The URL can be used to link to this page

963uu_ls (1) I aL ENGINEER \� REQUIRED INSPECTIONS : THE CONTRACTOR SHALL BE RESPONSIBLE FOR OTIFYING CONTACT 1 \V FOR TCOUNTY E FOLLOWING REPRESENTATIVE R IRRIGATION AND PLANT NG SAT IINSPECT INSPECTIONS ADVANCE ITH LEAD COUNTY OF RIVERSIDE 77664NW. RAMONA EEXPWY, SUITE C 117710 IOWA AVE,ENGINEERING SUITE 10000MPANY R ��\VVVV TIME AS LISTED BELOW: PERRIS, CA 92571 RIVERSIDE, CA 92507 H lk� 951-776-9300 951-782-0707 -"l. PRE-CONSTRUCTION CONFERENCE 72 HOURS MARWAN ALABBASI RICHARD ONE ILL CONCRETE FORMWORK AND SUB-GRADE 48 HOURS CONCRETE FOOTINGS 48 HOURS H E M E T CENTER - CUP 03579 S2 LANDSCAPE ARCHITECT: DRY UTILITY CONSULTANT: w n CONCRETE FINISH AND ELEVATIONS 48 HOURS VIGEN INCORPORATED ALABBASI CONSTRUCTION & ENGINEERING Z � UTILITY TRENCHES 48 HOURS 516 W. SHAW AVE, SUITE 101 764 W. RAMONA EXPWY, SUITE C N �, DRAINAGE TRENCHING/PIPING 48 HOURS FLORIDA AVE , ( S R-74 ) & WINCHESTER ROAD ( SR-79 ) w NFRESNO, CA 93704 PERRIS, CA 92571 1 o MAINLINEIVALVE LAYOUT 48 HOURS 559-268-2711 951-776-9300 Q PRESSURE LINENVIRING INSTALLATION AND TESTING 48 HOURS DAVID BIGLER - P.M. CARLOS RENDON MARWAN ALABBASI o n NO LATERAL LINE AND SPRINKLER INSTALLATION 48 HOURS LANDSCAPE PLANS K COVERAGE TEST 48 HOURS FINISH GRADING SITE ADDRESS: 33420 HIGHWAY 74 48 HOURS BUILDING TYPE: VB - SPRINKLERED PARCEL NUMBER: 014-013-05 LLI Q SOIL PREPARATION & WEED-ABATEMENT 48 HOURS m OCC. TYPE: GROUPS M & B UNSEPERATED H PLANTTREE MA SHRUB LAYOUT 48 HOURS OCCUPANT LOAD: W PLANT MATERIAL REVIEW 48 HOURS z TREE AND SHRUB PLANTING PITS 46 HOURS (GROUP M) 70 (GROUP B) 0 0 A_ D FINAL GRADE PRIOR TO MULCHING OR HYDRO-SEEDING 48 HOURS CONSTRUCTION TYPE: NEW COMMERICAL a W O FINAL INSPECTION 7 DAYS wm N -- BUILDINGARAS: TOTAL BUILDING:m y '"'' C-STORE (1 STORY): 4,490 SF (9,000, 1 STORY ALLOWABLE) LU U 2 I CAR WASH (1 STORY): 737 SF (9,000, 1 STORY ALLOWABLE) ::j 0 FLORIDA AVENUE (SR-74) FUEL CANOPIES: 6,819 SF (UNDER SEPARATE PERMIT) aTOTAL 12,046 SF Q 0 ,_ } AGREE TO COMPLY WITH THE REQUIREMENTS OF ORDINANCE ! SITE ARA): o w w "= 1 AC PAVING: 35,848 SF U NO. 859 AND SUBMIT A COMPLETE LANDSCAPE DOCUMENT g z ,1 p CONC. PAVING: 10,890 SF rt PACKAGE. SHOULD THE ORDINANCE BE REVISED, THESE PLANS _ _ `? ''G ter., T Y (X 1 4 I- ¢ iA , L '•° �. 4 w LANDSCAPE: 68,161 SF = g Q MAY BE SUBJECT TO CHANGE BASED ON THE UPDATED ' '' w ORDINANCE. ._ -4"' O !�, . ONSITE/OFFSITE OLD HWY 74 57,401 SF O O p ''go' LMD (HWY 74 & 79) 10,760 SF ? zO z s _ x _ BUILDINGS: 5,227 SIF fid TOTAL LOT AREA: 147,850 SF (3.39 ACRES) O 'dl� U z 2017-02-OB �- � � ; Y 0 z SI E' VI BIGLER DATE: ` . j t APN NUMBERS: 458"103-027, 458-103-028, 458-103-029, 458-103-030 w ~ 3 IRPPH1 C o PROJECT g > LOCATION INDEX OF SHEETS a 0 U / Qq 1 COVER SHEET _ 2 LANDSCAPE MAINTENANCE 3 LANDSCAPE MAINTENANCE 4 IRRIGATION PLAN 5 IRRIGATION DETAILS 0' 100' 2 0' 400' 6 IRRIGATION DETAILS _ 7 IRRIGATION DETAILS z ® 8 IRRIGATION LEGEND /SPECIFICATIONS CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY 9 IRRIGATION SPECIFICATIONS ON-SITE: ALABBASI CONSTRUCTION 10 IRRIGATION SPECIFICATIONS OFF-SITE: ALABBASI CONSTRUCTION - Old Hwy 74 ONLY 11 IRRIGATION SPECIFICATIONS OFFSTIE: L & LMD 89-1-C per agreement date VICINITY MAP SHEET INDEX MAP 12 IRRIGATION SPECIFICATIONS 13 IRRIGATION SPECIFICATIONS 14 PLANTING PLAN INSPECTION SCHEDULE NOTES RIVERSIDE COUNTY MAINTENANCE QUANTITIES 16 PLANTING DETAILS 16 PLANTING DETAILS 17 PLANTING LEGEND/ SPECIFICATIONS z O 1 . AT COMPLETION OF PLANTING, ALL NON-TURF PLANTED AREAS ARE TO RECEIVE A 3" LAYER OF DECOMPOSED GRANITE. WASH EXCESS MULCH OFF CURB AND DO NOT LANDSCAPE QUANTITIES: 18 PLANTING SPECIFICATIONS m ENGULF STEMS OF PLANTS AND GROUND COVER. TOTAL LANDSCAPE AREA 19 PLANTING SPECIFICATIONS PHASE 1 OFF SITE 3,283 SQ. FT. > 2. THE MAINTENANCE PERIOD BEGINS WHEN THE WORK IS SUBSTANTIALLY COMPLETED AND ACCEPTED BY THE OWNER. THE MAINTENANCE PERIOD SHALL BE FOR NINETY (90) PHASE 1 ON SITE 29,946 SQ. FT. M DAYS, AFTER SUBSTANTIAL COMPLETION BY THE OWNER. THE OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED 10 DAYS PRIOR TO THE TIME THAT THE WORK IS READY FOR PHASE 2 24,172 SQ. FT. BENCHMARK O FINAL INSPECTION. THIS FINAL INSPECTION IS REQUIRED BEFORE THE MAINTENANCE PERIOD CAN BEGIN. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MATERIALS AND LABOR TO MAINTAIN THE SITE FOR THE MAINTENANCE PERIOD AT NO COST TO THE OWNER. THE MAINTENANCE PERIOD MAY BE EXTENDED AT NO COST TO THE OWNER SHOULD TOTAL TRESS 58 O Oo PREVAILING SITE CONDITIONS NOT WARRANT FINAL ACCEPTANCE BY THE OWNER. THE SITE SHOULD BE IN A WEED FREE CONDITION, ALL PLANTS AND TREES ARE TO BE IN GOOD 0.9 MI. WILY ALONG ST. HWY. 74 FROM THE INTERSECTION OF WINCHESTER CONDITION, THE MAINTENANCE PERIOD WILL BE EXTENDED IN ONE MONTH INCREMENTS UNTIL THE CONTRACTOR BRINGS THE SITE INTO COMPLIANCE. LANDSCAPE FLAT AREA 17,008 SQ. FT. ROAD (S.H. 79) AND S.H. 74; Il OF CENTERLINE OF S.H. 74; AT THE WILY LANDSCAPE SLOPE AREA 16,221 SQ. FT. SIDE OF THE ENTRANCE TO PANORAMA COVE MOBILE HOME PARK w 3. INSPECTION SCHEDULE SHALL BE DETERMINED AT PRE-CONTSRUCTION MEETING WITH LANDSCAPE INSPECTOR. (MINIMUM 48-HOUR NOTICE REQUIRED FOR (VINCENT AVE.); AT THE WLY END OFA 9" WIDE X 10' LONG CONCRETE C7 PRE-CONSTRUCTION MEETING.) TURF NONE DRAINAGE HEADWALL, SETA 31/2" ALUM, DISK FLUSH IN TOP OF HEADWALL 1 w 0z 4. FLOW SENSING AND COMMUNICATION FUNCTIONALITY WITH CENTRAL CONTROL SHALL BE VERIFIED PRIOR TO TURNOVER STAMPED "RIVERSIDE COUNTY BENCH MARK M-142 1984". z CONCRETE HEADER N/A ELEVATION: 1616.305 5. CONTACT COUNTY REPRESENTATIVE MARK HUGHES AT (951)955-6767 TO START MINIMUM 90-DAY PLANT ESTABLISHMENT PERIOD." (ACTUAL ESTABLISHMENT MAY TAKE of LONGER THAN 9oDAYs.) COUNTY OF RIVERSIDE NOTES m ¢ F 6. PRIOR TO ORDERING ANY MATERIALS CONTRACTOR SHALL PROVIDE SUBMITTALS TO CFD / LMD REPRESENTATIVE FOR REVIEW AND APPROVAL AS PER SPECIFICATION g r- REQUIREMENTS. WORK SHALL NOT COMMENCE WITHOUT APPROVAL FROM CFD OR LMD FOR ALL SUBMITTAL ITEMS. Uiu� THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GLARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL UTILITIES. z caz 0 LOCATIONS PRIOR TO INSTALLATION 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CALSENSE AND CFD/LMD REPRESENTATIVE FOR APPROVAL OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT O a. qi�4 O 00, '. LAST 48 HOURS TO BEGINNING CONSTRUCTION. y m J 8. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF 90-DAY PLANT ESTABLISHMENT PERIOD. PHONE: (951) 955-6790 FOR PERMIT CASES (C.U., P.U., OR wU O 9. PRIOR TO START OF MAINTENANCE PERIOD IRRIGATION CONTROLLER SHALL BE PROGRAMMED TO RUN OFF RAL TIME ET. IF CONTROLLER DOES NOT HAVE ET GAGE, VOLUNTARY), CABAZON AND AREA WEST w H REPLACE THE WORDS "REAL TIME" WITH "HISTORIC". PHONE: (951) 955-6885 FOR PERMIT MAPS AND TRACT MAPS OL w PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON Q g Fm- THE CONTRACTOR AND /OR OWNER IS RESPONSIBLE FOR SUBMITTING m 4 SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING w w w IMPLEMENTATION OF IT'S RECOMMENDATIONS. C7 Z z Case: PP26032 U.1 O For CUP03579S2 ' _ w ¢ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Exhibit: LAMD 4 (Private Maint.) (7 0N Q Dated 6/262017 Sheets 1-19 WITHIN THE ROAD RIGHT-OF-WAY ONLY. CAL TRANS PERM/T.#16-6-C0.0180 to z p INSP: IP160001 TECT Of aN NOTE: ACM PREPARED BY: BENCHMARK: CUP 0357952 LP. No. 160001 PP26D32 SKEET NO. > 0DC7TWORKCONTAINED IMTHIN THESE PLANS PwoscgpE INCORPORATED SHALL NOT COMMENCE UNTILAN ` a q COUNTY OF RIVERSIDE U ¢ WAl ENCROACHMENT PERMITANDIORA PLANNING ARCHITECTURE IN ERioR HEMET CENTER - PHASE 1 1 w two woxRNc GRADING PERMIT HAS BEEN ISSUED. s ENGINEERING I SEE SHEET 1 = 0 W DAYS BEFORE U w U YOU DIG YOU DIG R 7 WINCHESTER z O H 'tram lumareaGl¢dsq"iypdeFaualawmsikh�nrg " s+aw.snn w�+"+.snesrvo.cn w LANDSCAPE PLANS * 31nJULY' 18 * �� + I � ca+w +n+ OF 19 SH-s m U roLL FRE€ I—BDD-z2�-zsoD CeuaayabtlxoBMyvnetla�nrerva.mraevxammWil „et:Neow TITLE SHEET a a A PUBLIC SERVICE BY '"G7r'wmvxwmuBu yauAexr.mRv�WdNpearn6Y Rgh BY DILE APPR. DATE '"/,qt `CA° ,I;r DAVID B. BIGLER FOR: W O. COUNTY I� ¢ a UNDERGROUND SERVICE ALERT s�¢IuresRr�vokfilNarta'"pnaasAG¢s"M:oavmiazBNArp RENBONB FOF CAO 0 CERT N0. 3887, EXP 072018 SCALE: AL FTE NO. iy a ronl Mxmu" ENDNEER EOONIY H' Nrs V: urs V a a a � a M 0 > SECTION 3141 1.06 HANDLING FOR PERMANENTLY IX GATED AND TEMPORARILY IRRIGATED acwmwfiAvw witim 5 days after the comwtor diawva;a has been actified of entrance ways, show, driveways, pinking mea in walks, andea any LANDSCAPE MAINTENANCE SLOPES and FLAT AREAS: the sioudon. Formal or dead veg"atim well be normal and replaced with grewthwhich will obstruct vision at great hnenectiava. Zhealthy plains of the same species. All replacement plants main be approved by w A Do not drop or dump materials from vehicles. the mchitect gram camera repreaematiw before planning. d. Remove growth against a over structures mrd him any type of electrical 1H PART I-GENERAL or telephone fines(leave grown,mi block wells). 2. Planting beds shod be uninvested,pinned,trimmed, weeded, irrigated, fertilized, 1.01 SUMMARY PART2-PRODUCTS matched, and otherwise maintained in a tum" that presents a professionally 6, Shunbs shall be mused to sandy form and balance pleat to annual growth landscaped appearagee at WI times. Plant beds shall be kept weed gopher, : characteristics. Shoots, suckers, and branches of shmbe not combrtNOg in ❑ (� A. The work includes all services, labor, mmmals, transportation mrd equipment mecessay 2.01 PH ADJUSTERS: Normal, rabbit and pest free. Ground cover shall nes be allowed m grow into desired shape anal size show be removed. Renin typical growth habit of W \ to perform the work uWkatW on the Dowing; and as spedfia. The conditions of the Flowers, shrubs or has. Planting bees shall be maintained in a roamer that individual plains with as much height ad spread As is