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HomeMy WebLinkAbout1494-L DEVELOPER/OWNER LANDSCAPE ARC I - CTURAI , PLANS WAT IEMPIRNLAND- - INC . 9035 11 /VEN J1 VEO TRACT 14381 - LOT A PASEO BLDG * 2 , SUITE 102 RANCHO CUCAMONGA , CA 91730 LANDSCAPE MAINTENANCEDISTRICT NO . � 7 ( 714 ) 989 - 5663 VICINITY MAP GENERAL NOTES SHEET INDEX 1. An Encroachment Permit shall be obtained from the City Engineer prior to commencing 11. All trees are to be located: ten feet from any street light, power pole, or reinforced any work concrete box: five feet from any drive approach, fire hydrant, underground structure 2. All work shalt be performed according to current City Standards and the Standard (e.g., catch basins, vaults), and sewer lateral or clean—out; and three feet from any Specification for Public Work Construction. water meter or sewer line. 3. At the conclusion of rough grading, an agronomic sons report shall be furnished to the 12. Supply oil work and materials, appliances, tools, equipment, facilities, transportation 1 COVER SHEET PROJECT SITE City Inspector , and all such recommendations from such a report shall supercede sons and services necessary for performing all operations of the 'Landscape Installation' ammendment recommendations shown on the plans. as identified In construction documents. The Contractor shall maintain a qualified supervisor on the site at all times during construction through completion of pick— 2 C 0 N S TR U C T10 N PLAN •4. Upon Completion of Installation, a maintenance period of one hundred and eighty (180) up work. days Is required prior to final acceptance of the work by the City. Maintenance shall Include sowing, weeding, Irrigation, pruning, raising tree root bans which settle below II& Prior to submitting bid, examine the site and the conditions thereof. grade, fertilizing and applying such sprays as ore necessary for proper care and upkeep. 14. Protect this work and the Owners property from damage as c result of this work. T Maintenance also includes all repairs, replacement, cleaning and odjusting necessary to R� 24th. ST. 3 CONSTRUCTION DE AILS, LEGEND, & NOTES '' keep the irrigation system In good working order with proper coverage. Commencement 15. Apply and pay for all permits required for this portion of the work. �' �►1 date for the maintenance period shall be approved in writing by the City Inspector. 18. The Contractor shall ca workman's compensation, y property < < < Maintenance period shall be adequate to verify plant characteristics and establishment. my P public liability, and ert damage Insurance as required by the owner. 4 IRRIGATION PLAN 5. One controller chart shall be provided for each controller. Controller chart shaft be the 17. All specifications and installations shaft conform to the details, legends, and SUMMIT AVE maximum size the controller door will allow and show the area covered by the automatic specifications. controller. The chart Is to be a reduced drawing of the actual as—bullt system. However, >- 5 IRRIGATION DETAILS < in the event the controller sequence Is not legible when drawing Is reduced, It shall be 18. These notes shall be used In con)Qction with the plans and any discrepancies shall Z U5 enlarged to a size that will be readable when reduced. The chart shall be a blockline be brought to the attention of the Landscape Architect/City. = 3 print, and a different color shall be used to show the area of coverage of each station. W (PROPOSED) FRWY. When completed and approved by the Public Works Inspector, the chart shall be 19. The drawing and specifications represent the finished structure. All bracing, temporary ----- -------- -------- ------------------------- supports, shoring, etc., Is the sole re 6 IRRIGATION DETAILS, LEGEND, & NOTES HIGHl.ANO AVE. hermetically sealed between two piece; of plastic, each piece being o minimum of 20 PP 9• sponsibtlfty of the contractor. Observation visits mils. thick. The chart shall be mounted using Velcro or approved equal type of tope. to the )Db site by the City Representative do not Inlude inspection of construction These charts must be complete and in place prior to final acceptance of work by the methods and safety conditions of the worksfte. These visits shall not be construed City. as continuous and detailed Inspections. 7 PLANTING PLA N 8. 8• wide x 8' deep concrete mowstrips shaft be provided between all shrub/ground cover 20. Design, materials, equipments, and products other than those described bioew or areas and turf areas. Mowstrips shall also be provided beneath metal fencing and where Indicated on the drawings, may be considered for use, provided prior approval is City maintained ares are adjacent to privately maintained areas. obtained from the Owner, Landscape Architect, and the application governing code g PLANTING DETAILS, LEGEND, & NOTES authority. 0SC,,0 7. Sidewalk layout Is conceptual only. Approval of the final sidewalk k shall be mode the field and adjusted as necessary to meet field conditions as approved by the Public 21. Conditionsnot specifically shown shell be constructed similar to the details for the respective materials. 0 �, Woks Inspector and pro)ect Planner to final construction. 9 LANDSCAPE SPECIFICATIONS 22. Refer to specifications as of the constructed documents. v �� _ r" 8. Application of any chemicals shall be State licensed personnel. All pesticide applications require P.C.A. recommendations. Grading Standards for City maintained areas shall be: 9. Any trees within 5 feet of walls, wanks, curbs or other, potentially root—damaged * Sldewolk maximum 8.3% 10 LANDSCAPE SPECIFICATIONS — w' -- � hordscope shall be Installed with root control barriers. Prior to backfnling tree(s) . Maximum slopes In turf areas 5:1 Dar plantings, contractor shall have City Inspect root barrier Installation. • Maximum slopes In groundcover areas behlnd sidewalk and curb 2X 101, • Maximum slopes In ground cover areas behind sidewalk 3:1 10. No trees shall be planted within the three feet of curb;. • Maximum 2-4X grade crossing Community Equestrian trait. 9lFOF CAt.1`r��� MAINTENANCE RESPONSIBILITY MAP / KEY MAP ABBREVIATIONS ® At HPW Horse Power REQ. REQUIRED PLANS PREPARED BY: IRRIGATION CONSULTANT: ADJT Adjacent INV Invert R/W Right of Way B.C.R. Begin Curve Radius iRR Irrigation S.C.E. Southern California Edison BLDGS Buildings M.C.V. Manual Control Valve SCH Schedule * G.L. MOTSHAGEN ASSOCIATES, LTD. C.M.U. Concrete Masonry Unit M.W.D. Metropolitan Water District SPECS Specifications 711 W. 17TH STREET SUITE G-9 CLR Clear MAX. Maximum SPNKLR Sprinkler TRACT 14381—LOT 'A' CONC Concrete MIN. Minimum SQ. Square COSTA MESA, CA. 92626 D.G. Decomposed Granite N.I.C. Not Included in Contract STL. Steel (714)722- 2967 DIAM. Diameter NO. Number T.C.B. Top of Catch Basin PLANK P413-DESIGN-LANDSCAPE ARCF# 'ECTURE DRWGS Drawings O.C. On Center T.S. Tubular Steel * 3100 Bristol Street, Suite 100 TRACT 14381 BOUNDARY E.C.R. End Curve Radius P.A. Planting Area TYP. Typical Costa Meso, CA 92626 (714)540-4700 CIVIL ENGINEER: F.O.C. Face of Curb P.O.B. Point of Beginning VENT Vertical 10790 Civic Center Drive, Suite 100 GAL Gallon P.O.0 Point of Connection w/ With Rancho Cucamonga, CA 91730 (714)989-2232 EN TEC CONSULTANTS INC. s GALV Galvanized P.S.L. Pressure Supply Line YR Year * , GPM Gallon Per Minute PER Pertaining to C 1355 E. COOLEY DRIVE HDS Heads R. Radius � P COLTON, CA. 92324 Altura Drive EJ. Expansion Joint WPJ. Weakened Plan Joint ooK Drive � 714) 825- 2127 LANDSCAPE QUANTITIES GVCAMO fi .0 5 kto Drive O o l a° Cormell Knolls DriveP CITY a 8 8 0 /aDESCRIPTION OF REVISION DATE APPROVED ii C4 LANDSCAPE r VV 3 PLANTING AREAS 44 _ CITY ❑ E RANCHO CUCAM 2 Corn BOTANICAL NAME SIZE QTY ❑ N G A ��° o 0 Te' s Court Drive TREES TOTAL IN R.O.W. COVER SHEET I IDAMBAR STYRACIFLUA 'PALO ALTO' 15 GAL 10 EA. N SOPFiORA JAPONICA 36" BOX 1 EA. SHRUBS WATT INLAND EMPIRE � � ESCALLONIA COMPACTA A 218 EA. TRACT 14381 - LOT A P A S E O RHAPIOLEPILEPIS INDICA CLARA 160 FA. XYLOSMA CONGESTUM 'COMPACTA Al­ 108 1ST SUBMITTAL 1/11/91 APPROVED BY /� - DA1`E41— R.C E. N 0 �___ VINE 2ND SUBMITTAL 3/15/91 CITY ENGINEER v R PARTHENOCISSUS TRICUSPIDATA 5 GAL 10 EA. 49_53 LANDSCAPE MAINTENANCE DISTRICT GROUNDCOVER 3RD SUBMITTAL 5/7/91 DESIGN RECOMMENDED — GAZANIA 'MITSUWA YELLOW FLATS 12" O.C. 1000 4TH SUBMITTAL 11/7/91 A.J.S. AREA INCLUDED IN THESE PLANS. TURF H YDROSEED 2200 S.F. 5TH SUBMITTAL 3/2/921 ST APPROVAL DRAWN sloe 06" show, seras SHEET COARSE GRIND SCHREDDED MULCH 4870 S.F. - -- - - �-_ w. * ) 6TH SUBMITTAL 2/15/93 CITY STD. UPDATE T.M.M. HARDSCAPE (WALK2080 S.F. lF 1Q TOTAL S.F. CITY MAINTAINED AREA: 10,150 S.F. TOTAL ACRES CITY MAINTAINED AREA: .23 ACRES. 7TH SUBMITTAL 3/11/93 CHECKED DRAWING NO. RCE(INCLUDES HARDSCAPE) TOTAL ACRES IN R.O.W.: 02 ACRES. 8TH SUBMITTAL 3/22/93 2ND APPROVAL R.E.J. DATE FU NO �/ L SHEEJ NO. OF GENERAL NOTES: CONSTRUCTION L CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACAC4)RDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP t0 GAL-OSHA SAFETY ORDERS REGARDING PERr--ORMANCE OF WORK 2. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES STRUCTURES, THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 3. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADING WHEN IT 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/ OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REFIFIrSENTATIVE. THE CON- TRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE OF SUCH NOTIFICATION. 4, WHEN THE WRITTEN DIMENSION 15 DIFFERENT FROM THE SCALED DIMENSION THE SCALED DIMENSION SHALL PREVAIL AND THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WOW IN THE AREA IN QUESTION. 5. THE LOCATION OF WALLS, PILASTERS, SLOPES AND PROPERTY LINES NOT SPECIFICALLY IDENTIFIED ON THE PLANS SHALL BE PER THE CIVIL C41&1764H ENGINEERING PLANS. r L`r FE-R- allo' _ 1 .. s b. THE CONTRACTOR 54ALL VERIFY ALL DIMENSIONS M THE FIELD PRIOR TO CONSTRUCTION. PRIVATE PROPERTY SLUMPSTONE 1. ALL CURVES TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. / PERIMETER WALL FOR REFERENCE ONLY, S. CONSTRUCTION ELEMENTS SHOWN ON THE DRAWI�sB 5HA-L BE INSTALLED PER 5UILDING DEPARTMENT PLANS. EITHER PARALLEL OR ON A 90' ANGLE TO ANY REFERENCED WALL, FENCE, CURB OR OTHER ELEMENT, EXCEPT WHERE OTHERWISE NOTED f AND/OR SHOWN ON THE DRAWINGS. �f PRIVATE PROPERTY STUCCO WALL % FOR REFERENCE ONLY, PER BUILDINGS i 3 THE CONTRACTOR 5HA-L LAY OUT AND VERIFY ALL DIMENSIONS PRIOR TO DEPARTMENT PLANS X ca4 OF: THE ANY DUTHORI ED RE SHALL TA IVE. t TO tHE ATTEN- w � TION OF THE Old�1ER'S AUTHORIZED REPRESENTATIVE. J D 1 MOWSTRIP 8" WIDE 10. SIDEWALKS 5N CONS R T CIVIL R PLANS. 3 LENGTH OF MOWSTRIP TO 8E CONSTRUCTED �. DEWAL ALL BE CONSTRUCTED PE HE C V L ErE 5 PL S WITH SMOOTH, CONTINUOUS CURVES — 11. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PERTINENT SITE •�J I IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS t T T I CONDITIONS, T Q DI CONCRETE HEADER, b" WIDE � PLAN CANNOT BE FOLLOWED DUE O S TE GOND ONS, THE CONTRACTOR �� �S` ' SHALL CONTACT THE OWNER'S AUTHORIZED REP2ESENTATIVE FOR S,a �� F� I � INSTRUCTIONS PRIOR TO COMMENCING WORK p� 12. THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE FOR ALL WORK 8' CONCRETE WALK PER CIVIL PLANS - - - ��o�`� ASSIGNED OR TRANSFERRED TO THE SAME EXTENT AS IF HE HIMSELF �j �^ WERE DOING OR �4AD DONE THE WORK �� I \,��� CALLOUT NOTE LOT 20 _��� .....�� DETAIL NUMBER D81Akk LF$'BTOtF PERTIE ER WALL w �vwmw ow swim M w"w M Mwwwwow"01 w.�+���wr���isw�w�ewr \ /� \� SHEET NUMBER --1---- �0 R41-011 �� ----T---- wr—W W— t lowl0rumm w ,L � — --�•- -_ .� .� � --mss_ LOT N3 D I CONCRETE HEADER, 6" WIDE 3 NOTE: COORDINATION WITH TR141313 SIDEWALK PLANS SO THAT BOTH SIDEWALK WIDTHS AND LAYOUT MATCH. DESCRIPTION OF REVISION DAMRO APPROVED CITY OF RANCHO CUCAMONGA `ANpscAp- WATT INLAND EMPIRE '```R,' &`. HJ�F 4s9�ti W 4&�� n TRACT 14381 — LOT ' A ' PASEO Sn n sl,T �a`P APPROVED BY - DATE OF crwL � CITY ENGINEE awl R.C.E. NO.24953 DESIGN RECOMMENDED; DRAWN 3100 Bristol Street, Suite 100 SHEET T_M.M_ Costa Mesa, California 92646 2 of 1 (714)540-4700 SCALE ' - 20 " - 0 "" CHECKED DRA"NG N0. 1 RM Pro. R.E.J. DA77: FUZ NO. - SHEET NO. OF r[/ .•✓' � CONCRETE HEADER _ 11/1' RADIUS EXPOSE�� ' IN LAWN / (INSTALL A EDGES D GRADE LEVEL SAT SWALEH PER �N y &u..-. oNoW+J . �ib� _j� s" OR 8"1 CROSS:NGS) I—r� 1 OF ppi Z7 FINISH GRADE s ,-� .- OMIT T _ � StC71�W1�1,iC_-5 W� i ' 1 1' IL f _ _ _ SLUMPSTONE WALL WITH CAP _ amu- Fod'I t c sj G ma cr Pl. tRE-BAR CONTINUOUS {UNLESS OTHERWISE INSTRUCTED) t_ j7 4v� 111!P7 - - s - • L. f — 12 '.i sops 1.07: w =ROVIDE SCORE „DINTS A' '0'-0" o.0 AND 3 '8 EXPANS ON _DINTS s" 2C'-7" O.0 2. 8' WIDE CONCRETE HEADER BETWEEN CITY - MAINTAINED TURF & GROUNDCOVER -40 a AREAS & BETWEEN CITY MAINTAINED TURF & PRIVATELY - MAINTAINED AREAS. STANWD PLM+ 528 SHEET 1 or 1 TYP . 5EC71ON5 TYP. SLUMP5TONE FERIMTER W,4LL 3 * D MOUJSTRIF / CONCRETE HEADER 1 WALL OR FENCE MAY OCCUR V2" RAD I CORNERS 6" STUCCO PILASTER 2'-2' SO WITH STUCCO P STER 1'-6' SO. WITH II I n IS%-4ED GRADE STUCCO CAP 1' 9' S UCCO CAP I I TUI 2 r `�u�•7�� 6' SOS ( Z S CO WALL WITH 5' I ULC 4 AREAS _ ;D STU CAPWIT `� 1 Ii� Iii - I ( Iii IIIA ' • ' I I_III V CHA , O''VARIES INTERIOR STREET-}; -- 2. I � IIIIIII I � I_I= - I , III I = TROWEL FINISW .00 -I - i-- _ A T I r3 FEBAR CONT. • I ISI,III Il llli l-Ild � t • CITY MAINT �0 A _A 4 PRIVATE MA AItID AREA � INU1. PROVIDE 3/8 I D o.c. T - . PROVIDE T r` JOINTS 10'-0" O,C.(TYP). 3. CONC. W ER TO OCCUR BETWEEN CITY AND PRIVATELY MAI REAS. 4. PRO V I%" PREMOLDED EXPAN. JOINT W14ERE ADJACENT TO WAC T. S ION 1-011 WALL �AD�R (AT FJEGT A5 O STUCCO CONCT� � LIMIT LINES) DESCRIPTION OF REVISION DATE CITYAt�ovfn CITY OF RANCHO CUCAMONGA WATT INLAND EMPIRE TRACT 14381 - LOT ' A' PASEO O`p,NDSCAPF APPROVED BY - DATE��� s� CITY ENGINEE , R.C.E. NO.?4953 DESIGN / RECOMMENDED, - A.J.S. c DRAwN3100 Bristol Street, Suite 100 SHEET °iu T.M.M. Costa Mesa. California 82848 �_ or 1�.L sl P (714)840-4700 OF C k0Fz� CHECKED J DRAWNG NO. R.E.J. F= so. -L SHEET NO. OF CITY PRESSURE CALCULATIONS STAND ALONE CONTROLLER WITH PHONE LINE I WATER METER • I- sfff /01" ELEVATION /1171 IRRIGATION LEGEND 6TATIC PREWRIE Nom+ 5 Low A�f SYMBOL ARC RAD. TRJ DESCRIPTION PSI- GPM MANUFACTURER BODY NOZ. DETAIL SOURCE Of INFORAIATTONu1'1l�JtA C�✓.vd/ij�� p,)t*,�,^ AS APPROVED PVC CLASS 315 PRESSURE MAINLINE FOR PIPE 2' DEPTH TO BE 24" PHONENUMSEA ----AS APPROVED PVC SCH 40 PRESSURE MAINLINE FOR PIPE 1;" AND SMALLER DEPTH TO BE 1M•• DATE of iNFOAMATION ! CALSENSE CONTROLLERAS APPROVED PVC SCH 40 NDN PRESSURE LATERAL LINE DEPTH TO BE 12' ~ � � � MODEL NO PER PLANS I —AS AS APPROVED PVC SCH 40 SLEEVE FOR PIPE AND WIRES UNDER ALL HARDSCAPE DEPTH TO BE 24" b 90° 13' 15 15- LOW ANGLE STREAM SPRAY 15 .59 RAINBIRD SAM PRS 1812 160-SLA 7 H.O.L. MEAN ELEVATION IREOVIRED IF STATIC PRESSURE Vf.KNOhTv) L180° 13' 15 15° LOW ANGLE STREAM SPRAY 15 1.18 RAINBIRD SAM pM 1812 16H-SLA 7 wariR METER 120 VOLT DUPLEX —� I �'i J CALSENSE HARNESS p 90° 13' 35 35- STD. STREAM SPRAY 15 .59 RAINBIRD SAM PRS 1812 22Q-SS 7 ELEVATIONi) /77/ OUTLET IGF CII V 180° 13' 35 35° STD. STREAM SPRAY 15 1.18 RAINBIRD SAM PRS 1812 2264-SS 7 5/f, i 4» �+--- TERMINAL srRlPs ro X 3600 13' 35 35° STD. STREAM SPRAY 15 2.37 RAINBIRD SAM PRS 1812 22F-SS 7 A E MQr6 CONTROL VALVE jo14 SITE ! e' MATCH CONTROLLER RJ-11 PHONE JACK ,i SIZE ATTACH IRRIGATION R m 90° 10' 15 15° LOW ANGLE TURF SPRAY 30 .39 RAINBIRD SAM PS 1806 100-LA 6 µ U aX:uMDEJUNO jZ_ a.r.Ac I REMOTE PIGTAIL MFG PER PLANS 1800 10' 15 150 LOW ANGLE TURF SPRAY 30 .79 RAINBIRD SAM PRS 1806 IOH-LA 6 FLEVAnCNOF Q (fi FIELD WIRES 90° 12' 30 30- LOW GAL. TURF SPRAY 30 .65 RAINBIRD SAM PRS 1806 12Q-LG 6 HIGHEST MEAD 7/ 2- SCH s0 PHONE ✓✓ I PRESSURE V R.C.Y. /3 CONDUIT FOR PHONE. � i . �— P.SJ' MODEM HOOK JP I n 180° 12' 30 30° LVW GAL. TURF SPRAY 30 1.30 RAINBIRD SAM PRS 1806 12H-LG 6 OTM 'mow P.S.I.to, Q 360° 12' 30 30° LOW GAL. TURF SPRAY 30 2.60 RAINBIRD SAM PRS 1806 12F-LG 6 /lle WATEA METER :4:O (b 90° 15' 30 30° STANDARD TURF SPRAY 30 1.58 RAINBIRD SAM PRS 1806 15Q-STD. 6 TL P. 6ACKPLOW DEVICE 1800 15' 30 300 STANDARD TURF SPRAY 30 1.85 RAINBIRD SAM PRS 1806 15H-STD. 6 �w OATEVALVES ENCLOSURE MOUNT �/�- -® WASTER VALV9 L` 8 360° 15' 30 30° STANDARD TURF SPRAY 30 3.70 RAINBIRD SAM PRS 1806 15F-STD. 6 +� PRESS. REG_(FALLOFF) A, NOTES -"0 - BACKFLOW PREVENTER FEBCO 825Y 8V 4 90' �� MAN LINE 1. REMOTE CONTROL VALVE RAINBIRD EFS-CP-PRS 2 MAN UNE 5 t. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL 1l CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR Q QUICK COUPLER VALVE RAINBIRD 33DL;'C 3 � � RLA4OTECON•TROLVALVE ASSEMaLT �. Z PRIOR 70 CONSTRUCTION. H GATE VALVE NIBCO T-113 5 17 LATERAL L+NELOSS 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN A AUTOMATIC CONTROLLER CALSENSE 2100-FI SERIES 1 _ 6_ LATERAL WE LOSS (a�C SEQUENCE Of REMOTE CONTROL VALVES. F FLOW SENSOR CALSENSE 220P B —�2 Z° LATERAL LAZE LOSS '�• 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH ® MASTER VALVE HARDIE 102N/0 8 FlmNGSLc-*S(10%) -- ` BRANCH OF TAE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE ELEVATO/I CMANOE U WIRE AT THE =NCLOSURE. P PRESSURE REGULATOR WILKINS 500YSBR 8 =i 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. E ELECTRIC PEDESTAL 120V 60CYC;? AMP SERVICE MI'5!S-1EUGW1-2M I TOTAL$Y$TEMtOSSES: 33•II 5, NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE M WATER METER 1 1/?" CUCAMONGA COUNTY WATER DEPT. H PRESSVAITOOPE0.ATEMEAD: 0— CONTROL VALVES. �-- —DENOTES VALVE STATION NUMBER 6 PHONE UNE CONDUIT TO BE CONNECTED TO NEAREST APPROVED '------DENOTES GALLONS PER MINUTE DEMAND TOTAL PACSSURER£OUtREO: 63.II TELEPHONE SOURCE AND BE OPERABLE PRIOR TO THE CITY ACCEPTANCE -DENOTES SIZE LOWEST$TATIC PRE SSVREAYULASLG / THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PHONE COMPANY APPROVALS PERMITS AND INSPECTIONS. PRE•bCT REGUUIT>ED►RFS;VAE OF REQUIRED): Z ADD TO CONrItOLLER ' I aL z4 pc pfamA rNT RcMoTE Commm M&TAEL RESIDUAL WA TERPRfSSURf_ 1$ 9 CITY OF RANCHO CUCAMONGA, CALIFORNIA ADD To ENCE�U�eE : 'TELPI'FbN1F CAIt1.E ArNo sir uP PottMoDEM GaTYREOViAED RE510VAL WATER MfSSVRE' ��PSI gooRGvE:: Bl' CONTROLLER ASSEMBLY STANDARD PLAN N,�.fiOYlicP �r9z INSTALLATION — TYPE A 541 ` F wIC7"' ENGINEER DATE] USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF i x i— IUI- � Y L O t Al j2• LL BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PER (a CUCAMONGA COUNTY WATER DISTRICT STANDARDS. BACKFLOW DEVICES ARE TO BE THE PRESSURE REDUCING TYPE PLACED �,�t �'�� A2 ?j77 PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHEREVER POSSIBLE. A LOT �v 4 20 � vn 23.7 A5 — A9 PIPE SIZING CHART " AT END OF RUNS 1/2 l2ALL PIPE NOT MARKED TO BE / ---- -- 3/4.. IT`, l I. • lift -�- 1," 8111,ON __ y As 95 NOTE: IRRIGATION FOR SLOPES IS TEMPORARY, -�- 2," ti :: _ _-_ _ ___ __ _- ---T- VALVES, LATERALS AND HEADS TO BE REMOVE .. . . . .... . .. .... .. AT A LATER DATE. PERMANENT IRRIGATION SHALL ,� A _ �� - _ _ 114 - - Air BE PER TRACT 14139 PLANS. IRRIGATION SYSTEM DESIGN IS BASED ON jL� PSI @ POC L pei MAXIMUM DEMAND FOR VALVE # A-2 IS 46.4 GPM TY STATIC WATER PRESSURE leYR PSI METER SIZE 1 1/2" / ` \ PRESSURE DATA WAS OBTAINED FROM: CUCAMONGA COUNTY WATER DISTRICT BY: CARLOS FIMBERS ON JANUARY 9, 1991 PHONE NO. (714) 987-2591 LOT 19 NOTE: CONTRACTOR TO VARIFY THIS INFORMATION IS CORRECT BEFORE ~= I I S INSTALLATION, IF THERE ARE ANY VARIANCES, CONTRACTOR TO NOTIFY �L . . . . •. . OWNER FOR INSTRUCTIONS PRIOR TO PROCEEDING.FAILURE TO DO SO COULD RESULT IN CONTRACTOR BEING RESPONSIBLE FOR CHANGES WHICH I /I MIGHT OCCUR. AUTOMATIC CONTROLLER "A" TO BE A CALSENSE2100-R-12, �� lw ---�I • (12) STATION IRRIGATION CONTROLLER.INSTALL IN A - - wER&ww twn5 CONTROLLER/ELECTRICAL ENCLOSURE 120V. POWER HOOK UP TO BE THE RESPOSIBILITY OF THE POINT OF CONNECTION TO BE TO II" WATER METER, LANDSCAPE CONTRACTOR.ACTUAL LOCATION TO BE AS THE PROJECT REQUIRES ONE (1) CALSENDIRECTED ON SITE BY E MOISTURE METER TO BE PROVIDED BY DEVELOPER,EXTEND MAIN SENSOR FOR EVCRY •FOUR (4) VALYES,E. . ,A LINE,INSTALL All/2•FEBCO #825Y BV REDUCMPWSSt1RE A REPRESENTITIVE OF THE CITY OF RANCHO CUCAMONGA. CALSENSE MODEL2100-R-/2 STA REQUIRES 3 MOISTURE TYPE BACKFLOW PREVENTER PER ALL CODES,INSTALL CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING SENSORS,PLACEMENT OF MOISTURE SENSORS SHALL BE II WITH A REPRESENTITIVE OF THE CITY AND CALSENSE. A 2 WILKINS #500YSBR PRESSURE REDUCING VALVE THE RESPONSIBILITY OF THE MANUFACTURER. FOR AND WYE STRAINER,PRESSURE RANGE 75-125 PSI . CONTACT CITY OF RANCHO CUCAMONGA "CITY MAINTENANCE INSTALLATION AND PURCHASE INFORMATION CONTACT: INSTALL FLOW SENSOR PER MANUFACTURES INSTRUCT- DEPARTMENT" TO REQUEST STAFF MEMBER TO BE PRESENT DESCRIPTION OF REVISION DATE ATM�� IONS, INSTALL A HARDIE #102-N-0 MASTER VALVE AT TIME OF CONTROLLER SCHEDULING. CALSENSE CONNECT TO MASTER VALVE CIRCUIT AT THE AUTO- ELECTRICAL SERVICE TO ELECT. METER TO BE PROVIDED BY DEVELOPER. (THE WATT COMPANY) 2075 CARTE DEL , SUITE J CITY ❑ F- RANCHO C U C A M ❑ N G A MATIC CONTROLLER PER THE MANUFACTURES INSTRUCT- CARLSBAD, CALIFORNIAORNIA92009 IONS. (619) 438-0525 CALSENSE MODEL "FM" FLOW SENSOR SH4LL BE INSTALLED WATT INLAND EMPIRE NOTE: IRRIGATION SYSTEM IS BASED UPON WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET INLINE,ONE (1) PER WATER METER,AS PER NOTES,WITH (10) A MAXIMUM OF 3 INCHES WATER PER WEEK LIGHTS, TREES, ETC. ) INTERFERE WITH THE SPRAY DIAMETERS OF SENSOR SIZED PIPE UPSTREAM OF THE FLOW TRACT 14381 > > - LOT T A P A S E 0 APPLIED FOR 8 HOURS A NIGHT/6 DAYS A PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT SENSOR AND FIVE (5) DIAMETERS OF SENSOR SIZED PIPE ptDSC,tp WEEK,BETWEEN THE HOURS OF 9:00 P.M-. 5:00 A.M. PROPER COVERAGE, THE SPRINKLER IRRIGATION CONT- DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE) . FLOW SENSOR SHALL BE INSTALLED A MINIMUM TEN << "f 'f9 ONLY ONE VALVE PER CONTROLLER SHALL RACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM (10) �R� ��� y ° OPERATE AT A TIME. Tum �.5^AOt4-Y. BY INSTALLING A QUARTER OR HALF CIRCLE HEAD ON SENSOR SIZED DIAMETERS UPSTREAM OR DOWNSTREAM y'2 o`` ,- ti �, � :. APPROVED BY DATEII���__ EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDEFROM ANY VALVE,FITTINGS, METER OR BACKFLOW DEVICE. CITY ENGINEE `/��L`G / R.C.E. N0.24953 PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST _ AT NO ADDITIONAL COST TO THE OWNER. (TYP) OF ONE (1) BLACK AND ONE (1) RED STANDARD #14 u'[n� DESIGN RECOMMENDED. IRRIGATION VALVE WIRES. FLOW SENSORS SHALL BE HOUSED ,. T.M. - - IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL f 0" VALVES-SPECIFIED ON PLANS AND MARKED "F.S." FLOW �rq*4"F DRAWN 3100 Bristol Street, Suite 100 SHEET SENSORS AVAILABLE FROM RICH MURRY & CALSENSE EOF CALl"i Costa Mesa, California 82648 4 or 10 LOCATED AT 2075 CORTE IJEL NOGAL,SUITE J,CARLSBAD (714)540-4700 CA. (619) 438-0525 SCALE : 1 — 2 0 —ON CHECKED � NO DRAWfNG N0. DAT'T• ?us NO. SHEET NO. OF L� 24" --- STRONG BOx MODE_ NO: D',ASTiC .'ALVE BOX do COVER: STRUCTURE OR SB-24CR/u0V r SCH 40 PVC MALE ADAPTOR ETCHED "OC" ,CARSON OR EQUAL) HARDSCAPING I BACKFLOW PREVENTER w r-SCH 80 PVC UNION r- -"SNAP-TITS' CONNECTORS ASSEMBLY FINISH GRADE a BRASS OR PVC NIPPLE \ / 1 �- II ELECTRIC CONTROL VALVE � ` _6' MIN. I BRASS NIPPLE - TYPICAL NOTE. 3 AT GRADE IN LAWN AREAS / 8 MAX / (4) PLACES ENCLOSURE TO BE GROUNDED PER 4Im 5 I r-- PLASTIC VALVE BOX LOCAL CODE. GROUND ROD TO BE I MARKED "IRRIGATION RCV' N _-__ _ �- BRASS 90' ELL - TYPICAL INSTALLED INSIDE ENCLOSURE ON (2) PLACES CONTROLLER SIDE. z I (CARSON OR EQUAL) ° ' ° LINE SIZED BRASS �, / 5 w I ETCHED WITH CONTROLLER - �. ;- BALL VALVE -' • �- BRASS NIPPLE a < AND VALVE SEQUENCE _- • . I I -�,r ;_ =i•, • -I -_4 1~ -' ~ ' 6" THICK X 12" WIDE FINISH 6" MIN. FINISH GRADE I-i . -! GRADE a �� 33 DLRC QUICK -I T- C _____ i- CONCRETE PAD (LENGTH VARIES COUPLING VALVE 1; I L 3'-� x s'-E x CONCRETE Z SLOPE TO DRAIN AT MINIMUM N.n. - �-� BRASS WYE STRAINER PER SIZE/MANUFACTURER) % FOOTING INSTALL A MINIMUM OF '! I W/ RED RUBBER r 1; MONE60 CREEK T ABOVE GRADE AND SLOPE !! 27 �J I� SIDEWALK .I f 1 --.© TOP TO 'DRAIN AT MINIMUM OF 2%. � I I _ --- -'~"-` E 1 I / STAINLESS STEEL ;-.1 I 1 / FINISH GRADE I ( Z _ !1 MOISTURE r-, I BRASS UNION -- --:_ - SENSOR ] SCREW CLAMP WHERE _� MINIMUM (3) PLACES COMMON WIRE/CONTROL WIRES IN N I I = REQUIRED Z -� � I•••°• '--• ± ••• - _ T SCH.40 PVC CONDUIT. I-' j I_ = I••- 3/4' WASHED \_ j� 3' PIG TAIL EXPANSION dp CRUSHED ► ° > P a I - r - '- - t20 VOLT WIRE IN RIGID sTEE,` 6- �� �_ LOOP (MIN. 24" LONG) < --- - BRASS NIPPLE - TYPICAL - AGGREGATE SASE °°�► °> - �► °>J a �_; �_� (2) PLACES CONDUIT (PER LOCAL CODE) -� X90' SWEEP ELL _ -- ----- _ - '!' ' TO POWER SIDE OF CABINE- (TYP.) Z !- ~ 1 BRASS ANGLE GLQBE s s. • '� e °�„`„� < ,. z =; F-ROM WATER SOURCE I ;� FLOW VALVE W/UNION ° ° •Aa.�• j -I SCH 40 PVC MALE 1 -L 907 COMPACTION - -;I _ _ SCH 40 BRASS N;PPLE m =I =1 ADAPTORS TYPICAL HEAVY DUTY WEATHER - RESISTANT - I h ELECTRIC METER PER SCE i J p / i i_ REQUIRED (2) PLACES 3 a WASHED II _ CRUSHED AGGREGATE SCH a0 BRASS PPLE - - -' j s. L_- PHOTO ELECTRIC SWITCH FOP SECURITY r 2 LONG L LIGHT CONTROL AS REQUIRED PER I I • p A p •b ' I 1;', v ,= 4' -�PLANS. -- � n a I _- `�� TO f I I- -fT-T �- M:'LR� �=.1- I�.:• , � 1 I I I1 II'= SCH 80 PVC NIPPLE -UNE TO SYSTEMS CALPER PLAINS. TROLLER MODEL No. J CONTROL do COMMON WIRES J L � -- - --� - ELL I 12 X 1 B X '2• CONCRETE BRASS 90' ELL - REFER TO CONTROLLER _ INSTALLATION sTD. �-_ � � THRUST BLOCK TYPICAL (2) PLACES I J � ' SCH 40 BRASS 90° SECURITY LIGHT TIMER REOUIRED PER L_J \ -SCH 80 PVC 90° i I BRASS PIPE WHERE BACKFLOW' DEVICE IS 2 1/2" OR SMALLER. PUNS. FINISH I STREET ELL GALVANIZED PIPE W-!ERE BACKFLOW IS 3" OR LARGER. GRADE a• GROUND ROD SCH 40EBRASS 90° NOLL TES INSTALL PER LOCAL CODES. FOR sEcuR, IcuHr MIN. III! I III Will NIPPLE PEET f SCH IT IrPRESSURE SUPPLY I! I I I ?� SCH 0 'C SX Y' TEE PRESSURE SUPPLY LINE LINE F;- OR k4 REBAR STAKE WIRING. - 120 VOLT VIRE IN RIGID 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY NOTES: STEEL CONDUIT (PER ; ) STRUCTURES OR HARDSCAPING. 2' SCH+ s0 CONDUIT = I I r- LOCAL CODE) 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE 24" LONG 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) FOR PHONE MODEM 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NE)T TO SIDEWALKS. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. HooK-uP. _ -= 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. � 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE: 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND InAt�f PLAN 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STANDARD PLAN 5. LOCATE UNIT WITHIN SHRUB AREAS WHEREEVEP POSSIBLE. ST'N"DA" ►uw VAL UMBER. TYPICAL ELECTRICAL PECESTAL AND AUTOMAT 539 REMOTE CONTROL VALVE WITH 522 QUICK COUPLING VALVE 530REDUCED PRESSURE BACKFLOW 517 CONTROLLER ASSEMBLY � I � 1 SHUT-OFF VALVE a UNION MET I OF I SHEET I OF I PRE-ANI Eft JWET I Or I POP-vP TURF HEAD SE" TO --- HI-POP SHRUB HEAD SE- 70 a MFG'S GRADE SPECS. MFG'S GRADE SPECS. FINISH GRADE FINISH GRADE ; w i 5 m ? ~ ROUND PLASTIC VALVE BOX & - - - - _ L I- w 5 COVER ETCHED "IRRIGATION GATE" a (CARSON OR EQUAL) L-. a FINISH GRADE ;E1 I = l I �1--i : - -- •• 4- �.0 I �I N _TI� �, -�f• j I=Irl-- SCH 80 PVC NIPPLE I ' I I • tr _� r I!i 11- i I (MINIMUM 2" LONG) j BRASS BALL VALVE s to SCH 80 NIPPLE - 6' LONG SCH 40 PVC / - 1 T X T 90' ELL �-�-�---1 Ott Lll MARLEX 90' STREET EI.L U I I CONTRIX O 611R£S i SCH 40 PVC A CALirl u L I \ MARLEX 90 STREET ELL 90 STREET ELL 2 MARLEX 90' ELL - LATERAL FI. NG ` ��-- \� LHON-PRESSURE MARLEX 90' STREET ELL NON-PRESSURE L-NON-PRESSURE LATERAL LINE - v v v p p �,I - LATERAL FITTING WATER LOW IM NON-PRESSURE LATERAL LINE \ SCH 80 PVC NIPPLE 3cr M • Z Z -�- '�PICAL (2) PLACES Q -ANTI-DRAIN VALVE AS REQUIRED f 0 M NOTE: MASTER FLOW -PRESSURE` BACl�LOW WATER - 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING MOW STRIPS, NOTE: ~ HEADER BOARDS, AND EDGES OF LAWN. NOTES- �J/4" ,WASHED CRUSHED 1. LOCATE HEAD 2" -0 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, VALVE SENSOR REGULATOR PREVENTER METER 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. AGGREGATE 905E 2 JSE TEFLON TAPE ON ALL MALE THREADS HEADER BOARDS, AND EDGES OF LAWN. 2. NSTALL CONTROL VALVES A MIN. OF 1.2" FROM STRJCTURES OR HARDSCAPING. r TEFLON c HARDIE 102 CALSENSE WtLKINS FEBGO 825Y BV 3. 'NSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEX- TO SIDEWALKS. 3 :NSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3 INS .E: E TAP ON ALL MALE" THREADS. (WO) 22DP #500YSD'R 4. PACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 3. INSTALL HEADS W'TH INTERNAL CHECK VALVE AND PRESSURE 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. Po•C• 1 11/7* 11/r 6. ATTACH METAL 'VALVE IDENTIFICATION TAG WITH APDROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY. VALVE NUMBER. STANDARD PLAN STANDARD RAN 4. HEAD CONNECTION AT BOTTOM INLET ONLY. STANDARD PLAN GATE VALVE- 3" or smaller 518 POP-UP TURF SPRAY HEAD 532 Ht-POP SHRUB SPRAY 534 TYPICAL CONTROLLER INSTALLATION WITH SHEET I of I SHEET I OF I SHEET I OF I FLAW SENSOR a MASTER VALVE - SLIP BASE SOCKET OVER I END OF WIRES ;o SIm SCH SO PVC UNION Z� STRIP WIRES APPROX 5/8" - ROUND PLASTIC VALVE 80X ec W / OU D LASTC FROM ENDS a COVER ETCHED 'PRESSURE REGULATOR" STEP I -- Z (CARSON OR EQUAL) - r FINISH GRADE - I --r -I I-- I I- 1 ��• I =1 i _ I- LII= PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP SLEEVE 1 N - - BACKFILL - r ^I z - CLEAN SEE SPECS. FOR MATERIAL. ? =I I " STEP 2 - 90% COMPACTION REQUIRED = I - PRESSURE REGULATOF , I =; _ NON-PRESSURE LATERAL LINE: C k PIPE TO BACKFLOW ! SCH- 40 SNAKE PIPE IN IPE FROM -! hH 3' PREVENTOR � APPLY I CITY -I-_� TRENCH ETER , "'-' - AP L SEALER TO INSIDE DESCRIPTION N F REVISION DATE 0 0 APPROVED OF SEALING PLUG -I -I PR P IN I ' PRESSURE SUPPLY LINE: 1 ° a SCH. 4-0/CL. 315 SNAKE 41 - STEP 3 FILL BASE SOCKET WITH SEALER i - PIPE IN TRENCH -� ;;\ CITY GF RANCHD CUCAMGNGA -; •T -- ( �' -I --._-CONTROL WIRES - BUNDLE - AND TAPE AT 15' O.C. AND �! - v _ WATT INLAND - EMPIRE -' �- v v v v ` I INSTALL ADJACENT TO - �- - -- - - - I- PRESSURE SUPPLY LINE �_-� ° ° ° ° � ° ° 17 PUSH L- PUSH SEALING PLUG INTO _ - I BASE SOCKET UNTIL IT LOCKS TIP - PROVIDE 6- OF SAND TRACT 14381 - L 0 T ' A ' P A S E 0 �• BEDDING �- 31'C WASHED CRUSHED AGGREGATE BASE STEP 4 NOTES: _ r 1. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING �`- PUSH WIRES TO END OF BASE 2. !NSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. SOCKET TO ASSURE COMPLETE `Nti0SC, ,a APPROVED BY - DATE Ic'- _�3 NOTE: 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. SEALING OF CONNECTION O F 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. cv0.! ��L'L t K`�VE y �� CITY ENGIN EER R.C.E. N O. s53 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND STANDARD PLmw AN 1 _ I« IR �~ Off' G! �' VALVE NUMBER. RA.NBIRD $NAP T W E Q�' o DESIGN RECOMMENDED: CONNECTOR C7 T.M. TRENCHING STAND PL,w STMIDAItD PLAN . , �p PRESSURE REGULATING VALVE 519 WIRE CONNECTOR. �•r ., 526 I520 DRAWN to"3100 Bristol Street, Suite 100 SHEET NISH SHEET I OF I SHEET OF >IHEET I of I * California 82648 Costa Mesa, 5 10 sr \p. -• (714)540-4700 : or 'fTF �o,� CHECKED wr NO. DRAWNG N0. �. OFC LIF DAM FUS NO. -L SHEET NO. OF I IRRIGATION NOTES : FPIPEIZING CHART /2" ALL PIPE NOT MARKED TO BE 1/2" AT END OF RUNS 1. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR � 3/4" DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS 1�t AS NECESSARY. 2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT 211 EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE AT'T'ENTION OF THE CITY AUTHORIZED 2*`l REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 4. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. 5. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTtR k*�,h, AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE CITY AUTHORIZED REPRESENTATIVE 6. 110- V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY DEVELOPER TO THE LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. 7. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER - UF #14 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND MITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WATERPROOF CONNF.CL70N5, WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 15 FT. INTERVALS. FINISH GRADE 8. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED CONTROL. VALVE _ jrj==;SE;N9:OR AREAS IS TO BE INSTALLED IN A PVC SCH 40 SLEEVE WITH 24" MIN. COVER. SLEEVE LOCATIONS TO BE SHOWN ON PLANS AND INSTALLED PER DETAIL 9. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND IRRIGATION LEGEND F BURY VVrr IN ROOT ZONE � - � .�, COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE- ALL SYMBOL ARC RAD. TRJ DESCRIPTION PSI- GPM MANUFACTURER BODY NOZ. DETAIL ANY LENGTH 1� AWG wIRF, UP To 300o FT QUICK COUPLER VALVES LOCATED IN SHRUB AREAS SHALL BE INSTALLED IN A TO SENSOR CHRISTY CONCRETE VALVE BOX. REFER TO DETAIL 3 SHEET 5. EMBOSS TO BOX FIIIMFLYTE UD W1 LETTERS 'QCV-2- IN INLET. COMMON WIRE (S) 10. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW 900 13' 15 • 15° LOW ANGLE STREAM SPRAY 15 .59 RAINBIRD SAM PRS 1812 16Q-SLA 7 REMOTE CONTROL, VANE HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. FIELD WIRE. V/ 1800 13' 15 150 LOW ANGLE STREAM SPRAY 15 1.18 RAINBIRD SAM Pas 1812 16H-SLA 1 SENSOR PLACEMENT NOT REPRESENTATIVE. 11. ALL SPRAY HEAD ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS OR OTHER v 900 13' 35 350 STD. STREAM SPRAY 15 .59 RAINBIRD SAM Pas 1812 22Q-SS 7 DIAGRAM ONLY REPRESENTS CORRECT WIRING. HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP--UP V 1800 13' 35 350 STD. STREAM SPRAY 15 1 .18 RAINBIRD SAM PRS 1812 22H-SS 7 BODY AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE x 3600 13' 35 350 STD. STREAM SPRAY 15 2.37 RAINBIRD SAM pas 1812 22F-SS 7 12. INSTALL ALL SPRAY HEAD WITH NOZZLES OF THE APPROPRIATE DEGREE OF l� 90° 10' 15 150 LOW ANGLE TURF SPRAY 30 .39 RAINBIRD SAM PRs 1806 10Q-LA 6 RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO EUMINATE 1800 10' 15 150 LOW ANGLE TURF SPRAY 30 .79 RAINBIRD SAM pRs 1806 1OH-LA 6 MOISTURE SENSOR INSTALLATION SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW (h 90° 12' 30 30° LOW GAL. TURF SPRAY 30 .65 RAINBIRD SAM PRS 1806 12Q-LG 6 CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. 13. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION n 1800 12' 30 300 LOW GAL . TURF SPRAY 30 1 .30 RAINBIRD SAM Pas 1806 12H-LG 6 OF ON-SITE INSPECTIONS WITH THE CITY INSPECTOR TO BE SCHEDULED AT THE Q 3600 12' 30 300 LOW GAL . TURF SPRAY 30 2.60 RAINBIRD SAM PRS 1806 12F-LG 6 FOLLOWING STAGES OF INSTALLATION: 0 INITIAL PRE-JOB MEETING WITH THE CITY AND LANDSCAPE ARCHITECT 90° 15' 30 300 STANDARD TURF SPRAY 30 1 .58 RAINBIRD SAM PRS 1806 15Q-STD. 6 0 PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. n 1800 15' 30 J0° STANDARD TURF SPRAY 30 1 .85 RAINBIRD SAM PRS 1806 15H-STD. 6 0 COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. 360° 15' 30 300 STANDARD TURF SPRAY 30 3.70 RAINBIRD SAM PRS 1806 15F-STD. 6 0 FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER - �- BACKFLOW PREVENTER FEBCO 825Y 1 - ✓�' � 4 PLANS AND SPECIFICATIONS. REMOTE CONTROL VALVE RAINBIRD EFB-CP-PRS 2 14. THE CONTRACTOR SHALL PROVIDE TO THE CITY. UPON THE COMPLETION OF Q QUICK COUPLER VALVE RAINBIRD 33DLRC 3 THE JOB, A SET OF REPRODUCIBLE "AS BUILT" DRAWINGS, WHICH SHALL BE ►/ GATE VALVE NIBCO T-113 5 VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK THROUGH BY A AUTOMATIC CONTROLLER CALSENSE 2000 SERIES 1 THE CITY INSPECTOR. F FLOW SENSOR CALSENSE 220P 8 15. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE ® MASTER VALVE HARDI E 102N/O 8 (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP nP PRESSURE REGULATOR WILKINS 500YSBR 8 SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO E ELECTRIC PEDESTAL 120V 60CYC/2 AMP SERVICE MYUr>- G$*285 1 ADDITIONAL COST TO THE CITY. M WATER METER 1 1/2" CUCAMONGA COUNTY WATER DEPT. 8 DESCRIPTION OF REVISION DATEOTY APPROVED DENOTES VALVE STATION NUMBER DENOTES GALLONS PER MINUTE DEMAND CITY ❑ P RANCHO C U C A M ❑ N G A DENOTES SI7F -?---AS APPROVED PVC CLASS 315 PRESSURE MAINLINE FOR PIPE 2" DEPTH TO BE 24" WATT INLAND EMPIRE --- ----- AS APPROVED PVC SCH 40 PRESSURE MAINLINE FOR PIPE 1#" AND SEtALLER DEPTH TO aIr 18" TRACT 14381 - L 0 T ' A ' P A S E 0 AS APPROVED PVC scH�0 NON PRESSURE LATERAL LINE DEPTH TO BE 12" AS APPROVED PVC SCH 40 SLEEVE FOR PIPE AND WIRES UNDER ALL HARDSCAPE DEPTH TO BE 240' USCARF APPROVED BY DATE 4. q9c CITY ENGINEER R.C.E. N0.24953 ti DESIGN RECOMMENDED. i m T.M. & s to" �c _* 1%_ DRAWNy 3100 Bristol Street, Suite 100 SHEET u"' Costa Mesa, California 82648 6 10 (714)540-,4700 °� rF OF CA`1FGa. CHECKED RC'a NO. DRAWING NO. DA7T, FILE NO. SHEET NO. OF PLANTING NOTES : 1. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES, ORDINANCES AND PER MANUFACTURER'S INSTRUCTIONS. 160 RHAPIOLEPIS INDICA 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, AND 5 GAL 'CLARA' STRUCTURES. CONTRACTOR SHALL TAKE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 214 ESCALLONIA COMPACTA 3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION 5 GAL AND/OR GRADING WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITIES AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE 108 XYLOSMA CONGESTUM12110 Z. I GAZANIA TO GIVE SUCH NOTIFICATION. 5 GAL 'COMPACTA' X 'MITSUWa YELLOW' LOCATION 4. VERIFY LO F LU C 0 0 ALL PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT CITY'S AUTHORIZED REPRESENTATIVE n,1 a PRIOR TO COMMENCING WORK. �� --- -- 5. THE CONTRACTOR SHALL LAYOUT AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE. ATTENTION LOT 20 � 5 I OF THE CITY'S AUTHORIZED REPRESENTATIVE. a �� .� 6. EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES SHALL BE UNDERTAKEN X .' . .' .'.' .'.'•' �� �� *_- ti WITH CARE AND BY HAND IF NECESSARY. THE CONTRACTOR BEARS FULL ��� RESPONSIBILITY FOR THIS WORK. DISRUPTION OR DAMAGE TO UTILITIES J o�` SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE CITY. w 7. ALL TOPS AND BOTTOMS OF SLOPES AND BERMS SHALL BE ROUNDED UNLESS OTHERWISE NOTED OR APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL PLANTING AREAS SHALL DRAIN AT A MINIMUM OF 2% UNLESS OTHERWISE NOTED. ALL PAVED SURFACES HA IN '• •:• ':• -: •:• •:• t ,� / � ;;.:;::: : .: :: ::.: . CESS LI_ DRAIN AT A MI NIMUM OF 1%. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ON PLAN ARE TO BEUSED AS GUIDELINES, AND ' - --- FOR ADEQUATE GRADING AND DRAINAGE swum ► _.6�ww"M . ''� ,.�""�' •�'.�'�a!""� �' � :` ::`:y'::•:: '::: � �- CONTRACTOR SHALL BE RESPONSIBLE `• n Y PER APPROVAL OF CITY INSPECTOR. 9. FINISHED GRADE IN SHRUB AREAS SHALL BE 2" BELOW PAVED SURFACES, LAWN x AREASSHA LL BE 1" BELOW PAVED SURFACES ' z:.•.�- 10. NO PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE SPRINKLER SYSTEM ---T---- '' IS COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AND THE WORK APPROVED BY THE CITYS AUTHORIZED • . • . . . • r-r - - -- - - -y -- -- - -- - -- - REPRESENTATIVE ALL PLANTING AREAS ARE TO RECEIVE SOIL AMENDMENTS ACCORDING TO A SOILS REPORT PREPARED BY SOIL AND PLANT LAB, SANTA ANA, CALIFORNIA. LOT 113I CONTRACTOR IS RESPONSIBLE FOR SAID REPORT, SOILS TESTING SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. LAB REPORT SHALL BE SUBMITTED TO CITYS •� - REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 12. ALL PLANT MATERIALS, '� %'•:•'�. •'�.' �� I �<;S UPON INSPECTION BY THE CITYS AUTHORIZED 10 LIQUIDAMBAR STYRACIFLUA +� REPRESENTATIVE SHALL BEAR LABELS PROVING SPECIES AND VARIETY TO MATCH I5 GAL 'PALO ALTO' ^ I I THOSE ON PLANT LIST. 10 PARTHENOCISSUS TRICUSPIDATA \� 13. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH 5 GAL �o��y� TYPE AND SIZE DESIGNATED ON THE DRAWINGS. 14. NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT PRIOR CONSENT OF THE CITYS 1 SOPHORA JAPONICA AUTHORIZED REPRESENTATIVE. 36" 50X '5LOOD GOOD15. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FIELD PRIOR TO INSTALLATION. CITYS NOTES: AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS TO I. ALL TREES TO BE A MINIMUM OF 5'-0" EXACT LOCATION IN FIELD. FROM ALL WALLS, SIDEWALKS, AND MOWCUR55. 2. PLANTING FOR SLOPES IS TEMPORARY AND SHALL 5E REMOVED AT A LATER DATE. PERMANENT PLANTING SHALL BE PER TRACT 14139 PLANS. 17. WHERE POSSIBLE, TREES SHALL BE KEPT A MINIMUM OF S'FEET FROM 3. ALL SHRUB AREAS TO RECEIVE 4" DEPTH OF SIDEWALKS, WALLS, CHAIN LINK FENCES AND CURBS. SHREDDED MULCH TO BE APPROVED 5Y THE CITY. 18. 15 GALLON TREES AND 24" BOX STANDARDS TO BE DOUBLE STAKED. TREE 4. FERTILIZERS, AMENDMENTS, 4 SOIL BINDER SHALL BE TIES SHALL BE CINCH TIES OR EQUAL (DO NOT USE WIRE AND HOSE TIES). AS RECOMMENDED BY THE AGRONOMIC SOILS REPORTS. 19. TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS AT ORIGINAL 5. QUANTITIES SHOWN ON THE LEGEND ARE FOR BID PURPOSES ONLY. XERISCAPE ASSESSMENT SYSTEM SUMMARY PLACE OF GROWTH. FINAL QUANTITIES OF PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING, POINTS REFERENCE 20. ALL WATER BASINS SHALL BE REMOVED AT THE END OF MAINTENANCE PERIOD. I. LANDSCAPE[Point Value] CLAIMED (Sheet#/Ref. 21 CONTRACTOR SHALL PROVIDE 180 DAY MAINTENANCE PERIOD AFTER E1. Water conserving plants.[20] Z� 1 COMPLETION OF ALL IRRIGATION AND PLANTING WORK. PLANT MATERIAL � 2. Turf limited to 25% (45%residentialJ201 2. 22. CONTRACTOR SHALL NOT BEGIN MAINTENANCE PERIOD WITHOUT WRITTEN CONSENT O,C, 3. Plants grouped by watering need.[10) 10 , FROM CITY AUTHORIZED REPRESENTATIVE. SYM50L. BOTAN I CAL NAME COMMON NAME SIZE SPACING QUANTITY REMAWS 4. Hardscape(non-irrigated)surfaces.[101 0 1 23. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW 5. Permeable paving.[5] O 'I IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE CITYS AUTHORIZED REPRESENTATIVE. TREES ■ LIQUIDABAR STYRACIFLUA PALO ALTO SWEET GUM 15 GAL ze O.C. M 1�, 10 STANDARD 6. Low-water turf varicties.[5] C, -� 7. Mulch provided in non-ground cover areas.[51 5 1 4 0FH-012A, J4f&0 16,4,- 36" Box 30' o.G. M I N, 1 STANDARD 8. Soil amendmcnts.[5] 5 1 Total Points Claimed: 6PRUE35 Q ESCALLONIA COMPACTA ESCALLONIA 5 GAL 3'-0" O.G. 218 (Minimum Points Required- 60) DESCRIPTION OF REVISION ��� AP Ro m ® RHAPIOLEPIS INDICA 'CLARA' INDIA HAWTHORN 5 GAL 3'-0" O.C. 1,60M IRRIGATION[Point Value] CITY ❑ E RANCH ❑ C U C A M ❑ N G A 1. Low gallonage irrigation system.[20] zo N, XYLOSMA CONGESTUM 'COMPACTA' COMPACT XYLOSMA 5 GAL 4'-0" O.C. 108 2. Automaticcontmller.[201 00 y, 5 3. Designed to water plants by watering needs.(10] 10 �J`�N°'c�PF WATT INLAND EMPIRE 4. Soil moisture sensors.[10] 10 60 �q�c h 5. Rain sensors.[5] ¢ V t � > �. TRACT 14381 LOT A > PASEO VINE A PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL AS SHOWN 10 . STAKED 6. Wind sensors.[S] cr •' ____ 7. Sensitive to slope factor .[51 G �-- � * Uri• T GROUND 8. Reclaimed orrecycled water.(51 6,6 - sf APPROVED BY i - DATE/O'S-� CSR GAZANIA 'MITSUWA YELLOW' MITSUWA YELLOW GAZaNIA FLAT 12" O.G. 1000 S.F. Total Points Claimed: �r�cOfCaL1�vQ� CITY ENGINES _ _ R.C.E. N0.24953 [Minimum Points Required: 601 DESIGN RECOMMENDED. i A.J.S. HYDRO- NAME: SEED MIX-L55/1,000 SQ. FT. SEED TURF REBEL TALL FESCUE 4.05 DRAWN 3100 Bristol Street, Suite 100 SHEET T-M_M_ Costa 40-4700 �- °F 10 APACHE FESCUE 4.05 2200 S.F. Costa Mesa, California 92848 A-34 BLUEGRASS .90 � � SCALE 1 " - 2 O , - O �� CHECKED DRAWING N0. ` 1� X0. TOTAL 9.00 R.E.J. DATE. F" No. /y9y�L SHEET. NO. OF JNV tivP OTES ,�� LOOP HOSES -"R ' REMOVE NURSER`' STAKES \ GREATER l R 2 STAKES TO BE PLUMB AND THAN DiAMETE�, PARALLEL. STORM DRAIN/UNDERGROUND 3. STAKE TREE PERPENDICULAR U'IL!TIES TO PREVAILING WIND SEE NOTE 3 I 4. PLACE FERT'�LVMN TABS PER TYING PLAN f� MANUF. RECOMMEENDATIONS IN PLANT CONTAINER PRIOR TO PLANTING��, PURPOSESFCK OBSERVATION 4' OF COMPACTED COARSE GRIND MI IN, l ' 1 I O i ` 1� WOOD FIBER MULCH. - - - - ���"' HARDSCAPING/ CONCRETE I Z SIDEWALK UTILITY J wNow � NEIN RUBBER HOSE OVER WIRE HEADER FINISH GRADE L S.L. �/ Zo/fi POINT OF CONNECTION. =i — P — TOP TIE TO BE PLACED AS I WIRE GUY5 SPACED LOW AS POSSIBLE ON THE TOP OF STAKES EQUALLY AROUND TREE - _ ____ TRUNK TO ALLOW FOR WIND COVER WITH 3/4• DIA. X 3' r MET R FLEXING OF THE TREE. BUT1r CURB A,JD GUTER-' O' S_ NOT SO LOW AS TO LOSER ALLOWTS�IES GROWTHHABIT OF TREE PERMITS. (ERE CLASS 200 WHITE PVC PIPE. MIN VIN. \ THE HEAD SUPPORT OO DROP. IMAIN TRUNK I I ARBOR GRD• OR EQUAL IN L_ (2) SE'S OF CINCH TIES SPACED 24- ( TURF AREAS APART, ATTACH WITH GALVANIZED 57 GALVANIZED TURNBUCKLE I _ SCREWS TO S' LODGE POLES (TVP.) ■ Z e ��°X�/ � � YX� 12� MAX.' Z- DIA LODGE POLE T TIGHTLY COMPACTED S BERM a I- 'x -- - -- -- — P"+E STAKES TURF I TO FORM WATERING BASIN FOR - _ - - - ✓� WITH WOOD PRESERVA NE STAIN. -__ - DRIVE A BED SOIL AN., POSITION RESIDENTIA AND GROUND DRIVE A MINIMUM OF � INTO COVER INSTALLATIONS STAKES OU�SIDE ROOTP3AL'. - - --- —�- 4• THICK CORSE GRIND WOOD R - - -- - - / FIBER MULCH IN PLANTER. ARBOR---�-- — — —� — $"ZGUARD FRONTT RDIN TURF AREAS AND ^ -SHOVEL CUT EDGE COMPACTED SIDEWALK c NATIVE SOIL U T - - . - Q I DRIVE APPROACH TIGHTLY COMPACTED _r BERM TO FORM Q I 5' OR LESS' I WATERING BASIN FOR RESIDENTIAL AND ` ER��` REOUIRES ROC' gARR'Ep I / GROUND COVER INSTA ATIONS LOCATE ,,,,RB A,D � � c <- ROOT BAIL 5 5 5 ,O 1�• OUTSIDE OF PLANT P!' BERMS IN TJR= AREAS TO BE REMOVED PRIOR TO CIT" V N �`r'`�jN' 3' DEPTH NATIVE X11 J/ ACCEPTANCE. —� ( _ ////� * BACKFILL / / NATIVE BACKFILL WITH DEADMAN PER NOTES: STRUCTURE eq. _ _ �,I '--UNDERGROUND j f NO ROCKS GREATER - - DETAIL THIS SHEET THAN 3• DIAMETER. ~ CATCH BASIN C ttt i 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL -- ri �' i r ; .? f „ �� SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 'RANSFORMER VAULT. r �. -� - - FERTILIZER TABS PER. I.: FERTILIZER �- MANUF RECOMMENDATIONS 2. MULCH UNDER TREES AND SHRUBS AS DIREC-ED ON THE PLANS AND BLEND PUNT PIT TO BE 2 INTO EDGES AT GROUND COVER AREAS. vv � y` � No 4 WASHED GRAVEL IN PUNT CONTAINER PRIOR NOTES: - f^ ��� I r N i TIMES THE WIDTH OF ROOT BALL.