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HomeMy WebLinkAbout1731-L DEVELOPER/OWNER S05�� APE LAND PLANS THE WALTON COMPANY THE STREETSCAAREA OF PE 2001 FINANCIAL WAY SUITE 200 GLENDORA , CA 91741 ( 626 ) 963 - 8505 TRACT 14162 IN RANCHO CUCAMONGA CONTACT . TOM HUGHES LANDSCAPE MAINTENANCEDISTRICT N ® 1 VICINITY MAPE G NERAL 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 01CZ LANDSCAPE ARCHITECT AND THE CITY. LLJ 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L1 TITLE SHEET L1J ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD HIGHLAND 3 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. � 4, THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L2 CONSTRUCTION PLAN 1 th TRET DAMAGE INSURANCE AS REQUIRED BY LAW. L3 HARDSCAPE D Z 5, CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT � Q 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L4 IRRIGATION PLAN _ _j 6, AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL Q Z RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L 5 IRRIGATION DETAILS W QI Z Z �Q' 7, WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS co Uj= Y HAVE BEEN APPROVED BY THE CITY ENGINEER. 6 PLANTING PLAN V > J Q�� 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT Q = WIDE FLAT AREA AT THE TOE OF SLOPE. L7 PLANTING DETAILS h 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT 0 ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL SPECIFICATIONS CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE Q 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 L 9 SPECIFICATIONS Lr<J REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER Z 5; 10 FREEWAY COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L10 S 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS NTS BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS 13' MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE MAINTENANCE RESPONSIBILITY MAP FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, CONSULTANTS PRIOR TO FINAL CONSTRUCTION. 14 PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. D w L A CAL TRANS NOTES Dale Waldo Landscape Architecture 59 Rockport Irvine, California 92602 ALL WORK WITHIN STATE RIGHT OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT Phone (714) 730 - 3947 o Fax ( 714) 730 - 3987 W OF TRANSPORTATION SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERMITTEE, THE STATE'S STANDARD SPECIFICATIONS SHALL GOVERN AS DETERMINED BY THE STATE'S REPRESENTATIVE. License number 2528 ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. g � NINETEENTH STREET LANDSCAPE QUANTITIES CUCA4 0 EMI� � °` b 4 a HARDSCAPE , s ptt��sneer ;'iu c'� Th Entire Streetscape Available Planting Area = 51092 S.F. (Excludes Concrete Paved Area) �. %* SignatureDESCRIPTION OF REVISION DATE TRACT NO. 14162 '�Z APPROVED:r 17 RESIDENTIAL LOTS 884 S.F.(37%) fj, Date Q Cobble Paved Area : 1, �r� �,,, � ►-� CITY OF RANCHO C U CAM 0 N GA Shrub Planting Area : 3,208 S.F. OF 00\0CoQ ) Slashed Area Indicates Limit of Streetscape Work Turf Planter Area : 0 S.F. E0xto. /�L/a//4'�— C TITLE SHEET That Shall be Installed by the Developer Total L.F. of City Maintained Wall (Monument Wall) : 12.5 L.F. Z Landscape Maintenance District and Maintained by the City Of Rancho Cucamonga Concrete Paved Area : 2,200 S.F. re e t s c a S t e Area U � p Total Streetscape Area in Acres: .16 Tract 14162 Total Streetscape Area in Sq. Ft.: 7,292 0 1":100'-0" APPROVED BY: DATE: SOFTSCAPE CITY ENGINEER RCE: 24953 Street Name Street Tree Size Quantity DESIGN PLAN PREPARED eY: REC o DW D W L A ao 17th Street Lagerstroemia & Magnolia 15 Gallon 19 DRAWN Dale Waldo Landscape Architecture SHEET 59 Rockport Irvine, Colifornio 92602 5 Gallon Shrubs : 286 DW Gallon : 14 Phone (714)730-3947 Fax (714)730-3967 L1 of 10 1 Ga on Shrubs 0 License number 2528 CHECKED DRAWING N0. � 01-116 DWDATE A0Jt�oz R.LA. N sz8 17 31-L SHEET OF 42) SIDEWALK SEE cp STREET LIGHT SEE RIVER WASHED GRANITE Q_ CIVIL ENGINEER'S PLANS COBBLESTONES PSR DETAIL 771 CIVIL ENGINEER'S PLANS 542 SHEET See Xeriscope P0�2t Tobulati n T"F,, E N 1" -;7 S T . Sheet LF HANDICAPFED RAMP PER 'S P CIVIL ENGINEER 13t ANS SP�IT-FACE BLOCK WALL MAINTENANCE LIMIT W SMOOTH CONCRETE CAP 0) MOW ST�RIP PER N CR C.E. PLA _k, 75' CITY srAWAn V �7 74,4 J "-7 -T- 0 1441 PA C-1 PA A] I I A INN V PA PA ,A PAIi I PA -------- PA PA C11 - ------------ I PA C11 ---------------....... .................................... ............. .............. ................ ............. PILASTER �VISMIOOTH CONCRETE CA ----------rD---- 24" S . COQBLEST NE VENEER .................... PER C.E. PLAN J) DETAIL Cl- 24 7-436 GLN1 PA OULDERS VNS L SIM. DET Qill \SHEET L3 ,-L- _�_Cx... ....... .......................... ........... -- JJGGII -------------- MAINTE14ANCE I IT \MOW STRIP PO WELL #21 8311 19th Street CL LL CITY S 1ANDARL) 2 TRA 14162 CAL T 5MOAENT SIGNAGE PER DETAIL SHEET L3 3 MATERIALS CONSTRUCTION NOTES 1 .CONSTRUCTION MATERIALS (steel, block., mortar, etc.) shall conform to the standards set forth in the Standard Specifications for ? .EXISTING UTILITIES - Information on the drawings relating to 10. Contractor shall be responsible for any coordination with SPECIFICATION NOTE Public Works Construction, latest edition or as directed by the existing utility lines and services is from the best sources subcontractors as required to accomplish all construction If there is a discrepancy City Inspector. available. All such information is furnished only for operations. All piping, conduit, sleeves, etc. shall be set In between these construction notes 2.CONCRETE FINISHES shall be as called out on the details. All information and is not guaranteed. The Contractor shall excavate place prior to installation of construction items. and the Green Book Specifications, finishes shall be uniform in appearance and subject to the approval test pits as required to determine exact locations of existing of the Landscape Architect & City Inspector. Unacceptable finish worA utilities. 11 . Refer to City Standard Plans and Specifications were the Green Book specifications shall be removed and replaced at the Contractor's expense. Coll utility locating service for precise utility locations applicable. shall supercede these notes 3.MASONRY UNITS shall be Grade A conforming to A.S. T.M. C90 and before beginning any work. Underground Service Alert (800) 422- 12. Contractor is responsible for replacement of any existing manufactured in accordance with Concrete Masonry Association 4133. materials that ore damaged during construction, at the standards. Contractor's expense. 4.PORTLAND CEMENT shall conform to A.S. T.M. C150 low alkali, single 2. UTILITY REQUIREMENTS - The Contractor shall notify the following brand throughout. agencies at least 48 hours in advance of excavating around any of 13. All dimensions are from outside, face of paving, wall, 5.MORTAR shall be freshly prepared and uniformly mixed in the ratio their structures. The utility companies listed below shall be curbs, etc., unless otherwise noted on plans. All dimensions are of volumes of 1 part cement: 112 part time putty, 4 112 parts contacted: perpendicular or parallel to buildings unless otherwise noted. sand and shall conform to A.S. T.M. C270. If plastic type cement is used, the lime putty shall be omitted. • Gas Company 14. Prior to installation of any construction item, forms with 6.GROUT shall be of fluid consistency. Ratio by volumes I port • Telephone Company steel in place and compacted subgrode complete shall be inspected cement, 3 parts sand OR 1 part cement, 3 ports sand, 2 parts pea • Electrical Power Company and approved by the City Inspector. The Landscape Architect and City Inspector grove/. • Cable Television Company shall approve the final layout of all walks prior to pouring 7.REINFORCING STEEL shall be deformed bars conforming to A.S.T.M. • Water Supply Company concrete. Any modification made to the plans as a result of A615 Grade 40. Wire reinforcing shall conform to A.S. T.M. A82. field conditions shall be brought to the attention of the &EXPANSION JOINTS shall be impregnated felt conforming to A.S. T.M. The California Public Utilities Commission mandates that, in the Landscape Architect and City Inspector prior to any work being done in that area. D1751 or foam as indicated on the plans. interest of public safety, main line gas valves be maintained in 9.JOINT SEALANT - two part polysulfide sealant as manufactured by a manner to be readily accessible and in good operating 15. Contractor shall submit 2' x 2' samples of all paving Thiokol )I condition. The Contractor shall notify the Gas Company finishes and colors with joints in place. All samples shall be (or equal), Class A self leveling, or multi-port Headquarters Planning Office at least two (2) working days prior approved by the City Inspector prior to construction. polyurethane construction sealant by L.M. Schofield (or equal). to the start of construction. Color to match paving color and be approved by the Landscape 16. All property lines and lot lines shall be verified prior to Architect and City Inspector. 