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HomeMy WebLinkAbout2290-L <. BENCHMARK: 10051: 1300.686 24'EAST OF L ETIWANDA AVENUE AND 40'NORTH OF L BASELINE BRASS BENCH DISC IN TOP OF NE END OF 4'X12' CONCRETE BOX CULVERT. 7 PROJECT SQUARE FOOTAGE APPLICANT CONSULTANTS RICHMOND AMERICAN HOMES ARCHITECT CIVIL ENGINEER 5171 CALIFORNIA AVE., STE. 120 WILLIAM HEZMALHALCH ARCHITECTS, INC. PACIFIC COAST CIVIL, INC. SQUARE FOOTAGE OF LANDSCAPE AREA 29,800 SF. IRVINE, CA 92617 2850 REDHILL AVE., STE. 200 30141 AGOURA RD. STE. 200 SQUARE FOOTAGE OF HARDSCAPE AREA 1,900 SF. PHONE: 949-467-2600 SANTA ANA, CA 92705 AGOURA HILLS, CA 91301 PHONE: 949- 250-0607 PHONE: 818.865.4168 CONTACT: MARK BOWER CONTACT: MATT SAWYER VICINITY MAP . - . SHEET INDEX - ____ - - ------------_: ­...'.... , I 11 � . 1. - ...............- _��... - 11 � . � ...11.11 - 1. � .-.... .1111 I .­ I:-.... ....: . . .. ­ ., I... .........I - -. ....... . - ­ ­.. � - ....''... ..I..'' I � 11 ­­ .. �- � -....­­. ­.:..­:::::,: _ :::.... -........­­...­...,.- I� - ... .1 I I I I ..... ­::, 11 I ­­.­_ . ......: .1 NOTES AND--- LEGENDS­. . . ''I'll' ' . 11. 1.1... I I 1.11.1- I � - I I- , I - . � � �` NOTES W: - 1 .� I 1. 1. N SHEET DESCRIPTION SHT O 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, � � I ' �� ► NOTES11I.- �I I �I I I 11 - I--. - .. MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL1 .1 . L-1 TITLE'SHEET CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED1. R E SSR F �� WATE �` : �' �. � � ' �3� . HEREIN. I I II I I.� ­I ��I �� �.�. � 11I-I.II. .1.1.1 1:1 �II�. -1­1. 1-­. 1­11 �.I BASELINE RD. VICTORIA ARBORS II I I1I1 . 11 .1-. I I I1I IL-2 LMD SLOPE IRRIGATION LAYOUT PLAN 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSEDPItLtNPt ;#, ., PItI PROJECT SITE CONTRACTOR. ", 2 ALL VALE 'SORES MUST SE PUR L.� �'I! ARXEO R CYCLEI" NATER.- TIE C001P�.ETE SOX TOP I SOTTO L-3 IRRIGATION LEGEND, NOTES & CALCS 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE �At< aE �, 1.1. a w CHSRCH L_4 IRRIGATION DETAILS ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UPT. - - - o 3 tri # I` ,� Is Ti Eat. IVAi S, �L �R 1# , t LIwR H n SAPS# RCI+ LIR FOOTHILL BLVD. U L-5 IRRIGATION DETAILS TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. RISER t ST AI ER 'ALL RELATED ECYC E-D �=CATER ATERIAL MU T`�E MARDED `SAG E EOYCLEJD 1ATE 3 T DR04K ON ONE t�E & :N SPANISH ON 'QBE OTHER:SIDE< 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR1. 1.I. ARROW RT. L-6 IRRIGATION DETAILS WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES 4) C MUST INSPECT ALL ECYC. WATER PIPING::BEFORC t CAN a SURIEQ. 1.1 . : 11,11, L-7 IRRIGATION SPECIFICATIONS AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY tRRI 1. I � R T R SMALL S PL -BUILIS 4N I­111.TIO OF1 .IRRI ATION tNST .L.ATION� Q > a L-8 IRRIGATION SPECIFICATIONS a FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF '. , R 00�. DRiK W 15 Z SAID UTILITIES, INCLUDING DELAYS. I 11 = 7 SICK C IDLER T BE, A [ E THREAD-TYPE.& MARKED RECYCLED WATER, � W L-9 LMD SLOPE TREE & VINE LAYOUT PLAN 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT 2 4TH ST. DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL1. 8) QUICK.COUPLERS:MUSS BE 'Us�o � ��� �� ���� ' ��� L-1 D LMD SLOPE SHRUB PLANTING PLAN COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE ��- ° .11 .1. I O'LiO3E at aS -- �N -t- a t �- � �� ���`I . 1��° R . tis 10 OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. 11 t ) RAtx RNLI~ ' ITAI»L- 11 'TSR R� ' A L-11 PLANTING DETAILS E € NQS A E PES �' '' T€ t I fi �%TR'A TRAINS� UPSTREA : BACKFLOW AND ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE LER F� eYCLEO , ATER Tc3I ,R� ; �,� �1` L-12 PLANTING SPECIFICATIONS DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB PRP 11 . T1-11 R SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY 1. t1.1 I1 � 'a .TI 11Et tERLINES! � aTER � tet, 1 -1.111 1. KEY MAP CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS E ' - tANI`1. "� AT THE CONTRACTOR'S RISK AND EXPENSE. t2) `: A.RECYC ED ATE Lt CR SE ,R: €�O�t T �VAIE11. I 1. � � 11:a t 0 AC A�I.M. : R E PIP1. E ` �E . OF PIPE' EXTEND'5FT O� 80TH 1» : DOMESTIC,PIPS. 1 A_'ARD I CRP' I' ppb cod 1= I t A'i 3 ( .A df r To C i AT141 STD DIR % N #402 .111. LEGEND I 'll C€FT >:PAI RTI . . REVISIONS DIAMETER Si SCORE JOINT 4) 'TYRE k CHER €R SRASS.'PIPE`FROM DETER TO JF�T PASS£[ PROPERTY' LAN 'VATHI PR SSURE MAP CITY 1. ­11 LOCATION DATE FF FINISH FLOOR ELEVATION Sc SAW CUT RiwC tvAT1. A E T R AD"1 . I�L R � A1. DESCRIPTION APPROVED GF GARAGE FLOOR ELEVATION R RADIUS ) a IIRTIYTALLIIax SPR -YS1.TI. PE PAD ELEVATION RDWD REDWOOD t )'PES11 ' RE BEST 'REREN ASI. IAT 11 - LCIS TW TOP O F WALL HDR HEADER t )I� tI O I T i S. Pt I t T LES ENCHES' t�At.>6. NOT BE CONSTRUC AREAS � Ir ARCHITECT I 11 � � Y ._Rr rI 1, _ > t TA I TH: TF TOP OF FOOTING ELEVATION LA LANDSCAPE BOTTOM OF WALL MIN MINIMUM 1. BW 1q RXn � � TAR L 'I. TE , ' I t � G SI I 'P LE LINES ' {; PINK G .[3 A'I°I I �..... :..:. .:::.: , TS TOP OF STEP MAX MAXIMUM TO ALL:F'OONTAINS< ,ALSO 1 E. #S SHALL t. SIO ALL .0 EC R.. _ € Ii TA I`tS EATI A�ASs ... ;. :<'..':; ...,,.: ::::,<: .. ....:..:::. :.:..>': ::,.::>..::.:.•:. z TtR ::::::::: :>::,..:..:. ASD �A �� ::j: :. BS BOTTOM OF STEP MJ MASTIC JOINTI.1. �'° :: <: �' I t N TRU Tt N: E T E IED P R TO SI ARTI ANY IN$TA1.L.AT10N:.0 RRC LED NA tE ::.::.�. �_ r . _. TYP TYPICAL _ CB CATCH BASIN .H..':.� :.. :.:::::.• 4:. RATtF :::::::' :>. . �e ': •% ; xx FG FINISH GRADE PA PLANTING A1. ::::::.::.:.:..:.:..:..4.. \, "'� <::»:.:;::i.:::_::::::.'.. FS FINISH SURFACE OC ON CENTERki 9 �� `, �,vv,. `A.. r•.y .: ... �'� HP HIGH POINT CB CATCH BASIN ' :.: :;. '�< LP LOW POINT TG TOP OF GRATE ELEVATION , .�e .;.� '' y;;. � �rtim 1 . 1. �z �2t. � CITY DF RANCHO CUCAMONGA . . FL FLOW LINE INV INVERT ELEVATION . . ._ :..;:::...:::. '...::..::.::::::::::::: .� S oR :: .::.:...::.:.:... .: . : :.: . .% . �,. . . :: .. :,,,, ... ...�.:.:.::.�.:.:.:.....�.:,.�....:'::j:�::j:j '' "" - ' ' . I �. . - I - --- , - a OT ELEVATION BEAM ELEVATION ,i:�i�i;....':':i��::.: .­%" ­ .... . .11. 111 - 1.� ­1 I . 11 . -1.11 I I � ­ 11 - �. - :: :: i;�;!��:...:,�����ii;!;�;!�....::..�: 11 - - ­....­:....- ..''', - I' ll, 33.60 EXISTING SP BB BOND --ij; -'--'..-!i:::::::;��!!�i! : ..::�* .---.:, TITLE SHEET SPOT ELEVATION ::�,:.:.... ::::.: .:.. :. ..:.. 33.60 PROPOSED G�� ALIGN `:: .. . :.. 't.: __ ... NATE : �., RECYC .ED VA'T4ER_'GE �.�A S ,5 Av: � : ':: :::>. ::.::::.:.>. . HT HEIGHT y :::: .::::..::::.:,::::::::.,::.::::::. :... ,:. t :...: k F' X33 I3 Y< _... _ ._ _ Vii. C3 3,,,j .,£ 3 W' :;. ::<: :.• :;,-,...;: 1.0/o GRADIENT IN PERCENTAGE .....:• 01. '" LMD SLOPE LANDSCAPE PLANS :4.:,.:6:: d �:, :.. BCR BEGINNING OF CURB RADIUS ; , `<: ;,,..h. , :' �� .,c moi. va ::: �_- .> �..:' <. T #18449 LOT C & LOT D I . : ..:: IZONTAL DISTANCE ... . o :; TRACT ECR END OF CURB RADIUS 4.1 RATIO. 4 HOR x :' ' :.. ....... �a::. � 400B :..,�.I =. .. I 1 . 1. ,. ;..} :l 1 . ...... ­11. >:< BRIGHTON AT VICTORIA ARBORS TC TOP OF CURB PER 1 OF VERTICAL HEIGHTIt I . . � ID I ! 11 : 111,1.0-�O�:, ­111111 .1 '> . ..- �~µ. . ...: :::. ; .. -11-10: . C�rp�A'✓ ':f;i : ,•4 GNAM DRI ". BC BOTTOM OF CURB 1. s .� .s. � x. .I 'P.E., DIRECI _€� EIS , € & DATE_ .•. :::,.. �. - - ' ;:.::.; I. RANCHO CUCAMONGA, CA RIDGE ...rte _ 'NoIN � < �. : . EJ EXPANSION JOINT GB __ f. BEAK ;••:::...:::a>: :'..:..:3_;.:.„ � ...::. GRADE B :L.:. r:: W.t �; .. > :. o �P qpF APPROVED BY DATE 3 ::.. ::.....:, .:.r.- ,: 11..: :»:':..:.,:: : Q' �M' CITY ENGINEER R.C.E. No. 3<vT 2 ::.:. :: Murph :::::::: :::: : :..:::,...- ::.::..,. :: �..::. ...::: : PROPOSED CONTOUR I...:-: ,.:• :-.:• :;;;:::,;: ; ti LANDSCAPE PLANS PREPARED FOR. DIRECTION OF FLOW IL REFERENCE 3 ::::>::::.::..:. ,� . :. . :. ..:...: � ALERT D ETA 1 "►� '':.':::<<:>.>:><>.:;.° .:.: . �;: <:>:...::>>: ti �Z' o ti NDSERVICE :,:::... ' : :<> > > ><>:;:<;::;::���.. ,: �.:.:>.>-N:.�::::':::;::: . UNDERGROUND -`` oN`' °�w,,: ....::.:«;>::: BENCHMARK: \ 10051: 1300.686 24' EAST OF L ETIWANDA AVENUE EXISTING IRRIGATIOR.N NOTES n �, \ AND 40'NORTH OF L BASELINE BRASS f 4 '+ t BENCH DISC IN TOP OF NE END OF 4X12 NOTE 1. '° �'= CONCRETE BOX CULVERT. /.S O. CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF CAP LATERAL LINES AT LIMITS OF NEW WORK. \ OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S ADJUST REMAINING SPRAY NOZZLES TO ACHIEVE , " t , �p� 16 REPRESENTATIVE. 100% HEAD-TO-HEAD COVERAGE. 's 22 CAP EXISTING MAINLINE AND RE-ROUTE NEW NOTE 2: <<3t u MAINLINE WITHIN SLEEVING, WHERE ROUTED NG IRRIGATION EQUIPMENT DAMAGED D \ EXISTING D CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EX N AN '... :.:: :::>:::.>;;:<>::«;:»::.:;::::�::'::::::::.>;::«>::.;.:::•..:::.:. ..'•...:;.., :: ..:. . ... .::. ..::(.:: MODEL. BENEATH PAVING.VERIFY ALL CONNECTION RAND ::.:. ., .:.: ___ :: __: ::: .___<: .•:<; , . ..:.. �., � _•,. .••. ..� <� ,. AND IF DAMAGED SHALL REPLACE WITH SAME MANUFACTURE . LD PRIOR TO CONSTRUCTION A , •���' DISCONNECTION POINTS IN FIE j ::.. /., n is STARTING WORK. , NOTE 3: EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING (TO BE UPGRADED)CONTROLLER SHALL BE :• ,i : : CONFIRM PROPER CONTROLLER OPERATION i \ DED CONTROLLER. <:; TO EXISTING TO BE UPGRADED) >� .: � � RECONNECTED ) �:�: <.•::�:<::.:�- ..�' f•.:. . . ..: ;<: - .. � �_ � � � .• � :• .���� RK AND UPON i �/-� >: .. ♦ �...., s""F '.. »;<.....: >' AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WO AND INSTALLATION WITH OWNER'S .�� ♦ l;. 30 COMPLETION OF WOR29 2jK. :. .. ,... tea:. .. . ti ♦.,.. ::......G .:.�•�""'"�':'`:`:r :..... ::..s. ..: NOTE 4. �; ::<>-::.>.. NOTED ON THE 21 :.. :: \ ::: -::;-: ;....::: :. KEY MAP ED CONTROLLER :.�� -:.. :: ,::, :.. '•'.. .:.. •: :. __. ..;:: '_; :<:: \ �; CONTRACTOR SHALL REPLACE THE EXISTING CONTROLLER WITH THE PROPOS \ \ - \ \ : \ N.T.S. co �`-� .. ::...;.: PAD-1279.E-�::: :. D CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY , \\ \ \ S LEGEND AND SHALL CONFIRM THAT SAID ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNERS AUTHORIZED _ E NOTED. ., \\ \\ � :�:: ...; ' '.� ! � •�' \ � 1?�`�;. P ��� REPRESENTATIVE SHOULD ANY DISCREPANCIES B \\..:. NOTE 5. \\ " . \\ �� ♦ \': ` G IRRIGATION \ .. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT .. .: . .::��-�>::•:': .::;:::;;:>::,;:,. .:_•. ..;:::: _'. . ' .:: . :.< \ ` � �/!► �::. �•: .. � `� CONTRA ...',. \\ ::,•, ... ...: .::. .,.::: .�:.>, �:..::• CONTRACTOR SHALL REPAIR CONSTRUCTION IMPROVEMENTS AFFECTED BY NEW CONSTRU \ ::',;;<>::::::>::;�.:: .,_ .:�:,.:` ::.���•� ':: SYSTEM EQUIPMENT THAT IS AF ..:.•--:�:�'=�•� •� � _ ° D RADIUS COVERAGE IN ALL W MANNER PROVIDING NO LESS THAN 100/o OF HEA SAID SYSTEMS TO A LIKE NEW ' VE. CONTRACTOR SHALL . OWNERS AUTHORIZED REPRESENTATIVE. <\\ �"" � .::::��� � ,: . ::: �:; :: '. . '� \ \\ � :;' • WITH SYSTEM LAYOUT AS APPROVED BY -�� ����• � -•� \ AREAS WI � � :,...•, '-,\•�� � "�;-.:... •., • CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO CO .. � � 23 O-�♦ ♦ . . .:1:1.:.1111 ■ .: K AND PRIOR TO COMMENCING WORK. _ NG WOR ����� BIDDING •� � .::.. E _ .... ....: \ \ �: .:, 1 �. � _ 76..2 � -� • 1 ., ... . . - � �.♦ ,_ �� 1 111\ PAD 12 I ■`�� `. • : NOTE 6: 1 AND DISPOSAL OF ALL EXISTING Fz� CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL ��.: -�. .;-- .• .; :,'. ♦.` .:. . . '� - •: ;. ' �:.`, . :...�,..,. ,. 4,....;,11......:...... I ■` •.: IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR R ' X111 1- WORK AND PRIG - -•• ��` � - D DISPOSED OF IN FIELD PRIOR TO BIDDING ::. SHALL VERIFY ALL EQUIPMENT TO BE REMOVED .< .. ;. .. WORK. ::::::;::».» >•\ :.19 ►:. :_■-. TO COMMENCING .•`• ��' �° ''• 1 130 % >::::.::--• .:.:;.�,.. , .. , - ,-:•moi : .. .. :.: ♦ 1.74 : _... = ■is 18 30 NOTE 7: ING WORK -< 2 R HALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDD \ ♦ / CONTRALTO S `" ' �� •.5.., S 1.74 598 `� 1 34 1. �� • Q AND AGAIN PRIOR TO COMMENCING WORK.VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S • • 24 ■ 11/, REPRESENTATIVE. \� / �/ - * I PAD-1275.2 11/, 11/4 2:. NOTE 8: x.:1..1...... 1 ■ ■� CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, 7`x;1 : . i�� t',I I I I I t r_ 1 OG ■ :1 ■ NOTE A: WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE \\ 12 ;I =: ' I I I O ■: O DOMESTIC WATER METER WITH 1" �• :, I : • ... POINT OF CONNECTION SHALL BE A NEW 1 DOME E SIZE IS NOT AVAILABLE USE 6 SLEEVING MATERIAL. ::..\ \\ - N IN AREAS WHERE PIPE CROSSING WILL OCCUR.WHEN PIP \\ _ - - VERIFY `'``" CAP EXISTING MAINLINE AND RE-ROUTE NEW ' L.t I 1. ■ CONSTRUCTION. :. ::., ::. :... '... :::;:::... ; . ii..`.: a'I ... - r::,V-. SERVICE LINE. VER THE ACTUAL LOCATION, SIZE AND WATER PRESSURE RESENTATIVE PRIOR TO PAVING AND HARDSCAPE CON �, :; \\ \\.. Ep �► ( - ; .. ; >::::::,:»<> >:"' O ■ 3/4: THE POC INFORMATION CONFIRM CROSSINGS WITH OWNER'S REP ,\ \\ >: MAINLINE WITHIN SLEEVING,WHERE ROUT r' - Ifi+ 1 OTHE FIELD PRIOR TO STARTING WORK. IF ANY OF PAVING.VERIFY ALL CONNECTION AND -< 1 I I I I _ _ _ - - - - �=■ 1"; - ■ SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC NOTE 9: DISCONNECTION POINTS IN FIELD, PRIOR TO = _11 I --' I ■ ■� FORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE HALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. " CONSULTANT. SHOULD THE CONTRACTOR FAIL CONTRACTORS :. :: \ \\ J■ J IN TO \ . STARTING WORK. m ..::::..1.:. 1.� 1 I ■ 3/4 ■ NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR 11:. I ARCHITECT AND IRRIGATION CONSU SHALL REFER TO ARBORIST REPORT(IF AVAILABLE) FOR AD DIT PRECAUTIONS REQUIRED FOR THE � F NEW WORK. � � II I I I 1 I : 2J� I ■ ;. j VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR ' REPRESENTATIVE. CAP LATERAL LINES AT LIMITS O ii - 11 ■ ; ■ VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. AUTHORIZED REPRES A TO ACHIEVE I I PAD=1274.5 I EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNERS U ADJUST REMAINING SPRAY NOZZLES I I I II DRIVE ENTRY 100% HEAD-TO-HEAD COVERAGE. ATER PRESSURE� W 57-67 PSI ( ATER PRESSURE INFORMATION READINGm II , I ��....... I ■ ■ STATIC * W NOTE 10: R LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER ■ j CONTRACTOR SHALL BE RESPONSIBLE FO DESIGN WATER PRESSURE 81 PSI OBTAINED FROM RAYMOND TRACTOR SHALL BE OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CON 3 1" 17 30 I ■: 3/4 MAXIMUM SYSTEM DEMAND 21 GPM ABEYTA WITH CVWD 08-05-2010) RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH ' I ■ � ■ �•• REQUIRED PRESSURE BOOST 54 PSI ' AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 1 S 1.74 632 OWNER - - - _ ■;: ■ S AUTHOR • ( % 4 1" 20 30 :: ,:; I :::: ■ NOTE B: ■ 1" ■ CONTROLLER SHALL BE A CALSENSE ET2000e MOD. # ET2000e-48-LR-RRe NOTE 11: OR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. 1 S 1.74 702 ......,.... I ■ �: ■ INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTRACT ■ CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S •. I I 1"1" �: 11 " III ■. ■ / „ AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. I I I I I I ■ � � �: ■ 11/ �_ 26 I ■ 1: 1 ■ NOTE C: PAVING FOR CLARITY ONLY. I ■ ■ MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN :I xl 111 NOTT� III 11 AD=1274.2 I ■ 4„ ■ ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN 3: Il 1 1 1 :1 1 NGHAM pR� 111 I I I I ■ ` ■YI 2 PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER VEF _ II ( ■ OBSTACLES TYP �_. ........... - LL 3/4 NOTE D: ....:.\.....:... .. ...: ..:......:..;......::. :' :......-•.::.>:.:.. :. >' .,..... ... .. - . - -.-.I-..-'�:-;;.�.::.:I:�-:. -■� ■O,:..: NY ITED TO::�::: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE A :.. VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIM , LIGHT POLES FIRE HYDRANTS, ETC VERIFY ALL HEAD LAYOUT OWNER , S ::::: ENTATIVE PRIOR TOSTARTING WORK. AUTHORIZEDREPRESGH DR................ N:: . - ■ \ / ; :: ,. � �- - : �: ::_ .... � ....� :. / ::: :.:� _ ;': :: :: : < . : ::' : '..:: :..:::: .. ..:;:: . . .:....::.:•:.... __;,, .: :. .......�.I ■� ■ NOTE E• n F RITY ONLY,WITHIN PAVING FOR CLA \ - •• •. �,i -_ _- I � 5 1 21 40 I ■ ■ � BUBBLERS AND LATERAL LINES ARE SHOWN BE ALIGNED WITH i......;::: ■:: ■ ANTER. BUBBLERS SHALL I .. :-: :�: �� � �__ -_ - •_ --_ ;• .<:::..:. :. ACTUAL LOCATION TO BE WITHIN PL - :: 2 R 0.72 2,286 I ■:> n •...