- N7 3. MOISTEN MULCH APER INSTALLATION 0 ASSIST IN COMPACTION. * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER \� / _�-�"��`�DEEP ROOT CONTROL BABBLE= TO PLANTING FOR OBSER- T F P LI �'.� �I ROOT BALLV�� ✓� UNDISTURBED NATIVE SOIL NATION' PURPOSES OR APPROVED EQUAL �\, �j 2•X Z•X , 2'X rX 1N' 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO JE.OF.SIGHT d E rv,, _q REDWOOD 4. PLACE NO MULCH WITHIN A 6• RADIUS OF THE CROWN OF A WOODY PLANTER. %\� Y — STAKES (2) REDWOOD CRI'ERIA AS APPROVED BY TRAFFIC ENGINEER. II ��/�; -- NATIVE BACKFILL WITH NO 3. A' ALL LOCAL RES'!DENTIAL/LOCAL RESIDENTIAL INTERSECTIONS THE FIRST E �\C - r ROCKS GREATER THAN 3' C NOTES: - - - PARKWAY 'BEES AT ALL APPROACHES TO BE PLACED BEHIND SIDEWALK. \ - INSTALL GUYS HAND TAUT TO .WO / _ — \ = STANDARD PLAN PREVENT DEFORMATION OF LIMBS. STANDARD PLAN STANDARD PLAN <•- _ — _ 4. MAINTAN 5 FEET FROM CENTER OF S-REET TO EDGE OF AIL UNDERGROUND _- _ - _NATIVE SOIL JNDISTURBED - P PRIOR o PLANTING 'ABS IN BOX 6"I•� 512 •A^iLITIE$. 5 1 0 � --. PRIOR TO PLANTING FOR -- 502 OBSERVATION PURPOSES. .f—,8 503 -.��CE ROOT aAL. �'_-.. SHEET I OF I DEADMAN D17-AIL SHEET I of I SHEET I Or 1 SHEET I OF 1 l MUL�IING STST T�'�� PLACEMENT MENT CITY TYP TSE STAKING/ 00T 5,ARPIER 3 �. 1Tr"4=EC�1�11�1C� I� tAIL � � ' N W E S ONE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT r T04TLY COMPACTED r BERM TO FORM * TOP TIE TO BE PLACED AS LOW v TOP OF STAKES BELOW HEAD / DEPRESSED WATERING BASIN. AS POSSIBLE ON THE TRUNK TO OF TREE WHERE SPECIES GROWTH ALLOW FOR WIND FLEXING OF TME TREE. - HABIT PERMITS. i v / 4' COARSE GRIND SHREDDED BUT NOT SO LOW' AS TO LOSE SUPPORT MULCH. OR ALLOW THE HEAD TO DROP. MAIN TRUNK N (2) SETS OF CINCH TIES c1* I SPACED 24• APART ATTACH WITH L— GALVAN17ED TO 8' LODGE POLES. 1f MAXIMUM -----�� - /- •.r J L O ROOT BALL GIIS (ORIGINAL GRADE) BERM TIGHTLY COMPACTED IN PACE FORM WATERING EQUAL I= -, _ _ - 'I_= BASIN_ LOCATED OUTSIDE OF _ �PLANT PTT TO BE PLANT PIT. ..�=—L+ - (?) TIMES THE WIDTH OF THE ROOT BALL. FERTILIZER TABS PER MANUF, RECOMMENDATIONS. NATIVE BACKFILL WITH I NO ROCKS GREATER -- ! ��- NATIVE BACKFILL WITH NO THAN 3• DIAMETER �� , NOTE: \ ROOT BALL --I ROCKS GREATER THAN r 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL DIAMETER. H f � SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PUNT PIT TO 9E (2) PLANS SEE LEGEND FOR SPACING REQUIREMENTS TIMES THE WIDTH OF UNDISTURBEO NATIVE SOIL THE ROOT BALL 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR _ - - SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER MANUFZER TABS PER . — - SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING NOTES: MANUF RECOMMENDATIONS FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE = OF ROOT BALL DO NOT CRACK ROOT BALL -- - - 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 2 PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT UNDISTURBED NATIVE SOIL -_-- - - I OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE CONTAINER PR OR TO PLANTING FOR OBSERVATION PURPOSES LEGEND ARE ESTIMATES ONLY NOTES: STANDARD PI-AN STANDARL PLAN 1. REMOVE NURSERY STAKES STANDARD PLAN 2. STAKES TO BE PLUMB AND PARALLEL. 11 506 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 505 4, PLACE FERTILIZER TABS PER MANUF RECOMMENDATIONS IN PLANT CONTAINER SHEET I OF I SHEET I OF 1 PRIOR TO PLANTING. FOR OBSERVATION PURPOSES. SHEET I OF I s, TY SHS fi�L.�NTINC CSL c � TYPICAL T ST �G11 1 TYP GRO,tNUCOVER FLANT INCA �' NOTE. Gft0.rD KEA rLANi1NQ tAsi fly TOR COt1? INER- RQYrM tf`AMi] 1. UNTANGLE MATTED ROOTS IT LOOSENING All ROOTS AT EDGE OF ROOT tAlt WITH MATER FROM HOSE. DO NOT CRACK ROOT BALL. 1 CATION CONTAINER RECEIVES................................... 2.5 TABLETS LACE "GROW-PI TABS IN PLANT CONTAINER ►BLOB TO PLANTING FOR OBSERVATION 5 GALLON CONTAINER RECEIVES................................... 20 TA81LE19 POSES. 5 GALLON CONTAIIIER RECEIVES................................... 0.0 TABLETS T GALLON CONTAINER RECEIVES................................... 0-10 TABLETS 10 GALLON CONTAIIIER RECEIVES....................................... 10.12 TABLETS ORIGINAL GRADE 15 GALLON.CONTAINER r1ECEIVES...................................12.19 TABLETS 20• 24' sox RECEIVES............................................... 11.14 TABLETS —E IT ` 50' sox RECEIVES...............................................10.1• TABLETS v _ - 3 NTAINER PLANT ROOT BAIL DESCRIPTION OF REVISION o�� CITv I I I APPROVED ILII 'I 50' sox RECEIVES...............................................10.20 TABLETS BACKFILL NII PER -� Sr'ECIF1CATlONS .1- •ox RECEIVE!...............................................10.12 TABLET, I CITY ❑F� RANCHO C U C A M D N G A .......12.24 TABLETS - r� II, 3• BERM TiG►fTlr COMPACTED IN t0' sox RECEIVES............................ - ........... - k_==�1 �I '--_'' ►LACE TO FOM WATERING IAS IN 00" sox RECEIVES............................... ........52.70 TABLETS _'III '! • r �, WATT INLAND EMPIRE LARGER SIZES FOR EACII IFt' CAII►ER USE:...................... 5.1 TABLETS -- } I'.Ir ll, = ' = TRACT 14381 - LOT ' A ' P ASEO l PLANT TABLET SCHEDULE i •GROM_rovER• T TABS PER �L ); 11 -dill j IMNUFACTURER•S ENOATIONS BACKFIL FOR PLANT PITS SHALL BE AS RECOMV DED BY THE .I, Illi iil i +;,;, .� PLANT PIT To BE !21 s THE �fIDSCA� APPROVED BY - DATE -� 7 WIDTH OF THE ROOT BALL 2• SOLS REPORTS, dE SIPPLED b PAD FOR BY THE BELOW THE BOTTOM OF THE ��-� �e.L. MSM E4 24953 CONTRACTOR. REFER TO PLANT14G NOTES ON SWET 7. BALL �,' �; F� 90 CITY EN R.C.E. N0. 5 40� moo_ y� DESIGNRE COMMF NDE D. NATIVE SOIL v ALL TABLETS TO BE 7 GRAMS ¢ � � J•S {N.T. �Is1_ DRA'""N 3100 BrWol Street, Suit• 100 SWQ'-R "' T M Coalta Mese, Wtforni• aP6M - C_] . - �- (714)540-4700 a► lOR 4� CHECKED �,ML�'fG N0. TYf= SH�U5 PLANT INCA Cs�,.o a� F�f c�>`��° DAM _ _ _ -11LL7 NO. OF SECTION foto" 1.17 Delartroein Prody Products specified limit hire beam SECTION 01001 4. The Contractor shall sot willfully'isstafl the C. Controller Cbertr GUARANTEE FOR S"TNKLER IRRIGATION SYSTEM 204 ELECTRICAL(LAM VOLTA= selected for their appropriateness in design. it is beyond irrigation system as shown on the drawings whom Me bene A. Cost►ectioss between controller sod resnete control GENERAL CONDITIONS by gtttraatte that free from de irrigation synem we have GENERAL NOTES(Parr all Trades) the scope of the architect to research each material is it is obvious is the field that obstructions, grade 1. •s-built drawings ttbsll be tpprovM by the furnished•mer installed u from from defects in materials aid calves shall be made with direct burial AMG-UF, 600 detail, and it is the responsibility or each subcontractor to differences or discrepancies in area dimensions city Astboriud Representative before workmanship, and the work bat bees completed in accordance with the volt wire, insulation thickness 3/64 inch, utilizing low obtain all information from products used relative to exist that might not have been considered in Controller charts are prepared. (Ste Section 1.03- 1.00 GENERAL potential dangers due to toxic uses, smoke, flammability 1.00 GENERAL en incerin Such obstructions or differences drawingsneglect end specifications,mgr,ordinary roar and test and sect is abaft density high molecular weight polyethylene insulation. Do t i y t t B-4). Approval of u-built drawings by the and submit data for the citys approval prior to purchase should be brought to the attention of the Owner's mind Citys city doesn't coatitute accuracy or or neglect excepted Me agree to repair or replace any defects i• 1.01 All work shall be executed is accordance with the best or installation. 1.01 Standard A.I.A. General Conditions(A201) 1976 Edition, authorized representative. In the event this :material or a ate of acceptance which may develop repair the period of mos aro drawings only u to the completteess of r from the date of acceptance air also to repair or replace •n B. tptiees, where permitted,aht11 be waterproofed arias standards and practices of the trade and the std. specifications shall be made a part of this specification. notification is not performed, the irrigation Ima y spec. De il drtwirtrt. damage resulting form the re tete Connectors or fusible but for public works construction. 1.18 ADJACENT WORK: during the remodeling and addition of contractor shill assume full responsibility for any t t repairing or replacing of trcA defects at M �� additional cost t shrieking tubing,and housed is a box. Boxes for 1.02 All work shall be is conformance with all applicable codes. w work, protect Il existing items to remain from damage. A. The contactor it hereby specifically directed, as a revision meeessar o the city We shall make such repairs or replace- , pp nc o a e ! Y v' stroller chart for qtb controller gents with t reasonable time after receipt o[ written moticc from other irrigation use may be utilized for this purpose. (UBC, UPC, etc. as necessary). All dame ed work shall be replaced at so extra cost to the condition of the contract, to obtain the necessary Provide e one o0 t supplied. City we authorize the city • to proceed to have said repairs or number of copies of Document A-201 to acquaint replacements made at our expense sod we will pay the costs and C. Mire sisist shall be according to Meevfacturer's city. D S. Work of this Section whish is allied with the 1.03 Before commencing work or proceeding with erection tad himself with the Articles contained therein, and to work of other trades shall be coordinated as 3. The chart shell show the area Controlled by the shop drawings,each sub-contractor shall verify Patch to match existing adjacent surfaces,90 that all notify and inform all subcontractors and any other necessary, automatic controller and shall be the maa of►erwisc approved. maximum charger therefore upon demand. reoommeepproved. , is ■o ase leas than No. 11, telcos measurements, lines, grades, locations and details of existing systems and finishes are in a complete, finished form. parties to the contract or individuals or agencies on size which the controller door will allow. field conditions and notify the City of any the work, as to its contents. F. Underwriter Labontorier. Electrical wiring,controls, D. Graved wires shall be white is eolm.common or a discrepancies- Starting of work by a sub-contractor deeotes B. Noise and Dust Abatement Exercise all reasenabte and motors, and devices %hall be U.L. listed, and to labeled 4. The chart is to be a reduced dnwieg of the meted os drawing Is the ase of multiple wires,each that any undersurface has been inspected and is approved by accessary means to abate undue soise. Perform B. No contractual adjustments shall be due or become actual as-built system, of a maximum size that common wire shall have t stripe of a different color to that sub-contractor. accessary sprinkling and wetting of construction site to exigent at a result of failure on the part of the 1.03 REFERENCES will fit inside controller hvuting, double sided It contractor to full acquaint himself with the allow ideeti[icatios. allay dust. y required for readability. PRO�CT: 1.04 Adequately protect all public, aid private property and conditions of Document A-201. A. ANSi/ASTM D2282 - Acrylonitrile-Buttdiene-Styrene 2.03 GATE VALVES improvements from damage or injury. Damaged areas shall C. Existing Utility Lines: Notify City's Authorlied (ABS) Plastic Pipe (SDR-PR). be replaced is condition. Supply all bonds necessary. Representative if existing utility lines are encountered 1.02 Supplementary Conditions. LOCATION: t� r D t y S. The chart shall be a blsekline or blaeliee oamfid A. 3 inches and seller(eater of►erwiae mored os and required by the owner for all work. in the work. Protect B. ANSi/ASTM D2564 - Solvent Cement for Poly (Vinyl print and a different color shall be used to Drswiogt} ASTM 862 brass body, 150 pound nturated lines from damage. A. The following supplements modify,Chante, delete Chloride) (PVC) Plastic Pipe and Fittings. indicate the arta of coverage for each station, SiGNED: swam rated; with screwed ie from or add to the 'General Conditions of the joint*; moo-rising stem t.OS The contractor shall replace any defective asocials and reins pastel or transparent colors. screwed bonnet, solid disc Provide with ►aedwbert. correct any poor workmanship with so additional cost to the D. Verification: Prior to commencing wont at site, verify Contract for Construction,' AIA Document A201, C. ASTM 932 - Solder Metal. ADDRESS: city sod shall remedy any defects is materials or agreement of existing conditions with indicated Twelfth Edition, April 1970. Where any Article of 6. When completed sed approved, the chart shall be workvmnship which appear within a one year period from conditions. Notify city in the General Oonlitions is modified or any Paragraph, hermetical) scaled between two 206 QUICK COUPLING VALVES Subparagraph Y pieces of plastic, date of completion and acceptance of the job, writing of discrepancies toned. Start of work without t ph or Clause thereof is modified or etch piece being a minimum 20 mils. A- Two piece type brass body. ISO pow sd class, with 3/4 notification ton�titutes acceptance of conditions, deleted by these supplements, the unaltered D. ASTM Btt - Seamless Copper Water tube. 1.06 The contractor*ball supply all labor, materials,equipment without cause for extra costs. provisions of that Article, Paragraph, Subparagraph 7. These charts shell be completed and approved PHONE: o eY female threads opening a base, permdevice (coupler and services of every kind, accessary for the proper or Clause shall remain in effect. E. ASTM D2235 - Solvent Cement for Acrylonitrile- operation with a special ooenertisr device (coupler prior to final acceptance of the irrigation system. n execution of all the work as shows, and indicated on key) deli these Lee PRODUCTS Butadiene-Styrene (ABS) Plastic Pipe and Fittings. DATE OF ACCEPTANCE: designed for this purpose. drawings, including temporary water, telephone, power and 1.03 Refer to the General Specifications(book form)for. D. Operation and Maintenance Moenals: I 1. Coupler threads; lot type, ACME type. toilets. 2.01 MATERIALS Guarantee, Insurance Requirements, Permits, Business F. ASTM D2241 - Poly (Vinyl Chloride)(PVC) Plastic Pipe Licenses, Public Convenience and Safety, as well as Fair (SDR-PR). 