3.See C.E. grading plans for vertical control and grading and drainage commencing work. 10. WATER shall be of potable quality. structures prior to installation of walks, footings, wells and 17. All concrete flotwork shall be per the soils report other structures. recommendation (if corrosive soil exists, type 5 concrete may be CVCAI�I 4. Concrete surface shall be formed with long, smooth gradients to required) and located as shown. Concrete will be a 5 sock mix reduce dips, abrupt changes and sharp transitions. and maximum water/cement ratio shall be in accordance with ACI 301 and ACI 318. Maximum slump shot/ not exceed 4 inches for 5.All curvilinear mowstrips shall have a normal weight concrete if consolidation is by vibration. A slump continuous smooth curve where applicable. All forms must be not exceeding 5 inches is permitted if consolidation is by other CRY inspected and approved prior to beginning that phase of work. means. Concrete shall have a compressive strength of 2500 PSI in DESCRIPTION OF REVISION DATE APPROVED: 28 days. Use of admixture and calcium chloride shall be in CITY OF RANCHO CUCAM ONGA 6.All sidewalk paving shall be per Civil Engineer's plan. accordance with ACI 301 . Concrete that has been pre-tempered by OTI water or cement after concrete has partially hardened is not 4-p LDO 7. Contractor shall coordinate irrigation sleeve locations under acceptable. Concrete shall never be covered with sheeting of any - 40 0. �0 CONSTRUCTION PCAN Co 11;4 Landscape Maintenance District paved areas as required. Refer to irrigation plans. kind. Periodic tests of compressive strength of concrete shall 10 10-11 W -00 Streetscape Area be mode in accordance with ACI 301 to verify that it meets design C� SVINIS -4 > 8.1f in the field, scaled dimensions conflict with stated grades requirements. Concrete shall be poured continuously, where Tract 14162 and/or elevation, the design elevation shall take precedence. DatO Go possible, and thoroughly consolidated by mechanical vibration or 4 0 OF CA0� I other methods in accordance with ACI 301 . All finishing shall be APPROVED BY: DATE:-71,11 0 9. Contractor shall not willfully proceed with construction as CITY ENGINEER RCE: �4953 accordance with ACI 30 1 . 7- designed when it is obvious that unknown obstructions, area PLAN PREPARED BY: RE M discrepancies and/or grade differences exist that may not have D W L A Cape Architecture DW Dole Waldo Lands D W L A been known during design. Such conditions shall be immediately 59 Rockport Irvine, California 92602 Dole Waldo LandscapeArchitecture OD C Phone (714)730-3947 Fax (714)730-3987 DMWN 59 Rockport Irvine, Ifornio 92602 SHEET brought to the attention of the Cit Inspector. The Phone ,4)730 3947 • Fox (714)730-3987 11 1 T �e 6) R_ City License number 2528 DW Contractor shall assume full responsibility for all necessary License number 2528 L2 of 10CHECKED DRAWNG NO. revisions due to failure to give such notifications. 1":20'-0" 01-116 DW DATE /POWM02. R.LANO�_J__2_451 1731- L SHEET 7 OF COBBLESTONE ---w- 2$ IN R.O.W. FLAT SIDE UP CASE 1 ER CITY STD 539 MORTAR ;�ACCENTACOBBL TS DECCWppANLCIt ��g [,S HARDSCAPE y- , ; �� rETE NOTES 6. MORTAR SHALL BE NATURAL COLOR CONFORMING TO STD. SPEC. 201.5 CLASS D. M �VEI` 1. COLQR & TEXTURES SHALL BE APPROVED BY THE CITY. CONSULT W1 CITY S ENGINEERING DEPT. FOR ADDITIONAL INFORMATION. CURB a; n;rD LK 7. MONUMENT SHALL BE FIELD CAST LIGHT WEIGHT CONCRETE 2. ALL LETTERS SHALL BE HELVETICA MED. VENEER SHALL CONSIST CONFORMING WITH STD. SPEC. 303- 1 CONCRETE STRUCTURES. 3" MINIMUM 17E OF NATIVE RUN RIVER ROCKS. NO IMITATION OR FABRICATED ALLOWED. 8. SIGN FACE SHALL BE NATURAL CONCRETE. LETTERS & BORDER UNDERNEATH COBBLESTONE �HITE EC3. ORSShjKLE8E &S3AY GRANITE COBBLES OF LOCAL SHALL BE PAINTED WITH SIERRA GREEN AMERITON #174-A OR EQUAL 24 LL 9. CITY LOGO SHALL BE SOLID BRASS CASTED 1/ OULDER 2" NOMINAL THICKNESS CASE 2 LOCATE PER PLAN) JW6�11� DEPTH AT W/RAISED FEATURES. SHOP DRAWINGS SHALL BE PREPARED & SUBMITTED TO THE COBBLESTONE CBBLE 4. COBBLES SHALL BE NATURALLY ROUNDED OR RIVER ROCK. CITY FOR APPROVAL PRIOR TO CASTING. END CONDITION 5. COBBLES SHALL RANGE FROM 2" TO 6" MAX. DIMENSION. 10. THE MONUMENT LOCATION SHALL BE STAKED BY THE CITY PRIOR TO CONSTRUCTION. 11. CONTRACTOR SHALL PAINT ALL EXPOSED SURFACES WITH ANTI-GRAFFITI PAINT COI�CREEIBED 12. MOLD FOR BRASS PLAQUE IS AVAILABLE THROUGH THE CITY. VERIFY WITH PUBLIC WORKS INSPECTOR AT PRE-JOB MEETING. 6" 29' 1, E" CASE 32" N_ . MORTARKb STONE SWALE DEPTH NLESTONE 3/4" CHAMFER COBB " m Cp CRETE CURB 9" g" 10" WBx 15" H to FOAM FORM LETTER RECESS CASBENEATSRCOBBLE W/ 3 BAR CITY LOGO 4"-6" VENEER W MASONRY 6" CLIPS of 12 FOR ROCK VENEER 4" CURB b GUTTER SEE ABOVE DETAIL 4" E 2' KIN 19' KAX RAD FOR END CONDITION W E L 0 M E TO THE CITY OF 4" 4" 36" R NC -`IO C U CAM 0 N GA _ CONCRETE TOP OF 86" 6" #4 VERTICAL © 24" O.C. DECK 24" 4" 6" PCC Mp�JmCURB P P.A. SPPLOTH TROWEL4' ROOFING DJOINT CEMENT SEAL CITY STD, 4 4* 3' KIN. 1 !' KAX, RAIL. "• 24"W x 18" D CONCRETE CONCRETE FOOTING 18" FTG CLASS 520-C-2500 NOTES; SIDEWALK HARDSCAPE 3" CLEAR 3 Z, ROCKKSIZE ESS S Q- �RWISE $�EOC�IFIED, SHALL BE: JOIN AT RIGHT ANGLES �TYP,j ' 9� - K N 6" T ID REVEALS, LETTERS & CITY SEE SECTION AT RIGHT 24" BBI,E�TONES: p� g COMPACTED BASE 33 ""ULDER SHALL I�VE EMBEDI T, � IBES giAL1� 2iRrA ED LOGO SHALL BE PAINTED OR TREATED 1, ALL S SES BETWIr ST S SHALT, BE FIL O WITH 'D' . ' T CEMENT PER CITY REQUIREMENTSGRANITE COBBLE VENEER TO - PARTS SAND, 2 PSgI PORTLAND CEMENT CCOiCRE E NO DRy-PACg IS ALLOWED NOTE A MIN, 40 SO. FT. SHALL BE APFROVED BY TH$ C1TY INSPECTOR PRIOR TO CONCRETE �ti0 E ROCKEESHNFW AL BE S OOmHI ROUNR EDWORK. FINAF OBJECTIONABLE N F ALLRAT ONS TO BE AP ROE DRON C� EITY INSPECTOR, CONTRACTOR SHALL VIBRATE CONCRETE TO AL pBBLE T NE 1 � ,ggHALL HAVE`�� x 6 pN REQ HEADER AS AN ED AT PLAITING. NT' REMOVE ALL AIR BUBBLES AND VOIDS. ROSK CAPE HSULD FOLLOW GRADE i4IHERE SLOPS XIST AND MAINTAIN A 0 MIN, AT ALL TIMES WITHIN THE R.O.W. CONTRACTOR TO PROVIDE CAUTION NOT TO HIT FOAM LETTERS. LiTY Ui NChU CK UNG CALi �'URNiA APPROVED BY: LVER WAShEJ GRAN 1 11 h STANDARD PLAIT' BBLESTONE 542MONUMENT WALL R.C.E. CO �4y .3 CITY ENGIp�F �5 3 DATE USE WITH STANDARD SPEC:FCATONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 C13CA117 O O DESCRIPTION OF REVISION DATE CRY r APPROVED: CITY OF RANCHO CUCAMONGA O � p HARDSCAPE DETAILS AEDO Landscape Maintenance District Streetscape Area LU —, tuie � Tract 14162 1* t1C S "� / NO 2 „F o APPROVED BY: DATE: �i4Q` RCE: 95 I °� �A` CITY ENGINEER D W L A Dale Waldo Landscape Architecture DESIGN DW PLAN PREPARED BY: C o D W L A 59 Rockport Irvine, California 92602 DRAWN Dale Waldo Landscape Architecture 00 o 59 Rockport Irvine, California 92602 Phone (714) 730-3947 Fax (714) 730-3987 DW Phone (714)730-3947 - Fax (714)730-3987 L3 1� Z License number 2528 License number 2528 9 01-116 CHECKED DRAWING NO. DW DATE �y,TyNO2 R.L.A. N025*Z8 17 31' L U SHEET A OF TO SPRINKLER - ANGLE PIPE TO •CAL TRANS'-INDICATES 24" STRONG BOX MODEL NO: SPECIFIED DEPTH WITH 45' ELLS CAL TRANS REOUREMENTS SB-24SS/120V SCH 40 PVC MALE ADAPTOR BUSS 6IIYE TRAINER m SCH 80 PVC UNION "SNAP-TETE" WATERPROOF STRONG BOX $ -4 0 0: CONNECTORS OR EQUAL L L S PREVENTER ~ ROUND PLASTIC VALVE BOX & �D1T�I�C�`�(' VE �gQpg C $$'j'�jjjj QQR < BRASS OZC ❑ NOTE; AS5N^1HLT W COVER ETCHED "IRRIGATION GATE" G1lEH "� (CARSO O 14AL) ME NG in z ELECTRIC CONTROL VALVE ENCLOSURE TO BE GROUNDED PER 3 LOCAL CODE. GROUND ROD TO BE PP' KCAL z (CARSON OR EQUAL) AT GRADE IN LAWN AREAS = m S PLASTIC VALVE BOX INSTALLED INSIDE ENCLOSURE. ON T C9 „ 6 MIN. MARKED IRRIGATION RCV" = CONTROLLER SIDE. I CE ABOI G�DE IN SHRUB r- z M FINISH GRADE D GRUNDCCVER AREAS g (CARSON OR EQUAL) °�° NIPPLE CAL ETCHTRANS-NO SNXED WITH O NN S FINISH GRADE n AND VALVE SEQUENCE - -_ . , 6" MIN. Bpi PA ( . . rF ` ' , ► • ~ � FINISH GRADE FINISH UNION --� VARIES �I I I I BALL VALVE - 1 1/2" OR SMALLER WITH I]I ILII I I "' v GRADE " II I I � MILM -I I I-1P SS LAT m 15H D I I::, I - 3'-6" X 3'-6" x 6" CONCRETE �T 0R ' m V 2� III-I I STAINLESS STEEL HANDLE I I-I1 ��?L'_TgIfVE MIN. FOOTING INSTALL A MINIMUM OF ND N,ODEL I��III-I SIDEWALK �-; 2X 3' ABOVE GRADE AND SLOPE N AhD ND = FINISH GRADE _III=I I RESILIENT WEDGE - 2" OR LARGER WITH �I I I=I RUBBE CAP z �I III MOISTURE _ ,�k'` I I}� TOP TO DRAIN AT MINIMUM OF 2R. GATE VALVE 2" OPERATING NUT _ =II - _ 1 DV �I I I=1 I EPDXY COATED III-�I A NLES EL � to o o„ SENSOR �1-_�. - _ -7*Fsw _ R I I I I I I I- �R ,C _ o00o WHERE I-III=1 =�"I 11 I I I=1 i t=I 1= pp pp AA =1 I I-I I =) VALVE MI'vi, N " ' . 1100 ,, PLACES - REQUIRED -III-) -1 COMMON WIRE/CONTROL WIRES IN I' PIG TAIL EXPANSION � HE � 3" I LOOP (MIN. 24" LONG) III-I i I-I I I III-III I I I- z 3" SCH.40 PVC CONDUIT. I' FROM WATER SOURC I 11= -N tDtP�i�r�- �YPICAL I I�I I�I = RE�ATE BASE ;. 2 - ( 1 LACE) 11-11 III .�.�. . . ' '�.� .►:.�. z 120 VITT WIRE LOINRCOO IGIDSTEEL 90° SWEEP ELL m ( - n m I- 11E E_ 3" 3" I I�I I- .