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Home My WebLink About2219-L F:\.lobs 10\1090\LMD\TTLS 109OLMD v.5.dwg, 3/8 '11 10:15:46 AM, bobnic, 1 :1 DEVELOPER/OWNER C WWI is [a HmITE uRArL' PLANS LAND-SCA.PE AR FOR K. .HOVNANIAN HOMES 1 2525 Campus Drive TRACTS 176- 51 & 18708 Irvine, CA 92612 Uj 0Uj SOUTHA AN ST, EAST OF EAST AVE. Phone: (949) 222-7700 d Uj PTCA A, C . A0 FAX: (949) 222-7701 < Uj U, LANDSCAPE MAINTENANCE DISTRICT NO , 7 � o VICINITY MAP _-.� GEIyERAL NOTES SHEET INDEX - - - � � 1 . THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL .BE BROUGHT TO THE ATTENTION OF THE -' --------__ � e0�� I LANDSCAPE ARCHITECT AND THE CITY, SHEET 1�1 TITLE f� 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY, WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L- CONSTRUCTION F-- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. T 0 z I 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY w AVENUE DAMAGE ; DAMAGE INSURANCE AS REQUIRED BY LAW: L-4 IRRIGATION PLAN Q PROJECT c.� 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK, NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT ,`. 1-800-227-2600 'T'WO WORKING DAYS PRIOR TO CONSTRUCTION. pry� 5 C.V.W.D. STD. DRAWINGS 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-6 IRRIGATION DETAILS RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. Uj t.3 M. y ;i L-7 IRRIGATION DETAILS0- BANYAN ;fi EET `± c^ 0 / 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.Q.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS r.y ; HAVE BEEN APPROVED BY THE CITY ENGINEER, L- PLANTING PLAN L>U 00 'lu a 8_ SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT TI 1= TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT Iiii TI -- H Of 0 _-------- �� WIDE FLAT AREA AT THE TOE OF SLOPE, NG DETAILS 9- UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-10 SPECS - IRRIGATION ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL � � � T� � Z CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCEL1 I SPECS U ST;+it P,017TE 2210 RE.EwAY \ OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP, MAINTENANCE ALSO INCLUDES ALL - �, IRRIGATION m u REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER L1 2 SPECS COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. TE p Z 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. & PLANTING W LU 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSE:NSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. �; i 12. L-` PLANTING o CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERSa LU BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE--MAINTENANCE 8" WIDE X 6" DEEP CONCRETE HEADERS -15 SOIL MANAGEMENT PLAN © h BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERSU_ C7 * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS -° MANAGEMENTPLAN NOT TO SCALE 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDE'NALK LAYOUT SHALL BE MADE IN THE ,�•17 VEGETATION T. L„ � x FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, cn PRIOR TO FINAL CONSTRUCTION. a MAINTENANCE RESPONSIBILITY MAP CONSULTANTS b U 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: •c� - * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS, r t� * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. < z * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. r * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION, p 0 BANYAN STREET * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. E, ! `-- ----t---•' i--- - ----- -- LANDSCAPE 'CHI CT CIVIL ENGINEER- _==--i--- --- _ - �__ ± LLI1T4llJ AREA ROBERT MITCHELL & ASSOCIATES MDS CONSULTING 4 1 2 3 4 15 52 L53 i 54 ! 55 56 '! MAINTAINED ! 51 , -- _ `___-' ' __ ��' LANDSCAPE 22982 EI TORO ROAD 17320 REDHILL AVE., STE. 350 Q o , LAKE FOREST CALIF. 92630 IRVINE, CALIF. 92614Uj B TTE BRUSH COURT e WINTERMINT COURT MAINTENANCE DISTRICT N0, 7 I (949) 531-2112 FAX: (949) 581-5309 (949) 251 -8321 FAX: (949) 251 -0516LU 11 10 9 ; S ; 7 50 ; 49 ; 48 ; 47 : 46 II I I I I T_ RACE 17651 1 1 1 1 _1 i t......_ . L_...._ cl C. I I IU. -- __-- _____�_____t_____.t____,_..._.._.. LANDSCAPE QUANTITIES z 0 f ; 1 1 I I t 6 ; 41 , t t 44 ! 4512 13 14 ! 15 42 43c;U CA 40 ;; 1 _ X17 x;40 ul � •- Y a. 6,024 S.F. OF NON-TURF LANDSCAPE AREAS } � r '; -2,:.---ter � � WILD MAPLE CO i�T� _, COBALT COURT - --__ —___--------------__�_ _ � cr r- -- -- -- -- --� ' � � S.F. OF GRANITE COBBLESTONES q �, > Q REPLACE 5HT5 L-2 L-4 1.-8 L-16 d L-ll TO REV ENTRIES AT GOLDEN lAGK 4 RAINDROP l r�.�� Q p �22 ; 21 ; 20 : 19 ; -� ; � ; 3B ; 37 ; 36 ; 35 { 2 c. 14 660 S.F. OF DECOMPOSED GRANITE TRAIL , _ ' I 1 d. 21 ,014 S.F. TOTAL OF ALL AREAS APPROVES: TACT 1 DESCRIPTION OF REVISION DATE in 14 Sim e. TOTAL ACRES .r.. .� -441.,. . .; 18708CATY OF Rm '"I""" "A'Affim " n' 5 f. 21 STREET TREES - LAGERSTRO,EMIA INDICA 'MUSKOGEE' (STD.) �AI3CAP� C �' C' 'I1 PIIS p ii I g. 1 ,180 L.F.LFOF TRAIL FENCE �.. 1;23 124 125 1 26 27 !';28 f 29 30 � 31 I;. 32 1 33 ! 34 I 6 i g + 1- II II I I f h. 2,490 L.F. OF CONCRETE HEADER z TITLE SHEET_GYPSUM DRIVE— . �_. -� TRACT NOS. 176511870 (Rancho 6T.I,TVID) SUBTT 17651 and `v201.0-00628 aSCAP,, APPROVED BY � MATE: A&A- 48 HOURS BEFORE YOU DICE _ ��P <�� 53672 o �,cT+��c< CITY ENGINE R RDE N® DESIGN RECOMME DED NOT TO SCALE CALL '� � R'"'M T�OBE"i.�Vn1FfC�x�:r..�&ASSOCIiiiii.. (gyp ,. 'kNz. ( 01,1, & UNDERGROUND SERVICE ALERT � e� ;R � DRAWN 32182EUTOROIWAD 1. 11 ttJ)11:.�I.CA SHEE "� °� 9�F ° off yyy�q��x'77��g ry /� A!!'T AI `194y9)5818 2112 FAX(:719)581.58(+'.) L-1—OF 1/ OF ATE CHECKED t 1[tY):li:U7C1St+1i:[IpFIS.C(+tYl 14I.5 DRAWING NO. —0 �t�{fwx� R LA N 0 --L4!5- RWM DAVE 3/2/11 JOB NO 1.0901,MD 2219-L PROJECT SHEET NO. 25 OF 41 F:\Jobs 10\1090\L_MD\CNST 1090LMD sht 1 v.7.dwg, 9/14/11 4:48:35 PM, bobmc, 1 :1 BANYANOOY 41 25 26 � � 3 t LLb`y `. oc ._ , ,,, 1 Grl W ,., .. Q ni 4 8 8 .................., ........... ....... »,,, », »,,,, : ,,,> : v«. _ m .. ' c4 • , ...................................................................................... . . ................... : .. . . . . . /.......... .............................. - ............................... — / .. Y . —_ / ......::.... 71 7 LLI w CL Z V2 6 ... .�... ... ..... ...1�..-,....� O 1 oi # > Uj 7/ r`:, i' ♦ f�W. B m B i B 1 \Y� I B i B W Z w N ♦ EQ. , EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. — J 3 LOT 1 `: LOT 2 I LOT 3 LOT 4 I :' LOT 5 LOT 6 w m 5'-11" PROPOSED .0 ` : * Z W _,,,,,,,,, ,,,,,,,,,,, ,,,,,,,,,,,,, M,N,. ,,, ,, .......... ............. ............. .......... Ir LIMIT OF WORK � w � z V O �... TRACT BOUNDARY. 032 33 34 35 €:r U LU G ,�,r ,,,,,,,, �.... , »,»,,.,..,x G F. .................................... .................................. ............... i -__-._... :: . a...., — �- � .. . , " , -- n ' a Q aU0 w4....... m H w1 o� ........ . ......... ......... ........... ................. ..................................... ................................................... ........................................................................................................ ............ .......... :'�-/ ............................. .. ................... .......................................... ....... ........................................................................................................................................................... ..................� .............................. ........ ....... ....... - ...................... ' •f ....... :. .......... ..... .......................:.......................................:.................................................................................................................................................................................................................................................... � OW ................................ ............................. � r � �r � . � . .....r,........ -- CL I .� / / /. ........... ...... ....................r.... .� G - / / / / / /.. .....�....../.... r....�....:� 1 w O CL r■+�+ —•—�•--w --�——— � --- 1_ is m v-e-oin'l —•—•—•'• �-s" M�� i.�V.. s _'_ a= I I �R= �' =r� �-�■ii�T .a 1 --� 1 — �` - I Q r i 1 0 B w i �t B W Z O _ 1 m EQ. -'' EQ. EQ. EQ. EQ. EQ. EQ. EQ. � EQ. EQ. EQ. EQ. ♦ ; W LU W • ' i LOT 51 : LOT 52 \:.: LOT 53 ..' LOT 54 .:' LOT 55 i LOT 56 PROPOSED .0.W. .. 4 ,�; ;� fn i „. �: : 5' C13 M i .... ... .. ............. ............. ......._..... ............. ............, ...... »»„ .......... +: J .. .. ............. ............. ............. ............. ,,,,, ,,,.. ..,,,,,,...., ..,,..,,..:.,. ,,,,,,,,,,,,, ,,,, .. ,,,,,,,,,,,,, ..,, .,, ,. ............. ......... f f , ij � LIMIT OF WORK mU- zz CONSTRUCTION LEGEND w � U) � w OI 6" CONCRETE HEADER PER CITY DETAIL"534"ON SHEET L- 3. C/) H O f It LU 4"THICK DECOMPOSED GRANITE COMMUNITY TRAIL PER CITY DETAILS "1001"AND "1002-A"ON SHEET L-3. (REFER TO SECTION A-A ON SHEET L-8A.) O U-Ob 3 COMMUNITY TRAIL PVC 2-RAIL FENCE PER CITY DETAIL"1010-A"ON SHEET L- 3. w Z J ® RIVER WASHED GRANITE COBBLE STONE PAVING PER CITY DETAIL "542"ON SHEET L- 3. 0 EL � ® PRIVATE DECORATIVE CONCRETE BLOCK MASONRY SCREEN WALL,AS APPROVED BY THE CITY Q 0 PER SEPARATE PLANS & PERMIT. (SEE PLANS PREPARED BY ROBERT MITCHELL&ASSOCIATES, O U JOB#1090P.) Z LU © PRIVATE SINGLE EQUESTRIAN GATE Qa HOMEOWNER LOTS,AS APPROVED BY THE CITY PER QZ SEPARATE PLANS & PERMIT. (SEE PLANS PREPARED BY ROBERT MITCHELL&ASSOCIATES,JOB = O #1090P.) U LD © EXISTING STREET ROLLED CURB AND GUTTER. O � J ❑D STREET LIGHT PER THE CIVIL ENGINEERS PLANS (TYP.) 0 STREET SIGN PER THE CIVIL ENGINEER'S PLANS. z z O Cj w TRAFFIC SIGNAL PER THE CIVIL ENGINEER'S PLANS. O © PROPOSED STREET CURB PER THE CIVIL ENGINEER'S PLANS. Fw- w �H CONCRETE SIDEWALK/HANDICAP RAMP PER THE CIVIL ENGINEER'S STREET IMPROVEMENT O Z � PLANS. 0 w wLU � w ¢ m M ':� z 5' 15' 4 :5 Cn °- < z Z — W 0' 10' 20' 40 ¢ 0 � z � w O J C� DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA )SCA pE LANDSCAPE ARCHITECTURAL PLANS HE<< CONSTRUCTION PLAN TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) SUBTT 17651 and ROW2010-00628 kP 9TF OF,DATCAL�FO�� APPROVED BY DATE: 101-',V11 CITY ENGINEER y. RCE NO 53672 CITY OF RANCHO CUCAMONGA DESIGN REC IDED PREPARED FOR: K. HOVNANIAN HOMES RAM ROBERT MITCHELL&ASSOCIATES 2525 Campus Drive DRAWN LAND SOLUTIONS SHEE 22982 El TORO ROAD LAKE FOREST,CA. 92630 Irvine, CA 92612 DLW (949) 222-7700 (949)581-2112 FAX(949)581-5809 L-2A OF 17 Phone: ��anasoluuons.�om FAX: (949) 222-7701 CHECKED RLA NO 1415 DRAWING NO. DATE 3/2/11 JOB NO 1090 LMD 2219-L PROJECT SHEET NO. 26 OF 41 F:\Jobs 1 0\1 090\LMD\CNST details 1 090LMD sht 1 v.3.dwg, 3/8/1 1 10:16:27 AM, bolomc, 1 :1 TYP CAI.... SEC�10N j-4-10RTAR'WE�4 F FIAT S'r VERTICAL GRAM The follo,,,ving grades shall be observed.; CASE 1 ....... CURD SID IT01ALK 0,-5%optimurn I o%maximum for dlstances,ove.r 500 feet, =5� 15%maximum for disMtances flnIft-ad to 150 fc t of-I ss� tted.only in extreme cases<and for shod Y" r �q 20%maximurn permi distances,under 100 feet,and only in cases whre 0 v hi le 20' DE[)'� o be expected� 4 scress�.q t ....... ............... f d locatior only, 2,GROSS SECTIOIN:2-4%optimkirn,6%MWMU0`1 ill 2P�)rOV N VNOERN U-M-11 COGULIE'Ci7 ON-E 3,DRAINAGE,Where trail gradient exceeds 4%,water bws,splash wrbs or other ca be revif"wed CASE 2 1j,LKIR,-NZR ST0 5424, diversionary devices may be required,Location Of draln8ge devi es t-0 30X,IX.PTH AT approved by the Traft Advlsofy Committee.Deewmposed granite Itabilizer ard E F.DG r 01:r CO�DLE r sj�ajj be,from Gail Materialig,lnc�of approved aqwskl, ,Q_ 0RA]"NIE BLO. ....K IVIVN shall bi�used�Stabilize P,p 4 SIPE SLOPE CUT S and FILL-2.1 maximurn,2%maxitn!Jm between cur")Ind trail� LU CONCRETE HEADER-1/2"RADIUS CL OW" FENCE 7 .1 max,turf&3A may,shr�&,,Vground cover behind trail,Occ sionnt slop 0 var EXPOSED EDGES AND FINISH PER PLAN jatjonq wifi b�-com;idwed on a ca-410 by case basis and MI require�apptoval C& v by the Q Engineer. Uj (INSTALL AT GRADE LEVELATSWALE Ity I I N LAWN > CROSSINGS) 2"IN PLANT BED C 0 N,C C T�E 6 F.D 5 SURFACING:Trail surface shall be stabilized deccrnposed granite with 4 inch minimurn V UJ DECOMPOSED GRANITE-\ (r orl 8- base.Remove rocks and debris and grade surfao qmooth.Stabilized d,g,Is available in or FINISH GRADE CASE 3 24- ft�iorn Gail MaterialF,(951)667-6106 or approved equivWent.Stabilizer organic b-d Uj wre properrMion ite fi,-nes by tj,,e,use 0,1 a p,,19 SEE NOTE mill to inr M shall be incofporaled with gf ar, 7-7,�".-7, OBBLESTONE MORTAREW�TQINE S&NALE - 4Z �r e e, FOR DO OR C 1"MAX of stabilizer to granite ffnes�For each 2"rk evel.ly spread the material over the area, < �� /'X L LIJ S.SHALL BE FLUSH WITH PTVH ire d Vi is ois E orade�md smooth.Thoroughly water entire area to ensure that the ent ep M t V1 1.71 _N - I LU ca TOP OF CONCRETE-HEADER I' 1000-3000 lbs,of,,�4telght,Prior to use allow the finished surface 44 Roll the area with PARKWAY 5' sufficient time dry,On the side towhich the Wa 'RAI; 1;/-' (D M U-1 LU ter drains,build up the compacted of 1/4`-112"above concrete curb.allaMng the%,,vatr_-r to d,g.to a flnish3d sutfi�.c drain over concrete curb into adlacent Uj --1 0 4-CC;-416RETE BED I I-PLANT[TR AREA L)I R I A i G tj T T ER' I�TONE _J RiENEATH COBB4-E- WM3 DAR nimtim rlearaoce,Adequate,,�ight .I, �7 6.CLEARANCE:All trees;shalt maintain a 10 foot M! Of U_ -4 line shM aintained at a( ZD distanre to be m I intersecfion,�and drive-approaches.Fence 2'%A.1�_i 4'MAX RAr1 and 10 feet back of the&C,R,or E�C.R,in 2o foot easaments,In smaller easements, F_ #3 RE-BAR,CON7 INUOUS C):k 0 0 made case by case,Fence line shall end 5 feet back from (UNLESS OTHERWISE INSTRUCTED) CURB CDUTTER SEE DETAR.FOR deternrination should bc 13[_0!CK WA:.1L 61 Poc M0111V CURB t utiltios s--hould be maintained, I vie top of the"X"at drive approaches,Adequate access o 7111, �` "" I V I FW �F?,E f\ 0 N P1 A END CONUITK�N NTER ARE7A to 11 er skjc 0 IN, - C�I:-ri C,I-r Y,vr 0,5 Fence line shall end 2,�'eet to either side of fire hydrant and I foot 4 h f ......... P 01 tvl 0111*11 C U R P, any street light 0"utility Pole, ....................... CC)N%r.`,RF.TF HEA()ER 0 X�1' PER C ITY STD 5,34 T FLOOD and DRAINAGE CHANNEL CROSSING,Where trail must cross misling of 1W - 'a� - P1,ANTER F proposed dralnip9e channels�the continufty of th(-,,trail Shall be maintaineo by the ................. ........ ........ Uj I a rl appropriate ctossing such as a bridge,ramp way,culvert of 0 .................... < AR EA -Ji- construction of c Wo d h concrete shall be used to"prevent slippirig(f, -io metal or transveme"medium broom"finis 0 :Z d).Naturai itreambed crossings should be leftas natural as possjbl*� L) W Uj surfaces pernii "TIR A i < �HARDSCAPE TS TRAIL ENTRANCE.Trail entrances shall be designed to Provide for equestrian, U-1 pedestrlanlhMng use and shall discoutane motor vr-Wcleand motorcycle access,except c.) < JOIN AT RIC�11TAN('4,E8 fTYR) Local Faeder Trlails��shallorovide one or nlOfO nlealts of unobs-tructed vehiader aowss E-M$TING CU ktions suNect to approval by the Traills Advisory C/) .......... 3'N1 N,t 4'MAX r R0- for servi�_e vehicles,Access ioca 0 OR MLK Cornmittee,Refer to standard drawing%for barders and signs�Where there is no U P barrier,the trail shOUld be poste<i, END CONDJTION NOTES, "V` fFNCE P:.;R -TD. OWG, 10 10 10.CONCRETE APRONS,For drive approaches at trail entranocs or at drainago crossingsi S TR E [� k_1 - 1. -1 i - I NOTES: O'C' I�00N:""'RF-5TE' aprons,_*tial be�s transverse"maditim oroomp finisb. "NARKNAY Concrete 1, PROVIDE SCORE JOINTS AT 10'-0'*OL.AND 318"EXPAN'SION JOINTS AT 20'-0 Uj 0 2,ROCK SfZTS�UNU�<S CL I ':R,Concrete header shall be 6 Inch Per City St,1ndacd t�$Wleen trail and 2, 8"WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED BOUI�F_RS:-MIAX, NIN.TW 11,CONCRETE HEADE 0 F_ T U R F'. MAX.,,8-Mltl,6'VviiTH ONE FLAT S*DE all otherabutmenta, 1, ALL U,,NDSCAPF. AR' S SHALL 137E PLANFrD A&,0 f'�.D 'WiTH MATERIALS AFf-ROVE01 BY TK�_ �,!Y 3.BOQLDERS SHAI-1-HAVE V3 ENIRGGItZENT.CQBRLE�S$HALL HAVE;1�VvISEDIMFoNT > Uj 12� SPECM,NOTES, Regional Traiv 2, APPROVED STRE'�J 'rREES PLA�CED PER CJY ST��, �)WG- �501 3, CONCRETE TO BE 520-C-2500 MIN. �1 I PARTS WNO,20rR,)R��I foliow existing or planned good control fac�ftias ALL SPACE8>SFTA1f,-f,-,N�VONES Si-�ALL BE FIU_ED'��OTH C:ASSV MO-R,"ARL I PAR*f_'EN1FNTT0 2-2! constructed by+Ile San Bernardino County Flood Control District and Army Corps of 4, HEADER$TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE CCj-NCfR'�_--TE,kfj\K)'IXjY-PACK,'*ALLOINED' 0 ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND TOR,PRIOR TO RROCEEMNG WTH Engineers,Therefore,any construction Within their riqhts-of-�Tay requires,revfwNand 3, 'IMX�C PLAMFS ARE TREATMENT T N-,A$AMPLE ARF_-,,M iN, 10 SO,FT.,SHAU BEAK$ROV ED BY TH F%Of f Y i N 1�,-,P K LIJ approval by thos4_4 agencies and is subject to their standards and policies. 4 TRX�� S�JRFACE IS r_0-MP1,_,,SE'D c�,*: 00,NFrE, GRADr_71 SMOOTH TO 90 P'ERC�-NT Rr-MAININC,ROCK VVORK, 0 GROUNDCOVER AREAS, is q0red to G�F I NIAL R.ESTI N'(,-�P 0,�;�TION 0 F ALL RQQKS TO OU APPROVE D BY 71C TH E�C ITY I N 8PECTOR� 13,Landsca*e arw_t whioh would otberwise drain to trail sbalf be re G0,kAPACT*N AND TRENFED VAP-i A SOIL STABI; ZLR, U) N!�AN EXCESSPVE SON CONTENT� colleoVdispose of�%tater th=qh area drains. FREE OF O'BJECTIaNABLE DjSF�GVRAT* D 7,ROCKS-SHALL BE StAOOTH,ROW,� PL4,kN VIEW TYMCAL 0r RVAR__0N.- , S',"D, MV,�'3, IoO,31 FOR F'RQ1W--0, N AND 7: i Uj 0 &ALL C�OKIBLES104r_AREA-,,:�-HALL K:WE V:x�51 ICONCRETE HEADER ASAN Er,(-.E AT PLANTING, "o i 0 6� SEE TRAI�_ NOT�I_S STD, 1001, PES ENST AND NIAINTAIN A 2%MIN�AT ALL TIMES WiTHIN HE R.()Nv� 9,ROC"KSCAPE f,�OLLOW GRAZE'vVHERE&0 Cl"Y OF RANCHO CUTCAMONG'A, C-o"ALIFORNIA 0 7 ca U_ ulT"'*IL OF RANCHO CUCAMONGA, CALIFORNIA Cl T Y RANCT-10 CALIPiRNIA "ITY OF RANCHO CUCAMONG-TA CA L I F 0"tR N I A 6 APPROVED BY� STANDARD PLAN -------- 2: U) 0 M G"RANI't STANDARD PLAN APPROVF-1) fi?; N'r IMAM ST�AN0ARD PJ%N1 :2i APPROVED BY, STANDARD PLAN RIVER WX__`1-1ED 'E 6"'_ - TRAIL NOTES 2 0 Cr"M M I�'N rr X V.. 1001 X T 4 4, k ki i NEER 4 b S re Uj I 'A A PONS F0R PUBLIC WORKS CONSTRUCTION 12 T'It "T""'NTAGE' "'NARKWAY ' (_`.0N("RETE HEADER "OBBLE STONES 542 1002... DATE! IJSE STANDARD SPECIFICA 534 SHEET 1. rIF I i> tie 1,,5REV RSE P U) 1� �y Z:_t' �i EE"R PUBLIC WORKS CONSTRUCTION U) Uj �0 My t_--�\161NEER DATE ,JSE WITH STANDARD SpECiFICATiONS FOR PUPUC WORKS CONST RLICTI USE WM-1 STAND- ARD SPECIMATIONIS FOR SHZET I 10 ol"I SHEET 1 0" 1 I SHEET I OF I R C F 24953 M = DATE USE WITH STANDARD SPECIFICAMNS FOR PUBUC� WORKS MNVRUCTI N L_h� 4 9 53 0 Uj U) 0 U_ 0 U-1 > 0 < W = CL U) < 0 0 611X�iYl PVC POST LU, < RAIL ENDSTO BE 0 CENTERED ON POSTS 2"X611 1*,IVC RAIL ---------- -11CZkZ < C/) U) :Z M MOUNTING BRAGXE�T 0 - Uj PVC FENCE POST CAP EVERY POST: MOUNT WITH CLEAR GLUE 0 U_ Pt U-1 0 cr_ =5 Uj U-1 9"X6"PVC,RAIL W Uj < U) RAILS RIBBED FOR STRENGTH, Z n- !� U) CL < U3 TE ST, < RAILS'SHALL BE MOUN iD ON TRAILSIDE OF POS S < CONCRETE HEADER PERSTD.NO,534, TRAIL LU FiNISH GRADE M > < 0 :5 (D 4 A,0 CITY 44�s Z DATI DESCRIPTION OF REVISION JAPPROVED: 7" 12'4 CITY OF RANCHO CUCAMONGA 4�DECOMPOSED S NOT USE GRANITE FORMED FOOTING N SCAP�, LANDSCAPE ARCHITECTURAL PLANS NOTES; \11, \(11THEQ C.) 0 RAILS SHALL MFASURF,,,.EXAC111Y 2"x 6�, 6, CAP ALL POSTS AND ENDS OF EXPOSED WULS 6, EVERY THIRD PVC POST AND ALL PVC POSTS o,- .