••.j":.::. l i: : . .: _� - _ : : .: ... •: , .: _ _ _ I :::::::;... :...:... ........ '\ ED BY OWNER'S AUTHORIZED REPRESENTATIVE. �.....:.. ; :; ; . :::: : :: - _ - - ;:,... TREES AND AS DIRECT :....:...: PRESENTATIVE �.......:. I :.....::: :. I:. ; ;: ; '< _ ^_ _ _ :::>:: / n AUTHORIZED REPRESENT ; :: ; ; _ - _ �- _ - 18 40 :I 34 CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUT _ 1 6 1 ■ ■ 13 1 11 30 n I:' ;i 18 1 14 30 -h- _ //� -127 ■ ` > ■ '0 PRIOR TO STARTING WORK. ;:. A - D ;.�•' I '� i 1 687 � :.. :.. I : I I �•�:'-.,.:: ..� � ... �i i 2 R 0.72 � I �2 :> ■ 1 S 1.74 780 i i ■ 54 � � � �� �i ■ n■ I : . :. „ ii n ' � I L T B D 3 I „ 22 40 8 1 19 40 7 1 17 40 I O■ 1„( 1: ■ „ 14 1 17 40 12 1 PAD=127.1. I 20 1" 4 30 I I 17 1 16 40 2 R 0.72 1,247 2 R 0.72 1,387 ■ ■ " R 0.72 1,920 AD=1,, 2 R 0.72 2,025 �■ ; ■ 11/4 :n 1 S 1.74 182 I 2 R 0.72 1,815 2 1" ■ 11/4 n 14 30 11 2" r' 18 40 15 1 19 40 / ■.. : :. 19 1 11 30 I I 16 1" \\ .::... \ 11/2 ■ ■ 1 S 1.74 364 I I 2 R 0.72 1,815 2 R 0.72 2,140 °:::.....I. \ ■ ■ :.. :. I „ \ \\ I ■� ■ Z _ 3 10 1 17 40 I 11 ♦.: _ - - .4 rn _ 12 D _ P A ■ I ri N S _ 10 VIS 1 25 E .72 18 _ 2 R 11 :4 I I ■ CITY I I• I t ■ ■ n ■ : I I IT O ■■ • e L .. II > : :■ >. 3 4 :. ■■■ ...�.....:.::.:.::...... ......,.. .. : .:..:: t. PAD 11 1 \������'''>�:..... DESCRIPTION APPROVED _ D _. ■ ■ D=1274.1 \ ■■ _ - ■ ■ 4.. :. ■ :..:..:::::... ... ..... ...... . ......: .:.. ....... :........... .3 .:, .. � .� t: ' t , • � `� ■ r... : ;:; / 0.72 2,396 y ... .: ....... -t-: IL1 f :......... / .........,.. :... `� ::::♦ I ■ ....:. ....... ..... ......,.::....::.::. / :... ■ ------------ LIM17-OF :.:.::...:....:. ::::::.:... .....::.:..:::: .. WORK ■■■■■■■■■■ 11 .2.... : : :.... ■ ■�■■■ �r............ .. :. :>, 1.:1. 2 ■■I - ■� n:..,.....:.... 3 4 :...... ::....:::..*■ LIMIT OF WORK ■ �.. ..... >:.:::: :�::: :....::.:::>....:.:... ■ ♦... ■ '�... ■ ...:.:....:.:.:.. 1} 4 n ■ n...- .. ;:�F O M W D :..:...:. 00 . / R I /4" :... . fa 1 ■ .........:.... . 11 .-..:..:......:.... ::...:..:........... .................. ..:... � ..... .........::.1..1...4.. .. .. ... :/.. ��' , ,:� ' ■I- ■ ................ ........... 3 � ■ :.: O ■ ■ ■ ■ :.::.. • .,,_ 2 ■■ . .. o / �1�y o „ ■ :: .... :..:„ o o:.: . q ■■■. : 1 2 ■ CITY OF RANCHO CUCAMONG ■ 1 LIII�I/T OF ■■■■■■■ ........... ■ ■■ ■ ORK ■ ■ ■■ 11: . . n :..... � :. :n ♦ ::...:..: LMD SLOPE IRRIGATION PLAN � I N G M ■■■''■■. APE PLANS E LMD SLOPE LANDSC EA DOW ■ D O . ■■ � R V ■■■ 1 :.::..:.;..:..;..::..::: ::::::::::::<; ::: ::..:>:,.<::::.::: TRACT #18449 LOT C & LOT D LANDSCAPE IRRIGATION DESIGN E =VIII ■■�M■■■■■■■ BRIGHTON AT VICTORIA ARBORS COMPLIES WITH CITY OF RANCHO EXISTING IRRIGATION; CUCAMONGA ORDINANCE#85 3 REFER TO NOTES 1-11 ABOVE LEFT RANCHO CUCAMONGA, CA IRRIGATION POINT OF CONNECTION; REFER TO NOTE 'A'ABOVE RIGHT O LPND SCAp�41 APPROVED BY DATE SAI *FINISH GRADE OF METER= 1,264' ��F.GN,. Murphy, q,Q� LANDSCAPE PLANS PREPARED FOR: CITY ENGINEER R.C.E. No. 95.3!0 72. do y UNDERGROUND SERVICE ALERT SCALE: ��=301-011 C ' �� RE ENDED sweeney + associates ,�; �� RICHMOND AMERICAN HOMES DESIGN SMP �. C IRRIGATION DESIGN AND CONSULTING . �' 5171 CALIFORNIA AVE, STE. 120 Call: TOLL FRED Signature 7-31-12 IRVINE, CA 92617 SUMMERS/MURPHY & PARTNERS, INCS H E California DRAWN LANDSCAPE ARCHITECTS 38730 SkyCanyon Drive,Suite ite C * Renewal Date * (949) 467-2600 CR/GEN 34197 COAST HIGHWAY,SUITE zoo 2 OF 12 1-800 Murrieta,CA 92563 951.461.6830 •951.461.6850 f NORTH 0 30 60 90 �20 � DANA POINT,CALIFORNIA 92629 (949)443•'{446 r� p X�T Date �Q' DATE: CHECKED R.L.A. NO. DRAWING NO. 227-2600 email@sweeneyassoc.com www.sweene assoc.com FOFCA�-SFO 8/6//2010 SMP DATE FILE NO. 116676 22 � � y Murrieta,California Austin,Texas•Ft.Lauderdale,Florida TWO WORKING DAYS BEFORE YOU DIG BENCHMARK: IRRIGATION MATERIAL LEGEND 10051: 1300.686 IRRIGATION NOTES SYMBOL AND 424'EAST OF L ETIWANDA AVENUE 0'NORTH OF L BASELINE BRASS . MODEL NO./DESCRIPTION GPM PSI RADIUS DETAIL BENCH DISC IN TOP OF NE END OF 4'X12' Q T H F MANUFACT 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF CONCRETE BOX CULVERT. THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR .10, .20 30 5 FT 539 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 6- -M- RAIN BIRD 1812-SAM-PRS W/NPCAP POP-UP HEAD W/5Q/5H NOZZLES 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE O O O O RAIN BIRD 1812-SAM-PRS W/NPCAP POP-UP HEAD W/8Q/8T/8H/8F NOZZLES .26, .35, .52, 1.05 30 8 FT 539 COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE O O B • RAIN BIRD 1812-SAM-PRS W/NPCAP POP-UP HEAD W/ 10Q/10T/10H/10F NOZZLES .39, .53, .79, 1.52 30 10 FT 5 REPORTED TO THE OWNER'S REPRESENTATIVE. O O ® • RAIN BIRD 1812-SAM-PRS W/NPCAP POP-UP HEAD W/ 12Q/12T/12H/12F NOZZLES .65, .87, 1.30, 2.60 30 12 FT 539 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING © O 8 ® RAIN BIRD 1812-SAM-PRS W/NPCAP POP-UP HEAD W/ 15Q/15T/15H/15F NOZZLES .92, 1.23, 2.78, 3.70 30 15 FT 539 WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN RAIN BIRD 1812-SAM-PRS W/NPCAP POP-UP HEAD W/ 15RCS/15LCS/15SST NOZZLES .49, .49, 1.21 30 4X15 FT 539 4X30 FT BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO B O HUNTER PGP-12-CV-R W/NOZZLES .75SR/1.5SR/3.OSR SHRUB ROTOR HEAD 0.68, 1.30, 2.70 40 20 FT 538 BE INSTALLED WITHIN PLANTING AREAS. © � HUNTER PGP-12-CV-R W/NOZZLES 1.5/2.5/5.0 SHRUB ROTOR HEAD 1.45, 2.30, 4.75 40 27 FT 53 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE 0 Q O HUNTER PGP-12-CV-R W/NOZZLES 2.0/4.0/8.0 SHRUB ROTOR HEAD 1.85, 3.75, 7.50 40 34 FT 538 PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD ® P.O.C. 1" DOMESTIC METER WITH 1" SERVICE LINE,VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD 526 CHANGES DEEMED NECESSARY BY THE OWNER. FS-1 WILKINS MODEL 'WYE S-YS0100' BRONZE Y-TYPE STRAINER, 1"SIZE 517-C 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. © WILKINS 975 XLS, 1" R/P BACKFLOW PREVENTION DEVICE 517-B 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS NO SYMBOL GUARDSHACK COAST GUARDSHACK CGS-1 STAINLESS STEEL BACKFLOW DEVICE ENCLOSURE 517-B TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ® G.P.S. BARRETT IRRIGATION BOOSTER PUMP, BEP/57/54/21/230/l/A/l, SEE DETAIL. INSTALL PER MANUFACTURERS 543 9. CONTRACTOR IS TO PROVIDE FOUR ADDITIONAL PILOT WIRES FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE RECOMMENDATION. ASSEMBLED BY GREEN PRODUCT SALES, CONTACT DARYL GREEN (949)584-7311 TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. CONTRACTOR SHALL VERIFY EXISTING POWER SUPPLY PRIOR TO ORDERING PUMP 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE SUPERIOR MODEL 3100-RW 1" NORMALLY OPEN, BRASS MASTER CONTROL VALVE 516 LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO516 EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING � CALSENSE FM-1 B, 1" FLOW SENSOR WITH BRONZE BODY, WIRE TO CONTROLLER USING#14 AWG IRRIGATION DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. WIRE INA 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS ►+� WATTS 403-RT-RW RESILIENT WEDGE GATE VALVE, 2" SIZE 518 WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE CONTROL VALVES WITHIN 18" OF HARDSCAPE. Q NELSON 7645 1"QUICK COUPLER VALVE WITH ACME THREADS, AS APPROVED FOR RECYCLED WATER USE, INSTALL AT 150' INTERVALS 536 INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE ALONG MAINLINE WITHIN 10" ROUND VALVE BOX(WITH NELSON#7641 QVC KEY) 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE520 TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, • RAIN BIRD EFB-CP-NP-HAN-PRS-D (1", 11/2") SERIES PRESSURE REGULATED, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF INSTALL WITH CHAMPION MODEL 300 BRASS ANGLE VALVE PER CITY REQUIREMENT, REFER TO DET AIL BUT NOT LIMITED TO. ADDITION OR REPLA C NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC © CALSENSE ET2000e-48-LR-RRe-SSER ASSEMBLY INSTALLED WITHIN A STAINLESS STEEN ENCLOSURE (BSER ENCLOSURE, AS PART OF ASSEMBLY) 524 UNITS. ASSEMBLY SHALL INCLUDE CALSENSE TP110 AND TP-1-40 TRANSIENT PROTECTION BOARD PER CITY STANDARDS CONFIRM MODEL &OPTIONS WITH BOB MOXLEY WITH CALSENSE PRIOR TO ORDERING (909)946-4782 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. © N/A 230 VOLT (SINGLE) PHASE ELECTRICAL POWER FOR BOOSTER PUMP SYSTEM, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD N/A 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS rM STRONG BOX METERED ENCLOSURE MPS-A16-10K, PER CITY DIRECTION 522 MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY ER" PVC PIPE 3/4"- 11/2" BCH. 40 AS LATERAL LINES 12" BELOW GRADE 532 WITH MANUFACTURER SPECIFICATIONS. AS APPROVED PURPLE "RECYCLED WAT AS APPROVED PURPLE "RECYCLED WATER" PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE 532 AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED 533 PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L.APPROVED) 532, 533 NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) A NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS N/A LOW VOLTAGE WIRES, 3 MAXIMUM NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, N/A WHEN RCV IS HIGHER THAN THE SPRINKLERS WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE NO SYMBOL CARSON VALVE BOXES, REFER TO IRRIGATION LEGEND AND CITY STANDARV/7 D DETAILS FOR MODELS N/A CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE POLY TUBE PRE-FILLED WITH CONTROLLER/STATION NUMBER WATERPROOF GEL IWATER PRESSURE CALCULATIONS VALVE SIZE LANDSCAPE IRRIGATION WATER ANALYSIS WATER METER NUMBER 1 WATER METER SIZE 1' VALVE FLOW (GPM) LOCK TABS PREVENT WIRE REMOVAL HYDRAULIC GRADE LINE (FT) 0 WATER METER ELEVATION (FT) 1265 ONCE CONNECTOR IS INSERTED JELEVATION DIFFERENCE (FT) 0 STATIC PRESSURE (PSI) 57 PROJECT: Brighton at Victoria Arbors -Tract 18449 A20 1.5" 35 30 -----OPERATING PRESSURE (PSI) Rancho Cucamonga,California REMOTE CONTROL VALVE # 6 REMOTE CONTROL VALVE SIZE 1" SCOTCHLOK ELECTRICAL SPRING R.C.V. DEMAND (GPM) 18 TOTAL DEMAND (GPM)" 18 1 S 1.75 1,500 ZONE AREA(SFT) CONNECTOR. WIRES SHALL BE LMD Maintained Slopes HIGHEST HEAD SERVED (FT) 1273 STATIC PRESSURE AT HIGHEST HEAD 54 D OF 1/2" OF THE FLOW # PSI LOSS PRE-STRIPPED SIZE DESCRIPTION INSULATION PRIOR TO INSERTION Project ETo: 47.50 ZONE PRECIPITATION RATE INTO THE CONNO TIO I TWIST j 1" SERVICE LINE (50 FT OF TYPE K COPPER) 18 1 5.2 PSI CONNECTOR ONTO WIRES TO 1" WATER METER(DISC TYPE) 18 2 1.8 PSI IRRIGATION METHOD SEAT FIRMLY. MAXIMUM APPLIED WATER ALLOWANCE: 1" BACKFLOW PREVENTER 18 3 12.0 PSI HYDROZONE NUMBER (GALLONS PER YEAR) 1" FILTRATION (WYE FILTER) 18 4 0.4 PSI SCOTCHLOK CONNECTOR AND WIRES N/A PRESSURE REGULATOR(WILKINS 50OHLR) N/A 5 0.0 PSI INSERTED INTO TUBE UNTIL THE MAWA=(ETo)(0.62)[0.7 x LA+0.3 x SLA] REVISIONS CONNECTOR PASSES LOCK TABS 1" BFD ASSEMBLY PIPING (BRASS W/ 4 ELLS) 18 61 6.3 PSI CITY 47.5 x 0.7 x 23,619 x 0.62 = 486,906 Gal./Yr 1" MASTER CONTROL VALVE 18 71 2.2 PSI 1 18 8 1.o PSI FLOW SENSOR DESCRIPTION DATE APPROVED ESTIMATED APPLIED WATER USED: 2" ISOLATION VALVES (GATE TYPE) 18 9 1.0 PSI NOTE: (GALLONS PER YEAR) 2" 105 FEET OF MAINLINE: CL. 315 PVC ` 18 10 0.3 PSI WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT(U.L.APPROVED). N/A 11 0.0 PSI EAWU=(�To1(0.621[((PFL(HAl FEET OF MAINLINE KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 2 5 -90 DEGREE ELBOWS 18 12 0.2 PSI WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. Irrigation Efficiency 18 13 3.0 PSI 1" REMOTE CONTROL VALVE E KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR HYDROZONE # 1: (Mixed WaterUse Shrub with Sprays) 10% LATERAL LINE LOSS NIA 14 4.0 PSI DIRECT BURY SPLICE 2#12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF 47.5 x 0.4 x 3,076 x 0.62 - 51,036 Gal./Yr 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15 0.1 PSI WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. 0.71 8 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 3.5 PSI HYDROZONE #2:(Mixed WaterUse Shrub with Rotors) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 40.9 PSI SECTION VIEW-N.T.S. PRESSURE REQUIRED AT HEAD 18 40.0 PSI 47.5 x 0.4 x 20,543 x 0.62 = 302,496 Gal./Yr TOTAL PRESSURE REQUIRED (SUM OF #17 AND#18) 19 80.9 PSI 0'8 STATIC WATER PRESSURE (FROM ABOVE) 201 57.0 PSI E: 486 906 Gal./Yr RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 -23.9 PSI MAXIM[1MAPPLIED WATER ALLOWANCE: SET PRV OR MCV AT(#19 PLUS 10 PSI) 22 N/A PSI CITY OF RANCHO CUCAMONGA (:A WIRE CONNECTORS TOTAL ESTIMATED WATER USE: 353,531 Gal./Yr PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL) 23 53.9 PSI IRRIGATION CONTROLLER RUN TIMES LMD SLOPE LANDSCAPE PLANS LANDSCAPE IRRIGATION DESIGN NOV DEC Total /Avg. TRACT #18449 LOT C & LOT D POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT o/ Month 1.70 2.00 3.40 4.50 5.00 5.80 6.50 6.40 4.70 3.50 2.30 1.70 47.50 BRIGHTON AT VICTORIA ARBORS COMPLIES WITH CITY OF RANCHO ET CUCAMONGA ORDINANCE#853 0.05 0.07 0.11 0.15 0.16 0.19 ETo/ Day(Inches): 0.21 0.21 0.16 0.11 0.08 0.05 0.13 Irrigation Days/Week: 2 2 3 4 4 5 5 5 4 3 2 2 RANCHO CUCAMONGA, CA Plant/ Irrig. Type AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC .. .. .... ... 0 CPN �A,0 DA APPROVED BY 6.1 5.8 5.6 5.7 4.1 Min./Day/Zone ���GM. Murphy q,Q� LANDSCAPE PLANS PREPARED FOR: CITY ENGINEER '".- P72- R.C.E. No. ,l Shrub 0.40 1.74 0.65 4.1 =5.3 5.4 5.6 6.0 5.7 6.2 ,` do y LAN UNDERGROUND SERVICE ALERT Sprays Number of Zones: 9 36.7 47.7 48.9 50.1 53.9 51.7 56.1 55.2 52.4 50.3 51.2 36.7 Total Min./Day �� •� sweeney + associates RE NDED ,�; � RICHMOND AMERICAN HOMES DESIGN ■ IRRIGATION DESIGN AND CONSULTING , 0811: TOLL FREE � Shrub 0.40 0.72 0.75 8.5 11.1 11.4 11.7 12.5 12.0 � 13.0 12.8 12.2 11.7 11.9 8.5 Min./Day/Zone � -' 5171 CALIFORNIA AVE, STE. 120 SMP California Signature SUMMERS/MURPHY & PARTNERS, INC. 38730 Sky Canyon Drive,Suite C Rotors Number of Zones: 11 93.8 122.2 125.1 128.3 138.0 132.3 143.5 141.3 134.0 128.8 131.2 93.8 Total Min./Day 7-31-12 IRVINE, CA 92617 DRAWN SHEE R LANDSCAPE ARCHITECTS 1-800 Murrieta,CA 92563 Renewal Date 951.461.6830 p-951.461.6850 f Total Number of Zones: 20 130 170 174 178 192 184 200 197 186 179 182 130 Total Min./Day �c * (949) 467-2600 CR/CLN 34197 COAST HIGHWAY,SUITE 200 3 OF 12 3.04 2.17 Total Hrs./Da J'T Date �P DANA POINT,CALIFORNIA 92629 (949)443.1446 ill" _ 3.33 3.28 3.11 2.99 y DATE: R.L.A. NO. DRAWING NO. 227 2600 email@sweeneyassoc.com Total Controller Run Time in Hours: 2.17 2.83 2.90 2.97 3.20 3.07 www.sweeneyassoc.com FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC '9 F 0 CHECKED T OF CAL1F JAN 8/6//2010 SMP DATE FILE NO. 116676 �29��L TWO WORKING DAYS BEFORE YOU DIG Murrieta,California Austin,Texas•Ft.Lauderdale,Florida BENCHMARK: 10051: 1300.686 24'EAST OF L ETIWANDA AVENUE ENCLOSURE MODEL PER BRASS AND 40'NORTH OF L BASELINE BRASS _ BACKFLOW PREVENTER W BENCH DISC IN TOP OF NE END OF 4'X12' IRRIGATION LEGEND SHALL ---- ^"^^^"^ UNION � ------- ASSEMBLY Q CONCRETE BOX CULVERT. o BE STAINLESS STEEL I I z COAST GUARD SHACK � CARSON MODEL 1220-12 14"x21" SIZE DEPENDENT ON I o-------- I LINE VALVE (2) PLACES PURPLE WITH LID MODEL 1220-4 BACKFLOW DIMENSION I / z m AND STAINLESS STEEL BOLT - z COVER ETCHED"STRAINER" WHITE CLOSE NIPPLE - I I I Q (CARSON OR EQUAL) BLUE I i -- I I (D Z FINISH GRADE RED 6"THICK X 12"WIDE I I PVC SLEEVE REQUIRED BLACK WATERPROOF ALL WIRE CONCRETE PAD I I FOR PIPE THROUGH IRRIGATION CONTROLLER CONNECTIONS LENGTH VARIES PER I I CONCRETE PAD IG TAIL EXPANSION SIZE/MANUFACTURER) I 12" I I =f 1= P SLOPE TO DRAIN AT I FINISH GRADE 11=I I I-I Looe (MIN.24"LONG) CARSON MODEL 1220-12 14"x 21" MIN. 2% a._.:9 °. a _ VIOLET/LAVENDER WITH LID MODEL 4 b, ° z A�-°° 4a_o�o. °o`o � I=1 I I- III- STRAINER WILKINS 1220-4 AND STAINLESS STEEL BOLT. - ` PLACE AT GRADE IN TURF AREAS �o:° q_ 4d.A - 90% COMPACTION co -1 I I= WYE S-YS-150(1"-6") D 4 4 4 �_- REQUIRED T BED. >e - RECOMMENDED AND 3 ABOVE IN PLAN I I= --- - I--i i NIPPLE-TYPICAL �I I I= I I-- PIG TAIL EXPANSION '< '< I=III- III- PIPE TO BACKFLOW I (� I-I I I i,I (2) PLACES _ PIPE FROM .I I= 3" 311 I I-I REGULATOR LOOP (MIN.24 LONG) � °I I I METER *18" MIN. o i l SCH 40 PVC MALE SCOTCH LOK EPDXY FILLED x OR PER sI I r1l ADAPTOR I I--III= CONNECTORS FOR ALL FLOW x WHITE LOCAL CODE III I 1=1 I I _ SENSOR WIRE CONNECTIONS. x x (COMMON) _ = I =I - FLOW---�- INSTALL SCOTCH LOKS - III--I i III- LINE TO SYSTEMS --III- IMMEDIATELY AFTER BLUE - I i I-- - III=. INSTALLING FLOW METER. OF 14 - Ill=1 I I=1 ( - WIRES °� FROM WATER FLOW 1=I I=I 1=I a 0 __- _ II=III ::I 15111 % IV SOURCE RED °� II=III=III--1 III=III o °8p 000 4° To METER ELBOW TYPICAL =1 I I=I I I=III I I�I( BLACK o MASTER CONTROL (2} PLACES - III=III-I I VALVE )KC,V,W,D, REQUESTS NO I I=III=I I =1 _ °o `� I I--III-III-I I I FLOW SUPERIOR MODEL UNIONS BETWEEN WATER --1 I I- 3100-RW(1"-3') RIGID PIPE AND RELATED FITTINGS I=1 I I= � METER AND BACKFLOW, 000° , °° ° 00 0°° SHALL BE PER CUCAMONGA VALLEY = I -o�a'o'o �p40 11 Ed I I 0 o MAINLINE DIAMETER314 WASHED CRUSHED _ =I I I SAME AS FLOW WATER DISTRICT STANDARDS. I=I I m FLOW METER AGGREGATE TO BE z - METER SIZE ED TO A DEPTH OF 9 CONTRACTOR SHALL VERIFY WITH I=I I °t a _ PLACED C -I I ° III-I I II 6"IN FLOW METER AND N ° o'oo o°o•o CVWD PRIOR TO CONSTRUCTION. �o''00 '�000°o° o MASTER VALVE BOX. N =1 I °o o• MAINLINE DIAMETER - �•o°p =Illi(III SAME AS FLOW I METER SIZE CE DOWNSTREAM OF o NOTES: t-I MINIMUM DISTANCE UNINTERRUPTED PIPE (5X DIAMETER 1. INSTALL PER LOCAL CODES. 