practical. Shrubs shat)be (zea Contract and Division l apply to this section as fully As if repeated herein. A. Sao Specification Landscaping fication Section:3293M Landing provides balance between do various types of vegetation, and pmvevts Allowed m compleffly fill planter beds (D M chromium of my ace species. The connector shall provide anmini a \,1 ❑ 1.02 RELATED REQUIREMENTS: 2.02 SOIL CONDITIONERS: minimum of flame-inch Layer of match w all planting beds with a slope gradient '/. Any depression a award ==it the base of shrubs included to ronin water w HZ of 3:1 or les. The remember shall provide for the special cads of various Place for Prom irrigation will be maintained in good condition to permit the n1 N A Section 32A400 Iuigptien System A. Sao Specification Station: 3293M Landscaping species. Diseased or dead vegetation shall he removed and replaced with healthy most efficient application of water And reduce waste. `Y ❑ B. Sermon 328400-R Recycled Wella Irrigation System plans of the same species. C. Section 329300 Landscaping 2.03 PLANTING BACKFILL: S. Do not kctilize native plant material as Blown on the Planting legend during the Q3. The arae or mall no use sail bow type rakes or equipment of similar design maintenance period. 1.03 DEFINITIONS: A. See Specification Section: 329300 Landscaping to clew Plant hada. Lightweight Lou takes or vacuum equipment may be road. The wwtrmtor shall maintain the soil Level in the pleat beds, and ensure all '. H. Tres: GO F A. Parricide, Includes my ofthe following: 2.04 FERTILIZERS: amfms root systems an,magation Piping are covered As required. The contractor ED N 1. FurWeavt mal be responsible for damage mused by contractor op"aaws at no additional 1. Tree malnawance and core is consideree routine an going uaiasnance and shall Z } 2. Herbicide A. See Specificaam Section: 3293001avdsaming cast In the owna be accomplished as specified or as often as necessary during the maintenance Z2 3. Insecticide period Tree maintenance and care uncludea, sharing has,adjustment of ties and O J 4. FWWCWe 2.05 WATER: 4. Shute; And Vines shad he trimmed proved, mgated, Dominant to present a m Porn, removal Of sakes, watering, fwflizmion, pest argon', punning, turf F O 5. Reflect repellents. healthy and managed Appearance. Shrubs and Vines will not be allowed to elegance, mulch clemence, removal of broken limbs an, benches, tree n U A. See Specification Beano: 3293W Landscaping encroach into gross new. A definite break shall he maintained Foresaw gins removaVreigmerma n,and fall cleanup. s `s W W C. Planting Bed: An area comprised of now, shrubs, Flowers, and groused cover, exelWwg And shrub arms. In such seas the contractor shall maivuin a h aRhy an, well- 0 M m y gas. 2.06 PESTICIDES: halmadIandaape. 2, The contractor dull woman and/or replace Trao;ring and guying as necesary 4 w specified in section 329300 Landscaping for the duration of the maintenance w v_ Z 1.04 DELIVERY, STORAGE AND HANDLING OF MATERIALS FOR PERMENANTLY A See Specification Section:3293M Lardisreping 5. Admonthsmonths, vines, and offer ad ivated plants shall be trimmed And pinned period. Stakes, sea and supports well he empared and Aboard monthly m Of -t O, IRRIGATED AND TEMPORARILY IRRIGATED SLOPES AND FLAT AREAS: According to their natural growth cha getan tics for proper health And attractive prevent Visiting and rubbing, and in promos natural development of teens. a } Appearance. All clippings shaft be terraved And disposed of by the end of each Ssekes, ties, an, suppoM1s shall be removed what the ma becomes capable of ¢ Z A. batifizer, Gypsum, and Iron Sulphas: Deliver to the site in original containas belting PART 3 -EKECIITION day. Pruning shall be accomplished As necessary in Accordance with conditions srpponing itself ❑ Z O manufacturer's chemical analysis, oma, nude name, a trademark, and indication of (a)through(d) specified below. Shrubs And voice shad be trimmed to shape for N conformance to into and federal lawswstmd of containers,fertiliza, cod gypsum may 3.01 MAINTENANCE REQUIREMENTS DURING THE NINETY (90) DAY MAINTENANCE get enc appearance and health at the firequevcy specified in this section. 3. Trees shall be pruned According in then vase growth ch meminaaCs in evenly U Z be fumishad in bulk with a cemificate indtceting the above information. PERIOD: from and balance the nee and in Promote Proper health and growth in Accordance W W a. Remove growth in Brad of windows, over wvana ways or walks, And will mapted standards and horticultural practices of Nee National Abmicuhme U B. Pesticides: Deliver to the site in original conscom ; wild legible label indieang A. Shmbs,and Vines: my growth which will cheaper vision a shat mumsecmns. Shrubs Society, of the Western Chore. AN ba mettlesome mum be Performed in F z Envlrohevtel Protection Agency (EPA) regsmatiov number and mmuhctum's around Perimger of buildings shall be trimmed to minimum natural