-AV- -A CONSTRUCTION DEOTAH S 2, POS*f SHALLMEASURE EXACTLY 5"x 5", 1�j LOCATED AT CHANGES OF DIRECTION OR END POSTS _V�- 01 QI 0 i. ALL.FENCE MATERIAL SHALL CONSISIF OF 100%MONO- rMA"' NOY'S`0- 17651 & 18'08 (Rancho 63 LLMD) ARE REQUIRED TO H-E�FILLED WITH CONCRETE _j 0(rRUDED ViRGIN PVC WITH A%11N�O=8%Ti02 ITYR 7� STAINLESS STEEL SCREWS SHAL-L BE USED FOR 7651 and ROW2010-00628 THROUGHOUT THE PRODUCT�MEMBERS AVAILABLE SUBTT I FENCE CONSIMUGMK SN� L%Dj FROM COUNTRY ESTATE FENCE OR APPR(YVE-D ALTERNATIVE. 8, W-41-S SHALL HAVEDVO RIBS ALONG THE ENTIRE (DATE) --------------am DATE. LENGTH OF THE PRODUCT FOR ADDED STR.ENGTH. APPROVED BY : 4, FENCE MATERIAL SHALL BE UV RESISTAN'TAND 9, TRAILS ON CUR'VF.S REQUIRE SPECIAL DESIGN, & WHITE IN COLOR, CITY ENGINEER RCE NO 53672 -1001 ECOMMENDED M SEE TRAll-NOTES NO, R DESIGN CITY OF RANCHO CUCAMONGA SIC VNA NIAN H"'I'MES ROBEX-f MI'j'('j1E11,&.ASS0C1X1'ES CITY 01"' RANCHO C`UCAMONGA, CALIFORNIA PREPARED FOR: K. HO"w LAN 1) So [� tj 'FION S 3 H E ET(/ 1,500 S. Haven Avenue, Suite 100 DRAWN T'ANDARD PLAN 22982EI,r(DROROAD LAKI-�'FORE,'�3'17,CA. 92630 COMMUNITI, TRAILN (9 9 581-2142 FAX(949)581-5809 L-3 17 Ontario, CA 91761 OF- t i 1011S.Com DRAW PVC 2-RAIL F ENCE 1,010-A ING NO. Phone- (909) 937-3270 CHECKED RLA NO 1415 - CITY EM31NEF-R DATE USE STANDARD SPECIFICATONS FOR PUBLIC WORKS CONSTRUCTION SHEET OF I 2219-L F, 24953 3/2/11 ------- .......... FAX: (909) 390-5686 1090 LMD DATE JOB NO PROJECT SHEET NO. 27 OF /p /f-7 FAJobs 10\1090\LMD\IRRG 109OLMD sht 1 v.8.dwg, 9/1 4/1 1 4:48:44 PM, bob mc, 1 :1 -...,......................................................................... -*- W .: : BANYAN T RACT BOUNDARY .Z' � 2 I 1. � � LL . IIll ., ", , r . :. ........ 1 . , , ,, , IN , J . �,��,�� . � . / I �%, / ,,,.."I/ - �. .. .�........-0_ W `� � A- ..A-2 A-17 CONTROLLER AI[,� . 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((K } �I E , I Q a ' f I I11 I11 \ I11 , W \ : . !"`I A-16 A-15 Z A-14 A-13 1. A-12 Q I \ 239 SQ. FT. a 8 298 SQ. FT. . ,. / 12 456 SQ. FT. ." -t 3a 13 482 SQ. FT. w m / / __/ . / \ .� \ 292 SQ. FT. 7 LU 1 I LU C� I :[�� THIS DESIGN IS DIAGRAMMATIC. ANY EQUIPMENT SHOWN IN PAVED '�' z M . Ir- .. : :k' LIMIT OF WORK , , ;; ........ ............. w � AREAS IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE _j O INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE. Z R � � 3 0 f 3 � TRACT BOUNDARY BANYAN STREET " U 0 � � �.i 3� r,,,, � - 3 x ', ... �� / ...»rte Jnr o F- I I I 8 x< ,»��:.. : 1. Ill h_ WATER METL'�A�' _ . 11-L-111111-11 I ,� ...� ,. � ..,,:.....»,,,,,,,,,.........., »>..�.»,,,, M„rr„,, � q 3 _ . �,�,,,,,..» :.,,, 18 :„>:. , 4'.,..,,,,� 425 S.F. ::.>:, - _ T:l ,. 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P 4 Y a / f / /` - lu`�{ '�1 f` y i 'I L .. / , `�4 '�4 +., �4 f ! f f i' • , ,' , f f , r r J ;f ;: , , : ; ... ,-2x . ............ ... .. ....-e��.. ... -.... .................. ....-....... ..... ...:.: .. 0:. o .o.,. o.�o.......o:......o.....,° i •,.;: ,.° ° ° o ° o o ° ° ° o 0 0 ; ' .: ° ° o o ° o o ° o ° ° � o o ° o 0 0 ° ° ",.o ° o.:. o ° ° o o o 0 0 0 0 0 0 ° ° o 0 o i:� ::' i, o 0 0 0 0 0 0 ° o ° o 0 0 0 0 0 ° o ° o ° o o � o 0 0 ° o ° o ° ° o 0 o u.......o.....o.......o::...o ... ° ... °'... o ... o .. ° " o i "° .. .. o ... ° ... ° ... o ... ° ... ° ... ° ... ° . ` :fl .. 'f. r = 1, % 111 �,�, , 94 � , . ♦ t:< w O I_I 1" ELECTRIC � I" � * I' ♦ O -1 W ' MASTER VALVE A-11 i `` A-10 * :10 13 493 SQ. FT. * :",, /11 57 SQ. FT. `` 04 SR. FT. e 7 220 SQ. FT. I. ♦ w p , i I� 4 \ a - : 3 X11... i IF. IRRIGATION LEGEND ' OVERHEAD SPRAY IRRIGATION 13 Cr LIMIT OF WORK 0° o MINBIRD 1806-SAM wl PA-80$1800 NP COVER BUBBLER 25 PSI � W IRRIGATION NOTES NOZZLE DESGE71pTION SYMBOL GPM nETAIl CITY OF RANCHO CUCAMONGA ELE TRI ERVICE INF RMATION CONTROLLER REF.NO.: 'A' m o 1401 PRESSURE-COMP.FLOOD BUBBLER ON POP-UP HEAD p 0.25(each) 539 METER ADDRESS: BANYAN STREET z v) PRESSURE CALCULATION FORM O z UTILITY COORDINATOR: MORROW MANAGEMENT 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE �- CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, RAINBIRD PVC NIPPLE wl'ADV' BUBBLER 25 PSI 915 Calle Amanecer, Suite K U a INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND NOZZLE DESCwpTION SYMBOL GpM OBIAIL Water Meter Size 1" San Clemente, CA 92673 w INSTALLATION PROCEDURES. 1401 PRESSURE-COMP.TREE BUBBLER IN SUMP(2 PER TREE) p 0.25(each) 545 Static Pressure High 79 Low 70 (949) 218-8500 � w Source of Information Raymond Abeyta at CVWD p � 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF RAINBIRD 1812-SAM-PRS wl 1800 NP COVER 25 PSI Phone Number (909)987-2591 WATER SERVICE INFORMATION WATER METER REF.NO.: 'A' U Cn REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER NOZZLE DESCRIPTION ... .. COLOR RAOIUS TYPE OF SOURCE: RECYCLED EST GPM SST GPM oETAIl Date of Information 7120107 **. 1. O H VALVE. ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, 15 STRIP SPRAY GRAY 4'x 14' -9 0.6 -9 1.1 539 SERVICE LINE SIZE ** 2 ILL0 O MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS WATER METER SIZE 1 o z DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. RAINBIRD 1812-SAM•PRS wl 1800 NP COVER Q T H TT TQ F VAN 25 PSI H.G.L. Mean Elevation 1658 (Required if static pressure unknown) (**PER STREET and/or WATER IMPROVEMENT PLANS) O Water Meter Elevation 1476 METER ADDRESS: BANYAN STREET W = NOZZLE DESCRIPTION COLOR RADIUS 90° GPM: 120° GPM 180' GPM 240 GPM 270° GPN[ 360°! GPM vanes 'GPM DETAIL METER STATION POINT: approx. 29+91 BANYAN STREET a rn 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ACOAST GUARDSHACKCGS-1 STAINLESS STEEL 5 SERIES SPRAY RED 3'-4' °4 0.1 �9 0.1 �4 0,1 rl 0.3 <1.1 539 = 182 X 0.433 - 78.8 EXISTING WATER PRESSURE: (HGL= 1658') 70-79 PSI. ¢ ENCLOSURE WITH LOCK,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS O BSERIES SPRAY GREEN 6'-7' °O 0.2 °A 0.3 °G 0.4 4D 0.8 {0 <1.6 539 MINIMUM OPERATING PRESSURE: 50 Psi. H � WHENEVER POSSIBLE. O U 7129111 ELEVATION AT BACKFLOW PREVENTER: 1475.86 FT. Remote Control Valve EFB-CP Size 1 z DISTRIBUTION&CONTROL EQUIPMENT HIGHEST ELEVATION OF IRRIGATION HEAD: 1481.35 FT. w 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN Maximum Demand 19 G.P.M. F- SYMBOL MFR MODELIVUMBER DESCRIPTION REMARKS ! :DETAIL 1482 PEAK IRRIGATION DEMAND. 19 GPM. ¢ o CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS Elevation of Highest Head BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT AND A STRONGBOX MPS-A16-10K ELECTRIC METER PEDESTAL(STAINLESS STEEL) 100-amp METER;100-amp LOAD CENTER;1-phase;16 CIRCUIT 522 WATER PRESSURE INFORMATION provided by Raymond Abeyta M U ARCHITECTURAL FEATURES. CALSENSE CENTRAL SATELLITE CONTROLLER ASSEMBLY W, CONTACT ERIN HAGEN OF CALSENSE AT(760)580-1835 FOR 524 of CUCAMONGA VALLEY WATER DISTRICT(CVWD)on 7/20/07. F- Z ❑A Qty- Size Item P.S.I. Loss U J CONSISTING OF THE COMPONENTS LISTED BELOW: PRICE QUOTE&ASSISTANCE WITH THIS CONTROLLER = 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO W ¢ COMMENCEMENT OF ANY WORK, ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CALSENSE ET2000e-24 24 STATION ET-BASED IRRIGATION CONTROLLER CITY. CALSENSE LR LOCAL RADIO COMMUNICATION OPTION (FACTORY INSTALLED BY CALSENSE) 1" Water Meter 2.00 � N CALSENSE SSER CALSENSE RRe TOP!ENTRYENCLOSUREwI OO REMOTE RECEIVER MEANTENNA STAINLESS SRY ISTEELLwIDBY TP18TP1100PTIONS;PREWIRED 11SE) Pressure Regulator zp 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND 1 R. P. Backflow Device 11.40 W I- CALSENSE SSE-PED PEDESTAL RISER FOR SSE-R ENCLOSURE STAINLESS STEEL;REQ'D FOR MOUNTING TO SSE-MPS-BASE MFR. STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR 1" Flow Meter 0.26 O CALSENSE SSE-MPS-BASE METERED ENCLOSURE 1 PEDESTAL MOUNTING FRAME STAINLESS STEEL MFR. 6 ANY DAMAGE OF SAID UNDERGROUND FACILITIES. © CALSENSE FM 16 FLOW SENSOR in BRASS TEE(FIPT x FIPT) 1',400 PSI,MAX.,2.50 GPM.FLOW 516 1" Master Valve 2.38 0 W F I IINSTALL IN SEPARATE 12"x18"VALVE BOX;MAIN LINE SHALL 11/2' Gate Valve(s) 0.02 ? E5 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL BE 1'DIA.FOR 10"UPSTREAM 85"DOWNSTREAM OF TEE ' 0 w OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OFA 310 1/ Main Line 5.20 W W PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. SYMBOL MFR. MOOELNUMBERI `:DESCRIPTION REMARKs DETNL Main Line ¢ m 1. .:: R.C.V.Assembly 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY ® FEBCO 625YA•BV-S R.P.BACKFLOW PREVENTER w140-MESH Y-STRAINER 1';INSTALL IN ENCLOSURE NOTED BELOW: CVWD 111 1�� 1.92 2 }. PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE THE IRRIGATION CONTRACTOR SHALL BPDI CGS-1 "COAST GUARDSHACK"BACKFLOW ENCLOSURE STAINLESS STEEL;22'L.,24"H.,10"W.(INSIDE DIMENSIONS) 517-B 4' 1%" Lateral Line 0.13 Z D7 SUPERIOR 3100-RW(normally open) ELECTRIC MASTER VALVE 1';FOR RECYCLED WATER 4' 1" Lateral Line 0.13 5' 15' � Cn FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH a ¢ SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ® RAINBIRD EFB-CP-R-PRS-D ELECTRIC CONTROL VALVE w/PRS-DIAL MODULE 1",wlFLOW CONTROL;FOR RECYCLED WATER 520 56' 3/a" Lateral Line 1.301 Im im I 6 � ADDITIONAL COST TO THE CITY. � WATTS B-6400-SS BRONZE BALL VALVE(THREADED) LINE SIZE,TO 1.112"MAX. 518 Fittings Loss(10%) 0.68 z w 0 NELSON 7645 wl PURPLE COVER QUICK-COUPLING VALVE wl PURPLE RUBBER COVER FOR RECYCLED WATER,ACME THREADS,LOCKING COVER 536 Elevation Change(+-) -0.874301 z 0 9. INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE NELSON 7641 QUICK COUPLING VALVE KEY 536 0' 10' 20' 40' W Z CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. sYMBoI MPR MODELNUMBER DESCRIPI 11 TION REMARKs DETAIL Total System Losses: 24.55 Z . PRESSURE MAIN LINE(RECYCLED WATER SOURCE): FOR UNDERGROUND INSTALLATION2 Pressure to Operate Head: 25.00 J W 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF (APPROVED) SCH.40 PVC (PURPLE) 1-1/2"DIAMETER SMALLER SIZES NOTED m WATER PER WEEK(GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF J 8 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. (APPROVED) SCH.40 PVC (PURPLE) NON-PRESSURE LATERAL LINE(RECYCLED SOURCE) FOR UNDERGROUND INSTALLATION;SIZES NOTED(314'MIN.) 532 Total Pressure Required: 49.55 -a-a- (APPROVED) SCH.40 PVC (PURPLE) MAIN LINE SLEEVE 3'DIAMETER EACH 533 Lowest Static Pressure Available: 70.00 CITY DESCRIPTION OF REVISION DATE APPROVED: 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. =17/2;- (APPROVED) SCH.40 PVC (PURPLE) LOW VOLTAGE CONTROL WIRE SLEEVE 1-112'DIAMETER EACH 533 Pre-Set Regulated Pressure(if required) THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE _"A_�- (APPROVED) SCH.40 PVC (PURPLE) LATERAL LINE SLEEVE SIZE:TWO TIMES THE SIZE OF THE LINE BEING SLEEVED 533 Residual Water Pressure: 20.45 OF RANCHO AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT CITY TO THE ATTENTION OF THE CITY. SYMBO1 .L DESCRIPTION REMARKS DETAIL WATER METER 1'RECYCLED WATER METER(BY OTHERS) City Required Residual Water Pressure: 15-20 12. AUTOMATIC CONTROLLER TO BEA CALSENSE ET2000e-16(STATIONS)-LR/RR,WITP1,TP110AND LR/RR DOME B (WATER METERS ARE INSTALLED UNDER SEPARATE CONTRACT PER THE STREET andlor WATER IMPROVEMENT PLANS) \1 DSCApF LANDSCAPE ARCHITECTURAL PLANS INSTALLED WITHIN A CALSENSE CONTROLLER ENCLOSURE,SSE-R WITH CALSENSE OPTION(ONE CONTROLLER)OR POINT OF CONNECTION(P.O.C.) CONNECT TO OUTLET OF WATER METER. 526 Revised 3/06 (1090 LMD) 12115/10 �O THELZ �i , SSE-D-R WITH CALSENSE OPTION(TWO CONTROLLERS)AND SEPARATE METERED ENCLOSURE,MPS-A16-10K. i I FOR IRRIGATION SYSTEM METER LOCATIONS ARE APPROXIMATE-IRRIGATION CONTRACTOR SHALL VERIFY IN THE FIELD. �� (� �I- IRRIGATION PLAN ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE CITY. THE CONTRACTOR SHALL PROVIDE A TRANSIENT (no symbol) RECYCLED WATER SIGNAGE(MIN.2 PER METER) WATER DISTRICT WILL SUPPLY RECYCLED WATER SIGNS. CONTRACTOR TO INSTALL AT ENTRANCES TO THE SITE. CVWD 402 PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. ru alze INDICATES CONTROL VALVE SIZE ALL VALVE BOXES 8 LIDS FOR DISTRIBUTION 8 CONTROL EQUIPMENT SHALL BE PURPLE, * I't * SUBTT 17651 and ROW 2010-00628 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR STA.# INDICATES CONTROLLER STATION NUMBER AND LIDS SHALL BE MARKED WITH STANDARD RECYCLED WATER WARNINGS, 1� / �� THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED P INDICATES FLOW IN GALLONS PER MINUTE 9TF pF C. \FO�� APPROVED BY DATE: ZQ&1i1 BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. 911111 CITY ENGINEER RCE NO 53672 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS „ CITY OF RANCHO CUCAMONGA DESIGN � RECOMMENDED OTHERWISE DESIGNATED ON THE PLANS. WHENEVER ANY ITEM OF DISTRIBUTION & CONTROL EQUIPMENT IS PREPARED FOR: K. HOVNANIAN HOMES RWM ROBERT MITCHELL&ASSOCIATES SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT IS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLY 2525 Campus Drive DRAWN L A N D S o L D T t o N S SHEET 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE 114"ABOVE FINISHED GRADE. Irvine, CA 92612 RWM PIECE O F EQUIPMENT. 22982 El TORO ROAD FOREST, . 92630 Phone: (949) 222-7700 (949)S81-2112 nnalandso uti ns co)m81-5809 L-4A OF 17 FAX: (949) 222-7701 CHECKED RLA NO 1415 DRAWING NO. RWM DATE 3/2/11 JOB NO 1090 LMD 2219-L PROJECT SHEET NO. 28 OF 41 F:\Jobs 1 0\1 090\LMD\IRRG details 1 090LMD shts 1 —3 v.3.dwg, 3/8/1 1 10:16:48 AM, bobmc, 1 :1 OPTIONAL RECYCLED WATER N"T ' Z_ SECURITY 1. RERQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ENCLOSURE ACCESSIBLE TO THE PUBLIC SHALL 13E POSTED WITH SIGNS (MINIMUM 2 PER METER) GENERAL NOTES: IN A SIZE NO LESS THAN 8.5 INCHES HIGH ....... THAT ARE VISIBLE TO THE PUBLIC 90` ELBOW BY 11 INCHES WIDE. (TYP. 4 PLACES) SEE NOTE 4 IMGAUON FOR THE USE OF RECYCLED WATER F OR ON SITE NO STREET 2. ALL PROPER SIGNAGE. AS SHOWN MUST BE IN PLACE PRIOR TO ISSUANCE OF ELL'S ALLOWED METER FOR YOUR SYSTEM. FAILURE TO INSTALL THE REQUIRED SIGNAGE PER WATER DISTRICT STANDARDS WILL DELAY YOUR METER SET, IF A SYSTEM IS FOUND TO BE ILZ- OPERATING ON A JUMPER OR METER WITHOUT THE PROPER SIGNS INSTALLED. YOU WILL BE GIVEN 48 HOURS NOTICE TO INSTALL PROPER SIGN BEFORE THE WATER MARKED RECYCLED WATER Y WITHER E PURPLE DISTRICT WILL "LOCK OFFO THE SERVICE, EXISTING PLANT MATERIAL MA 1) ALL PIPING INCLUDING DRIP SYSTEM PiPINC MUST OF PIPE SUPPORT METER BEING LOCKED OFF. U_ UNION AND DIE AS RESULT OF A w SEE STD. DWG. BOX TOP BOTTOM - AND BELOW) M TE (2 INSTALL WITH STAINLESS 305 2) ALL VALVE BOXES MUST BE PURPLE MARKED RECYCLED WATER, THE CO PILE (TYP OF 2) SHALL BE PURPLE. STEEL BOLTS AT A MINIMUM M RECYCLED OF TWO LOCATIONS-LENGTH RIGID (TYP.) AS REQUIRED. USE 1" METER AND METER BOX (DISTRICT SEE NOTE 4 WA�TER 3) ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, SPRINKLER HEAD CAPS, SPRINKLER u 0 rL ti", Umd for Irrigatioll SUPPLIED) DIAMETER WASHER TO SEE STD. DWG. 102,103,106 OR RISERS, STRAINERS & ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR TAGGED To Supporl Conservation PROTECT SIGN. FINISHED SURFACE NK ON ONE SIDE & IN SPANISH ON THE OTHER SIDE, 107 RECYCLED WATER DO NOT DRI 77 % LIJ 4) CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. MIAT WRAP W/20 MILL PLASTIC WHERE PIPE— 0 CONTACTS CONCRETE 6- CONC. SLAB W/ 5) IRRIGATION CONTRACTOR SHALL SUPPLY AS—SUILTS ON COMPLETION OF IRRIGATION INSTALLATION. 6"x6"x1O GA. W.W.MI Uj RIGID (TYP.) > SEE NOTE 4 6) CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. Uj q--THRUST BLOCK, SEE S7D. DWG. 304 7) QUICK COUPLERS TO BE ACME THREAD TYPE & MARKED RECYCLED WATER. z: RECYCLED < Uj 8) QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY� WATER Uj :D wo zz Uj 9) ABSOLUTELY NO HOSE SiBBS, OF ANY KIND SHALL BE INSTALLED ON RECYCLED WATER PIPING, 0 D "0 Used for Irrigation 0 Uj -1/4" GALVANIZED STEEL 1 (D 10) PRIOR TO TURN ON AND APPROVAL OF RECYCLED 'WATER IRRIGATION INSTALL TEMPORARY RP BACKFLOW 6 CLR. LINE DRAWING #111 NTH A STRAINER UPSTREAM OF BACKFLOW AND To Support Conservation U-CHANNEL, OR BOX POST _j DEVICE ON LANDSCAPE PER CVWD STD� WATER 2FT DOWN STREAM OF LAST ELBOW, IN A "DO NOT DRINK" LU 2i A ACME THREAD QUICK CC)UPLER FOR RECYCLED C PURPLE VALVE BOX MARKED RECYCLED WATER. '01 6* CONC. SLAR. C -xio 00 WWM -X6 W/ 6 U_ 11) THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES & RECYCLED WATER LINES SHALL BE IOFT Reqdad . AND THE VERTICAL DISTANCE SHALL BE IFT, "NO TOMAR" 0 12) IF A RECYCLED WATER UNE CROSSES OVER A DOMESTIC WATER PIPE, RECYCLED LINE MUST BE SLEEVED W/SCH 40 PVC PURPLE PIPE TWICE DIA. OF PIPE & EXTEND 5FT ON BOTH SIDES OF DOMESTIC PIPE, 11.00" C/) TEST COCKS TEST COCKS 13) SUBMIT 1-HARD COPY & I-PDF COPY OF IRRIGATION PLANS TO C�VWD WITH STD DRAWING #402 & 0 NG A MINIMUM OF 10FT SEPARATION FROM THESE GENERAL NOTES ON THE TITLE PAGE, ALSO SHOWI Uj F IRRIGATION TO POTASLE SERVICES, SIZE A B C 0- N"To < PRESSURE 0- 14) TYPE K COPPER OR BRASS PIPE MOM METER TO 3FT PASSED PROPERTY LINE WITH ____< 0- is 12* 1. FOR POSTING IN AREAS THAT IRRIGATE WITH RECYCLED WATER. 0 z: Y4' - 2" 18" REGULATOR (IF REOUIRED) ACME THREAD OUICK COUPLER INSTALLED, of LIJ < Uj 2. SIGN MUST BE VISIBLE TO PUBLIC IN A SIZE NO LESS THAN 8.5 INCHES 2Y2 & UP 24" 24- 12- .. ....... PERMITTED, ONE SERIACE PER SYSTEIvL F 15) NO LOOPED IRRIGATION SYSTEMS SHALL BE HIGH BY 1 INCHES WIDE, POST MUST BE SET IN CONCRET CL < 3: 16) PRESSURE TEST REOUIRED ON ALL IRRIGATION MAIN UNES� 3. INSTALL WITH STAINLESS STEEL BOLTS AT A MINI UM OF TWO F V* DIAMETER WASHER TO 0 WE& LOCATIONS - LENGTH AS REQUIRED. USE 6. RESILIENT SEATED SHUT-OFF VALVES AND TEST PROTECT SIGN. C/) It LOCATION, TYPE. AND INSTALLATION OF WKFLOW COCKS REQUIRED. 17) DRINKING FOUNTAINS, PICNIC TABLES BENCHES SHALL NOT BE CONSTRUCTED IN AREAS WHERE 0 0 CONCRETE ASSEMBLY SHALL BE APPROVED BY THE DISTRICTS 0 COME IN CONTACT WITH THEM� 4. SIGNS TO BE PLACED AT ALL ENTRANCES TO THE SITE. 2-- 7. PRESSURE REGULATOR TO BE INSTALLED UPSTREAM OVERSPRAY FROM RECYCLED WATER COUL INSPECTOR. OF BACKFLOW PREVENTOR IF REQUIRED BY PLUMBING z TO THE BUILDINGS. CL CODE. 2. DISTRICT TO INSTALL METER, DEVELOPER TO INSTALL 18) DECORATIVE WATER FOUNTAINS SHALL USE POTABLE WATER, SUBMIT DRAWINGS SHOWING POTABLE LINES 0 5. SIGNS ALSO TO BE PLACED AT ALL PUBLIC ENTRANCES z A, IF PRESSURE REGULATION IS REQUIRED THEN VE FOUNTAINS, EATING AREAS. 0 ALL OTHER REQUIRED MATERIAL. TO ALL FOUNTAINS, ALSO PLANS SHALL SHOW ALL DRINKING DECORATI DELETE DOWNSTREAM UNION IF APPLICABLE. Uj 0 0- AND SEATING AREAS, 3. NO CONNECTIONS OR TEES SHALL BE ALLOWED 0 8. BACKFLOW PREVENTORS TO BE SAME SIZE BETWEEN METER AND ASSEMBLY. AS METER. 19) PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF RECYCLED WATER Lij 0 4. ALL PIPE AND RELATED FITTINGS SHALL BE AS IRRIGATIONo. 9. ALL ASSEMBLIES SHALL BE USC, FCC&HR APPROVED. > z: FOLLOWS: LLJ 0 A. 3-INCH AND BELOW - COPPER TYPE K RIGID OR. 10. PIPE SUPPORT AS REQUIRED ON .3" AND A13OVE PER CVWD BRASS. B. 4- INCH AND ABOVE SCHEDULE 40 CEMENT LINED STD. DWG. 305. 