314"WASHED CRUSHED OF FLOW METER SIZE) A 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY AGGREGATE BASE STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE UPSTREAM OF o 3. WHEN UNIT IS NEXT TO A STRUCTURE (WALL, BUILDING, ETC.) NOTES: UNINTERRUPTED PIPE(1 OX ® o MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 1. ENSURE A MINIMUM OF 6"CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED o DIAMETER OF FLOW METER SIZE) t„ N 4. ORIENT UNIT PARALLEL TO STREET. AGGREGATE, NOTES: 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 6. DIELECTRIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 2.STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM#1961 AS PER CUCAMONGA VALLEY WATER DISTRICT. 0 2. IN MULTIPLE FLOW METER/M.V. INSTALLATIONS MAXIMIZE THE DISTANCE o DISIMILAR METALS. �' FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. N 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER. r N 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAG (CHRISTY'S PURPLE MODEL NO. ID-MAX-P2-RC009) �, CITY OF RANCHO CUCAMONGA, CALIFORNIA IA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORN , o � STANDARD PLAN APPROVED BY, STANDARD PLAN APPROVED BY, STANDARD PLAN APPROVED BY, RE � � � � ��� �AC F�� �.1,,�. � cb A� STRAINER 51'7-C 4C - - FLOW METER INSTALLATION - .. -�� `� PREVENTER--s'TYPE R 517 -B ����516 ,.� - .. .� u� �j�- � '�� INEER DATE USE WITH STANDARD SPECIFICATIONS FOR' PUBLIC WORKS CONSTRUCTION `�T NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 E� INFER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 ❑F 1 R.C.E. 53672 SHEET 1 OF 1 � R.C.E. 53672 R.C.E. 53672 18" METERED ENCLOSURE TO SPRINKLER-ANGLE PIPE TO �� �� -� STRONG BOX MODEL NO. SPECIFIED DEPTH WITH 450 ELLS SNAP-TITS WATERPROOF MPS-SERIES A-16-10K CONNECTORS OR EQUAL FRONT VIEW WSCH 40 PVC MALE ADAPTORNOTE: � CARSON MODEL 1220-12 BRASS ELECTRIC CONTROL VALVE WITH F­d*7 � METER TO FACE STREET U) 14"x 21"VIOLET/LAVENDER PRESSURE REGULATOR I I WITH LID MODEL 1220-4 AND < PVC NIPPLE RAINBIRD: EPB-CP-NP-HAN-PRS-D ! I Z M STAINLESS STEEL BOLT. L - J CARSON MODEL 1220-12 14"x21" NOTE: COVER ETCHED"IRRIGATION GATE" z ENCLOSURE TO BE GROUNDED PER W z VIOLET I LAVENDER WITH LID MODEL (CARSON OR EQUAL) ® LOCAL CODE. v I Iln 1220-4 WITH STAINLESS STEEL BOLT M z (OR APPROVED EQUAL)(D z I Ilu M FINISH GRADE e AND ETCHED WITH CONTROLLER I II U-1 AND VALVE SEQUENCE I II FINISHIL I II z (D 6"MIN. FINISH GRADE GRADE 8„ L JI _ -_ I® I 3'X 3'X 6"CONCRETE _ _ �,�, � MIN. i =I I III=1 I I= 2°�0 I I I I FOOTING ABOVE GRADE AINSTALL A ND UM I I--I I USE WATTS B-6400-SS ISI I Imo' '�'`� '�° �' - SLOPE TOP TO DRAIN AT BALL VALVE FOR 1/2"-1 1/2 I I! I - _ SIDEWALK - I I I� a MINIMUM OF 2/0 '_I=I(1=1 i 1 ill = I I„ III j (=III=I RESILIENT WEDGE-2"OR LARGER WITH III=(III I I-=1 - .:a ..a - a 2"OPERATING NUT I=1 I I- I I 1=1 ION _ I III III I I I I I -III I I I 11 I- =1 11.=1 I I_ I I ISI I' z III - PIG TAIL EXPANS _ L=1 I 1=1 I I WATTS 403 RT-RW(2"-6") - - 1-1 LOOP (MIN. 24" LONG) I I ( 120 VOLT WIRE IN RIGID STEEL - ! III I I III I I III 1 1 1-111-I I 1=1 CONDUIT(PER LOCAL CODE) I I I-=)11=I RECYCLED WATER GATE VALVE I 1=1 15 P I I( III- ! I I I I 17/ A I I I ( ( =III=1 I I WARNING TAG EPDXY COATED III=I VALVE -1 I I RECYCLED WATER TO IRRIGATION CONTROLLER � I�=III=! SEE NOTES I I --•� I I 3„ WARNING TAG ° 1' ENCLOSURE CID =III=III I 1=1 =1 l {SEE NOTES) 120 VOLT WIRE IN RIGID STEEL 90 SWEEP ELL 6 =III=1 I I I.-1 I I= - BRASS ANGLE VALVE W/ CONDUIT(PER LOCAL CODE) (TYP.) � •�-- UNION USE CHAMPION TO POWER SIDE OF ENCLOSURE =III=I I 3„ I I I-I z FLOW 1= ANGLE VALVE WITH UNION NOTE: 3 III-III- 1 I MODEL 300(111-211) 20 ALL CONTROLLER CABINET SHALL BE 311 I - „ -1 I I=III=1 00 -- 3/4 WASHED PRE-ASSEMBLED,TESTED AND INSPECTED !f I=III= o°o I CRUSHED AGGREGATE I I-III- I-=I I a��o° z_ o• SIDE VIEW IN THE FIELD BY CALSENSE. REVISIONS 111=1 I lel I I _ o. r r � =III •o.o o SCI-{ 80 PVC NIPPLE o p;°o oo•�o°� :o°.6 I CITY -Ilo CoQ a.�0 I DESCRIPTION DATE APPROVED - ..070.0 l I I=I I -III®- - - SCH 80 PVC UNION -III=1 a000 �a III II I,;,III,;,III,;,III,;,II =1 I I=III o'o°o o'o°o CONTROL&COMMON WIRES ELECTRIC METER PER SCE I=III--1 III=1 I I= .III=III III=I I 9.0.0.1.0p 0 . -1 I I=1 I I o•moo°_ 0 I__--111-I - _ 0 I _ O I O o N BRASS NIPPLE N I I 314"WASHED CRUSHED N PRESSURE SUPPLY LINE - -- - -j NOTES: AGGREGATE BASE NOTES: SCH 80 PVC SXSXT TEE FINISH 8" 8'GROUND ROD 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 1. IN CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. o GRADE MIN. 2 0 2. INSTALL CONTROL VALVES A MIN. OF 12"FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. -- N 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. N " I - a -- -4 N APING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. - - 7-wr= -4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSC 2 SCH 40 CONDUIT I=�- -LASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. - -III:5.ATTACH P ®PRIATE c®NTROLLER AND rn FOR LIGHT WIRING IIIIIIIII I I-1 11=1 11=1 I l i CITY OF RANCHO CUCAMONGA VALVE NUMBER INSIDE VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPR o = e I I=�1�--���-=��� �' 6.ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHRISTY'S PURPLE VALVE NUMBER TO WIRE INSIDE VALVE BOX. 6.ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(CHRISTY'S PURPLE MODEL NO. ID-MAX-P2-RC009) N MODEL NO. ID-MAX-P2-R0009. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. " CITY OF RANCHO CUCAMONGA., CALIFORNIA L o CITY OF RANCHO CUCAMONGA, CALIFORNIA N TT STANDARD PLAN L M D SLOPE LANDSCAPE PLAN C> CITY OF RANCHO C �J C AM O N GA 9 CALIFORNIA � APPROVED BYE STANDARD PLAN r` APPROVED BYs APPROVED BY STANDARD PLAN A REMOTE CONTROL VALVE WITH METER ENCLOSURETRACT #18449 LOT C & LOT D ISOLATION VALVE N ,�% �'.r��� 522 ,9 w v� SHUT--OFF VALVE & UNIO 520 � � - BRIGHTON AT VICTORIA ARBOR 5, ®�"' �l� 5 3 w' Y- NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 �`_ ,� NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 RANCHO CUCAMONGA, CA SHEET 1 OF 1 uJY'NGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 C" R.C.E. 53672 R.C.E. 53672 LPN�SCgp APPROVED BY j DATE Murphy Fq,Q CITY ENGINEER -- R.C.E. No. 7Z- �• LANDSCAPE PLANS PREPARED FOR: qDESIGN RE ENDED UNDERGROUND SERVICE ALERT c, RICHMOND AMERICAN HOMES sweeney + associatesMP IRRIGATION DESIGN AND CONSULTING Signature 5171 CALIFORNIACALIFORN IA AVE, STE. 120 SUMMERS/MURPHY & PARTNERS, INC. Call: TOLL FREE • SHEIIT California 7-31-12 IRVINE, CA 92617 DRAWN LANDSCAPE ARCHITECTS 38730 Sky Canyon Drive,Suite C CR/CLN 34197 COAST HIGHWAY,SUITE 200 4 OF 12 Q y * Renewal Date * (949) 467-2600 1"v00 Murrieta,CA 92563 LANDSCAPE IRRIGATION DESIGN DANA POINT,CALIFORNIA 92629 (949 443.1446 O. � 951.461.6830 p•951.461.6850 f Date �Q' COMPLIES WITH CITY OF RANCHO kp�q �� DATE: CHECKED R.L.A. NO. DRAWING N 111�4I _ ORDINANCE#853 F o 1Fo SMP DATE FILE NO. 116676 , �'� Imm � 227 2600 email@sweeneyassoc.com CUCAMONGA ORDIN F CAL 8/6//2010 7 www.sweeneyassoc.com TWO WORKING DAYS BEFORE YOU DIG Murrieta,California'Austin,Texas'Ft.Lauderdale,Florida �z4�e BENCHMARK: 10051: 1300.686 ' NOTE: USE PRE-ASSEMBLED SSE-MPS-BASE ENCLOSURE PURCHASE THRU CALSENSE OR APPROVED EQUAL. 24EAST OF L ETIWANDA AVENUEAND 40'NORTH OF L BASELINE BRASS BENCH DISC IN TOP OF NE END OF 4'X12' TOP ENTRY ENCLOSURE CONCRETE BOX CULVERT. STRONG BOX MODEL NO. LR/RR DOME ANTENNA SB-SS-SERIES PORT LOCATED OUTSIDE OF CALSENSE CONTROLLER BOX. INSTALLATION/LOCATION MODEL NO. PER PLANS BY CITY REPRESENTATIVE. (SEE NOTES) VERIFY DIRECTION PRIOR TO MOUNTING ANTENNA COAXIAL CABLE •�- CALSENSE HARNESS PRESSURE REGULATOR NOT CALSENSE TP110 NEEDED DUE TO 120 VOLT DUPLEX OUTLET(GFCI), ° CALSENSE TP-1-40 INSTALLATION OF PUMP. NON-SWITCHED,TO BE PLACED BOARD REGARDLESS PF WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. III I III III ENCLOSURE I III I I III---I I I- NO OPEN ELECTRICAL WIRINGSHALL BE IN MOUNT AREA CONTROLLER 8„ S GV F �g�T N _ FINISH MIN. COMMON/CONTROL WIRES 1V1 i/ jLJ __III I I I I GRADE 2°�o 6"THICK CONCRETE � I�I III , FOOTING INSTALL A MIN. w N :: - OF 3"ABOVE GRADE AND w CLEAN BACKFILL-SEE -I I ' ° SCD LOPE TOP TO DRAIN AT SPECS. FOR MATERIAL. p 4 v a` MINIMUM OF 2%. d ( ( I I 90% COMPACTION REQUIRED III III I I I� ( I -III I I I III= M: WATER METER, CVWD STANDARD 1=1 I II III I I I S: STRAINER, STD. DWG. NO. 0 ---I 3 SCH 40 CONDUIT FOR t- -I I I I I f I I I I -III III III- COMMON/CONTROL WIRES PR: PRESSURE REGULATOR, STD. DWG. NO. 519. NON-PRESSURE LATERAL LINE: GV: GATE VALVE, STD. DWG. NO. 518. �" I I PURPLE 120 VOLT WIRE IN RIGID STEEL 90°SWEEP ELL 6" BF: BACKFLOW, STD. DWG. NOS. 597-A&517-B -III I I TRENCH SCH. 40 SNAKE PIPE IN CONDUIT(PER LOCAL CODE) (TYP) QC: QUICK COUPLER, STD. DWG. NO. 536. TO METER ENCLOSURE FM: FLOW METER, STD. DWG. NO. 516. ALL CONNECTIONS SHALL BE WATER TIGHT 8'GROUND ROD MV: MASTER VALVE, STD. DWG. NO. 516. PRESSURE SUPPLY LINE: "OUTDOOR TYPE"CONNECTIONS. PURPLE SCH. 40/CL. 315 SNAKE III I III- PIPE IN TRENCH _I -III II II NOTES: ENCLOSURE MOUNT NOTES: ---III ICONTROL WIRES-BUNDLE 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION 1. QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW. i4 AND TAPE AT 15' O.C.AND TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. I I I I INSTALL ADJACENT TO 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE 2. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES PRESSURE SUPPLY LINE o MUST BE 10 FEET AND THE VERTICAL DISTANCE MUST BE 1 FEET. I I I CONTROL VALVES. �I I I I I ill N 3. RUN FOUR EXTRA WIRES COLOR:ORANGE TO FARTHEST RCV ON EACH BRANCH OF THE 3. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE THE RECYCLED WATER LINE ( II�III :. - MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. I � ��I I 6"TYP. PROVIDE 6" MIN. OF SAND 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. BEDDING AND SHADING 0 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 4. IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER 6. LR/RR DOME ANTENNA PORT TO BE LOCATE AND INSTALLED BY CITY REPRESENTATIVE TO A SIDEWALK, TYPE K COPPER MUST BE USED AND EXTEND AT LEAST 1 FOOT PAST THE SIDEWALK co LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER BEFORE CHANGING TO PVC. TYPE K COPPER MUST BE COVERED WITH CHRISTY'S PURPLE I SYSTEM PRIOR TO ACCEPTANCE. POLYETHYLENE WRAP. 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. o 8. CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET, IT 1S TO BE WIRED'HOT'. 5. IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER, CUCAMONGA VALLEY o WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS � NOTE: 9. INSTALL RECYCLED WATER DECAL(CHRISTY'S PART NO. ID-4100 4 3/8"x 3 112")ON CALSENSE N `� CONTROLLER BOX. TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTINGS. 1..PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION. 10. IF METER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE SSE-MPS-BASE L6 ENCLOSURE THRU CALSENSE. 2. PRESSURE SUPPLY LINE: 2 1/2"AND SMALLER 18"MIN. DEPTH o 0 11.ALL CONTROLLER CABINETS SHALL BE PRE-ASSEMBLED,TESTED AND INSPECTED IN THE FIELD o 3"AND LARGER 24" MIN. DEPTH BY CALSENSE. N 12. IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE MODEL#:SSE-D-R CD CITY OF RANCHO CUCAMONGA, CALIFORNIA n CITY Off' RANCHO CUCAMONGA, CALIFORNIA. 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA � (D APPROVED BYE r- APPROVED BYs STANDARD PLAN APPROVED BY: CONTROLLER ASSEMBLY STANDARD PLAN �- _.. a POINT OF CONNECTION P.O.C. STANDARD PLAN -- CONTROLLER j�, j .. TYPICAL TRENCHING W.- INSTALLATION TYPE A 524 r FOR NEW LANDCAPF 'ITE 526 �y �� l 53 to �.; _-_... w Yr"ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �tT`!`'�"ENGtNEER CI;-T-Y-�'E GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION � SHEET 1 OF w DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. 53672 SHEET 1 OF 1 R.C.E. 53672 0� R.C.E. 53672 HARDSCAPING (SEE NOTE 4) MULCH PER CITY oQoa HUNTER 1-40 IS WITH PURPLE 6"-12" DIAMETER BOWL STANDARD IN NON- ° ` q• Qq. CARSON MODEL 910 10" ROUND CAP SET TO 1/4"ABOVE FINISH �q a a° q. TURF AREAS ONLY. 4'. _ _- PURPLE BOX WITH LID ETCHED STRUCTURE OR GRADE OF SOIL IN ALL AREAS. _III ( III III I "QCV"AND STAINLESS STEEL BOLT. HARDSCAPING TAPER AWAY FROM _ FINISH SOIL GRADE FROM HEAD. FINISH GRADE _11 .,.. ...,. I--I III III- - 6"MiN• ..:....................... ..,,, ,...,..,....,,.,..,........ AT GRADE IN TURF AREAS N -III I I�I I I� 18" MAX. ;,,,, ,,,,,, ,,,,.,,,,,,,,,,,,,.,,,,,,,, 3" IN NON-TURF AREAS ,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,. ,,,,,, ,,,,,,, ,,,,,,,,,,,,,,,,,,, , ,,,,,,, I I III- CLEAN BACKFILL-SEE SPECS. FOR MATERIAL. I I 90% COMPACTION REQUIRED I ;III III III I I I 111_111 I ( I- N -III I I NELSON QCV WITH ( I -I I II 11- -I I t III III I ( I- ALL ROTORS MUST HAVE PROVIDE 6" MIN. OF SAND LOCKING PURPLE CAP - I I I I III I I 1 I PURPLE CAP TOPS.I I MODEL 7645 (3/4"),(1) _ - BEDDING AND SHADDING � NELSON#7641 QCV KEY, - -I I I . • • • AND 9 HOSE SWIVEL. ( ) -11 11 z II II co I I . . . . . . . . . . . . . . . . . . . . • . . • . . . II - 2 II . . . . STAINLESS STEEL -III . . . . . . . . . . . . . . . . . . . . . . . . . . . I MI ( IIISCREW CLAMP _ N _ -I ( I SCH 80 PVC NIPPLE -III I . . . . . . . . . . . . . . . . -- �:E MINIMUM (3) PLACES I I- . • . • . . • • • -- CONTROL WIRE SLEEVE-I (MINIMUM 4" LONG)III . .•.•. . . . . . . . . � 3i4 WASHED SIZE PER PLAN INSTALL CRUSHED N ADJACENT TO PREAGGREGATE BASE SUPPLY LINE SCH 80 PVC NIPPLE I----•-III . . I I �: D d��D::� .a�.Q. .