• ► . FLOW [�CA BRASS ANGLE ( ) WO C i ION,I ., m �Il P�O VC MALE I I-I I 1 11�I r •• •• _ MM C E ALL W�UNION TO POWER SIDE OF CABINET (TVP.) s 111 H SCH 40 BRASS N PPLE CO- �I I I�11= 3 WASHED CAL TR -20MM1 10'_ 16" TO METER t: I I - FLOW - � LQNRASS NIPPLE - illu.-I :�' z 'co-o; CRUSHED AGGREGATE ,' • T UU CAL TRANS-130MM DEEPANT1 ANTENNA PORT EPDXY FILLED LOCATED OUTSIDE OF _ _ e I / Ai P0 0 EULE TRIC4 SWITCH FOR SERITY /INE TO SYSTEMS pQ BOX. INSTALLATION LOCATION d•.,P .d PER CITY AND CALCENSE REP. A1 I�I gid:o+P :d�o{p I-I I o-o k LIGHT CONTROL AS REQUIRED PER A N R ti I pT _III-_III II I SCH 80 PVC NIPPLE PUwS• o• o o- ,j'rr^ DTD.- �J'` T:T. FI.TINn � L gL ;ER ynn�(�N(� ��ytuTV p�,o I I-III CAL N CONTROL do COMMON WIRES ELECTRIC METER PER SCE ' ACJ RA R SF4ALL V5 1£!Y w11' ? � -III=111 ,q, ��F 6� PV �� 3Rr�s 9�' �" S T S D * _I-I 11=I �o o A�•o BEET ILLI J - CALSENSE CONTROLLER MODEL N0. CCU F .0 CCN TRC,. . ON. . CONTROLLEREFER TO d. PER PLANS. -I 'RES JP L S _ gg gg H 4L BRA s Ho CAL TRANS � PA ALL 91M SLOT INSTALLATION STD. = I I I1=1117- III-I 111=11 I I II I I LINE -RE REST ELLV CLOTH INNEBOLT wiz ��CQp DAT A MINIMUM OF 2� FROM ANY VEN HERS E NUT SECURITY LIGHT TO R INSDTS ASI PRESSURE SUPPLY LINE I��4 RRF�LI )STAKE CAL TRA A EXTEND �T TIMER REQUIRED PER 0p NN 3/4" WASHED CRUSHED BRASS NIPPLE BEYOND IIUT - S PLANS. FINISH 3. JN. NEX. A SRUC. �,(,I E LDING, ETC.) SCH 40 PVC SXSXT TEE ABOVE DETAIL GRADE I I I I t d' GROUND ROD ,� ;�QSST KON OP NR NUt�-STR�SIDE. AGGREGATE BASE �Ir, L1NiT P LEL �G TREE. NOTES: NOTE: PRESSURE SUPPLY LINE $� �JNIT NI SgRUg WIE R ppgg�g T 2" SCH 40 coNoulT " I I I I D I FITTI uS ARE REQUIRED R COhNECTfONS OF 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, NOTES: " FOR SECURITY LIGHT MIN. I I I I I I 2X .I!I.1 ( S, 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPING. WIRING. 120 VOLT WIRE IN RIGID 1. VVE PER �BE IOIREDC BEFORE BACKFItOW PREVENTER 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. - - STEEL CONDUIT (PER WH ' MAINLL )S GERR. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 1 4: LOCAL CODE) a 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. a� ' } _ _ 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. °i II - c 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. o I If I I I 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND N - VALVE NUMBER. ,; 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND o - - - VALVE NUMBER. CAL TRANS-SEE STO. PLANS N1 A N!. USE ONE MACHINE DOLT EA. L Cm Cm APPROVED BYCITY F RANCHO CUCAMON ACALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY F RANCHO CALIFORNIA: APPROVED BY: STANDARD PLAN "APPROVED BCITY OF RANCHO CUCAMONGA, CALIFORNIAARD PLAN APPROVED BY- OF RANCHO CUCAMONGA, CALIFORNIA ARo PLAN _ W PRESSURE REGULATOR STANDARD PLAN m APPROVED BY: VALVE STANDARD PLAN QUICK COUPLING VALVE WITHIN VALVE REMOTE CONTROL VALVE WITH CONTROLLER ENCLOSURE 517 W _ - 3" or smaller 518 _ BOX - FOR NON-TURF AREAS 535 N _ SHUT-OFF VALVE & UNION 520 _ - TYPE A 522 t� CI?Y ENS jN�E,1��- DAT USE KITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1TY DATE USE WITH STANDARD SPECIFICA?IONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ��g4yi'11 SHEET 1 OF 1 R.C.E. 1 cr R.C.E. 24953 SHEET T OF 1 0[ R-C.E. 24953 SHEET 1 OF T R.C.E. SBEEt 1 OF : ¢R.C.E. 24953 STAND ALONE CONTROLLER WITH ANTENNA �/1,y o A R o AWAY FROM H&WCH TO TAPER HI-POP SHRUB HEAD BODY SET TO pp T 1/4" ABOVE FINISH GRADE D I OCATED COAXIAL CABLE FINISH GRADE +A �Q A AQM Aj AIV � 0 WHITE REP SENTA I BLUE CALSENSgg COLO , - - �� 1� MODEL N0. PER PLAN Epoxy Filled -"1=111=� I 1=1 I I i i 1=111- GV FOR GATE V ALVE f 'SRAP-?rll ' WATERPROOF Ids�t X100 LOA IQDa� RED CONNECTOR OR EQUAL -III- J�SIJ L CALSENSE - IPSTALL MTTE NI - - - -111=1 I 1-111 111- for °bbr avlo t tons s e e i D P BLACK 1=1 I I I -1 I-1 I I- 9111�I1�111 1 INTI�i SI yrs Mons H and Ill. cV PIG TAIL EXPANSION 120 VOLT DUPLEX CALSENSE HARNESS w III-I I I-III IRRIGATION CONTROLLER LOOP IMIN.24" LONGI �_ _ __ ___ 2 For controlor *W OUTLET (GFI) z =1 I I (- 1 1 z - - 11� when rogl�-oa RESET w� - I PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL N I-111 11 111 jiatlpfl /X01' w= 1-I I WIRE CONNECTIONS 1 1 �11 I 11 I III ESa prONC puns. vN _ EQUAL) WITH PLASTIC INTEGRATED �•c _ CLEAN BACKFILL - SEE LOCKING LID. PLACE AT GRADE IN -11 ANSIEN;PROTECTION BOARD = -III - SPECS. FOR MATERIAL. TURF AREAS AND 3" ABOVE IN �� Ot�� N I-I I 1 909: COMPACTION REQUIRED PLANT BED. �a ��d^ham off+ �� - PIG TAIL EXPANSION x F III - (= NON-PRESSURE LATERAL LINE: Joc LOOP (MIN.24" LONGI ac (COMMON) WHITE SCH. 40 SNAKE PIPE IN ENCLOSURE MOUNT 00 I I- TRENCH BLUE Yd1If batt COY -- OF 14 WIRES PRESSURE SUPPLY LINE: +G PRINTED INSTRUCTION N¢NSPE j�ICAL III-1 I _ SCH. 40/CL 315 SNAKE REO MASTER CONTROL I) APPROVED IN FIELUD BY ,HEC ►►III 11n�rGC11UUR = = PIPE IN TRENCH VALVE SCH T Purr PL AN TO C BLACK MARLEX 90' STREET ELL 90' STREET ELL 2. RLN �EQUENCt ORRE ND TO THE PLAN'S DESIGN _ -NON- PRESSURE pF t(CI77E 0� VAL - �I CONTROL WIRES - BUNDLE FSI FLOW METER LATERALEFTTING MARLEX 90' BEET ELL 3. R ' ONE EXTRA WIRE R; GE TO FAR EF RCV ON �yCH -III-I N OrM label and cover H THE �I TL OR SE. PIGTAIL EACH OR)►N E AND TAPE AT 15' O.C. AND DIAMETER SAME I� hrr PRE AT° . ENC;US I- I I _- _ I-I I INSTALL ADJACENT TO SIZE AS FLOW NON-PRESSURE LATERAL UNE SCH 80 PVC NIPPLE t Slotted Mao _ _ IO CCC�I aCt'O�f � C N W TO BE WEI OL ��pp B N LOA. I _ _ _ PRESSURE SUPPLY LINE METER SIZE TYPICAL (2) PLACES wochll» eyd� Vlth . C V HALL BE D S CO�LLER�RI� - I -� I ) I I DIAMETER SAME SIZE ANTI-DRAIN VALVE AS REQUIRED I vashr S Ond nut p� g I I -I I I I I-I I AS FLOW METER SIZE 6. T 11 1rAPART TO CTED TO GITAL TRS( RADIO 1 I III I- I I- PROVIDE 6" MIN. OF SAND � 2 RAB E CITY YAR CONS I 1-I 6" TVP. NOTE: YSTE� RDORETCCE?E E C S CENTRAL, PUTER BEDDING AND SHADDING 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1, ALL E: CTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. MINIMUM DISTANCE DOWNSTREAM OF AND EDGES OF LAWN. UNINTERRUPTED PIPE 115X DIAMETER 2. USE TEFLON TAPE ON ALL MALE THREADS. Ccver OF FLOW METER SIZE) 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE MINIMUM DISTANCE UPSTREAM OF COMPENSATING FEATURE AS PER THE IRRIGATION PUN. UNINTERRUPTED PIPE 11OX DIAMETER 4. HEAD CONNECTION AT BOTTOM INLET ONLY. NOTE1.: PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. of Flow METER SIZE) �� 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH CITY OF RANCHO CUCAMONGA, CALIFORNIA SECTION 3" AND LARGER 24" MIN. DEPTH APPROVED BY: STANDARD PLAN HI-POP SHRUB SPRAY 539 VALVEBOX K)ENTIFICATION CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA W CITY ENGINEER DATE USE WITH STANDAR SPECIFICATIONS FOR PUBLIC WORKS CONSTRDCTION SHEET I OF I �, n Ir R.C.E. 24953 40 STANDARD PLAN STANDARD PLAN APPRovED BY. TYPICAL TRENCHING APPRovEo BY. FLOW METER INSTALLATION APPROVED BY: o�TR�LLER RL� STANDARD PLAN 532 516 AS 524 W ITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > CITY ENGINEER T J DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �UCA 0:R.C.E. 24953 SHEET 1 1 D R.C.E. 24953 SHEET 1 OF 1 O 1 W'lO TE USE W'_TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 • SQ mm E1oar4)Cs `J Cover FC an 01 &Ides rmin SO '� N I r �� , �I 29 DESCRIPTION OF REVISION DATE CITY D: Qo IM m" Yds. °°° 1 CITY OF RANCHO CUCAMONGA C C IRRIGATION DETAILS aNnsc Landscape Maintenance District NO SIDE OPENINGS hl Streetsca pe Area Tract 14162 Q } Cyr l) v m 00 100 Ire Mlh o c, - - OD �, p 20 Pm Grovel or cru*md rock l(TYD �t tore -! � � o I � -" '111. / �i:IV/ � CITY ENGINEER RCE: 953 APPROVED BY: _ DATE: J 8.80 00 o ao�o voo .loe�b aaa.� t- � � � .j-=' 41�, e o���° D W L A s v „ OF CAO` Dale Waldo Landscape Architecture °�'�" D W PLAN PREPARED BY: RED O WOVEN WIRE CLOTH Nat for Arrudv,* fit 59 Rockport Irvine Californio 92602 w L A 1 Pat tern vdre Viet IoR" a+ds eXP• 121_4110 S- I� Dale Waldo Landscape Architecture 00 °l f Kn Ydv' Phone 714 730-394 7 O Fax (714 730-398 7 DRAWN 59 Rockport Irvine, Californio 92602 SHEET SECTION ELEY1tT�ON DW Phone (714)730-3947 " Fox (714)730-3987 L5 10 U) License number 2528 License number 2528 OF z 01-116 CHECKED DW /� i7T/�VU 2 2,S"Z8 7N'J - L V LYE BOX- - VALVE V R.LJI No Q IInn U SHEETS OF L7 ,Z) N Street Light Typical q-- T1 I • E N' I " F S I N I ........... N e '�tbe Carpet a 20 _::�P_11 d Z' 6- 15 got. Lb rstroemia Tuskegee Hybrid lon�brd 67-5 got. Phormiuri3= Jock". Sprott-z' 22-� 39 I I. uniperus s. t -of) at 2 O.C. at 5 - O.C. Plant o- in. mum of 2.5' 76 m) behind �urb.. 4- A /Cobblestone Povi Typical I Ai In �e 4 0 NV i Zj ,_S H -A Ad Av 3. .......................... ................ El V, _611on,3Teuq0PW 7 V/ r P art,q: ot 4 '- 0• . 2 n C us,p Jock �ro t t got. Parthenocissus t 91, ;A El 7 idotdi train end •plant to grow on wast we// 88-5 got. Phormium Jac S_ L71 z 16t 15 '-0" O.C. 2'-0" O.C. X 3- 1 g"ol. Logerstroemia Tuskegee Hyb'r'-d: Witi ......... 