1. P----re ted P-liver to the City 2. Hinge Cover. Provide with rubber-like yellow vinyl 1.07 Plan check and assessment fees will be paid for by the ckfill Material: Msterial used for backfill shall be alt Employment Practices, etc. within 10 calendar days prior to cover, lockable. Owner. All building permits, hookup fees, and isspectioms pulverized, Coe-expansive soil free from large roc G. FS O-F-S06 - Flux, Soldering, Paste and Liquid. completion of construction, two hard cover 2.00 PRODUCTS necessary shall be obtained and paid for by the General ve tion, trash or other debris,and subject to appr of t•04 Architect's Liability - The Owner sed contractors, binders with three rings containing the following 107 CHECK VALVES Contractor. Foun .ion Engineer. Existing on-site earth meter' t recognizing the inherent risks connected with 1.04 SUBMITTALS information: 2.01 MATERIALS approv y Soils Engineer is suitable as fill. construction, agree to limit any and all liability, claim for a. The Contractor shall yes damages, cost of defense, or expenses to be levied a A. Material List: a. ledex sheet stating Costrectoes address sad A. Geocrol- Use only sew materials of brands and t A. Swiss a lin valve,2 or plcbes aid sssafler io mom- pay all liceetes aid royalties and See 'W rd - Clyde' consultants report so. 2 t against typo pressure licca: broett or plastic conttroction, 100 shall defend all suin or claims for infringement of any the Architect on account of any design defect: error, telephone sambrr, list of egvipmret With noted on drawings, specified herein, or approved I. The Contractor shall furnish the articles, egn•Is. pound a w.p0. female i.ps patent rights and shall save the owner harmless from ���� omission, or professional negligence to a sum not to some and addresus of Ixal martuf•ctnrer't U-Soil, Augus 19t exceed $50,000, or the amount of the Architect's fee, equipment, materials, or processes specified b loos on account thereof. r representative. 2.02 PiPE ! F1TT/NGS B. Aatidnie valve: pbstit construction, with soft whichever is lesser. name in the drawings and specifications. No French Drain Pi '"OMIT t ASHTO substitution will be allowed without prior written compositios disc,staislest steel internal ports. Spring 1.03 There shall be a competent foremen familiar with the b. Catalog sed pert sheer as every material A. Pressure Minis Line Piping sad Fittings- Sizes 2-1/2 tension adjustable from 4 p.s-i. to 15 p..i. Valve may Designations M36, MITI, ASTM S, 2751. END OF SECTION approval by the city Authorized drawings a the job at all times. All workmen and sub- aid equipment installed under this contract. inches or larger rh•11 be P.V.C. class 315 solvent weld be an imtcgnl part of sprinkler bead. Representative. contractors shall be skilled in their trade. type Filter Materiel at Frcnc rain: er material for use is C. Gneraettt statement backfilling trenches oroun n cr drains shall consist of 2. Complete muter%�1 list shall be submitted 2Og AUTOMATIC CONTROLLER prior to clean, course sand and grav crushed stone conforming to performing any work. Material list shall include d. Complete operating and amietensnee B. Pressure Main Line Piping zed Fittings•Size 1 1/2 A. Type•. fully tritomrtic operation, capable of operating 1.09 The contractor shall keep the premiss elesu sod free from the following grading requi Is: SECTION 020" the manufacturer, model number and description of iettructiort on all major equipment. inches and smaller shall be Schedule 40 P.V.C. accumulation of waste materi•Is and debris and at the end of all materials and equipment to be used. the ■amber of stations sod type indicated os Dnwiegs the job shall remove all rubbish, surplus materials and tools v tett hssiat Sieve DAMAGE TO EXISTING TREES AND SHRUBS 2. In addition to the above mentioned t ieteetece C. Nos-prestvre tines shall be•P.V.C,Schedule 10 1. Wall mount type is a bowling with locking biated and leave the building broom clean. Besides general broom 3. Equipment or materials installed or furnished manuals, provide the city maintenance cleaning the following items shall be executed making the 1' 100 without prior approval of the city 's Authorized cover. building complete and ready for occupancy. 3/4- 100 1.00 GENERAL Representative may be rejected and the Contractor personnel with nce is writs for major -qu`pment w evidence writing h , D. All ' and mho e d ce is to citys- s and fi i 3/t' 00 t Y Pipe tt rap shall Conform to specific 2. Fust and chasms graved all controller Components. required to remove such materials from the site at at the ooectusioa of requirements as followr 4 25 1.01 The city shall be recompensed per requirements his own expense. t It-3 the project that this service baa been completed. specified in the schedule below for all trees and I. P.V.C.(Solvent Weld or Rabbet Gasket) 2.09 REMOTE CONTROL VALVES 30 5-15 shrubs damaged. 4. Approval of any item, alternate or substitute 30 0-7 E. Equipment to be Furnished: indicates only that the product or products a• Pier. Maeufsctered from virgin polyvinyl A. Valve t b) Remove works, stains, fingerprints,other soil,dirt 200 0-3 y type: rmaspirll open,pe with brpnnod 1.02 Injury is defined, without limitation, as any bruising. apparently meet the requirements of the drawings I. Supply at part of this contract the following chloride compound is accordance with ASTM activated, sormall open t with brass bot from painted,decorated or stained work. scarring, tearing, or breaking of roots, breeches or trunk. and specifications on the basis of the informative y rDt y' tools: D I7t4 or ASTM D 2211, cell classification equipped with flow control tad pressure regulation or samples submitted. 12458, hydrostatic design stress rating not capabilities. e) Clean and polish hardware for all trader This shall his material gene fly conforms with Class 11 perinea 1.03 It is end will be impracticable and difficult to determine a. One sets of special tools required for less then 2,000 p.s-L include removal of stains,dust,dirt, paint and the California, Department of Transportation. the actual damtoe, whether physical or aesthetic, there- S. Manufacturer's warranties shall not relieve the removing, disssscmblin and adjusting each SM like- fore, thee city will assigned a total value to a tree Contractor of his liability under the ruareetee. t r B. Valve solenoid- 24 surge, s.e or watt maximum, tle type of sprinkler and valve supplied on this b. Fittings(solutes weld or thrcaQ)-Standard milli-amp maximum surge,eorrotioe-proof, ttaieless based upon its diameter at 30 inches above the ground. Such warranties shall only supplement the project. including three (3) 30" key lot manual valves. weight, schedule 40,side-toted, injection steel construction, e d) Cle•e fixtures and egeipmemt louvre mita,pviet, 3.Ofa ExECUTiON guarantee. molded p.v.d. complying with ASTM D 1711, ivtetral unit. poxy encapsulated to form a sirttle dirt,dent. 1.01 The total value shown shall be paid the city for tree b. One keys for openiet valve boxes. b 6 bodies with 4 telt classification 134548, including threads t) Remove temporary floor protect Clan floors. 3.01 GRADING totally destroyed. B. Record and As-Built Dnwingr inserts for each pattern used on 4 oscillating or rotary heads when required. C. Provide bleeder valve to permit operation is the field iess Make such cuts or fills as may be required to bring 1.05 For injuries to roots or branches,the city will assign 1. The Contractor shall provide and keep up to date without power st the controller. f) Clean exterior, isterior metal surfaces, including dotes, ground surface to spot elevations or finish contours a value C. {cab cdnle proportionate to the total value of the tree. and complete 'as-built' record set of blue-live C. One 36 inch toil probe,Oakfield 1Model B. I� windows required to have polished finish,of oil,stains, required or shown, with a maximum tolerance of .10 feet. ozatid prints which shall be corrected daily and witin)h to_ - d s a ;erred, D. 3/4 inch valves plasties lbw control shall r equipped dust, dirt, int and the like: Polish and leave without Where grades ere not indicated, rade uniform) level or , with nes soo i I band ,an a gusttn with a 3/1 inch plastic ball valve on discharge side pe t t Y 1.06 ��rt'oeal em value mho Chow every change from the original drawings and d. Two keys for each automatic controller S enclosure All rets and els - .rah an angle fingtrmtrts and other blemishes slope between points for which elevations arc given. in pare' f�isllure specifications and the exact 'ter built' locations, g c absence of more specific grading information, ground shall once as a per ,C,mihr it all E All valves controlling drip systems shall be equipped sizes, and kinds of equipment. Prints for these C. One test kit for moisture renaier egripmret. rnpecn in%nufa Flo-Seal, with a separate pressure regulation preset a noted Om S) Upon the eomplrtioe of the work, the contractor shall slope away from buildings for • minimum distance of 20 1. Divide the tota"g c tree by its eircumfer- purposes may be obtained from the Landscape Architect accept full responsibility for making oertaia that all feet, at a minimum slope of 2 percent. Trenches and cote to mferenec. Four ins ell accordance wet _. actarer drawing and lase strainer with a 150 mesh screen, f. quick-coupler key and watching hose mcndatioes. '� including pressure gouge on exposed finished surfaces of the walls are brought to other drainage flow lines shall slope uniformly to avoid swivel and globe valve for every five,or t t discharge side. a neat, clean and thoroeirhly prewattrble condition, as standing water. ,•..:re the circumferential length of 4 •t cost. This act of fraction thereof, valves installed. determined by the city regardless of whether or drawings shall be kept on the site and shall be 2. P.V.C. Nipples shall be schedule g0 with scolded 2.10 TREE IRRIGATORS not any sob-contractor easy have been required by the 3.02 Do not allow water to accumulate is excavations. used only as a record set. threads, specifications to clean that sub-contractor's own portion Remove water to prevent softening of foundation END OF SECTION I 2. The above mentioned he coatet shall be tareed over to the sty at the coecluaion of the A. Provide aastmblin as indicated on drawings, including of the work while be was still on the job. bottoms, undercutting footings, and soil changes 2. These drawings shall also serve as work progress project. Before final acceptance can occur, 3. All P.V.C. pipe mast beer the followivt markings. vents, detrimental to stability of subgrades and foundations. sheets and shall be the basis for measurement and evidence that tbt city has received material 1.10 The ovttitse specifications are divided by the architect for Provide and maintain pumps, sumps, suction and payment for work completed. These drawings shall 211 SMALL LAWN SPRINKLER HEADS mutt De shows to the city Authorized a. Mannfactarer's some convenience only, it is the r,.& risibility of the General discharges lines, and other dewatering system components SECTION 02112 be available at all times for site reviews and shall Representative (io writing). Contractor to determine what trade is r ible for each necessary to convey water away from excavations. be kept in a location designated by the City'sNominal A. Sprinklers shall be similar in all respects to type meted espotrs b pipe size Authorize Representative. in le end on drawis d Should the record t L item, and to complete the job i■ its entirely. The following IRRIGATION1.01 PRODUCT DELIVERY,STORAGE AND HANDLING onfier specifications include only major information. la the 3.03 Convey water removed from excavations and rain utter blucline •s built progress cess sheets not be available able C. Schedule or chat absence of more detailed ificatinns,s11 anterials and to collecting or run-off areas. Provide and maintain 1.00 GENERAL for review or not up to date at the time of any B. Heads shell have screw tdjustmeen. spec t A. Handling of P.V.C. Pipe and Fittings The Contractor is equipment shall be approved by the city . The temporary drainage ditches and other diversions outside site reviews (refer to Section 3.02-B-3 - cautioned to exercise are in handling, loading, d. Pressure ratintt in AST.(not required on Observation Schedule), it will be assumed so work C. Nozzle shall rise s minimum of six inches, contractor and his subcontractors are atiilcd is the use and 1.01 DESCRIPTION uoloadieg, and storing of P.V.C. pipe and fittings. All drip tubing) has been completed and the Contractor will be interpretation of plans and have either notified the architect P.V.C. pipe shall be transported is a vehicle which excavation limits for each structure.aetnre. Do not use trench assessed the cost of that site visit at the current 2.12 ROTARY SPRINKLER HEADS prior to submitting a bid or ►tvc found these plass free of A. Scope of Work: Provide all labor, msteriata, allows the length of pipe to Inc flat so as not to C. NSF (National Sanitation Foundation) excavations as temporary drainage ditches. transportation, v" billing rate or the Owner's Authorized ambi pities sufficient for bid and construction nr i and services shown to furnish and u Odie r concentrated external approval not required on drip tubing)g p � IrrigationY Representative. N other subject it to undue beading o co � ( q D t) A. T r driven, with 'ekler beads D oinspections shall take tea, iipri install st m w w' Iu yDt' tca pop-up i Systems s is shown the drawingsload •t any int. As rection of i that boo been t pipe r Do r 1.11 All materials shall be Of the highest quality aid all 3.01 Material Storage. Stockpile satisfactory excavated and described herein. place prior to payment of that assessment. dented or damaged will be discarded and, if installed, f. Date of extrulioe materials where directed, until required for backfill or 1. RuDtxr cortred substitutions shall be submitted for approval by the shall be replaced with sew piping fill. Place, grade and shape stockpiles for proper 1 02 3. The Contractor shall make scat and legible Cootractor to the city prior to signing the eoettructios QUALITY ASSURANCE A REQUIREMENTS t 1.05 SUBSTITUTIONS 4. Solvent cement and primer for T.V.C.solvent- . drainage. Locate and retain soil materials away from notations on the a%-built progress sheets daily at weld pipe and fittings shall be of type and 2. Equipped with built-is check wire edge of excavations. the work proceeds, showing the work as actually A. Permits and Fees: The Contractor shall obtain and pay A. If the Irrigation Contractor wishes to substitute any ivtttllation method prescribed by the contract. Samples of items to be submitted shall be marked for an and all permits and all ins installed. For example, should a piece of B. Part circle beads shall have variable arc setting 3.05 Excess Soil Materia': Di Y De inspections is required. equipment or materials tilted on the irrigation drawings eatrtvfacturcr. and left for examination• so substitutions will be allowed Dispose of excess soil material and equipment be installed in t location that does not ceptbility. waste materislt at an approved o11-site location. and specifications, he mry do so by orovidieR the after the contract is Ice. f 8. Manufacturer's Directions. Manufacturer's directions match the plan, the Contractor must indicate that following information to the city S. tubing shall be manufactured of flexible and detailed drawings shall be followed in all cases equipment has been relocated in • graphic manner t for approval: chi compoon ASTM D 2.13 SMALL SHRUBBERY SPRINKLER HEADS 1.12 �h>ing� The owner reserrs the right to wake any 3.06 h Drains: Trenches for drains shall be ted to •s to match the original symbols as indicated in where the manufacturers of articles used in this algae-r rat, ori / k cis of . than cs, additions,or omissions is the 1•rts and to a um wide vtside to oC the t the irrigation legend. The relocated equipment and t yt D contact furnish directions coverie iota not shore I. Provide a statemcet isdicatie the reason for inch, .ISO ncbVfj� i ch f s %hail A. Sprinklers shall k similar is all rnpectt to type mored pipe plu ran o t mho the lrna or dimensions will then be transferred to the original specifications. The cost of such work to be added to a p in the drawings and specifications. deducted from the contract price- Is ase of increase is a directed b `' ngincer he rn of the trench as-built plan at the proper time. making the substitution. Use a separate sheet Of be Schedule V.C. as noted a oder 1.