�:.Q. SCH 40 PVC TYPICAL (2) PLACES T X T 900 ELL -ITT___ PRESSURE SUPPLY LINE SCH 40 BRASS NIPPLE III_ II I SLEEVE-SIZE TWICE I 1 I III_I MARLEX 900 STREET ELL REVISIONS I III I III-^ DIAMETER OF PRESSURE SCH 40 BRASS NIPPLE � � I I ( CITY I I SUPPLY LINE 24 LONG 6".t-,>fP DESCRIPTION DATE APPROVED NON-PRESSURE LATERAL - ANTI-DRAIN VALVE SWING JOINT AS REQUIRED LINE SLEEVE-SIZE TWICE DIAMETER OF NON-PRESSURE MARLEX 900 STREET ELL LATERAL LINE SCH 40 BRASS 900 ELL NOTES: NON-PRESSURE THIS DETAIL TO BE USED FOR ANTI-DRAIN VALVES ONLY. 1. ALL SLEEVES TO BE SCH 40 PVC. o SCH$ D PVC 90° SCH 40 BRASS 90° LATERAL FITTING N STREET ELL STREET ELL 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. N NON-PRESSURE LATERAL LINE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY #4 REBAR STAKE CD LINE FITTING (24" LONG) o 0 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. PLAN 120 ® o 9 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). " N NOTE: N 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET, PRESSURE SUPPLY LINE N 1. LOCATE HEAD 2"TO 6"FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 0 7. COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE o NOTE: a 2. USE TEFLON TAPE ON ALL MALE THREADS. CITY OF RANCHO CUCAMONGA C) ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART#EX-TA-ET-2-PRW. to 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N N LO CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY ®F RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA � s � APPROVED BY• STANDARD PLAN 1° APPROVED BYs APPROVED BY STANDARD PLAN L M D SLOPE LANDSCAPE PLANS SL STANDARD PLAN QUICK COUPLING VALVE POP-UP POP-UP ROTOR 536 TYPICAL SLEEVING �''" a 536 - TRACT #18449 LOT C & LOT D ° '�` 5`� I -C1_PXY GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BRIGHTON AT VICTORIA ARBORS w GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I � ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 c= R.C.E. 53672 SHEET 1 OF 1 � R,C.E. 53672 SHEET 1 OF 1 R.C.E. 53672 RANCHO CUCAMONGA, CA DSCgp APPROVED BY DATE ��a Murphy Fq,Q � R.C.E. No. UNDERGROUND SERVICE ALERT LANDSCAPE PLANS PREPARED FOR. CITY ENGINEER sweeney + associates c� '� c DESIGN REC NDED Call: TOLL FREE IRRIGATION DESIGN AND CONSULTING � RICHMOND AMERICAN HOMES SMP • � 5171 CALIFORNIA AVE, STE. 120 California 38730 Sky Canyon Drive,suite C Signature SUMMERS/MURPHY & PARTNERS, INC 1 R 7-31-12 IRVINE, CA 92617 D RAW N LANDSCAPE ARCHITECTS SHEET '8OO Murrieta,CA 92563 Renewal Date 12 951.461.6830 p•951.461.6850 f � * (949) 467-2600 CR/CLN I r� LANDSCAPE IRRIGATION DESIGN 3OIN COAST HIGHWAY,926 (94)4 OF � 2L 1 'L6OO Date �P DANA POINT,CALIFORNIA 92629 (949)443.1446 email@sweeneyassoc.com COMPLIES WITH CITY OF RANCHO >,qT �� DATE: CHECKED R.L.A. NO. DRAWING NO. www.sweeneyassoc.com TWO WORKING DAYS BEFORE YOU DIG Murrieta,California•Austin,Texas Ft.Lauderdale,Florida CUCAMONGA ORDINANCE#853 OF CAL\FO 8/6//2010 SMP DATE FILE NO. 116676 ' 9� -LI,. BENCHMARK: 10051: 1300.686 40" 40" 24'EAST OF L ETIWANDA AVENUE AND 40'NORTH OF L BASELINE BRASS INBIRD 1812-NP CAP BENCH DISC IN TOP OF NE END OF 4'X12' SAM PRS (PURPLE CAP) 6"- 12" DIAMETER CLEAR CONCRETE BOX CULVERT. SET TO 1/4"ABOVE FINISH GRADE OF SOIL. MULCH PER CITY "SNAP-TITE"WATERPROOF FINISH SOIL GRADE STANDARD,TAPER CONNECTOR OR EQUAL AWAY FROM HEAD WIRE SERVICE LOOP(LOOP "„ ` """ ""r`r"` ENOUGH WIRE TO EXTEND WIRE •,,,,,,♦,,,,,,♦,,,,, r,,,,,,,,,,, ,,,,♦♦„♦,♦♦♦„r♦r r,♦,r„r, ♦♦„♦♦,,,,,♦,,,,,,,♦ ♦,,,,,,,,,♦♦ ,♦„♦,♦„r♦r r„♦,♦,r♦♦,,,, ,,,,,,,,,,,,,,,;,,,,,,,,,,,, BUNDLE6"ABOVE ♦,,,r♦„♦♦„r, El 11 GRADE) o 11 El 11 El 0 0 F] 1:1 El El El 11 El 177111 El El 11 El El 171 El% , ,,,,,♦,,,♦♦ ♦„♦ El 11 El El SPLICE BOX COVER WITH ♦,,,,rr,,,,,,,,r ,,,♦♦,,,♦,,,♦„ 171 E10000 17111017100 % „ ,r„r♦,,,,♦,r,r„r„ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1:10 ❑ ❑ ❑ ❑ ❑ ❑ ❑ --IIILOCKING TOP ETCHED S.B. _III III III_ III_ II III III PIVOT ROD CAST IN CONCRETE `° I I ( I I III I AT GRADE IN LAWN AREAS III III I I JL t 3” IN PLANTER BEDS �a 0 4 CONCRETE PAD Z UUQIII00III II III - - ADJUSTABLE FEET I III III�IIIIIIIIIII�II 1=III III-111 2 64” O.C. — CORE FOR N �"� INTAKE AND DISCHARGE SCH 80 PVC NIPPLE (MINIMUM 2”LONG) 180" 12"X 18"GREEN PLASTIC METER BOX. CARSON OR EQUAL NOTES: �- SCH 80 NIPPLE-6"LONGSCH 40 PVC -------- 34" 1 . PUMP ENCLOSURE IS A CENTER SPLIT—END PIVOT, o T X T 900 ELL 2. CONSTRUCTION MATERIAL IS 5052--H32 0 MARLEX 900 STREET ELL MARINE GRADE ALUMINUM 1/8 to STAINLESS HARDWARE. 3. WEIGHT IS 160 LBS. (80 LBS. PER SIDE) €OSHA STD.J 4. APPLY RECYCLED WATER DECAL (CHRISTY'S MARLEX 900 ELL PPART UMP ENDCLO 100 4 3/8" x 3 1/2") TO NON-PRESSURE LATERAL FITTING 5. USE STAINLESS STEEL COAST GUARD SHACK SIZE DEPENDENT ON BACKFLOW 24 VOLT WIRES. TAPED AND NON-PRESSURE LATERAL LINE DIMENSION. BUNDLED AT 15 FT. INTERVALS PIVOT ROD CAST NOTE: IN CONCRETE 2 CU. FT. PEA GRAVEL 0 1. LOCATE HEAD 2"TO 6" FROM WALKS, CURBS, HARDSCAPING, N MOW STRIPS AND EDGES OF LAWN. N 2. USE TEFLON TAPE ON ALL MALE THREADS. CONCRETE PAD 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE o COMPENSATING FEATURES PER THE IRRIGATION PLAN. - 6' p :. o.. 0 4. HEAD CONNECTION AT BOTTOM INLET ONLY. Ir- I I I I I I I I 1 1 N CORE FOR INTAKE C o AND DISCHARGE L N CITY OF RANCHO CUCAMONGA, CALIFORNIA N I�-- 46" � CITY OF RANCHO CUCAMONGA, CALIFORNIA (V CO APPROVED BYI rn STANDARD PLAN OI CIT T O F RA.,+.T C H O C U C A �-O T�-GA, CALIF O R NIA APPROVED BYI STANDARD PLAN CITY j� RANCHO CUCAMONGA, 1 -'" OP--UP SHRUB SPRAY HEAD 1 � ;� µ� ` 24 VOLT SPLICE BOX .. 53� (0 APPROVED BYI � � �� (� / ��� STANDARD PLAN /_ L�O E GINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONSHEET I OF 1 R.C.E. CITY ENGINEER� DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LAMSHELVMENCLOSURE . , . 24953 SHEET 1 OF 1 543 w - NEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET 1 OF 1 ¢ SCH 80 PVC UNION Lu z c) CARSON MODEL 1220-12 14"x21" g w VIOLET/LAVENDER WITH LID MODEL Z m 1220-4 WITH STAINLESS STEEL BOLT. COVER ETCHED"PRESSURE REGULATOR" © Z r) :5 (CARSON OR EQUAL) CL 0z ¢ FINISH GRADE J= -TT 1 11= I=11 J=1 =111=1 I I I I-1 11� I�111 IIIA I J—I RECYCLED WATER III—I EI I I WARNING TAG I=I =III: (SEE NOTES) I I- coJ I I-.= PRESSURE REGULATOR .I=1 I II I h 11= 1 ISI =III III= PIPE TO BACKFLOW PIPE FROM .III= 3" 3" J I=I PREVENTOR METER FLOW---�- REVISIONS I ItIII—III 1 J CITY DESCRIPTION DATE APPROVED I III=III- 'o•oo A;oo _00 o0 =1 I I=III • I J I=III= 11-1I1=1 00..0. 00.0 0 0 I-1I1=1I1= =1 I I=III a o° o o 11 J_I I I- 00 . • 000 —III—III—I =_I^Ill—III. 11-t 1 1---!1 Ill1 1 III—Ill—J I I- 3/4"WASHED CRUSHED -USE WILKINS MODEL 500 HR(1-3") AGGREGATE BASE 0 a NOTES: N "' 1. INSTALL CONTROL VALVES A MIN,OF 12"FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. CITY OF RANCHO CUCAMONGA cfl 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. q 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 T 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND N VALVE NUMBER INSIDE VALVE BOX, LO 6.ATTACH RECYCLED WARNING TAG(CHRISTY'S PURPLE MODEL NO. ID-MAX-P2-RC009) L M D SLOPE LANDSCAPE PLANS ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. Q TRACT #18449 LOT C & LOT D BRIGHTON AT VICTORIA ARBORS CITY OF RANCHO CUCAMONGA, CALIFORNIA RANCHO CUCAMONGA, CA �'prIDSCgpF UNDERGROUND SERVICE ALERT APPRI]VED BYI �F, N,, Murphy q,Q STANDARD PLAN AP ROVED BY DATE �-Z��l sweeney + associates , _ 5.130 PRESSURE REGULATOR VALVE ��`' �� No �y LANDSCAPE PLANS PREPARED FOR. � Y ENGINEER _ R.C.E. No. 3ygS-/ --� 519 ,� Call: TOLL FREE IRRIGATION DESIGN AND CONSULTING . 1GINEERDATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W �' 0 RICHMOND AMERICAN HOMES DESIGN RECOMMENDED • HEET 1 OF 1 S M P California rr R.C.E.R<c.E. 53672 � � 1-800 38730 Sky Canyon Drive,Suite C Signature 5171 CALIFORNIA AVE, STE. 120 Murrieta,CA 92563 7-31-12 _ 1 RVI N E, CA 92617 SUMMERS/MURPHY & PARTNERS, INC. I 951.461.6830 p•951.461.6850 f Renewal Date D RAW N LANDSCAPE ARCHITEC i S SHEET 227-2600 ,� (949) 467-2600 CR/CLN email@sweeneyassoc.com LANDSCAPE IRRIGATION DESIGN * 34197 COAST HIGHWAY,SUITE 700 6 OF 12 www.sweeneyassoc.com COMPLIES WITH CITY OF RANCHO �,9 Date ��Q' DATE: DANA POINT,CALIFORNIA 92629 (949)443.1446 TWO WORKING DAYS BEFORE YOU DIG Murrieta,California-Austin,Texas-Ft.Lauderdale,Florida CUCAMONGA ORDINANCE#853TF OF CALIFO� 8/6//2010 CHECSMP R.L.A. NO. D WI G O. DATE FILE NO. 116676 • <tS' d 20 BENCHMARK: SECTION 02810 B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect,City's authorized 1.10 Completion 10051: 1300.686 representative,and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, City,and governing agencies,a minimum 24'EAST OF L ETIWANDA AVENUE APE IRRIGATIONwh r n wh n the work is read for testing. Should an work be covered without testing or acceptance, it shall be,if so ordered,uncovered A. At the time of the pre-maintenance period inspection,the Landscape Architect, City's authorized representative, and governing agencies will inspect the work,and if AND 40'NORTH OF L BASELINE BRASS LANDSC of 48 hours in advance,where and a e o y g y g PART 1 -GENERAL at the Contractors expense. not accepted,will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape Architect or City's BENCH DISC IN TOP OF NE END OF 4'X12' • 1.1 Summary Authorized representative prior to any follow-up meeting.This checked off list to indicate that all punch list items have been completed.At the time of the CONCRETE BOX CULVERT. C. Inspections will be required for the following at a minimum: post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect,City's authorized A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the City. representative,and governing agencies. B. The work shall include all materials, labor,services,transportation, and equipment necessary to perform the work as indicated on the drawings,in these 1. Pre-construction meeting. B. The City's authorized representative shall have final authority on all portions of the work. specifications, and as necessary to complete the contract. 2. System layout. C. After the system has been completed,the Contractor shall instruct City's authorized representative in the operation and maintenance of the irrigation system and shall 1.2 Construction Drawings furnish a complete set of operating and maintenance instructions. 3. Pressure test of irrigation mainline(Four hours at 125 PSI or 120%of static water pressure,whichever is greater.) Mainline pressure loss during test shall not A. Due to the scale of the drawings, it is not possible to indicate all offsets,fittings,sleeves, etc.which may be required. The Contractor shall carefully investigate the exceed 2 PSI. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the City's satisfaction by the Contractor without any structural and finished conditions affecting all of his work and plan his work accordingly,furnishing such fittings,etc.as may be required to meet such conditions. additional expense to the City. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation 4. Coverage test of irrigation system. Test shall be performed prior to any planting. work. systems, planting, and architectural features. 5. Final inspection prior to start of maintenance period. 1.11 Guarantee B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority 6. Final acceptance prior to turnover. A. The entire sprinkler system, including all work done under this contract,shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade,for a period of one(1)year following the filing of the Notice of Completion. for clarification. D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions,grade differences or B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to City within discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the date for each site visit. ten (10)calendar days of receipt of written notice from City. When the nature of the repairs as determined by the City constitute an emergency(i.e. broken pressure line)the City may proceed to make repairs at the Contractor,s expense. Any and all damages to existing improvement resulting either from faulty materials or Landscape Architect as soon as detected. In the event this notification is not performed,the Irrigation Contractor shall assume full responsibility for any revision E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, City s authorized representative,and governing necessary. workmanship,or from the necessary repairs to correct same, shall be repaired to the satisfaction of the City by the Contractor,all at no additional cost to the City. agencies for re-inspection or retesting will be paid by the Irrigation Contractor at no additional expense to City. 1.3 Quality Assurance 1.7 Storage and Handling C. Guarantee shall be submitted on Contractors own letterhead as follows: A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and City and at no additional cost to the City. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship,and the work has been B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering points completed in accordance with the drawings and specifications,ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any not shown in the drawings and specifications. Transport lastic i e only on a vehicle with a bed defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage.resulting from the repairing g p B. Exercise care in handling, loading, unloading,and storing plastic pipe and fittings under cover until ready to install. p p p y long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. or replacing of such defects at no additional cost to the City. We shall make such repairs or replacements within 10 calendar days following written notification by C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these the City. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from City,we authorize the City to specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. above rules and regulations of the same. However,when these specifications and drawings call for or describe materials,workmanship,or construction of a better 1.8 Cleanup and Disposal quality, higher standard, or larger size than is required by the above rules and regulations,the provisions of these specifications and drawings shall take precedence. PROJECT NAME: A. Dispose of waste,trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste PROJECT LOCATION: D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to City. material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. CONTRACTOR NAME: E. The Contractor shall secure the required licenses and permits including payments of charges and fees,give required notices to public authorities,verify permits ADDRESS: secured or arrangements made by others affecting the work of this section. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. TELEPHONE: 1.4 Submittals 1.9 Turnover Items SIGNED: A. Submittals Materials List: A. Record Drawings: DATE: 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site,submit to the City a complete list of all 1. Record accurately on one set of drawings all changes in the work constituting departures from the original contract drawings and the actual final installed locations PART 2-MATERIALS irrigation system materials, or processes proposed to be furnished and installed as part of this contract. of all required components as shown below. 2. The submittals materials list shall include the following information: 2. The record drawings shall be prepared to the satisfaction of the City. Prior to final inspection of work,submit record drawings to the Landscape Architect or City's 2.1 Summary of or equipment led or authorized representative. Use only new Landscape Architect's,ICity's,or governing manufacturer, agenc es standards ben on rejected and shall be e drawings and Iremol�ed from tthe serials t no expense to/the Ci furnished that do not meet a. A title sheet with the job name,the contractor's name, contractor's address and telephone number,submittal date and submittal number. p 3. All record drawings shall be prepared using AutoCAD 2010 drafting software and the original irrigation drawings as a base. No manual drafted record drawings 2 2Pipe b. An index sheet showing the item number(i.e. 1,2,3, etc.);an item description (i.e. sprinkler head);the manufacturer's name(i.e. Hunter Industries);the item shall be acceptable. The Contractor may obtain digital base files from the Landscape Architect or City's authorized representative. model number(i.e. 1-40-ADV/36V); and the page(s)in the submittal set that contain the catalog cuts. A. Pressure supply line between the water meter and the backflow prevention device shall be type K copper,one size larger than backflow device. c. The catalog cuts shall be one or two pages copied from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, 4. If the Contractor is unable to provide the AutoCAD drafting necessary for the record drawings the irrigation designer does provide record drawing drafting as a exploded diagrams, price lists or other extra information. separate service. B. Backflow prevention assemblies, and all other above grade assemblies,shall be constructed of threaded brass pipe and threaded brass fittings the same size as the backflow device, unless otherwise directed. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number,all specified options andspecified sizes 5. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the Landscape Architect or City's authorized representative. After shall be circled on the catalog cuts. acceptance by the Landscape Architect, City Inspector or City's authorized representative re-plot the record drawings onto reproducible Mylar sheets. The C. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall Contractor shall also provide record drawing information on a digital AutoCAD Release 2010 drawing file. All digital files shall be provided on a compact disc(CD) conform to ASTM D2241. e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer,Class or Schedule,ASTM clearly marked with the project name,file descriptions and date. numbers and/or other certifications as indicated in these specifications. D. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC conforming to ASTM D1785. a. Record drawing information and dimensions shall be collected on a day-to-day basis during the installation of the pressure mainline to fully indicate all routing 3. Submittal materials list format requirements: locations and pipe depths. Locations for all other irrigation equipment shall be collected prior to the final inspection of the work. E. Reclaimed water PVC pipe to be color-coded purple in color marked on two sides with reclaimed water warning statements"Caution-Reclaimed Water". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. a. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. b. Two dimensions from two permanent points of reference such as buildings, sidewalks, curbs, streetlights, hydrants, etc. shall be shown for each piece of irrigation equipment shown below. Where multiple components are installed with no reasonable reference point between the components, dimensioning may 2.3Metal Pipe and Fittings b. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. Submittals shall not have tabs,tab sheets,spiral be made to the irrigation equipment. All irrigation symbols shall be clearly shown matching the irrigation legend for the drawings. All lettering on the record A. Brass pipe shall be 85 percent red brass,ANSI, IPS Standard 125 pounds,Schedule 40 screwed pipe. binding, or any other type of binding that will interfere with automated copying of submittals. drawings shall be minimum 1/8 inch in size. c. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 6. Show locations and depths of the following items: B. Fittings shall be medium brass,screwed 125-pound class. d. Re-submitted packages must be revised to include only the equipment being re-submitted. Equipment previously reviewed and accepted shall not beC. Copper pipe and fittings shall be Type"K"sweat soldered, or brazed as indicated on the drawings. re-submitted in the materials list/index sheet or in the catalog cut sheet package. a. Point of connection (including water POC, backflow devices, master control valves,flow sensors,etc.) 2APlastic Pipe and Fittings B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and b. Routing of sprinkler pressure main lines(dimensions shown at a maximum of 100 feet along routing) specifications, he may do so by providing the following information to the Landscape Architect or City's authorized representative for approval. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size,schedule or class, PVC type and grade, National Sanitation Foundation approval, c. Isolation valves Commercial Standards designation,and date of extrusion. 1. Provide a written statement indicating the reason for making the substitution. d. Automatic remote control valves(indicate station number and size) B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672,ASTM D2241 or ASTM D1785. 2. Provide catalog cut sheets,technical data, and performance information for each substitute item. e. Quick coupling valves C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet,all mainline fittings shall be 3. Provide in writing the difference in installed price if the item is accepted. Schedule 80 PVC)and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the"deep socket"bracketed type. Threaded f. Drip air relief and flush valves plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. C. The Landscape Architect or City's authorized representative will allow no substitutions without prior written acceptance. g. Routing of control wires where separate from irrigation mainline D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. D. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. E. The Landscape Architect or City's authorized representative will not review the submittal package unless provided in the format described above. h. Irrigation controllers(indicate controller number and station count) Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. 1.5 Existing Conditions i. Related equipment(as may be directed) F. When connection is plastic to metal,female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape,or equal. A. The Contractor shall verify and be familiar with the locations,size and detail of points of connection provided as the source of water,electrical supply,and telephone B. Controller Charts: line connection to the irrigation system. G. All pressure mainlines installed with solvent weld PVC fittings shall be installed with concrete thrust blocking at all directional changes in the mainline routing. 1. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. The areas covered by the individual Concrete thrust blocking shall not be required when ductile iron fittings and mechanical restraints are specified. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of control valves shall be indicated using colored highlighter pens. A minimum of six individual colors shall be used for the controller chart unless less than six control construction. Should a discrepancy exist, notify the Landscape Architect and City's authorized representative prior to beginning construction. valves are indicated. 2.5Backflow Prevention Units C. Prior to cutting into the soil,the Contractor shall locate all cables,conduits,sewer septic tanks, and other utilities as are commonly encountered underground and he 2. Landscape Architect or City's authorized representative must approve record drawings before controller charts are prepared. A. The backflow prevention unit shall be of the manufacturer,size, and type indicated on the drawings. shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work,the Contractor shallREVISION S promptly notify the Landscape Architect and City who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such 3. The chart is to be a reduced copy of the actual"record"drawing. In the event the controller sequence is not legible when the drawing is reduced,it shall be B. The backflow prevention unit shall be installed in accordance with the requirements set forth by local codes. CITY conditions are encountered. enlarged to a readable size. C. The backflow enclosure shall be of the manufacturer, size, and type indicated on the drawings. DESCRIPTION DATE APPROVED D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair,at his own cost; 4. When completed and approved,the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. all damage resulting from his operations or negligence. 2.61rrigation Booster Pumps E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans prior to paving operations. C. Operation and Maintenance Manuals: A. Booster pump shall be factory pre-piped and pre-wired and mounted on a steel base hot dipped galvanized after fabrication,with a capacity(GPM)and pressure boost(TDH)as indicated on the drawings. r shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or City's authorized representative at least 10 Field assembled pump systems are not acceptable. Booster pump assembly shall be as manufactured by F. The Contracto s a a fy a g g y 1 J calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. Green Product Sales.Tel. (949)584-7311. G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work,from damage due to his operations. 2. Each complete, bound manual shall include the following information: B. Booster pump shall be as indicated in the notes and details indicated on the drawings. H. Contractor shall notify City's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice,prior to turning off or modifying any existing irrigation system. 3. Index sheet stating Contractor's address and telephone number,duration of guarantee period, list of equipment including names and addresses of local 2.7 Valves manufacturer representatives. I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work,damaged by the construction of this A. Gate Valves: project.Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be a. Operating and maintenance instructions for all equipment. 1. Gate valves shall be of the manufacturer,size, and type indicated on the drawings. complete to the satisfaction of the City's Representative. b. Spare parts lists and related manufacturer information for all equipment. J. The contractor shall provide bore holes under any existing pavement or paving encountered for the required lateral, mainline and low voltage control wire sleeving. CITY OF RANCHO C U CAM O N GA Bore holes under 2 inches in diameter and smaller shall be made with a BulletMole®underground boring tool as manufactured by Dimension Tools,LLC(Contact D. Equipment: telephone number(888)-650-5554 or at www.bulletmole.com). Bore holes larger than 2 inches in diameter shall be made with an approved mechanical boring tool. No air jacking or hydraulic boring of any kind shall be allowed. 1. Supply as a part of this contract the following items: 1.6 Inspections a. Two(2)wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. L M D SLOPE LANDSCAPE PLANS A. The Contractor shall permit the Landscape Architect and City's authorized representative to visit and inspect at all times any part of the work and shall provide safe b. Two keys for each automatic controller. TRACT #18449 LOT C & LOT D access for such visits. c. Two quick coupler keys with a 3/4"bronze hose bib, bent nose type with hand wheel and two coupler lid keys. BRIGHTON AT VICTORIA ARBORS RANCHO CUCAMONGA, CA d. One valve box cover key or wrench. ND SC pFc ��, APPROVED BY DATE Murph - ALERT e. Six extra sprinkler heads of each size and type. ��� M y ti10, LANDSCAPE PLANS PREPARED FOR: CITY ENGINEER S R.C.E. No. UNDERGROUND SERVICEsweeney + associates c� '�' �c+ DESIGN RE OM ENDED .. ® Call: TOLL FREE IRRIGATION DESIGN AND CONSULTING . 2. The above equipment shall be turned over to City's authorized representative at the final inspection. RICHMOND AMERICAN HOMES SMP California Signature 5171 CALIFORNIA AVE, STE. 120 R 38730 Sky Canyon Drive,suite c 7-31-12 IRVINE, CA 92617 SUMMERS/MURPHY & PARTNERS, INC. 1-800 Murrieta, DRAWN LANDSCAPE ARCHITECTS SHEET Morrie 1.830 p5 951.461.6850 f * Renewal Date * ( ) ll 949 467-2600 CR/GEN DANA 34197 COAST POINT,CALIFORNIA HIGHWAY,9(949)aa3.laas 7 OF 12 Ar 227-2600 email@sweeneyassoc.com JT Date �P. DATE: www.sweeneyassoc.com ATF OF L1FD�� CHECKED R.L.A. NO. DRAjL2j- TWO WORKING DAYS BEFORE YOU DIG Murrieta,California Austin,Texas•Ft.Lauderdale,Florida CA 8/6//2010 SMP DATE FILE NO. 116676 � Zo BENCHMARK: 2. Gate valves shall be constructed of a bronze body, gate and stem. Gate valves shall have threaded connections. E. Diagrammatic Intent: B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the 10051: 1300.686 surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 24' EAST OF L ETIWANDA AVENUE 3. All gate valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and AND 40'NORTH OF L BASELINE BRASS changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to City. 3.9 Irrigation Heads BENCH DISC IN TOP OF NE END OF 4'X12' A. Quick Coupler Valves: CONCRETE BOX CULVERT. F. Layout: A. Irrigation heads shall be installed as indicated on the drawings. 1. Quick coupler valves shall be of the manufacturer,size, and type indicated on the drawings. 1. Prior to installation,the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads,valves, backflow preventer,and automatic B. Spacing of heads and inline drip tubing shall not exceed maximum indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 1" controller. female threads opening at base,with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive,watertight connection shall be made between the coupler key and valve. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. 3. Vinyl quick coupler cover to be purple in color with the words"Warning-Reclaimed Water-Do Not Drink"permanently marked on lid. 3.10 Backflow Prevention Units G. Water Supply: E. Automatic Control Valves: Connections to,or the installation of,the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made A. Backflow Prevention Units shall be installed as indicated on the drawings.The backflow prevention unit shall be installed in accordance with the requirements set forth 1. Automatic control valves shall be of the manufacturer,size, and type indicated on the drawings. at no additional expense to City. by local codes. 2. Automatic control valves shall be electrically operated. H. Electrical Service: B. The exact location of the backflow device shall be approved by the Landscape Architect or City's authorized representative before installation. 2.8Valve Boxes 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no C. The contractor shall be responsible for the testing and certification of the backflow device for proper operation. Testing and certification shall be performed by a state additional expense to City. qualified backflow tester. A. Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to sunlight and chemical action of soils. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.11 Miscellaneous Equipment B. The valve box cover shall be green in color and secured with a hidden latch mechanism or bolts. 3. Contractor shall make electrical connections to the irrigation controller. 230-volt single-phase electrical power source to pump assembly location shall be provided A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. by others per NEC codes. D. Valve box extensions shall be by the same manufacturer as the valve box. 3.2 Trenching B. Quick coupler valves shall be set approximately 18 inches from walks, curbs, header boards,or paved areas where applicable. E. The plastic irrigation valve box cover shall be an overlapping type. A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on C. Install devices such as rain sensors,freeze sensors,flush.valves, and air relief valves, master valves and flow sensors as indicated on the drawings and as drawings to the depths below finished grade and as noted. Where lines occur under paved area,these dimensions shall be considered below subgrade. recommended by the manufacturer. F. Automatic control valve, master valve,flow sensor, and gate valve boxes shall be 16"x11"x12"'nominal'rectangular size. Valve box covers shall be marked"RCV" with the valve identification number,or"MV", "FS", "GV", "heat branded"onto the cover in 1-1/4 inch high letters/numbers. B. Provide minimum cover of 18 inches on pressure supply lines 2%inches and smaller. 3.12 Flushing the System G. Quick coupler valve boxes shall be 10"circular size. Valve box covers shall be marked with"QCV""heat branded"onto the cover in 1-1/4 inch high letters. C. Provide minimum cover of 24 inches on pressure supply lines 3 inches and larger. A. Prior to installation of irrigation heads,the valves shall be opened and full head of water used to flush out the lines and risers. H. Valve box cover shall be PURPLE! in color and permanently marked (attached tags are not acceptable)on valve box cover plate with the words"Warning-Reclaimed D. Provide minimum cover of 18 inches for control wires. Water-Do Not Drink". B. Irrigation heads shall be installed after flushing the system has been completed. E. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. 2.9 Automatic Controller 3.13 Adjusting the System F. Provide minimum cover of 12 inches for non-pressure lines. A. Automatic controller shall be of the manufacturer,size,and type indicated on the drawings. G. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. A. Contractor shall adjust valves, align heads,and check the coverage of each system prior to coverage test. B. Controller enclosure shall be of the manufacturer,size, and type indicated on the drawings. 