealed With plant material. WIRES FROM FLOW SENSOR TO CONTROLLEA SHALL CONSIST+OF ONE(1) S.F.AREA IRRIGATED"� CONTROLLER STATION MAIN LINE LOSS BLACK AND ONE(1)RED STANDARD N14 IRRIGATION VALVE WIRES. GALLONS PER MINUTE Install all materials t0 comply with local codes and Ordinances. VALVE SIZE REMOTE CONTROL VALVE FLOW SENSOR SHALL BE HOUSED IN VALVE BOXES AS PER IRRIGATION CITY LATERAL LINE REMOTE CONTROL VALVES SPECIFIED ON PLANS AND MARKED"F.S.". I�m�1 RAINBIRD 22 SEn STnEAM SPRAY F,H,Q 18' 2.8,1.3,.87 20 DESCRIPTION OF REVISION DATE APPROVED Install Valcon"ADV" anti-drain valves on all draining heads. 1 #$�RAINBInD � 16 SER STREAM SPRAY FAQ 14' 2.6,1.3,.87 20 FITTINGS LOSS(10%) 1 INSTALLATION DETAILS AND ALL OTHER FI(:QUIREMENTS FOR THE 1812 SERIES 1L1. ELEVATION CHANGE Adjust all heads t0 eliminate OVerspray Onto sidewalks and streets. CALSENSE SYSTEM ARE AVAIL ABLE AND SHALL BE OBTAINED FROM: � CITY OF RANCHO C UCA MONGA 1812 SERIES TOTAL SYSTEM LOSSES CALSENSE PRESSURE REQUIRED AT HEAD: Final location of automatic controllers and backflow preventers to be 2.075 CORTE DEL NOGAL,SUITE 3 determined by i6c, GI ty prior to installation. C°� 4J'ARLSBAD,CA.92009 TOTAL PRESSURE REQUIRED: provide 110 volt service to controller. Irrigation contractor shall make final ;619)-438-0525 STATIC PRESSURE AVAILABLE: hook-up to controller. REG.PRESSURE AVAILABLE(PRL-SET): �� �j TRACT 14139 RESIDUAL WATER PRESSURE: _• _.- BACKFLOW PREVENTER IS TO BE INSTALLED PARALLEL TO THE STREET. CITY RESIDUAL WATER ETIWANQA PARKWAY & PASEOS PRESSUFE REQUESTED: 1�P91 MILL w NOTE: - IRRIGATION PLAN THIS DESIGN IS DIAGRAMATIC, ALL PIPING, VALVES, ETC., SHOWN **THIN LOT "W'• PAVED AND RAMPED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL NDSCAp �P ,4 APPROVED BY _•// DATE BE INSTALLED IN PLANTING AREASWHENEVER POSSIBLE. SOMME '9 (iC 24953 • g o�� q ! y CITY ENGINEER RCE NO. DE SIGN -- - --- ` ---------- R E C C M M E N DE O NOTE: TURF AREAS ONLY SEE SHEET 6 FOR RAINBIRD PRESSURE E =oRss DRAWN FORSUM/SUMMERS MURPHY, INC. SHE T THIS IRRIGATION SYSTEM AS DESIGNED IS CAPABLE, IF REQUIRED,TO PROVIDE COMPENSATING SCREEN TABLE. 1 J•1��� 1 4�twM 5U 11.ow��w,1 Ul10h AA Q2629 Pin 44)1446 �� a �Q" LANDSCAPE ARCHITECTS 4 OF 16 5 A MAXIMUM OF 3" OF WATER PER DAY-?DAYS A WEEK BETWEEN THE HOURS OF � — 9 PM AND 5 AM. FORSUM SUMMERS PARTNERS DOES NOT ENDORSE, OR EXPECT �jF pF CAL` Q�. CHECKED inn d�7nn�6 DRAWING NO THIS SYSTEM TO NEED THIS HIGH RATE OF WATER OUTPUT. FOR PLANTING SEE SHEET 10 E� �� oAT E F IL E NO _ ___ _ 148s — L SHEET NO. (oaOF �L " WIDE X 6" DEEP CONCRETE MOW STRIP NOTE: THIS DESIGN IS DIAGRAMATIC, ALL PIPING, VALVES, ETC., SHOWN WITHIN WATER METER LOCATION �G� LIMIT OF CONSTRUCTION PAVED AND RAMPED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL METER SIZE 1 BE INSTALLED IN PLANTING AREASWHENEVER POSSIBLE. MAXIMUM DEMAND 61 GPM NOTE: TURF AREAS ONLY • STATIC PRESSURE 0)4 PSI � . THIS IRRIGATION SYSTEM AS DESIGNED IS CAPABLE, IF REOUIRED,TO PROVIDE DESIGN PRESSURE PSI A MAXIMUM OF 3" OF WATER PER DAY'S DAYS A WEEK BETWEEN THE HOURS OF HYDRAULIC GRADIENT EL 9 PM AND 5 AM. FORSUM SUMMERS PARTNERS DOES NOT ENDORSE, OR EXPECT [N� WATER METER LOCATION A flr�j CITY STATIC PRESSURE ,0l4- PSI THIS SYSTEM TO NEED THIS HIGH RATE OF WATER OUT T Y' METER SIZE ,' O �1� 1 MAXIMUM DEMAND 44 GPM ? I a x� f Iz f ® STATIC PRESSURE 44 PSI INDICATES WILKINS 500 SERIES ,*,t� � 'J ' ��� r .. ,� DESIGN PRESSURE ldt PSI PRESSURE REDUCER. SIZE Zlr ^ 1 ,� HYDRAULIC GRADIENT EL CITY'STATIC PRESSURE 104 PSI '00V20 r''`� / � �� �/' �%� ... .• ^W \ _. .._ . .•.... .,, ......,. ..-..... _ ..no ,.........,.. ... r 14 1 ( 6" WIDE X 6" DEEP CONCRETE MOW STRIP RI ECREST/DRIVE � 1 LIMIT OF CONST C,TION �' �(� INDICATES CLAYVAL 136-ACSKC MASTER �, FLOW CONTROL VALVE. SIZE 1 112" - - — -"- "� , INDICATES FEBCO 825Yf V REDUCED u �+ PRESSURE BACKFLOW DEVICE. SIZE 2 INDICATES WILKINS 500 SERItS1. ................. 1 0% .1 A .............. PRESSURE REDUCER. SIZE N?," � -" 1 G a100 ;INDICATES CLAYVAL 136-ACSKC MASTERQ/�) I FLOW CONTROL VALVE. SIZE 1 112" 2 0 180 ' CONTROLLER LOCATION " G " CALSENSE ETI-1Z•-DTR2 M► "�"'� 1 �, ¢ tl ENCLOSED IN A STRONG BOX 24SS / 120V. THE CITY INDICATES FEBCO 825YOV REDUCED - _..• i n Iry IMC OF RANCHO CUCAMONGA STANDARDS. CONTRACTOR PRESSURE BACKFLOW DEVICE. SIZEI U I N, SHALL PROVIDE 110 POWER. t ®► CONTROLLER LOCATION CAMS NSE ETI-IZ -DTR2 NOTE: INSTALL RAINMASTER PIG-TAIL 24C INSIDE THE ` ?'17 A,t.- ENCLOSED IN A STRONG BOX 24SS I 20V. THE CITY `y ENCLOSURE. lu OF RANCHO CUCAMONGA STANDAR S. CONTRACTOR SHALL PROVIDE 110 POWER. O . NOTE: INSTALL RAINMA - q'bo 5U STER PIG TA 24C INS •''f I ENCLOSURE. s irny:ttlon Fir ure �al�ulettloN "^ U<J TFaO:T *139 sot�c.lmssure:94.00 � 1 •w^,.,.-^''•l (. .. n M�c.Cf'M Drr,and• rf.cb �0 ro € On ft Sim Tyre oescr►prr*j sriy ur j"t 51 Loss 141 I I?t'' aw VA tq-Metel ".00 1,40 Irngalion pressure Calculation �° -� ,, � k �� I 13 ' a I 1-119 ¢� 05.00 ot.90 p� IRRIGATION LEGEND , 1� tax A„A,mei *• �� TKACT 1412A StPM emit1tr:51.00 M - C'�F MANUFACTURER DESCRIPTION PATTERN RAD GPM PSI \ C, 1 I �' ���, 9etfGVet}VC 05-Lb 00.(0 y { ?,(� 147 'V 19OMS MlxtuLlNl; 16.0 Oo, Msx GPM Drt+t+trtd: 31.00 .. . ...... �_•• • � r rl rh RAINBIRD 18125150 22 PRS STREAM SPRAY H2O 8' 33 20 3 I-I)ev Gay. �oLA+CF.", AV40 ?I5 uD 00, t*tf'S SIZC Tym Defr./Ep' aq 6r$( UvrtP$I Lo41S - 4VWr1' RAINBIRD 181Qsam 15 PRS LAWN POP-UP F,H,Q,ADJ/STD 12' 3,1.5,.75 20 I ! 5 1-IlM SCk. 426-t rAl.(AM* 1:6-W Ox 0o66 RAINBIRD 1812sam 8 PRS LAWN POP-UP F,H,T,Q/FLT 10' 1.3,.65,.43,.33 20 e l t" vr,� IAhetrl•Ne�eK s 1 m OG�� Q a� 11 1 1 Za acti qo>�T, .1.N� .00 00.71 34 0D D&� I 115 O RAINBIRD 18MLsam 15 PRS POP-UP STRIP STRIP/SIDE X28' 1.0 20 r �► 4o uN� GO 1 2• 6toee Ma `�sdve 31.C�O Ot.bO O RAINBIRD 18NLsam 15 PRS POP-UP STRIP STRIP/END 'X28' .5 20 / ' I Il r Flow kiefee, '91 DO OZOO *Vt v RAINBIRD 1812sam 15 PRS SHRUB SPRAY F,H,Q,ADJ/UA 12' 3.0,1.5,.75 20 I OMsy ��/� s%•Do C0.0z 1k&aid RAINBIRD 1812sam 8 PRS SHRUB SPRAY F,H,T,Q/FLT 8' 1.3,.65,.43,.33 20 1 ( CoMpbNeF(Df�S��:$0127 152 Zr CI.315 NMRIN uge 31.47 oE•01 i Slxnont!! SD N11N.RFq'F 00rep:20-an -3 I/� ;C41-40 LAO,-•>l L'Ime 31 oo O0,p� " '`�J G � 5 � - CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS � �} 14f&4e&T6 m�MM l0'9�leVel4toNFsltµ:Oq•r�j l-r Scl�r.4ot o1{exyl,l tqs ZI,?sF 00.1 WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST T Ip '' 3 1■ 5011.40 Lalml ta+e 01.10✓ A7.IV Sill Ica1 40��1 L11� o�� 00 10 M IN THE REDUCTION OF IRRIGATION HEAD RADIUS. ,„ reEeXpV,�C.�,ESEi: 5� 21 3I tfLr Soh.40 t,ixYeiv L.9.1e OS•T'S DI• I�1 �U M WATER METER SIZE NOTED ON PLAN 4 ; r w MeV MtSG FMhN�, 00. ❑ �w-�"" Se+rrL'5S 4YL"VIm+'1Nb�{T�A-r% 42-7-1, fs1 I ; BACKFLOW DEVICE-FEBCO 825YBV-SIZE NOTED ON PLAN CwrtQor I�,otiC�:1Pr.IV �� y Q MASTER FLOW CONTROL VALVE- CLAYVAL 136-AGSKC -SIZE NOTED ON DETAIL SHEET 8 st�tle7J#:qG tAw. Y 41�:204 ++IbHEST bPM '�hT>rkl I%A' EA—N �1v,4. 14 � N , ® DATA INDUSTRIAL 220P FLOW SENSOR-SIZE NOTED ON DETAIL SHEET 8(SUPPLIED BY CALSENSE) ; -- ( m WILKINS 500 SERIES PRESSURE REDUCING VALVE-SIZE NOTED ON DETAIL SHEET 8 ss 36 4s 4s I4r'ss 49 s0 0 IRRIGATION CONTROLLER-CALSENSE.ETI-DTR2 W/ANT 1 ANTENNA PORT-SIZE NOTED ON PLAN ! }-mOLpL.flax;,: 65.9D LOT X �� 43 •• RAINBIRD EFS-CP-PRS SERIES AUTOMATIC VALVE-SIZE NOTED ON PLAN 4 jft•7 f sl Set l'rtssuraRe9vIa+161yValve ad 4l•b2 PSI 3,s. <� 3e 3741 4z 71 7o s9 I6e ►/ BRASS LINE SIZE VALVE-NIBCO BALL VALVE OR WATTS RESILIENT WEDGE GATE VALVE- f rwTmL4111p— sz 31 7 (' 39 40 72 67 _ .. .. .... s3 0 RAINBIRD 33DL� QUICK COUPLING VALVE @ 150'O.C. �� 1 ��` 3 n e5 �e 66 sa I - LATERAL LINE SCH 40 12"MIN.BURY-SIZE PER PLAN �� ,r ss ss t -•a-MAINLINE SCH 40 1 1/2"AND SMALLER ze 'C2 CLASS 315 2"AND LARGER-MIN. 18"BURY D 27 ♦ 103 t 9e 64 � .-.".F....._....,.... .. ._. -.•,�...,...,,. ,..,. 26 A. 13 A 11i 0 76 62 19 63 se 1 �'-•�PVC SCH 40 PIPE SLEEVE -SIZE TWICE DIAMETER OF THE PRESSURE LINE _ ' —...—PVC SCH 40 WIRE SLEEVE 2" " n :.. NO SCALE 23 ro u r 77 1U 16z I S.F.AREA IRRIGATED t12 p Sl 1416 111 ,3 . �. t NORTH 24 1 e so 91 61 1 58 ' CONTROLLER STATION -' ,Y 23 107 10B ,�„O t 119 „ v7• „ i 112 w 5 59 115 GALLONS PER MINUTE 6" WIDE X 6" DEEP CONCRETE OW STRIP VALVE SIZE // � // Rv�+wes o+c+rE °uw r1161be i SCALE: 1 = 20 - 0 zz 21 20 19 le 17 i6 IS �14 � 1312 �11 �f0 9 e 7 g S 3 2 1 ��4 RAINBIRD' 22 SER STREAM SPRAY F,H2O 1Er 2.e,1.3,.67 20 � LIMIT OF CONSTRUCTION y , / *d 16RAINBIRD;' ^ 16 SER STREAM SPRAY F,H,Q 14' 2.8,1.3,.67 20 �" '� 181 SERIES KEY MAP ti 18r;iSERIES E Imo' . t r M Fap I i� � Ivl� I PRESSURE CALCULATIONS PRESSURE CALCULATION •��� ��I , / IZI� G ¢¢¢ lI1/ AT►C CRI"sSURE HOG" la'y LOW a4 . ' 1 )�ATIC PRISSSUR1E t r /y MGH� LOW� - + EL VATION (�� Q� EL NATION N /` , 33 `, 36 ,/\15'46 �47 a 149 so x SOU E OF INFORMAtTII/ON• G I TY GI-r ,fC - SOU CE OF INFORMATION G i'r{ PL.�yJ GHF.f�I� >, eta 3r 4t 43 c9 t� 5 s1 PHO N IUMBER WA � i 3e ro PHON NUMBER !"� 41 n = 1 >f2 4 79 40 72 i7 S2 v DATE 0 FORMATION I' i4.�1 DATE 0 NFORMATION I r 4 �3t ,- i 11 N fl/'Y WATER ME I i1�tl SIZE I(��ill ;n �o�01 '°° �� 9e .�,4 WATER MET / G SIZE 7` t° I / '� �P TGf'✓ 1 G V ' ' 'r L��� 27 ♦r l03 114 13 97 73 H.O.L. WA— "' 1� H.G.L. N/� t6 �� 113 76 ,z / ELEVATION l V ELEVATION 0 No S� 10 12 z " CITY n "r 9s rr 8 +° Iaz ;=; sr DESCRIPTION OF REVISION DATE APPROVED: X .133 : � X .133 s M / 24 los n1 94 ` 76 so J 91 61 i se 1 REMOTE CONTROL LVE �D SIZE 1112 23 for foe 109 1 fo ` 119 193 ti r9 6z `40 $ s9 REMOTE CONTROL V VE tG S7E I_�2 _ �, R � �09 ` 1 MAXIMUM DEMAND �! G•p•M MAXIMUM DEMAND G.PA .... CITY OF RANCHO CUCAMONGA ELEVATION ` ELEVATION 22 21 ao 19 16 17 16 115 14 ;3112I1t 10 PRESSURE @ R.C.V. P.S.L �.!� r""'�' �'� ^ / PRESSURE®R.C.V. P.S.L ��,� ii - ' SIZE I ITEM P.3L LOT Y KEY MAP SIZE ;TEM P.'.L 1 1+d 1/.?,I WATER M •� I W r r�,r WATER METE - TRACT 1413 9 R.P. BACKFLO EVTCE O 'n �. r[� R.P. BACKFL DEVICE Z A GATE VALVE ,O4 L' GATE VALVE MASTER VALVE J•CO MASTER VALVE 2�- SEE SHEET 6 FOR RAINBIRD PRESSURE ETIWANpA PARKWAY & PASEOS PRESS. REG. ,. 4j i" 11'"G PRESS. REQ (c•1 COMPENSA C EN TABLE. IRRIGATION PLAN MAIN LINE LOSS n(! �� J —–Tr— n .. .. .. _ REMOTE CONTROL VALVE MAIN LINE LOSS Z•OG' LOT X & LOT Y LATERAL LINE 1 1114 REMOTE CONTROL VALV • • i O f , LATERAL LINE I.2- t NOSC�IPF�9 APPROVED BY • ,• DATE FIrnNGs Loss(10%) /� a �� Eq C CITY E N G I N E E R ! K ELEVATION CHANGE �_ FITTINGS LOSS(tox) 1 SUMIt7 s y/ RCE NO. 2495 TOTAL SYSTEM LOSSES 2 M ELEVATION CHANGE , �� �� DESIGN ---_ _. --- _. - - -- _ RECOMMENDED PRESSURE REQUIRED AT HEAD: ~ TOTAL SYSTEM LOSSES O _ ` `- I TOTAL PRESSURE REQUIRED: PRESSURE REQUIRED AT HEAD: NORTH � s 41 TOTAL PRESSURE � �� � ORAYtN FORSUM/SUMMERS & MURPHY, INC. SHE i STATIC PRESSURE AVAILABLE: %`T I/ O �6 ►6 STATIC PRESSURE AVAILABLE: f ',`n }J e * 6-3a� * G K 3.io7 oval fW-AmAv w,t 200°u4A"jT uvrcx,.n o7aro 17141 4431W REG.PRESSURE AVAILABLE(PR►_•SET): ��J•D / O 6 WIDE X 6 DEEP CONCRETE MOW STRIP • // �_ �/ REG.PRESSURE AVAILABLE(PR►.-SET): 0 ! ��� LANDSCAPE ARCHITECTS 5 OF 16 RESIDUAL WATER PRESSURE: 0.5 LIMIT OF CONSTRUCTION SCALE: 1 " 2O O RESIDUAL WATER PRESSURE _51L3e CHECKED DRAWING NO v SEE SHEET 4 FOR �RRiG ES FOF CA1.�F ' F'r?R r?'n__ c - FOR PLANTING SEE SHEET 11 PRESSURE WATER hJG� 1488- L CITY RESIDUAL WATER I PRESSURE REQUESTED: 1�P31 M) _ - _ DATE / FILE NO ----- _ PRESSUFIE REQUESTED: 120 PSI h�lhl• SHLET NO.�r/OF I"Z � 1 - t ' :4 Y r i } of • ro IRRIGATION LEGEND M NFA TURER E CRIPTION PATTERN AD GPM PSI (� RAINBIRD'Z sam 22 PRS S1 REAM SPRAY I H,Q 18' 1.33 20 d • OvWv RAINBIRD 1K Sam 15 PRS LAWN POP-UP F,H,Q,ADJ/STD 12' 3,1.5,.75 20 �' " •• i @OCIb RAINBIRD 1412 Sam 8 PRS LAWN POP-UP F,H,T,Q/FLT 10' 1.3,.65,.43,.33 20 O RAINBIRD 1b12 Sam 15 PRS POP-UP STRIP STRIP/SIDE 'X28' 1.0 20 O RAINBIRD I%Sam 15 PRS POP-UP STRIP STRIP/END 'X28' .5 20 • 4►v RAINBIRD 1812sam 15 PRS SHRUB SPRAY F,H,QADJ/U 12' 3.0,1.5,.75 20 � •- RAINBIRD 1812sam 8 PRS SHRUB SPRAY F,H,T,Q/FLT 8' 1.3,.65,.43,.33 20 ddd • • •• � i� CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS i. WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST • ,-,�- IN THE REDUCTION OF IRRIGATION HEAD RADIUS. MQWATER METER-SIZE NOTED ON PLAN • • LOT T 9 BACKFLOW DEVICE-FEBCO 82SYBV-SIZE NOTED ON PLAN #,• • ` f �, �; • , l MASTER FLOW CONTROL VALVE CLAYVAL 136-ACSKC -SIZE NOTED ON DETAIL SHEET 8 • ,.� m DATA INDUSTRIAL 220P FLOW SENSOR-SIZE NOTED ON DETAIL SHEET 8(SUPPLIED BY CALSENSE) m WILKINS 500 SERIES PRESSURE REDUCING VALVE-SIZE NOTED ON DETAIL SHEET 8f Q �(IF . 0 IRRIGATION CONTROLLER-CALSENSE ETI-DTR2 W/ANT 1 ANTENNA PORT-SIZE NOTED ON PLAN 0 RAINBIRD EF6CP-PRS SERIES AUTOMATIC VALVE-SIZE NOTED ON PLAN /A • ►� BRASS LINE SIZE VALVE-NIBCO BALL VALVE OR WATTS RESILIENT WEDGE GATE VALVE-SEE DETAIL Pat /I'1. f/� �2 \ .• `� Q RAINBIRD 33DRLC QUICK COUPLING VALVE @ 150'O.C. s'€ • LATERAL LINE SCH 40 12'MIN.BURY-SIZE PER PLAN NORTH -•O-MAINLINE SCH 40 1 1/2'AND SMALLER s I� a /j �� • • • ^ CLASS 315 2'AND LARGER-MIN. 18'BURY ✓ t !- "` • -� � '�,,.,,�...�.-�>�- of ����«- . "' PVC SCH 40 PIPE SLEEVE -SIZE TWICE DIAMETER OF THE PRESSURE LINE � � _f/2 T�y � v h —�� • -----PVC SCH 40 WIRE SLEEVE 2• S.F.AREA IRRIGATED �� CONTROLLER STATION / 4,,,, 0- GALLONS PER MINUTE VALVE SIZE tt 6RAIN13IFID 22 SER STREAM SPRAY F,H2O 16' 2.6,1.3..67 20 �� ,,�-*tea--•1..