5 got. Rosemori us e Sp it s 2/Ci Z_ at 2 0'7" 0 0.C. ........... t 6' 0 0.C. it J , J' ------ WELL #21 8311 19th Street ho Ru eti ----------- 10- 15 gal. Mogn Standard 'Xf at 20' -0" 0 C z < .,r. TRA 4 1 62 1 140- 1 gal. Hemerocollis Stella dOro 4 at 2'-0" O.C. • 15-5, got. Leptospermum s. Ruby Glow at 6 -0" O.C. 8-5 got. Juniperus s. Blue Carpet &J a t 5'-0" 0.C. XERISCAPE ASSESSMENT SYSTEM SUMMARY PLANTING NOTES 4' LANDSCAPE I. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF PLANT LEGEND SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND 1. Water conserving plants 20 SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND SYMBOL BOTANICAL NAME SIZE SPACING COMMENTS QUANTITY 2. Turf limited to 25% 20 REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND COMMON NAME SPECIFICATION TREES 3. Plants grouped by watering need 10 2. CONTRACTOR SHALL FOLLOW THE DETAILS A" SPECIFICATIONS FOR -M7 TC FS 1587.98 IW7.." FG 4. Hordscope non-irrigated surfaces 10 I SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND 7 W6 FI W7.82 L 5. Mulch provided in non-ground cover areas 5 BACKFILL REQUIREMENTS. + Logerstroemic Tuskegee Hybrid 15 gal. 20'-0" O.C. Standard 6 6. Soil ommendments 5 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL Crepe Myrtle IM1.3 FG Total Points 70 UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO Points Required 60 COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. ♦ Logerstroemia Tuskegee Hybrid 15 go/- 2 0'-0" O.C. Multi 3 of 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN (D Crepe Myrtle SECTION "A "A CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM NTS All Planting Point References Indicated on This Sheet HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE 3 PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS 0 Mognolic g. Russett 15got. 20'-0" O.C. Standard 10 SPECIFIED, AND THE WORK APPROVED BY THE CITY. Magnolia 4' 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. SHRUBS 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, @ Juniperus s. Blue Carpet5 got. 5 -OP. O.C. 30 THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR Blue Carpet Juniper HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT 1591.7m8 591.78 FG DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE 1588.98 589.48 TC METRIC CONVERSION CHART APPROVED BY ME CITY. Phormiurn Jack Sprott 15BB.98 FL 1590.02 FS 1 3' • 7. QUANTITIES SHOWN ON ME LEGEND ARE FOR ESTIMATE PURPOSES 5go/- 2'-0" 0.C. 155 ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL Dwarf New Zealand Flax 1583.08 FG BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. SECTION 1 GALLON = 3. 78 LITRE 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS Hemerocallis Stella d' Oro NTS 5 GALLON = 18.9 LITRE OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE " 140 15 GALLON 56. 7 LITRE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY Daylily 1 get. 2'-0 0.C. STANDARDS AND DETAILS HEREON. 9. CLEAN-UP PROVED BYE SHALL TAKECITY. Rosemary PLACE ON A DAILY BASIS UNLESS OTHERWISE G Rosemorinus Blue Spires 5 go/. 6'-0" 0.C. 25 AP 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE Leucophyllum f. Compacta '0 C�CA.1�I0, BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). 0 5 go/. 4 -0" 0.C. 34 ROTOTIL THE REQUIRED SOIL AMENDMENTS 6- INTO THE SOIL AT THE Texas Ranger REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUSTLeptospermurn s. Ruby Glow 120 IBS GYPSUM @ New Zealand Teo Tree 5 got. 6 O.C. 15 bN SNPr 125 IBS GRO-POWER PLUS DESCRIPTION OF REVISION DATE CITY 4:1� 1� APPROVED: LIDO 40 r_4 I 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER P o rt h e n o c is s u s tricuspidoto I-0 ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER 0 5 got. 15'-0" O.C. train on wall 27 CITY OF RANCHO CUCAM ONGA AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. Boston Ivy r*3 <I> GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR Cf- m SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO I y vNO PLANT/NG PLAN PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: INTRAVAIA SAND AND GRAVEL OF CAVA ak Landscape Maintenance District UPLAND, CALX Streetscape Area (909) 982-6713 CAL TRANS- Tract 1 41 62 ALL WORK PERFORMED IN CONNECTION WITH HIGHWAY PLANTING WITHIN THE STATE 0 RIGHT OF WAY SHALL CONFORM TO THE PROVISIONS IN SECTION 20-4 HIGHWAY APPROVED BY: DATE: 114 ,1,41 Y PLANTING OF THE CURRENT CALTRANS SPECIFICATION. CITY ENGINEER RCE: 4963 (D 0 W L A DESIGN PLAN PREPARED BY: RECOM I Dole Waldo Landscape Architecture DW D W L A 0 1 59 Rockport Irvine, California 92602 Dole Waldo Landscape Architecture 09 ap Phone (714)730-3947 Fox (714)730-3987 DRAWN 59 Rockport Irvine, California 92602 SHEET ;r 0 DW Phone (714)730-3947 Fax (714)730-3987 License number 2528 L6 oF 10 U) License number 2528 z 1"=20'-O" 01-116 CHECKED DW DATE R.LA NO DRAWING NO. _j 7 31- L SHEET OF R NOTES: STORM DRAIN/UNDERGROUND rv � 1. REMOVE NURSERY STAKES NOTES: UTILITIES 2. STAKES TO BE PLUMB AND BCR PARALLEL 1. SLOPE IN TURF AREAS: 3. STAKE TREE PERPENDICULAR a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% TO PREVAIUNG WIND. b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:/ WILL BE N 4" OF COMPACTED WOOD CHIP PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. MIN. v MULCH. 2. SLOPES IN SHRUB/GROUND COVER AREAS: w SIDEWALK UTILITY v W E HARDSCAPING (CONCRETE HEADER, a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% ZCURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. L S.L. '� 11) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED = I o S IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. PROVIDED THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. CURB AND GUTTER—" METER 10' 5' UI TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3" BERM TO FORM 12" 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE w LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. �k * MIN. MIN. BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. TRUNK TO ALLOW FOR WI TOP OF STAKES BELOW FLEXING OF THE TREE. BUT NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. SUPPORT OR ALLOWSPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE THE HEAD TO DROP. MAIN TRUNK FINISH GRADE CAL TRANS SOMA ' _ (2) SETS OF CINCH TIES SPACED 24" Z = (V R APART, ATTACH WITH GALVANIZED _ w SCREWS TO 9' LODGE POLES. — i I—III—III—III—III—III—III—I SIDEWALK ? — — I I=III III—I11=III=11I—III III=1 I=1 I=1 FH DRIVE OS.L. O �� = WITH WOOD PRESERVATIVE STAKES 12" MAX. —III—I 1 I-1 I I—I I I Q 071 APPROACHV �� DRIVE A MINIMUM OF 6" INTO t UNDISTURBED SOIL AND POSITION I I—III—I I=,I SHOVEL CUT EDGE COMPACTED STAKES OUTSIDE ROOT BALL. i I—III I I—)I I=)I I- NATIVE SOIL CURB AND GUTTER ARBOR GUARD IN TURF AREAS AND =III-I I S 5' 1 IN 1 D' TOP OF ROYARDS. OTBALL TO EXTEND 2" III ROOT BALL I I I I II III- OPO UN, cp MIN. MIN. #c IN. MIN. VFR UNDERGROUND ABOVE FINISH GRADE. — — — (— STRUCTURE eg. TIGHTLY COMPACTED 3" BERM TO FORM — I 1 I�! I PLANT PIT H R (2) TIMES THE —III—Iii=i I I—III—III—i I�I III=1 I I. WIDTH OF THE ROOT BALL 3.1 CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND _ _ _ _ TURF �/ TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE I—III—I I I�I i—III—III—III—I I I I— 5; MA '4.1' OUTSIDE PUBLIC R.O.W. OUTSIDE OF PLANT PIT. BERMS IN TURF NOTES: X• AREAS TO BE REMOVED PRIOR TO CITY I—I± NOTES: ACCEPTANCE. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL —III—III—III=III—III—III— —III— 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER i I—I i I—I I—I I I—I i I—I i I—I i I I—I i I SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. /< 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT NATIVE BACKFILL WITH NO 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND TURF, SHRUB AND GROUND COVER 2X ROCKS GREATER THAN 3" INTO EDGES AT GROUND COVER AREAS. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. DIAMETER. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. I I IJ UNDISTURBED NATIVE SOIL 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. WITHIN PUBLIC RIGHT—OF—WAY 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND IION—, ROOT BALL III (SEE NOTES HEREON) FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY I NATIVE BACKFILL WITH NO NOTES: OWNED WATER & SEWER LATERAL LINES. I =I ROCKS GREATER THAN 3" DIA. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. s I I— I I—III—III—III— III—I I I—I I I—III OF ROOT BALL. DO NOT CRACK ROOT BALL. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ca I—I I I I— a a ENGINEERING DIVISION. _ NATIVE SOIL UNDISTURBED o, w 0 to 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY o m n STANDARD PLANS. TWICE ROOT BALL WIDTH CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA N N H N H n APPROVED BY: STANDARD PLAN a APPROVED BY: DOUBLE STAKED TREE STANDARD PLAN � APPROVED BY: STANDARD PLAN � APPROVED BY: STANDARD PLAN " APPROVED BY: STANDARD PLAN TREE PLACEMENT 5oi N _ 5 GAL — 24" BOX 502 CONTAINER PLANTING 506 N MULCH INSTALLATION I 509 y ALLOWABLE GRADES 541 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION w 6TY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBIC WORKS CONSTRUCTION � R.c.E. 24953 SHEET 1 OF 1 ¢ R.C.E. 24953 SHEET 1 OF 1 O R.C.E. 24953 SHEET i OF 1 Cr R.C.E. 24953 SHEET 1 OF 1 OC R.QE. 24953 SHEET 1 OF 1 ONE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT y so JP tree Iles EQUA 2 S1ake� iC 7 NOTE: E 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL i SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR Aeet edf SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING CT FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES TREE STAKING OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. p C'JCA1�I a CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 �o APPROVED BY: SHRUB AND GROUND COVER STANDARD PLAN _ SPACING 508 LuCITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY R.C.E.Ir 24953 DESCRIPTION OF REVISION DATE APPROVED: w _ ►~ CITY OF RANCHO CUCAMONGA PLANTING DETAILS ,ODSC0,r Landscape Maintenance District pEDO �'P� H y Streetsca pe Area W aR Tract 14162 W_ !1 ?eu yN0 Z ,� o Dat Q APPROVED BY: DATE: :j s��T1E OF �iA�-��p��\ D W L A CITY ENGINEER �!�(M RCE: 4 53 U`c x�o, n/�, o � Dale Waldo Landscape Architecture °�'G" pay PLAN PREPARED BY: RE o 59 Rockport Irvine, California 92602 Date Waldo �ondscape Architecture � Phone (714) 730-3947 o Fax (714) 730-3987 DRAWN Day 59 Rockport Irvine, Calif x (7102 SHEET O Phone (714)730-3947 Fox (714)73)730-3987 (n License number 2528 License number 2528 — _ OF 10 z 01-116 CHECKED tt DRA WING No. DW DATE R.LJI N0 7i 8 1 / 31— L ~Q Q SHEET OF CITY OF RANCHO CUCAMONGA PLANTING AND IRRIGATION SPECIFICATIONS 3. Before the date of the final observation, 2. Resilient hedge Gate Valve (2" and larger) the Contractor shall transfer all information from the "record drawing" prints to a sepia mylar or B. The City of Rancho Cucamonga shall have the sole a. Resilient fledge Gate valves p p y L. Electric Control Valves: SPRINKLER IRRIGATION SPECIFICATIONS similar mylar material. Arrangements shall be made responsibility in accepting or rejecting any submittal shall be epoxy coated and equipped with a 2" through the cit for obtaining said sepia lar or item as an approved equal to the equipment and materials operating nut. [ y [ P y listed on the Drawings and Specifications. P [ 1. All electric control valves shall be the PART 1 - GENERAL similar mylar material. All work shall be in [ P b. Resilient fledge Gate valves same size and type shown on the Drawings. waterproof India ink and applied to the mylar by a shall be No. 403 RT-RW as supplied by Watts or 1.01 DESCRIPTION technical pen made expressly for use on mylar 1.06 GUARANTapproved equal. 2. All electric control valves shall have a material. Such pen shall be similar to those C. All Resilient wedge Gate valves manual flow adjustment. A. Scope of Work: Provide all labor, materials, manufactured by Rapidograph, Kueffel & Esser, or A. The guarantee for the irrigation system shall be @hall be installed per detail. transportation, and services necessary to furnish and Faber Castell. The dimensions shall be made as to made in accordance with the attached form. The General 3. Provide and install one control valve box install the Irrigation System as shown on the Drawings be easily readable even on the final controller Conditions and Supplementary Conditions of these G. Quick Coupling Valves: B 1� [s y P [ for each electric control valve. and described herein. " Specifications shall be filed with the City prior to chart (see Section C). The original mylar record irrigation a drawing acceptance of the ation stem.plan shall be submitted to the City of P [ y 1. Quick coupling valves shall have a brass, M. Control Valve Boxes: B. Standards: All work and materials shall comply with Rancho Cucamonga for approval prior to the two-piece body designed for working pressure of 150 B PP P H. A copy of the Guarantee form shall be included in governing codes, safety orders, standards, and completion of the controller chart. P.S.I. 1. Use 10" x 10-3 4" round box for all ate regulations, and meet the minimum requirements of the P the operations and maintenance manual. / [ [u q valves. Carson Industries #910-12B with green bolt- Standard Specifications For Public works Construction 2. Quick coupling valve shell be operable 4. The Contractor shall dimension from two C. The guarantee form shall be re-typed onto the down cover or approved equal. Extension sleeve (Green Book) latest edition. with a quick coupler key. Key size and type shall shall be PVC with minimum size of six 6 inches. (2) permanent points of reference, such as building Contractor's letterhead and shall contain the following ( ) corners, sidewalk edges, road intersections, etc., information: be an shown on the Drawings. 1.02 QUALITY ASSURANCE & REQUIREMENTS the location of the following items: 2. Use 9-1/2" z 16" x 11" rectangular box for H. Backflow Prevention Units: � GUARANTEE FOR IRRIGATION SYSTEM all electric control valves. Carson Industries A. Permits and Fees: The Contractor shall obtain and 1. Backflow prevention unit shall be of size a. Connection to existing water linea. 1419-12H with green bolt-down cover or approved pay for any and all permits and all observations as and type indicated on the irrigation drawings. required. b. Connection to existing electrical power. We hereby guarantee that the irrigation system we have Install backflow prevention units in accordance with equal. c. Gate valves. furnished and installed is free from defects in materials and the Drawings. d. Routing pf sprinkler pripasure lines (dimension workmanship, and the work has been completed in accordance 3. Use 6" diameter x 8-3/4" deep round B. Manufacturer's Directions: Manufacturer's max. 100 alongroutin plastic valve box for all quick coupling valves. [ with the Drawings and Specifications, ordinary wear and tear, 2• Wye strainers at backflow prevention unite P q P [ directions and detailed drawings shall be followed in all y P e. Sprinkler control valves. unusual abuse, or neglect excepted. We agree to repair or shall have a bronzed screwed bo with 60 mesh monel Carson Industries # 608-12 with green flex-lock cases where the manufacturers of articles used in this y f. R ting of control wiring and locations of all replace any defects in material or workmanship which may screen and shall be similar to Bailey #100H or cover or approved equal. Contract furnish directions covering points not shown in spice Doxes. develop during the period of one year from date of acceptance the Drawings and Specifications. g• Quick coupling�[ valves. and also to repair or replace any damage resulting from the approved equal. 4. Use 9-1/2" z 16" z 11" rectangular box for h. Stub-outs for future connections. repairing or replacing of such defects at no additional costs 3. All pressure main line piping between the all electric control valves installed within on- C. Ordinances and Regulations: All local, municipal P P P [ I. Ot�ew re�ste� equipment as directed by the City to the City. We shall make such repairs or replacements point of connection and the backflow preventer shall grade landscaped areas. Carson Industries # 1419- and state laws, and rules and regulations governing or o anc o uc m nga. within a reasonable time, as determined b the City, after relating to any portion of this work are hereby y y be installed as required by local code. The 12B with green bolt-down cover or approved equal. 5. On or before the date of the final field receipt of written notice. In the event of our failure to Contractor shall verify with the local governing incorporated into and made a part of these y [ � observation, the Contractor shall deliver the make such repairs or replacements within a reasonable time body as to material type and installation procedures 5. Use 10" x 10-1/4" round box for all quick Specifications, and their provisions shall be carried out y � corrected and completed sepias to the City of Rancho after receipt of written notice from the City, we authorize prior to start of construction. Submit shop drawing coupling valves installed within on-structure by the Contractor. Anything contained in these P P [ P � Cucamonga. Delivery of the sepias will not the City to proceed to have said repairs or replacements made for approval. landscaped areas. Carson Industries No. 910-12B Specifications shall not be construed to conflict with PP any of the above rules, regulations, or requirements of relieve the Contractor of the responsibility of at our expense and we will pay the costs and charges therefore with green bolt-down cover or approved equal. the same. However, when these Specifications and Drawings furnishing required information that may be omitted upon demand. I. Check Valves: call for or describe materials, workmanship, or PROJECT:from the prints. 