-b. on drawing, shall then bt cov II wi inches of filter paper for each item to be substituted. B. Where soled, peep type body shall be used, with allowance of 10% for overhead and profit will be included. C. Ordinances and Regulations: All local, municipal and 6. Capillary tubing sh I/ i.d., flexible height as noted is legend on drawing. material and the drai ..,II be laid with the 4. Before the date of the final site review, the perforations at the ctioes shall be in state laws, and rules and regulations governing or 2. Provide descriptive catalog literature, performance P.V.C. Any alternatives,sabtrtitutions and deviations from these joined relating to any portion of this work are herebyContractor shall transfer all information from the with couplers c shah,' on a minimum sl charts and flow charts for each item to be contract documents (plans,calculations, votes, etc. b the 'as-built' prints to a PHOTOmvlar y of 0.2 perce rcr the pipe has F-Raced, the incorporated into their made a part of these substituted. 7. Brass Pipe R Fittin General Contractor ted/or Owner will require a chaeta order - specifications, and their provisions shall be carried out procured from the City LANDSCAPE ARCFt is writingfrom the Owner. All chanes must be approved b trench _, ,c nackfilled with filter m _A to the Y All work shall be is waterproof 3. Provide the amount of colt savings if the a. Brass pi all be CSX red D mericam E DD Y b the contractor. Anythingcontained in these p all local governing authorities. ole shown on the plans, or •% directed specifications shall not be construed to conflict with indis ink and applied to the mylar by a technical substitute item is approved. Nati tandard Institute (AN _ hedule ccr" any of the above rules and regulations or requirements pen made expressly for use on mylor material. wed pipe- The Engineer d, Owner's Authorized Reprewritstive is sot of the same. However, when these specifications and Such pen shall be similar to those manufactured by 4. Approval of any item as t sorWitetion or 07 COMPACTED FILLS obligated or responsible for any changes or deviations which 3. drawings call for or describe materials, workmanship, or Rapidograph, Kueffel A Esser, or Fater Castell. altercate is for design only,Dated on information ittiogt shell be medium brass, screwed 1 are made of the job site(field), from the original set of construction of a better quality, higher standard, or The dimensions shall be made to as to be easily or samples provided by the Contractor. Ipound class plans. As the City's Authorized Representative's scope of A. Unless otherwise specified, fill material shell be larger size than is required by the above rules and readable even on the final controller chart (see work don not include anysupervision or construction compacted by the contractor while at a moittvre Section 1.03-C). The original mylar 'as-built' plan 2.03 ELECTRICAL ' regulations, the provisions of these specifications and (HIGH VOLTAGE) administration, the Owner and Contractor shall assume full content scar the optimum moisture content and to a drawings shall take precedence. shall be submitted to the City's Authorized and complete responsibility. density that is not less than 90% of the maximum dry Representative for approval prior to the making of A. All high voltage electrical service required for density determined is accordance with ASTM Test No. D. Superintendent: controller chart. The City's authorized S. Contractor shall be responsible for the total automatic controller and other equipment noted as 1.13 design,adegvtcy sed safety of erection brocis D1557-70, or other density test methods that will obtain representative will make so approval as to performance of such substitution to equal or drawing for irrigation system will be provided by 3"'1111a temporary anpports,etc., is the role respn try equivalent results. accurst of 'as-built' plans, only to the readability 1. A superintendent satisfactory to the •citya Y P Y y surpau the original in every respect. others (See related Section.) of th - tractor, sed has sot bete considered I ,c of said plans. B. The fill material shall be aced b Authorized Representative shall be present on the architcc ctunl aifftract . cspnesiblt placed y the contractor in site at all times during progress of the work. 6. If the substitution nrnvn to be unsatisfactory is for the ata of tJ ` Tp ,.', to application of layers that, when compacted, shall not exceed 6 inches. S. The Contractor shall dimension from two the ovinion of the city all shear wall, to I r tai - nd finish materials. Each layer shall be spread evenly aid shall be thoroughly 2. The Superintendent shall not be changed except pe points of reference, building Borne Contractor shall remove such work mixed Gerin the spreading E D permanent in t rs. He shall provide .eeessary bra ru provide stability t D g to obtain uniformity of with the consent of the citys Authorized sidewalk, or road intersections, etc., the location and replace it with originally specified item prior to the plical, the a ucntiooed materials. material in each layer. p g (including ) DESCRIPTION OF REVISION DATE CITI D D Representative. of the following items: iecludin installation as part of the work of this A►►ItOvLO Observation visits to th c structural engineer shall section. not include inspection of --�vc items. See section 2312 C. When the moisture content of the fill material it below 3. The Superintendent shall be authorized to a. Connection to existing water liucs U� that specified by the roil engineer, represent the Contractor. irtetr, water shall b< added H. The city shell have the CITY OF RANCHO CUCA MONGA by the contractor until the moisture content is as D. Connective to existing electrical power. sole responsibility for accepting or rejecting any 1.14 Vibrstional eff in vical eq of have sot been specified. substituted item a ere approved equal to equipment and considered b structu of engineer. D. When the moisture content of the fill material is t.ifieryi E. Expwseatioe of Drawings- C. Gate valves. materials listed on the irrigation drawings and . that specified b the roil engineer, specifications. 1.15 12mitr sc drawings do ser include•It of mih Y t eer, the fill material shalt d. Routing of sprinkler pressure lines for passible condition. It is the general cont 's be aerated by the contractor by bledieg, mixing, or other 1. Due to the scale of drawings, it is not possible to (dimension max. 100' along routing) 1.06 GUARANTEE r .,sibil,ty to co-ordinate each trade to assnrc pro• satisfactory methods setae the moisture content it as indicate all offut%, fittings, tlttvea, etc.. whish LANDSCAPE SPECIFICATIONS tallation specified. may be required. The contractor shall carefully• C. Sprinkler control valves A. The guarantee for the sprinkler irtiptioe tystem shall investigate the structural and finished conditions be made in accordance with the following form. The ' 1.16 QRJtrMj(m Conferthice; After rough framing affecting all of his work and plan his work f. Routing of control wiring. general conditions and supplementary conditions and gc contractor shall arrsese a pre-construct' E. After each layer bet been accordingly, furnishing such fittings, etc., as may supplementary conditions of these specifications &hall be 1 1 pheed, mixed, and spend be required to meet such conditions. Drawings, g. Quick coupling valves• filed with the Gay's or his representative prior to TRACT 14381-LOT A PASEO conic with the K he folio �- evenly, it shall be thoroughly compacted by the are generally diagrammatic and indicative of the , h. moisture sensors acceptance of the irrigation system. rubcontra roof windo . ctingirt o revies, contractor to the specified density. Compaction shall be work to be installed. The work shall be installed • Hd$ t v Other related equipment a directed by -Ye C waterproof t o rcrcis ac is to review accomplished by nc�etnfoot rollers, vibratory rollers, in such a manner as to avoid conflicts between City's Authorized Representative. L pf, �Q� APPROVED BYZ DATE all of the condru = , f the strut what a accessory to multiple-wheel pneumatic-tired rollers, or other types of irrigation systema, planting and architectural B. A Dopy of the guarantee form shell be included is the � oQ�\G t. HU f� maintain the buildin w ght condition, and who Ila acceptable compacting equipment. Equipment shall be of features. 6. On or before the deft of the final site review, operations and maietceartce manual. ` L24953 responsible for each uc _ h subcontractor shall such design that it will be able to compact the fill to S O ,may CITY ENGINEE RCE NO guarantee his portio nc in a watertight condition, the specified densis Com the Contactor shall deliver the corrected rod C. The guarantee form shall be retyped veto the k, Y Compaction shall be continuous 2. The word citys Authorized Representative as `c Q � for two years. T neral conic has the oveall over the entire area, and the equipment shall make completed vtiOTOMYURTO1116 GiTY Contractor's letterhead and contain the following d W w to DESIGN REC `MtitEtiDfG used herein shall refer to the citys authorized Delivery of the mylarswill mot information 2 sufficient tripe to insure that the desired dentis has � responsibility c that all defects erected is Y representative- relieve the Contractor of the responsibility of 3S n� r accordanc Section 13.2 0[ the Gen = onditions. been obtained throughout the entire fill. furnishing required informative that may be 0 R.E.J.-- rokN;/A - - 3. All work called for on the drawings by sots or * Th' riticei for the visual consistencyof fini teen, omitted from the prints Date - details shall tx furnished end installed whether or * ORawN SHE E T the utter tightness of the building envelope. END OF SECTION 3100 BP[STOC ST. SATE 100 mot specifically mentioned in the specifications. tfx �P COSTA MESA, CALCFOPMA 92626 - Q f1 ,grFOF CALIFa (7T4) 540-4700 __a1_or X11_ :MECKt � CAaw�NG NO fa C E »0 /y9� R.H. DA. E - - - --- - `iLE MO - - L SHEET NO. OF 2.14 iP EMITTERS A ACCESSORIES D. Mysical Layout- 9. Controllers: Verify exact location with the g. Upon completion of each phase of work,entire C. Plant materials. H. Hydro-seeded turf: 3.4110 EXECUTION city's Authorized Representative. system shall be tested sad adjusted to meet site A. itter shall be of a pressure compensation t I k I. All piping or equipment shows diagrammically on requirements. I. All plant materials shall be healthy, weft- 1. Gran seed shall be mixture noted in the planting 3.01 INSTALLATION PROCEDURES . s I tlets supplying two gallons of water pt ,, as drawings outside planting areas shall be installed F. Electrical Supply- developed represeetitions of their species or legend. Exercise care that no seed is distributed sotc drawing. inside planting area whenever possible. 9. Low voltage wiring under paving shall be tested varieties, free from disfigurements with well other than where it is specified; that which is, A. Inspection of conditions- Examine rotated work including I. 115 volt electrical service for automatic for continuity, pri rr to paving. developed branch and root systems, and conforming and germinates. shall be removed under this irrigation and grading of surfaces before proceedinx with any B. Emitter sh housed is an a - (5-1/4 inch 2. Prior to installation, the Contractor shall stake controllers shall be provided for by others. to Federal, State and County laws, requiring in- contract. work and inforn. City diameter an rtll height of 1 .hes) with top and out all pressure supply lines, routing and location spections forlant diseases and insect D in writing on conditions which may prevent the outlet ports ma - all plast' tcral, as noted on of sprinkler heads. 2. Low voltage wiring shall be placed in the same infestions. All plant material shall conform to 2. Apply water by the site irrigation system. ,Keep proper execution of this work. Failure to report unsuitable drawing. ditch and along side of main lines unless ANSI 260.1 - nursery stock, areas moist, but not glistening wet, until the conditions will require the Sub-contractor to rectify 3. All layout shall be approved by city's otherwise approved. time for the first cutting of grass. Any areas unacceptable work at so additional cost to the Contractor. C. All systems shall be 1, `" with a line strainer and Authorized Representative prior to installation. 2. inspection certificates required by law shall where seeds fail to germinate and grow satisfac- regulator on the ,argc s, f valves. Strainer 3. When more than one wire is placel in a trench, 3.06 MAINTENANCE accompany each shipment, invoice or order for torily shall be immediately re-seeded. Dress shall have a I csh screen, a inch outlet for 3.03 INSTALLATION tape wires together at maximum 15 feet on stock, and when such plant materials arrive at areas of settlement or erosion with a mixture of 3.02 WEED ERADICATION PROCEDURES flushing, , at be installed in a tic box. center. A. The entire sprinkler irrigation system shall be under site, file certificates of inspection with Forest SO percent fine sand (free of foreign matter, Regula ,hall be type and size note drawing. A. General: full automatic operation for a period of seven days Service. grading not to exceed that of 'nursery sand' as A. Manually remove all existing vegetation and dispose off-site. 4. Provide a 12 inch expansion loop at each prior to any planting. supplied by Consolidated Rock) and 50 percent D. p,llary tubing shall be secured by 1 i VC 1. All plastic pipe and fittings shall be installed in connection and directional change. 