><..* .�w,t�4xw >��.A....w-y_.... � ♦d 6-RAINBIRD n 16 SER STREAM SPRAY F,H,Q 14' 2.6,1.3,.67 20 y 1 2 V b �. '- h o � 8" X 6" MOW STRI '. 18I2 SERIES f ! , 18M SERIES RIDGECREST DRIV ., ® WATER METER LOCATION 1800 PCS 1800 series METER SIZE JII 'Ire 40••4 ` Pressure Com nsattn Screens r .-- � � MAXIMUM DEMAND ,�j GPM INN PCS Ser"n Performance STATIC PRESSURE 111L PSI #1,(Y 1Mllnlei N,,'!,IH1))le,S'rl Y'll el Mllhlllnl 11 Ml,111 M'i1NN•Ct11.11<IR,M•rlfll'fnlM'C al 311 IISI. - _r�. NOW:R'S S(reen,not r&ol nroen<kd with INK)Serie,%*T tura„rI0771cx. DESIGN PRESSURE �. 619�? PSI STANDARD A SMALL RADIUS SPRAY PATTERNS AND UM IRF,LIA BUBBLERS HYDRAULIC GRADIENT 20?r7 EL _ _ CITY STATIC PRESSURE J 12 PSI Modrl 1(4 020 11 4-030 M 4-010 1(S-Or0 !(S-0!M 6( 125 P(5-175 P(S260 F('4 370 3 .4 5 1.25 1.75 2.6 3.7 w_ �folor �Bmwn Sliver (harl8e_�rck�White-I Grrrn �Ilow slue-._ _--_Red- 4i'P•TIG rsw* „,& Poo 142 LOW 4- - - - - - - INDICATES FEBCO 825Y' BV REDUCED PRESSURE W.eV,AT" S/A .�/ 8F - - 6"Rnh 2'snh 3' S' - $R' BACKFLOW DEVICE. SIZE 1" - 50U9C¢Cr- I►�-ORNATICAI r'I l 1 8H - 3'(160) 6' 1 7' D/°YMopI J'-o14MnoN N wu S' S' #g'- INDICATES WILKENS 500 SERIES PRESSURE _ R 1EDUCER. SIZE 1" 'W) 3' 4' S' $10' 11lATC#C►tGTq� ,I�/A � - -— -- — - 14 61. I�/f 1oT -3 - -- 7, $10' - �^ Igo _ 5 - _s _ _$1�' INDICATES CLAYVAL 136-ACSKC 1 & n pb-- MASTERFLOW CONTROL VALVE. SIZE 1" r A 12F - - - 1'Bub 2'Bub 6' 7' #12' .1. reVoTE CoNt?�o1.11�W� 2 V Stz� 1r IzTQ - - � - = B' $12, � :+ 12T'l - - - 4' 6' 8' $ 12' MAx1rMVtMXW —J2— eP.M. 12F1 - - g' g' I(�' #'2' - CONTROLLER LOCATION " " CALSENSE ETI- 12,-DTR2 ' 0-f-maCIotJ I"0 f(o I2T - 8' 10' #12' - mv_FIPA�QRcv �s I 12Q 3' 4' 81 #12' ENCLOSED IN A STRONG BOX 24SSr/ 120V. THE CITY _ OF RANCHO CUCAMONGA STANDARDS. CONTRACTOR W f_1-- iSTQ _ 6"Bub 12"Bub ;12 r #915 $15' SHALL PROVIDE 110 POWER. �. I� RR d+cxTlowc�nae X1.0 15 IT - - - - _ 6' _12' #IS' - NOTE: INSTALL RAINMASTER PIG-TAIL 24C INSIDE THE —T— I.D 1 SH - - - 6' 8' $ 5' IyL 4�vpc ve QST__- _ 81 — ENCLOSURE.5T —o,I5Q - - 610, #1ST 154(2 - IA16 fi"Rub 12'Bub. 12'x12' 16'.16' #23'x23'17SS1 3'(170^) 4'-- --7x14' $9'xIR' jr IR'S I _ 4'x16' 4'x30' `� ��,dxJrQ(-�A� �Q•4'� 154$7- - - - 4'x24' 4'x24' #4'x.30' 0 L,bqtr,A, LI4+� �eLh ISEST - - - $4'x15' DESCRIPTION OF REVISION DATE CITY A►►ROViO _ mrnwLoss-009•) — STANDARD A SMALL RADIUS STRFAM PATTERNS er, lo EMVARONCIrIWGe 2.(0 TOTA_wsTpmLC99 9 Sil r -," 7,.-_ 11 -, CITY OF RANCHO CUCA ONGA �� 511 8 -, G„- $IN”- - 4' rmmu !?�nfr'EDAI1+�' sQB 12" #18" 4' s(sr-e 12" #IS" 4' IIS �� rin 16F StA 3" - 12" 3' 3' 5' 8' 12' $16' 1 ---LV 1611-SIA A" 12" 3' S' 6' 14' $16' TRACT 14139 } tWl4(-WA12 ' 3 �3.ZZ 16QSIA 2 3' R' 12' #I6' -- - - -- • C3 -L MI>J. - _ — — " 441 " 's ` " " " ETIWANDA PARKWAY & PASEOS r22 S4 3' 12" 2' 7' 10' 14' #�1' " 4 '� 43 44 t IRRIGATION PLAN LOT T t u bf st SS - 12" 3' A' 10' 14' $2f1' Z3 30 ,0 N q S4 -p,- 3" 8' - �' -$211' 1! v 7• t1 rl 7t 4o rt 67 •rttr N t3 o NOTE: TURF AREAS ONLY ,o, lee „ 54 ' �PNDSCAPFA APPROVED BY" DATE THIS IRRIGATION SYSTEM AS DESIGNED IS CAPABLE IF REOUIRED TO PROVIDE f0Q 11. ,s " `4 `r �.� SUMME 9C' CITY ENGINEER C.f� RC.E N0. 24953 A MAXIMUM OF 3" OF WATER PER DAY r7 DAYS A WEEK BETWEEN THE HOURS OF NO SCALE t1o�107 113 ,t• •� " " i �' �� AS y 9 PM AND 5 AM. FORSUM SUMMERS PARTNERS DOES NOT ENDORSE, OR EXPECT "' ,,7 so " GN t RECOMMENDED LOT T as s nl •3 ' rr ,eI # •o •r sr r _ 0 - Io o , 1 i'C� DESIGN THIS SYSTEM TO NEED THIS HIGH RATE OF WATER OUTPUT. :4 — +• j4 ■! •4 •, 11 • „ 1 rr 101 ID. IrJ. 11° !7 ` is `� ` '• 12 s• '• DRAWN FORSUM/SUMMEKS & MURPHY, INC. SHE[T 6-30-96 •Mo_ 341Q7(CA51110AUAY SUIS 200[W U"41 UVF[)Qr N,Q267Q 1714144)144(, NOTE: -SEE SHEET 4 FOR IRRIGATION NOTESzr z. " " " _I s I J+� a;;- -s � THIS DESIGN IS DIAGRAMATIC ALL PIPING, VALVES, ETC., SHOWN WITHIN :1 . " " 17 1: " '° ' • 2 EANDSCAPE,ARCHI7ECTS Of 16 PAVED AND RAMPED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL *+►►�.►►.. CHECKED DRAWING DRAWING No BE INSTALLED IN PLANTING AREASWHENEVER POSSIBLE. FOR PLANTING SEE SHEET 12 KEY �JIA�P TFO� CA�1� P `�`'�' DATE !nR FrLE No 14�8— L. SHEET NO.4bF 7 Z r� RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS. ---- PLASTIC VALVE BOX MARKED*IRRIGATION RCV'__ CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO CONSTT2UCTION (CARSON OR EQUAL)ETCHED WITH i CONTROLLER AND VALVE SEQUENCE Z EQN1P•IFNT TO BE iNSTAi.i FD ',T A MiNiMFTH OF 24" F0011 ANY STRI'l-1"RF c OR HARBSCAPING. SCREEN UNIT WITH SHRUBS WHEN EVERF;OSSIBLE I t0 SMINCLER • ANitE ►In ro DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF S►fC it I(ii KPIN VITN 41• (LL% _ ( - DISIMILAR METALS Sc N A0 ►rC NAt[ �0A►•OR '� ��I�=. I �' '� � . RA i N 91"31 DNP WITH PURPLEW S•.RLCT';Rt OR - ---- �. WiiF.N UNIT IS NEXT TO A STRUCTURE Ile. WALL., RUiLDINrt, ETC.) MOI'Ni A.IirR CAP - s�nLY "I KEY HARDSCA►;Nt ! XM so IK JIIOTR o S INCL.1DlNG NOSt TEST COCKS ON OPEN OR NON-STRUCTURE SiDE. 2 -_ .,•rL5 - - ` , I (_- X X� l AINSTALLPERLOCALCODES• ORIENTPARALLELTOSTREET IRASS Mimi W -I�II1 LEAN BACKFILL SEE SP. ECS. FOR F'NiSN :RADI - INSTALL :N -RAT'KFIO1 PRF�'FNTCR A� F.r„! = MTERIAL 40T ;OWACT'ON REOU ►;atiTIR IID ONLY r .,.T.,. t 'SNAPTITE'WATERPROOF CONNECTORS EASRHACC NiP!`IF ilIICAI M I) I I O M _ J' .N ►IAJIT 105EL[CTR1C CONTROL VALVE _- g • --RRASS 0[1 FII. 7 PICA' „ r—FUISN WUDE x K L�i NON-PRESSURE LATERAL LINE : A>1. 40 SNAxE PIPE IN TRENCH _� -` - - - — i • --BRASS Ni PPI F - ­47 - STAINLESS STILL ° - ►IG TCL E)P1RSi0N - ,7. SCH40 IRASS NIPPLE 12' t -- - --BRASS WYE STRAINER S:ITII tin "I cq : R. lam► '14"m '4' .011, - I D Y i RtU55 90' ILL 1� SCRIV CLAMP 1411 I'M )I PLACES BRASS UNiON ■WNFI. SCRFFN = BRASS 00' STRltT ILL---- -� z = ° - —IRASS ANGLE ;tO�E PRESSURE SUPPLY LINE , SCK. 3� SRASS NIPPLE z4' LONG , F" THICK X 1A" WiDE CON( Pl IF I'�•!' * _ --- VALVE r. 1F'OII N -.� II - � SNAKE :PE :N RE NCH 04 RIIAR �TAKI R 11LASS 00' STRUT ILL - .4.• LORIS 11" (1 FNGIH VARiFS PER IIANI'F AI 1' I,•I t SLOPE TO DRAiN AT 'LININ'" • -FPOM WATER SOURCE i 1- - -- - _ IRaS1 M ►►Lf - - ;, ��' -. _ / I FINISH GRADE + � c _ ` �- '7C �` C ; ►+�3 ' -)l1• ►ASKED USS»E7 PROVIDE 6"MIN. OF SAND BEDDING or ♦ - A6Wf6ATE ,I AND SHADDING 1 - ? J 4i 3 !y TYPICAL CONTROL OwC'�AMD- BUNDLE OTALL AND TAPE --SCH 60 PVC M:PIt( ' ADJACENT � Il , (j' • 4;: --RRACS NiFPIF "i P!' •-:0N'ROL / ;r�cN .,R� ' TO PRESSURE SUPPLY LINE YI I - - (?) PLACES 1wI 11"X 12" CONCRFTF 5 -90% CO"PACTION THRUST T PiC+! SIN AO PKSASAT T(( ►RfSS;1E Su►►LT :14( RFQl11Rf.D :14((;) PI ACF'; -- _= - —PRESSURE SUPPLY '- � I " SCH 4T PCL' `IAT F .1D�l (IF' OCT( LINE ►IiTING -- - ' C, r f TYPICAL F'+ ' .Tl ll' .MS•AL /F L CICMTROL VALVES A M:N:ROf 12' FROM STRLItTJRES OR HAIDSCN:FrG NOTE: /RISSURL SUPPLY LIRTt FV4!1 ABOVE FINISMAND ALONE CONTROLLER WITW _41-00P SHOJI HEAD \� CALSENSE RENDITION OF TYPICAL \ ANT 1 ANTENNA PORT CONTROLLER INS T A L L A T I O N FtN(SM ;RApE EPDXY FILLED LOCATED ----. -_. ------ PLAS`ZIC VALVE BOX do COVER: STRUCTURE OR OUTSIDE OF Box ETCHE •'QC•' (CARSON OR EQUAL) HARDSCAPING INSTALLATION/LOC TION COAXIAL CABLE tt t I ttttttt�t�t 1 PER CITY AND CALSENSE f11rIII�tEiIEEEIIt FINISH GRADE - REPRESENTATIVECC,4t,Itl, EtIE;E l�s MSN• I tit 'Eit1ItlElit� CALSENSE CONTROLLER I- —� MODEL NO. PER PLANS o ° /�� ' •'�I'" _� AT GRADE IN LAWN AREAS 18' MAX. 120 VOLT DUPLEX ® CALSENSEHARNESS ••I —� ; = (I I-I I —III •I I I c • OUTLET IGFC0 ® 1 33 DNP QUICK TERMINAL STRIPS TO i _i — I I I I MATCH CONTROLLER VALVES COUPLING VALVE - SIZE. ATTACH IRRIGATION WITH PURPLE _ REMOTE PIGTAIL. MFG. n ` , COMMON WIRE = RUBBER CAP I II PER PLANS STAINLESS STEEL--� TII (III / 'SONE L-PRESSURE SURE LATERA( SCREW CLAMP �� FIELD WIRES MINIMUM (3) PLACES L,III Al I — 3/4" WASHED _ ,_ 0 �TR�- MARLEA 90' STREET io CRUSHED ► ° ♦ ° d < WIRES I Ell AGGREGATE BASE CALSENSE °e°° ♦° °< <'� ENCLOSURE MOUNT • SCH 40 BRASS NIPPLE — —I t • III-III-III: NOTES: �-- WATER FLOW IN SCH 4p BRASS NIPPLE - I—III—I SCM PVC 90• STREET E.' 24'• LONG t INSTALL CONTROLLER PER MFG PRINTED INSTRI)CTIONSI AND PER LOCAL I CODES. LOCATION TO BE APPROVED IN FIELD BY THE G'ITY INSPECTORpII • I PRIOR TO CONSTRUCTION. 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN MARIEX 90• STREET Ell — —- — 17 SEOUENCE OF REMOTE CONTROL VALVES. I}� J ;OLSCH 40 BRASS 90° ELL 3 RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH MASTER FLAW BACK-FLIM Q�i� WATER SCI( RO PYC HIPPIE - TYPICAL (1) PLACES BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE VALVE SEnSQR PREVET4TER METER ANTI-OItAtN YAIvE As REQUIRED SCH 80 PVC 900 WIRE AT THE ENCLOSURE I STREET ELL $CH 40 BRASS 900 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. �/1 T • I III II M �° NOTE PRESSURE SUPPLY STREET ELL ° ^ v� n A LINE FITTING 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE `Z y G a REBAR STAKE CONTROL VALVES n I �(i n r I. LOCATE HEAD d° FROM WALKS, CURBS, HARDSCAPING, MON STRIP, HEADER BOARD, AND •� L (� EDGE of LAWN. PRESSURE SUPPLY LINE 24" LONG) 6 ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO _ (DTR21 AND BE OPERABLE TO THE CITY YARDS CENTRAD COMPUTER G • I l I IBJ, �J II /� () I Y II m [APPROVE SYSTEM PRIOR TO ACCEPTANCEy� 1. LOCATE STREAM SPRAYS 1• FROM ALL STRUCTURES, AMO SPRAY HEADS I2' FROM ALL NOTE: 7. ALL ELECTRICAL.OEVICES SHALL BE GROUNDED PER IOCAt CODE 1 / • � � � Iy� STRUCT;�RES 1N SHRUB AREAS LUT 6' FROM All STRUCTURES IN GROlR1C COVEa AaEAS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ��.vv j. USE TEFLON TAPE OM All MALE THREADS. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA nPPRO•JCD Br RUICK COUPLING VALVE STANDARD PLAN D Bw. CONTROLLER ASSEMBLYST"HOARD PLANFOR ALL I'URF AREASINSTALLATI0N — TYPE A "A" & =B•• CONTROLLERS ARE BOTH ON WATER METER "A" REFER TO CALSENSE P.O.C., SHEET L-3 NcINE.ER DATE USC WITH $TAHDARD SPECIFICATION$ Foa PUBLIC woRKs coNsraucnoN HITY ENGINEER DALE U$E WITH STANDARD SPECIFICATION$ FOR PUBUC WORK$ CON$iRUC110N SHEET I OF I 0 L2ac[ 24953 SHEET 1 or 1 24953 5. INSI ALL HEADS WITH INTERNAL CHECK AND PRESSURE COMPENSATING FEAT RE AS PER IRRIGaTJO • a N� cr - - 3 o NOTES: 1 LJCATE MEAD 6" FROM WALKS, LJgBS, nARLSiaG:y,, Mlw `'k;G «Ea Eq B�AAC, Ati� EDGE OF LAWN g m SCH 80 PVC UNION t SLOPE IN TURF AREAS z "SNAP-TITE" WATERPROOF a BETWEEN CURB AND SIDEWALK/TRAIL - 2% 2. LOCATE MEAD 6 FRJM ALL STRUC' RES ROUND PLASTIC VALVE BOX dr CONNECTOR OR EQUAL a BEHIND SIDEWALK/TRAIL - 2% TO 51 MAX a COVER ETCHED 'PRESSURE REGULATOR" (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 41 WILL BE 3. USE TEFLON TAPE ON ALL MALE THREADS L) Z (CARSON OR EQUAL) PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL WIRE SERVICE LOOP (LOOP FINISH GRADE ENOUGH WIRE TO EXTEND WIRE BUNDLE 6" ABOVE GRADE) - 2 SLOPES IN SHRUB/GROUND COVER AREAS. A :NSTAII BEADS WITH IhTEghAl LtiEC ..K YAIrE AhJA PGES,ugE a. BETWEEN CURB AND SIDEWALK/TRAIL.- 2% PER 'ME :RRI:,A":�h PLAN 1 D BEHIND SIDEWALK/TRAIL - 2% MIN TO 31 MAX 5.HEAD CONNECTION AT BOTTOM INLET ONLY I-=1I I- I—III-I SPLICE BOX COVER WITH Ill OCCASIONAL SLOPE VARIATIONS OF UP TO 21 WILL BE PERMITTED III=II LOCKING TOP ETCHED S. IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. PROVIDED ;h SLEi ---- D-G_�G • III--III THAT SUCH SLOPES OVER 31 DO NOT EXCEED 12' IN VERTICAL HEIGHT I�4u :h Svc 11- 3 DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE BY CASE BASIS AND WILL REOUIRE APPROVAL OF THE CITY ENGINEER ___ _ _ III=1' ? =III_ _ I- AT GRADE IN LAWN AREAS - 7 3" IN PLANTER BEDS III= II PRESSURE REGULATOR - III - - - - - 11=1 [Till I�IIIII�IIIII�II IPE FROM !—�I III PIPE TO BACKFLOW ETER III— 3- 3" I I--I I. PREVENTOR It. 12" X 18" GREEN PLASTIC METER ' FLOW BOX. CARSON OR EQUAL ISI=111='3' III III=Ii, to �_ I II—III-1 _I II-III=111-11 —III—III .. III—III— GR I I—I I O�No I SC H Bo P VC N:P _ _ PLE -III�Illl� o-° :aoallllfII=�l : \ CO�FR MAPLEK 90° STREET Ell •,:y:y;r s hG M H P o III=1 11- SC 80 VC NIPPLE — 11-III=1 •�'� a °'•� _ � S:� \ qX OUTSIDE PUBLIC R.O.W. I 16 LJNGi :.- ♦ �lM A� PY� "a• I-1 II—�1�: ^'AX• \ ;III-III;III .III- IIIAII= GG WASHED CRUSHED TURF, SHRUB AND GROUND COVER 2% AGGREGATE BASE �N \ Z24VOLT WIRES. TAPED AND NON-PRESSURE LATERAL LINE I F:-11415 BUNDLED AT 15 FT. INTERVALS WITHIN PUBLIC RIGHT—OF—WAY gARLEX 90- ELL NOTES. 2 CU. FT. PEA GRAVEL (SEE NOTES HEREON) 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHY ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAC WITH APPROPRIATE CON(ROLLER AND VALVE NUMBER. H • CITY OF RAN_C__IIO_C_UCAM_ON_G_A, CALIFORN m CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIII�NIA RAY HEAD aPPROvED Br ------ rn vED BY APPROVED BY P 0 PRESSURE REGULATOR VALVE STANDARD PLAN 2� VOLT SPLICE BOX STANDARD PLAN � ALLOWABLE' GRADES STANDARD PLAN CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COH$iRUC 7ION ' CITY ENGINEERDATE USE WITH STANDARD --- w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SPECIFICATIONS FOR PUBLIC WORKS CONSTRO 1 CONSTRUCTION SHEET 1 Or 1 ¢ RCE 24953 SHEET I OF 1 RCE 24953 SHEET 1 OF a RCE 24953_ DESCRIPTION OF REVISION DATE I CITY APPWOYfD CITY OF RANCHO CUCAMONGA TRACT 14139 ETIWANDA PARKWAY & PASEOS IRRIGATION DETAILS �PNDSCAPFq APPROVED BY' DATE• ' sDMMFgs 9�y CITY ENGINEE RC.E NO. 24953 DESIGN ---. ._ ------_ _s _ RECOMMENDED i 2 V � �-1 Ir/f✓'r� 11 &waw, 6-30-96 DRAWN FORSUWSUMMERS & MURPHY, INC. SHEET 3e 107 CO,ICI M('�AYAv SIPf)00.