1. Swing N. Sprinkler Heads: construction of abetter quality, higher standard, or n[ check valves 2" and smaller shall be larger size than in required by the above rules and C. Controller Charts: 200 ound W.O.G. bronze construction with 1. All sprinkler heads shall be of the same LOCATION: P regulations, the provisions of these Specifications and re ,replaceable composition, neoprene, or rubber disc size, type, and deliver the same rate of P P 1. As-builta drawings shall be approved by and shall meet or exceed Federal Specification WW-V- precipitation with the diameter or radius of Drawings shall take precedence.. the City of Rancho Cucamonga before controller SIGNED: P P P ( ) charts are prepared. -51D, Class A, Type TV. throw, pressure, and discharge as shown on the D. Explanation of Drawings: Drawings and/or specified in these special ADDRESSED: 2. Anti-drain valves shall be of heavy duty provisions. 2. Provide one controller chart for each virgin PVC construction with F.I.P. thread inlet and 1. Due to the Scale of the Drawings, it is Si not possible to indicate all offsets, fitting, controller sequence. PRONE: DATE OF ACCEPTANCE: outlet. Internal parts shall be stainless steel and 2. Spray heads shall have a screw adjustment. sleeves, etc., which may be required. TheThe chart shall show the area controlled 3. PART 2 - PRODUCTS neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of 3. Riser units shall be fabricated in Contractor shall carefully investigate the J [ by the automatic controller and shall be the maximum head. Anti-drain valve shall be similar to the accordance with the details shown on the drawings. structural and finished conditions affecting all of size which the controller door will allow. 2.01 MATERIALS �• .his work and plan his work accordingly, furnished Valcon "ADV" or approved equal. 4. Riser nipples for all sprinkler heads such fittings, etc., as may be required to meet such PP P 4. The chart i@ to be a reduced drawing of A. General: Use only new materials of brands and types shall be the same size as the riser opening in the conditions. Drawings are generally diagrammatic and P [ the actual installed system. However, in the event noted on drawings, specified herein, or approved equals. J. Control Wiring: sprinkler body. indicative of the work to be installed. The work P y shall be installed in such a manner as to avoid the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size B. PVC Pressure Main Line Pipe and Fittings: 1. Except as noted otherwise, connections 5. All sprinkler heads of the same type shall conflicts between the irrigation system, planting that will be readable when reduced. between the automatic controllers and the electric and architectural features. 1. Pressure main line piping for sizes 2" and control valves shall be made with direct burial be the same manufacturer. 5. The chart shall be a black line or larger shall be PVC Class 315. copper wire AWG-U.F. 600 volt. Control wiring 2. All work called for on the Drawings by [ 0. Sleeving: notes or details such be furnished and installed blueline ozalid print and a different color shall be 2. Class 315 pipe shall be made from an NSF installed in control wire conduit within structure used to indicate the area of coverage for each approved Type 1, Garde 1, PVC compound conforming to shall be made with AWG-TW solid copper wire. Pilot 1. Sleeving under hardsca a or paved areas whether or not specifically mentioned in the � P specifications. station. ASTM resin specification D1784. All pope must meet wires shall be a different color wire for each requirements as set forth in Federal Specification automatic controller. Common wires shall be white for mainline, lateral lines r control wiring shall re q P be Schedule 40 P.V.C. or approved equal. 3. The Contractor shall not willfully install 6. When completed and approved, the chart PS-22-70, with an appropriate standard dimension with a different color stripe for each automatic shall be hermetically sealed between two pieces of S.D.R. Solvent-weld Pipe). controller. Install in accordance with valve the irrigation system shown o the Drawings when plastic, each piece being a minimum 20 mils. ( ) ( P ) manufacturer's specifications and wire chart. In no P. Vandal Resistant Controller Enclosure: it is obvious in the field that obstructions, grade i r sizes 1-1 2" case shall wire size be less than ;14. 1. Controller enclosure shall be of size and differences or discrepancies is area dimension 3. Pressure main line piping for / s P 7. These charts shall be completed and and smaller shall be PVC Schedule 40 with solvent type shown on the Irrigation Drawin and Irrigation exist that might of have been considered yP [s [ n c n in engineering. Such obstructions or differences approved prior to the final field observation of the welded joints. 2. Wiring shall occupy the acme trench and Detail sheet. should be brought to the attention of the City of irrigation system. shall be installed along the same route as pressure Rancho Cucamonga. In the event this notification in 4. Schedule 40 pipe shall be made from NSF supply or lateral lines wherever possible. 2. A backboard shall be secured to the D. Operation and Maintenance Manuals: approved Type 1, Grade 1 PVC compound conforming to controller enclosure housing not performed, the Contractor shall assume full PP yP P [ g to provide a base for responsibility for any revision necessary. ASTM resin specification D1785. All pipe must meet 3. Where more than one (1) wire is placed in mounting the automatic sprinkler controller and 1. Prepare and deliver to the City of Rancho requirements as set forth in Federal Specification a trench, the wiring shall be taped together at terminal strip. 1.03 SUBMITTALS Cucamonga within ten calendar days prior to PS-21-70. intervals of fifteen (15) feet. completion of construction, two hard-cover, three 3. A 117 volt duplex box shall be provided A. Material list: ring binders containing the following information: 5. PVC solvent-weld fittings shall be 4. An expansion curl shall be provided within with an On/Off switch, and a 117 volt receptacle. Schedule 40, 11-1 NSF approved conforming to ASTM three (3) feet of each wire connection. Expansion Metal conduit shall run from the 117 volt supply to 1. The Contractor shall furnish the articles, a. Index sheet which states test procedure D2466. curl shall be of sufficient length at each splice the controller housing. All power within the Contractors name, address, and telephone connection at each electric control valve, so that housing shall be properly phased, equipment, materials, or processes specified by name 8 P P y d t t l S and which lista each installed, 6. ovencement anprimer for PVC solvent- in case of repair, the valve bonnet may be brought in the Drawings and Specifications. No substitution number, P [ �P ui qpment and material item including names and weld pipe abd fittings shall be of type and will be allowed without prior written approval by eP [ yP to the surface without disconnecting the control 4. A terminal strip shall be provided, t f th d b ib d th ti ll instaaon methods prescribed e manufacturer. wires. Control wires shall be laid loosely the City of Rancho Cucamonga. addresses of manufactures local y in clearly indicating the proper pointe of connection representatives. trench without stress or stretching wire conductors. of all appropriate wiring (station valves, master Catalog and arts sheets on b• [ P 7. All PVC pipe must bear the following markings: 2. Complete material lief shall be submitted P P g g prior to performing any work. Material list shall every material and equipment item installed 5. All splices shall be made with Scotch-Lok include the manufacturer, model number, and under this Contract. a. Manufacturer's name #3576 Connector Sealing Packs, Rainbird Snap-Tile C. Guarantee statement. b. Nominal pipe size wire connectors., or roved equal. Make only one description of all materials and equipment to be P P PP q y Complete o Com . pperating and C. Schedule or class splice with each connector sealing used. Although manufacturer and other information dP [ ack.P maintenance instructions on all major d. Pressure rating in P.S.I. may be different, the following is a guide to proper [ submittal format: equipment. e. NSF (National Sanitation Foundation) approval 6. Field splices between the automatic 2. In addition to the above mentioned f. Date of extrusion controller and electric control valves will not be Item No. Description Manufacturer Model No. allowed without prior approval of the City of Rancho a maintenance maintenance manuals, provide the Cit y 8. All fittings shall bear the manufacturers Cucamonga. 