wmpfianw with ANSI Z133.1 Safety Standards. Tree pruning shall include all _ ¢ sgissad urs. 1. the connector is responsible for the association And rnwo wwvi of all growth chpacsristica. areas of the project, which a s permgennly and/or temporarily imigmad for the (7 W vegetation included in these waffle age for the duration of the mm m duration of rhe maintenance period. All sucker growth shall be removed five 0 O ❑ 1.05 STORAGE FOR PERMANENTLY BREJOATED AND TEMPORARILY IRRIGATED period. During the lint two weeks of the ronintenagee period, the announcer b. Remove dmd, damaged a dismsad branches or limbs and crosing, and around the gas. All trees are on be inspected moraddy to identify pruning Of Z O SLOPES and FLAT AREAS: shall conduct a survey,of all areae wd idmafy by quantity, species,and location, adding and intentional benches geed;. Punning or Awaiting shall be accomplishee at Any time during the > O z all deed, dying, and diseased vegetation. The contusion shall be responsible for maintenawe period as hundred in wcordaee with conditions (a) through (h) U U E A. Feniliza, Gypsum, Iran Sulphatc, and Match: Score in dry locations away from restoring dying and diseased vegamen to a bealhy sus in ereadmre with C. Evenly f and balance the shrub to natural growth chaatt"istims. below: z contaminates. Accepted Harcu tuml Practice and Treatment. The architect and/or owners Hodges are to be trimmed to mamma their assumed growth chmuctensties Wg requagwaave will be the flnai audsrity in daemming which vegetation is inti net Allowed to obstruct pedestrian walkways. Shrubs "I be a. Renmve dead, damaged or diseased woad, or structurally weak limbs = N d B. pesticides: Do not win wort other maintenance material. Store b shicides"doxmwiod," considered dead or unalterably damaged. Remwratiw real replacemem of allowed to completely fill planar beds. Shmbs, hedges and vines shall that may cause a safety hazard. Remove interfering branches, nosing U ¢ retative to the airflow,has fiber pesticides. vegetation is considered routine mdnsnmee And shall be accomplished as often not be trimmed into round,square and a gwvmtric shapes. Side growth and robbhg bramEms. 2 W w as necessary dining theri e vairmnma pod Vegeush don replacement all be be to show allowed grow melees growth u in front of windows, avec ED d O F County ofRivemide Transportation Agency Lawasenye Mwgewme Specifications Conroy ofRiverade Transportation Agency Landscape Mainteesnce Specification County of Rrogaide Trmspo fim Agency Legitimate Maimenmce Specificrioru i County of Riverade Transpormtion Agency Landscape Momeeance Specifiea eas d 0 As of(Acmba 8,2109 320533-1 As of(bmbr 8,2009 320533-2 As ofOctobr 8,2009 320533-3 As ofOcmber 8,2009 320533.4 a , ¢ a I. Remove benches which adavger mol, eaves, and windows a hang Rodenticide Act, 40 CFR 170-171,CCR TiOe 3,ad CCR Tide 8. All peminde ebaoges for doe dsation ofthe mainsemmce peaiotl. The wngector shed perform d. Remove diff and debris fiem Around pop-up spray heads And pop-up within eight feet of sidewalks,parking lot driveways,and which obstrocr comminas shall be managed in accordance with the requmrrnmu of CCR Tide 3, imgation in a merger that wromums the health, growdn, cola and Appearance of roofs. Traffic sign or strerlights. 11mk includes removal of deed or broken Section 6684 and disposed of in me0rdance with CCR Tile 22, Each Ramada cultivated vegamon while Preventing ova imaging, water mnaff, amount rodl '. branches on the Banned for AR hanging an the tree. translation sbel to regrsared for use inner the prlcun[ mviromnmw paintingr. Repair or replecc defective or mmfimetioWag comwl valvae (Eiacnie condition under which it was spatial. The cmtraaor shall maria mneme author Moned) flow sensors and maga valves. Clam and service C, Provide elegance for buss, moving wins and similar vehicles along care to prevent any damage or illegal cowaxm ion by pesticides no vegetation, 2. Inigation includes watering of dings, vines trees and plains fa both valves. The contractor shall mill ace any damaged a missing valve boxes mens, water, fish, a s, and humans The conwuxr stall be held responsible and pemanmdy ixngand slopes and Flat seas. Cgs shall he exercised by regulating or vow lids. Valve box lids shall be kept m place at all times. liable for all damage, comandisdon, and off" moulting fiom commctor's the time add equipment to prevent westing of wast. Spinnaker bards shot to Barricades shall be pbcee over Any valve boxes with missing lido until d Eliminate and prevent growth into electrical or telephone trmomisoom pesticide use. adjusted to prevent water mray an brdWwgs, sidewalks, walls meanings and replaced. Valve boxes shall be kept level with existing grade as shown Time. Anticipate the Flow; of wind on branches, which might fall on adjacent Landscape. It shall be the contractors responsibility to apply enough on the drawings. tam mission lines. Shape the