(W u K7rJT vurcxln..0)6)° 17111 ee)1 eeh\* Q LANDSCAPE ARCHITECTS v _CIF 16 T,glE OF CAL�F CHECKED jog iU77nnlf. DRAWING NO - GATE FILE NO L SHEET NO�iiOF72- _,.. _ X IHNIGAI ION NOI L oY�,'- � - c GI rz ��� -10 - C-1 - GU« �� _r_v _ N -r F�r 1�-1 �r t N o �n�ar+ I�� r�u--�-► �2p �? -r�I-- j rJt t , 1. GENERAL A. Permits and Fess E. Equipment to be Furnished D. Brass Pipe Fittings 2. Coordinate Installation of the sprinkler Irrigetion materials, Including N. Existing Trees pipe, so there shall be NO Interference with the utilities or other The Contractor shall obtain and pay for any and all, building permits as 1 . Supply the appropriate malntsnar" personnel with the following 1 . Where Indicated on the drawings, use red brass screwed pip• construction or difficulty In planting trees, shrubs and ground Where It Is necessary to excavate adjacent to existing trees, the required. tools: conforming to Federal Specification No. WW-P-351. covers. Contractor shall use all possible care to avoid Injury to trees and tree A 611-(0)6o9if 5 IAI-10 Fe+►G CSn I"Vrf-'C> fAcO,*,0VO4A roots. Excavation in arose where 2" and larger roots occur shall be done B. Manufacturer's Directions ry Two sets of special tools required for removing, disassembling 2. Fittings shall be ►•d brass conforming to Federal Specification 3. The Contractor shall carefully check all grades to setlefy himself that by hand. All roots 2" and larger In diameter except directly In the path of and adjusting each type of sprinkler and valve supplied. No.WW-P•460. he may safety proceed before starting work on the sprinkler Irrigation pipe or conduit, shall be tunneled under and shell be hoevlly wrapped with Manufacturer's Directions and detailed drawings shall be followed In all system. burlap to prevent scarring or excessive drying. Where a ditching machine cases where the manufacturer of articles used furnishes directions G- TWo 4 foot valve keys for operation of gate valves. is run close to trees having roots smaller than 2" In diameter, the wall of covering points not shown in the drawings and notes. B. Water Supply the trench adjacent to the tree shall be hand trimmed, making clean cuts p. Two keys for each automatic controller, # enclosure through. Roots 1" and larger In diameter shall be painted with two coats C. Ordinances and Regulations 1 . Sprinkler Irrigation system shall be connected to water supply points of Tree Seal or equal. Trenches adjacent to trees shall be closed within 044, quick coupler key and matching hose swivel for every five, of connection as Indicated on the drawings. 24 hours; and where this is not possible, the aide of the trench adjacent All local, municipal and state laws, rules and regulations governing or quick coupling valves installed. to the tree shall be kept shaded with burlap or canvas. relating to any portion of irrigation work are hereby incorporated into and f, T"ree H.5. Keys(vi4tn used) 2. Connections shall be made at approximate locations as shown on made a part of these notes, and their provisions shall be 2. The above mentioned equipment shall be turned over to the 64-f drawings. Contractor Is r•sponslblt for minor changes caused by O. Field Ouoltty Control carried out by the Contractor. Anything contained In these notes shall not at the conclusion of the project before final site observation can actual site conditions. be construed to conflict with any of the above rules and regulations or occur. 1. Adjustment of the systemF. Thrust Blocks C. Electrical Supply requirements of the some. However, when these notes call for or describe materials, workmanship, or construction of a better quality, F. Handling of PVC Pipe Fittings a. The Contractor shalt flush and adjust all sprinkler heads for higher standard, or larger size than is required by the above rules and 1 . Thrust blocks for ring-tlte pile shall be of size and type required by 1 . Electrical connections for automatic controller shalt be made to optimum performance and to prevent possible overeproy onto regulations, the provisions of these notes shall take precedence. The Contractor Is cautioned to exercise care In handling, loading, the manufacturer's Installation guide. electrical points of conneetidn as indicated on the drawings• walks, roadways, and buildings as much as possible. unloading and storing of PVC pipe fittings. All PVC pipe shall lit flat so as D. Explanation of Drawings not to subject it to undue bending of concentrated external load at any 2. Form thrust blocks In such a manner to prevent any concrete from 2. Connections shall be made at approximate locations as shown on b. If H Is determined that adjustments in the irrigation equipment will point. Any section of pipe that has been dented or damaged will be coming In contact with the pipe. Thrust blocks shell be between drawings. Contractor is responsible for minor changes caused by provide proper and more adequate coverage, the Contractor shalt 11 . Due to the scale of drawings, N is not possible to indicate all offsets, discarded and, it installed, shall be replaced with now piping. Pipe and solid soil and the fitting. actual site conditions. make such adjustment prior to planting. Adjustments may also fittings, sleeves, etc., which may be required. The Contractor shall fittings shalt not be stored In direct sunlight. Include changes In nozzle sizes and degrees of arc as required. carefully investigate the structural and finished conditions G. Quick Coupling Valves D. Trenching affecting all of his work and plan his work accordingly, furnishings G. Guarantee C. Lowering raised sprinkler heads by the Contractor shall be such as fittings,etc., as may be required to meet such conditions. 1 . Quick coupling valves shall have a one or two piece body designed 1 . Dig trenches straight and support pipe continuously on bottom of accomplished within 10 days atter notification by Ci'T. Drawings are generally diagrammatic and•indicative of the work to 1 . The guarantee for the sprinkler Irrigation system shall be for working pressure of 150 P.S.I. operable with quick coupler key or trench. Ley pipe to an even grade. Trenching excavation shall follow be installed. The work shall be installed in such a manner as to made in accordance with the attached form. swivel key. d. All sprinkler heads shall be set perpendicular to finished grades layout Indicated on drawings and e* noted. avoid conflicts between irrigation systems, planting and architectural unless otherwise designated on the pians. features. 2. A copy of the guarantee form shall be Included In the operations and 2. Quick coupling valves shall be per detail. 2. Provide a minimum of 24"of cover for all irrigation lines Installed under paved or maintenance manual. hardscape surfaces. 2, Testing of Irrigation system 2. The Contractor shall not willfully Install the Irrigation system as shown H. Backflow Prevention Units on the drawings when it is obvious In the field that unknown 3. The guarantee form shall be retyped onto the Contractor's letterhead t- 3. Provide for a minimum of 18" of cover for all pressures supply lInes a. The Contractor shall request the presence of the Ct at least obstructions, grade differences or discrepancies in area dimensions and contain the following information: 1 . Reduced preSSure bac QoW PrNen1CV' shall be of size and 2.1/2" and smaller, and a minimum of 24"of cover for all pressure supply lines 3" 48 hours (two working days) In advance of testing. exist that might not have been considered in engineering. type as indicated on the drawings. All sprinkler irrigation systems that and larger Such obstruction or difference should be brought to the attention of We hereby guarantee that therinkler Irrigation system we have furnished and are using water from the potable water system shall require backflow � g Y 4. Provide for a minimum cover of 12" for all non-pressure lines. b. Test all pressure lines under hydrostatic pressure of 150 lbs. per the Ci+y or Landscape Architect as soon as possible. In the event installed is free from defects in materials and workmanship,-and the work has been prevention. All backflow prevention units shall be installed in square inch and prove watertight. Testing of pressure main lines this notification is not performed, the Irrigation Contractor shall completed in accordance with the drawing and notes, ordinary wear and tear and accordance with requirements set forth by local codes and County 5. Provide for a minimum acute of 18" for a�' control wiring in conduct. and shalt occur prior to Installation of electrical control valves. assume full responsibility for any revision necessary. unusual abuse or neglect and excepted. We agree to repair or replace any defects Health Department requirements. 24" for direct burial cables. in materials or workmanship, including settling of backfilled areas below grade, City p c. All piping under paved areas shall be tested under hydrostatic H. SUBMITTALS which may develop during the period of orle year from date of acceptanc4 and also 2• Wye Strainers at backflow prevention units shall have a bronzed 8.Refer ll Ci Std.*t2o"Trench Re air"wherkClty streets are susceptible to trefic loads. to repair or replace an dame a resulting from the repairing or replacing of such screwed body for sizes 2" and smaller and 125 Ib.cast iron flanged E. Backfilling pressure of 150 lbs per square inch and proved watertight prior to Pa� Y 0 g P g P g g WT0I0 paving. A. Material List defects at no additional cost to the Cif/. We shall make such repairs or body for sizes 2 1/2" and larger. All wye strainers shall have a 1 The trenches shall not be backfilled until all required tests ars AT 125 P•S.1' replacements within 72 hours of notification that repair work is necessary. In time minimum 60-mesh moves screen and shall be similar to Bailey No. iv 1 . The Contractor shall furnish the articles, equipment, materials or after receipt of written notice from the CI we authorize the Ci to roceed 1006 or approved equal. performed. Trenches shall be carefully backfilled with the excavated d. Sustain pressure in lines^for not less than 6 hours. If leaks P 6j P '3 >, materials approved for backfilling, consisting of earth, loam, sandy develop, replace joints and repeat test until entire system is processes specified by name in the drawings and notes. No to have sold repairs or replacements made at our expense and we will pay the costs >• clay, sand or other approved materials, free from large clods of earth proven watertight. substltution will be alloyed without prior written approval by Owner A•-V and charges therefore upon demand. I. Check Valves Ci-}y lnfpp�,ter •v •o or stones. Backfill shall be mechanically compacted in landscaped "n °-' areas to a dry density equal to adjacent undisturbed soil in planting •. All hydrostatic tests shall be made only in the presence of the 1 . Swing check valves 2" and smaller shall be 200 lb. W.O.G. bronze a o 2. Equipment or matert:rts Mstalfld Qr ltrntisfnd without o areas. Backfill will conform to adjacent grades without dips, sunken C I��/• No pipe shall be backfilled until it hes been inspected, Q pry appeal construction with replaceable composition, neoprene or rubber disc o h areas, humps or other surface irregularities. tested and approved. of the Ownero,4JPCOY In5Qe_C%V' may be rejected and the Project: and shall meet or exceed Federal Specification WW-V-51d, Class A, 0 n Contractor required to remove such msterals from the sift of his own Type IV. A 3 u 2. A fine granular material backfill will be-initially placed on all lines. No I. Contractor shall furnish necessary force pump and all other test expense. u b foreign matter larger than 1/2" in size will be permitted in the initial equipment. Location: 2. Anti•drain valves shall be of heavy duty virgin PVC construction with Vu backfill. 3. Manufacturer's warranties shall not reffeve the Contractor of his F.I.P. thread inlet and outlet. Internal parts shall be stainless steel 0. PG , g. When the sprinkler irrigation system Is completed, perform a liability under the guarantee. Such warranties shall only supplement and neoprene. Anti-drain valves shall be field adjustable against x CoE 3. Flooding of trenches will be permitted only with approval of coverage test in the presence of the Cityto determine if the the guarantee. Signed: draw out from 5 to 40 feet of head. Anti-drain and excess flow valve A a, City. water coverage for planting areas is complete and adequate. shall be similar to the Valcon ADV or approved equal, u Contractor z Furnish all materials and perform all work required to correct an B. Record and As-Bufft Drawings p „ a e J. Valves y 4. If settling occurs and subsequent adjustments in pipe, valves, inadequacies of coverage due to deviations from plan, or where i io sprinkler heads, lawn or planting, or other construction are the system has been willfully installed as indicated on the 1 . The Contractor shall provide and keep up-to-date complete Address: (. Ball Valves(11/2"and smaller) h N > necessary, the Contractor shall make all required adjustments drawings when it is obviously inadequate, without bringing this to v � without cost to Ci the attention of the City. This test shall be accomplished as-built drawings indicating locations, sizes, and kinds of � }�• equipment installed. Prints for this purpose may be obtainer a. Ball valves shall be a 125 Ib SWP bronze valve with threaded ends and shall: > a, , 7 before any ground cover is planted. from the Landscape Architect at cost. This set of drawings > `°F. Trenching and Backfill Under Paving shall b• kept on the site and shall be used only as a record be equipped with a stainless steel handle. u a, C7 g g Y Phone: , a, h. Upon completion of each phase of work, the entire system shaft SM. As built drawings shall be prepared by the Contractor. b. Ball valves shall be similar to those manufacturer by Nibco or approved M to e 01 . Trenches located under areas where paving, asphaltic concrete, or be tested and adjusted to meet site requirements. 