3. Tag plant materials with same and size is Decor- organic amendment and re-seed. Repeat this pro- B. Fertilize all planting areas with area 350-0-0 commercial ,proximately It inches long) located 2 inch:_ top complete accord with manufacturer instructions B. The City's Authorized Representative reserves the dance with standards of practice recommended by cess until lawn areas are acceptable to the fertilizer at the rate of 1/2 Ib./1,000 S.F. of pipe End of tubing shall be equpped with a b for same. S. Use a continuous wire between controller and right to waive or shorten the operation period. American Asso,cation of Nurserymen City's Authorized Representative and Owner. cap. remote control valves. Except as otherwise C. Water all planting areas thoroughly and continuously for a 2 pipe and fittings• approved, do not splice wire at any point. All 3.07 CLEANUP 4. Sizes of tree and shrub containers shall be 3. Mow grass, when reaches 2' in height, to not less period of two consecutive weeks. The Landscape Architect or 2.15 MOISTURE SENSING EQUIPMENT eoocrc • -: at + ,1 rection approved splices shall be enclosed in an stated on the planting plan. Container stock than 1-1/2'; during the period of maintenance, do Landscape Coordinator shall approve specified watering and at term,na -, t>Dcr gasket piping. A. Clean-up shall be performed as each portion of the shall have rows in containers for at least 6 not allow the y program designed to germinate all A. Provide moisture sttrtsor acceptable box. t grass to exceed 2-I/4' ,n height. duration and frequent g Bloc P,,.c �, t work progresses. Refuse and excess dirt shall be months, but not over 2 years. Samples shall be Collect all grass clippings during mowing residual weed seeds. as manufactured by Calsense #t1000S __ 6. Each controller shall be provided with separate removed from the site, all walks and paving shall be shown to prove that sot root-bound conditions operations and remove from the site. California. ground wire. swept or washed dawn, and any damage sustained to prevail. No container plants that have cracked D. Discontinue watering process for.2 days. Thee appty 'Round- 3. Line Clearance: All lines shall have a minimum the work of others shall be repaired and work returned or broken balls of earth, when taken from con- up' by: MONSANTO according to manufacturers 1. Provide low voltage wires to each remote control clearance of 6 inches from each other and from G. Automatic Controller: to its original condition. tainers shall be planted, except upon special 4 Maintain lawn edges adjacent to walks and build- specifications if perennial weeds are apparent. Apply no valve controlled by sensor. lines of other trades. Parallel lines shall not be approval ings in a neat condition until the acceptance of water for a minimum of 4 days following application of installed directly over one another. 1. Install as per manufacturer's instruetien. Remote 3.09 OPERATING INSTRUCTION the work. If header board is not specified, all contact weed killer. 2.16 VALVE BOXES 5. Do not prune, prior to delivery, except by lawn shapes as indicated on drawings shall be {,c. control valves shall be connected to controller in special approval. achieved b shovel cutting after first mowing of A- Valve boxes shall be fabricated from a durable see numerical sequence as shown on the drawings. A. The Contractor shall be required to train City's y 8 8 S. Trenching: H. Flushing or System: maintenance personnel in proper operation of all major lawn. E. Allow sufficient period of time to insure that all weeds are material resisteet to weather,sunlight and chemical 6. Plants shall be subject to inspection for size, equipment. Provide written evidence of the person or dead. Follow herbicide manufacturer's directions. action of soils. 1. Excavate trenches to required depths. Follow persons so trained to the City's Authorized variety, condition, latent defects and injuries, 5. Do sot allow workmen to walk on lawn areas 1. After all new sprinkler pipe lines and risen are y at place of growth and at the project site at any unnecessarily before, during or after seeding ��c, approved layout for each system. is plan and connected, all necessary diversion Representative. F. Water all planting areas thoroughly and continuously for a B. The cover shall be seemed with a hidden time before or during progress of work. Remove operations Recultivatc and re-seed damaged or work has been completed, and prior to installation period of 3 weeks.. A shorter watering period may be latch mechanism or bolts. 2. Trench bottom shell be flat to ensure piping is rejected plants from the project site immediately compacted lawn areas at the Sub-contractor' of sprinkler heads, the control valves shall be permissible at the discretion of the Landscape Architect or supported continuously on an even grade. opened and Cull head of water used to flush out END OF SECTiOh and replace with acceptable materials. expense. Landscape Coordinator or his pest control advisor. C The cover and hoz shall be tapable of sustaining t the system. 7. Protect all plants from damage by sun, wind or 6. Take sufficient measures to insure the lawns Discontinue watering process for 1 day prior to else second load of 1,500 pounds. 3. Where lives occur under paved tress,consider 2. Sprinkler beads shall be installed only afterrain at all times before planting. against damage resulting from pedestrian traffic. application of the herbicide spraying. Reapplying the spraying dimension to be below the :upgrade. flushing or the system has been accomplished to operation with a straight contact weed killer according to pest D. Valve Dox extensions shall be by the same If any type of barrier is used it shall meet with the complete satisfaction of the city's SECTION 024113 8. Substitutions will sot be permitted except that, the approval of the City's Authorized control advisor's recommendations. Allow a minimum of 4 manufacturer as the valve box. 4. Provide minimum coverage as fotlowr. Authorized Representative. if proof is submitted that a,iy plant specified isRepresentative. Repair all damage to else lawns days without irrigation for effective final week kill.' (le case of conflict with any code local,county or PLANTING OPERATIONS not obtainable, a proposal will be considered for before acceptance will be made, � � state) the most stringent shall apply. I. Sprinkler Heads: G. Clear all desiccated welds from the slope to the finished use of the nearest equivalent in size or variety E. Gate valve boxes sheet be round�n+e«�Mbexes with bolt with an equitable adjustment of contract price. 7. Acceptance of lawn areas will not be made until grade' down cove a. Pressure supply lists (2 inches and smaller): 1. Instill the sprinkler herds as designated on the i.N GENERAL covert, or approved equal. D 11 All substitutions will be subject to City's fawns have received their second mowing and all Canso V% It inches drawings and in accordance with their respective H. Water all planting areas thoroughly and continuously for 3 Iws�tt. E Authorized Represents approval. bare spots have Dene re-seeded and germination F. Remote control valve boxes shall be rectangular P+r- . detail. 1.01 DESCRIPTION consecutive days to saturate upper layers of soil prior to n b. Pressure supply lines(2-1/2 inches and has taken place on all re-seeded areas. Be re- hydro-seeding operations. boxes, Gh*r•*ir. or approved equal, with bolt-down 9. Plants shall have been grown under climatic con- sponsiblc for maintenance of lawns until accep- Y t De ations. covers marked with the valve identification somber targcr).,24'inches 2. Spacing of heads shall not exceed the maximum A. Finish grading and shaping of surfaces to receive ditions comptrtble to those of the subject site, ranee; this maintenance being g part of the instal- embossed in 2-inch high letters/numbers using AVERO indicated on the drawings. in no case shall the planting. unless otherwise specifically approved by the lotion contract, and bearing so relation to a C. Non-pressure lines: 12 inches 1. Allow planting arcs soil surface to dry out for one day only black, No. 206M point,or approved equal. spacing exceed the maximum recommended by the City's Authorized Representative. 'maintenance period.' prior to the hydroseeding application. Exercise care to not } rt.std►s Su find manufacturer. B. Soil Conditioners for planting areas and backfill mix allow the soil surface to be super saturated with water prior G. Tweet d. Control wire: li inches (OAP 'for for trees and shrubs. y-four volt splice Dox:Hall be Christie 12' x 3.00 EXECUTION J. Pruning: to the h dro-sccdin instillation. At the same time the soil IlMoncretemettr box marker 'S.B.' with same point J. Valve Boxes Y t t. Drip lines : 12 inches surface should not be Done dry. There should be some and color as in 'F'above. C. All plant materials. 3.01 INSTALLATION Prune minimum necessary to remove injured twigs and residual moisture within the first 1/4'of the soil surface. 1. All buried valets sed equipment shall be installed 2.17 BACKFLOW tREVENTER -as indicated on f. Capillary tubing: 6 inches drawings installed with a proper box. D. Staking and guying. A. Commence work within five days after notification by branches, deadwood and suckers. Y Authorized Representative and conduct J. Begin they hydro-seeding operation on all areas as specified. per code. C. Backfilling- the City's K. Clean up: 2. Fill arra ender box with a minimum of 3 cubic E. Turf'seeding and sodding• operations continually to completion unless weather K. Owner may shorten weed abatement period if deemed 1. Buried feet of pea gravel before box is installed. conditions are unfavorable. 1. During the course of the work, remove surplus pipe in trenches :Hatt be teeter boded g accessary. 3.N EXECUTION F. Pruning of trees and shrubs. materials from the site and leave remises is a only until all required tests are performed. D Trenches shall be carefully backfilled with the 3. Identification tags shall be attached to each B. Site clearance: Clean up and remove from the planting neat and clean condition. 3.01 SiTE CONDITIONS remote control valve, showing number that G. Maintenance of all planting. areas weeds and grasses, including roots, and any excavated materials approved for backfilling, 3.03 MAINTENANCE tERiOD consisting of earth, loam, sandy clay, sand, or corresponds with controller sequence. Tags shall minor accumulated debris and rubbish before commencing 2. Clean up and remove all remaining debris and sur- A. All scaled dimensions are approximate. The Contrat:tor be manufactured of polyurethane Behr Desopaid, H. Guarantee. work. Existence of major amounts of debris shall be plus materials upon completion of work, leaving other rpproveL materials, free from large clods of A. Upon completion of hydro-seeding operations, maintain all shall check sad verify all size dimensions and receive yellow in color with black letters 2-3/4 inches by called to the attention of the -:I� for removal. the premises scat and clean. city's Authorized Representative's approval prior to earth or stones. Backfill shall be mechanically 2-1/4 inches. 1. Related work specified elsewhere: Hydro-seeding areas for a period of one year as follows: proceeding with work under this section. compacted in landscaped areas to a dry density C. Storage: Secure permission from the Owner to store E 3. Remove all tags, labels, nursery stakes and ties A. Irrigation system: equal to adjacent undisturbed soil is planting 4. All boxes shall be areas. Backfill will conform to adjacent grades permanently marked on top, Underground sprinkler system. plants on the project site, and ensure that they arc from all plants. , B. Exercise extreme care in excavating and working nese designating t t Y existing utilities,-Contractor shall be responsible for without dips, sunken areas, humps or other surface t t ype of equipment installed therein, protected from damage e b sun, rain, wind and construction work.stenciled in 2' high black letters/numbers using A. Germination mgt irrigation: Approximately 24 damages to utilities which are caused by his operations irregularities, t t 1.02 INSPECTIONS Bonn after bydromnlching the planting areas, or neglect. Check existing utilities drawings for AVERO black, No. 106M paint or approved equal. D. Finish grading or planting ercsr. Grading shall be initiate the watering sequence. Leave the water 2 A five granular material backfill will be initially A. Inspections will be made b the C:t on long enough to moistco the soil thoroughly to existing utility locations. Y Y dont as indicated on else Grading Plans end as follows the depth of the slurs g placed on all lines. No foreign matter larger than K. Tubing: representative. Contractor shall be on the site when y mulch taking care not to 1/2 inch is size will be permitted in the initial inspections are made. Re super saturate or wash away the slurry and seed. C. Coordinate installation of sprinkler irrigation materials 1. .V.C. flex cement to weld flex tubin id quest inspection by I. Do not work the soil when moisture content is so SECTION 021115 includingbackfill. R Perform frequent, light irrigation until seed has pipe, so there will be NO interference with P .tting telephone at least 2 working days in advance of date great that excessive compaction will occur, sot germinated. Repair all seed washing or erosion. utilities or other construction or difficulty in planting desired. If the work is not ready for inspection when when it is so dry that dust will form or clods HYDRO-SEEDING 3. Flooding of trenches will be permitted only with the ins frets, shrubs, and ground covers. inspector arrives, Contractor shall pay for else will not readily break u approval of the city's Authorized 2. Tape tel o ds of tubing d � construction. Y D b. Establishment stage irrigation: After germination, Y inspector's visit. 11.00 GENERAL D. The Contractor shall carefully check all Representative. reduce the irrigation frequency while increasing the y grades to 3. Cut all robin wi er _ Victor ipe cutter. 2. Remove and dispose of ■II soil in planting Drcss t D duration of each watering The specific watering satisfy himself that he may safely proceed before Do not use a saw B. inspection is required for the following: that contains any deleterious substance such as: I.01 DESCRIPTION program shall be approved by the Landscape starting work on the sprinkler irrigation system. 4. if settlement occurs and subsequent adjustments oil, plaster, concrete, gasoline, paint, soiArchitect- l. Upon completion of gradin and soil conditioning vents, etc., removing the soil to a minimum Je th A. Slo approximate or Landscape Coordinator, but should in pipe, valves, sprinkler Heads, lawn or planting, 1. Installation o for emit ,,, all only be t t t D tx scarification approximate watering once a day for 90 days. 3.02 PREPARATION or other construction are necessary, the Contractor accompli: - ,th tool punch as ufactured by prior to planting. + of six inches or the the level of dryness in the B. Weed eradication shall make all required adjustments without cost to else ma emitter. affected areas. The affected soil shall be re- C. Hydro-seeding C. Hardening off stage irrigation: At the end of the A. Water Supply- the Owner. 2. When trees and shrubs arc spotted for planting, placed with native or imported soil as required. D. Maintenance 90-day establishment period as determined by the 5. erwratures are in excess of 90 degrees 'If but before planting holes arc excavated. The Contractor shall be responsible for any 1. The contractor shall coordinate with appropriate D. Trenching and Backfill Under Paving g p g 8 water district the installation of water meter and h,n with water before punching holes. damage to installed plants caused by such Landscape Architect or Landscape Coordinator, substances. 