entire vee ether than two the tap. 4. Pesticide spaying shall be performed only on still days and will be stopped when water to Aware and maintain the health and vigor of all snubs,time,and plagued ', unfavorable wonder or other Conditions exist which would unduly increase the mom, fragment commissars shall be programmed form irrigation during periods L Maimuin, arvice, repair or replace rennet common systems as e. Prevent growth of trees in frog of windows, ova entranceways and hazard to pommel or damnable vegetation by drift, runoff, a leaching through of civ that exceed twelve hours of raawaR in one, day or doing rain stoma of specified by the product transformer. z walkways and which will obstruct vision at der instructions. the soil. Any Liman property or desirable vegetation damaged by the contractor am day or more. Once min has subsided controllers ding] be reprogrammed for O due to pesticide Applications shot be repaired a replaced a no Additional cast to migatom imaging. Controllers shall also be chaked and reset if necessary ':. g. Syssm remain and replacement will be accomplished with new parts W f Remove partially attached broken limbs And bmaI from has the oamer. afterpmvorfwges. and equipment that ass identical identical toexis regardless of diameter in laI Provide sakes or bias s required for > fume Formation. 5. Pesticide rinse water a excess peseicides from wnmmmr operations show be 3. The contactor shall provide all equipment necessary m perform all intention It. The contractor is responsible for requoetl unitaion by Any,mean during rte collected by Gasancestor in an mpropromi receptacle and disposed of at An operations. Fa temporarily iangated slopes, flat areas and macs widow furore the periods of system breakdown. '0 g. "Skid and"pollardirse a use is prohthited. approved dispoal sit se; a shol be applied to a similar target pea to which the Private lots that require mutual irrigators,the asommor;lull provide hoses and m Q original application cos made and in the same num"of application ff allowed irrigation equipment ed adequately him event indust this plants an io fa the duration of''. E. Fertilizer Appdmtion During the Maintenance Period: M I. Topping of uses is prohibited, by the EPA reginened label, the mainaseauce period In the eves that m area hes m comer comply due m a Osystem fa ,the amusing"I Provide a supply by within bear or mark. All 1. Apply fertilizer in a roamer that connotes hedth, growth, color And Appearance C. Weeds, Rodent and Pm Carmol: 6. Job site Pesticide Applications shall be made by Language] capable of identifying saves and valve box coven shall be kept closed At all times except when in of cultivated vegetation A applications mass described in sections 3293M the pen species W be controlled, knowledgeable of mil techniques, and able anal use. landanapiog and 329200 Tmifn the daaa0n ofthe malnmnance period. 1. Weed and Peg corral shall be performed to prevent encroachment of m apply pesticide maw ingradienu at presribed dosages and nates of Wanal"liable vegetation and noxious weeds,and infaution of pest(rodent, insect mpfication,as required by the label m achieve the requited annual undenjob sim 4. Imigamn equipment stall be kept clear of my obsmsaans including plant E Fallen Vegeution and Dellis Remove: Z f� and ruvguo iso established landscapes, including laws And around trees, conditions, without danger 0 people, pea or oho non-eget animas,Plains, or material.Dist or odw debris numal mding sounder hes,which Prevents Proper U_ \ games, flow"beds, em Noxious wads in landscaped andwrongnml growth areas, property. opemmnmail ail be removal. The contractor shot be hcon field responsible for my 1. The tractor gal' Police the mum proper area avoiding All paved Ares, N I plain beds and Imderepad areas gad net Lou allowed m establish themselves and damage to Project property, caused by aweless handling of megatons equipment planners, lawn areas, odewoks (imadi vg woman area sidewalks) and trash j' DID be maintained aced fee. Milani wood central is to be performed to 7. The cowmta shel be impassable Air having a spill kit on ;mice vehic'w cod including tetra.failure m no addidoml con m The own". enclassas and collect fallen moves, bmrmhes and limbo gcgardless of length or ¢ r 1O ¢ efiminme grass and wads in oinks and joints an aft paved and concreted areas. for reporting and clewing pesticide sivlls as required by see laws and flowing, dad vegetation, pages, tush, agave butts, garbage, rocks, and my ❑ , A W Wad control is to be performed to prevent die wauxhmenl of vegetation into regulations. The wvtraztw shaft submit a written report of spills on or in project 5. The contractor is responsible for dee maintenance and repay of all component of and e1 other dome he prevent weighty and wordings accvmWatiom during V O penmeter fences and fire breaks. Rodent control shall be partitioned as required property,within 8 hours of madam