3.3 Backfilling B. If it is determined by the Landscape Architect or City's authorized representative that additional adjustments or nozzle changes will be required to provide proper C. Controller shall be grounded according to local codes using equipment of the manufacturer, size,and type indicated on the drawings;or as required by local codes coverage, all necessary changes or adjustments shall be made prior to any planting. and ordinances. A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inches in diameter. C. The entire system shall be operating properly before any planting operations commence. 2.10 Electrical B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction,free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to D. Automatic control valves are to be adjusted so that the irrigation heads operate at the pressure recommended by the manufacturer. A. All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. adjacent grades. C. Flooding in lieu of tamping is not allowed. 3.14 Testing and Observation B. All electrical work shall conform to local codes and ordinances. D. Under no circumstances shall truck wheels be used to compact backfill. 2.11 Low Voltage Control Wiring A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed,tested and accepted by the Landscape Architect,City, E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. and governing agencies. A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings,and in no case smaller than 14 gauge. 3.4 Piping B. The Contractor shall be solely responsible for notifying the Landscape Architect, City, and governing agencies, a minimum of 48 hours in advance,where and when B. Connections shall of the manufacturer,size,and type indicated on the drawings. the work is ready for testing. A. Piping under existing pavement may be installed by jacking, boring,or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. C. Common wires shall be white in color. Control wires shall be red (where two or more controllers are used,the control wires shall be a different color for each C. When the sprinkler system is completed,the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted controller. These colors shall be noted on the"Record Drawings"plans located on controller door). B. Cutting or breaking of existing pavement is not permitted. areas is complete and adequate in the presence of the Landscape Architect. D. Ground wires shall be green in color or bare copper and in no case smaller than 6 gauge. C. Carefully inspect all pipe and fittings before installation, removing dirt,scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans,or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate,without bringing this to the attention of the Landscape Architect. This test 2.12 Irrigation Heads D. Remove all dented and damaged pipe sections. shall be accepted by the Landscape Architect and accomplished before starting any planting. A. Irrigation heads shall be of the manufacturer,size,type,with radius of throw, operating pressure, and discharge rate indicated on the drawings. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. E. Areas to be maintained for the formal maintenance period shall start maintenance at the same time, as directed by the Landscape Architect,City,and governing B. Irrigation heads shall be used as indicated on the drawings. F. Parallel lines shall not be installed directly over each other. agencies. Partial areas will not be released into maintenance prior to completion of items listed in the pre-maintenance review. The maintenance period may not be P C. Irrigation heads shall have purple reclaimed water warning cover. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including F. If, after the maintenance review,the irrigation systems are not accepted by the Landscape Architect,the contractor shall reimburse the Architect for additional site wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. 2.13 Miscellaneous Equipment visits,or additional time required to review work. All additional time will be billed at the Architect's hourly rate and will be paid for by the contractor at no additional cost H. PVC pipe shall be installed in a manner,which will provide for expansion and contraction as recommended by the pipe manufacturer. to the City. A. Landscape Fabric: I. Center load all plastic pipe prior to pressure testing. G. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 1. Landscape fabric for valve box assemblies shall be 5.0-oz.weight woven polypropylene weed barrier. Landscape fabric shall have a burst strength of 225 PSI,a puncture strength of 60 lbs. and capable of water flow of 12 gallons per minute per square foot. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. 3.15 Maintenance 2. Type: DeWitt Pro 5 Weed Barrier or approved equal. � K. For plastic-to-metal connections,work the metal connections first. Use anon-hardenin pipe dope an all threaded plastic-to-metal connections,exce t where noted During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all yp pp q p g p p p p p intended plantings. otherwise. All plastic-to-metal connections shall be made with plastic female adapters. B. Equipment such as flow sensors,wye strainers and master valves shall be of the manufacturer,size and type indicated on the drawings. 3.16 Completion Cleaning 3.5 Controller PART 3-EXECUTION Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site,all walks and paving shall be swept,and any A. The exact location of the controller shall be approved by the Landscape Architect or City's authorized representative before installation. The electrical service shall be damage sustained on the work of others shall be repaired to original conditions. 3.1 Site Conditions coordinated with this location. A. Inspections: B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. END OF SECTION 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. may properly commence. 3.6 Control Wiring 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations,the original design,the referenced standards,and the manufacturer's recommendations. A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Discrepancies: B. Where more than one wire is placed in a trench,the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. 1. In the event of discrepancy, immediately notify the Landscape Architect or City's authorized representative. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control C. Grades: valve. 1. Before starting work,carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. REVISIONS grade. CITY 3.7 Valves DESCRIPTION DATE APPROVED 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. A. Automatic control valves, quick coupler, and gate valves are to be installed in the approximate locations indicated on the drawings. D. Field Measurements: B. Valve shall be installed in shrub areas whenever possible. 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. C. Install all valves as indicated in the detail drawings. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. D. Valves to be installed in valve boxes shall be installed one valve per box. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities,which are caused by his 3.8 Valve Boxes operations or neglect. A. Valve boxes shall be installed in shrub areas whenever possible. CITY OF RANCHO CUCAMONGA LMD SLOPE LANDSCAPE PLANS TRACT #18449 LOT C & LOT D BRIGHTON AT VICTORIA ARBORS RANCHO CUCAMONGA, CA �p \,NNMS C,4,o4" APPROVED BY ' DATE 34fl- A , �cQ` C,* phyCITY ENGINEER �- � R.C.E. No. �..�h��- UNDERGROUND SERVICE ALERT do ) LANDSCAPE PLANS PREPARED FOR: sweeney + associates cDESIGN RE ENDED 0. Call: TOLL FREE IRRIGATION DESIGN AND CONSULTING RICHMOND AMERICAN HOMES SMP Imm California Signature 5171 CALIFORNIA AVE, STE. 120 1-800 38730 Sky Canyon Drive,Suite C7-31-12 IRVINE, CA 92617 DRAWN SUMMERS/MURPHY & PARTNERS, INC. SHEE Murrieta,CA 92563LANDSCAPE ARCHITECTS fill 951.461.6830 p-951.461.6850 f Renewal Date * (949) 467-2600 CR/CLN 34197 COAST HIGHWAY,SUITE 200 8 OF 12 t 227-2600email@sweeneyassoc.com Date DANA POINT,CALIFORNIA 92629 (949)443.1446 T �P www.sweeneyassoc.comqTF of DATE: CHECKED R.L.A. NO. DRAWING NO.. TWO WORKING DAYS BEFORE YOU DIG Murrieta,California•Austin,Texas-Ft.Lauderdale,Florida CAL\F8/6//2010 SMP DATE FILE NO. 116676 MAL : BENCHMARK: ::..,.. .x -11 Itf3 :<::::>:>::>:::»:<:>: ::;; :` 00.686 tMORTAR �, uO1+GRETI~HEADER RAO :•;,:..;:.:;.,. : :::;:::'. 10051. 13 �- , PER PLAN : :-''.....::..:;:. ;,,:•.:::. :..:.;>:. :::::::'<:.'.. 24 EAST OF L ETIWANDA AVENUE CASE 1 , l TOOL MORTAR JOINTS TO AC-IENT•-OBILEw EXPO$ED EDGES AND FINISH PE cum ANDCURB V*4ALK SIDEWALf�. ,, (INSTALL AT GRADE LEVEL AT S'ItL€ALE' : € I. AND 40'NORTH OF L BASELINE BRASS �o? COBBLESTONE 1 IN LAMtI�I: :::..:;':. \..;::::;.�'::.<":::;':::;: .:`'.::; , cif 1N:PLANT BES CROSSINGS) \ ..� .� BENCH DISC IN TOP OF NE END OF 4X12 o t, :�"` T',� \ CONCRETE BOX CULVERT ° n .. 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KEY MAP 21�a� .�< _ PLAN 4 \ t :' .v .r€. fl NT T CITY-MAINTAINED \ ::.,:.. \ .n ;:.. . gEtTH zh 2, WIDE CGNCRETE HEADER 'O 8E USE13NLY WHEN ADAGE ON.T.S. \ \ . .• ..' \\�\� � P=1277.1 ♦ :. NTS I. , � . ... .. . .. .. .. . ... ... ,II , ..III ~ 110 3.CONCRETE TO BE 5wt- cn 1N \ \\ \\ \ ♦ ♦`11: LEGEND ®I I 1 . < I 2 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLES AREAS,AS A EDGE 1% TREE� ` ^NCRET €A `3�RT ORS TREATMENT TO Alwl fON-HARDSCAPE LIMITS GI~WORK,AND BETWEEN ALL TURF AND \ / COSBLES�TONE BENEATH COBBLE V4#3 Bre#, 00 �` E AREAS. ,:\\ \ ♦ p,N SYMBOL BOTANICAL/COMMON NAME SIZE QTY. PLANT FACTOR - NDC , :::. , \\\\\ :.PL ,- _,_ ti ,\� . 00 4 Q 2z (r.3 . . :. 6. . ..- ___ , 2*MIN,1+ MAX.RAD. 6 , \ %% . f / 15 G illy CURB&GUTTE SEE DELA€ I~OI \ \ } \ / % ' � I BRACHYCHITON POPULNEUS 8 PCC MOW CURB 0 ``A e.� -1 ♦ \ B BOTTLE TREE STD. 0 X ENI CONDITfON \ ♦ ,, _< \\ I ■; • w / ��---------------PER CITY STDG 534 - \ . / // }. SRS PCC i��l£�`N CURB _. __ \ \\ \ .. I ■I , \ ,� / '' PiR CITY STI sal: 6 TY Fz♦ \ �.\.\,.:\ ■ t� • , ' �'' - ` • CERCIS OCCIDENTALIS 15 GAL 20 O.C. MIN PLANTLK ' COBBL STONE I� � 1,.... 1 1 ■1r,4i1 II'F'I2I14rE33`tf STNI3AIIJ PIrAE�I t lI 1 :.::, I ,l!\ ♦ WESTERN REDBUD SPACING IIw � � '� � � I 0 ­�11.1-, 0- \ 1% �1 �,; . 4 ,.z 4 \ �� ;�' P=1276.2 ti ♦ : .:..... . .. M._. _. _ y----. 1 :.:.:.:. �- r 1 M _ _ INFER WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON�#RUGIIC�1� ♦ ,� :.. 1:: I : ; PODOCARPUS HENKELII 15 GAL. 3 S€bEitALK IIAROCAR ; DATE USE W 5 SHEET BI" i n 1 ::: I ' -LEAFED YEL _ a �' I .C;1A ; T _. ........ _._ >; ` , -•�.. i ' it 11 ::;`'` I� - t; ', t \ LONG LOW WOOD STD. \ t" JOIN AT RIGHT*1GL"S(TYP:) I. �-- 1111 _ - - - ♦'{ - - T MIN,14 MAX.RAO. _ x--- _ _ _ .: EXI TI�rG Ct R ♦ �.. 1 111 - y .�. _ OR ALL ' ♦ ,� \ 1 I _ . - t: \, ♦<, _ - - � _ =_ I ■ `I€ LAGERSTROEMIA I. NATCHEZ' 15 GAL. 16 M :.. D CHITIN _ STD. N / I��I ^ �- °•° WHITE CRAPE MYRTLE NATES. 4 ..,._. \\\ .. ♦ '� y,. } O, ': I �. 1 N • .CONCRETEe rLs;520-D-2500, \\:. - .>:::/ .� -:: / �1 I:�.. . LOT 24 I ■`' .ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SIfiLi BE; :; \\: PLAN 3 \\\\• ' ` III I :I ■ 1 I` 1 'v } I ' BOULDERS:MAX.T00-CMN.V61 � ..,.,,;'.'�\ \L:;... :.`•, . ;;, ' \ � I I P=1275.2 ■ t I : it PLACE I] cOi IwsoNE ;MAX.� �-M1 €. °WITH s€ `� \\ £:� �: :: III I ■3 I1 .�- EXISTING TREE TO BE PROTECTED IN 9 ° At>pE. EMBEDMENT '''':• '• '•.. \ :.," s / 1 1 i 11 ^'f f: :.. v,BOUL€3ER$SHALL HAVE I/d EMBEDMENT,CC)BBLE$SHALL� E \ \ ::: :. v: £: / I :;' 1 VV - ..., EEN- F3;rS SHALL>E �L€rf3�P�€:H x1153£chClTfil, €IRI�,E,�g{nt7t 2•x!3 11�.Ra SAt�}I�,GB£If1 P 4.ALL SPACES BE S �3 � `, f 1 : 1r. �/ '. PORTLAND CEMENT CONCRETE.E.ANO E7Rl'-P,�Ci S A 3- ' -' :..,• II I 5,1�SA,4PLE=T tARF-k N1€N.40 SO,FT.,5HAIL BE A€�i�Fi.0 VED BY THE,CITY IN5PE,TQR,PRION TO PROCEEDING�t t. ,, :' -'.... :.ter I I o -o :: .. :... 1 I O I E€zA€r�Ic� ,OCK�f'vOlrt. ,, \ - "��, ♦ ��, I I I� {, '° I I �.. ■ I' • ` 1 EXISTING TREE TO BE REMOVED :: : ____ �' , e \ ,,,. I I:� 1 i i i !} I _ t ; � 6,FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR 'f � - _,- _ ^a: ,,. ii • ° 1; ` --,--- Gi � e .-_'' \. I :•11.:;.::::- I - �.:::..,..:.'........ � �n - : \ ra 7.ROCKS SHALL BE SMOOTH.€.RC31lI�€f3Bp 1E?FREE(1F3E3IEC3IQNA£41 E£3ISF€�at1R ,TIC'i3+Ia AI\II1w.�'GE�a3»Jlm IRON CONTENT,E°11, f� \ - ,:. �� e 1\ Ins r , n '�o row' I 1 ■Q r" tl „ 1 x: . l N €~co L STONE�,I As SCALL xA4fE,•',W CONCRETE HEADER As ,N twl T f>A'VT€NC. :> a - G O�' -G I I - - - - - - �r } � ': \ :3: - cp,0� ." \ -I : :. : VIII _ - - � - 1 I .ROCKSCAPI IOULC}FE�LE.C�`J1RADIo�i�;FIEII�SLCialwS EXIT A'>3 MALI fA11 �'°C.Ili.AT/}#. .€€IES'd1 -H{, #k sIr I .O,<I, ` - :. ��., �, -r ,, }5 ` i LEGEND OIN :::: , µ �. ` ^' :- ` :..,• '' .''. :'-: -0 . I!11 :_- I I I ■ SYMBOL BOTANICAL/COMMON NAME SIZE PLANT FACTOR f \ �: �� �.� ,,!r♦ r III I I 1 APPROVED S STANDARD I PLAN :, \ `r7 - ,, °i t. RIVER WASHED GRMT \: D \% Z C� I I Lu �` '; 1 \ \ --` ' :':: -,:::: -.• // e�j3: --� � ITL ,:'`'' :.. 1 ( I I:>�--- LOT 25 :•,_ ...:.:: I ■t � 1 ■ lm� PARTHENOCISSUS TRICUSPIDATA 5 GAL. 46 M ua CITY ENGINEER 2 DA7E USE WIT€ -STANDARD SPECiF CAMNS' FOR PUBLIC WORKS CONSTRUCTION : 11 % \ \, .L,L� ­. ___&__ . . � \ I .,I PLAN 2 <: I ■ #I I t� ■ I BOSTON IVY 2495, 4 '. .'•.:. :'..' v \ e{ ♦ I I P=1274.5 > ■ 'I { f 1' J f2,C:E, - ::. . `! % / "" °� - ♦ �`� I I I ' CONSTRUCTION NOTES FOR SLOPE PLANTING: \ -, � // LOT 22 \ ♦` ♦ .... I -'I 1 I ■ ..........:..,.....: '- N\ \\- PLAN 4 \ e - ♦ O I I t \ z, .f �-� ::'- - 1 ►•.._:_:::'._``___"•_"- - - - - - -I- - #, fj .o° ■ 1. SLOPE BANKS 5 FEET OR GREATER IN VERTICAL HEIGHT AND OF ANDSCAPED WEAPP OPRIATE \\ \\ P=1277.1 - \ ♦ �� I�I I �� � ■.; •oa° ■ LESS THAN 2.1 SLOPE,SHALL BE,AT MINIMUM,IRRIGATED AND \ ::: \\\\\\\ 3 III "� � �":�y,/�< I I ■ GROUNDCOVER FOR EROSION CONTROL. \ \ <0�e I I I I % ` ;� ■I-I ! ■ 1 2. SLOPE BANKS 5 FEET OR GREATER IN VERTICAL HEIGHT AND OF 2:1 OR GREATER SLOPE III �:; \ \\ \ / *! I •.. 1 . I q.° 1 :. I I I ONE 1-GALLON OR LARGER SIZE SHRUB FOR EACH 100 SQUARE FEET : / <. FEET OF SLOPE AREA, \ :.:�:\++ \\ / -. I::>:_::: I I LOT 26 ;�; I ` \ ?000 ' / I I ■ : �° OF SLOPE AREA,AND APPROPRIATE GROUNDCOVER.IN ADDITION,SLOPE BANKS IN EXCESS �, \ ;Cy •• \\\ \\ .'•,--� ^ / �� �. ' III I PLAN 1 ■ti # ■ OF 8 FEET IN VERTICAL AND OF 2:1 OR GREATER SLOPE SHALL ALSO INCLUDE ONE 5-GALLON .€ r \ �� '. . \\; \\ '.. /--- i - I I;.,I I P=1274.2 I ;l NP. OR LARGER SIZE TREE PER EACH 250 SQUARE FEET OF SLOPE AREA. II `'•.. I \ ��1� ALL BE PLANTED IN STAGGERED CLUSTERS TO SOFTEN AND VARY I �.,.::'\ /. ::: �, 311" I .:,.. I I °p$e ■ 3. TREES AND SHRUBS SH I'Il � , - 1\ � � I I , :I I : I 1 \ NST T I NG _ \ -� / I III 11 `'' I ■', '.# , ■ SLOPE PLANE. f 11 \ '• HAMRIVE \ - READING DRIVE ENTRY i I I I I I I ■" I 1 ■- 1 4. SLOPE PLANTING REQUIRED BY THIS SECTION SHALL INCLUDE A PERMANENT IRRIGATION \\ \ ':" ~"'M�' - �� �� I h•-I I I ! ■ SYSTEM TO BE INSTALLED BY THE DEVELOPER PRIOR TO OCCUPANCY. \\ \ - _ t::�:� -- ... ¢. � \\ \\ I ,�--~ :'''': :'; ..:.::•:-.:.:.....`::...:......:.:- 1. _ "'-`___ _ I I - - - - - -1U I ilu" ALL LANDSCAPE & IRRIGATION TO COMPLY TO CITY ORDINANCE NO. 823 _.. _. ~ ,: : . ., _ - _ - . - :: ... - _ f - _ �. x.y� # 0� i( _ _ ... \ \ \ :.. ''- '- / // - _ _ - _ - _ �'' fir;,• f "�... --....- - i J \ \ \ � : __ _ _ _ _ ; ; _ GHAM ■ HARDSCAPE LEGEND f~! -- IN l �lll I t �- _-_ __ ■ \ - i \ s / i./ !,�._% // - _ _I ,' • ..bio},� :'' ;. -- .\. , I 11 �' I \ �_ - _ ! f T - SYMBOL DESCRIPTION ,. ' - �# . - moi. / / / jl -' •. L _�; ...// }: 3 ■ : .: .. _ �- - // _ .. �-/ I _ 1/ ! f� - - -_- - -_ ; •...:..:.......:.' ' :;.: .�,.\ ,'' ///// ■d I ■ CONCRETE MOWCURB PER CITY STD. DETAIL 534 THIS SHEET ! ryr - __ _� _ _ // rI r t - f f _ - �\ III , f f : , I _ -_ -- - __ _ i Y :"': ;.; :; I Il• Ii _ - _ // �/ I ■r ° I € ■ BOULDERS BETWEEN THE STREET CURB AND . ,. f t fl _ I--_ 2 &3 BOULDERS. NOTE. O <...:: �, ;I -'' ;# f : I / LOT 27 I € O �. -110 I r ~'.:I, 1 :If t •., �_ \ / // \ O■; # # ■ o THE SIDEWALK SHALL NOT BE TALLER THAN 24"ABOVE FINISH GRADE : ':• ' f €I` I < I PLAN 4 I ■ -� :. % : . . ;. . :. :I I/ E 1' . \� �\ ��// / ■s i►l # I{ ■ RIVER WASHED GRANITE COBBLES PER CITY OF RANCHO CUCAMONGA I 1 i I £ / R -. I # g. `'. I I 1' ,I:/ I 1 f I \ I - /� // O 0 STANDARD DETAIL 542 THIS SHEET r I _ I �� \ III € LOT 1 • t� - y�y4 :. .............. :.. .. f - - - - ■ 2 PLAN 4 t"fii� I I , I I 1 - // \ ~■I It I .I- € PLAN , ' ;. . i - I I •. - - / �: \ \ ,. LOTS I I - I _ - - -r= -I__ I ■- I I I ■ 1 I I P=1271.5 P-1271.5 t r t '•• ,< I h :> :`..:�` - - - - \ \ ...1 "r :: :: PLAN 3 f I # €I; °` I I> I ■` r I ■ } ::: is •::ir: ). i P=1271.8 . f :F ::::. I l� I :I::;:.].? ... .. 