8" STANDARD STEEL. CML C OR DUCTILE IRON. ---------- LLJ 11, ALL PIPING BETWEEN METER AND BACKIFLOW ASSEMBLY 5. ALL ABOVE GROUND APPURTENANCES SHALL BE TO BE FLUSHED BEFORE BACKIFLOW IS INSTALLED AND PAINTED AS FOLLOWS: MUST BE WITNESSED BY DISTRICT INSPECTOR. =D C0 A. STEEL PIPE, DUCTILE IRON PIPE, ONE COAT OF M 7-1 PRIMER AND 2 COATS OF RUSTOLEUM-ALMOND. 12, N-SHAPE ASSEMBLY 12" CLR. TO BOTTOM OF HAND WHEEL. Uj 0 IN I Oucamonlirl:01a Val jey__��a�te�r �Djstrict CucarnoDga Valley Water District Cucarnon.u_a Valley Water Distr' ct RECYCLED WATER SIGNAGE RECYCLED WATER GENERAL NOTES SM. DWG. 0 WPICAL BACKFLOW INSTALL-ATION-FOR DOMESTIC AND LANDSCAPE USE APPROVED Brt STD, DWG� 'Oft APPROVED BY- M U_ APPROVED BY- SM. DWG. A y v z: L;ucamu Cucamonga valley y 14 n,"a alley ...... 02 Cucamonga Valle 402 Water Dis i trmct 400B k Water District 16-11-09 ENGINEEIIING DEPARTMENT LLj water ustruct VI: A TIE 10440 ASHFORD STFIFF,FANCM MCMUNGA,CA91 729 JOHN R OF OPE ONS & DATE SHT, OF V.) ENGINEEIIING DEPARIMEhrr JOHN PZ, DIREC (M)987-2591 ENG1 ING Cf) U-1 1044DASHFOR STREETFANCWCUUM0NGAUA91729 JOHN ECTOR OF OPEMTONS & DATE SHT. OF "a ENO ING SHt 2 OF 2 q\ca ccwd codd drcmlrqs cmd sw dwg\dwgNIIna1 cmd-std-402 2: -1- (9D%987-Ml ENO] ING 00 0 1-- \C0 4c� d_dwg\dwgN1IrwcI cmd-std-111 U_ 0 NOTE: PER THE CUCAMONGA VALLEY WATER DISTRICT, "IF THERE IS A __j > __j FUTURE LANDSCAPE SITE THAT WILL NOT BE ON RECYCLED WATER WITH IN A 0 < W = If 12 MONTHS, NO RECYCLED VVATER SIGNS VVILL BE REQUIRED AT THIS TIME. < CONTRACTOR SHALL CONFIRM IF SIGNS ARE TO INSTALLED ON THIS PROJECT 0 WITH SHANE STEVENS RECYCLED WATER COORDINATOR, CUCAMONGA < VALLEY WATER DISTRICT, 909-987-2591, PRIOR TO TURN-OVER TO THE CITY. 0 < w U) M M 0 — Uj 0 U_ 0 w F: z5 < M :E >- < < < Uj > < 0 DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA LANDSCAPE ARCHITECTURAL PLANS HEQ C,V.W,D, STD, DRAWINGS 4 A 4j fn rr D) TRAt, _t NOS. 17651 & 18708 (Rancho 6' L' M $IG Ej? -00628 _ , ,� I __ * SUBTT 17651 and ROW2010 (1! 0"DA �IDW (DATE) DATE: 3AnA_L_ OFF- CA\-\ APPROVED BYO RICE NO 53672 CITY ENGINEE DESIGN REC DED CITY OF MNCHO CUCAMONGA PREPARED FOR: K, H"""VNIAVNIAN HOMES CVWD ROBEln'MITCHELL&ASS0(1_'1.A'_rES 1,500 S. Haven Avenue, Suite 100 D RAWN 1, S H E E_�/' 22982 El I'ORO ROAD LAI,:_17 FOw�,_��r,CA. 92630 Ontario, CA 91761 —RWM 112 FAX(949)581-5809 L-5 OF 17 Phone: (909) 937-3270 CHECKED �,dsolufionsxom 1415 DRAWING NO. RLA NO FAX: (909) 390-5686 RWM DATE 3/2/11 — JOB NO 1090 LMD 221-9-L F:\Jobs 10\1 090\LMD\IRRG details 1 090LMD shfs 1 -3 v.3.dwg, 3/8/1 1 10:16:54 AM, bobmc, 1 :1 ENCLOSURE N10DEL PER TO SPRINKLER-ANGLE PIPE TO r"SNAP-TITE"WATERPROOF 0 IRRIGATION LEGEND SHALL BACKFLOWPREVENTER < SPECIFIED DEPTH WITH 460 ELLS, CONNECTORS OR EQUAL BE STAINLESS STEEL ASSEMBLY SCH 40 PVC;MALE ADAPTOR C,OAST GUARD SHACK SIZE DEPENDENTON CARSON MODEL 1220-12 EtFiCTRIC CONTROL VALVE WITH LINE VALVE (2)PLACES 8611188 P'"'I'l UNION BACKFLOW DIMENSION 14 x 21"VIOLET/LAVENDER BRASS PRESSURE REGULATOR �IWJITE uj WITH LID MODEL 1220-4 AND PVC NIPPLE RAINBIRD:E+1f�-CP-NP-HAN-PRS-D BLUE M CLOSE NIPPLE 'STAINLESS STEEL BOLT, EFB w z COVER ETCHED"IRRIGAT ION GATE" CARSON MODEL 1220-12 14"x2l" z 011 A (CARSON OR EQUAL) VIOLET i LAVENDER WITH LID MODEL rL < 1220-4 WITH STAINLESS STEEL BOLT RED z uJ _1 r z BLACK WATERPROOF ALL WRE 6"THICK X 12"WIDE FINISH GRADE z w AND ETCHED WITH CONTROLLER PVC SLEEVE REQUIREL) :5 a AND VALVE SEOUENCE IRRIGATION CONTROLLER CONNECTIONS CONCRETEPAD a, cr_ FOR PIPE THROUGH U-i Tr LENGTH VARIES PER 7 z 0 6"MIN�� 0- CONCRETE PAD FINISH GRADE 0ZE/MANUFACTURER) PIGTAIL EXPANSION _FIT 121f < 0 ,�%, '11 Ell - __j CARSON MODEL 1220-1214"-21" LOOP(MIN.24"LONG) SLOPE TO DRAIN A`T' FINISH GRADE I E'�"]`TIE1 I k - ui _17 USE WATTS B-6400-SS > MIN, 21. A— ui 1220-4 AND STAINLESS STEEL BOLT. Ab pr 0 VIOLETI LAVENDER WITH LID"MOD L osX BALL VALVE FOR 1/2" Z.�7i C) PLACE AT GRADE IN TURF AREAS b -NT WEDGE-2"OR LARGER k1',ATFI IDEWALK I I M7 90%COMPACTION RESILIC uJ AND 3"ABOVE IN PLANT BED, REQUIRED 2"OPERATING NUT 0 T 7 >< WATTS 403 RTRVV z PIG TAIL EXPANSION PIG TAIL EXPANSION TYP I CAL LOOP(MIN,24"LONG' uJ :D LOOP(MIN,24��LONG) NIPPLE LU Co ............. (2)PLACES RECYCLED WATER GATE VALVE m WARNING TAG EPDXY COATED VALVE T_ RECYCLED WATER — ui (D SCOTCH LOK EPDXY FILLED TES [7!-,WARNING TAG *18"MIN. SCH 40 PVC MALE 00 11 F OR PER 1HE I EI I FEI; I E_ I (SEE NOTES) uJ CONNECTORS FOR ALL FLOW >< 4,- - -311 ADAPTOR I 1=1 SEE NO 7:7 WAITE �1� =11 SENSOR kMRE CONNECTIONS. LOCAL CODE RAS$ANGLE VALVE W1 (COMMON) 2 INSTALL SCOTCH LOKS lul NION USE CHAMPION INIMEDIATELY AFTER LINE TO SYSTEMS z 3 FLOW ANGLE VALVE WITH UNION MODEL 300(V-2") 0 -7 1 1- F,9 1 F = INSTALLING FLOW METER. F14 BLUE I!- ( Mr;'=' WIRES A 3/4"WASHED j� FROM WATER - FL6W N Ew;;;�i—IF CRUSHED AGGREGATE z c>* cr RED TO METER - 33OURCE SCH 80 PVC NIPPLE 0 1 0 3: BLACK j MASTER CONTROL -ELBOWTYPICAL, �Ff f:,::9 uj I-_ ................ VALVE (2) PLACES SUPF -RIOR MODEL < E- EDED) 3100-RWO"-T) I I (NOT NE 0 2-7 '\—RIGID PIPE AND RELATED FITTING S, Q� U-1 tvIANUNE DIAMETER L F�I CONTROL&COMMON WIRES 314"WASHED CRUSHED SHALL BE PER CUCAMONGA VALLEY < U FLOW M.ETE R AfOE AS FLOIN AGGREGATE TO BE WATER DISTRICT STANDARDS. _j t:: METER SIZE ---------------- --- CL PLACED 7�0 A DEPTH OF Id> CONTRACTOR SHALL.VERIFY WITH 6"IN FLOW METER AND 1'1� -11 N CVWD PRIOR TO CONSTRUCTION. MAINLINE DIAMETER MASTER VALVE 80X. U) SAME AS FLOW IHEI I El 00 METER SVE MINIMUM DISTANCE DOWN:STREAM OF T—If Mfififif T-1 2: cr- 0 NOTES: :fs CL BRASS NIPPLE UNINTERRUPTED PIPE(5X DIAMETER 6 1, INSTALL PER LOCAL CODES. 3/4"WASHED CRUSHED PLE OF FLOW METER SIZE) <4 PRESSURE SUPPLY LINE 2, EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY NOTES: AGGREGATE BASE SCH 80 PVC SXSXT TEE uj 0 STRUCTURES OR HARDSCAPING. NOTES: CL m MINIMUM DISTANCE UPSTREAM OF 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. 0 (o 3, WHEN UNIT IS NEXT TO A STRUCTURE; (WALL, BUILDING, ETC,) 8 - __j — UNINTERRUPTED PIPE(10X C�l 6 2. INSTALL CONTROL VALVES A MIN� OF 12"FROM STRUCTURES OR HARDSCAPING, 6 MOUNITTEST COCKS ON OPEN OR NON-STRUCTURE SIDE, 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALK$. Lu DIAME-FER OF FLOW METER:SIZE) 3� IN'STALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS, 1'� > 4, ORIENT UNIT PARALLEL TO STREET, 4N 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING, uJ o NOTES- 5, 'SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 4, PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING"I. m 1, MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTERVALVE, 5,ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALIATION OF VALVE BOX. or- C) *TRIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 04 uJ f) 6. DIELEC VALVE NUMBER INSIDE VALVE BOX, 6, ATTACH PLASTIC IDENTIFICATION TAG NTH APPROPRIKrE CONTROLLER AND 2, IN MULTJPLE FLOW k4ETEERIM,V,INSTALLATION$MAXIMIZE THE DISTANCE DISIMILAR METALS, FROM THE'TEE"TO EACH.FLOW METER TO MINIMIZE TURBULENCE. 6,ALL VALVES MUST HAVE RECYCLED WARNING TAG(PURPLE)CHRISTY�S PURPLE C? VALVE NUMBER TO WIRE INSIDE VALVE BOX. 7, VALVE PER STD,518 REQUIRED BEFORE BACKFLOWPREVENTER. 3. NIASTER VALVE AND FLOWMETER MUST HAVE RECYCLED WATER TAG$ MODEL NO,ID-MAX-P2--RC009. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. 6.ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(CHR.1,SlYS PURPLE MODEL NO. ID-MAX-P?_-RC009) (CHRISTY�S PURPLE MODEL NO. ID-MAX-P2-RC009) ATTACHED TO VALVES.ONLY WHEN RECYCLED WATER ISAVAILABLE AND CONNECTED. m m uj 0 T 91 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA., CALIFORNIA 0 0 APPROVED BY� STANDARD PLAN APPRIUVED 'BY, STANDARDPLAN APPROVED Byi STANDARD PLAN APPROVED BYt REMOTE CONTROL VALVE WITH STANDARD PLAN m U- REDUCED PRESSURE BACKFLOW ISOLATION VALVE 27- co AA 1 02-7 FLOW METER INSTALLATION w SHUT—OFF VALVE & 'UNION 3" or smaller 520 518 —TYPE B PREVENTER 516 Y CL _tTT-Y----F_NG!NEER.1 CNGINEER T DATE: USE WR H $VNDARD SPECIFI(ATIONS FOR-PUBUC WORKS CONSTRUCTION <,T DATE USE WITH STAMDARD SPECIFICATIONS FOR PUBLIC �110RK$ CONSMUCTION ZD DATE 517--B -CITY-tNIMNEER DATE USE WrH SANDARID SPEORCATIONS FOR PliBLIC WOPK$ CONSTRUCTION CE, 53672. USE Wrf'H 5rANDARD SPECIFICAMONS FOR PUBLIC WORKS CONSTRUCTION SHEET I Or 1 2 SHEET I OF 1 m P-"cz 6$672 SHEET I OF 1 53672- SKET I D-F I Cr LLJ U) C/) UJ o F- LLJ U) F_ 0 Lu > 0 < METERED ENCLOSURE NOT E, cr- = `z'�'TRONG BOX MODEL NO, USE PRE-WIRED CALSENSE SSE-R w/DOME ANTENNA. CL Cj) MP'S-SERIES < FRONT VIEW TOP ENTRY ENCLOSURE 0 STRONG BOX MODEL NO, 0 NOTE, LRIRR DOMEANTENNA SO-SS-SERIES lit 1!1 METER TO FACE STREET PORT LOCATED OUTSIDE OF uj CALSENSE CONTROLLER BOX, INSTALLATIONILOGAT ION' MODEL NO. PER PLANS < :z BY CITY R EPRESEEI,'NTA FWE� 0 VERIFY DIRECTION PRIOR iSEE NOTES) z: 0 TO MOUNTING ANTENNA C0iVkJA1.CABLE (D NOTE _j :z ENCLOSURE TO BE 0,ROUNDED PER CALSENSETV110 CALSENSE HARNESS --D LOCAL CODE_ __j CALSENSE TP-1-40 lu 120 VOLT DUPLEX OUTLET(GFCI), rof_= < NOWSWITCHED, 1'0 BE PLACED BOARD REGARDLESS U) U) WITHIN IRRIGATION CONTRt0I_Lf1*.,:R OF CONTROLLER SiZE, ENCLOSURE 0 C) uJ FINISH GRADE NO OPF-iN ELECTRICAL W'IRING 0 L J, $HALL BE IN CONTROLI-ER _j u- MIN, 3X XX 6"CONCRETE MOUNT AREA. ------ uj FOOTING INSTALL A MINIMUM FINISH 1-10-M-,IN,41-1 COMMON/CONTROL WIRES 0 rr_ ADE AND OF,"ABOVEGR 6-rHICK CONCRETE GRADE SLOPE TOP TO DRAIN AT FOOTING INSTALL A IMIN, 4 4 4 OF 3"ABOVE GRADE AND uj uj rr MINIMUM OF 2%. SLOPE TOP TO DRAINAr MINIMUM OF 2%, I,A4 - r < m 20 VOLT WIRE IN RIGID STEEL V- l=-1 I T:SCH 40 CONDUIT FOR CONDUIT(PER L.00AL(-,ODE' IE-71 I I =—I I,=i., I ------------------------ TO IRRIGATION CONTROLLER T ENCLOSURE ,/�COMMONICONTROL WIRES CL < 120 VOLT WIRE �N RIOID STEEL 90'o SWEEP ELL _L 1 >_ CONDUIT(PER LOCAL CODE) (TYP,) '120 VOLT WIRE-IN RIGID STEEL gooSWE-Ep ELL 0 CONDUIT(PER LOCAL CODE) z TO POWER SIDE OF ENCLOSORE TO METER ENCLOSURE ui 201! NOTE: < 8'GROUND ROD < ALL CONTROLLER CABINET SHALL BE ALL CONNECTIONS SHALL BE WATER,TIGHT PRE-ASSEMBLED,TESTED AND INSPECTED "OUTDOOR TYPE"CONNECT�ONS. SIDE VIEW ------ IN THE FIELD BY CALSENSE. ENCLOSURE MOUNT m > NOTES' < 0 1. INS'T ALL CONTROLLER PER NIFG,PRINTED INSTRUCTIONS AIN D PER LOCAL CODES,LOCATION _-::i (D r--_CTP%,C METER PER SCE TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIORTo CONSTRUCTION. CITY DESCRIPTION OF REVISION DATE 2.CONTROL kARRE SEQUENCETO CORRESPONDTO THE PLAN'S DESIGN SEQUENCE OF REMOTE JAPPROVELf. CONTROL VALVES. 3, RIA4 FOUR EXTRA=RES(COLOR:ORANGE)TO FARTHE8T RCV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTML EACH ORANGE VVIRE AT TIiE ENCLOSURE, CITY OF RANCHO CUCAMONGA 4.COMMON WIRETO BE VAiITE AND CONTROL WRE TO BE RED OR BLACK IN COLOR. 6,NO SPLICES SHALL BE NIADE BET WFEN CONTROLLER AND REMOTE CONTROL VALVES, 6, LR('RR DOME ANTENNA PORTTO BE LOCATED AND INSTALLED BY CITY REPRESE14TATIVF TO LANDSCAPE ARCHITECTURAL PLANS LOCAL,RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CLiNTRAL COMPUTER <) SYSTEM PRIOR TO ACCEPTANCE HEL4 8�GROUND ROL) T.ALL ELEcTRIGAL DEVICES SHALL BE GROUNDED PER LOCAL CODE, IRRIGATION DE001mAIELS FINISH z- 8.CONTROLLER SHALL NOTBECONTROLLED BY GFI OUTLET, ro n IR D' _44i -A GRADE MIN, IT IS E W E HOT', z)% 6 9�INSTALL RECYCLED WATER DECAL(CHRISTY�S PART NO.ID4100 4 3/8"X 3 V?"'i ON CALSENSE _j Lr_ TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) ROLLER Box, CONTr -IN 2"SCH 40 CONDUIT HI 10.IF IMETER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE SSEWPS-BASE SU13TT 17651 and ROW2010-00628 =r-_=nT.--- I ENCLOSURE THRU CALSENSE, N7- FOR LIGHT WIRING f 11,ALL CONTROLLER CABINETS SHALL BE PRE-ASSEMBLED,TESTED AND INSPECTED IN TilE FIELD MI I E, Ll Iz, i 9 _y (DATE) CIZI BY CALSENSE. \� APPROVED BY DATE: '12,IF TWO CONTROLLERS ARE TO BF WIDE STRONGBOX ENCLOSURE C A,\- USED SPECIFY DOUBLE MODEL#,3,1.3E--D-R CITY ENGINEER RCE No 53672 DESIGN REC ED C4 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA 0;�r_ eW z K, HOVNANIAN HOMES I- APPROVED BYs SIANDARD PLAN $TANDARD PLM PREPARED FOR- CITY ROBERTMITC11JE11,&.ASSOCIA'rES CONTRO'LLER ASSEMBLY I� A N 1) S 0 1, U T 1 0 N S METER ENCLOSURE 1500 S. Haven Avenue, Suite 1-00 DRAWN SHEET �e�* Ile, 22982EITOR0 ROAD LAKEFORF'ST,CA. 92630 on TNSTALLATION TYPE A =_X t 522 524 Ontario, CA 91761 f Y_ N RWM 581-2112 FAX(949)581-5809 L-6 17 DATE 1 USE VMH STANDARD SPECIFiCArIONS POR PVf3UC ViORKS CONS51MU(JON -noms FOR PiJ%, J(', �10 K_ CO 51-RUCTION _OF w DATE USE WITH STANDARD $PEQr-icA N SHEET I OF I C( ROX. 536-72 SHEET I OF I Phone: (909) 937-3270 dsolutions.corn ...... ......... ...... FAX: (909) 390-5686 CHECKED QLH R LA N 0 1415 DRAWING NO. RWM E 3/2/11 JOB NO 1090 LMD 2219-L r PROJECT SHEET NO. 30 OF 41 F:\Jobs 10\1090\LMD\|RRG details 1090LMD ohto 1 -3 v.3.dwg` 3/B/11 10:16:59 AM, bobrno, 1 :1 | HARDSCAPING (SEE NOTE 4) 44 q 4, CARSON MODEL 910 1.0"ROUND SPECIAL NOTE: PER C.V.W.D. STD. DRAWING 111 ON SHEET L PURPLE BOX WITH LID ETCHED STRUCTURE OR. RELATED FITTINGS SHALL BE AS FOLLOWS- A. 3-INCH AND BELOW- COPPER TYPE K RIGID "0CWAND STAINLESS STEEL 601-.THARDSCAPING OR BRASS."THIS REFERS TO ALL PIPE FROM THE WATER METER THROUGH THE BACKFLOW FINISH GRADE AT GRADE IN TURF AREAS CIS:: ell[AIN N-1-URF AREAS IN NO BF UJI CLEAN BACKFILL-SEE SPECS. FOR MATERIAL. 0 771 0 90%COMPACTION REQUIRED uj A uj NELSON OCV W11 H >/kd I F�l I I m S PROVIDE 6` MIN,OF SAND LOCKING PURPLE CAP :z �V) BEDDING AND SHADDING NELSON#7641 QCV KEY, uj AND(1)HOSE SWIVEL. LEAN 6ACKr-ILL-SEE iju QUIRED SCREW CLAMP 90%COMPACTION RE M:WATER METER,C\AND STANDARD f . . . . . . . MINIMUM(3)PLACES uj PR: PRESSURE REGULATOR,STD, DWG. NO,519, CONTROL WIRE SLEEVE- 31,4`WASHED PURPLE SCH,40 SNAKE PIPE IN SIZE PER PLAN INSTALL CRUSHED :D NON-PRESSURE LATERAL GV: GATE VALVE, STD, DWG, NO, 518, 4 1> z: ADJACENT TO PRESSURE AGGREGATE BASE r- Pt� -ry TRENCH SUPPLY LINE QC, QUICK COUPLER, STD.DWG.NO, 536, p".. cr PRESSURE SUPPLY LINE FM: FLOW METER,STD, DWG,NO, 516, 1 FE1 177 SCH 40 BRASS NIPPLE TF MASTER VALVE, STD. DIAIG. NO, 516. PRESSURE SUPPL."( LINE, MV PURPLE S1031.401CL.316 SNAKE SLEEVE-SIZE TWICE SCH 40 BRASS NIPPLE uj T,1 PIPE__ IN TRENCH 1=5 I DIAMETER OF PRESSURE 24"LONG 41 1—i SUPPLY LINE NOTES: 'CONTROL WIRES-BUNDLE AND TAPE AT 15 0,C,AND NON-PRESSURE LATERAL -LED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW, 0 1. QUICK COUPLER TO BE INSTAI INSTALL ADJACENT TO LINE SLEEVE-SIZE'RNICE STIC WATER LINES AND RECYCLED WATER LINES T ......... PRE,<.,,SURE SUPPLY LINE DIAMETER OF NON-PRESSURE 'S 900 ELL CE MUST BE 1 FEET 2. THE HORIZONTAL DISTANCE BE IWEEN DOMES MUST BE 10 FEET AND THE VERTICAL DISTAN LATERAL LINE 0 3, IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE, THE RECYCLED WATER LINE PROVIDE 61,MINOF SPAND SCH 40 BRASS 90" CL NOTES: L_-SCH 80 PVC 900 MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. 6' TYP i o" -iADING c? BEDDING AND St I ALL SLEEVES TO BE SCH 40 PVC. STREET ELL STREET ELL 4IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDSTO PASS UNDER _H ENDSuj 0 2, EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT B01 u A SIDEWALK,-fYPE K COPPER MUST BE USED AND EXTEND AT LEAST 1 FOOT PAST THE SIDEwkLK \— PRESSURE SUPPLY #4 RESAR STAKE 0- = -VING AROUND HANDICAP RAMPS, 0 BEFORE,CHANGING TO PVC, TYPE K COPPER MUST BE COVERED WITH CHRISTYS PURPLE 3, ROUTE SLEE LINE FITTING (224"LONG) 4, PIPING UNDER PAVEMENT SUSCEPTIBLE TOTRAFFIC LOADS REFER TO CITY STD. PLAN 120 Lu POLYETHYLENE WRAP. 01 6 > 00 6 (24"MIN. TO 36"MAX DEPTH TO TOP OF PIPE BELOWSTRUCTURAL SEC PRESSURE SUPPLY LINE UJ 6, IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER, CUCAMONGA VALLEY WATER DISTRICT RECOM�MENbS THE USE OF BRASS NIPPLES AND 90 DEGREE EL BOWS NOTE, 5. MINIMIZE NUMBER OF GLIJEJOINTS UNDER STRE TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTIN_ AND LOOP CONTROL kk4RE AT 900 GFIANGES IN DIRECTION, u_j 5 GS, 1-PIGTAIL 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINT$ UNDER HARDSCAPE. 0 k I Of 7, COPPER LINES MUST BESLEEVED WITH CHRISn"S POLYETHYLENE PURPLE PIPE 0 2. PRES$URE SUPPLY LINE.2 1/2"AND SMALLER 18"MIN. DEPTH 0.1 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ENGASEMENT AND OR WRAP FOR RECYCLED kNIATER PART#EX-TA-ET-2-PRW. 3"AND LARGER 24"MIN. DEPTH Lon CITY OF RANCHO CUCAMONGA, CALIFORNIA 6 CITY OF RANCHO CUCAMONGA� CALIFORNIA c? APPROVED BY, STANDARD PLAN M u CITY OF RANC110 CUCAMONGA, CA11FORNIA 10 APPROVEI) By, STANDARD PLAN ;_7 co 1� QUICK COUPLING VAINE 0 z: (o APPROVED BY STANDARD PLAN 536 APPROVED 3YSTANDARD PLAN TYPICAL SLEEVING POINT OF CONNECTION (P-0-C 53:3 MN TYPICAL TRENCHING 4� 7 NGINEER DATE SHEET I OF I 53672 re UJ FOR NEW LANDSCAPE SITES !S� 2 1�' a LU E R DATE USE WTH STANDARD SPECIRCOONS FOR 53 2 DATE� VSF WITH STNIMARD SPECIRCAT10N$ FOR PUBLIC WORKS CONSTRUCTION" R,Q,E, SHEET I OF I x 515 z: uj UJI ou uj RAINBIRD 1812 NP CAP W MULGI-I PER CITY CONNECTOR OR EQUAL GRADE OF SOIL FINISH SOIL GRADE AWAY FROM HEAD WIRE SERVICE LOOP(LOOP C,5*� C> N ENOUGH Wf RE,TO EXTEND WIRE BUNDLE 6"ABOVE GRADE) w U) uj SPLICE BOX COVER WITI LOCKING TOP ETCHE 3" IN PLANTER BEDS UJI CIO / ' / � / / < ~~ m 2i U) -� < =- 4,1 'I 2" ,K 18" GREEN PLASTIC METER UJI SCH 80 PVC NiPPLE BOX, CARSON OR EQUAL (MINIMUM 2"LONG) cyo SCH 80 NIPPLE 6"LONG SCH 40 PVC UJ DESCRIPTION OF REVISION DATE c NOTES: APPROVED: MARLEX90" ELL ISO,, 1, DEPTH OF SUMP SHALL BE PER SOIL CONDITION OR 3'MIN, CITY OF RANCHO CUCAMONGA LATERAL FITTING 24 VOLT WIRES, TAPED AND BUNDLED AT 15 FT,INTERVALS "A LANDSCAPE ARCHITECTURAL PLANS NON-PRESSURE LATERAL.LINE \GfHEL4 CU, FT, PEA GRAVEL L ......... IRRIGATION DETAIm S ........ Iz 141 NOTE- (I TY 0 F RANCHO CUCAMONGA, CALIFORNIA RDSCAPING, TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) 1, LOCATE HEAD 2"TO 6`FROM WALKS,CURBS, HA 4PPRIVED BY, STANLIARD PLAN NIOW STRIPS AND EDGES OF LAWN. TREE BUDBLER SUMP SUBTT 17651 and ROW2010-00628 '2, USE TEFLON TAPE ON ALL MALET HREADS, 545 3. INSTALL HEADS WITH INTERNAL CHECK VALVF AND PRESSURE .......... V � LISE WITH STANDARD EM-CATIONS For, Punic cxm5m'1^11,111 (DATE) DATE. COMPENSATING FEATURES PER T14E IRRIGATION PLAN. CITY ENUNUR 61 2.4 963 APPROVED BY9 OF C 4, HEAD CONNEcTiON AT BOTTOM INLET ONLY, 4 CITY ENGINEER RCE No 53672 RECOMME DED DESIGN CITY OF RANCHO CUCAMONGA CITY OF RANCHO CLTCAMONGA� CALIFORNIA CITY ROBEXf MITCHE11,&ASSOCIATES MES CITY OP' RANCHO CUCAMONGA2 CALIFORNIA PREPARED FOR- K. HOVNANIAN HO cx) APPROVED 11YSTANDARD PLAN SHEET DRAWN APF BY, STANDARD PLAN 1500 S. Haven Avenue, Suite 100 22982EITOR0 ROAD LAKEFUREST,CA. 92630 POP—UP SHRUB SPRAY HEAD 24 VOLT SPLICE BOX 540 Ontario, CA 91761 —RWM (949)581-2142 FAX(949)581-5809 U- OF 17 ". 1 539 I'll 1011S.001,11 WING No. CITY ENGINEER Phone: (909) 937-3270 CHECKE 1415 DRA USE wIT14 sTtWDARD SPECIPIOATiON$ FOR RMUC WORKS CONSTRUCTION DATEJ USE MTH STANDARD SPECCC '10N$ FOR PUBLIC WORK-5 CONST-Ruc-TION SHEET I OF I D RLA NO J RWM DATE 1 — JOB NO 1090LMD 2219-L RZE, 53672 FAX (909) 390-5686 31 L Ill Will PROJECT SHEET NO. 31 0 | -- | ' F:\Jobs 1 0\1 090\LMD\PLNT 1090LMD sht 1 v.7.dwg, 9/14/11 4:48:55 PM, bob mc, 1 :1 ....,................................................................ � T t TRACT BOUNDARY 25 > 28 29 : 5 12 FES8 PEH 27 LL E IM J T »- GIP GG : ... --yam .... ............. .......... A 0 ......................... .................................. .. , d v: >. } 77 is 5 II - / / ...