1 Backflow Preventer Febco 825-Y-BV personnel with instructions for major equipment and name or trademark, material designation, size, 2 Automatic Controller Calsense ET1-24 -DR show evidence in writing to the City of Rancho applicable I.P.S. schedule and NSF seal of approval. K. Automatic Controller: 3 Master Valve Superior 3100 RCV Cucamonga at the conclusion of the project that this 4 Etc. Etc. Etc. service has been rendered. C. PVC Non-Pressure Lateral Line Piping: 1. Automatic controller(s) shall be of size and type E. Equipment to be Furnished: 1. Non-pressure buried lateral line piping shown on the Drawings. Irrigation submittal must be specific and shall be PVC Schedule 40 with solvent-weld joints 2. Final location of automatic controller(s) complete. All items must by listed and should 1. Supply as apart of this contract the when installed in planting areas. shall be approved by the City of Rancho Cucamonga. include solvent, primer, wire, connectors, valve, following tools: boxes, etc. No copies of manufacturer's literature 2. Non-pressure lateral line piping installed 3. Unless otherwise noted on the Drawings, (catalog cuts) are required as submittal a. Two (2) sets of special tools under paved areas shall be PVC Schedule 40 with the 120 volt electrical power to each automatic information. required for removing, disassembling and solvent welded joints. controller location is to be furnished by others. adjusting each type of sprinkler and valve The final electrical hook-up shall be the Equipment or materials installed or responsibility 3. Eui supplied on this project. 3. Pipe shall be made from NSF approved, Type res onsibilit of the Contractor. q P furnished without prior approval of the City of b. Two (2) four-foot valve keys for I, Grade II PVC compound conforming to ASTM resin Rancho Cucamonga may be rejected and the Contractor operation of gate valves. specification D1784. All pipe must meet may be required to remove such materials from the C. Two (2) keys for each automatic requirements set forth in Federal Specification PS- site at his own expense. controller. 22-70 with an appropriate standard dimension ratio. d. One (1) quick coupler key and 4. Approval of item, alternative or matchinghose swivel for every five (5) or 4. Except as noted in paragraphs 1, 2, and 3 PP any substitute indicates only that the product or fraction thereof of each type of quick coupling of this section (2.01B), all requirements for non- C 3 C A Products apparently meet the requirementsuirements of the valve installed. Pressure lateral line pipe and fittings shall be the Drawings and Specifications on the basis of the same as for solvent-weld Pressure main line pipe and O O� l I fittings as net forth in section 2.O1B of the information or samples submitted. 2. The above mentioned equipment meat shall be [ p q P, n turned over to the City at the conclusion of the Specifications. V 5. Manufacturer's warranties shall not project. Before final observation can occur, relieve the Contractor of his liability under the evidence that the City has received material must be D. Brass Pipe and Fittings: guarantee. Such warranties shall only supplement shown to the City of Rancho Cucamonga. 1. Where indicated on the Drawings, use red the guarantee. 1.04 PRODUCT DELIVERY STORAGE AND HANDLING braes screwed pipe conforming to Federal DESCRIPTION OF REVISION DATE CITY Specification #WW-P-351. �,��$(; p AQPROVED: B. RECORD DRAWINGS: A. r Handling of PVC pipe and fittings: The Contractor �P P is cautioned to exercise care in handling, loading, 2. Fittings shall be red brass conforming to � 1. The Contractor shall provide and keep up- unloading, and storing PVC pipe and fittings. All PVC Federal Specification #WW-P-460. ,`� Q• h•+��1 CITY 0 f RANCHO C U CAM 0 N GA to-date a complete record set of blueline ozalid �i P pipe shall be transported in a vehicle which allows the t� PP O E. Co er Pi a and Fittin O prints which shall be corrected daily, showing every length of pipe to lie flat so as not to subject it to PP P [s� change from the original Drawings and Specifications under bending or a concentrated external load at any point. Any section of pipe that has been dented or 1. Pipe: w o aN° SPECIFICATIONS and the exact installed locations, sizes, and kinds p sign�turt e: T ype K hard tempered. of equipment. Prints for this purpose may be damaged will be discarded, and if installed, shall be /lf,�'&o Z Landscape Maintenance District obtained from the City of Rancho Cucamonga at coat. replaced with new piping. 2. Fittings: wrought copper, solder joint type. LP Date �\p This set of drawings shall be kept on the site and �, r , S t r e e t s e a p e Area shall be used only as a record set. 1.05 SUBSTITUTIONS 3 Joints shall be soldered with silver '4 `./ solder, 45% silver, 15% copper, 16% zinc, 24% � OF CAL��� A. If the Contractor wishes to substitute any equipment cadmium, solidus at 1125@ F, and liquidus at 1145@ Tract 14162 2. The Contractor shall make neat and legible notations on the record drawing progress sheets or materials for the equipment or materials listed on the F• CO daily as the work proceeds, showing the work as Drawings and Specifications, he may do so by providing Exp. O actually installed. For example, should a piece of the following information to the City of Rancho Cucamonga F. GateValves: I equipment be installed in a location that does not for approval: APPROVED BY: DATE: U " II CITY ENGINEER t,�Jl[.1.(M RCE. 495 match the plan, the Contractor must indicate that 1. Ball Valves (1 a and smaller) D 1�/ � /1 I equipment has been relocated in a graphic manner so 1. Provide a statement indicating the reason V V /moi4Zc� as to match the original symbols as indicated in the for making the substitution. Use a separate sheet a. Ball valves shall be a 125 Ib DESIGN PLAN PREPARED BY: RECOM irrigation legend. The relocated equipment and of paper for each item to be submitted. SWP bronze valve with threaded ends and shall Dale Waldo Landscape Architecture DW � dimensions will then be transferred to the original be equipped with a stainless steel handle. D W L A I record drawing plan at the proper time. 2. Provide descriptive catalog literature, b. Ball valves shall be Nibco T- 59 Rockport Irvine C o/I f o rn I c 92602 p Dale Waldo Londscope Architecture 00 performance charts and flow charts for each item to 585-70-88 or approved equal. Phone (714) 730-3947 ° I- QX D�°'`"" 59 Rockport Irvine, California 92602 SHEET O be substituted. C. All Ball valves shall be ( ) ( ) (714) 730-3987 DW Phone 714 730-3947 • Fax 714 730-3987 L8 10 V' installed per detail. License number 2528 OF Z 3. Provide the amount of cost savings if the License num ber 2528 substituted item is approved. CHECKED D W N 2 Z Z8 DRAWING No. o�-»s �' i?3 I - L DATE/T R.LJL NO QJ C.S SHEET OF Q. Miscellaneous Irrigation Equipment: S. On ('VC to metal connections, flu Contractor shall work the metal E. 1'rnfTic: The Contractor is responsible for all temporary traffic A. Provide all miterials and cquipnlent, rnul cr , Pc' ry flue barriers and detours incidcnlal kp the soil P fi inn all work ncccssar. Pir 1. Refer to tile irrigation Plans for sizes and types Of misccllanevus irrigation conneclipns first. Tcfton tape Or approved.eyual,shall be used on all threaded C'Ierrn-up shall be made aS each portion of work Ingresses. Refuse and excess dirt shall he required by him for the constnrclion of the rO' preparation and finish• ) ,and project All temporary traffic barriers and shown on plans,as rcnsunah f nnh grading of all pl:v16119 and Inwo areae as equipment. IVC'to IVC:,and on all (hrcaded PVC to metal joints. Light wrench pressure removed from the site, all walks and paving shall be bloomed or washed dowel, and any detours shall conform to all conditions required by the Cil o' ov I} implied,or as dcliocat City g erring autharitics. cd in the sItecificalium. is all that as required. Where threaded PVC connections arc required, use damage sustained on the work of others shall he repaired to its original condition. B 1•umrshulE plucemenl'toil r•ldm� , 2. All miscellaneous irrigation equipment shall be is specified or approved Threaded PVC'adapters into which the pipe may be solvent welded. 1.05 Defective and Unauthorized Work; g b•,f topsoil for backfilling of planlcrs if required. equal. 1.09 FINAL SITE OBSFRVA'IION PRIOR TO ACCEI''I ANCIi C. ("Caning and finish grilling li. Line t'Icirancc: All work which is dclemtined by inspection to he defective in its construction or deficient in b.dog of planters rrrcas and Planting areas. fAR'f 3 EXECUTION A. The Contractor shall operate each system in its entirety for Ulc City of Rancho any of the requirements of the plans and specifications, shall be remedied or removed,and 3.02 'fO soil: 1. All lines shall have a minimum clearance of six(G)inches from each other and p Cucamonga al time of final observation. Any items deenled not acceptable by the replaced by the C'ontractar at his own expense in a manner acceptable to the Landscape 3.01 OBSE'R,VATION Or SiTE CONDITIONS twelve (12)inches from lines of other trades,with the exception of the eonlrnl City of Rancho C:ucantongn shall be reworked to the complete satisfaction of the City Architect and City. wire sleeve(%) which shall be,'llistalled adjacent to pressure supply line. of Rancho Cucamonga A. fi D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the planting plan will not accepted and 7.01 Scope of Work: will be replaced at Contractor's expense. G SizgLgf Pl�ut�-Shall be as stated on the Plan. Container stock(1-gallon, 5-gallrni, Provide all materials, labor and equipment necessary for, or incidental to. performing all and 15-gallon)shall have been grown in containers for at least one (I) year, but not maintenance requirements as reasonably implied or as delineated in the specifications including,but not limited to the following: over two(2)years. Maintain rill plants and planted areas. P. Substitutions - Substitutions for indicated pladt material will he permitted provided Keep planted areas free of weeds and debris. the substitute materials are approved in advance by the City, and arc made at no pane trent and sMubs. additional cost to the City. Except for authorized variations, all substitute plant Fcrlili trc7Cd all plants and planted areas. materials shall conform to the requirements of these specifications. irrigation. G. Plants Not Approved-Plants not approved are to be removed from site immediately Insecticide spraying. and replaced with suitable plants 'I'he City reserves the right to reject entire lots of plants represented by defected samples. 