2. These drawings shaft also serve as work progress sheets, seed ecus,. th 3 concrete will be installed shall be backfilled with sand (a layr' Za Date of Aeceptanee: C. All Ball valves shall be installed per detail. u a below the pipe and 3" above the Pipe) and compacted to equal the P. Field Observation Schedule the Contractor shall make nest and legible notations thereon dal as the work 3 � 3 u u compaction of the existing adjacent undisturbed soil and shall be lett h proceeds, showing the work as it is actually 2. Resilient Wedge Gate Valve(2"and larger) O° > -' Installed. These drawings shall be available at all times for 111. MATERIALS a G o y in a firm unyielding condition. All trenches shall be left flush with the 1 . Contractor shall be responsible for notifying Gi{y M advance for review mad shalt be kept in a location designated by the K. Control Wiring ;y .- adjoining grade. The Sprinkler Irrigation Contractor shall set in the following field observations according to the time indicated: Owner DCi{y It pp�,{oY' a, n 0 03 03 place, cap and pressure test all piping under paving prior to the A. General: Use only new materfa/s of brands and types noted on drawings, 04 o o4 o Q paving work. a. Pre-job conference - 7 days prior notice specified herein, or approved equals. 1 . The electrical system shall be Installed in accordance with the 3. Before the Gate of 1M final observation, the Contractor shall National Electricfl Code most recent) adopted b the Cit . I Y P Y Y 2. Generali piping under existing walks i done jacking, vin r b. Pressure supply line installation and testing 2 s rice notice s b bo o PP Y 0 day P transfer all information from the "as-bufft" a to 9 Vfbto Y. P P 9 g Y j g g � p B. PVC Pressure Main Line Pips and Fittings Connections betv�en the automatic controllers and the electric �i � u hydraulic driving; where any cutting or breaking of sidewalks and/or Mylar, procured from the L44&-.cgee NV-CJ tCKA AN . work shaft be neat, control valves shall be made with direct burial copper with AWG-U.F. concrete is naccessrY. it shall be donc and replaced by the c. Coverage teats 2 days prior noticein link and subject to approvei of the C ,ty• 1 . Solvent welded type pressure mein line piping for sizes 2" and larger 600 volt. Pilot wires shall be a different color wire for each automatic Contractor as art of the contract cost. Permission to cut or break controller. Common wires shall be white withdifferent I r tri P Wolf be PVC Class 315. a coo stripe sidewalks and�or concrete shall be obtained from the Gwwsf-ewdea d. Final field observation 7 days prior notice 4. The Contractor shall dimension from two permanent points of for each automatic controller. Install in accordance with valve City. No hydraulic driving will be permitted under concrete paving or reference, it ref cel bu ding comers, sidewalk or road intersections etc. the manufacturer's n it • 2. Pipe shall be made from NSF approved Type I, Grade 1 PVC a d w e chart. In no case shall wire A.C. paving. Q. Maintenance location of the ljollowing items: compound conforms to ASTM resin specification D-1784. All i size be less than No. 14. t� n0 P pipe a.Conraeetbn b existing wester Naves. must meet requirements as set forth in Federal Specification 3. Provide a minimum cover of 18" between the top of the pipe and the 1 . The entire sprinkler irrigation system shall be under full operation for g PS-22-70, with an appropriate standard dimension (S.D.R.), 2. Wiring shall occupy the some trench and shall be Installed along the bottom of the aggregate base for all Wessure and non pressure a period of 7 days prior to any planting. solvent-weld pipe. some route as pressure supply or lateral lines wherever possible. piping inst Iled under asphaltic concrete paving. All sleeves under b.Connection to existing electrical power, paving shall be Schedule 40 PVC. 2. The Ci+y reserves the right to waive or shorten the operation 3. Pressure main line piping for sizes 1-112" and smaller shall be PVC 3. Where more than one wire is placed in a trench, the wiring shall be 4.Refer to City Std.#120"Trench Repair"when City streets are susceptible to trafncioads. period. •.Gate valves' schedule 40 with solvent-welded joints. taped together at intervals of 10 feet. G. Assemblies A, wad Fk%%f vNwjerw d.Routing of sprinkler sure lines (dimension max. 100 feel 4. An expansion curl should provided 3. Landscape irrigation systemA shall be fully maintained by the �s ( 4. Pipe shall be made from NSF approved Type 1, Grade I PVC • p cu s ou d be p o ded within 3 feet of each wire 1 . Routing of sprinkler irrigation lines as indicated on the drawings is Contractor for a period of ($0 days prior to final acceptance by the along ming)' compound conformingto ASTM resin specification 1785. All pipe connection and at each change in direction. Expansion curls shall be diagrammatic. Install lines (and various assemblies) in such a manner P P P Gr This period may be extended if the maintenance provisions formed b wrapping at least five turns of wire around 1" diameter ' r e. rinkler orf v must meet requirements eat forth in Federal Specification PS-22-70. Y PP g ou d a as to conform with the details per plans. are not met. control valves.sP pipe, then withdrawing the pipe. (Solvent-weld pipe.) 2. Install NO multiple assemblies on plastic lines. Provide each R. Clean-Up f.Routing of control wtring' S. PVC sofvent-weld fittings shall be Schedule 40, 1-2, II-1 NSF S. Field splices between the automatic controller and electrical control assembly with its own outlet. approved, conforming to meet ASTM test procedure D-2466 as valves will not be allowed without prior approval of City. Clean-up shall be made as each portion of work progresses. Refuse and @.Quick eourplfng vahres. manufactured by Dure Industries. 3. Install all assemblies specified herein in accordance with respective excess dirt shall be removed from the site, all walks and paving shall be 6. All splices shall be made with detail. In absence of detail drawings or specifications pertaining to broomed or washed down, any damage sustained on the work of others h.0ter related eq o1pnrent as directed by Owner• i. Solvent cement and rimer for PVC solvent-weld i and fittings 5 Tite wire connector or approved equal. Use specific items required to complete work, perform such work in ' p pipe g �' P q P P �,I shall be repaired to original conditions. shall be of type and installation methods prescribed by the one connector seating pack for each splice. accordance with best Sipw6rti PVVC iCG, A"Ved to offY. S. On or beton the date of the final approval, the Contrat:to► toile manufacturer. S. Final Field Observation Prior to Acceptance deliver one sit of 91,Ioib mpfare of "as-built" plans to the City. L. Automatic Controller 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and Delivery of the VMytafS will not relieve the Contractor of the 7. AN PVC pipe rust beau the following markings: moisture before installation. Installation and solvent welding 1 . The Contractor shall operate each system in its entirety for the responsibility of furnin4ing required information that may be omitted The automatic controller shall have the minimum number of stations as methods shall be as recommended e pipe end thddd bthid fittiCi{'y at time of final field inspection. Any items deemed not from the prints. &.Manufacturer's name. indicated on the drawings and shall be completely automatic in operation. manufacturer. acceptable shall be reworked to the complete satisfaction of the It shall electronically start the sprinkler cycle and electronically time the b.Nominal pipe size. individual stations. Controller and valve shall be as stated in the S. On PVC to metal connections, the Contractor shall work the metal city. C. ControNef Charts irrigation legend. connections first. Teflon tape, or approved equal, shall be used on 2. The Contractor shall show evidence that the CrtY has received all e.Sehedale or Claes, all threaded PVC to PVC and on all threaded PVC to metal joints. accessories, charts, record drawings and equipment as required 1 . "As4niffl" drawhrgs shale be poinipped by tin Contractor and drawh►gs M. Outdoor Automatic Controller Enclosure Light wrench pressure is all that is required. Where threaded PVC before final field observation can occur. shall be approved by the Cibefore the controller charts are d.Pressure rolling in P.E.I. connections are required, use threaded PVC adapters into which the 100 6m prepared. 1 . All automatic sprinkler controllers installed outside of a building shall pipe may be welded. 3. End ofnmaintenance shall occur only on the written acceptance by •.NSF (National sanitation Foundation) approval. be wall mounted within a vandal resistant automatic controller the Ci fy ivisfe(_�r 2. ProviM one oontroffer Chalet for each eontrotler supplied. enclosure. H. Line Clearance f.Dab of extrusion. 3. The chart shah show this, area controlled by the automatic controller 2. The outdoor controller enclosure shall be as specified in the All lines shalt have a minimum clearance of 6" from each other and from and •haft be the movimto size whk.,h the eontrofter door will 9Naw� With VClCrb (L1cr j„q, g.U.P.C. Shield Loge (IAPMO Approval). drawings. Enclosures shall be equipped with an on/off switch for lines of other trades. Parallel lines shall not be installed directly over one cl 110-volt power supply to controller. another. 4. The CfroA Is to be a redtKed drawing of the actual "as-bunk" system. •. AN fittings shah bear the Manufacturer's name or trademark, material However, In the event the corttrof1w segtwrtee is not legible when designation, size, applicable I.P.S. schedule and NSF seat of 3. Point controller enclosure completely Inside and out with two coats I. Automatic Controller The drawing is reduced, N sharp be enlarged to a site that wilt be approval. of rust-resistant paint per Cif'y'5 direction prior to installing read*hle when reduced. controller. Color and type to be selected by Cil/• Install as per manufacturers Instruction. Remote control valves shall be C. PVC Non-Pressure LolerM Line Piping connected to controller in numerical sequence as shown on the drawings. S. The effort sittaft be a bfalckHrre a bkrefkte crotid prtrrt and s different O. Control Volvo Boxes ' r - color shaft be used to irudicatt the 'res of coverage for asci statk+n. 1• Non-preestrrt buried Worst lint piping shall be PVC Seh J. High Voltage Wiring for Automatic Controller 4o with I. Use 10"x 10-3/4"round box for all gate valves. Carson Industries#910-12B with CITY Nent-weld joints. lt d lExtension lshall green bo -down cover or approveequal. xtenson seeve sabe PVC with t . 120-volt power connection to the *utomatic controller shell be •. When eartplrtee and approved, the chaff shah df Mrmetleatfy so seated between two pieces of pl*stic, each piece being a minimum of 2. Pipe ohs" be made form NSF approved, Type 1, Grade 11 PVC minimum size of six(6)inches. provided by the Irrigation Contractor. DESCRIPTION OF REVISION DATE APPROVED 10 mil thick. compound conforming to ASTM resin specification D-1784. AN pipe ^ I crust meet regtrlrements not forth in Federal Specifications PS-22-70 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Carson 2. All electrical work shall conform to local codes, ordinances and union O� �� C HO �� 0 N Vv A 7. These charts shale be cot plotee and approved Prior to rinse field with an appropriate standard dimension ratio. authorities have jurisdiction. CITY Observation of 1M „Irrigation system. Industries n 1419-12B with green bolt-down cover or approved equal. 