on the owner on company legalized. the inflation system for the duration of the maintenance p"iod This includes nomal campaign" working boon. Sidewalks shut be swept of washed as K to maintain healthy vigorous plant growth. Live or dead rodents shall be irrigation equipment items as shown on the oaiginel irrigation drawings. '.' necessary in keep flee of hash And geffeo. Colloand isms gall be promptly 0 removed within 24 became burn inn em And property disposed of. Malntenence and repos of irrigation equipment during the maintenance period'- removed and nkat W a legal disposal site. Project Property Prop Y sp W and shrubs, tuff and vegetation x y be protected from WI s. Pesti id insect O. Irrigation and Litigation System ladaincevnvce: shell ih dove a th additional coat m the oamr. Maintemvice shall include but LL ¢ N and rodent damage. Pesticides my be 'hiedtocontpeas. tensities plants vobelimitedmthe following: G. Remove ulDead Avirmix: ED y Is. herbicides slot be used in a nanny, which did not affect landscape plana 1. The contracts shot plan and adjust irrigation uhedWes for automatic, hind m ED U. health. portable urigaami systems based on rwwmel water regnuements with the a. RepAh mxepkce broken,egksing,or inoperative pop-up gray leads abed 1. Removal And legal dispoal of somal carcaeee are considered a name[ z O_ following wnaideati0vs: Poria-UPmgrs. maintenanme task tar the duetlm of the tow svmce period. Deed caresses 2. All pesticides,including herbicides,insecticides,f tmocides,etc.,shaft be applied a. the precipitation mi of ungmn components shell be legally removed immedamly when discovered by Ile co r. O ❑ 1 0 O � only by person holding a valid state license fm so each category of peat control c. il water infiltration res and holding capacity b. Repair or replace defective sprinkler head risen,mines on neem, finings, wok involved. My reqs. uired Anne, comity, or Road permits for possession. exposure awing ass and breaks w Adj piping. iat and aliga rens. Imparts era' : H. Erosion Cartrol: procurcmmt, or use of my ingicid a shall be otwoed and complied with at no d. plant imperial include o1 flhwgs as specified in the original imlgation drawings. y m J Additional expense to the coma. e. site climes conditions c L The contractor u responsible fa daily vuuo iemspectiom of elopes and A ¢ z f ET(Evepotranmiration)mat Clem and adjust pop-up apraybaads,pop-up roan, sprinkler head r grs: immediately reporting areas experiencing erosion to the landscape archisct C7 NT_ 3. All des shaft be rocusd,van pp ' a pe an,rotors on nays and their d/a mechanisms, check and adjust gaper owner's m unutive am the same da cage. ff de contractor fails n pes[ici p ;mooed,somal,handled.coda tree w strict SW geese en j pre y n V � 1- acwfdavice with the menufsmas label, which scall be regim"ee with the faproperwvemge unity Bar ladacape ashitat md/o owner's magaaaw of wage expanrekmg D. z Envmwwwal Protection Agency And the Staff of California. The connecter It shall be the companie's responability 0 adjust controdrs and/or erosion an the same day radiad, thm the contractor mashers Bill responsibility G. W shall comply with the requirements of the Fader' Insecticide, Fungicide, end banLo pnble irrigaton iapplication to e compsae for weekly mvoo MW H Comfy of Riverside hanspmmm�Agency Landscape Maintenance Specifications Comity Of Riverside Tmnspoawasn Agency Landscape Mamossuface Specifications County of Riveraide Transportation Agency Lwdeswei kintemvce Specifications County of Ringside Transportation Agency Loathsome Magnetites Specifications w d As of Harbor 8,2009 320533-5 As of October 8,2009 320533-6 As of October 8,DOW 3205334 As of October 8,2009 320533-8 W w W Z U ❑ Z Z z W O EE o 13 � a 9 Z � O Q. NOTE: CUP 03579 S2 IF No. 160001 PP26032 SEAL-LANDSCAPE ARCHITECT BENCHMARK: SHEET NC. PREPARED BY > U z WORK CONTAINED WITHIN THESE PIANS NNOSCgpF I N C O R P O R A E D COUNTY OF RIVERSIDE Z O SHALL NOT COMMENCE UNTIL AN o e a Y w ENCROACHMENT PERMIT ANDIOR A °t i PLANNING�ARCHITECTUREIINTERIOR HEMET CENTER - PHASE1 U ¢ DIAL TWO WORKING ENGINEERING SEE SHEET 1 1° ❑ w BEBGRE tars BEFORE GRADING PERMIT HAS BEEN ISSUED. m FLORIDA & WINCHESTER VA = w w YOU DIG RV LANDSCAPE PLANS z O FU- ihA>*g^�NaMitlapnrykadlaaapmkMgwoN s7 ,} I eTa-igNS a!ac,avreasno,u LANDSCAPE MAINTENANCE `� U > ou we g tY U tQLL FREE 1-6W-227-2600 NeavgaMmtANfydhdeprbmlokmddampuaa m SIJULY 1e ! Is^x mnnaxitr , OF SHTS ¢¢ www.womcou W a K A PUBLIC SERVICE Br aalop&!malaRaado!deor6maMso,kprv@ko�Wki RNrc BY GALE MPR. DATE �,T ^fes Pis DAVID B. BIGLER SCALE: FOR: W.O. GOUNTY \ ¢ rL UNDERGROUND SERVICE ALEAi bAehn NkblhbmnrcgnazaCkwUn°WmnNAe{Yak EXtlNHR REIISIgiS E011MY FOF CAO CERT NO. 3887, EXP 07/2018 H' NTA V: NTS AL HUSH.LP FILE N0. �V ati kau {Y �/ a a ¢ M `4 Nor any erosion control measures and/or apaUs n Gond W e dre ren rep cAnyon outstanding the sno nsenauce nems that were Previouslydv teed m he