7.02 Fcnilizcrs: II. Stake all trees,as per details immediately after planting to prevent wind damage. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Pius, and 12-8-8 Gro- Power Controlled Release Nitrogen, as designated herein, or approved substitute as 1. Plant trees that are to he located in lawn or ground eov&areas after finish grades are required by the Agronomic soils report. Available from Gro Power(909)393-3744. first established and allow at least 7 calendar days prior to installation of said lawns B Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24% or ground cover to provide for thorough watering of trees. All planting holes shall I,c excavated as defined on appropriate details. sulfur and shall be registered as an agricultural miner,with the State Department of Agriculture in compliance with Article 2 -"Fertilizer Materials," Section 1030 of the 4.03 Soil Amendments: Agricultural Coote. Soil amendments shall be as recommended in the Agronomic soils report 7.03 Genesi: 4.04 'frees Stakes: Maintenance shall start immediately after landscape irrigation and planting. 'Free slnkes shall be lodge pole pine tree stakes. See tree staking detail on plans for further "Mlintain'all plants and planted areas on a continuous basis asithey are installed during the information. progress of the work, and continue to maintain them until final acceptance of total Proiecl. Replace any dead or dying plants as directed by the Landscape Architect and City PART 5-GRO.UND COVER AND BEDDING PLAN•f5 representative 5.01 Scope of Work: A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a Provide all materials and equipment and perforin all work necessary for and incidental to minimum. Damage to irrigation system resulting from maintenance and equipment installing all ground cover and bedding plants,as shown on plans,as reasonably implied,or and/or maintenance personnel,shall be restored to its original condition at no cost to delineated in the specifications. the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without 5,02 Bedding Plants: written permission from the City. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas a1 and of the species and variety shown on plans. intervals not to exceed 10 calendar days. 5.03 Ground Cover•. I he Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. Ground Cover: Provide ground covet of tim species shown on plans. Ground cover shall he established and well rooted in flats or similar containers. C. Pest Control: Spray all plants and planted tjreai at,beginning of maintenance program and as miry become necessary thereafter by an approved method of pest control, to 5.04 Mulch: 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 Mulch: Shall be of compacted wood chip fiber. control. 5.05 Coordination: D. Pruning: Prune all plants as designated and dirt-cted by Landscape Architect,at Stan of maintenance program and continue to prone plants as directed or as may become A. 110 not have plants delivered to tho job rite until site conditions err ready for planting. necessary until the end of the maintenance program. If planting is delayed, keep plant roots moist and place in a sheltered location protected from the sun,wind and other damaging elements. Remove trash weekly. Edge ground cover to keep in bounds and(rim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; B. Soil preparation and fine grading shall be completed and trees and shrubs installed repair damage. prior to bedding plants and ground cover planting. pAR"I'g_AC_�IPTANCL•OF PROJ 5.06 Installation: 8.01 General: Plant ground cover and bedding plants in moist soil and splice as indicated on plans. Upon completion of installation,a maintenance period of it minimum of 180 days for all landscaped Each plant shall be planted with its proportionate amount of soil so as to minimize root areas is required prior to final acceptance of the work by the City. The Commencement duce for the disturbance. Soil moisture shall be such that soil does not crumble when removing plants maintenance period shall conmtence upon written approval for all phases of planting installation by from container. the City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics Regracle planter areas after planting, to restore smooth finish grade and to insure proper and cstablishn,cnt. surface drainage. A 4" layer of mulch material shall be spread over the entire planter area A. 'fwo inspections shall be made that affect the establishment period: The first after all after grade is established. Watering shall begin immediately after mulching. (Grading shall plantings have been completely installed in order to approve the beginning of the accommodate the mulch) establishment period, and the second at the end of the establishment period. If plantings are not acceptahle at the end of the 180 day period, due to defective 5.07 Protection: maintenance,then continue establishment until all work meets with life Specifications Frect temporary fencing or barriers to protect planted areas from damage prior to final and can he approved. acceptance. B. At ternnination of establishment period all plant material shall he live, healthy, undamaged,and free of infestation. Inferior plantings shall be replaced and brought PAR-F6-WEED ABATEMENT to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. 6.01 Scope of Work: Provide all material, equipment, and labor necessary to perform all work as indicated on plans,as reasonably implied,and as delineated in the specifications. 6.02 Quality Assurance: A. The Applicator of all weed control materials shall he licensed by the Slate of California as a Pest Control Operator and a Pest Control Advisor in addition to ally subcontractor licenses Iha(are required. B. All materials and methods Hurst conform to Federal,State,and Local Regulations. 6.03 Submittal: Prior to file installation of any weed control materials,the landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per acre �� CA A `/y; intended for use in controlling the weed types prevalent and expected on the site,as supplied v by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor O O and Landscape Architect and City data to demonstrate the compatibility of the wecd control materials and methods with the intended planting and seed varieties present. 6.04 Responsibility and Coordinalion e A. I,andscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and to notify the public. B. No material or methods shall affect the landscape planting or hydroseed gern,innlirn,. DESCRIPTION OF REVISION DATE �� No material or method shall render the job site unusable for more than 10 days from 5 APPROVED date of application. OTI CITY OF RANCHO C U C A M O N G A 6.05 Non-Selective Herbicides: O ) /� ct herbicide and/or non-selective systemic herbicides (as recommended O SPEC! (([�I CA T I 0 N S Non selective cont a by the Pest Control Advisor) Landscape Maintenance District 6.06 Selective I IcrbicidcS: Streetsca perea Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the PesfControl Advisor) ANDSCO Tract 14162 0 6.07 Weed Eradication: Q +f I If in the opinion of the Pest Control Advisor, perennial grass". and weeds existing in the ya �y " planting areas will require control prior to removal, Spray these areas per Pest Control APPROVED BY: DATE: Adviser's recommendations. � r'^ CITY ENGINEER tO < n D W L AIli RCE: 24953 A. Prior to the installation of the irrigation system rem6ve and clear all weeds and (X $ignahue deleterious nnaterials from planting areas. Dole W a l d o L a r) d s e a p e Architecture DESIGN PLAN PREPARED BY: REC D I X11 dead weeds to a depth of 1"-2" DW D W L A O Allow herbicide to kill all weeds. Rake or hoc offall P s �re ��,��' 59 Rockport Irvine, Ca 1 i f o fin i a 92602 below the surface of the soil. Physically remove all weeds from the site. DRAWN Dole Waldo Landscape Architecture N lglf of eA�� ° Phone (714) 7-30-3947 Fax (714) 7-30-3987 59 Rockport Irvine, California 92802 SHEET Z DW Phone (714)730-3947 • Fox (714)730-3987 L10 10 Q PART 7-LANDSCAPE MAIN•fENANCE License number 2528 License number 2528 OF �X�• 12_/1//D�— 01-116 CHECKED lel,>t�N Q?. jZ� DRAWING N0� Q V DATE R.LA. N� 17 3 1 L U SHEET I � OF