3.Unless otherwise noted on the drawings,the 120 volt electrical power to each automatic controller location 3. Except as noted M paragraph* 1 and 2 and port B of this we!on, aN P. sprinkler Heads K. Remote Control Valves Is to be furnished by others,paid for and coordinated by the developer.The final electrical hook-up shall D. Operation aru0 Yafrrtereanncs MentirrM requirements for non-pressure lacteal Itne be the responsibility of the contractor.pipe and fittings shall be - ' the same as for solvent-weld pressure main line pipe and fittings as 1 . All sprinkler heads shalt be of the some size, type and shall deliver Install where shown on the drawings and details. When grouped together, 1 . Prepare and deliver to the City within ten ealli Asys prbr to sit forth In part B of this section. the some rate of precipitation with the diameter (or radius) of throw, allow at least 12" between valves. Install each remote control valve in a TRACT 14139 completion of eoneiructlon. two hard cover binders with three rings pressure and discharge as shown on the plans. separate valve box. containing the following Information: ETiWANDA PARKWAY & PASEOS 2. spray heads shall have a screw adjustment. L. Flushing of System ' a. Index sleet stating Contractor's address and teMphene number, list of equipment with mimes and addresses of local p pipe p IRRIGATION NOTES manufacturer's represe�ntathres. 1 . After all new sprinkler I • Ilnes and risers are In tae• and connected, all necessary diversion work has been completed, and b. Catafog and parts sheets of every type of material and equipment prior to Installation of sprinkler heads, the control valves shall be NpS Ap Installed. opened and a full head of water used to flush out the system. ,49 .a � SuMti1E APPROVED 8Y DATE � � c. Guarantee statement. 2. Sprinkler heads shall be Installed only after flushing of the system t1� �� 9S' yZENGINEER24953 3. All pHnkler heeds of the- Gam• type *hall be of the same � p � �► CITY RCE NO 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling valves. manufacturer. has been accomplished to the complete satisfaction of the Cit /. V �a d. Complete operating and mointensnee instruction on ale maW Carson Industries#608-12 with green flex-lock cover or.approved equal. _ 0 -) DE SIGN {' - - RE C O VIVENDI D equipment. IV. INSTALLATION PROCEDURES M. Sprinkler Heads Y r- 1 4. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves installed within 1 . Install the sprinkler heads as designated on the drawings. Sprinkler 6.30-gg a 2. In addttion to the above met. toned mofntenenee manuals, Provide A. site Conditions DRAWN FORSUWSUMMERS & MURPHY, INC. N the appropriate maintenance pere.onnel with instructions for major on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down heads to be Installed shall be equivalent to all respects to those * S f E T Itemized on lens and In details. 7i/ �a o cQ�s w..wf 20�Dieu PC 1l CNOr -o1e�o I el eel ane equipment. cover or approved equal. 1. Exercise extreme care In excavating and working near existing P �� a \P 11-/F- 9 16 LANDSCAPE ARCHITECTS Cy 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on- utilities. Contractor shall be responsible for damages to utilities 2. spaeing of heads shall not exceed the maximum Indicated on the qTF fC4Q which are caused by his operations or neglect. Check existing utility drawings. In no ease shell the spacing exceed the maximum OF CA 1-� CHECKED (n »(lf>f1 i DRAwIstrc No structure landscaped areas. Carson Industries No. 910-12B with green bolt-down drawings for existing utilities locations. g P g vr d ual. recommended by the manufacturer. DAft? ► t t tv0 � - - - pial- SHEET N0.v50F /L. . :. . W 6" WIDE x 6" DEEP CONCRETE MOWSTRIP PROJECTWALL PER SITE IMPROVEMENT PLANS now DC t (LIMIT OF CONSTRUCTION) I 61 1awn man ice s ., ir "' �-� I�-,�� �� s c�A� .� � �- � ►�-�- � � � � � - c�� ���� �' � I�- o �v lis �� ~ O <` , �� } t - -tRA 5 � . v� Y �► - "fid, v �- eye I 5 �c- - [ ► �� c ^�-� • - 4 MANN y Y./• -_ W _ /- • - -A, ., - .. � _ .� -. r-s e y.. �_ _ - ,``. ..9,. "� •y_ - l _•-� 4 z -a'now .';'Y-.. -,w�. _•R ->> x: :..�"_�_, ;ac-. Z }• (.� �/ ✓� _� Vrw I(. r a _ I r _ f . t _ z F e- .. � � N "-t - ...". .. - - Me,sw - w. — - _. may...y,.•, '+Kw.f*F»n. -. .. \+9.. .,i _ .. ,'P .. .. •MW{t..a. .tir.r - .4.-. �•.gy ..v roe .�.. ! ' i C c C I�J C��l�> s> ?3•t . C � t I` _ Gam` �V, .`LAV L� l 1 Ab W Is kms: t7wl N , �: I - �2 0 - ��rr. _�+. LAV f ..._ ..g I I - � ►, _ A NDA �f � .: --,--- 1 Q = 1, AVENUE Imo- o. .5 r �'' ' '' � �4/ Ila SIDEWALK PER CIVIL ENGINEER'S PLANS — 1 �••-�....,,,,,,_�,�_i..-.�.,,,�__ .- w...._ .. .`\ 1 M U L,V H ~ ./1JV t- I ��I /VV �.r•a I •� I � O V• / 31 75�U•37 36 11 IS 16 17 8 1 Sy 1 _ �_. _ � 316- Io _ 41._ T1 52 ' '�'�""""�'+^"' rr♦wr�rl► tlwrrw..wr.r! f•rwseeerr!errrwr».rrrt �« •r«.rwr.rrrwrw wrraMrrrrrwrn► _ �rrswbrrRr+herw+r• rrrertw•nxrwrier� .eo.wiw•rrrrre••w. r*r++w wea•w.M.•w.errs. �s+r a111r_awrrwr.•4.•• - � T � , 53 30 } 73 95 65 66 w 54 l NOTE: SHRUB PLANTING SHALL BE LOCATED ONE-HALF DIMENSION OF MATURE PLANT SPREAD FROM EDGE OF SIDEWALK. .22 ° '°' 71 29 Io2 65 5 15 y7 75 a3 p ��103 I11 t a8 � 56 001 11217 4• 116 % u 76 25 71 62 J a9 63 •, _ Ila as 2 77 el !° cz 3T EMAPDA PARKWAY 7 r• s 24 106 111 f0 58 23 los toe ,ol,10 ` 1f9 93 91 `\7a 79 92 S 59 NORTH 04, 2221 20 Is Is IT E .1114111312 ,t 10 ! e 7 6 511 1 42 1 SCALE: 1"= 20'— 0" KEY MAP PLANT MATERIALS LIST: ' a5SPACING' i • •�. 3S �• 36 11 15 6 17 Ia so >• �� ' ' 34 �4 37 43 SIM � ���.� f t• 12 � SI CER OCC CERCIS OCCIDENTALIS 15 GAL 20'O.C. 1 s ` WESTERN REOBUD 1 ALL STREET TREES ARE TO PLANTED IN ACCORDANCE WITH CITY STANDARDS. 73 �� 3e 11 71 70 69 LIO P.A. LIOUIDAMBAR STYRACtFLUA'PALO ALTO' 15 GAL 15'O.C. Iz AMERICAN SWEET GUM ULTIMATE TRACT BOUNDARY PER LOT ! 3e" ""w 1 } .3 es 95 `7 53 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS, AS PROXIMITY TO 1 ' -` r o '�99 c6 t 54 PIN CAN P1NUSCANARtENSIS 15 GAL 25'MIN0C HARDSCAPE DICTATES. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS LINE ADJUSTMENT AFTER RECORDATION I�� �� 1.11 � (� `� UJ 21 ~,°2 »e 7/ CANARY ISLAND PINE ' a 111 I5 65 55 CLOSER THAN THREE FEET(3') TO THE FACE OF CURB, UNLESS OTHERWISE NOTED, 27 �' 103 97 7s a, ee a :". _ \1 26 1 IA• {16 96 0 76 a2 J 89 63 0 56 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS I I` �/ �4-� 2,n t 1117 2 57 �' t06 111 as 77 - !0 62 = ABEGRA GLOSSABELIA ABELI FLORA 5GAL s'O.C. REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITY'S OR NUTRIENT 9s a° - !, 61 f 58 GLOSSY ABEUA n n z3 Io7 toe ,09 llo tty 43 7a r e DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 6 X G MOW STRIP `1w �' ' PROJECT WALL PER SITE NORTH RST ` ` 4 79 92 sa s 59 DOD PUR DODONAEA VISCOSA 'PURPUREA' 5 GAL 6'O.C. 'tc•o n�+nc PURPLE HOPSEED BUSH 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ELA PUN ELAEAGNUS PUNGENS 5GAL 6'O.C. ` IMPR`OAMENT PLANS '` // / 22 (l '20 1 1a 17 If, 15 11 l t311z Ftl l0 9 e s 7 6 1 I1 2 �I SCALE: 1 = 20 - ! , - SILVERBERgY s x s �-� KEY MAP 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. �, -I�-- �L LC• f +q a ff fr I ' C/�/t\ OGG ESC COM ESCALLONIA 'COMPAKTA' 5 GAL 5'O.C. STRIP,",, ' 1 ESCALLONIA VOW • RAP BAL RAPHINDIA 0LEPIS INDI6A'BALLER,NA' S GAL - ETIWANDA PARKWAY INDIA HAWTHORNS 3'OC � - 1 s AP ClA MICA CLARA' S GAL 1'O.C. INDIAN HAWTHORN ( r f i XYLCOM XYLOSMACONGESTUM 'COMPACTA' SGAL so.c. PLANTING NOTES: 1' _ ' SMNVXYLOSMA LAV ANG LAVANDULA ANGUSTIFOLIA 6 GILL 3'O.C. O ENGLISH LAVENDER An Encroachment Permit shall be obtained from the City Engineer prior to `"' ' Q m GROUND VERcommencing any work. 4 ARC HOO ARCTOSTAPHYLOS HOOKERI 5 GAL 6'O.C. /�,,� • • MONTERERYMAN2ANITA All work shall be performed according to current City Standards and the StandardUJ CEA HOR CEANOTHUS HORIZONTALIS s GAL s o C. I� `'-1� . f` Specifications for Public Works Construction. Z Suitability/fertility CEANOTHUS • At the conclusion of rough grading, an agronomic soils report shall be furnished I asad HELNUM ►SIEUN O EEMUMNUMMULARIUM ,GAL 2 O.C. to the City inspector, and all such recommendations from such report shall 0 YtNESIESPAUERS supercede soils ammendment recommendations shown on the plans. "° V ;8" wido x 6" deep concrete mowstrips shall be provided between all shrub/ground C)i — � fy� _ Q CITY �� \ L DESCRIPTION OF REVISION DATE APPROVED rAnIR! rA11111CNOCISS113Tnicimr1nALA 5nAL to,OC. cover areas and turf areas. Mowstrips shall also be provided where City } � �\ nosloNwv j maintained areas are adjacent to privately maintained areas as shown on plan. w NOTE See detail sheet �� ;�. ��L ' ' ✓� I - ,� �_ CITY OF RANCHO CI�CANION�A .fit _�1� ALL PLANTER AREAS SHALL BE MULCHED WITH I'WOOD CHIP MULCH AS All trees are to be located: K,�: .s \ �� a SUPPLIED BY Ten feet (10) from any street light,t, power pole or reinforced concrete box; 4 .. . . / " �• ' • Five f 1 � _ E,LUrn10L1orinunsrnvsur►urs.nlc. e eet (5) from any drive. approach, fire hydrant, underground qN/1 v ,ass N.snNnnco BI structure (e.a. catch basin• vault), and , wa+ev- lateral/ ORANr3E.CA 9• . 9 � T 1� rr Five feet(5') from any water meer.tt4 1 (1 18333,.6 TRACT 14139 � � •>� GRADING OPERATIONS SHALL Ten feet(10') from sewer laterals or lines. 9 ACCOMMODATE 4"SHREDDED""""*` n►CIF ETIWANDA PARKWAY & PASEOS =110-S LLD_LAW i l '�M� *x / ANTING PLAN 1!lydroseccf a!I areas dcssgnated as'lAIVFI'. - PL 6DE P te,�d_�eateTia$: E CONCRETE MOWSTRIP .�.,~� �� (LIMIT OT-- - ON TRUCTION) .� 1. Seed mix shall be Bonsai Dwarf Fescue,spec'd at 100%Bonsai as supplied by No trees shall be planted within three feet (3) or curbs. NDSCAP� APPROVED Y A " O D 8 DATE E Stover Seed Company(213)626-9668,at a rate of 10-11 lbs. per 1,000 square feet. SIDEWALK PER CIVIL #NES 'S-PLANS O� M '49 9 Application of any chemicals shall be b state licensed personnel, ass wi'I'in A f'c. . recomrAert �� ���, ��SU MF9s Cy CITY ENGINEER 9 P RCE NO. 24953 2. Wood Cellulose Fiber shall be'Corrxeb Mulching Fiber. y p A Q8f t0►'1• V �O jj DESIGN - - REC wMEkDE D Use 2,er s bs (dry weight)per acre. , V r J _ 3. Ferlilizershallbe5001bs,ol'GroPower Plus'and Ground cover planting shall be uniform triangular spacing and shall be �r< ' �, 5001hs 'Gro Power Controlled netease'per acre. continuous under all trees and shrub masses as shown on plan,and per detail. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOJL PREPARATION, PLANT PIT •.. sK.mn __ I'� REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. , 6-30-96 DRAWN FORSUM/SUMMERS & MURPHY, INC. sHE E t Additional NOTE: ammendments may be required tot soil preparation and All Plant Material shall be subject to approval by the Landscape Architect and ;,� , * , * , r ,<I��� ,,,�, �Y z�tl Toe oN r a�.1 r •�o,h7� P al�e7 eel bydroseed materials based upon sou agronomy report(by developer). ansp&tW prior to Installation. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE f Q- L.I i LANDSCAPE ARCHITECTS 10 or 16 SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS 'gltc �FQ� CHECK D Ind fi77i1f11�i •8RAw1Nc NO See sheet L-Ilfor Planting Legend and Plant 110aterials List. HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK`APPROVED BY THE CITY. OF L _ SEE DETAILS SHEET 15 � oAtE IF LLE No _ _. — 1486-L SHEET 48$ L SHEET NO. vOF 7 Z PROJECT WALL PER SITE IMPROVEMENT PLANS ' j 2►- V A f1L 6" WIDE x 6" DEEP CONCRETE MOWSTRIP a ; t (LIMIT OF CONSTRUCTION) LP gyp► j `° • t�lJrI 1_ PROJECT WA PER SITE I _ r ) IMPR M OVE EN LANS x i f ( r . '1. :� ... • + is r_ -� •• • . r.. l _ 9 ti - ,..-..q - . - — - a 5 3 `� ,� �. � \ � � ,1 g,. '�\ ''� �.,. , Ny z c>, • -, - `•� _�.rte :, =. °_ �- .. ::-T £� t MAT hLINE BELOW r' _ • , t � . • .. 2 •• r 1 ISI �I� I ` ��� W w �- /�1-. 2��0��• - 69 1 '%\- LAY T `�-+ 3 OV { "'�} _ r.. •-" a...... -...� . I� �Pv. � �- i ( �IZG Hove �"' � - �`�' �•�.i. �S �,L � � � :/'+•may►.-, .. .. .. a ' .. ..- -. . . :.Lr;atte+.l.-,-.+Dhlaw'4> rGyu•,a ,tiar. ••,q! �c�7A °•"^ .... ., ..,+aea,:•e9„+�A+i,rv,.:.r .aU� - «:,�:�h,;t8 x,,,.v �:..,y(; - •,R:.,r-"Ilt'> ' IAflaf► � t ET(WANDA r5 61 AVENUE SIDEWALK'PER CIVIL E EER'S PLANS �S 1 — li• r •. cIS- � 1 SIDEWALK PER CIVIL ENGINEER'S PLANS' ' 1 �q - LAW/ AI� f\L, ` ACCESS ROAD PER CIVIL ENGIN 'S PLAN f • _ .._. ter,. •�r•w•w•h+.•w•r .•e•w••• •s.e•er.•swr....,awo••rw+ ,.•«w..r•.,•+r�.•..r ....+.n�...,.,-...• S5 ` 6 -T 8 49 S V ' 34 37 71 42 36 41 71 70 69 61? = 5 E 51 TIWANDA PARKWAY 32 4 72 67 314v • 06 / 30T �ykSr,reu j 73 86 1< X29 �0 .101 10099 9E __ 1 IQ2 4 74 194 a7 65 I 15 5S 27 ��103 111 97 75 a3 08 / R. 56 26 100 0, 1121) `• 116 96 76 9? iJ 89 163 57 25 117 95 77 B! =r — 162 21 its ,4 ` 78 0 to r 91 67 3i1 56 23 {07 lOe 104 110 ` 119 93 59 RW&%c4 sT Dt�IrE I+ I C4 Myl•K --�•► 0 • ,22 21 20 19 1B 17 16`5 (}4 ,34121„ IIO 9 e 7 6 ►5 ,, 3 12 1 } NORTH , KEY MAP SCALE: 1"= 20'- 0" 1 � RETAINING WALL PER NpSCAp F q + JJ D u G IVIL INEER S•SANS = 6 WIDE x 6 D P CONCRETE MOWSTRlP (LIMIT OF CONSTRUCTION) �o SUMIyfR PROJECT WALL PSR SITE IMPROVEMENT PLANS � � � y � s ar- _; r —� Lor v >`Y STAB f 4AC # ' - { f u n•f < (•�• n rf 4 `'✓ 7 - 35 36 IS 6 ,7 B 19 5D 6 X 6 MOW I�' f � ,�, + s-3o ss � T � � � � 13 t OURT n .t ' � • 1. 1 . I .J 4-•�"�• V 71 = 32 � 66 -77- LA30 � _ rn F�F C A�-�F 31` • aKci tO�3 7372 a5 a6 67 53 ' N t fl X 6 ff � l I li 3 ! - 2 I I f / l.-> ,29 �Or 101 10° 99 9i. 1 74 5 _• 1 _ Q e, r . _ `• _...'�.-.,.-..-..�� _ +•r, "�,�-- -.-- .Y_ .-_ - �--�-- - .,+�..< - _ V 10113tt ... _.... r,--`-�,�- ^• .. ' //T/r' /Vj � - [/� i06 1111 f5 77 tt J ,D (62 J51 ALA\ .. } � �„I ' a V. � 79fBC ; • , �� ..- ..