- ./ / , ,y� / / // /'� . / / , // /,;.. / // / / .• // / ,/ ��! / // Lij CL / / /� RIB /�. . / .'' ` ; ' / ,� . .' / / / / � ��/ / /�/ O Uj / / / LU W �, Iq 24 ` (. 24 12 24 32 ¢ w I . / g-I •' KNl PEH • ` f ANP 1 KNU Y PEH o 2 `.. w � �� w I.,rr/ PROPOSED R.0x — : ( / ....... ............ ............. ............ ............ . z . wg J O LIMIT OF WORK Z :. f — TRACT BOUNDARY STREET 0 . .. »_.__ ......... Wtw. ,• .........34 35 31 � »n...... .. .,.. 16 12 13 G12IP ` `• UM Clp :. LU12 _ 12 GP �5 , PES _.... z Q .. .. ... .. . :. ... :...:: .... ... ...... ^ , : , .. ...,,.,...... .. .. ;....._. r ;,. ., F z — IM / /< / ` / // /' �/ / / / / / �' / / . // / / ' ..../.. .................. _' ......... ...../ ... ............ ....... .. ' ...... RIB W 24 24 12 24 ;�� o I6 ♦ ♦ 3? w ` , KNU PEH i ANF KNJ 21 w W ;: ANP I„ RRP w Z Cn x o • PROPOSED R.O.W.[7 ' • .. ..; LU ,� a J � LIMIT OF WORK m z WO PLANTING NOTES PLANT LIST m Cn WUCOLS AREA 4 O z 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS, WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. TREES:EY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REGI. QTY. M w CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING I— w IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PERLIM LAGERSTROEMIA INDICA"MUSKOGEE" LAVENDAR CRAPE MYRTLE HYBRID 24" BOX 35'+/-O.C. MOD 21 0 H PLAN AND SPECIFICATIONS. U W U 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL SHRUBS: p = PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REQ. QTY. LL z 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND ANF ANIGOZANTHUS FLAVIDUS "RED" RED KANAGROO PAW 5 GALLON T O.C. LOW 51 0 J UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE REPONSIBILITY FOR THE CCB CORREA'CARMINE BELLS' RED AUSTRALIAN FUCHSIA 5 GALLON 4'0.C. LOW 24 a = RIGHT OF WAY REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID CIP CISTUS PURPUREUS ORCHID ROCKROSE 5 GALLON 4'0.C. LOW 42 0- of UNDERGROUND FACILITIES. KNU KNIPHOFIA UVARIA(HYBRIDS) RED-HOT POKER 5 GALLON 2'O.C. LOW 96 O 6' PRIVATE LJT LIGUSTRUM JAPONICUM 'TEXANUM' TEXAS PRIVET 15 GALLON 4' 0.C. MOD 4 z U 50 RY 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE PEH PENSTEMON HETEROPHYLLUS CALIFORNIA PENSTEMON 5 GALLON 2' O.C. LOW 110 w TRAIL PENCE SCREEN WALL INSTALLATION OF THE SPINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED, FINAL PES PENNISETUM SETACEUM "CUPREUM" FOUNTAIN GRASS 5 GALLON T O.C. LOW 36 Q z EX. ROLLED GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY - O CONCRETE HEADER GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. RIB RHAPHIOLEPIS INDICA'BALLERINA' BALLERINA INDIAN HAWTHONR 15 GALLON 3 O.C. MOD 10 C RS 4 G R RRF ROSA'RED FLOWER CARPET' RED FLOWER CARPET ROSE 5 GALLON 2' O.C. MOD 40 O 0 TRAIL 5URFACE Z 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND BANYAN ''.b °,.e2% � 2� LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT VINES & ESPALIERS: a STREET ° MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REQ. QTY. U) U) ARKW,4 :::....::::....:...:.. :. ..::::.:::::: .: .: U) U) 3r_6 _....:....... . ::.. : ... MUC MACFADYENA UNGUIS-CATI CAT'S CLAW VINE 5 GALLON 15' O.C. LOW 74 w 12'-0" COMMUNITY TRAIL 3'-O" 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY p% :20'.-0" 1% ldDAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT GROUND COVER: H w OF THE LANDSCAPE CONTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT SYMBOL NAME COMMON NAME SIZE WATER REQ. AREA O w ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS z 5 5ECT1 ON A-A BANYAN 5TREET Oyp-) OTHERWISE APPROVED BY THE CITY. MYOPORUM PARVIFOLIUM PROSTRATE MYOPORUM 1 GALLON T O.C. LOW 2872 sq.ft WW Y NOT TO SCALE 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL Q m QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE } INDICATED PLANT SPACING REQUIRED. REMARKS Z M 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC 4" MINUS WOOD CHIP MULCH AVAILABLE FROM: BURRTEC, WEST VALLEY MRF., 13373 NAPA ST., 2860 sq. ft. a Q LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE MIN. 4" DEEP IN ALL SHRUB AREAS FONTANA, CA; OR AQUA MANSA MRF., 1830 AQUA MANSA ROAD, 5� 15, z � U HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. RIVERSIDE, CA. CONTACT: MICHAEL HEFTMAN (909) 429-4200 Z LU 2E 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY ¢ Q NOTES: CD THE CITY. IRRIGATED LANDSCAPE AREA 5,730 SQ. FT. z 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL O' 10' 20' 40' w AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST NOIRRIGATED LANDSCAPE AREA 14,990 SQ. FT. Q 8 RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL zi O AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. TOTAL AREA 20,720 SQ. FT. CITY DESCRIPTION OF REVISION DATE APPROVED: 4 CY. NITROGEN STABILIZED SAWDUST 2/3/2011 120 LBS. GYPSUM CITY OF RANCHO CUCAMONGA 125 LBS. GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECIEVE 4" LAYER OF WOOD CHIP MULCH UNDER ALL FOR HYROZONE DESIGNATIONS REFER TO THE °SCApF LANDSCAPE ARCHITECTURAL PLANS TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT , ��' �,�CTHEq TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL �� Citi PLANTING PLAN ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S VEGETATION MANAGEMENT PLAN ON SHEET L- 17A. APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY 4 MULCH, AVAILABLE FROM: Furf %MINUS WOOD CHIP TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) BURRTEC (RANCHO DISPOSAL SERVICES) FOR THE SOIL MANAGEMENT PLAN, SEE SHEET L- 15. SUBTT 17651 and ROW2010-00628 PHOONE (09)1429A4200 EL EFTMAN 9TF pF CAL�FO�� APPROVED BY : R DATE: � CITY ENGINEER RCE NO 53672 CITY OF RANCHO CUCAMONGA DESIGN RECOnMME D D PREPARED FOR: K. HOVNANIAN HOMES CAM ROBERT MITCHELL !/ 2525 Campus Drive DRAWN LAND S O L O T I O N S SHEET Irvine, CA 92612 DLW 22982 El TORO ROAD LAKE FOREST,CA. 92630 (949) 222-7700 (949)SS1-2112 F��dsolutions com) 81-5809 L-$[� OF 17 Phone: CHECKED DRAWING NO. FAX: (949) 222-7701 RLA NO 1415 DATE 3/2/11 JOB NO 1090 LMD 2219-L PROJECT SHEET NO. 32 OF 41 F:\Jobs 1 0\1 090\LMD\PLNT details 1 090LMD sht 1 v.3.dwg, 3/8/1 1 10:1 /:Zz Am, ----------------- N OT E 8, 'NURSERY STAKES AND REMOVE FILL(,,AVITY�Nll HIN r,,OOT6ALI_ 2 STAKESTO BE PLUNIB AND PARALLEL� ....... 3 STAKE TREE PERPENDICULAR ATCH BAS!\ i ,,V R- ...... STORM DRAII, 'VAILING WIND� TO P RE UNDERGROUND f UTILITIES ONr�': -iALF OF SPACING REQUiREMEN"I Uj E w 'ER AREA CL LIMIT OF PLAN"! 0 ................- ............... U-1 �A Ij SIDEE-WALK V111-117Y-, 11 > Uj P_ x, POL J 4, 1711137HTLY GONli ACTED 3-BERM TO FORM _4 r E�PRESSED WATERING BASIN, TOP TIE TO < Uj ....... BE PI-Ak'E'D AS U LO)v`,J AS POS,8113LE ON THE CHIP MU'GH N1 E , I_ TOP OF%,-�TAKES BELOW TRUNK TO ALLOW FOR WIND TOP OF ROOTBALL TO ,�o vvOOD CHIP MULCH SHOULD BE U-1 BUT OF TRE E WHERE f WN, MIN. FLEXINIG OF THEETREE: H EAD EXTEND 2"ABOVE p CF-D OR ALLOV�ED TO REMAIN U-1 co LA ID GUTTER ROWTH HABIT PERMiTS. U-1 CURB Al' NOT$0 LOW AS'j*0 LOSE SPECIES G FINISH GRADE OVER THE ROOTBA1.1- N SUPPIORT OR ALLOW MAIN TRUNK -IGRA THE HEAD TO DRC FINIS� -DE E TIES SPACED 24" TS OF GINCH LU (2)S, RT,CONVEX SIDE AGAINST TREE r APA RUNK,ATTACH WIT H GALVANIZED -7^ SCREWS TO 81 LODGE POLES / �, I 77,/" :D ....... E EQUAL To THE F-- rL --------- DISTANC LO DISTANCE EQUAL TO THE IG SiDENALK Q"N�,L_ 2"DIA,LODGE POLE PIN-STAKES ZS 4 0 ON CENTER SPAGIN OFSPECIFIED SHRUB 0 SHRUB OF SPECIFIED I I�Ei I IEEu 1-i N CENTER SPACING WlTH WOOL)PRESERVAT!VE STAIN, S,L, RIVE A MINIMUM OF 6"INTO X 13 DRiVE D POSITION UNDISTURBED SOIL AN E ON CENTER S ROOT BALL DISTANCE EQUALTO TH TAKEE3 OUTSIDE ROOT BALL. APPROACH 0 -D SHRUB, SPACING OF SPECIFIE LU UNLESS SPECIAL CASE AS DESCRIBED IT PLAN 'STHE PIT TO BE(2)TIML ------------- - TOP OF ROOTBALL TO EXTEND 2" IN NOTE 4. BELOW, < WIDTH 0 F THE R OOTSALL� CURB AND ABOVE FINISH GRADE, 1=1 I MIN, RT0 Ed I 1E1 I 1E1 I 1E3 I MIIN� GUTTE-R T11GHTLY:.*MPACTED 3"BE w Uj FOR < F- i I : 1 —, M NO TO FORM INATERNG BASIN PLANT PIT TO BE(2)TRAESTHE =1 i 1=1 I 1=1 _-RGROU ..... UNDE I 1=1 STRUCTURE eg, RESIDENTIAL AND GROUND COVER �NIDTH OFTHE ROOTBALL,NO 14 �__j =-_1 i 1:zz; 4S, a_ INSTALLATIO\i WOOD CHIP tAULCIH SHOULD BE NOTE- A' TR N'S'FORMERVAULT, OF PLANVTI'PIT�BERIVIS INITURF < -MAIN NIT LACED OR ALLOWED TO RE 1. ALL SHRUB$AND GROUND COVER TO BE PLANTED AT EQUAL If U) , AREA',rS TO BE REMOVED PRIOR OVERTHE ROOT BALL. 0 TO CITY ACCEPTANCIE. SPACING(TRIANGULAR)UNLESS o-rHERWISE INDICATED ON 7 \__NATNE BACKFILL WITH NO PLANS' SEE LEGEND FORSPACING REQUIREMENTS, ROCKf,;GREATER THANT' NOTES', DVkMETER, ALKS,CURBS OR WHERE PLANTED ADJACENT TO WALLS,W 2, ,AI TO PLANS APPROVED BYTHE CITY ENGINEEER. 1<S517R SHRUBS AND GROUND COVER NS.ALL OF SIGHT UNDISTURBED NATIVE SOIL, CL SIMILAR LIMITATIO LU 0 TREE SPACING SHALL CONFOR r SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING JECT TO IN� 0 Y I\Nl� ING REQUIREMENT& 2, ALLTREEES INTHE kOAN�ARE SUB X FROM SUCH LIN1ITS3. SEE LEGEND FOR SPAr Uj CRITERIA AS APPROVED BY TRAFFIC ENGVEER, ARBOR GUARD IN TURF THE FINAL QUANTITIES OF ALL UNUIERGROUND A' -�j AREAS AND FRONTYARDS� SHALL GOVERN > :z '5 FEET FROM CENTER OF TREE TO EDGF SPACING REQUIREMENTS S TITIES INDICATED 3, MAIN At N 'R OF T LU OF PLANT MATERI FTE REE TO ALI,UTILITY ALS. PLAN ON THE FACILITIES.IN ADDITiON MAINTAIN 5'FROM CEN NOTES* T QUAN MROO i Ll -\TES ON By LO x 9 1,UN`('AN(.tF_tvlArmo r LEGEND ARE ESTIM/ -ATER 0 OWNED WATER SEWER LATERAL LINES, T BALI, NATI�,,/E BACKFILL WITH �0 OGENING AL ROGT5 AT EDGE LY, THAN XDIA� ARKWAY DOES NOT At-LOW S NO ROCKS GRE Of-ROOT BALL,00 NOT CRACK ROOT BALL, PACING AS Cr TRF Nx E 0 -7:E_TO EITHER SiD El I E SPECIF1 TO :D C/) 4� _ES SHALL Nur BE 4, WHEN WIDTH OF P PACING PARALLEL LOCATED ON PROPERTY ONES,NlAINTAIN APPDXIMATELY F PROPERTY L' ED ABOVE, LENGTHEN THE S 151 FROM CENTEI-14 OFTRI 0 PPROVAL OF CITY INSPECTOR� U. SIDEWALKt AFTER A 2-7 5, STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE Tt Uj 0 _R� IDISTURSED -11 1EE1 I 1��l I I— M ff NATIVE SOIL UN ENGINEERING DIVISION. C j- E CITY 0 CUCAMONGA, CA141FORNIA 0 LO 6, S-t`REET TREES SHALL BE PUANTED AND STAKED ACCORDING TOTH CITY OF RANCH M U_ STANDARD PLANS, STANDARD PLAN UCAMONGA9 CALIFORNIA ER M co CITY OF ',RANCHO C APPR[IVED 'By, J SHRUB AND GROUND COV 0 Z: STANDARD PLAN 0 CUCAM()NGA� CALIFORNIA 508 -D t" ........... CITY OF RANCH I APPREIVED By' NG I T 0, SPAC,1 IN NSTRUCTION SHEET 11F I UJ STANDARD PLAN WORI"�s CO "AMONG 01 usF CONTAINER PLANTING CIO, �vTp sTANa&RD s-pEancooNS FOP, PuBu CITY OF RANCHO Cut, A. CALIFORNIA cc, APPRBVED By� DOUBLE STAKED TREE 506 11��7- CITY ENGINECR 'D4iE t j F_ Lij 24953 C/) -RD PLAN STANDA �KS CON7RUCflON —APPRnVED BY, 502 YATE LISC WfTH STAND -ATIONS FOR PIJBLI(�" WOR SHF�ET 1 09 1 rl-,y r-NGINEEIR ArD SPMM 0 GAL 24" BOX TREE PLACEMENT W, (�." w _j C LLI 'ONSTRUCT11011 501 IFIC?MONS FOR PUSUC WORKS SHEET OF' CITY IDNGINEER TE 3E 51'MDARD SPEC U- WITH U) 1.4" 24 0 C[TY ENGINEER DATE t)SE Wini STANDARD SPECIF:CATIONS FOR PUBUC WORKS CONSTRUCTION SHEET I OF I U_ 0 24953 Z: Uj > 0 C/) CL EY-1 0 0 Uj W F- < 2-7 0 LD (D I-_ Z: C/) U) HARDSCAPING(CONCRETE HEADER, 2: z �1/t JRB&GUTTER, SIDEWALK, ETC,) 0 4*0F COMPACTED WOOD CHIP U_ Ci MULCH, Uj 0 w :z FINISH SOIL GRADE U-1 Uj '12" LU < 4- U) Z: Z y, n-A 5 U) rj < 1 X114 0 z LLj < < -7-1 —SHOVEL CUT EDGE COMPACTED NATIVE SOIL Uj > < 0 Z� CITY DATE DESCRIPTION OF REVISION -APPROVED; MONGA NOTES- -11E MULCH,THE CONTRACTOR SHALL CITY OF RANCHO CUCA I I PRIOR TO PURCHASEIPLACENIENT OF T� SUBN13T A SAMPLE TO THE INSPECTOR FOR APPROVAL, LANDSCAPE ARCHITECTURAL PLANS Z MULCH AROUND TREES AND SHRUBS AS PER,CITY STANDARD PLANS AND BLEND I\,"WOSCAP�, �CTHEQ INTO EDGES AT GROUND COVER.AREAS, ly' PLANTING DETAILS MPACTION, -,A 3, MOISTEN MULCH AFTE_-R INSTALLATION 7`0 ASSIST IN CO Qj 4.; C, f V PLANT OR -(Jn '0_"_i TRACT NOS. 17651 & 18 4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY 708 (Rancho 63 LLMD) RE� lu I Kt 51 and ROW2010-00628 At-LOWED TO REMAIN THE lk EW D SUBTT 176 (DATE) DATE- 3,�. APPROVED BY OF- CA RCE No 53672 CITY ENGINEER DESIGN CUCAMONGA 214 CITY OF RANCHO ROBERT MITCITEIA,&ASSOCIATES 1, A N D S 0 L U 'j, I DRAWN SHEET ........ PREPARED FOR K. HOVNANIAN HOMES _"_980-EITOR0 ROAD LAI<�F'l FOREST,CA. 92630 CAMONGA9 CALIFORNIA 1500 S. Haven Avenueg Sulte 100 (949)581-2112 FAX(949)581-5809 L-9 OF-17 all CITY OF RANCHO CU ........................-__r____ _._� I - 761 nnalandsolutiolls-coll, ontariog CA 91 DRAWING NO. STANDARD PLAN 1415 APPROVED BY, CHECKED RLA NO Phone: (909) 937-3270 2219-L MULCH INS'11ALLATION DAT E 3/2/11 J 0 B N 0 1090 LMD 509 9 (909) 390-5686 111111 FAX ...... MINI WORKS CONSTRUCTION CIT'Y 01614m ZA 7iL��USE WIT H STgJDARD SPECIFICAT,$ONS FOR PUBLIC, SHEET I [IF I R,C,E� 24963 s! ill;,;I:ii,iiiiiii:iiil,l!l PROJECT SHEET NO. 33 OF 41 �-7 — - � - ---- �— F:\Jobo 10\ 1090\LMD\SPEC 1�090LMD shf 1 -5 v.3.dwg` 3/8/11 10:17:38 AW` bobrno, 1 :1 { 4. Approval of any item, alternative or substitute indicates only that the product h. Stub-outs for future connections. CITY OF RANCHO CUCAMONGA avoid conflicts between the irrigation system, planting and architectural or products apparently meet the requirements of the Drawings and i. Other related equipment as directed by the City of Rancho Cucamonga. PLANTING AND IRRIGATION SPECIFICATIONS features. Specifications on the basis of the information or samples submitted. 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Rancho Cucamonga. 2. All work called for on the Drawings by notes or details such be furnished and 5. Manufacturer's warranties shall not relieve the Contractor of his liability tinder Delivery of the sepias will not relieve the Contractor of the responsibility of installed whether or not specificallymentioned in the specifications. the guarantee, Such warranties shall only supplement the guarantee. furnishing required information that may be omitted from the prints SPRINKLER IRRIGATION SPECIFICATIONS 3. The Contractor shall not willfully install the irrigation system as shown on the C. Controller Charts: Zn B. RECORD DRAWINGS: Drawings when it is obvious in the field that obstructions, grade differences,or onga before PART1 - GENERAL discrepancies in area dimensions exist that might not have been considered in I The Contractor shall provide and keep up-to-date a complete record set of I As-builts drawings shall be approved by the City of Rancho Cucam, engineering. Such obstructions or differences should be brought to the Controller charts are prepared. U_J 1.01 DESCRIPTION blueline ozalid prints which shall be corrected daily, showing every change 0 attention of the City of Rancho Cucamonga. In the event this notification is 0 from the original Drawin s and Specifications and the exact installed locations, J shall assume full responsibility for any revision 9 2. Provide one controller chart for each controller sequence. UJ A. Scope of Work: Provide all labor, materials transportation, and services necessary to not performed, the Contractor sizes, and kinds of equipment. Prints for this purpose may be obtained li-orn ce- > d described necessary. the City of Rancho Cucamonga at cost. This set of drawings shall be kept on ZZ-_ CD furnish and install the Irrigation System as shown on the Drawings an The chart shall show the area controlled by the automatic controller and shall C) -_ herein. the site and shall be used only as a record set. be the maximum size which the controller door will allow. < UJ 1.03 SUBMITTALS materials shall comply with governing codes, safety orders, 2. The Contractor shall make neat and legible notations on the record drawing UJ B. Standards: All work and 4. The chart is to be a reduced drawing of the actual installed system. However, LU m standards', and regulations, and meet the minimum requirements of the Standard A. Material list- progress sheets daily as the work proceeds, showing the work as actually nce is not legible when the drawing is reduced, 2: UJ in the event the controller seque 0 Specifications For Public Works Construction (Green Book) latest edition. installed. For example, should a. piece of equipment be installed in a, location willbe readable when reduced, 2r I The Contractor shall furnish the articles, equipment, materials, or processes that does not match the plan, the Contractor must indicate that equipment has it shall be enlarRed to a size tliat U-i specified by name in the Drawings and Specifications, No substitution will be been relocated in a graphic manner so as to match the original symbols as 1.02 QUALITY ASSURANCE &REQUIREMENTS allowed without prior written approval by the City of Rancho Cucamonga. 5. The chart shall be a black line or blueline ozalid print and a different color shall U_ indicated in the irrigation legend. The relocated equipment and dimensions will be used to indicate the area of coverage for each station. Z: A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all then be transferred to the original record drawing plan at the proper time. 0 erforniing any work. 2. Complete material list shall be submitted prior to p observations as required. Material list shall include the manufacturer, model number, and description of 6. When completed and approved, the Chart shall be hermetically sealed between 3, Before the date of the final observation, the Contractor shall transfer all two pieces of plastic, each piece being a minimum20 mils. all. materials and equipment to be -used. Although manufacturer and other ia mylar or similar mylar 0 B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be inittal information from the "record drawing" prints to a sep = information may be different, the following is a guide to proper sub material. Arrangements shall be made through the city for obtaining said proved prior to the final field LU F__ followed in all cases where the manufacturers of articles used in this Contract furnish 7. These charts shall be completed and ap =) directions covering points-not shown in the Drawings and Specifications. format: sepia mylar or similar mylar material. All work shall be in waterproof India ink = < observation of the irrigation system. 0 2_1 and applied to the inylar by a technical pen made expressly for use on illylar W LIJ Item No. Description Manufacturer Model No. < F All local, municipal and state laws, and rules and material. Such pen shall be similar to those manufactured by Rapidograph, UJ t= C. Ordinances and Regulations: be D. Operation and Maintenance Manuals: 0- W regulations governing or relating to any portion of this work are hereby incorporated Kueffel & Esser, or Faber Castell. The dimensions shall be made as to < 3: rried out I Backflow Preventer Febco 825-Y-13V the final controller chart (see Section C). The original 0 or_ ications, and their provisions shall be ca 2 Automatic Controller Calsense ET2000-24-LR-RR easily readable even on 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days w into and made a part of these Specif M 0 by the Contractor. Anything contained in these Specifications shall not be construed 3 Master Valve Superior 3100 RCV mylar "record drawing" plan shall be submitted to the City of Rancho prior to completion of construction, two hard-cover, three ring binders Z: W a - or approval prior to the completion of the controller chart. !