1 \ \\ I € i ■ I r J I #€ - 1 I ■ I. I I°, I::: \ I tl : 1 ,, # . I , 1 LOT 31 I I I I'.. \ \ I ■ # # i i 4 ■ Lr " \ REVISIONS n I I _ i f PLAN 2 I I I 1 ■ z f ,�1 ' i I f s \ € I I I - - - - - - - - _ - - IfI / I _ I I \ \ I # # # ■ { - I'- >I- - ,- - I I t !f 1 #; P=1273.2 �I_I' LOT 30 :nr 1 I \ •*yh \ I I ■ m CITY - I I I i •f,/ 7 ' :� 1 i 's} I I .' PLAN 4 I LOT 29 I \ �� \ I I ■ DESCRIPTION DATE APPROVED LIMIT OF W�R:■ ■■ ■ �,- ■ �: I! I I P=1273.4 I i \ ������� \ I ■ # ! i > ■ ■ ■■ ■■■■■■■ �- » -''� F: * l f I PLAN 1 I \ ■ I ■■■■■ a• » _. p -~ r�i s I P=1273.6 L T 28 \ \ I ■f I r !i , »._ _ -_» -- •°° p _- ,. ( I ■'? I t <} --- I I PLAN 3 \ �( it f ; E I ■ I s fk� a ` % _ I P 1,274.1 \ I I€ ■r _ .- _.... •-,fity, b _ :.+ �. ; ;'; \ _ T ¢ I - __- .%, 1 I \ \ ( I ■ .:.::.. t ry: 4 _ z .1� :: .:all.::.. ...:::::::»»»:, . ,.:::..,:»,::..».<.:.,;:..�,..,,,....:.,.• .:w».n..-.i:.,.«:•::-�•:.N..,r--:.r-�.... ry... .. . _..:::>w.,;.:••�.�....,,,�,�:------•--- �, \. ■ I I , • . .t.. ncn-..... .... �.f... < c... .t.t ... ..r nrr.-•:c'.- ::::;:--'--.• ! .:m, ''. f , ■ I A f k i O' c ! •-.. .moi.;~. ■ :: _ o1z \. 1 �.. ---_ .. .: _� ■ M v:,.:� . --- - ~ �=~ .. .,.■ ■ WORK I _ ° / _ �• �- `. ~ _ _M "~--,0• "~- � :_.I ■ I _ �••;; t ■■■■■■■■■ ■ ■■■ ■ ■=■■■■ ! :Y f '•.,`••:�. `�- '..,~- •'~`"' ----�..Q„•-.gyp --- . ---�_.:`-•---�_.w�-��'.... :'- !!_ mr■■ �, // ..'' ° I ■ _ ��� �.,. L I I T O F WORK ■�-I. •--w.�.-•�:. .. ...-. .` ... _ --•'-•-'-. _ �; �"�•.e° ~.,-... �..•.._. ...� w© � � �■.1 ■■ �. - .♦� .. I GMEADOW .. . I 10 ~ w: w r M D � :. ~~ - .:� o E RET Al NI NG V E .. .° � ,�o -~ .....�.�_ _�-�..�...,�._•��..-... �:: _L TYPE >:::: ;;; :: - __ �- i _ . 00 - _ `_ ~ _ . ~ _ __ �• _ - - w-- _ .•- f moo ~~~ ~-` r _ _- ~... _ _�.._ q • ___ �-_� _ - - CITY OF RANCHO ...m:%:..: _ NOTES �, ■., t} -'-'- M- g_ Mw µ _ ._��o -,- --- _ ■ GENERAL PLANTING O T �-� �~ - - MI OF W R ■ `rC. _... . ``~•� _ ___ -.-.... ~- -e• � �, ° ---- -- " ■ LM D SLOPE TREE & VINE PLANTING PLAN .. -- . GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE 1. AT THE CONCLUSION OF ROUGH G APE PLANS ::i].xJ:: N DSC CONTRACTOR.RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR L p _ -- L M D SLOPE INTO INSTALLATION OF PLANTING AREAS. 49 a M 2. TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE E 1. 1. • MATERIAL OF ACCEPTABLE SIZE AT THE D ■■ :: > :x> °:: ::•••. ■•;::�: TRACT #18449 LOT C & L CANNOT LOCATE ■■ CONTAINER SIZE INDICATED. IF THE CONTRACTOR 'n' TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION;DOWNSIZING OR V V D •■ SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE R ' V ■■■■■■ `. u.. :.;.. ". ,,,.., •... ...".. BRIGHTON AT VICTORIA ARBO RS ALLOWED. E 3. CONCEAL IRRIGATION VALVES IN SHRUB AREAS. ■•■ ■■ ■■■■■■■■■■■■■■■■* 4. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK RANCHO C U CAM O N GA, CA EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA. ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. rID S C 5. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT/N THE FIELD.WHENEVER FEASIBLE,TREES F.� ��, Mur A pFq APPROVED BY DST E SHOULD BE PLANTED A MINIMUM OF TEN(1 0)FEET FROM ALL UNDERGROUND UTILITIES,STREETLIGHTS, M phy 'Q R.C.E. N o. a , TH/SNOTBEPOSSBLE CONTACT THE LANDSCAPE �� �' ti �' LANDSCAPE PLANS PREPARED FOR: CITY ENGINEER ,` �.%'�' 5����� HYDRANTS,AND OUT OF DRAINAGE FLOW LINES.SHOULD _ UNDERGROUND SERVICE ALERT ARCHITECT FOR DECISION ON PLACEMENT. 6. GROUNDCOVER TYPE SHOWN SHALL BE PLANTED IN SHRUB AREAS AS SPECIFIED ON PLANS. GROUNDCOVER SCALE: 1 "=30'-O" �c �i DESIGN RECO E N D E D SHALL BE PLANTED AT 12"ON-CENTER UNIFORM TRIANGULAR SPACING,AND SHALL BE CONTINUOUS UNDER W �, RICHMOND AMERICAN HOMES " - '' Call: TOLL FREE 7- SODDED LAWN SHALL BTREE AND SHRUB E"MARRAS OW NOI N PLAN. TURF-TYPE DWARF FESCUE AVAILABLE FROM SOUTHLAND SOD o 5171 CALIFORNIA AVE, STE. 120 SMP Signature • Q 8. FARMS CONTRACTOR/DEVELOPER 1S TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE LANDSCAPE ONCE ALL 7-31-12 IRVINE, CA 92617 SUMMERS/MURPHY & PARTNERS, INC. S H E -000 WORK ISCOMPLETE. Renewal Date DRAWN LANDSCAPE ARCHITECTS 9. CONTRACTOR/S TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CII TY INSPECTOR AT THE (949) 467-2600 CR/CLN 34197 COAST HIGHWAY,SUITE 200 9 OF 12 i FINAL INSPECTION. TIE AND TRAFFIC SIGHT LINES. NORTH 0 30 60 90 120 4 11j Date \P DANA POINT,CALIFORNIA 92629 (949)443.1446 2272600 10. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES 11. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. �rF O FODATE: CHECKED R.L.A. NO. DRAWIN NO. F CALF 8/6//2010 SMP DATE FILE NO. 116676or.dro. 1r9df-am TWO WORKING DAYS BEFORE YOU DIG �� jluAv4 Z* ' 0 \ � N BENCHMARK: \., ::: 10051: 1300.686 ' ,\ 24' EAST OF L ETIWANDA AVENUE :. �� \ \ ; , AND 40'NORTH OF L BASELINE BRASS 4 �';. BENCH DISC IN TOP OF NE END OF 4'X12' �.. :•' '�'.'' X19. ."10CONCRETE BOX CULVERT. \ ,. 2D, �` :'P G�� aI \. , :�, PQ \ 16 .s\`��` ....;:' :. F . -;% _ow o:: ..Nu k �y 1L, a .'!Y::; k:•:: t•.y::. `a ::. ``` .; :' }r .- 111/' :.: •.... % •. :`' :: :. :::<:>s"`::><:#SSS>:f:>s::>:t: i`;.: w- - i N \ .' .. / _ %' . . 11-11 .. e;­K':%.---­:::::,:......j I . ::::.., ..... ., I $ • \, V / .,3 t :: / -:•. .t• ' ; /-�, aS f \ .: ;.. // ��♦ \ \ `,,' .' \ \ / / / '`:. LOT 22 I I # = � �"..a t � � / \ �• .``\\\ •r\ PLAN 4 �� :• a : I ' 8 at Iy'� \� > ..•. / N \ . .'...:;` \ \ P=1277.1 1.:,,.:.. .. ♦ \ ::>:.: ::> / \ o 1 . 2 <` '# 1` , / �., \ \ V �, " ` ' O R ...:::... ....:.:::.::.::::. .. A ::../.... .. // A.. ♦ * \ KEY MAP / + \ , ,. :y_ \ \.�.:` / I N.T.S. ♦ �.\ N :.-:.' \ :::/ r N \\ \\ i; ,, ,: .. 's �� . - v i. / /\�'> �\\ 0 SHRUBLEGEND ' 1 •- ;: •: ::.:,: a� \ \ �` \\\ `%--: ,'-' ♦ �. �101 \ ' \ \/ I ■ • SYMBOL BOTANICAL/COMMON NAME SIZE QTY. PLANT FACTOR :.:, / .: . \ ;/ // ■ \ ,� \\. ..- 1. 4 \ 11 1- % 1 • \ ,::::. 'I. ` \ ::.. 11..:.:;1\ j GAL. 36 O.C. M 5 , : , ''� \ ........:..:: 1 1 ■ /! /i DIETES BICOLOR .. 6� \ \\ I • \\ ':::: :::: `:::'.'' ti .: ��' r \ .:'. '- 1\ \ ■ • • i�j /j- AFRICAN IRIS SPACING ,L % \\ \\ r r I 11 LOT 23 P y `�\\\\ -♦� \ '�' ii LAN 1 ■ ti \ \ , :. . t II K11 - ' �f �♦ P=1276 2 HEMEROCALLIS MASTER MAGICIAN 5 GAL M , ,, \ .,1.1.:..t1 .. I ■ • \ 2' O.C. :: �0 \� --` ♦ ,, r DAYLILY SPACING �. ■ r � - \-0 it :".. :. f ♦ ✓� , - f'; % ::: Icz r T ; I - 0 . . ,,t.: r `G �� \'''' ` .:• --'" Q� ♦r \ 1 ':, I I I - o�A - • JUNIPERUS HORIZONTALIS 'WILTONII' 5 GAL 48" O.C. M \`' O��G f ♦ � '. \ II 1 _. �- � --_�_- --■ ` BLUE RUG JUNIPER P , - - :• �_- _ 1 SPACING _ _ _ _ r .. 1 _ :' i% _= tr ;� .N \ - .. ■ • LANTANA CAMARA DWARF WHITE 5 GAL 4 O.C. L \ :_ _ -I I ... 3 LOT 24 I ■ \ \ � `�' �-,,. --' " II • \ DWARF WHITE LANTANA SPACING 4. : ,.. ::: �'•'. � .::.:.• .. �'� :'. •`'� :. ': I I �I PLAN 3 ■ \\ `':;r\ - � \ :: . � I IP=1275.2 1 ■ • LEPTOSPERMUM S. 'RUBY GLOW' 5 GAL 6'O.C. M \ ':\r ,-,..-.--- """ -. ::.. ::. : - � No I III I I ■ • 1 C� NEW ZEALAND TEA TREE SPACING I I •• / + : i,:: .. . ■ ..,.;'. . % �2,:....••.: t :. ' : \ + ♦ :.rr... :....L•, I I p� •� RHAPHIOLEPIS L 'PINK LADY' 5 GAL. 36" O.C. M ~:. `� ♦ + III I ■ \ %.. . � �� I I I O +, • INDIAN HAWTHORN SPACING <r.:::.:. LOT 22 \ + ♦• �� \ ``\. \ \ / PLAN 4 ♦ + ♦ (( III I r *1 1 ■ +� •O r \k \ O ,( _ - - - } + •� - _ O ..I:....i... ',:. .,...:. 1 \\ \\ P-1277.1 :::....., I + �, \ - - •.:-.:.. -:. \\ = -1:I:>:....••• _.(" 1A`• V" + + + + ROSMARINUS JESSUPS UPRIGHT 5 GAL. 42 O.C. L 9. \ �' I 'I -..:.-.......:...... � ? m= ( �O 1 ++++++++ ROSEMARY SPACING \` i. \\\\\\ ...* 1. \ ► 1111 - - _ - _ _ _ _ _ � - ■ I(+ ■� + + + + "'. \ \\ \ _ .- --I�1 rt.-:.-:...-..... ■ ��' � SALVIA GREGII 'PINK' 5 GAL. 4' O.C. L \ :. I .: I J■ ( ■J PINK AUTUMN SAGE SPACING \ \ rn �I ':, ....f \`.`\\ III % I ■ ■ ..:... +� i I ...- ++ ,:.,y.:• i. \\\\\\ r 1111 1 I I, I j + ■ TRACHELOSPERMUM JASMINOIDES 5 GAL. 24" O.C. M ,, y /// Ii II \\ \\ . D II - I I I I I I ■ STAR JASMINE SPACING \ \\ /rte- r ■ %% . . '► ,, \: ..\ m 4,:: :. 1.1...E.1.1:1 _�..-. I a -`\1.... / :, / I LOT 25 . ■ \ `" ' \ \\ // 111`11 PLAN2 .k.... I ■ � I \ 111.. 1 \ 1 ,1�- III I � :. 1. j. READING DRIVE ENTRY II .....__............ .... f-A P=1274.5 ), ... ` __.... 1 I `� I-**,- ....... . I I In ..: -�I!-*­:- :-.*:=11 - - L�11�� I I . a , ... -.7. IK 1 1 1 1 1 1 � :.. ■ :. '....::. I III 1 ■ I .::: L .. . ...,.. ;.-..- I . II II I 11 i >::: I I : LOT 26 ■ ■ ' IIIII PLAN 1 ■ ■ • I I I::II "��` P=1274.2 I ■ ■ I I I I I •... I t ••...,... ":.`. I I »» . : ■ CONSTRUCTION NOTES FOR SLOPE PLANTING: :..... I I :.:_ NOT TI .•.•:. I t I I I ( = 1 ■ ■ 1. SLOPE BANKS 5 FEET OR GREATER IN VERTICAL HEIGHT AND OF 5:1 OR GREATER SLOPE,BUT I II 11 NGS-jqM I I I I I , I ■Y LESS THAN 2:1 SLOPE,SHALL BE,AT MINIMUM,IRRIGATED AND LANDSCAPED W/APPROPRIATE \ \\ \ _-. .Y.. -� DRIVE I I 1 I 1 I ■ ■ I GROUNDCOVER FOR EROSION CONTROL. �--. \\ \ \ �._-.- -""_~max :-. ::::<.`�`-«______ :r ��'�""�""� -�._. . .....`.... ......""-- ... `'I 1 1 1 , I ■ * ■O 2. SLOPE BANKS 5 FEET OR GREATER IN VERTICAL HEIGHT AND OF 2:1 OR GREATER SLOPE %\\ \ \ \\ �� -•---•- I -I-..I.,fJ.,, ^ . I ■ �* ■� SHALL BE LANDSCAPED AND IRRIGATED FOR EROSION CONTROL AND TO SOFTEN THEIR \ \ : �r----''-" ._. ... „%:.:':....:.:..--.:., �� -- `" - �-- -� I I - - - .- _ _ _ + I,L APPEARANCE AS FOLLOWS:ONE 15 GALLON OR LARGER SIZE TREE PER EACH 150 SQUARE \ 1111 . :' •' ...,„�u' M - M _ - ...: _ ■� FEET OF SLOPE AREA ONE 1-GALLON OR LARGER SIZE SHRUB FOR EACH 100 SQUARE FEET . � / \ \ \ \ _ ��_-___-- __ ' i.: I I I •`....�-•- '-• 7"`"�'--_ w I I - - -. '' "�• ■ ` OF SLOPE AREA,AND APPROPRIATE GROUNDCOVER.IN ADDITION,SLOPE BANKS IN EXCESS \ \ _ :' �. \ I I -' " .. - - - INCLUDE ONE 5-GALLON : _ _I......... � � h ......... \ \ . ..;; .: .•. '= - '=- I -- - _. (( ■~ OF 8 FEET IN VERTICAL AND OF 2 1 OR GREATER SLOPE SHALL ALSO T /) \ \ \ \� ✓.trf.t J I / - • J ? /- -� _` •� ,.. \ :b, ..:rte .�-„•,,,,,,.w f \ \ \\ .:::.: / / -_ Y - _ - - •, ''•. ' .rl , 't : • --w w NOT�'' I ■� OR LARGER SIZE TREE PER EACH 250 SQUARE FEET OF SLOPE AREA. \ \ `- / // // --:.,:.: -�.� l 3 S r... l - msµ""""""^""-^-^....._, NG / / ■ \ \ \ / // / - _ �° �` t i:l 1 r ` �_ --_••-�..._M N� / .- +I ■ 3. TREES AND SHRUBS SHALL BE PLANTED IN STAGGERED CLUSTERS TO SOFTEN AND VARY \ _ . M E // / \ - / F S \ \ \ i ?% / �/ / / // / - , '� ti '• f `-f%Ir1 1 6iOXj'LOia\ --- -�: ""..,... �/ I SLOPE PLANE. � �: . . / \ \ :.: I - _ '. \ \ �- �- -1-^y/% -'- - - f �,-'--- ;• ��'== -�':; I� O REQUIRED BY THIS SECTION SHALL INCLUDE A PERMANENT IRRIGATION - - ;- // / / / I • I : i I '- .L -- ...._`.\ � + SYSTEM TO INSTALLED BY THE DEVELOPER PRIOR TO OCCUPANCY. .,...:.,.. ff�1­1 - :. _. _ _ .::.: -. .::.... ..:. _ - _ // :-.. + + I • I/ i ;I _ _ _ //// I :: .. :: - 5. 1 t.: :. / , I ; - _ ■ + '�I lei I �'- - -� - - ; •I••. \////x I +I ■ _ - t + 1 1 H / .. y f II I: '� - - . - - �:...:.::...:.:. /�(/// \ LOT 27 �■ I /' ■ /, :•. ,�' f ( I _ , \ PLAN 4 ■ 1* *� ALL LANDSCAPE& IRRIGATION TO COMPLY TO CITY ORDINANCE N0. 823 1 : r : I ::.�., I /� \ 1 1 . . I + : f i I t I ' a: , / 1 J '/ : LOT 2 LOT 1 I. / IS\ _ -..I_ /�� �/ I ■ o I PLAN 2 PLAN 4 / ...� :: f I -.... I I I............ - -- ' -� �/ \ \ I �■ + : / -- - LOT 3 P=1271.5 1 1 P=1271.5 r • =_ - ; - _ I N ! \ -I■ f... i 1 I \ I ■ PLAN 3 1 1 _:..:.:.. ,fi �•'-' � } 1:...,• \\ 11 _,... . r :• ;: 1 1 _....::: ............ . ......... P-1271.8 I;.:.: f I I, ".r.::;;1"::::.::.:. ......... \ ■ ■ 1 I l: r, I I I \ I I- I / , I ► : l:► I:::: :.. \ \ ■ :'- 11 11 p / •, f II LOT 31 �:......-... I y \ ........: .. 1 :................ 1 I _ , z _ _ I I , \ f l PLAN 2 \\k ■ �� i I I ■ I....... _ _ _ _ _ _ _ _ _ _ _ ¢ _ _ ; I... _ _ I I ♦ I , f j:I P=1273.2 I .. ( I - \ I + i ■ - - - - - I I ♦ f 111 I LOT 30 s 11 I x ai \ \ ■ ■ m OF WORK 1 1 N■■ r♦♦ % I f 'I . :I r I PLAN 4 S I LOT 29 .. I \ \ I ■ +� ■ LIMIT ■■ ■■ is f ■■m■■■m■�■■■■ / , I ' I P=1273.4 I I I \\ \ ■■■ t ■ �-: ,:.-. LAN 1, ■■■ *-..� ,_T_� . ..+ + f S: . . P=1273.6 8 )I;, REVISIONS �I • IT - , : >. ♦ ___ I I I . PLA�J 3 \ J+t ■ CITY _f l !/ + _ :' :i f . j r= >✓ ,�� + ■ ♦ I P 1:274.1 ■ DATE >t i ■ : -. / t �� .._. -.: ♦ T 1- - - _ I \\ ,,, \ DESCRIPTION APPROVED I I - . ♦ - .,.• : y I . . - ..{. - 7 -T "" I ■ f -_ f ■f:j:" >:: _ ■ MR: _. .:- I 11_�,Z­zl.ia�., I .. '.. ,� \. t I's f 'fi. + #"-+•-_.� + +..'"#„ + +•�W�.h�-ice.� ■ . 0 1 * _ _ LI 1 1 ":�, r.. . r + + '••• .... . . / -.4� , r _. + ■ I-,A. :: ♦ , ,�,� -I ., %■■■■m■■m■■■■■■■■m■■■■M■■■■■■■■■■■■■■ _."I.-I...... .. / �r ■■■ _ + + + ■Y LI IT OF WORK ■■■■� .--..:-. � �� •-•_-�.....,_ � ■ ■� IrIr■ :. 00 _.Z. LONG MEADOW p 1.-�_� • RIVEE ILL. ++ + +w .-. �. .� .■ �,♦ ■ _L TYPE 11 RETAINING �.+� + -� + + + i ��� r ■■■■■■ i i'r .. . so + f _.. - WORK we ■■ jj ��7OF _____ ........ *.. . _ -+ + -+--I-.*. .- + + _�..,.4:-, -+--4 + � CITY OF RANCHO CUCAMONGA GENERAL PLANTING NOTESLONG •■■. ., ♦ ME •• ♦ - BTAINEDBYTHE '� D O ■■■■ ■�!: LIVID SLOPE SHRUB PLANTING PLAN 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE O V D ■ CONTRACTOR.RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR R ' V ■■■■■■■ ' INTO INSTALLATION OF PLANTING AREAS. E LMD SLOPE LANDSCAPE PLANS 2. TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THEmom No* CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION;DOWNSIZING OR OT D SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE TRACT #1 8449 LOT C & L ALLOWED. 3. CONCEAL IRRIGATION VALVES/N SHRUB AREAS. BRIGHTON AT VICTORIA ARBOR 4. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA. ALL TREE PLANTED WITHIN RANCHO C U CAM O N GA, CA SIX(6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER FEASIBLE,TREES \J D S Cq P SHOULD BE PLANTED A MINIMUM OF TEN(1 0)FEET FROM ALL UNDERGROUND UTILITIES,STREETLIGHTS, APPROVED BY DATE i HYDRANTS,AND OUT OF DRAINAGE FLOW LINES.SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. ���G M, Murphy q,QL, CITY E N G I N E E R GROUNDCOVER _ do y LANDSCAPE PLANS PREPARED FOR: R.C.E. No. .5�/�j2 UNDERGROUND SERVICE ALERT 6. GROUNDCOVER TYPE SHOWN SHALL BE PLANTED IN SHRUB AREAS AS SPECIFIED ON PLANS. GROU SHALL BE PLANTED AT 12"ON-CENTER UNIFORM TRIANGULAR SPACING,AND SHALL BE CONTINUOUS UNDER SCALE: 1 " 3 0'-011 �� �� �� TREE AND SHRUB MASSES AS SHOWN ON PLAN. in RE E DED 7. SODDED LAWN SHALL BE"MARATHON IIE"TURF-TYPE DWARF FESCUE AVAILABLE FROM SOUTHLAND SOD oxf RICHMOND C H M O N D AM E R I CAN HOMES DESIGN P " __ 0. Call: TOLL FREE FARMS(805)488-3585 120 101/ 1 o ® 8. CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE LANDSCAPE ONCE ALL Signature 5171 CALIFORNIA AVE, STE. WORK IS COMPLETE. SUMMERS/MURPHY 8t PARTNERS, INC. 1-800 9. CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CIITY INSPECTOR AT THE 7-31-12 IRVINE, CA 92617 DRAWN SHEEV FINAL INSPECTION. Renewal Dote LANDSCAPE ARCHITECTS 10. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. NORTH 0 30 60 90 120 * (949) 467-2600 CR/CLN 341IN COAST HIGHWAY,SURE )4 B OF 12 I� 11. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. DANA POINT,CALIFORNIA 92629 (949)4431446 227.2600 Date �,P DATE: 1. CHECKED R.L.A. NO. DRA IN N0. OF CALF 8/6//2010 SMP DATE FILE NO. 116676 �� TWO WORKING DAYS BEFORE YOU DIG BENCHMARK: 10051: 1300.686 24' EAST OF L ETIWANDA AVENUE AND 40' NORTH OF L BASELINE BRASS BENCH DISC IN TOP OF NE END OF 4'X12' I. GENERAL SITE PLANNING F. Hydroseed Tun` CONCRETE BOX CULVERT. 