2.00 PRODUCTS reduce the watering duration of the water pay all costs incurred. I. Trenches located under cress where paving 3.01 TE;viPORARY REPAIRS 3. When planting, and all other specified work, sufficiently to allow for maximum water penetration except the maintenance period, has been for the expanding root system, while at the same asphaltic concrete or concrete will be installed 3. if an area to be landscaped is not acceptable to 2.01 MATERIALS time taking care not to cause erosion. The precise completed. g 2. Sprinkler irrigation system shalt be connected to shall be backfilled with sand (a layer 6 inches A. The city" reserves the right to make temporary the Contractor, he shall notify the City's 11 Y watering reduction program shall be determined by water supply points of connection as indicated on below the pipe and 3 inches above thepipe), and repairs as necessaryto keep the sprinkler 1. At end of 180-daymairttentnce period. Authorized Representative and Owner in writing A. Equipment ui ment shall have a built in agitation system and the Landscape Architect or Lrndscape Coordinator. the drawings. compacted in layers to 95% compaction using equipment in operating condition. The exercise of this operating capacity sufficient to agitate,suspend and manual or mechanical tamping devices. right by the city's shall not relieve the Contractor of 4. Prior to start of finish grading, looses all homogeneously mix a slurry containing not less than 20 kilos d. Final determination: Watering requirements will be his res onsibiiities under the terms of the guarantee as planting areas to a depth of 8'. Finish grades (44 lbs.) of organic mulching amendment plus fertilizer D 8 1.03 GUARANTEE 8 D determined by the Landscape Architect or 3. Cosneetions shall be tirade at approximate shall allow for addi!ior of soil conditioners. chemical additives and solids for each 100 gallons of water. Landscape Coordinator upon completion of the 12 locations as shown on drawings. Contractor is Trenches for piping shall ti compacted to equal herein spec ifi!d. responsible for minor changes caused b actual the compaction of the existing ft flu rat A. All trees, shrubs and plant material less than IS months. y undisturbed soil and shall be left flush with the 3.05 FiELD QUALITY CONTROL gallon size shall be guaranteed for a rind of one S. Make minor grate adjustments is directed by the B. Agriform 16-7-12 (plus iron), as manufactured by Sierra site conditions. g g De City's Authorized Representtt.ve. Chemical Company, Mil tas, California. 2. Fertilization: Fertilize all A dro-xeded areas with an adjoining grade. The Sprinkler Irrigation Di y year; 15 gallon sizes and larger shall be guaranteedacceptable commercial fertilizer beginning y Contractor :Hall set in place, cap, and pressure A. Adjustment of the System: fora period of one year. All guarantee ginnin 90 days from 4. Layout is diagrammatic route pipe to avoid any test all piping under paving Y t periods com- 6. Where designed drainage meets an obstruction, C. Cellulose Fiber Mulch 1500 lbs./AC. the start of the maintenance period and continuing once D F 9 prior to the paving mence from the time of final acceptance b the existing obstrucstions not anted on plants. y warp grades so that no water collects. work. 1. The Contractor shall adjust all sprinkler heads every 90 days until completion of the one year Contractor at the successful completion of the D. Commercial Fertilizer shall have 12 nitrogen and 12 maintenance period. and valves for optimum performance and to . 5. Coordinate location of sleeves under paving to maintenance period. 7. Use water trucks and sprinklers as required to Phosphoric Acid, 12 Potash. Fertilizer shall be ranular, accommodates steal. 2. Piping under existing walks is generally done by prevent as much as possible any ovcrspray onto g Y jacking, boring or hydraulic driving. Any cutting walks and roadways. No spray is permitted on control all airborne dust caused by grading uniform it composition, dry and free flowing. Bags shall be 3. Weeding- All heconcentrated developments areas: u weed growth B. Replace, is soon o weather permits, all dead plants operations. labeled with specific NPK Rutin tDpearin in else secdroix planting areas Burin the B. Observation Schedule: or breaking of sidewalks and/or concrete necessary buildings. and all plants not in vigorous condition as noted D R t D t 8 shall be performed by the Contractor and pavingdurimaintenance period shall be removed at 30-day intervals. ng the maintenance period. 9. Finish rade all pledtin areas to a smooth and E. Urca 35-"commercial fertilizer. Sub-contractor may elect to remove such concentrations 1. Contractor shall be responsible for notifying the replaced as a part of the contract cost. 2. if it is determined that adjustments in the f t y y 11 Permission to cut or break sidewalks •vd/or irrigation equipment will even condition, making certain that no water of weeds manual) program city's Authorized Representative in advance for 8 provide proper and more C. Plants used for replacements shell be same kind and y or ce to approved herbicide concrete shall be obtained from the city's adequate coverage, the Contractor shall make such size as original) planted. The pockets or irregularities remain. Remove and F. Seedmix for 90 days or until acceptance. the following observation meetings, according to Authorized Representative. No hydraulic driving adjustments prior to planting. Adjustments may planted and fertilized as specified sand guaranteed. over disposone f anld (one-half oreign inches:in diameterods and within G. Slope sttbilertt chemical shall be Borden Soil Stabilavt the time indicated: will be permitted under asphaltic concrete paving. include changes in nozzle sizes or degrees of arc, as required. three inches of the surface. Provide that grade Polymar as manufactured by Borden Chemical Company (213) 3.06 COVERAGE AND ACCEPTANCE a. Pre-job conference - 7 days y , or which, after conditioning and planting, is 1-1/2' 725-2626Soil Seal Pol mar Plastic Soil Stabilant as 3. Coordinate installation of piping and wires under 1.04 QUALITY ASSURANCE paved areas with General Contractor. 3. All sprinkler beads shall be perpendicularto below the tops of curbs and walks, sloping to manufactured by Pacific Architects A Engineers (213) 381-5731. A. Minimum coverage-. Final acceptance will be given at the b. Pressure supply live installation and testing - e sedrain to adjacent roadway, drain swale or catch end of the 180-da period 4E hours finished grades unless otherwise designated on the A. Nursery: Company specializing is growing and y pe od nate 80 percent germination and I. The installing contractor may (but is mot required plans and at height and distance from walks, basin. H. All hydroslurry components shall be in accordance with plant establishment has been obtained, as determined by the B cultivating else plants specified in this Section with ' C. Automatic controller installation -4S hours to) install sleeve for future installation of water buildings, etc. as noted. minimum three (3) years documented experience. horticultural soils report. City lines and wires, unless otherwise notes. 9. All rocks or unbroken soil clods over I-1/2' dia- d. Control wire installation - 49 hours B. Installer: Company specializing in instilling and meter brought to the surface shall be removed B. Final approval and acceptance will k sivem in writing by the E. Assemblier from the site. City following a H. Testing of irrigation System: planting the plants specified in this Section with final acceptance inspection. e. Lateral line and sprinkler installation - 48 minimum three (3) years documented experinece and hours 1. Routing of sprinkler irrigation lines as indicated on I Tat all F. Planting shall be done as follows: se The City reserves the option to extend the pressure ling ander hydrostatic pressure approved by nursery. maintenance period if be determines the project warrants the drawings is diagrammatic. Install lines (and of 150 pounds per square inch, and prove 1. Determine location of trees and shrubs by scaling further maintenance to fulfill the 80 percent coverage that is various assemblies) in such a manner as to conform t - f. Coverage test -411 boon watertight.with the details per plans. 2.00 PRODUCTS Ifrom Planting Plans. Obtain approvals from Owner required by contract.and City prior to planting. END OF SF.CTTON S. Final site review - 7 days 2. Taring of pressure main lines shall occur prior to 2- Install NO multiple assemblies is plastic lines. installation of electric control valves, quick 2.01 MATERIALS 2. aatioes have been Provide each assembly with its own outlet. 2. Spot containers, and obtain approval from the cr couplers or any other equipment that might CITY16 Authorized Representative before than the rntanvc, show prevent a proper test from being performed. A. Topsoil: Existing soil on the site shall be used as excavating pits. 3. Install all assemblies specified herein in topsoil for planting evidence i �-� whom these g purposes insofar as possible, but CITY accordance with respective detail. In absence of DESCRIPTION OF REVISION DATE C made _ 3. All piping ceder paved areas shall be tested under shall be fret of debris, oil, weeds or other foreign ;• Excavate pits with vertical sides for all plants. AMR'OYfp detail drawings or specifications pertaining to hydrostatic pressure of 150 pounds per square inch, matter. Contaminated soil shall be removed and re- Pits shall be twice the diameter and 6' deeper 3. No site observations will commence without as- specific items required to complete work, perform and proved watertight, prior to paving. placed with acceptable existing soil or imported soil. built drawings. In the event the Contractor calls such work in accordance with best standard than the container 15 root ball up to IS gallon CITY �F RANCHO C for a site visit without as-built drawie ractice. with size material; for IS gallon size and larger,gs, without D prior approval from Owner's 4. Sustain pressure iv lines for not las than 6 1. Imported soil shall be candy textured. Silt plus completing previously noted corrections, or without Authorized Representative. hours. If leaks develop, replace joints and repeat clay content of this soil shall be not greater pits shall be twice the diameter and else same depth as container or root ball. preparing the system for said visit, he shall be test until system is proved watertight. than 15 percent by weight. The boron content of responsible for reimbursing the Owner's Authorized 4. P.V.C. pipe and fittings shill be thoroughly this soil shall be not greater than I part per 4 If planting pits are cut with power auger, ver- Representative at his current billing rates per cleaned of dirt, dust and moisture before 5. All hydrostatic tat shall be made only in the million as measured on the saturation extract. tical sides of pit shall be additionally broken hour, portal to portal, (plus transportation costs) installation. Installation and solvcdt welding presence of the City'§ Authorized The sodium absorption ration (SAR) shall not ex- with balling her or spade to interrupt continuous ITIONS for inconvenience. No further site visits will be methods shall be as recommended by the pipe and Representative, teed 6.0. The electrical conductivity (ECE) LANDSCAPE S PE C FICA scheduled until this charge has been paid and fitting mtnufocturer. No pipe shall be shall not exceed 3.0 millimhos per centimeter at curve influence on root development. received. completely backfilled until it has been inspected, 25 degree celsius. In order to ensure 5. Plant material shell be planted in such a way 5. On T.V.C. to metal connections, the Contractor tested and approved in writing. conformance, samples of the imported soil shall shall work the metal convections first. Teflon that after settling, the crown of the plant bears 1 t C. Final Observation Prior to Acceptance' be submitted to Soil and Plant Laboratory, Santa the same relation to finish grade that it did to TRACT 14381-LOT A PASEO tape or approved equal shall be used on all 6. Furnish necessary force pump and all other test Ana (Telephone: 714/ 559-9333) for analysis 1. The Contractor shall operate each system in its threaded P.V.C. to P.V.C., and on all threaded equipment. else surface in the container. h() �, 4:9�_ prior to use. Results of testing shell be Q�, entirety for the city's Authorized P.V.C. to metal joints. Light wrench pressure is delivered to the City's Authorized �- . h , 6. Form shallow basin around edge of plant pit. 0. `4,t Representative at time of final observation. Any all that is required. Where threaded P.V.C. 7. When the sprinkler irrigttion system is completed, Representative for approval. �% ` " items deemed not acceptable by the city's connections are required, use threaded P.V.C. perform a coverage test in the '` �'' APPROVED 9Y: C/' QATE: y' t presence of the Authorized Representative,or mot in compliasee adapters into which else pipe may be welded. City's Authorized Representative, to determine if 7. Grade area around plants to finish grades and 5 �� B. Fertilizers and soil conditioners: dispose of excess soil. w ti ; CITY ENGINEER RC.E NO. 24953 with these specifications and drawings, shall be the water coverage for planting areas is complete . reworked to the complete satisfaction of the 6. Install backflow assemblies in shrub areas at and adequate. Furnish all materials and perform 1. Fertilizers and soil conditions are to be a --- city's Authorized Representative. minimum bright permitted by local Code. all work required to correct any inadequacies of manufacturd by Gro-Power and applied is t. Stake or guy all new arca indicated to be staked t� t3iSIGN RECOIrtkENOED a:u coverage due to deviations from lays, or where or guyed on plant material legend is aecordaecc R.E.J. 9 D accordance with t soils report to be provided by with details shows on the drawings. � � 7!• 2. The Contractor shall show evidence to the 7. Quick coupling valves. Uvtess otherwise the system has been willfully installed as the Contractor and prepared by: Soil and Plant Dais F"" Owner's Authorized Representative that the city indicated, locate valves within 12 inches of indicated on the drawings when it is obviously Laboratories, Santa Ana, California. All J' P DRAWN SHEE 7 , 3100 BRISTOL ST. SLPF 100 has received all accessories, charts,aecord hardscape. inadequate, without bringing this to the attention fertilizers shall conform to F.S. 0-F-241 4r q!� COSTA MESA, GILAFORMA 92626 10 drawings, and equipment as required before final of the City's Authorized Representative. This fertilizers, mixed and commercial. f OF �F�, _.L ,�pi �_ S. T. as test shall be accomplished before any round cover C AL` (714) 540-4700 observation can occur. Y t indicate .,- vents, filter, etcis planted. CHECKED DRAWING it0 R.CE 110 [� !/ THE 'GREEN BOOK' FOR PUBLIC WORKS PROJECTS SHALL BE USED IN CONJUNCTION WITH THESE SPECIFICATIONS. R.H. DATE FILE 110 / 7 97 -L- SHEET NO. OF