� 0 to conflict with any of the above rules, regulations, or requirements of the s me 4 Etc. Etc. Etc. Cucamonga f containing the following information: However, when these Specifications and Drawings call for or describe materials, UJ 0 workmanship, or construction of a better quality, higher standard, or larger size than All items must by listed 4. The Contractor shall dimension from two (2) permanent points of reference, Index sheet which states Contractor's name, address, and telephone 0 Irrigation submittal must be specific and complete. a. 0 fications h as building comers, sidewalk edges, road intersections, etc., the location __J is required by the above rules and regulations, the provisions of these Speci wire connectors, valve, boxes, etc. No sue number, and which lists each installed equipment and material item LIJ and Drawings shall take precedence.. and should include solvent, primer, of the following items: includingnames and addresses of manufactures local representatives. > copies of manufacturer's literature (catalog cuts) are required as submittal LU item installed b. Catalog and parts sheets on every material and equipment D. Explanation of Drawings: a. Connection to existing water lines. under this Contract. UJ b. Connection to existing electrical power. 0 3, Equipment or materials installed or furnished without prior approval of the C. Guarantee statement. =:� P possible to indicate all offsets, C. Gate valves. d instructions on all major =) U) 1. Due to the Scale of the Drawings, it is not City of Rancho Cucamonga may be rejected and the Contractor may be Complete operating and maintenance co :Z The Contractor shall carefully d. Routing of sprinkler pressure lines,(dimension max. 100' along routing). UJ 0 fitting, sleeves, etc., which may be required. required to remove such materials from the site at his own expense. equipment. 0 investigate the structural and finished conditions affecting all of his work and e. Sprinkler control valves. W plan his work accordingly, furnished such fittings, etc., as may be required to f. Routing of control wiring and locations of all splice boxes, 0 meet such conditions. Drawings are generally diagrammatic and indicative of g. Quick coupling valves. M U) the work to be installed. The work shall be installed in such a manner as to :� CL Page 4 Page 3 UJ ULJ 2. In addition to the above mentioned maintenance manuals, provide the City's B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or < 0 rejecting any submittal item as an approved equal to the equipment and materials listed maintenance personnel with instructions for major equipment and show t:) 0 -ie c on the Drawings and Specifications. M- ;§ evidence in writing to the City of Rancho Cucamonga at tl onclusion of the LIJ project that this service has been rendered. < 1.06 GUARANTEE = 0 go E. Equipment to be Furnished: A. The guarantee for the irrigation systen-i shall be made in accordance with the attached form. '17he General Conditions and Supplementary Conditions of these Specifications Supply as a part of this contract the following tools: cc of the irrigation system. shall be filed with the City prior to acceptan U) U) a. Two (2) sets of special tools required for removing, disassembling and 0 UJ adjusting each type of sprinkler and valve supplied on this project. B. A copy of the Guarantee form shall be included in the operations and maintenance 0 manual. 0 b. Two (2) four-foot valve keys for operation of gate valves. LJ_ ,6 C. Two (2) keys for each automatic controller. LU C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain 0 W d. One (1) quick coupler key and matching hose swivel for every five(5) =5 the following information: a or fraction thereof of each type of quick coupling valve installed. LU U-i 2. The above mentioned equipment shall be turned over to the City at the GUARANTEE FOR IRRIGATION SYSTEM W UJ M conclusion of the project. Before final observation can occur, evidenc We hereby guarantee that the irrigation system we have furnished and installed is free from U) < the City has received material must be shown to the City of Rancho ;Z :E defects in materials and workmanship, and the work has been completed in accordance with 5 W Cucamonga. the Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. 0- < We agree to repair or replace any defects in material or workmanship which may develop 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING during the period of one year from date of acceptance and also to repair or replace any LU damage resulting from the repairing or replacing of such defects at no additional costs to the < A, Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in < (D PVC pipe and fittings, All PVC pipe shall be City. We shall make such repairs or replacements within a reasonable time, as determined by handling,loading,unloading, and storing the City, after receipt of written notice. In the event of our failure to make such repairs or transported in a vehicle which allows the length of pipe to lie flat so as not to subject it F_ cr_ replacements within a reasonable time after receipt of written notice from the City, we =� U-i to under bending or a concentrated external load at any point. Any section of pipe M > authorize the City to proceed to have said repairs or replacements made at our expense and < 0 that has been dented or damaged will be discarded, and if installed, shall be replaced we willpay the costs and charges therefore upon demand, :D 0 with new piping. DESCRIPTION OF REVISION DATE CITY 1.05 SUBSTITUTIONS PROJECT: I A. If the Contractor wishes to substitute any equipment or materials for the equipment or LOCATION: CITY OF RANCHO CUCAMONGA materials listed on the Drawings and Specifications, he may do so by providing the SIGNED: following information to the City of Rancho Cucamonga for approval: SCA LANDSCAPE ARCHITECTURAL PLANS HEQ 1-ION Provide a statement indicating the reason for making the substitution. Use a -A SPECIFICATIONS = IRRIGA separate sheet of paper for each item to be submitted. lu. LL TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) PHONE DATE OF ACCEPTANCJ_ . .W RE -00628 Is for 2. Provide descriptive catalog literature, performance charts and flow chai S) 0 SUBTT 17651 and ROW2010 PART 2 - PRODUCTS (RE ID each item to be substituted. 2.01 MATERIALS 3. Provide the amount of cost savings if the substituted item is approved. CITY ENGINEER--- RCE No 53672 A. General: Use only new materials of brands and types noted on drawings, specified CITY OF IRANCHO CUCAMONGA DESIGN RECOM DED herein,or approved equals. PREPARED FOR: K. HOVNANIAN HOMES —CITY ROBE'RY.N11TCHELL&ASSOCIATE',S 1500 S. Haven Avenue, Suite 100 DRAWN L A N D s o 1. u T 1 0 N S SHEE 22982 El TORO ROAD 1,A1U,FO1;LFST,CA. 92630 Ontario, CA 91761 RWM (949),581-2112 FAX(949)581-5809 L-10—OF 17 Phone: (909) 937-3270 CHECKED RLA NO _ 1415 221.9-L FAX: (909) 390-5686 RWM DATE 3/2/11 _ JOB NO 1090 LMD PROJECT SHEET NO, 34 OF � ~� F:\Jobs 1 0\1090\LMD\SPEC 1 090LMD sht 1 -5 v.3.dwg, 3/8/1 1 10:17:49 AM, bob mc, 1 :1 connection at each electric control valve, so that in case of repair, the valve . tion Units: bonnet maybe brought to the surface without disconnecting the control wires. VC Pressure Main Line Pipe and Fittings: 4. Except as noted paragraphs 1, 2, an 3 of this section (2.01 ), all Backflow Preva requirements for non-pressure laterallane pipe and fittings shall be the same s as Control wires shall be laid loosely in trench without stress or stretching wire .P for solvent-weld pressure a' line pipe and fittings s set forth in section 1. Backflow prevention unit shall be of size and type indicated on the irrigation conductors. 1. Pressure main line piping far sizes 2 and larger shall be PVC Mass 315. p p p a from an NSF approved Type 1 Garde r, FVC 2.01 of the Specifications. drawings. Install backflow prevention units in accordance with the Drawings. 2. Class 315 pipe shall be e a 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, compound confor gto ASTM resin specification 1784. All pope must 2. u Wye strainers at backflow prevention nits shall have a bronzed screwed bay Rainbird Snap-Tile wire ca Makeactors., or approved equal. Make only one splice set requirements as set forth Federal Specification PS-22-70, with a D. Brass Pipe an Fittings: y with 60 mesh monel screen and shall be similar to Bailey #10013 or approved with each connector sealing pack, appropriate standard dimension(S. .) (Solvent-weld ie). I. ere indicated on the Drawings, use red brass screws pipe conforming to equal. 6. Field splices between the automatic controller and electric control valves will 3, Pressure main fine piping i in for sizes 1-1/2" and smaller shall be PVC Schedule Federal Specification# -P-351. UJ 3. All pressure main line piping between the paint of connection and the backflow not be allowed without prior approval of the City of Banca Cucamonga. CL 0 with solvent welded joints. 2. Fittings shall be red brass conforming to Federal Specification# -P-460. reverter shall be installed as required by local code. The Contractor shall LU verify with the local governing body as to material type an installation Ata Automatic Controller: 4. Schedule 40 pipe shall be made ftom NSF approved Type 1, Grade 1 PVC E. Copper Pipe and Fittings: r-1 UJ procedures prior to start of construction. Submit shop drawing for approval. ca ound conforming to AST resin specification 1785. All pipe must pp p p 1. Automatic controller(s) shall be of size and type shown on the Drawings. 0 -. set requirements as set forth in Federal Specification PS-21-70. 1. Pipe: Type K, hard tempered. I. Check Valves: 2. Finallocation of automatic controller(s) Shall be approved by the City of UJ . PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved ,� W.O.G. Rancho Cucamo �a 2. Fittings: wrought copper, solderjoint type. 1. Sw" g check valves 2 and smaller shall be 20Q pound . bronze � • conforming to AST test procedure 2466, g pp y construction with replaceable composition, neoprene, or rubber disc and shall o a a set or exceed Federal Specification T-V--51 , Class A, Type IV. . Unless otherwise noted a the Drawings,the 120 volt electrical power to eachLIJ 6. Solvent cement and primer for PVC solvent-weld pipe ab fittings shall be of 3 Joints shall be soldered with silver solder, 45% silver, 15/a copper, 16 0o zinc, automatic controller location is to be funiished by others. The final electrics l 0 type and installation methods prescribed by the manufacturer. 24% cadmium,solidus at 1125 F, and liquidus at 1145 F. 2. Anti-drain valves shall be of heavy duty virgin VC construction with F.I.P. hook-up shall be the responsibility of the Contractor. F. GateValves: three inlet and outlet. Internal parts shall be stainless steel and neoprene. 7. All PVC pipe must bear the following markings: L. Electric Control Valves: Anti-drain valve shall be field adjustable against rawout am 5 to 40 feet of head. Anti-drain valve shall be similar to the Valcon "ADV" ora roved a. Manufacturer's name l. Ball Valves(I/2�, and smnaller) equal. 1. All electric control valves shall be the sa e size and type shown on the 0 q b. Nominal pipe size UJ C. Schedule or class a. all valves shall be a 125 lb P bronze valve with threaded ends and Drawings. Press e rating i P.S.I. shall be equipped with a stainless steel handle. J. Control firing: 2. A11 electric control valves shall have a manual ow adjust ant. d.e. NSF (National Sanitation Foundation} approval b. all valves shall be Nibco T- 585-70-66 or approved equal. f. ate of extrusion C. All all valves shall be installs per detail, 1. Except as noted otherwise, connections between the automatic controllers and ui the electric contral valves shall be made with direct burial copper wire AWG- 3. Provide and install one control valve box for each electric control valve. 2. Resilient edge Gate Valve(2" and larger) U.F. 600 volt. Control wiring installed i control wire conduit within structureCn 8. All fittings shall bear the manufacturer's name or trademark, material Control Valve axes: shall be made with AWG-TW solid copper wire. flat wires shall be a different cr- designation, size, applicable I.P.S. schedule and NSF seal of approval. a. Resilient Wedge Gate valvas shall be epoxy coated and equipped with a color wire for each automatic controller. Common wires shall be white with a CL 213 „ different color stripe for each automatic controller. Ins'�a11 in accordance with 1. Use 10" x 10-3/ " round box for all gate valves. Carson Industries #910-1 C VC Nan-Pressure Lateral LinePiping: 2 aerating nut. with green bolt-down cover or proved equal. Extension sleeve shall be PVC' valve manufacturer's specifications and wire chart. In no case shall wire size be UJ 0 b. Resilient edge Gate valves shall be o. 403 RT-RW as supplied by 1. on-pressure buried lateral line piping shall e PVC Schedule 0 with solvent- Watts or approved equal. less than 14. with minimum,size of six(6) inches. weld faints when installed in laming areas. C. All.Resilient edge Gate valves shall be installed per detail. 2. Wir" g shall occupy the s e trench and shall be installed along the same route 2. Use 9- /2" x 16" x 11" rectangular box for all electric control valves. arsonUJ as pressure supply or lateral lines wherever passible. Industries 1419-12B with green bolt-do cover or approved equal. _ -- 2. Non-pressure lateral line piping installed under paved areas shall e PVC G. Quick Coupling Valves: pp y Schedule Q with solvent welded'amts. . . J hers ore than one 1 wire is laced in a trench, the wiring shall s taped 3. Use 6" diameter x 8- /4" deep round plastic valve box for all quick coupling 1. Quick coupling valvas shall have a brass, two-piece body designed for working 3 ( ) p together at intervals of fifteen(15} feet. valves. Carson Industries # 608-12 with green ex-lock cover or approved UJ 0 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound pressure of 150P.S.I. g equal, conforming to ASTM resin specification D1784. All pips must meet "t appropriate 2. Quick coupling Valve shall operable with a quick coupler key. Ivey size an An expansion curl shall be provided within three (3) feet of each wire requirements set forth in Federal Specification PS-22-70 with an type shall be as spawn an the Drawings. connection.. Expansion curl shall. be of sufficient length at each splice standard dimension ratio. - D Z Pae 10 rv, UJ Page 7 Fags 8 Page 9 UJ 4. Use 9-1/2" x 16" x 1.1" rectangular box for all electric control valves installed Q. Miscellaneous Irrigation Equipment: within on-grade landscaped areas. Carson Industries # 1419-12B with green for t ~ � bolt-down cover or approved equal. sizes and.. I. Refer to the Irrigation Plans fo types of mniscellaneaus irrigation equipment. 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on- 0 structure - structure lascap ed areas. Carson Industries No. 910-12B with green bolt- 2. All miscellaneous irrigation equipment shall be as specified or approved equal. down cover or approved equal. PART 3 - EXECUTION N. SprinklerHeads: 3.01 OBSERVATION F SITE CONDITIONS rinkler heads shall be of the same size, t All sp yPe, and deliver the same rate o precipitation with the diameter(or radius) of throw, pressure, and discharge as A. All scaled dimensions are approximate. The Contractor shall check and verify all size shown on the Drawings and/or specified in these special provisions. dimensions and receive approval o the City of Rancho Cucamonga prier to LU proceeding with work ander this Section. 2. Spray heads shall have a screw adjustment. - - p y . Exercise extreme sere in excavating and working near existing utilities. TheLU UJ 3, Riser units shall be fabricated in accordance with the details shaven on the Contractor shall be responsible for damages to utilities whish are caused by hisW UJ drawings, operations or neglect. Check existing utilities drawings for existing utility locations. 4. . installation of sprinkler aterials including Riser nipples for all sprinkler heads shall be the same size as the riser opening C. Coordinate ins ag pipe, so there shall be no i the sp ler body interference with utilities or other construction or difficulty ` planting trees, shrubs, and ground covers. 5. All sprinkler Beads of the same type shall be the same manufacturer. D. The Contractor shall carefully check all grades to satisfy himself that he may safely 0. Sleeving: proceed before starting work on the irrigation system. 1. Sleeving under harsca e or paved areas for mainline, lateral lines or control 3.02 PREPARATION wiring shall be Schedule 40 P.V.C. or approved equal. A. Physicallayout: Z� __J CD Vandal Resistant Controller Enclosure: P. 1. Prior to installation, the Contractorshall size stake out all pressure supply � I I I GATE CITY APP V L Controller enclosure shall be of size and type Shawn on the Irrigation Drawings lines,routing and location of sprinkler heads. and Irrigation Detail sheet. CITY OF RANCHO CUCAMONGA 2. All layout shall be approved by the City of Rancho Cucamonga prior to 2. A backboard shall be secured to the controller enclosure housing to provide a installation. LANDSCAPE ARCHITECTURAL PLANS base for ounting the autom atic sprinkler controller and terminal strip. B. \rTHEQ� am Water Supply: �p ��,�cT�e�t ��,p�� 1-1 SPECIFICA TIONS - IRRIGATION (cont'd) . A 117 volt duplex box shall be provided with anon/off switch, and a 117 volt hall run from the 117 volt supply to the controller 1. The irrigation systemshall be connected to water supply point(s) of connection fnn receptacle. Metal conduits pp y ® (P 1 TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) housing. All power within the housing shall be properly phased. as indicated on the Drawings. . TSUBTT 17651 and ROW2010 the amts of 2. Connections shall be made at the approximate location(s) shown on the `�' ( " ` OAT . A terminal strip shall be provided, clearly indicating proper er p p �� (DATE) �Q,�~ ®connection of all appropriate wirin station valves, aster valve, common, Drawings. The Contractor is responsible for minor changes caused by actual cog ( e . site conditions. -� RCE No 53672 central control). CITY OF RANCHO CUCAMONGA SIGN REC PREPARED ® CITY ROBERTMITCHELL,I TELT_,8.._ASSOCINI I.S L AND S <) I. t i T I 0 NS 1500 S. Haven Avenue, Suite 100 AWN 22983 EI TORO ROAD LA1,J-'7F0RL;s'r„C A. 2630 Page 12 Ontario, CA 91.761 RWM > (t 9)- E-11 OF 17 Page 11 Phone: (909) 937-3270 ��R��,a�RR"t��>t�s.�:��n CHECKED RLA NO 1415 DRAWING NO. FAX-0390-5686 DATE 3/2/11 JOB NO 1090 LMD 2219-L PROJECT SHEET 3s OF F:\Jabs 1 0\1 090\EMD\SPEC 1 090EMD sht 1 -5 v.3.dwg, 3/8/1 1 10:17:59 AM, bobmc, 1 :1 C. Electrical Supply: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to 3. Flooding of trenches will be perinitted only with approval of the City of 5. On PVC to metal connections, the Contractor shall work the metal connections be installed.in this work shall be equivalent in all respects to those itemized. 