architect and/or owner's repasmtauvemmadditioriel costmthe owner. completed DY the resmmtiw Specialist. W2. UNA notification and agmmvent of the applicable croaim council measure by the K Relmiinmy Poral Maintenance Welk Throagho Face the above regdnarnwms have been l F landscape architect, the owner and the mutracnor, the connecter is responsible met a preliminary post maintenance walk through may be schedaled. At the preliminary for immediately repairing and conning my progressive rilliu8 that may occur, post mainteoaace walk though, the folowi gh vg procedures will be used: , 3. Erosion control measures may include but nm be limited to: i. Contractor must have (2) two persormel available with radio commmdcalion fm a Filling the enure length of the walk through. JU z \ 6 Raking 0 c Riduccing mood 2. A visual walk through of the emire landscape area will take place consisting of N M d. Properly programming irrigation operations an examination of planting areas San nming any retmming maintenance items in ei W \ ❑ e Replanning be completed F— Q f. Providing additional erosion control materials such as: 0 W I. jut minting 3. Once the preliminary post mniatemnce walk through has been completed, the ❑ 2. filter fabric landscape aahimot shall prepare a parch fist of otemadiug items An bs 3. hay bales completed and will provide a ropy of this list to the owner and mnaacmr for K 4, hay rolls review am use. It is the conttacmis responsibi ity in repair, replace, and adjust w Z 5.b. silt t ba n% all items on the punch bat prior m requesting a final par maintenance walk M Q M through. F— T. and/or other erosion control items as resumed m maintain y healthy plant material Shut stable slopes. L. Final Post Maintenance Walk Through: Before commrncemevt of a final post Z mainrawnce walk through each item on the preliminary port maintenance walk through Z Z 3. Additional erosion conwl measures required due m irrigWov operations panels list must be thoroughly satisfied, addressed and resolved by the cusumtor, Once O 5 programmed by the contractor that did not take into women cycle and soak the above requmment has been met a final post maivremnre walk through may be functions a the controller will be installed and/m repo d as directed by the requested At the finalp post mimleoance walk through,'V W landscape aahium and/or owner's representative at m additional c S m Use used: rm'84 the following pmcethnres will be Nj r on9R. ,V` DO n Z' I, Frequency of Maintenance Operations. 1. the more t must have (2) two persorough. l available with redia wmmudcatiw for W U o the more length Otte walk through. Of Zi TASK: FREQUENCY: 2. Only those items as indicaad on the prelimimy Past maintenance walk thmugb d Shmb and Vine Restoration aed Replacement. AS Required punch list will be addaased. This visual wogs through will consist of walking = Z Weeding: Daily through the porch list items created az the time of the prelmirimY poet p 0 Priming: As Required mammn®ce walk through, and exremung oustanding items. Anyma V I_ Tree Replacement. As Required deficiencies in the mawtename of the wetlands mitigation will be noted 2 Z Tree Staking: As Required J U Pesticide Applications: AS Required 3. Once the final past maintenance well through is completed and any outstanding Z F Debris Removal&Disposal: As Required items ereamd on tine final Punch list have been addressed the maivtmmce period H Of Imiga ion System Mahnwwce: As Required ma end. An additional walk then 2 Q Fertilizer A limon As Y Y is d required doe m itt he para' inability he EO Of W Fdtrn Vegetation and Debris Removal: Tvn'tt Weekly avtrac expense. n the Punch lista described above will be provided et the _ 0 O ❑ Removal of Lead Animals: AS Required W I.L. Cd, Re-Mulching(Mailmund at 3 Inches): AS Requirtd END OF SECTION 320333 > 0 Z Erosion Control: AS Required O (� U Z Y O Z J. At the mal of the ninety (90) day nu mm ane period,the covtmam shall request a post- WF — g meimerimme walk throvgM1 with the landscape arcniteu. Rim to aquesti� this walk U \ Q d through the following regdremonts must be entirely satisfied: z 1❑D U dK Cowry of Riverside Trenaporation Agency Landscape Mawtmavce Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications d AS of October 8,2009 320533-9 As of(Jomber 8,2009 320533-10 a Q a z O Ld M N Z ❑ w Z 0 1 Ud O w Z F- Q � � y ❑ Q I W t_ z > w F O o z3 F o0 Lu Lu EDQ Z Lu 00 0- a z I1f Of aJU 3 a LJ Z w o U Z Z Z w o N GO 00 GO z DEC7j � � 1\ NATE' PREPARED BY: BENCHMARK: CUP 0357952 /.P. No. 760007 PP2G032sriEEr Nc> o zJ l� J� WORK CONTAINED WITHIN THESE PIANS FADSCA<F INCORPORATED O F— SHALL NOT COMMENCE UNTIL AN ` a e. s, qq COUN7YOFRIVERS/DEU ENCROACHMENT PERMIT ANDIOR A 5 °v hHEMET CENTER - PHASEI TWO WORKING GRADING PERMIT HAS BEEN ISSUED. ' ,, ENGINEERINGSEE SHEET 1❑ w BAYS BEFORE R FLORIDA & WINCHESTER V > U YOU DIG 7 : sH s nE,m.EREaxnu w LANDSCAPE PLANS Z O pakhtl� Nle polNNs�orsre adp Mgulq r a stili raw mist oF19stTs Ir U TOLL FREE t-goo-zzT-zgoo namRgaMugWdryolCRdOgolnxm.lotkaremda¢s�ora 31 Jta11LY1 coin LANDSCAPE MAINTENANCE a a A PUBLIC SERVICE BY ahryGmmiiiSBm9adnger,Wudm,mepmrthrao{eartlihd IFp,R it IVE APPS. WEE m�qA aw°rzWPL 0. e DAVID B. BIGLER FOR'. W.O. COUNTY Q a UNDERGROUND SERVICE ALERT dd ENWiNh'¢MAMmiNaonapdNshlmaMmtirRNpRukr REVISIpE FOF 0 SCALE: N ENGINEE9 OYApY CAllf CERT NO. 3887, EXP 07/2018 H; NTC V. n�Tc /+-HUSH,LP FILE NO. a OIL M a Jul>NMEDIAN 71- J 1 4 00 030 3 0 _ FLORIDA AVE (SR-74) W U o, __ _. --CURB - _ I U - - — -- � .. _. . .CURD . . . oG _— ____._.