__ e>� 1 `. .t � i 2J 107 toe ID4 }10 119 93 7• r or 5 21 2D If 17 _5 I 1 f 6 1 7 _ / -✓, 1 - Q 6W KEY MAP At III . = Q SEE PLANTING NOTES SHEET 10 • ` � L TV SEE DETAILS SHEET 15 Z ° ' T- Z 5 i I - r - 1 r__5 - ,- C E I � W RT N O . H I'' W O R SIDEWALK STORM RM DR Alq _- 20 0c _ 1 `CIVIL ENGINEERS PLANS � nnaw�'�� R 1 Y f t U� B • , t CITY ,. ► is< 1f 1f 1 • DESCRIPTION F REVISION DATE • O E SIGN APPROVED: � 6 i ..MOW TRIP 8 WIDt x 6 DEEP CONCRETE M STRIP SI WALk PER CIVIL ENGINEERS PLANS t _ - - - - -= - - (LIMIT OF CONSTRUCTION) � � � :� �= GROUND COVER ARC HOC) ARCTOSTAPHYLOS HOOKERI 5 GAL 6'O.C. CITY OF RANCHO CUCAMONGA . ► AN IT _. MONT ERERY M ZAN A r I�- SAV �vl CEAMOR CEANOTHUS HORIZONTALIS 5 GAL S'O.C. r CEANOTHUS r <t� ONCRETE SWAIL PER CIVIL ENGINEER'S PL F HEIL NUM HELIANTHEMUM NUMMUTARIUM 1 GAL 7 O.C. TRACT 14139 I I SUNROSE SAGER H UNDER SIDEWALK STORM DRAIN U S • � � �. SFiB11&S: Y1t1ESfESt'ALIE[1S , PER CIVIL ENGINEER'S PLANS � � ' _ ETiWANDA PARKWAY & PASEOS U RT ABE GRA ABELIA GRANDIFLORA 5 GAL S O.C. PAR TRI PARTIIENOCISSt1S TnicusPIDATA S GAL 10'O C. GLOSSY ABELIA BOSTON IVY \ . PLANTING PLAN TIN + 1 DOD PUR DODONAEA VISCOSA 'PURPUREA' 5 GAL 6'O.C. HYDROSEED LAWI! PURPLE HOPSE BUSH ED 8 S • P Hydroseedall areas designated as'LAWN. APPROVED BY a DAT ELA UN SILVER ER PUNGENS 5(iIIL SrO.C. E SILVERBERRYONCRETE SWALE PER CIVIL ENGINEER S PLAN Flv_droSeedMateriat9 �jjwo�_� 4 53 2 9�+NT MATERIALS LIST: CITY ENGINEE _ - RCE NO. 1�v ESC COM ESCALLONIA 'COMPAKTA' 5 GAL 5'O.C. o -_ _ 1. Seed mix shall be Bonsai Dwarf Fescue, speed at 100/a Bonsai as supplied by DESIGN - -- -- R E C�M M E N DE D IgEES. S� SPACING- ESCALLONIA Stpver Seed Company(213)626-9668, at a rate of 10-11 lbs.per 1,000 square f NOTE LAV ANG LAVANDULA ANGUSTIFOLIA 5 GAL T O.C. ji f w ALL PLANTER AREAS SHALL BE MULCHED WITH 4•WOOD CHIP MULCH ASCER OCC CERCIS OCCIDENTALIS 15 GAL 20'O.C. , ENGLISH LAVENDER 2. Wood Cellulose Fiber shall be'Conweb Mulching Fiber. SUPPLIED By WESTERN REDBUD Use 2,000 Els. d wei hl (dry 9 1 Per acre. RAP CLA RAPHIOLEPIS INDICA•CLARA' 5GAL 4'O.C. DRAW ttN I ORSUWSUMMERS & MURPHY, INC. SHE E i BI tIF itIDBON flu[Is[ SIIPPI IES,INC LIO P.A. LIQUIAMERICAN A N S STYRACIFLLIA PALO ALTO' 15 GAL 15 O.C. INDIAN HAWTHORN 3. Fertilizer shall be 500 lbs.ol'Gro Power Plus'and 1425 N SAN I IAGO Bt VD AMERICAN SWEET GUM 500 Ibs.'Gro Power Controlled Release'per acre. / I II {{//��� •.vt •,m S AIJ n•.n I II T[ n,olra: v + nn, en 41;z. V f�lf` IANf)S(:Al`F ARCHITECTS 11 16 OITANGE,CA 92669 r PN CAN PINUS CANARIENSIS 15 GAL 25'MIN O.C. XYL COM XYLOSMA CONGESTUM 'COMPACTA' 5 GAL 5'O.C. -14TH: �� (714) 6133GG6 SHINY 1 ----- ----- UNDER SIDEWALK STORM DRAIN PER CIVIL ENGINEERS PLANS CANARY ISLAND PINE Additional ammendments may be required for soil preparAon and CHECKED DRAwiN a NO RAP BAL hydroseed maledals based upon scil agronomy rcpert(by developer). GRADNG OPERATIONS SHALL ACCOMMODATE 4"SHREDDED M /' �nB n17 f 4 �� ULCH 1 C/�1 Nn n::,a;: ,: : ti DATE rlt[ NO _— SHEEP NO. ,p']OF J - 1 } dry PROJECT WALL PER SITE IMPROVEMENT PLANS f 3 RETAINING WALL PER CIVIL ENGINEER'S PLANS F ` 8" WIDE x 6" DEEP CONCRETE MOWSTRIP73 (LIMIT OF CONSTRUCTION) - f 1` �J Vi y 5 UNDER SIDEWALK STORM DRAIN PER CIVIL ENGINEER'S PLANS . 85 C-� U .7 LAV ��•- Q20' DRAINAGE EASMENT *tom w � ';f ,�- r ,: -_- � .� ---:•� , ..`� - _ _ ' �• 8" X 6" MOW STRIP ... _ 1 _ ' OT1W � f r _ 0 - r f �rJ ) 1 ` : f ! 1. ( s � I D C/, � J" `8„ X 6" MOW STRIP i � � W i• tt TE MOWS TRIP � 3 � � � 81f (LIMIT +QF<Cb TRIC ION) CHEYENNE4 ' 4. A�'C-OURT UNDER SIDEWALK STORIIA DR IN PER CIVIL ENGINEER'S PLANS C1 I CONCRETE SWALE PER CIL ENGINEERS PLAN . SIDEW�kK PER CIVIL ENGINEERS PLANSmftw \ 1 `J e 3 V r` OT W I 5 i i - ..u.n.•rorw .oe.+....w 1� .4 \ / 33�` 3t i3 42 .� 32 I 70 ji! Gi Si 1 s 31` 40 72 i7 .. -3t 'S b �Kl,ty 2 73 u •i = 33 t •27 .0 101 I00 79 'a •i S+ 1 t '7 26 1 c 7. !i. t! 27 7.�103 Ili IS t .. a 7 -SS 113 73 (U t I4 • 2i 0♦ Ili 23 Ili �• IQ Iv i el69i3 losI1 77 _: • 37 I t 24 II 93 9+ •0 71 Iii I La 23 lo7 Ios Io! IIa 7I r I 93 NORTH I, . 7, 72 , s Atieraccisr •e..e, • /' �-_ „ 7 ". Is 17 1a113f)e I13112 Ill �to I I SCALE: = 20 0t 7 i ;3 ,. KEY MAP SEE PLANTING NOTES SHEET 10 - - SEE DETAILS SHEET 15 PANT MATERIALS LIST: TREES. SIZE SPACING: YMESIESMLIERS: CER OCC CERCIS OCCIDENTALIS 15 GAL 20'O.C. PAn 1nl PAnTI IENOCISSUS 1nlCUSPIDATA 5 GAL 1010.0. WESTERN REDBUD B0S10N IVY LIO P-A. LIQUIDAM BAR STYRACIFLUA'PALO ALTO' 1S GAL 15 O.C. AMERICAN SWEET GUM PIN CAN PINUS CANARIENSIS I 15 GAL 25 MtN O.C. NOTE: ' CANARY ISLAND PINE 1 ALL PLANTER AREAS SHALL BE MULCHED WITH 4•WOOD CHIP MULCH AS SUPPLIED BY. SHRUBS. BLUP n.1UP011 NUT1SEnY SUPPLIES,INC. CITY 1425 N.SAN IIAGOBt.VD. DESCRIPTION OF REVISION DATE APPROVED: ABE GRA ABELIA GRANDIFLORA 5 GAL 5'O.C. OnANGE,CA. 925r.9 GLbSSY ABELIA (71�) P f9 3grg DOD PUR DODONAEA VISCOSA 'PURPUREA' 5 GAL f;O.C. GRADING OPERATIONS SHALL ACCOMMODATE 4"SHREDDED MULCH. CITY OF RANCHO C U CA M O N G A PURPLE HOPSEED BUSH ELA PUN ELAEAGNUS PUNGENS S GAL 6'O.C. SILVERBERRY ESC COM ESCALLONIA CQMPAI(TA' S GAL 5'O.C. ESCALLONIA TRACT 14139 LAV ANG LAVANDULA ANGUSTIFOLIA 5 GAL 10C, ENGLISH LAVENDER ti1LQEQSEEIIl.AETIWANDA PARKWAY & PASEOS • 1Y[f RAP CUA RAPHIOLEPIS INDICA'CLARA' S GAL 41 O.C. INDIAN HAWTHORN Hydroseedall areas designated as'LAWN'. PLANTING PLAN XYL COM XYLOSMA CONGESTUM'COMPACTA' 5 GAL 5'O.C. dydroseed Materials.- SHINY aterials SHINY XYLOSMA s 1. Seed mix shall be Bonsai Dwarf Fescue,s ec'd at 100%Bonsai as supplied b NDSCAP • �I�P4-4{O�EPiS IN r>4..,% C�a1... 3 dG Stover Seed Company(213)62.6-9668, at a rate of 10-11 lbs. per 1,000 square fee �P APPROVED BY • • DATE �'''>4.4 �'� �� S�MMEA 9c CITY ENGINEER RCE NO. 24 53 GROUND COVER: I F-+DVal-I 1•+✓�-1.atr�•4C�t�,� L 2. Wood Cellulose Fiber shall be'Cornveb Mulching Fiber. � � '7 y Use 2,000 Pis.(dry weight)per acre. (V� �� I �� Of ARC HOO ARCTOSTAPHYLOS HOOKERI 5 GAL (i O.C. V m DE S I G N R E C 0 M M E N Df 0 MONTERERY MANZANITA 3. Fertilizer shall be 500 lbs.of'Gro Power Plus'and J Z & I I�l w AN� 500 bs.'Gro Power Controlled Release'per acre. y V M111 CEA NOR CEANOTHUS HORIZONTALIS S GAL 5'O.C. Is,,,l,,, - CEANOTHUS NOTE: DRAWN FC)RSUM/SUMMEKS ,� MURPI IY, INC. SHf E T Additional ammendmentsmayberequired for Boll preparetfonand apu�. I I �j ,elor,RSL r:,/SgaI 7[x�oN„n•»,I cN+•r•ee�7e,n PlelI ee. 85� HEL NUM HELIANTHEMUM NUMMULARIUM 1 GAL 2'0.C- hydroseed materials based upon soil agronomy report(by developer). ` dN SUNROSE ,ca✓�\ �-1 !�1 LANbSC/1f( ARCD 11 Tf C 15 12 Q` V ��(,, OF L1F CHECKED — DRAWING NO C �nR ��nn�E� _ - - 41;7 DATE FILI NO _ SHEET N0. 4 b OF 1 Z 8" WIDE x 6" DEEP CONCRETE MOWSTRIP (LIMIT OF CONSTRUCTION) O jA t. 20 OIv_ Y P :. fiaiJ'Irl. VIP 110 ir. : 'Y r �y/�1 • �`� , �..., - "'!"'"ern, _ .. J'• � ` `/// TT/ t !'f 7 L .�_ f - /• ..^" " ` .or•Hewn•w•..wF+,.t.�.R..+..va....«.++rc-.+...+.� 1M.yy .....w,..,v-. �«.?.._. .�. . ��. �`" t< - ,w. �`' K 1 ` G ,z VIDGECREST DRIVE 18 8" WIDE x 6"-DEEP CONCRETE MOWS P u (LIMIT OF CONSTRUCTION) y,.� I At�� ,r,�� 1 .. .-.4.. .. �� ., c -,-- -�•1�...'rrN. .. . ».�h.�Ilyh,,.......,.........+v..s. ..,.:..w..+w.-.w.,. .`.....,.....ew........«... .,..... .. -.w,Aa.<:..+we�w„�+n„a}w.,: I 0I 00 / `'L�V�+I-I SIDEWALK PER CIVIL ENGI ANS C 0IF / 8" X 6 MOW STRIP 50 oo, 33 � RQ 68 F17� t 37 42 / I — M ✓ } 31 ` 79J8 40 41 72 'I 70 [7 S2 L L l _' �� _ ` 1 tom, a[ 53 / `�� ^'` 'Liz — /� I,•i � /�// / '� �� '00 61 a7 29 +0 101 !9 fe U� r ri 10i `�{ f K °' 112 A• 116 !6 0 7[ a? e9 63 .4i 10/ ����..�y�J-�\' G / )/^� / 106 111 •5 two � 3i SB 23 107 IOe 109 110 ` 119 •3 1 T9 f2 G0 .� S9 . — � ,•.^` ��2 �1- R19+9cL9S oa,vt 4=�4a 9M10i4 21 20 19 is 17 16 I S 1 1 3 12 11 10 m E KEY MAP 1 _ � t _ ^ .v, . .. _ljQ/f/� "" „�, i `\ �w LOT Y AND S CA pF II AV A�lV�1��3 V C � 1� t _ 8" )( 6" MOW STRIP �� //•'��/� � J�` \`1 PROJECT WALL PER SITE IMPROVEMENT PLANS • � _ G� V I� 1 � / M'MNR NOTE: _ 1 . L 6-30-96 i • MOW STRIP REMOVE TEMPORARY LANDSCAPE AND PERFORM WEED ��al 'k ak ' SIDEWALK T ERADICATION PROCEDURES DETERMINED BY CITY K PERICIVIL ENGINEERS PLANS INSPECTOR. i °-~�"'" I �TFOF CA��F Q LOT X CONCRETE SWALE PER CIVIL ENGINEER'S PLAN ' 1fV I�'� fi 3[ 1, 45 ,[ �47 Ia 4! SD ) �cfl�f /y� .• l C, -> 37 - - - PROJECT WALL PER SITE IMPROVEMENT PLANS S2 � • S3 . C z9 �0 .10I 9e 74 s7 _ •, e+ [s ss 1� �. . NORTH ,. 27 2�`,r l03 1 13 14 97 ._ u !8 [4 i 56 --.. 15 SEE PLANTING OTES SHEET 10 I , ' 2i 04 A 116 96 0 76 � J e9 63 v OJECT LIMI �� �� 12 ` 95 2 - 9° I[2 S7 SEE DETAILS 914EET 15 �G �- SCALE: 1 = 20'- 0 8" WIDE x 6" DEEP CONCRETE MOWSTRIP (LIMIT OF CONSTRUCTION) / 23 107 IOe 109 110 ` t 1 9 9J 9' `7e 7f 92 60 59 I ,/ Q1pi9r.ieST p4ltre. �44fa.r 9MIa9 �� M s I PLANT MATERIALS LIST 22 21 2D 19 IB 17 1[ 15 14 13 12 �li 10 ! 1 T 6 5�1 IJ TREESSPACM V CEROCC CERCIS OCCIDEJALIS 15 GAL 20'O.0 II \ %1 KEY MAP WESTERN REDBUD LIO P.A UQUIDAA+IBAR STYRACIFLUA'PALO ALTO' 15 GAL 15`O.C. -- 6" WIDE x 6" DEEP CONCRETE MOWSTRIP AMERICAN SWEET GUM i YINESIESPALIMS (LIMIT OF CONSTRUCTION) PIN CAN PINUS CANARIENSIS 15 GAL 25'MIN O.C. f } CANARY ISLAND PINE PAn TRI PAnTFIEtIOC1SSUS TnICUSPIDATA 5 GAL 10'O.C. BOSTON IVY SHRUBS- UNDER HS UNDER SIDEWALK STORM DRAIN PER CIVIL ENGINEER'S PLANS ABE GRA ABFLIAGRANDtFLORA 5GAL 5'O.C. GLOSSY ABELIA NOTE 1 ALL PLANTER AREAS SHALL BE MULCHED WITH 4-VI CHIP MULCH AS • DOD PUR DODONAEA VISCOSA'PURPUREA' 5 GAL 6'O.0 SUPPLIED BY. PURPLE HOPSEED BUSH Pl Uf nlryLtON NUTTSCRY Sl1Pt•LIFS,INC. 1425 N.SANIIAGO BI-VD. Cil Y ELA PUN ELAEAGNUS PUNGENS 5GAL s'O.C. OnANGE,CA 92ns4 DESCRIPTION OF REVISION DATE APPROVED: i SILVERBERRY (714) R331r.rq • 1 I ' I �. ESC COM EESOALLONIA SCALLONIA COMPAKTA' S GAL 5'O.C. GRADRiC OPERATIONS SHALL ACCOMMODATE 4" CITY OF RANCHO C U CA 0 N G A LAV ANO LAVANDULA ANGUSTIFOLIA 5 GAL TO C. ENGLISH LAVENDER RAP CLA RAvROLEPIS INDICA'CLAR'A'' 5 GAL t'O.C. HYDROSi=ED LAW I I SJ41AN HAWTHORI; Hydroseed all areas designated as UWN'. XYL COM XYLOSMA CONGESTUM'COMPACTA' S GAL s O.C. TRACT 14139 SHINY XYLOSMA I iydroseed Materials t F �:1 3�� 1 Seed mix shall be Bonsai Dwarf Fescue,spec'd at 100%Bonsai as supplied by ETIWANDA PARKWAY & PASEOS }Z� f!o tL 5 INIX.o 5 - I�f7ldr+ •iot.l'f}.pript� Stover Seed Company(213)626-9668,at a rate of 10-11 lbs.per 1,000 square feet. GR°""°°° PLANTING PLAN 2. Wood Cellulose Fiber shall be'Corlweb Mulching Fiber. ARC HOO ARCTOSTAPHYLOS HOOKEM 5 GAL 6'O.C. Use 2,000 lbs.(dry III per acre. MDNTERERY MANZANITA J 3. Fertilizer shall be 500 lbs.of'Gro Por:er Plus'and : +� t • CEA HOR CEANOTHUS HORIZONTALIS 5GAL FD.C. 500tbs.'GrePower Controlled nelease'peracre. APPROVED BY • • • DATE _ CEANOTHUS 140TE: CITY ENGINEER RCE N0. 24953 HEL NUM I HELIANTHEMUM NUMMULARIUM t GAL 2'O.C. Additional ammendments may be required for soil preparation and M EADOW BROO K , SUNROSE hydroseed materials based upon soil agronomy report(by developer). DE SIGN R E C n MME N DE D COURT NORTH oRewN f URSUM/SUMMEKS & MUKf'IiY, INC. SHE E i 18 00 IAI'J'r!)ACI I•'� 1%1,11701)!1l1Aw1(Ai,fY-926711�1AIAAl1— / /I I ANDSCAVE ARCIILTECIS 13 16 SCALE: 11"I 20 - 0 - ---- CHECK 0 !OB #770016 DRAWING NOQ - - __ DATE - - -- - - FILE NO 145- IL SHEET NO.V1 OF 7 Z I L DA ES 165 '� - E S '�•t I '`t 5`-G ScREt N 6 CRE£N f stm R I PROVOC-TWA Ll SL N PLAtJsCTIFICA-� SITE oa , m Pis CTYrI�,•+:. W t'LAjw Zf 2%M'►� S.I AIAX FAD �'ROf'OSED HID 12 v AT LAwN CON TE sloeWA K P6fZ i VAR/ES51y '- . /►1A7L I 3 I M4x 3 �•^- .. UV 1 L. EN!>. P"Oh"S. cOOC EX swM*-r P&R5 MoD• ' IGlvll- EN6INEER's Pt.rh1S p� - I � � a` >�7/?tGl/O!� CU/I/E�If 2�. M/N. j � • ✓fieP/nn 3'1 MAX. { f� ! � •' PRIVATE , PROJECT WALLS PER SITE IMPROVEMENT PLANS t SECTION D—D SECTION A—A �� VEHICLE GATE PER CIVIL ENGINEER"S PLANS LOT "X" (N.T.S.) ETIWANDA AVE. (N.T.S.) "c Q• • I i`E GAN I � ��- � �_� �. ` LOT T X PAVING PER CIVIL ENGINEER'S PLAN VAR S RIES WAu- 1 PeR Srze Plzo��v�c o N Pc-hN SCTYP) I UKIC .. ,,./–�If �•RE��1 /✓ }•' i �� .. ,a _.. _ •.,, s .. -.. .. .-.-, ru.•.w�:A :-.r,••may..-,qr,,.- -. .,-rn, o. WALA-feR- 5 I Pft000(-TIoN ?L**Js(�P•� 3 I MAY 4 2/• MIN. Z f Pa° Pio 5 -' •RIDGECREST DRIVE 1 3.1 MA) • 3:) MAX Go►.►Gf�r6 WArVK I'ER IC(v(L_ fEN6. I-Lf°Tjs 9 G0u41zeC6 wM.K Pett GIVLL_ e.NS. PLA-Ns { ;� L> SIDEWALK PER CIVIL ENGINEEM PLAN SECTION E—E SECTION B—B , LOT "Y" (N.T.S.) LOT "V" (N.T.S.) SEE PLANTING NOTES SHEET 10 8" WIDE x 6" DEEP CONCRETE MOWSTRIP (LIMIT OF CONSTRUCTION) SEE DETAILS SHEET 15 PLANT MATERIALS LIST: 01 !. a, is as sa „ 41 •• a sI mm IHEES: Sly: SSS— 4r 11 ►• 'L ST CER OCC CERCI3 S OCCIDENTALIS 15 GAL 2o'O.C. 0 31,` 4s'�'„+a r !� N •r 13 i WESTERN REDBUD • ^' t.n•,�it �` — •s S. 1• A. 4 — 1 LIO P. LIOUIDAMBAR STYRACIFLUA'PALO ALTO' 15 GAL 1S'O.C. r •4 1O? N 4s AMERICAN SWEET GUM tf t.• 07 "' is •► I's 83 _ f! !L) PM CAN PINUSCANARIENSIS 15 GAL 25 MIN O. 1!1• ��� frits Its •• " r• •t 3 ,s •s_ v !•' CCC CANARY ISLAND PINE f'► ; !t ��IV�TL I VARIX' RIE _ �>ZI V4�T>G LOT T f n / �« rrr •s n •t + to •1 _ 1. fr• fl• a a !• Wl�- � I � � SITE Pf��•cc oN P'�°t1+I S C'C1P•� StlflS1SS. R1f.!•scs•+ro>I f if" tie ` •• t`r • •` i1 •._.-„ c ABE GRA ABEUA GRANDIFLORA 5 GAL S O.C. ��'!'