1. Electrical connections for any and all automatic controllers shall be made to Rancho Cucamonga. first. Teflon tae or approved equal, shall be used on all threaded PVC to electrical point(s) o connection as indicated on the rawings. PVC, and on all threaded PVC to metal joints. Light wrench pressure is all 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. I . If settlement occurs and subsequent adjustments in pipe, valves, sprinkler that is required. Where threaded PVC connections are required, use threaded no case shall the spacing exceed the maximum recommended by the 2. Connections shall be made at the approximate location(s) shown on the heads, lawn,planting, or other construction are necessary,the Contractor shall PVC adapters into which the pipe may be solvent welded. manufacturer. Drawings. The Contractor is responsible for minor changes cause by actual make all required adjustments without cost to the City. E. Line Clearance: 3.04 TEMPORARY REPAIRS site conditions. C. Trenching and Backfill Under Paving: `3.03 INSTALLATION 1. All lines shall have a minimumclearance of six(6) inches from each other and The City reserves the right to make temporary repairs as necessary to keep the sprinkler I. Trenches located under areas where paving, asphaltic concrete, or concrete twelve ( 2) inches from lines of other trades, with the exception of the control system equipment in operating condition. The exercise of this right by the City shall not UJ A. Trenching: will be installed,shall be backfilled with sand (a layer four (4) inches below the wire sleeve(s)which shall be installed adjacent to pressure supply line. Parallel relieve the Contractor of his responsibilities tinder the terms of the guarantee as herein UJ pipe and six (6) inches above the pipe) and compacted in layers to 95% lines shall not be installed directly over one another. specified. I. Dig trenches straight and support pipe continuously on bottom of trench. Lay co paction, using manual or mechanical tamping devices. Trenches for piping 0 UJ pipe to an even grade. Trenching excavation shall follow layout indicated on shall be compacted to equal the compaction of the existing aqjacent F. Automatic Controller Assembly: 3.05 EXISTING TREES 0 the Drawings and as noted. undisturbed sal] and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set in place, Install as per manufacturer's instructions. Remote control valves shall be connected to Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all 2. Provide fora minimumof twenty-four possible care to avoid injury to trees and tree roots. Excavation in areas where two ( ) inch (24) inches cover far all irrigation lines cap and pressure test. all piping under paving prior to the paving uTark. controller.inn numerical sequence as shown on the Drawings. p J Y LU Co installed under paving or hardscapizig, and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, 2. Generally,piping under existing walks is done by jacking, boring, or hydraulic G. HighVoltage Wiring for Automatic Controller: except directly in the path o pipe or conduit, shall be t sled der and shall be heavily UJ a ed uTit11 burls to prevent scarring or excessive drying. Here a ditching machine is n 3. Provide for a minimum of twenty-four (24) Inches cover for all pressure supply driving, but where any cutting car breaking of sidewalks and/or concrete is pp p p g ry g` lines ofthree (3) inc es or larger in diameter. necessary, its all be done and replaced by the Contractor as a part of the 1. 120 volt power connection to the automatic controller shall be provided by the close to trees having roots smaller than two (2) inches in diameter, the wall of the trench 2-7 Contract cost. Permission to cut or break sidewalks and/or concrete shall be Contractor. adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one (1) inch and . Provide fora minimum of eighteen 1 inches cover for all pressure supply obtained •o the City of Ranco Cucamonga. No hydraulic driving will be larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to ( ) p p Y lines of two and one half(2V2"") inches or smaller permitted under concrete paving. 2. All electrical work shall conform to local codes, ordinances, and union tree should e closed within twenty-four (24) hours; and where this is not possible,the side o authorities having] indiction. the trench adjacent to the tree shall be kept shaded with burlap or canvas. CO . Provide for a mi iniainof twelve(12) inches for all non-pressure lines. 3, Refer to City Standard 120 "TrenchRepair" when within City streets LU susceptible to traffic loads. H. Remote Control Valves: 3.06 FIELD QUALITY CONTROL . Provide fora minimunicover of eighteen(18) inches for all control wiring. D. Assemblies: I, Install where shown on the Drawings. Where grouped together, allow at least A. Adjustment of the System: UJ 7. Refer to City Standard 120 "TrenchRepair" when within City streets twelve (12) inches between adjacent valve boxes. Install each remote control susceptible to traffic loads. I. Routing of spr` ler igatio lines as dicated on the rawings is valve in a separate valve box. 1. The Contractor shall flush and adjust all spr ler heads for apti um diagrammatic. Install lines (and various assemblies) in such a manner as to performance and to prevent overspray onto walks, roadways, and buildings as B. Backfilling: conform with the details in the Drawings. I. Flushing of System: much as possible. CL I. The trenches shall not be backfilled until all required tests are performed, 2. Install N multiple assemblies in plastic lines. Provide each assembly with its I. After all new sprinkler pipe lines and risers are in place and co ecte , all 2. If it is determined ed that adjustments in the irrigation equipment well provide q e UJ 0 Trenches shall be carefully backfilled with the excavated materials approved for own outlet. necessary diversion work has been completed, and prior to Installation o proper p and ore adequate coverage, the Contractor shall make such backfilling, consisting of earth, loam, sandy clay, sand, or ether approved sprinkler heads, the control valves shall be opened and full ea o water used adjustments prior to planting. Adjustments ay also include changes in nozzle materials, free from large clods of earth or stones. ackfill shall be 3. Install all assemblies specified here accordance with respective detail. I to flush out the syste sizes and degrees of are as required, UJ mechanically compacted in landscaped areas to a dry density equal to adjacent absence of detail drawings or Specifications pertaining to specific items undisturbed soil ' planting areas. Backfill will conformto adjacent grades required to complete work, perforin such work accordance with best 2. Sprinkler heads shall be installed only after flushing of the systemhas been 3. Lowering raised sprinkler heads by the Contractor shall be acco lisle withinUJ 5 without dips, sunken areas, humps or other surface irregularities. standard practice with rior approval of City of Rancho Cucamongaacco lished to the complete satisfaction of the city of ancho Cuca onga. ten(10) days after notification by the City. co 2-7 UJ 0 2. A fine g Yp ranular material backfill will be inztiall laced on all lines. No foreign PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture J. Sprinkler Heads: A11 spr' ler heads shall e set pe endicular to fished gra es unless atter larger than one-half (1/2) inch in size will be permitted in the initial before installation. Installation and solvent welding methods shall be as otherwise designated on the Drawings. backfill. recommended by the pipe and fitting manufacturer. CL Page 13 Page 14 Page 15 Page 1 UJ Cir- o LU 5. Rain Bird -C -PIIS valves will be set per manufacturers specification so 3.08 CLEAN-UP that each lateral operates at design pressure. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be B. Testing of Irrigation System: removed from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition. t® I. The Contractor shall request the presence of the City of Rancho Cucamonga in writing at least 48 hours in advance of testing. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCELD o . Test all pressure lines under hydrostatic pressure of 150 pounds per square A. The Contractor shall operate each system in its entirety for the City of Rancho p Y p p p q inch and prove watertight. Cucamonga at time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City o Note: Testing of pressure slain lines shall occur prior Rancho Cucamonga. to i stallatio of the electric control valves. B. The Contractors all show evidence to the City of Rancho Cucamonga that the City has received all accessories, charts, record drawings, and equipment as required before ULJ . All piping under paved areas shall be tested under hydrostatic pressure of 150 final site observation can occur. pounds per square inch and proven watertight prior to paving. 3.10 SITE OBSERVATION SCHEDULE UJ UJ 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in a vance for the following observation meetings,according tot e time indicated: 5. All hydrostatic tests shall be made only in the presence of the General 23, Contractor and the City of Rancho Cucamonga. No pie shall be backfilled I. Pre-Job Conference- 7 days until it has been observed, tested, and approved in writing. 2. Pressure supply line installation- 24 hours 6. Furnish necessary force pump and all other test equipment. 3. Lateral line andsprinkler installation- 24 hours 7. When the irrigation system is completed, perform a coverage test in the presence of the City of Rancho Cucamonga to de eri ine if the water coverage 4. Automatic controller installation- 24 hours UJ for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations 5. Control wire installation- 24 hours from the Drawings,or where the system has been willfullyinstalled as indicated DESCRIPTION OF REVISIONT CITY on the Drawings when it is obviously inadequate, without bringing this to the 6. Pressure supply line and lateral line testing- 48 hours APPROVED: attention of the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is planted. 7. Coverage test - 48 hours CITY OF RANCHO CUCAMONGA . Upon completion of each phase of work, the entire system shall be tested and 8. Final observation - 7 days )SCA LANDSCAPE ARCHITECTURAL PLANS adjusted to meet site requirements, EQ -9 B. When observations have been conducted other than the City of Rancho Cucamonga, c`�O P ��X01 - AR TION (cont'd) 3.07 MAINTENANCE show evidence in writing of when and by who these observations were made. �� SPECIFICATIONS - IRRIGA .J TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) A. The entire irrigation system shall be under full automatic operation for a period of C. No site observations will commence without "As-Built" record drawigs. The �® T 11SUBTT 17651 and ROW2010-00628 seven(7) days prior to any planting. contractor shall not call for a site visit without "As-Built" record drawings, without ( N ) completing previously noted corrections, or without preparing the system for said 9,r (DATE) o ° APPROVED BY0 B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation visit. CA�� DATE. CITY ENGINEERRCE No 53672 period. DESIGN RECOMMEND CITY OF RANCHO CUCAMONGA PREPARED FOR: K. HOVNANIAN HOMES CITY ROBERT MITCHELL=LI&ASSOCIATES S 1,500 S. Haven Avenue, Suite 100 DRAWN LAND So LUTION S SHEET Page 17 Page 18 CA 91761 22982r�1�1�ria ROAD LAKE FOREST,CA. 926309 �)4�) 81-21'1? FAX(949)581-5809 L-12 OF 17 Rhone. (909) 937-3270n"`''`"ndsolti tions.cani DRAWIN N N�. ® RLA N4 1.415 RWM DAT 3/2/ly JOB NO 1090 LMD 2219-L OJ CT SHEET NO. 36 F F:\Jobs 1 0\1 090\LMD\SPEC 1090LMD sht 1 -5 v.3.dwg, 3/8/11 10:1 8:09 AM, bobmc, 1 :1 . ,'t and Ground Cover 12 days construction of the project. Temporary services shall be coordinated with the City Bedding Plant 120 days PLANTING SPECIFICATIONS other contractors on the job site. Lawn(sod) 120 days CONCRETE SPECIFICATIONS T l - GENERAL D, Survey, Reference Points, and Elevations: The Contractor is responsible file for La (seed) 120 days froze first mowing PART 1 GENERAL establishing all surveys,reference paints and elevations required by him,and shown an Guarantees begin after the project acceptance by City and at the end of the 180-day 1.01 Scope of or : plans for proper execution of site construction. maintenance period. Landscape Contractor shall replace and plant all materials which. 1.01escri tion p have died within the time span Mated above at no cost and with` 5 days from labor and equipment incidental to and necessary far j p Contractor shall. provide all. materials, E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours receiving written notice from the Landscape Architect or City. If dead material is not For concrete information refer to the Standard Specifications for Public arks Constructionrequired by hi for the construction of the project. All temporary traffic barriers and 201 303 completing all wank, as °indicated on the draw' gs, as reasonably implied, or as delineated in Cit are lace dead material with new Rancho Cucamonga). afar to Sections 4, , replaced and planted within the day period, y y p (Green Book: Edition per the City o . the Specifications as follows. an 400, as well as any other sections related to the installation, per and post installation of p detours shall conform to all conditions required by the City or governing authorities. oral°fiat and charge the Landscape Contractor for all expenses incurred. concrete work, materials, labor, and clean-up. The Standard Specifications for Public Warks 1.02 Standards: 1.05 Defective and Unauthorized ark: B. Construction Materials: The contractor shall guarantee all workmanship and materials UJ Construction is availa.blra : ars and deficient ii, far all site development, for a period of one year fro date of final acceptance o f 0 UJ .All work and materials shall comply with gone g cedes, safety orders, standards, All work which is determined by inspection to be defective in its construction ox in News eat rile a re uireinets of the Standard Specifications Far Public project. I url g re lations, and q an of the re uire ets of the plans and speciiieations, shall be remedied or removed, and 3055 Overland Avenue arks Construction (Green Book) latest edition. Y replaced y the Contractor at his own expense in a manner acceptable to the Landscape 1.08 Material and Lobar Releases: UJ Las Angeles,CA 90034Architect and City. (310) 202-7775 1.03 Quality Assurance: Upon on coipletiair of the work, the Contractor shall present to the City, signed copies of all 1.02 Scope A. All Contractors performing Site Development work, must be licensed in accordance 1.06 Inspections: labor and materials releases for all work performed der Site Development. or as specified, with the laws of the State of California. The Contractor shall arrange lar• inspections by notifying the Landscape Architect, City and '� 11 concrete work complete as indicated on the drawings p , 1.09 Disposal and Clean-up: Furnish and install a p Est of governing authorities, 2 lzoaz•s prior to time of inspection, unless of et fisc noted. including, t not limited to the following; B. Contractor shall provide the Landscape chitect and the City with a Inspections shall be as listed below, but not necessarily ° this order. my firinspection e ave all waste ateerials (including excavated material classified as unacceptable soil Subcontractors and Material Suppliers expected to be employed during the course of pertaining to the project scope of work will apply: material}, trash and. debris generated or encountered during the course of landscape A. Furnish and set all reinforcing steel,halts, and anchors. construction. construction, and legally dispose of it. During the course of the work, remove surplus te. Damage ou rading. materials from the site and leave premises i a neat and clean condition. Clean up and remove B. Install all items required by other trades which are to be cast into cancra C. Contractor shall obtain and keep in force Public Liability and Propertyrain Lines and Catch Basins. Haunt of all remaining debris ands las materials upon comi of work, leaving the premises neat. T benches etc. where Insurance, during entire course of the Construction Contract. The ai Irrigations (mainline pressure, coverage systemoperations test}. and clean. The site shall be cleaned upon the request of the inspector. C. Concrete snow strips, footings for walls, fencing, posts, insurance shall be determined by City. Sail Preparation and Finish Grading.. UJ applicable. shall Heti the Landscape Plant Material(delivery c&.placement). PART 2 - EXECUTION 0- D. Prior to start of site development work, the Contractor fY Substantial Completion Inspection (at completion of landscapeimprovements) - 7 1.03 Protection Architect and City to give starting and completion dates. Contractor sa11 also supply 'a e Architect and Crit with the name and telephone number of the person aye. 2.01 Protection: a s. the Landscape Y Final Inspection(after maintenance period) - 7 days. - 3 Deep all plant material delivered to site in a healthy condition far planting. lents shall not eCL All finished concrete work shall be barricaded to pedestrian traffic farthree ( ) Y in charge of the work. famish, lace allowed to dry out. are root stack shall be separated and heeled in, ' most earth or other Barricade shall be placed ' ediately after concrete finishing. Contractor shall fu , p The contractor shall arrange a reconst coon j ob conference with. the Landscape Architect suitable material until planting. ailed and burlapped lents shall have root ball covered with UJ 0 and remove all of his o barricades. Contractor shall be responsible for any damage to new 1.04Responsibilitiesan Coordination: construction and replacement or repair of the work shall be made without added cast to theand City a inimu of seven(7) days prior to the begi legwork. gist sawdust, wood chips or other suitable material until planting. City. A. Permits: The Contractor shall obtain and pay for all permits, and inspections required LU by governing authorities far the work to be performed. 