6. Application The Owner shall have a soil analysis made after completion of the rough grading. The Contractor shall incorporate all soil amendments and fertilizers Hydroseed all areas designated as 'Hydroseeded Turf. See Planting Detail Sheet for type and quality of seed mix, fertilizer and additional Refer to Hydroseed Lawn Notes for hydroseed application. prescribed herein. The soil preparation specified below shall be adjusted amendments. according to the analysis, after approval from landscape architect. III. GENERAL NOTES 1. Application A. Weed Control for Lawn, Shrub & Ground Cover Areas (Except Slopes) A. Clean -Up a. Equipment: Hydraulic equipment used for the application of the 1. Remove all existing weeds from surface. Remove all roots of Bermuda- fertilizer, seed, and fiber pulp, shall be of the'Super Hydro -Seeder' 1. After all installation operations have been completed, remove all Johnson Grass, etc. and dispose of off site. type as approved by the Landscape Architect. This equipment shall rubbish, excess soil, empty plant container and trash from the site daily. have a built-in agitator system and operating capacity sufficient to All scars, ruts or other marks in the area caused by this work shall be 2. Install irrigation. agitate, suspend, and homogeneously mix a slurry containing not less repaired and the ground left in a neat, orderly condition. Leave site in than 40 lbs. of fiber mulch plus a combination of 7 lbs. fertilizer broom -clean condition at the end of each working day. Hose down all 3. Fertilize all shrub/ground cover areas. Apply 10 lbs. of 16-20-0 solids for each 100 gallons of water. The slurry distribution lines paved areas, including walks and patios, upon completion of all work. commercial fertilizer per 1,000 sq. ft. or as directed by soils report. shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank B. Maintenance 4. Water all shrub/ground cover areas for three (3) weeks to germinate and spray nozzle within sufficient proximity to be seeded. weed seeds. Apply water at low rate to avoid erosion. 1. The Contractor shall maintain during installation a sufficient number of b. Preparation: The slurry preparation shall take place at the site of men and adequate equipment to perform the work herein specified. 5. Licensed applicator shall apply systemic weed killer to all planting areas per work and shall begin by adding water to the tank when the engine is Plant maintenance work shall consist of applying water, weeding, caring manufacturer's specifications. at half throttle. When the water level has reached the heights of the of plants, including ground covers, shrubs, vines and trees, edging and agitator shaft, good circulation shall be established and at this time mowing lawns, fertilizing, control of pests and diseases, and maintaining B. Soil Preparation & Finish Grading the seed shall be added. Fertilizer shall then be added, followed by walks free of debris and dirt. Upon completion of each area of fiber mulch. The fiber mulch shall be added to the mixture after the installation, the Contractor, Landscape Architect and Owner shall 1. Rough grade: Site to be received by Landscape Contractor to within seed and when the tank is at least one-third filled with water. All conduct an inspection of completed area, along with the Owner's 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. fiber mulch shall be added by the time the tank is two-thirds to maintenance representative. At this time, a list of corrections, if any, three-fourths full. Spraying shall commence immediately when tank is shall be made which are the responsibility of the Contractor. 2. Finish grade: Finish grading to consist of grading, raking and hand work full. necessary to achieve desired contour and flow line patterns, based 2. After all work has been completed, inspected and accepted, all areas upon Civil Engineer's plans, resulting in evenly finished surfaces free of c. Application: Apply hydro -mulch in the form of a slurry consisting of will be maintained for a period of ninety (90) calendar days or as long debris and litter. wood cellulose fiber, seed, chemical additives, commercial fertilizer as is necessary to establish thriving trees, shrubs, turf, and ground cover and water. When hydraulically sprayed on the soil surgace, the without bare spots. 3. Spread over all lawn, shrub and ground cover areas, amendments and hydromulching shall form a blotter -like ground cover impregnated fertilizer prescribed in soils report. Thoroughly mix into soil to depth uniformly with seed and fertilizer and shall allow the absorption of 3. Keep all areas weed -free, adequately watered, and neatly cultivated to of 6" or more and fine grade. Shape mounds as shown on plans. moisture and rain fall and percolation to the underlying soil. Remove for the ninety (90) day period. Remove all debris from site and keep Contractor to import soil necessary to attain design grades and berms, construction. Leave site broom -clean. the entire site broom -clean. Mow turf areas weekly. Hydroseeded turf all import soil shall be free of weeds, debris, and have balanced Ph. areas shall be irrigated after the slurry mulch has been applied and Smooth and even grading without depressions or high spots, to provide II. GENERAL SLOPE PLANTING allowed to set for one (1) day. The soil surface must be kept moist at smooth and even surfaces for proper drainage. Final grade shall be all times during the germination period to avoid desiccation of seedlings. 1" below walk/top of curb. Remove from the site all stones over 2" in The Owner shall have a soil analysis made after completion of rough grading. size. The Contractor shall incorporate all soil amendments and fertilizers 4. Re -seed all bare spots in turf areas at two (2) week intervals and prescribed herein. The soil preparation specified below shall be adjusted maintain until an even stand of turf, without bare spots, is obtained. C. Planting accordingly to the analysis after approval from the landscape architect. Re -seed all slope areas that fail to germinate evenly. Repair all eroded surfaces at no cost to the Owner. Plant trees, shrubs and ground cover as called for where indicated on A. Planting Preparation Planting Plan and as detailed on Planting Detail sheet. 5. Damage to any planted area shall be repaired immediately. Depressions 1. Slope Texturing caused by vehicles or foot traffic shall be filled with topsoil, leveled Substitutions of plants will not be accepted unless approved by Landscape and replanted. Exterminate gophers, moles and repair damage. Architect. a. Cut Slopes: These surfaces shall be roughened in a horizontal direction following the contour of the slope. The roughened texture 6. The project shall be so cared for that a neat, clean condition will be 1. Ground Cover - Flats and/or Cuttings shall be made by hand raking or similar mechanical means. presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a All plant materials specified as rooted cuttings or flat stock on Planting b. Fill Slopes: These surfaces shall be compacted and finished and minimum of one weekly visit for maintenance purposes. Plan shall remain in the flats until time of transplanting. The flat soil also roughened in a horizontal direction following the contour of the shall contain sufficient moisture so that soil does not fall apart when slope. The roughened texture shall be made by hand raking or 7. At the end of the maintenance period, all areas that have been planted lifting plant from flat. Ground cover plants shall not allowed to dry out similar mechanical means. shall be fertilized with commercial fertilizer, analysis and rate of before or while being planted. Roots shall not be exposed to the air application shall be per the soils report. except while actually being planted. Wilted plants will not be accepted. 2. Weed Eradication Procedures At the time of planting, the soil around each plant shall be firmed 8. The Contractor shall request a final site visit seven (7) days prior to the sufficiently to force out air pockets. Plants to be planted in triangular a. Manually remove all existing vegetation and dispose of it off-site. end of the maintenance period. This request shall be written and spacing as specified O.C. (On Center). All cuttings shall be minimum of directed to the Owner and the Landscape Architect. Upon written 6" long. tants in 6" X 6" planting its. Water immediately after g p p g p b. Fertilize all planting areas with fertilizer based on Soil Labs acceptance of the project, the Contractor shall be relieved of any each planting until one inch of water penetration is obtained. Care recommendations. (See Planting Detail Sheet). Add any and all soil further maintenance. shall be exercised at all times to protect the plants after planting. Any amendments as required, per the soil analysis. Begin watering damage to plants by trampling or other operations of this contract shall process to activate fertilizer and additive chemicals. C. Guarantee be repaired immediately. c. Water all planting areas thoroughly and continuously for a period of All turf, hand -planted and hydroseeded ground cover, and shrubs shall be 2. Shrub &Trees two (2) consecutive weeks. The Landscape Architect shall approve guaranteed to live and grow to a period of ninety (90) days after specific watering duration and frequency program designed to installation and acceptance by the Owner. Trees shall be guaranteed for Plant all container -grown plants in planting pits, two (2) times wider and germinate all residual weed seeds. one year. Any material that fails to grow through the specified maintenance two (2) times deeper than the container, as directed on Planting Detail d. Discontinue watering process for two (2) days, then apply recommendation and guarantee period shall be replaced by the Contractor at no cost to sheet. Thoroughly mix 1/3 organic backfill (Nitrolized Redwood Shavings or equal) and the amendments specified in the soils analysis with the by licensed applicator, if perennial weeds appear on the slopes. the Owner. site soil, prior to backfilling of planting pits. Install Plant Tablets, per If annual weeds appear use straight contact herbicide as per the pest D. Observation the manufacturer's instructions and as detailed on Planting Detail Sheet. control advisor's recommendations. No water shall be applied for a Contractor shall construct basins around all trees not in lawn areas; minimum of four (4) days following application of contact weed killer. 1. Observation visits specified herein shall be made by the Landscape basins shall not exceed top of root ball crown. e. Allow sufficient period of time to insure that all weeds are dead. Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the 3. Top Dressing f. Water all planting areas thoroughly and continuously for a period of observation is requested. Top dress all ground cover and shrub areas with 3" thick layer of OGC three (3) weeks. A shorter watering period may be permissible at 2. Observation visits are suggested for the following parts of the work: (Organic Ground Cover), to be specified on all planting plans. the discretion of the Landscape Architect and/or the pest control advisor. Discontinue the watering process for one (1) day prior to a. Upon completion of grading and soil conditioning prior to planting. 4. Stakingthe second application of the herbicide spraying. Re -apply the spraying operation with a straight contact weed killer, as per the b. When trees are spotted for planting, but before planting holes are Stake all trees as detailed on PlantingDetail Sheet. pest control advisor's recommendations. Allow a minimum of four (4) excavated. days without irrigation, for effective final weed kill. D. Special Backfill Mixes c. Written acceptance of the project to release the Contractor from g. Clear all desiccated weeds from the slopes to the finished grade. further maintenance shall occur after Final Observation with the Owner 1. Azaleas - Use 80% coarse Peat Moss, and 20% clean top soil. In. Water all planting areas on the regular irrigation controller schedule or his representative at the end of the maintenance period. 2. Camellias & Ferns - Use 50% Peat Moss, 25% Forest Humus and 25% for three (3) consecutive days prior to the hydroseeding operation. E. Verification of Dimensions Site Soil i. Then allow planting area soil surface to dry out for one (1) day only, 1. All scaled dimensions are approximate. Before proceeding with any work, 3. Pots and Planters - Use Kellogg's Indoor Planter Mix. prior to the hydroseeding application. Care must be taken not to allow the soil surface to be super -saturated with water prior to the the Contractor shall carefully check and verify all dimensions and REVISIONS E. Sod -See PlantingDetails Sheet for sod e. typ hydroseeding installation. At the same time, the soil surface should quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual CITY not be dry. There should be some residual moisture within the first conditions. No work shall be done in any area. where there is such a DESCRIPTION, DAT APPROVED 1. Areas shall have a smooth and continual grade between existing or 1/2" of soil surface. discrepancy until approval for same has been given by the Landscape fixed controls, such as: walks, curbs, catch basins. Roll, scarify, rake and level as necessary to obtain true, even soil structure. j. Begin the hydroseeding operation in all areas, as specified. Architect. F. Utilities 2. Apply fertilizers as specified on Planting Detail Sheet and mix into the 3. Planting soil. 1. The Contractor shall be responsible for verifying the location of all Plant trees and shrubs as called out where indivated on Planting Plan underground utility lines prior to any construction, so that proper 3. Sod shall be installed the same day it is delivered. Sod shall not be and as detailed on Planting Detail Sheet. Substitutions of plants will not precautions may be taken not to damage such lines and plant locations, left on pallets in the hot sun. Contractor shall be responsible for any be accepted unless approved in writing by Landscape Architect. Install promptly notify the Landscape Architect who will arrange for relocations and all damage to sod not installed on day of delivery. planting tablets as called for in legend. Plant all container grown plants of one or the other. Failure to follow this procedure places upon the in planting pits two (2) times wider and two (2) times deeper than the Contractor the responsibility for, at his own expense, making any and all 4. Unroll sod carefully and place in staggered pattern of strips. Sod container. Thoroughly mix the specified materials found in the soil repairs for damages resulting from his work. shall be installed against adjacent strips to eliminate joints and edges. analysis and those specified in the Planting Detail Sheet, with the site soil, prior to backfilling of planting pits. G. Existing Trees 5. Trim sod to conform to lawn shapes designated in the Planting Plan. 4. Planting Tablets (See Planting Detail Sheet) 1. Contractor is to insure the preservation of any existing trees on the site. CITY OF RANCHO C U CAM O N GA 6. After sod is laid, it shall be irrigated thoroughly to provide moisture Damage or loss of these trees will result in replacement of equal size by penetration to at least 6" into prepared soil. 5. Hydroseeding Specifications For Slope Areas the Landscape Contractor. PLANTING SPECIFICATIONS 7. All sod in sodded areas shall be handled and lad in agi high standard a. Hydroseed Mix H. See Planting Detail Sheet for additional notes. workmanship manner. All ends, joints, and cuts shall fit tightly so that Hydroseed mix and mulch shall be amended to suit specific site L M D SLOPE LANDSCAPE PLANS there are no voids and the final appearance is one of a continuous lawn. Sections of sod less than 18" long or 9" wide shall not be used. conditions. Verify hydroseed mix with the Landscape Architect and TRACT #18449 LOT C &LOT D Soils Report, upon results of the soil analysis. The mix shall be 8. No sod area will be accepted until approved by the Landscape applied to all slope areas directly after the installation of all plant BRIGHTON AT VICTORIA ARB ORS Architect. ' s as final dressing. Planting Detail Sheet for pe and material g 9 type RANCHO CUCAMONGA, CA quantity of seed mix, fertilizer, and additional amendments. \,p,ND SCgp Murphy �q,Qc APPROVED BY � DATE ' �,, y LANDSCAPE PLANS PREPARED FOR. CITY ENGINEER .' - R.C.E. No. 6.51p `�� UNDERGROUND SERVICE ALERT �`� N HOMES RICHMOND AMERICA DESIGN RE ENDED Call: TOLL FREE Signature 5171 CALIFORNIA AVE, STE. 120 SMP 1-800 7-31-12 IRVINE, CA 92617 SUMMERS/MURPHY 8t PARTNERS, INC. DRAWN LANDSCAPE ARCHITECTS SHE Renewal Date * (949) 467-2600 CR/CLN 34197 COAST HIGHWAY, SUITE zoo 12 OF 12 227-2600 s ,� Date �,P DATE: TF DANA POINT, CALIFORNIA 92629 949) 443.1446 CHECKED R.L.A. NO. DRAWING NO. of CA1-�F�� 8/6//2010 SMP DATE FILE NO. 116676 TWO WORKING DAYS BEFORE YOU DIG 20 42