• - SITE PR,D. pch� a 1is �. a �: �� fa • s CTv1c.At GLOSSY ABELIA �zt tr z• �• �• �� _1 - - - DOD PUR DODONAEA VISCOSA 'PURPUREA, 5 GAL 6'O.C. . I M PURPLE HOPSEEO BUSH KEY M A P _ ELA PUN ELAEAGNUS PUNGENS S GAL 6'O.C. fry 3 1 M4x SILVERBERRY PhvED ACL4S5, P R?tt Z• MIN• I Z ' ESC COM ESCALLONIA 'COMPAKTA' S GALS O.C. PER GVIL, sNGIM91 kf pc./1n1s / )< - ESCALLONIA rj'�/° nA LAV ANG LAVANDULA LAVENDER ANGUSTIFOLIA S GAL 3'0,C. C: PCe6TE SIpEwAt4,' PeR C✓ONC*-eTE LK PE WAR u v1 I_ ENG+N E E+R S P c vs Uel cL_ F-06• P0NO-S RAP CLA RAPHIOLEPIS INDICA*CUM' S GAL 4'D.C. INDIAN HAWTHORN GONGREC� �� DESCRIPTION OF REVISION DATE APCITY PROVED: XYL COM XYLOSMA CONGESTUM'COMPACTA' S GAL S O.C. SHINY XYLOSMA SECTION F — F SECTION C—C AGROUND Ca�R CITY OF RANCHO CUCAMONGA ARC HOO ARCTOSTAPHYLOS HOOKERI 5 GAL 5'O.C. MONTERERY MANZANITA LOT T (N.T.S.) LOT "W" (N.T.S.) CEAHOR CEANOTHUS HORIZONTALIS SGAL SG.C. CEANOTHUS NORTH TRACT 14139 HEL NUM HEUANTHEMUM NUMMULARIUM 1 GAL r O.C. SUNROSE SCALE: CHL E• l��__ f)� ETI WA NQA PARKWAY & PAS EOS n A A O�_O�� YINESrESPALIEDS PAR Till PAJi111ENOCISSUS TRICLISPIDATA 5GAL 10'0C. �P�DSCAPF SOS ION IVY • • V• s �O S�MMF y APPROVED 8Y: QATE' CITY ENGINEER • RC.E NO. 2495 NOTE: DESIGN __ :- RECOMMENDED J = —I w�f� ALL PLANTER AREAS SHALL BE MULCHED WITH 4'WOOD CHIP MULCH AS J BF Fro SUPPLIED BY. - -ung BL LIE RIBBON 11011SEI1Y SUP[L IES,INC "0-96 1425N.SANIIAGOBtVD * * DRAWN FORSUM/SUMMERS & MURPHY, INC. SHEET ORANGE.CA, 92669 P I �f +w`t iAti.« nvA.tm 71Y)n11A.a1[N. WY 976) PIAIAA71AAh (714) 633 3GG6t» \ V�1� 14 OF 16 J` IANI)SUI'E AR( GRADING OPERATIONS SHALL ACCOWAODATE 4" INCH. TE OF C A�-1�0 CHECKED )OR # OR #7 7 n n 16 �R A W I N Ge NO QQ f 1 DATE FILE NO 14FJ4�` L-. SHLL1 NO.)o OF I- �y 7-7 ' N NOTE: NOTES. PLANTING G TABLET SCHEDULE PLANT MATERIALS _ x . - 1 REMOVE NURSERY STAKES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER �� 2 STAKES PARA`EO BE PLUMS AND L. FROM HOSE. DO NOT CRACK ROOT BALL. }. STAKE TREE'PERPENDICULAR GRD-POidER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS TO PREVAILING WIND. N 1 GALLON CONTAINER RECEIVES. . . . . . . . . . . . . 2-3 TABLETS PLANT MATERIALS LIS1: `J TOP OF ROOTBALL TO EXTEND 2- ' 3 GALLON CONTAINER RECEIVES 3-6 TABLETS W E . . . . . . . . . . . . . IQEE�: ABOVE FINISH GRADE � y�1ZE, ,SP11.ClI�G; ORIGINAL GRADE �i ,P\�G NATIVE BACKFILL WITH NO ROCKS 5 GALLON CONTAINER RECEIVES . . . . . . . . . . . . . 6-9 TABLETS _I GREATER THAN 3- DIAMETER. S Q p —I I= 3' BERM TIGHTLY COMPACTED IN 41I LA`(eR OF WOOP C+4 f �J Q CER OCC CERCIS OCCIDENTALIS 15 GAL 20' O.C. PLACE TO FORM WATERING BASIN. TOP TIE To BE PLACED AS 7 GALLON CONTAINER RECEIVES. . . . . . . . . . . . . 8 WESTERNREDBUD I"�iI«t' LOW AS POSSIBLE ON THE -10 TABLETS --I II= III-- TRUNK 70 ALLOW FOR WINOFLETOP OF STAKES BELOW _ NOT SO of THE TREE. BUT HEAD OF TREE WHERE LIO P.A. LIOUIDAMBAR STYRACIFLUA 'PALO ALTO' 15 GAL 15'O.C. �pr pFrC,Au -�O NOT so Low As ro LOSE 10 GALLON CONTAINER RECEIVES. . . . . . . . . . . . 10-12 TABLETS _ SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. - AMERICAN SWEET GUM —I (I I—I I II _ I � THE HEAD TO DROPMAIN TRUNK -III — _ �1 , t-li (2) SETS OF CINCH TIE$ SPACED 24_ 15 GALLON CONTAINER RECEIVES. . . . . . . . . . . . 12-15 TABLETS PIN CAN PINUS CANAMENSIS 15 GAL 25'MINO.C. ROOT BALL APART, ATTACH WITH GALVANIZED =I III—I SCREWS TO B' LODGE POLES. CANARY ISLAND PINE .III _ _ _ _ _ _ — 2- DI LODGE POLE PINE STAKES20 - 24 BOX RECEIVES. . . . . . . . . . . . . . . . 14-16 TABLETS A. L 0 _ 12- MAX. WITH WOOD PRESERVATIVE STAIN, —_— PUNT PIT TO BE (2) TIMES THE BERM TO FORM DEPRESSED DRIVE A MINIMUM OF 6" INTO SHRUBS: -III=III=III-III—III=III=III—III— WIDTH OF THE ROOT BALL • WATERING BASIN UNDISTURBED SOIL AND POSITION 30 " BOX RECEIVES. . . . . . . . . . . . . . . . 16-18 TAELETS I=III—III=)I I=I 10 II=I I I—III—III ' I 1 I� I � � ARBOR GUARD STAKES IN IN ROOT BALL.REAS AND ORA 5GAL 5 O c III=III=II�IIMII=III=III=III= � �_ B RECEIVES. . . . . . . . . . . . . . . 18-20 ABLE ABEGRA _ _ _ _ _ _ T T S ABELIA GRANDIFL _ FRONT YARDS 36 " OX GLOSSY ABELIA — t *IIiI,,� I—III--III—III—III—III i I—III—III _ TOP OF ROOTBALL TO EXTEND 2" - ' _ I ABOVE FINISH GRADE. L . _=4 it .I I'i—III—I I'I—I 1 1=1 11=III 11=1 I I— I� TIGHTLY COMPACTED 3- BERM TO FORM BOX RECEIVES. . . . . . . . . . . . . . . . 20-2 2 TABLETS DOD PUR DODONAFA VISCOSA 'PURPUREA' 5 GAL 6'O.C. - WATERING BASIN FOR RESIDENTIAL AND PURPLE HOPSEED BUSH ttiyl [ GROUND COVER INSTALLATIONS. LOCATE 48 " BOX RECEIVES. . . . . . . . . . . . . . . .72-24 TABLETS iI1� Til I'•II OUTSIDE OF PLANT PIT. BERMS IN TURF urIoISTUaeEo NATIVE SOIL E' AREAS TO BE REMOVED PRIOR To CITY ELA PUN ELAEAGNUS PUNGENS 5GAL 6'O.C. E �I11'r ILII F "III BACKFILL MIX S L(A F �� ACCEPTANCE. �'�j 7 3' 60" BOX RECEIVES . TAELETS SILVERBERRY ` t ,� CONTAINER PLANT ROOT BALL XA�A LARGER SIZES : FOR EACH 1 /2 " CALIPER USE: 3-4 TAELETSESC COM ESCALLONIA 'COMPAKTA' 5GAL 5'O.C. II E 3 it F - — - = — NOTES: —PLANT PtT TO BE (2) TIMES THE =III=III= i�i /i�\ \=III=III ESCALLONIA I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE WIDTH OF THE ROOT BALL jOFROOT BALL DO NOT CRACK ROOT BALLLAV ANG LAVANDULA ANGUSTIFOLIA 5 GAL TO.C. r ✓��/ NATIVE BACKFILL WITH No ENGLISH LAVENDERNATIVE SOIL L111D1 II- \//\/\/�// ROCKS GREATER THAN Jr DIA. _-_ ` ` ` ` ` III_I PLANTING LEGEND RAP CLA RAPtItOLtrla INDICA 'CLARA' S GAL 4'O.C. 11=111 CONCRETE SPECIFR'ATIONS Guarantees begin after the project acceptance by City and at the end of the 180-day B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, 6.06 Selective Herbicides maintenance period. Landscape Contractor shall replace and plant all materials which have vigorous,free from plant disease,insect pests,or their eggs,and shall have healthy,normal P.AR l_I-(--; _R-A1_ died within the time span stated above, at no cost and within 5 days from receiving written root systems, well-filling their container,buy not to the point of being root bound. Plants Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the fest notice from the Landscape Architect or City. It'dead material is not replaced and planted shall not be pruned at anytime,and in no case shall trees be topped. Control Advisor) 1.01 Description within the 5 day period, City may replace dead material with new material and charge the Landscape Contractor for all expenses incurred. C. Trees and shrubs shall be growing at a recognized nursery in accordance with good 6.07 Weed Eradication: For conc•rctc infiamation refer to the Standard Specifications for Public Works Construction(Green horticulture practices and shall be of the size and caliper normally associated with the (took: FAIlion per the City of Rancho Cucamonga). Refer to Sections 4,201, 303,and 400,as well B. Construction Materials: I he contractor shall guarantee all workmanship and materials for container size specified on plans. Removal of all tags, labels, nursery stakes and ties from If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting as ;nn mhe•r sections related to the installation, per and post installation ofconerete work,materials, al site development, fora period of one year from date of final acceptance of project. all plant material prohibited until the approval of the Landscape Architect or City. areas will require control prior to removal, spray these areas per Pest Control Advisor's labor, and clean-up. I he Standard Specifications for Public Works Construction is available from: recommendations. 1.08 Material and Labor Releases: 1). All plant material delivered to the site showing signs of damage or disease or is insufficient III hiiilding News in sire to Carr\ out the intent ol'the planting plan will not accepted and will he replaced ;!t A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious 1055 ()vci land Avenue Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and ' Contractor's expense. materials fion, planting areas. Los Angeles, CA 90014 (I I(►) ?112-7775 materials releases for all work performed under Site Development. � � 1-. Sizes of Plant - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon,and 15- 1110" lu•+br(IdL.n, kill ;,II weeds Kale('I hoc oft all dead %\cckl` to .I drp! 1.02 Scope 1.09 Disposal and Clean-up: gallon) shall have been grown in containers for at least one(1)year, but not over two(2) !.,, the . , I I'h� n;+ll� rrnn,�e all (\reds Iron+ +h,• ,,t�• 1 years. Remove all waste materials(including excavated material classified as unacceptable soil material) I'nit l 7 - I:A?�l_);l �I'I NIAIN I I \AN('I Furnish and install all concrete work complete as indicated on the drawings or as specified, trash and debris generated or encountered during the course of landscape construction,and legally F. Substitutions - Substitutions for indicated plant material will be permitted provided the including, but not limited to the following: dispose of it. During the course of the work, remove surplus materials from the site and leave substitute materials are approved in advance by the City,and are made at no additional cost 7.01 Scope of Work: A. Furnish and set all reinforcing steel,bolts,and anchors. premises in a neat and clean condition. Clean up and remove all remaining debris and surplus to the City. Except for authorized variations,all substitute plant materials shall conform to materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned the requirements of these specifications. Provide all materials, labor and equipment necessary fir, or incidental to. pci f'Ormino all B. Install all items required b other trades which arc to be cast into concrete. upon the request of the inspector. maintenance requirements as reasonably implied or as delineated in the specifications including hilt q y G. Plants Not Approved oved - Plants not approved are to be removed from site immediately and not limited to the following: PART 2 -EXECUTION replaced with suitable plants. The City reserves the right to reject entire lots of plants C. Concrete mow strips, footings for walls, fencing,posts,benches,etc., where applicable. represented by defected samples. Maintain all plants and planted areas 2.01 Protection: Keep planted areas free of weeds and debris. 1.03 Protection Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be H. Stake all trees,as per details immediately after planting to prevent wind damage. Prune trees and shrubs. All finished concrete cork shall be barricaded to pedestrian traffic for three(3)days. Barricade shall allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable Fertilized all plants and planted areas material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first irrigation. be placed imediately after concrete finishing. Contractor shall furnish,place and remove all of his established and allow at least 7 calendar days prior to installation of said lawns or ground Insecticide spraying own barricades. Contractor shall be responsible for any damage to new construction and wood chips or other suitable material until planting. cover to provide for thorough watering of trees. All planting holes shall be excavated as replacement or repair of the work shall be made without added cost to the City. 2.02 Installation: defined on appropriate details. 702 Fertilizers 1.04 Clcan-up 4.03 Soil Amendments: 5-,- � > Detailed layout of plants within the planting areas shall be performed by Contractor and approved . A. Commercial fertilizers with an analysis of. 1-(iro-1 ower ]']its, and 1_ ti f, Gro-Power b the Landscape Architect and Cit prior to planting. ('onUollyd l:clease Nitrogen,as desi,�natrd herein,or approved substitute as reyuirrd by the I tpon completion of all concrete work and before final acceptance,the Contractor shall remove all Y P Y P P g• Soil amendments shall be as recommended in the Agronomic soils report Agronomic soils report Available from (;I-(, I'o%ccr (90<>) Zc►1-174-� tools, surplus materials,apparatus,debris,etc. from the site and the site shall be left in a clean,neat condition acceptable to the City. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: 4.04 Trees Stakes: I3 ArrlI1l,MIIll 11 Sull;ttc (iranulai Illi ill con:;;uun,, n," less than I"l, lilt+,,,en ,+lid 2.1'.'„ sulf,ui PLANTING SPEICIFICATIONS and shall be roistered as an agricultural mince. \\itit the Slate Deparunent ol'Agriculture in Native,On-Site Soil with rock no greater than 3" in diameter Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further compliance N\ith Article 2 - "I'crtilizer '�1aterials." Section 1010 of the :1,Iricultural Code. P/11t:1__1__QUN_K-A-1, Gro Power Plus,5-3-1 15 Ibs/cy information. Iron Sulfate 2 Ibs/cy 7.03 General: 1 01 Scope of Work PART 5-GROUND COVER AND BEDDING PLANTS (To be used for bidding purposes only,verify with Agronomic Soils Test.) Maintenance shall start immediately after landscape irrigation and planting. Contractor shall provide all materials, labor and equipment incidental to and necessary for5.01 Scope of Work: completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the After backfilling, construct a 3" earthen berm to form watering basin around each plant,to allow Maintain all plants and planted areas on a continuous basis as they are installed during the progress Spccilications as fi,llo�y�. thorough water-in and establishment. Provide all materials and equipment and perform all work necessary for and incidental to installing of the work. ;+nd continue to maintain them until final acceptance of total project Replace any dead all ground cover and bedding plants,as shown on plans,as reasonably implied,or delineated in the or dying plants as directed by the Landscape Architect and City representative. 