1.07 Guaranties: 2.02 Installation: 1.04 Clean-u A. Plant Materials: All trees, shrubs, ground cover; bedding plants a lawn shall be s Detailed layout of plants within the planting areas shall be performedby Contractor a nd LU Contractor shall Existing Conditions: e Contractor shall verify all conditions and dimensions shownguaranteed from date of final acceptance of landscape construction for aria approved by the Landscape Architect and City prior to planting. Upon completion of all concrete walk and before final acceptance, the Con LU 0 remove all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be a the plans at the site prior to commencement of any wank under this contract. The follows: Contractor shall verify the location and depth of all underground utilities prior to start left i a clean,neat condition acceptable to the City. Cr of work, 1 year Sail excavated from planting hales shall be amended to backfill around trees and shru s using Trees 2 "box larger Y the followingmixture: carred far all Trees 15 gal. & smaller 1 year C. Temporary Utilities: The Contractor shall apply for and pay all cost Shrubs All sizes 120 days temporary utilities such as water, electrical power and gas as required by him for the CL UJ Page 22 Page 21 Page 20 UJ Page 19 UJ CL 3.04 Soil Preparation: Native, On-Site Soil with rack no greater than.3" in diameter Gro Power Plus, 5-3-1 15 lbs/cy All work on irrigation system shall be complete and inspected for reeaminened approval and., Iron Sulfate 2 lbs/cy fine grading completed,prior to ratotillin and prior to soil a end ant work. purposes only, i urith Agronomic Soils Test.) ed prepare all lawn and planting areas by tilling or LD (Ta be used for bidding plr Yp verY f After rough grades have been established, p p i ing to a depth of 12". .All rock and debris more than 2" in diameter shall be removed cross r -� After backfilling, construct a 3" earthen berm to ori watering basin around each plant, to pp from the site, except for areas that are to be sodded, in which all rock and debris more than allow thorough water-in and establishment. I" in diameter shall be removed. LU r from around trees anddepthof 6'°. Water Prior to installation oft f and ground cover, remove water basins fr , p Apply s read and rototil in all sail amendments as recommended to a shrubs. Berms i turf areas to be removed prior to City acceptance. area thoroughly after rototilling is complete. Incorporate evenly into the tap 4" to 6" the LU PART 3 - SOIL PREPARATION A FINISH GRADING following for each 1,000 square feet o planting area: 00 4 cubicY ards of nitrolized Redwood or Fir shaving or equal. cr- UJ UJ W UJ 3.01 Scope ofWork: 200 lbs.of Ciro-Power or approved equal. perform all work necessary for and incidental only and should be used only for bidding A. Provide all materials and equipment, an p The above soil conditioning are minimal qualities y to the soil preparation and ish grading of all planting and lawn areas as shown o plans, s reasonably implied,or as delineated in the specifications. purpose, because sail conditions may change drastically fra the t` e these specifications were developed to the time the actual soil conditioning take place. Therefore, the Contractor aired. shall obtain his own soils analysis at rate o one per every 25,000 square feet of planted area. Furnishing,placement and grading, of topsoil far bacfillingof planters ifreq B. ry UJ T ase soil tests shall be conducted by an approved A ono c sails testing labarato approve y the project Landscape Architect and City. Copies of the sail test to be provided C. Cleaning and finish grading of planters areas and planting areas. during the re-construction job conference. UJ 3.02 Topsoil: 3.05 Finish Grading: A. Existing on-site soils listed as 'acceptable'under'Site Grading, specification. After rototilling operations are complete, grade areas to establish finish grades for plantzg. all be All ow lines shall bemaintained and proper tolerances shall be et after settlement at the end CITY Topsoil imported to site for use as fill, backfill ' planters and mounding, shy of the project maintenance period. DESCRI I REVISION T e no greater than 15/a by 1 APPROVED; sandy textured. Silt plus clay content of this soil shall b g weight. The boron content of this soil shall be no greater than 1 part per million as shall not Finish grading shall leave surface of the ground. uniformly smooth and free of abrupt grade measured on the saturation extract. The sodium absorption ratio (SAR-) change. CITY OF RANCHO CUCAMONGA exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imparted soil shall be submitted to an agronomic soils testing y e 3 06 Coordination: LANDSCAPE ARCHITECTURAL PLANS SCAp� b th 'act Landscape Architect for analysis prior to use. �,,. laboratory, approved p roJ r approval. Sail test to include analysis and e installation of the irrigation system ��p ��,cTHE�.t �,c�p�'y `E 8t PLANTING Result of testing to be delivered to City fo pp Weed abatement work shall be coordinated with thSPECIFICATIONS - CONCRE I and sail amendment work, and planting. (See Wee Abatement section). recommendations. rototr111g S a c o , TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) 3.03 Soil Amendments: PA T 4 - TREES AND SHRUBS shall be as specified in the Agrono c Suitability/Fertility soils report All sail amendments p 4.01 Scope of Work: ��' p (®CTS) DATE:� APPROVED BY RCE No 53672 famished by the Contractor F CA� CITY ENGINEER- rovie all material, equipment, and labor necessary to install all trees andshrubs as shown on RECOMME ED implied and as delineated in the specifications. DESIGN RWM plans, as reasonably ROBERT M1 l"CT-11 J,L&ASSOCIATES PREPARED FOR: K. HOVNANIAN HOMES DRAWNL r1 N D S U Iv 9.1 'I' 3 C> N S • H 1500 S. Haven ? Suite 100 2X)82 EI'T ORO ROAD LAKY",FORY 5T",(_ . 92630 Ontario, �� l �1 17 12�' (949)581-2112 FAX(949)581-5809 I:a-1 F Page 2 n-iielaz-idsah1415 rtiozss.coliI DRAWING NO. Page 23 Phone: (909) 937-3270 CHECKED RLA NC} g 3/2111 JOB NO 109Q�� 2219-L FAX: DATE PJ CT SHEET NO. 37 OF 41, F:1Jobs 1 0\1 090\LMD\SPEC 1 090LMD sht 1 -5 v.3.dwg, 3/8/11 10:18:20 AM, bobmc, 1 :1 4.04 Trees Stakes: after r rade is established. Watering shall be immediately after mulching. (Grading shall 6.06 Selective Herbicides: 4.02 Products accommodate themulch) Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the form the "`Standar Plant Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further Pest Control Advisor) A. Nomenclature - Plant names indicated a the drawings con 5.07 Protection: Names" established by the American Joint Committee on Horticulture. Except for information. the nurse is followed. 6.07 Weed Eradication: names covered therein, the established costo of nursery Erect to parary fencing or barriers to resect planted areas from damage prior to final PART 5 - GROUND COVER AN BEDDING PLANTS acceptance.B. Condition- Plants shall be symmetrical,typical for variety and species, sound, healthy, If in the opinion of the Pest Central Adviser, perennial grasses and wee s existing in the o 5.41. Scopef Work-, planting areas will require control prior to removal, spray these areas per Pest Centro vigorous, free from plant disease, ` sect pests, or their eggs, and shall have healthy, 5.01PART 6 - E ABATEMENT ATE Advisor's recommendations. normal root systems, well-fill` gtheir container, buy not to the point of being root UJ CL bound, Plants shall not be Tuned at anytime,and in no case shall trees be topped. Provide all materials and. equipment and perform all work necessary for and incidents to p 6.01 Scope of ark: installinga.11 ream cover and bedding plants, as she on lens, as reasonably implied, or p A. Prier to the installation of the irrigation cysts remove a clear all weeds and g a recognized nurser in accordance with geed delineated in the specifications. deleterious materials from planting areas. UJ C. Trees ands shrubs shall be growing at g Y Provide all material, equipment, and labor necessary to perform all work as indicated o plans, LIJ horticulture practices and shall be of the size and caliper normally associated with the as reasonably implied,and as delineated i the specifications. 5.02 Bedding Plants: Allow herbicide to kill all weeds. eke or hoe off all dead weeds to a depth of 1"" - 2"" M container size specified on plans. Removal of all tags, labels, nursery stakes and ties g or below the surface of the soil. Physicallyrs ove all weeds from the site. from all plant material prohibited until the approval of the Landscape Architect6.0_ Quality Assurance. Perennials and Annuals: Provide healthy container grown plants from recognized nursery, ED City. and of the species and variety shown on plans. PA T 7 - LAN LANDSCAPE MAINTENANCE A. The Applicator o all weed control materials shall be licensed by the State of California D. All plant material delivered to the site showing signs of damage or disease or is as a Pest Control Operator and a Pest Control. Advisor iia addition to any ° � is will not accepted and.will. 5.43 Ground Cover: subcontractor licenses that are required. 7.01 Scope of ork: LIJ insufficient in size to a. out the intent of the planting la p be replaced at Contractor's expense. All materials and i�aetllas must conform to Federal, State, and Local Regulations. F Ground Cover; Provide ground cover of tlis species shown azo plans, round cover shall be Provide all materials, /shat and equipment necessary far, or cidetal a, perform."� g a ll E. Sizes of Plants - hall be as stated on the Plan. Container stock. (1-gallon, -gallon, established and well rooted in flats or similar containers. maintenance requirements as reasonably implied or as delineated in the specifications T e 1 ear, but not 6.03 Submittal: far at least a including,but not limited to the following: and 15-gallan) shall have been grown m containers ( ) Y over o (2) years. 5.04 Mulch: Prior to the installation of any weed control materials,the Landscape Contractor shall submit Maintain all plants and planted areas. wood chi fiber, o the Landscape Architect/City a list of the weed control materials and quantities per acre Keep planted areas free of weeds and debris. Substitutions - Substitutions far indicated lent material will be permitted provided flee Mulch: Shall e of compacted w p F. Substit p UJ intended for use i controlling the weed types prevalent and expected on the site, as supplied p P - j advance b the City, and are made at no additional b the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor Prune trees ands obs. substitute materials are approved in y variations all substitute lent aterials shall 5.05 Coordination: Fertilized all plants and planta areas. cast to the City. Except for authorize p and Landscape Architect and City data to demonstrate the compatibility of the weed control Y 1 LU ire e is of thesespecifications. aterials and methods with the intended planting and seed varieties present, Irrigation. conform to the requirements CL A. o not have plants delivered to the job site until site conditions are ready far planting. Insecticide spraying. ® to be removed from site immediately If planting is delayed, keep plant roots moist and place a sheltered location G. Plants Not Approved Plants not approved are 6.04 Responsibility Coordination: the richt to re'act entire lots of protects from the sun, win a other damaging elements. 7.02 Fertilizers: and replaced with suitable plants. The City reservesg .1 plants represented y defected samples. cr- A. Landscape Contractor is responsible for the erection of all signs and barriers required CL B. Soil preparation and e gradings all be completed and trees and shrubs installed p areas and to motif the public A. Commercial fertilizeis with an an of 5-3-1-Gro-Power Plus, and 12- -8 Gro® and round cover lantin to prevent intrusion into the treated Y PLU 0 CL Stake all trees, as per details ii ediatelyafter planting to prevent wind damage. prior to bedding plantsg planting. Power Controlled Release Nitrogen, as designated herein, or approved substitute as affect the landscape /anti or dressed ge °nation. required by the Agronomic sails report. Available from Ciro Power (909 393-3744. 5.06 Installation: B. No material or methods shall offs p p Y 1. Plant trees that are to be located in lawn or ground cover areas after finish grades are Na material or meshed shall render the j a sits unusable far more than 1 days from a B. Ammonium Sulfate: granular far containing not less than 1% nitrogen and 24% first established and allow at least 7 calendar days prior to installation of said lawns or date of application, UJ 0 ground cover to provide for thorough watering of trees. All planting holes shall be Plant ground cover a bedding plants in asst sail and. space as indicated o plans. sulfur and shall be registered as an agricultural .finer, with the State apart ant of ._. Agriculture in compliance with Article ® '"Pert' °zer Materials," Section 1030 ofthe 0 Cr excavated as defined on appropriate details. 6.05 Non-Selective Herbicides:Each plant shall e planta with its proportionate amount of soil so as to minimize izs coat Agricultural Code. M 00 disturbance. Soil moisture shall be such that soil does not crumble when removing plants on-selective contact herbicide and/or non-selective systemic herbicides(as recommended by 4.03 Soil Amendments: from container. 7.43 Genera the est Control Advisor) Soil amendments shall be as reco insned in the Agronomic sails report sgrads lamer areas after planting, to resters smooth finish grade and to ' sure proper Maintenance shall start i ediatelyafter landscape irrigation and planting. M UL surface drainage. A 4" layer of mulch material shall be spread over the entire planter area Page 2 Page 27 UJ PPage'�6 Page 25 LU UJ CL ct) 0- plantings are not acceptable at the end of the 180 day period, due to defective ted areas an a continuous basis as they are installed during flee maintenance, then continue establis ens til all work eets with ties Specifications Maintain all plants and plan LU regress of the work, and cantinas to maintain thein until final acceptance of total project. and can be approved. Replace any dead or dying plants as directed by the Landscape Architect and Cityhealthy, B. At termination of establishment period all plant material shall be live, representative, a aged, and fres of infestation. Inferior plantings shall be replaced and brought LD ons stens an an established program to maintain all plants to a satisfactory condition before final acceptance of work will be made, A11 areas A. Irrigation: Operate irrigate y P and planted areas in a healthy condition. Irrigation system run-off shall be kept to a shall be neatly raked and free of weeds. minimum.um. amage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to 0 LU the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other thanemergency repairs shall be accomplished without written permission from the City. 00 B. Weed Control: Kee all planted areas free of weeds and debris by cultivating areas at LU LU intervals not to exceed 10 calendar days. CC UJ The Contractor may elect to remove such concentrations of weeds manually or by a approved herbicide program. C. PestControl: Spray all lats and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start UJ of maintenance program and continue to prune plants as directed or as may became necessary until the end of the maintenance program. as DESCRIPTION II T l TY Remove trash weekly. Edge ground cover to keep in bounds and trine top growth V necessary to achieve and overall even appearance. Exterminate gophers andmoles; repair damage. CITY OF RANCHO CUCAMONGA PART S - ACCEPTANCE OF PROJECT SCAP�, LANDSCAPE ARCHITECTURAL PLANS 'I) V HEQ ANTING (cont'd) 8.01 General: .11� SPECIFICAmImIONS - PL 44 � a i4 Upon cainpletian of installation, a maintenance period of iinum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. e Commencement date for the ` ` TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) q p installation b G�T R maintenance period shall commence upon written approval for all phases of planting s y T rlf lent characteristics the Ci Public arks Inspector. Maintenance period shall be adequate to v s y D � �� (DATE) Q� DATE: APPROVED BY 0 and establishment. CITY ENGINEER RCE No 53672 A, Two inspections shall be made that affect the establishment period: The first after all DESIGNC plantings have been completely installed in order to approve the beginning of the establishment CiTY OF RANCHO CUCAMONGAperiod, and the second at the end of the establishment period. RWM ROBERTMITCHELL LL&ASSOCIATES PREPARED ® K. L. A N L7 5 (:) I t.S 'S" t 0 N S SHEET 00 0 9Suite AWN 22982 F1'I"(:9RC)RCaA1:) LAKE,FC912135`I",CA. 93630 • RWM949)581-21.12 1;AX(949)581-58019 -1 7 OntarioCA 91761 Page 2� Phone: (909) 937-3270�32937-3270 CHECKED t„��1�na�alutiatas.cc�i�x Page 30 DRAWING NO. RLA NO 1415 FAX-0 (909) 390-5686 RWN[ GATE 3/2/11 JOB NO 1090 LNID 2219-L PROJECT SHEET38 OF 41 F:\Jobs 10\1090\LMD\SOIL mgmt 1090LMD sht 1 v.3.dwg, 3/8/11 10:18:28 AM, bobmc, 1 :1 SOIL MANAGEMENT PLAN Z�NO Uj Uj LU Uj U_j co Uj Uj Uj LD CL Uj LU rS Uj ca 2-7 Uj Uj Uj 00 Uj cn Uj DESCRIPTION f lON DATE CITY 1APPROVED: PER THE CITY OF RANCHO CUCAMONGA GENERAL NOTES ON SHEET L-1, NO. 6: "AT THE CONCLUSION I , AN AGRONOMICI I SHED CITY OF RANCHO CUCAMONGA TO THE CITY INSPECTOR, AND ALLI I LL IP SUPERSEDE I f THE PLANS. \1 SCAP�, LANDSCAPE ARCHITECTURAL PLANS G OF THE SITE HAS BEEN CONCLUDED, AN HEQ THEREFORE, T I OJ ALLSOIL MANAGEMENT PLAN Lw -A AGRONOMICSOILS ILL BE INCLUDED ON THIS . ALL RECOMMENDATIONS IN THE REPORT SHALL ---i TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) SUPERCEDE THE SOILS I THE PLANS. ° URI and ROW2010-00628 `yT (DATE) APPROVED_ s 3,4�jl� 'CC _ . OF, C ALCITY ENGINEER RCE No 53672 � w RECOMM DE CITY OF RANCHO CUCAMONGA DESIGN 7^9 10�rA �0 . K. HOv1`�TANIA N GLOME RWM ROBERT M T Cl Al'L ,&ASSOCIATES PREPARED LAND S0LUT10N5 sHEE A_ .L� 1500 S. Haven Avenue, Suite 100 DRAWN 23982 EITORO ROAD 1 Ai;E,FOREST,C.A. 92630 CA 91761 RWM• (949)581-2112 FAX(949)581-5809 F 17 Ontario, Phone- (909) ® C L 1415 DRAWING NO. . FAX: (909) 390-5686DATE 3/2J11 JO 1090 LMD 2219-L PROJECT SHEET NO. F 41 F:\Jobs 10\1090\LMD\WATR mgmt 1090LMD sht 1 v.6.dwg, 9/14/11 4:49:02 PM, bobmc, 1 :1 IRRIGATION SCHEDULES CITY OF RANCHO CUCAMONGA Controller Identification: Controller A - (IRRG schedule 1090LMD v.4.ic3 - 8/3/11 ) WATER MANAGEMENT PLAN WATER EFFICIENT LANDSCAPE ORDINANCE Program: A PROJECT:RANCHO 63 LLMD Description or Location: SPRAY HEADS in parkway A. 1. INTRODUCTION 3. WATER CONSERVATION METHODS IRRIGATION WATER USE CALCULATIONS PROJECT NO.: 1090 LMD Precipitation Rate: 4.32 DATE: 813111 --------------------------------JAN FEB MAR APR MAY JUN JUL AUG SEP OCT Nov DEC . _ THIS PROJECT ENCOMPASSES IRRIGATION FOR LANDSCAPE THE PRIMARY METHOD OF WATER CONSERVATION IS THE --------------------- ----------------- TRACT 17651 LLMDLANDSCAPE AREAS Cycles Per Day: 1 1 1 1 1 1 1 1 1 1 1 1 IMPROVEMENTS WITHIN THE RIGHT-OF-WAY ON THE SOUTH SIDE OF UTILIZATION OF A CALSENSE CENTRAL SATELLITE CONTROLLER Days Per week to Irrigate: 1 1 1 1 1 1 1 1 1 1 1 1 BANYAN STREET, BETWEEN GOLDEN LOCK PLACE AND RAINDROP FOR AUTOMATIC OPERATION OF THE IRRIGATION SYSTEM. THIS Plant Factors Minutes Per Cycle (mm:ss) : PLACE, WITHIN RANCHO CUCAMONGA LANDSCAPE MAINTENANCE ALLOWS THE CONTROLLER PROGRAMMING TO BE ALTERED COOL SEASON GRASS 0.8 A-1 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 DISTRICT NO. 7. REMOTELY BY RADIO, AS NEEDED, FROM THE CITY'S CENTRAL WARM SEASON GRASS 0.6 A-2 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 'HIGH"TREES,SHRUBS,&GC 08 A-3 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 IRRIGATION COMPUTER, WHICH HAS THE CAPABILITY OF ACCESS a A-4 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 2. SITE CONDITIONS TO REAL-TIME AND/OR HISTORIC WEATHER DATA. o "MEDIUM"TREES,SHRUBS,&GC 0.5 A-5 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 I j "LOW"TREES,SHRUBS,&GC 0.2 A-6 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 w A-7 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 THE SITE IS