1.02 Standards: I'rior to installation of turf and ground cover, remove water basins from around trees and shrubs specifications. Bemis m turn areas to be removed prior to('ity acceptance. A. Irrrf-;+tion: Operate irrigation system on an established program to maintain all plants and All work and materials shall comply with governing codes,safety orders,standards,and regulations, 5.02 Bedding Plants: planted areas rn a healthy condition Irrigation system run-off shall be kept to a minimum. and meet the minimum requirements of the Standard Specifications For Public Works Construction PART 3 SOIL PREPARATION AND FINISH ;IZAI�iNG Daimwc to irrivation system resulting from maintenance and equipment ;,nd!or maintenance (Green Book) Latest Edition. Perennials and Annuals: Provide healthy container grown plants from a recognized nurser , and of petsonnel,shall he restored to its original condition at no cost to the City. Failure of any part the species and variety shown oil plans. of the irrigation system shall be brought to the attention of the City. No repairs other than 1.03 Quality Assurance: 3.01 Scope of Work: emcii,ency repairs shall be accomplished without written permission Iron) the City • 5.03 Ground Cover: A. All Contractors performing Site Development work,must be licensed in accordance with the A. Provide all materials and equipment,and perform all work necessary for and incidental to 13. Weed Control Kccp all planted areas lice o1 weeds and dchris 1)1 culIl\,Bill, it laws of the State of California. the soil preparation and finish grading of all planting and lawn areas as shown on plans,as Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be into\als not t,) (-geed 10 calendar days reasonably implied,or as delineated in the specifications. established and well rooted in flats or similar containers. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors the c onuak.toi 111,1\ rick i i„ Ikliwk „-u„ and Material Suppliers expected to be employed during the course of construction. B. Furnishing,placement and grading,of topsoil for backfilling of planters if required. 5.04 Mulch: approved herhicrdr pn,i,r;uu C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, C. Cleaning and finish grading of planters areas and planting areas. Mulch: Shall be of compacted wood chip fiber. C. fest Control: Spray all plants and planted areas at bcginnm,(of inaintcnance program and during entire course of the Construction Contract. The amount of insurance shall be as may become necessary thereafter by an approved method of pest control,to keep all plants determined by City. 3.02 Topsoil: 5.05 Coordination: and planted areas free o1 insects and disease. Method shall lie reviewed by the City prior !o A. Do not have tants delivered to the job site until site conditions are read for planting. tiny applications. fest ('ontrul shall include<;c��her c��htr�,l. D. Prior to start of site development work,the Contractor shall notify the Landscape Architect A. Existing on-site soils listed as'acceptable' under'Site Grading'specification. P J Y P g• If and City to give starting and completion dates. Contractor shall also supply the Landscape planting is delayed,keep plant roots moist and place in a sheltered location protected from p. Pruning: Prune all plants as designated and directed by Landscape Architect, at start o1 Architect and City with the name and telephone number of the person in charge of the work. B. Topsoil imported to site for use as fill, backfill ire planters and mounding, shall be sandy the sun, wind and other damaging elements. maintenance program and continue to prune plants as directed or as may become necessary textured. Silt plus clay content of this soil shall be no greater than 15% by weight. The until the cnd of the maintcnancc program. 1.04 Responsibilities and Coordination: boron content of this soil shall be no greater than 1 part per million as measured on the B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to saturation extract. The sodium absorption ratio(SAR)shall not exceed 3.0 rnillimohos per bedding plants and ground cover planting. Remove trash weekly. Ldgc ground cover to keep in hounds and trim top growth as A. Permits: The Contractor shall obtain and pay for all permits and inspections required by centimeter at 25 C. in order to ensure conformance, samples of the imported soil shall be 5.06 Installation: necessary to achieve and oyciall cycn appearance FNterminate gophers and moles; repair governing authorities for the work to be performed. submitted to an agronomic soils testing laboratory, approved by the project Landscape damage. Architect for analysis prior to use. Result of testing to be delivered to City for approval. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on Soil test to include analysis and recommendations. Plant ground cover and bedding plants in moist soil and space as indicated on plans. PARS_g - ACCEPTANCE OF PROJF('T the plans at the site prior to commencement of any work under this contract. The Contractor Each pant shall be planted with its proportionate amount of soil so as to minimize root disturbance. shall verify the location and depth of all underground utilities prior to start of work. 3.03 Soil Amendments: 8.01 <;eneral: Soil moisture shall be such that soil does not crumble when removing plants from container. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report famished I Ipon completion of installation, a maintenance period of it minimum of 180 da\s for all landscaped areas temporary utilities such as water, electrical power and gas as required by him for the by the Contractor Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface is required prior to final acceptance u1 the work hN the City. The Conunrnrenu•nt date for the maintcnancc construction of the project. Temporary services shall be coordinated with the City and other drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is period stealI commence upon written appio\al fir al phases of planting imtalkation b\ the('ity I'uhlic Works contractors on the job site. 3.04 Soil Preparation: established. Watering shall begin immediately after mulching. (Grading shall accommodate the . Inspector. Maintenance period shall be adequate to verify plant characteristics and cstahlishmcnt. mulch) D. Survey,Reference Points,and Elevations: The Contractor is responsible for establishing all All work on irrigation system shall be complete and inspected for recommended approval and,fine A. Two inspections shall be made that affect the establishment period. filefirst alter all surveys, reference points and elevations required by him, and shown on plans for proper grading completed,prior to rototilling and prior to soil amendment work. 5.07 Protection: plantings have been completely installed in order to approve the beginning of the execution of site construction. establishment period,and the second at the end of the cstahhshn+cnt period. I1'plantings arc After rough grades have been established, prepare all lawn and planting areas by tilling or cross Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. not acceptable at the end of tlic 180 day period,due to dC1cCtl\T nu+intenancc, then continue 1,-. The Contractor is reslxonsible for all temporary traffic barriers and detours required ripping to a depth of 12". Apply ,spread,and rototil in all soil amendments as recommended to a establishment until all work meets with the Specifications and can be approved. by him for the construction of the proicci. All temporary traffic barriers and detours shall depth of 6". Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" PART 6-WEED ABATEMENT conform to all conditions required by the City or governing authorities. to 6" the following for each 1,000 square feet of planting area: B. At termination of establishment period all plant material shall be live, healthy, undamaged, 6.01 Scope of Work: and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory 1.05 Defective and Unauthorized Work: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. condition before final acceptance of work will be made. All areas shall be neatly raked and ,anor Provide all material, equipment, labnecessary to perform all work as indicated on plans,as 200 lbs. of 1 Gro- ower or approved equal. free of weeds. reasonably implied,and as delineated in the specifications. All work which is determined by inspection to be defective in its construction or deficient in any of the requirements of the plans and specifications,shall be remedied or removed,and replaced by the The above soil conditioning arc minimal qualities only and should be used only for bidding purpose, Contractor at his own expense in a manner acceptable to the Landscape Architect and City. because soil conditions may change drastically from the time these specifications were developed 6.02 Quality Assurance: to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own 1.06 inspections: soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be A. The Applicator of all weed control materials shall be licensed by the State of l:alrtor nra as conducted by an approved Agronomic soils testing laboratory approved by the project Landscape a Pest Control Operator and a Pest Control Advisor m addition to any subcontractor licenses The Contractor shall arrange for inspections by notifying the Landscape Architect, City and• Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. that are required. governing authorities,24 hours prior to time of inspection,unless otherwise noted. Inspections shall B. All materials and methods must conform to Federal, State,and Local Regulations. be as listed below, but not necessarily in this order. Only the inspection pertaining to the project 3.05 Finish Grading: scope of work will apply: 6.03 Submittal: After rototilling operations are complete, grade areas to establish finish grades for planting. All• CITY Rough Grading. flow lines shall be maintained and proper tolerances shall be met after settlement at the end of the Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the DESCRIPTION OF REVISION DATE APPROVED Drain Lines and Catch Basins. Project maintenance period. Landscape Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected oCITY OF RANCHO C UCA MONGA Irrigations(main line pressure,coverage& system operations test). n the site, as supplied by the Pest Control Soil Preparation and Finish Grading. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and Plant Material(delivery&placement). City data to demonstrate the compatibility of the weed control materials and methods with the Substantial Completion Inspection(at completion of landscape improvements)-7 Days. 3.06 Coordination: intended planting and seed varieties present. Final Inspection(after maintenance period)- 7 days. TRACT 1413 9 Weed abatement work shall be coordinated with the installation of the irrigation system rototilling 6.04 Responsibility and Coordination: The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City and-soil amendment work,and planting. (See Weed Abatement section). ETIWANDA PARKWAY PASEOS A minimum of seven(7)days prior to the beginning work. A. Landscape Contractor is responsible for the erection of all signs and barriers required to PART 4 - TREES AND SHRUBS prevent intrusion into the treated areas and to notify the public. PLANTING NOTES 1.07 Guaranties: ' 4.01 Scope of Work: B. No material or methods shall affect the landscape planting or hydroseed germination. No PNQSCApE _ A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn shall be guaranteed . material or method shall render the job site unusable for more than 10 days from date of ��- 'qiQ APPROVED BY • • DATE �. c,UMME c from date of final acceptance of landscape construction for periods as follows: Provide all material,equipment,and labor necessary to install all trees and shrubs as shown on plans, application. 9S 24953 P P P .� �, CITY ENGINEER4RCE NO as reasonably implied and as delineated in the specifications. 4i �� �� � O n _ 1 Trees 24" box&larger 1 year 6.05 Non-Selective Herbicides: DESIGN RFS Mut NDfo.�U.r S � � , Trees 15 gal. &smaller 1 year 4.02 Products 1;'1 A. Nomenclature-Plant names indicated on the drawings conform the"Standard Plant Names" Non-selective contact herbicide and/or non-selective systemic herbicides as recommended by the -- Shrubs All sizes 120 days g Y ( 6-30-96 FA1►N i r +I".1 ",I '.I 'r\tr.tl I x.11 'I'i'i i'o I�J( Ground Cover 120 days established by the American Joint Committee on Horticulture. Except for names covered Pest Control Advisor) 74 , p Bedding Plant 120 days therein,the established custom of the nursery is followed. tf'J, o.,. �� ✓ r A,„, ,., NJ" ,„ ,. 16 or 16 Lawn(sod) 120 days Lawn(seed) 120 days from first mowing 'C OF CA�- c►+E C f DpAw,MG w0 - �nR 1i77f1(11�. IPAtt r r h^ SHEET NO.72-OF 7 Z