PRESENTLY UNDEVELOPED NATURAL LAND. • THE IRRIGATION SYSTEM ALSO UTILIZES A FLOW SENSOR WHICH, o Irrigation Efficiency E7_1.0_1% IN CONJUNCTION WITH THE MASTER VALVE, CAN TURN OFF THE Zw Reference Evapotranspiration Rate 1EE1Program: B B. IMPLEMENTATION RESPONSIBLE PARTIES SYSTEM IF ABNORMAL FLOWS ARE DETECTED. ¢ o Description or Location: SPRAY HEADS at entries w FROM"C.I.M.I.S"DATA FOR Precipitation Rate: 1 .87 CIMISSTATION#78-POMONA JAN FEB MAR APR MAY JUN JUL AUG SEP OCT Nov DEC 1. FROM INSTALLATION UNTIL ACCEPTANCE BY THE CITY • SPRINKLER HEADS HAVE PRESSURE-REGULATING BODIES AND z w FLOOD BUBBLERS ARE PRESSURE-COMPENSATING, TO PROVIDE Z 1. Maximum Applied Water Allowance(MAWA) 1, Maximum Applied Water Allowance(MAWA) Cycles Per Day: 1 1 1 1 1 1 1 1 1 1 1 1 K. HOVNANIAN HOMES A HIGH LEVEL OF UNIFORM COVERAGE AND TO PREVENT LOSS ETo (inches lyear) 47.51 IN.IYR. Days Per week to Irrigate: 1 1 1 1 1 1 1 1 1 1 1 1 2525 CAMPUS DRIVE OF WATER THROUGH MISTING BY OVER-PRESSURIZATION. � U_ x 0.7 x 0.7 Minutes Per Cycle (mm:ss) : A-8 7:33 9:52 14:47 20:35 21 :56 13:09 14: 17 14:01 21 :16 15:16 10:18 7:30 IRVINE, CA 92612 I- zo x LANDSCAPE AREA (square feet) x 6,024 S.F. U - x 0.62 x 0.62 A-16 8:47 11 :28 17:12 23:56 25:31 15:17 16:36 16:18 24:44 17:45 11 :58 8:43 (949) 222-7700 • SPRINKLER HEADS AND FLOOD BUBBLERS HAVE INTEGRAL GALLONS PER YEAR 124,211 GAL./YR. CHECK VALVES, AND TREE SUMP BUBBLERS HAVE ANTI-DRAIN Vj Of Program: C 2. AFTER ACCEPTANCE BY THE CITY VALVES INSTALLED, TO PREVENT ANY DRAINAGE FROM LOW (HCF PER YEAR) 166 (HCF/YR.) Description or Location: BUBBLERS along walls HEADS. w 2. Estimated Total Water Use(ETWU) 2. [j]COOL SEASON GRASS Precipitation Rate: 2.41 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC CITY OF RANCHO CUCAMONGA LANDSCAPE MAINTENANCE DISTRICT = a ETo (inches year) 47.51 IN. _________________________________________________________________________________________________________________ NO. 7 • SEPARATE CIRCUITS OF UNDERGROUND TREE BUBBLERS ALLOW M x 0.62 x 0.62 Cycles Per Day: 1 1 1 1 1 1 1 1 1 1 1 1 "MODERATE" WATER-USE STREET TREES TO BE PROPERLY w r x PLANT FACTOR x 0.8 Days Per week to Irrigate: 1 1 1 1 1 1 1 1 1 1 1 1 C. ANTICIPATED WATER REQUIREMENTS IRRIGATED WITHOUT OVER-WATERING THE "LOW" WATER-USE °- x HYDROZONE AREA (square feet) x E0S.F. Minutes Per Cycle (mm:ss) : Q A-9 1 :42 2: 13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 SHRUBS THEY ARE PLANTED IN. � / IRRIGATION EFFICIENCY / 0.71 p O GALLONS PER YEAR 0 GAL. YR. A-10 1 :42 2: 13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 BASED ON AN AVERAGE ETo OF 47.51 PER YEAR, THE ESTIMATED z (H.C.F.PER YEAR) 0 (HCF/YR.) A-11 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 TOTAL WATER USE (ETWU) FOR THIS PROJECT IS 51,204 GALLONS PER 4. PRECIPITATION RATES A-12 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 YEAR. THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA) FOR THIS w o WARM SEASON GRASS A-13 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 A-14 1 :42 2:13 3: 19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 PROJECT IS 118,149 GALLONS PER YEAR. REFER TO DETAILED THE PRECIPITATION RATE FOR ZONES A-1 THRU A-7 IS 4.32" / HR. CL H 47.51 IN./YR. A-15 1 :42 2:13 3: 19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 CALCULATIONS ON THIS SHEET. THE PRECIPITATION RATE FOR ZONES A-8 & A-16 IS 1.87" / HR. I x oTHE PRECIPITATION RATE FOR ZONES A-9 THRU A-15 IS 2.41" / HR. w 0 .6 o x o.s Program: D D. 1. WATER DELIVERY SYSTEM THE PRECIPITATION RATE FOR ZONES A-17 & A-18 IS 3.44" / HR. x 0 S.F. Description or Location: TREE BUBBLERS in sumps w U I 0.71 Precipitation Rate: 3.44 0 W 0 GAL. YR. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC THIS IRRIGATION SYSTEM WILL BE SUPPLIED WITH RECYCLED WATER E. SEASONAL IRRIGATION WATER SCHEDULES 0 (HCFIYR.) _________________________________________________________________________________________________________________ BY THE CUCAMONGA VALLEY WATER DISTRICT. m z Cycles Per Day: 1 1 1 1 1 1 1 1 1 1 1 1 = OU Days Per week to Irrigate: 1 1 1 1 1 1 1 1 1 1 1 1 REFER TO DETAILED IRRIGATION SCHEDULES FOR EACH IRRIGATION ^HIGH-TREES,SHRUBS,&GROUNDCOVER 2. TYPE OF IRRIGATION SYSTEM ZONE PER MONTH ON THIS SHEET. Minutes Per Cycle (mm:ss) : m � 47.51 IN./YR. A-17 3:46 4:55 7:22 10:16 10:56 13:07 14:15 13:59 10:36 7:37 5:08 3:44 z0 Z x 0.62 A-18 3:46 4:55 7:22 10:16 10:56 13:07 14:15 13:59 10:36 7:37 5:08 3:44 THE CONVENTIONAL UNDERGROUND IRRIGATION SYSTEM UTILIZES F. IRRIGATION SYSTEM MAINTENANCE P g x 0 S.F. OVERHEAD SPRAY HEADS TO WATER SHRUBS AND GROUNDCOVER IN = W / 0.71 TOTAL MAXIMUM RUN TIME PER STATION IN MINUTES AND SECONDS (per Irrigation Day) THE PARKWAY AREAS BETWEEN THE CURBS ON BANYAN STREET AND REFER TO IRRIGATION MAINTENANCE SCHEDULE BELOW ON THIS � LU 0 GAL. YR. THE COMMUNITY TRAIL; FLOOD BUBBLER HEADS TO WATER SHRUBS, SHEET. z 0 (HCFIYR.) JAN FEB MAR APR MAY JUN JUL AUG SEP OCT Nov DECVINES, AND GROUNCOVER IN THE NARROW AREAS BETWEEN THE Cn -- --- - -- - -- - -- - -- - - - - - - - - - - - - - -- - -- - -- - -- - - - - -- --- - -- - --- -- -- - -- - -- - -- --- -- - ------ --- --- --- --- ----- ---- ------- =) COMMUNITY TRAIL AND THE PERIMETER WALLS; AND BUBBLER HEADS F4 "MEDIUM-TREES,SHRUBS,&GROUNDCOVER Prog ram:A Ow ~O A-1 : 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 IN UNDERGROUND SUMPS TO WATER TREES. o Z 47.51 IN.IYR. A-2: 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 > J x 0.62 A-3: 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 0 _ x 0.5 A-4: 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 a U) x 766 S.F. A-5: 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 Q 0� I 0.71 A-6: 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 I- O8 15,890 GAL./YR. A-7: 1 :31 1 :59 2:59 4:09 4:25 5:18 5:45 5:39 4:17 3:04 2:04 1 :31 Z U 21 (HCF/YR.) - -- - - - - - - - -- - --- -- - - - - -- - --- -- -- - -- - -- --- --- --- ------ --- --- --- -- - ------------ ------- w 10:38 13:54 20:50 29:01 30:55 37:04 40:15 39:31 29:58 21 :31 14:30 10:34 Q Z O^LOW"TREES,SHRUBS,&GROUNDCOVER Program:B O 47.51 IN./YR. A-8: 7:33 9:52 14:47 20:35 21 :56 13:09 14:17 14:01 21 :16 15:16 10:18 7:30 U Z x 0.62 A-16: 8:47 11 :28 17:12 23:56 25:31 15:17 16:36 16:18 24:44 17:45 11 :58 8:43 � Q x0.2 - - - - -- - -- - -- - -- - - - - -- - -- - -- - -- -- --- --- --- --- --- --- --- --- --- -- - --- --------- --- --- --- - x 5,258 S.F. 16:19 21 :20 31 :59 44:31 47:27 56:53 61 :47 60:39 45:60 33:02 22:16 16:14 RANCHO 63 LLMD z z / 0.71 IRRIGATION MAINTENANCE SCHEDULE LLI 43,628 GAL./YR. Prog ram:C Z Tract 17651 -Rancho Cucamonga,California 58 (HCF I YR.) A-9: 1- 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 O A-10: 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 w � A-11 : 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 AREA JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT Nov DEC p W NO PLANTING(BARK MULCH ONLY) Z A-12: 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 IRRIGATION 5 47.51 IN./YR. A-13: 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 W Backflow Preventer Test w x 0.62 A-14: 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 ate' Schedules Y x 0.0 Update Watering IY w A-15: 1 :42 2:13 3:19 4:37 4:55 5:54 6:24 6:17 4:46 3:25 2:18 1 :41 Controllers Q x 0 S.F. - -- - -- - -- - -- - -- - --- -- - --- -- --- -- - - - - -- --- --- ------ --- --- --- -- - --- --------- - - 0 Reschedule Programs € > >::::>::::>::::>::::>::::::::::::::>::<:::<:; > <>>>>> > >>;;; `' < / 0.71 4 9 cn • 0 33:22 23:58 16:09 11 . 7 XXX 11 :51 15:29 3.12 32:18 34:26 41 :16 44:50 44.0 2 . «€ < Z 0 GAL./YR. X.0�1 V) e closures <«< Q HCF I YR. Pro ram:D Controller En a 0 ) ( 9 o eventer Enclosures Backflow Pr - 0.36 7:37 5:08 3:44 U 3.46 0. 6 0:56 13:07 14:15 13:59 1 . A 17: 4:55 7:22 1 .1 1 - tr in Z - •3 5.08 3:44 Y S a ers z 3.0 4. 5 3:59 10:36 7. 7 A 18: 3:46 4:55 :22 10:16 10:56 1 7 1 .1 1 e e U 7 - w 2. Estimated Total Water Use(ETWU) 59 518 GAL.I YR. - - -- --- --- - Flow Meters Z <:;:::>,::: C7 7:32 9:50 14:45 20:32 21 :53 26:14 28:29 27:58 21 :12 15:14 10:16 7:29 Control Valves Q C� 1. ElectricMaster ValvesMaximum Applied Water Allowance(MAWA): 124,211 GAL.I YR. Z z a Electric Control Valves 166 (HCFIYR.) TOTAL SYSTEM RUN TIME PER MONTH Irrigation Heads w m > ............- Spray Heads&Bubblers Estimated SURPLUS D FICI Water Use: 64,693 xxxonsomQ O J 7 . . January: 3 hr(s) 25 min(s) I Anti-Drain Valves 86 (HCF YR.) February: 4 hr(s) 2 min(S) 12/15/10 CITY March: 6 hr(s) 42 min(s) DESCRIPTION OF REVISION DATE APPROVED: April: 9 hr(s) 2 min(s) May: 9 hr(s) 56 min(s) CITY OF RANCHO CUCAMONGA June: 11 hr(s) 32 min(s) July: 12 hr(s) 57 min(s) August: 12 hr(s) 42 min(s) SCA p September: 9 hr(s) 19 minTHE`` s) �,� F LANDSCAPE ARCHITECTURAL PLANS October: 6 hr(s) 55 min(s) <v November: 4 hr(s) 31 minWATER MANAGEMENT PLANs) �� December: 3 hr(s) 24 min(s) TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) * R * SUBTT 17651 and ROW2010-00628 NOTE: THIS IRRIGATION SCHEDULE IS MEANT TO BE USED AS A GUIDELINE ONLY, AND DOES NOT TAKE THE PLACE OF PROPER, ONGOING SYSTEM MANAGEMENT. DIFFERING SITE AND CLIMATIC CONDITIONS MAY REQUIRE ADJUSTMENTS F OF CAL\F� APPROVED BY : ".w= DATE: NOT REFLECTED IN THIS SCHEDULE CITY ENGINEER � - RCE NO 53672 CITY OF RANCHO CUCAMONGA DESIGN RECOMMENDED PREPARED FOR: K. HO VNAN:IAN HOMES RWM ROBERT MITCHELL&ASSOCIATES flia 2525 Campus Drive DRAWN LAND SO L U T I ON S SHEET 22982 EI TORO ROAD LAKE FOREST,CA. 92630 Irvine, CA 92612 RWM (949)581-2112 FAX(949)581-5809 L-16A OF 17 Phone: (949) 222-7700 rma]andsolatioDsxom FAX: (949) 222-7701 CHECKED RLA NO 1415 DRAWING N0. RWM DATE 3/2/11 JOB NO 1090LMD 2219-L PROJECT SHEET NO. 40 OF 41 F:\Jobs 10\1090\LMD\VEGE mgmt 1090LMD sht 1 v.5.dwg, 9/14/11 4:49:08 PM, bobmc, 1 :1 F ........................................................................... BANYAN STREETf TRACT BOUNDARY �... ILL W __..........____.........._ .......... . __-___----- \ . ... .. ...................................... ..................................................... WNW ... ......................................................................................... ..................................................... .......... 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W2 J p LIMIT OF WORK Z .... ...........- TRACT BOUNDARY BANYAN STREET UjU M (=j Z ....................... . ...............................................................................-.............................................................................................................................................................................................................................................. ....................................... CL ............ _ .. _...................................................................... , : ...: r r' F„ .. / CL . s _.�,�"�"_`�"�:"�".�'�./"�"='•0' / �"�/"�""tl... . _/...'.` its�'E ")•'.,�s r lE�lElttr ,,^'`� lE �'�tt)r` t "�- s',_ / / ..l... or.i i it rr � " O 0 Wr arm, W i ' w w i I I W o cn lkf/ PROPOSED R.O.W. ' U LIMIT OF WORK m z WO = U M 0 L Z coZ O � PLANT LIST VEGETATION MANAGEMENT PLAN HYDROZONE DESIGNATIONS W Cn Z ~ FIRE PROTECTION PLAN ''''"''"» "'> O WUCOLS AREA 4 w TREES: "MODERATE" WATER-USE TREES AND SHRUBS fr- KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REQ. LL_O b PER THE APPROVED FIRE PROTECTION PLAN, THE ENTIRE 0 GE STROEMIAINDICA"MUSKOGEE" LAVENDARCRAPEMYRTLEHYBRID 24"BOX 35'+l-O.C. MOD LLMD-MAINTAINED AREA COMPRISING THIS PROJECT IS DESIGNATED j J LIM LAR o"VEGETA "VEGETATION MANAGEMENT ZONE 4P(PUBLICLY MAINTAINED ¢ 0� LOW WATER-USE SHRUBS, VINES, AND GROUNDCOVER a Cn SHRUBS: of Q KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REQ. WITHIN THIS ZONE TREES SHALL BE INACCORDANCE E W ITH THE SPACING G O � AND SPECIES REGULATIONS OF THE CITY OF RANCHO CUCAMONGA M U ANF ANIGOZANTHUS FLAVIDUS"RED" RED KANAGR00 PAW 5GALLON 3'O.C. LOW ENGINEERING DEPARTMENT. GROUNDCOVERS LESS THAT 4" IN HEIGHT w CCB CORREA'CARMINE BELLS' RED AUSTRALIAN FUCHSIA 5 GALLON 4'O.C. LOW Q 0 cIP CISTUSPURPUREUS ORCHID ROCKROSE 5GALLON 4'o.C. Low ARE UNLIMITED IN DENSITY. SHRUBS AND GROUNDCOVERS EXCEEDING U KNU KNIPHOFIAUVARIA(HYBRIDS) RED-HOT POKER 5GALLON 2'O.C. Low 4" IN HEIGHT SHALL BE LIMITED TO 50% OF THE AVAILABLE PLANTING o O LJT LIGUSTRUMJAPONICUM'TEXANUM' TEXAS PRIVET 15 GALLON 4'O.C. MOD AREA AND SHALL HAVE A MINIMUM 6' VERTICAL CLEARANCE TO THE PEH PENSTEMON HETEROPHYLLUS CALIFORNIA PENSTEMON 5 GALLON 2'O.C. LOW -� TREES CANOPY. PES PENNISETUM SETACEUM"CUPREUM" FOUNTAIN GRASS 5 GALLON T O.C. LOW ¢ Cn U) RIB RHAPHIOLEPISINDICA'BALLERINA' BALLERINA INDIAN HAWTHONR 15 GALLON 31O.C. MODFOR FURTHER INFORMATION, REFER TO RANCHO 63 SUBDIVISION FIRE Z ZO _ RRF ROSA'RED FLOWER CARPET' RED FLOWER CARPET ROSE 5 GALLON 2'O.C. MOD U w PROTECTION PLAN, BANYON STREET, TRACTS 17651 AND 18708, RANCHO VINES&ESPALIERS: CUCAMONGA, CALIFORNIA , PREPARED BY FIREWISE 2000, INC., 26337 SKY o 0 KEY BOTANICAL NAME COMMONNAME SIZE SPACING WATER REQ. DRIVE, ESCONDIDO, CA 92029, PH. (760) 745-3947. o~ Ix ZE5 MUC MACFADYENAUNGUIS-CATI CAT'S CLAW VINE 5GALLON 15,O.C. LOW WILDLIFE-URBAN INTERFACE AREA ,�,_, w ofW GROUND COVER: THE PROPOSED TREES, SHRUBS, VINES, AND GROUNDCOVER ARE NOT NAME COMMON NAME SIZE WATER REQ. LISTED IN THE RANCHO CUCAMONGA FIRE PROTECTION DISTRICT'S C ¢ Z MYOPORUMPARVIFOLIUM PROSTRATE MYOPORUM 1 GALLON 3'o.c. Low WILDLAND URBAN INTERFACE FIRE AREA PROHIBITED PLANTS AND TREES 5' 15' ¢ LIST, DATED JULY 2009. THE PROPOSED STREET TREE IS IN THE CITY'S APPROVED STREET TREES FOR RANCHO CUCAMONGA - HIGH FIRE Z w HAZARD AREA TREES & FIRE SPACING LIST, DATED JANUARY 28, 2010, AND z c� SPACED AS RECOMMENDED THEREIN. 0' 10' 20' 40' Z � w Q O J U DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA �p�40SCApF LANDSCAPE ARCHITECTURAL PLANS �llz� N,\C7HEQ01'5A VEGETATION MANAGEMENT PLAN TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) * sEUR z j* SUBTT 17651 and ROW2010-00628 �Jl R A AA Q- �9TF OF CAL�FO��\ APPROVED BY : DATE: lc0ez& CITY ENGINEER RCE NO 33672 CITY OF RANCHO CUCAMONGA DESIGN RECO M DED PREPARED FOR: K. HO VNANIAN HOMES RAM ROBERT MITCHELL&ASSOCIATES 2525 Campus Drive DRAWN L A N D S 0 L U T = 0 N S SHEET 22982 El TORO ROAD LAKE FOREST,CA. 92630 Irvine, CA 92612 RWM (949) 2227700 (949)581-2112 FAX(949)581-5809 L-17A OF 17 - Phone: rmaldsolutions.com FAX: (949) 222-7701 CHECKED anRLA NO 1415 DRAWING N0. DATE 3/2/11 JOB NO 1090 LMD 2219-L PROJECT SHEET NO. 41 OF 41 ......._._......._....................---..............._..---- .........................._...._.........._..._. BANYAN STREET TRACT BOUNDARY z_ J _ LL 5 U PEH 5 E�, LIM a < J GIP B PE5 S —— .............. -_......_ . ............ - ......... __._........--- ...................... ---.._..............__._ ..- - - -- --- - - - -oo............... _._ .._. --- -........._._ ...... . ........_._..... -........................ ........ --- - -- ----- - -— -._....--.-...... -- -..---------- -...._ ---- --- ----- -- ---- --- - -- - ---- - - / / / 77 0 r / / /. / / —�/ / T� 7111 / / / / Af F/ / /// // /// /// // /// /// // /// /// Q // /// /// // /// /// // /// /// // /// // // /// // // /// // // / / // W /2Z / / / / / / / / / / / / / / / / / / / / / � / / � _ 1 Uj 2424 12 24 32 W 37 KNU PEH ANP KNU PEH (n ¢ o MUGUj ca J I PROPOSED R.0 W. z w -- -- .................. ............... ............... .............. _._............ .. .............. . LIMIT OF WORK ¢ � U_ z TRACT BOUNDARY BANYAN STREET '�` ''` 0 FT— J co E - 0 12 �1_ _ 12 12 LIM 12 13 5 v J \ - - P PE-5 GIP PE5 C10 PEH -1 w G v - .-------- -- _ ..._........... z \. /O // j/ / / / 0 Of Z 0 0 < < ..�_ _ � �..�. _w _ __--- - --� __,� -1_ RIB ^ z � O W 162424 12 24 pw tt= W ANF PEH ANF KNU Mx21 wz O PROPOSED R.O. j 2 D w � o of J F— LIMIT OF WORK m z 0 = 0 M z w O z U � PLANT LIST VEGETATION MANAGEMENT PLAN HYDROZONE DESIGNATIONS C w WUCOLS AREA 4 z = TREES: FIRE PROTECTION PLAN b 00 w "MODERATE" WATER-USE TREES AND SHRUBS KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REQ. PER THE APPROVED FIRE PROTECTION PLAN, THE ENTIRE 0 0 LIM LAGERSTROEMIA INDICA"MUSKOGEE" LAVENDAR CRAPE MYRTLE HYBRID 24"BOX 35'+/-O.C. MOD LLMD-MAINTAINED AREA COMPRISING THIS PROJECT IS DESIGNATED w J "VEGETATION MANAGEMENT ZONE 4 (PUBLICLY MAINTAINED ". 0 Q SHRUBS: "LOW" WATER-USE SHRUBS, VINES, AND GROUNDCOVER a U) , KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REQ. WITHIN THIS ZONE "TREES SHALL BE IN ACCORDANCE WITH THE SPACING Q o AND SPECIES REGULATIONS OF THE CITY OF RANCHO CUCAMONGA 00 ANF ANIGOZANTHUS FLAVIDUS"RED" RED KANAGR00 PAW 5 GALLON 3'O.C. Low ENGINEERING DEPARTMENT. GROUNDCOVERS LESS THAT 4" IN HEIGHT z ¢ cc6 CORREA'CARMINE BELLS' RED AUSTRALIAN FUCHSIA 5 GALLON a'o.c. Low SHRUBS AND GROUNDCOVERS EXCEEDING Q CIP CISTUS PURPUREUS ORCHID ROCKROSE 5 GALLON 4'O.C. LOW ARE UNLIMITED IN DENSITY. Sz KNU KNIPHOFIA UVARIA(HYBRIDS) RED-HOT POKER 5 GALLON 2'o.c. LOW 4" IN HEIGHT SHALL BE LIMITED TO 50% OF THE AVAILABLE PLANTING z o0 LJT LIGUSTRUM JAPONICUM'TEXANUM' TEXAS PRIVET 15 GALLON 4'O.C. MOD AREA AND SHALL HAVE A MINIMUM U VERTICAL CLEARANCE TO THE o z PEH PENSTEMON HETEROPHYLLUS CALIFORNIA PENSTEMON 5 GALLON 2'O.C. LOW TREES' CANOPY." C) -� PES PENNISETUM SETACEUM"CUPREUM" FOUNTAIN GRASS 5 GALLON 3'O.C. LOW JQ RIB RHAPHIOLEPIS INDICA'BALLERINA' BALLERINA INDIAN HAWTHONR 15 GALLON 3'O.C. MOD FOR FURTHER INFORMATION, REFER TO RANCHO 63 SUBDIVISION FIRE z z RRF ROSA'RED FLOWER CARPET' RED FLOWER CARPET ROSE 5 GALLON 2'O.C. MOD PROTECTION PLAN, BANYON STREET, TRACTS 17651 AND 18708, RANCHO _ VINES&ESPALIERS: CUCAMONGA, CALIFORNIA, PREPARED BY FIREWISE 2000, INC., 26337 SKY 0 KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER REQ. DRIVE, ESCONDIDO, CA 92029, PH. (760) 745-3947. U LU O Q!� MUC MACFADYENA UNGUIS CATI CAT'S CLAW VINE 5 GALLON 15'O.C. LOW WILDLIFE-URBAN INTERFACE AREA o 0 W Lu Of COVER: THE PROPOSED TREES, SHRUBS, VINES, AND GROUNDCOVER ARE NOT Q m NAME COMMON NAME slzE WATER REQ. LISTED IN THE RANCHO CUCAMONGA FIRE PROTECTION DISTRICT'S U) } MYOPORUM PARVIFOLIUM PROSTRATE MYOPORUM 1 GALLON 3'o.c. LOW WILDLAND URBAN INTERFACE FIRE AREA PROHIBITED PLANTS AND TREES 5' < cin LIST, DATED JULY 2009. THE PROPOSED STREET TREE IS IN THE CITY'S a } APPROVED STREET TREES FOR RANCHO CUCAMONGA - HIGH FIRE z HAZARD AREA TREES & FIRE SPACING LIST, DATED JANUARY 28, 2010, AND 994 zw SPACED AS RECOMMENDED THEREIN. 0' 10' 20' 40' ¢ ¢ � 0 z .D- z J W ¢ O J (D DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA SCApF LANDSCAPE ARCHITECTURAL PLANS �o \CTHEQ VEGETATION MANAGEMENT PLAN E TRACT NOS. 17651 & 18708 (Rancho 63 LLMD) * � '�� * SUBTT 17651 and ROW2010-00628 ATF OFF-(DCAL�F APPROVED BY -...-. DATE: L2ZV2e CITY ENGINEER � RCE NO 53672 CITY OF RANCHO CUCAMONGA DESIGN RE M DED PREPARED FOR: K. HOVNANIAN HOMES RAM ROBERT MITCHELL&ASSOCIATES 2525 Campus Drive DRAWN LAND ' " ` I 1 " N ' SHEET Irvine, CA 92612 22982 El TORO ROAD LAKE FOREST,CA. 92630 RWM (949)581-2112 FAX(949)581-5809 L-17A OF 17 Phone: (949) 222-7700 rinalandsolutions.com FAX: (949) 222-7701 CHECKED RLA NO 1415 DRAWING NO. DATE 3/2/11 JOB NO 1090 LAID 2219-L PROJECT SHEET NO. 41 OF 41