__ SIDEWALK ❑ N y SIDEWALK REFERENCE PRECISE GRADING PLAN ° 17 ---_--- -- 1NFITfON'PRiORTO -._-.O ¢ P A I KFLTV PREVENTION DEVISE U� W 2 ) ROW ROW ! 1 D y ROW 1•__ — - - — -- - — — — — - - z \ , _ - - - – T c� – . - - Is - - - -- -- – - - – – - -- - - - – – _ C 30 URS O - -- -- - - - - - ---- 1. _ W W A0 A-03 11/2' 1 1 14.9 11110.0 I Zi a I �,,`; , �� II C ROW ¢ J 1 OB I a _ 1 x0 5 I \ I PROPOSED 1/r 94 TORO Z CANOPY w z 7 I FUTURE BUILDING OY O g I (NOT IN SCOPE) HYDRANT \ \ IA AULl U¢ a RASH j I z w w i� \\ '� ' ENCLOSURE 11 5 jO I j a a Q 1 /� IRE ¢ a I ,,- \ HYDRANTLu r o , PROPOSEDO �O �L—LS SITE.LEGEND \ �> - CANOPY \ a O U) PROPERTY LINE -'� _ 1 W { ,, I, 2 1 i / ELOCKER PROPOSED y NOTE: ORDINANCE NO. 859.31 ��-' 1 E RACK BUILDING L ---- �_ 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE NO. 859.3 AND TO APPLY THE CRITERIA FOR HE EFFICIENT USE OF WATER IN THE s 1 1 IRRIGATION DESIGN PLAN. - -- 0 I PRIOR TO BACKFILLINO THE PARTY T"—"' — _ � — --�� --� 1 /"•�JY— RESPONSIBLE FOR IRRIGATION �; s '. . r�rz� to ., i14• > INSTALLATION SMALL CONDUCT Ao iv- < 25 N PRELIMINARY FIELD INSPECTION OF hF LAINING WALL DRAINAGE A 70 A o9 THE IRRIGATION SYSTEM. .. ❑ i --a- __.� D e- - . EASEMENT NIS s Cr Op I AFTER PROJECT AN ADUIT SHALL BE ,� - - - - -s+ 1 CONDUCTED BY A CERTIFIED 1 .7115.0 IRRIGATION AUDITOR AND FINDINGS LU STATED IN A REPORT. N tt/2• BIORETENTION ` 1�' 1117 - -- - O RETAINING Oy1, ,1e A 7. -" i WALtL. 'L O o F N LOCATION OF IRRIGATION LINES + _ BASIN " I 1 //.^ j• �� f'� 1 2e CrAO�z POA � � - -- RETAINING WALL _ 1 1 473 7 1 ❑ AND SYMBOLS ARE DIAGRAMMIC. 153 � I ALL IRRIRGATION SHALL BE O �Ai PLACED IN PLANTING AREAS + - m G F' EXCEPT WHEN CROSSING + V2 -� LL PAVEMENT. SEE DETAIL G-040/041 � .� _�----�— •'I'-+ � f \ \9 X z CO UL ON SHEET S. 1 Z O ALLOWED lS�` IRRIGATION p 0 1 NO LOW HEAD DRAINAGE a • y— - � .. �.{ Y N r LAN , ic zo 40 5-01p ¢ 2 0 . - - _ - - �— SIDE��. A-15 1 4.6 O� - 0 IRRIGATION ALEGEND ZO ~—� --�. - 1 7 0 REF R TO _ - \9 a O - _1 + + '- -----.-�-OU GATE VALVE 1 zs 8 OF 7A FOR ¢ 1 • - -�1 --- "-_- PROVIDED FOR EGEND FUTURE '.. REFER TO SHEET 8 OF 19 FOR THE RIVERSIDE COUNTY ORDINANCE _ - 859 LANDSCAPE WATER USE Z W w --- -- --- - ---- --� 3 CO Z Z CALCULATIONS g¢g O_ I-- K ---- 5 CC NOTE: SEAL-LANDSCAPE ARCHITECT BENCHMARK: SHEET Nc. U5 z Of OU ti PREPARED BY: CUP 03579 S2 I.P. No. 160001 PP2GC32 > O z T WORKCONTAINEDWTHNTHESEPLANS NNDSCAVf INCORPORATED O SHALL NOT COMMENCE UNTIL AN . e. ei qq COUNTY OFR/VERS/DE 4 Y w F DIAL ENCROACHMENT PERMITANDIORA °� `F �= PLarvwNc ARCHITECTURE INtERIOR HEMET CENTER - PHASE1 LU o N BEFORE DRAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. ENGINEERING I SEE SHEET 1 FLORIDA & WINCHESTER 0 W> Cu) YOU DIG YOU DIG . R : .res e,r,.sNresxo c.vyra. LANDSCAPE PLANS 2 O H ikameklvdupeHlVtlsBsingtleephosprmmlµmrasmlrR — .ec lssA IFA* macsom.ml oF195rt'H ECU i0I1 FREE I-eoO-z27-zeoO rtasureyan7a pbWNalNaSpskNo.Nmaarare99oiNgnim Yt 31 JULY * wmvroF ca. IRRIGATION PLAN CIL a A PUBLIC SERVICE BY anngaPsmumy 4m.Yrcdurymosmkm..m¢anik6m�cerokl µIRK BY CAA ARRR, DATE 'P>,m °osE°i` y,�r DAVID B. BIGLER FOR: Wo. cOU NTY ¢ 0_ UNDERGROUND SER N�k'¢sPmd¢Me�nmoYaoaeephtlewNttabreuFyttx ,sM BNFMB rFOfCAt\FOP CERT N0. 3887, EXP 07%2018 SCALE: urc ure ALHUSN,Lv FILE NO. ,n2 � ryg Okmu ENGINEER DO.N7Y H' V: {YJ a � a M i a 1 1 x w r i /i ii ice; z 2 '` a $ Iy z in o f I- I I i%ji � I i 3 $ _ aAlamo Siiji��iii�� - iii �i� iii iii i - 2 U1 o R � � a ii/ / =1 1=_ 3 0 $ ° o TI I� ii III-I 3 z x z U w W o f ��ii��ii�� i��i _III I $ w 4 w ¢ v a x ii - ° & =III III iij/iii/iii/�iiiii I1=1I1= 1 r M waa � ° $ mz i� iii III-111= o NINE n a w a =1 ��ii�jrijji��ii�ji 1=1_I -III III �I 11- t o i o za iii — o w - III ��ii�iii��i��iiiii III IL— 2 z €� o CL 4 W moo > o: o �' F-I ;iii iii��ii,��i i I HSL g . o N - ° oma ® '6q� o II - g wLL m - 5 61IIT� lit , - ¢ = 11 m III II — 111-11 = o m 3 1 6 III 111 1 1 11= 3 III- _ �+ m ¢ '� � rg � ula II � III r=III I � I 1 ;1=1�1 g g Z = — III—III =III 7 Z IIITIII T. II III=1 g _ " I -- 1IN D, o PIPE � m � 11 11ow 111111 TRENCH DEPTH 9w w 1111 N m N (SEE SPECS) �¢ wLLa — =� g 11 1IIw 11 TRENCH WIDT Of a O a KTJ o —I!F1 (SEE SPECS) d O FINISH GRADE O DETECTOR WATER METALIC TAPE O w — 111 III—� - —1 I— - TIER 15 RECTANGULAR POLYMER ATTACH FABRIC TO VALVE BOX ¢ Z U m -) —III I-1 1—III 1 -1 1 — - _ 111--- — ' ' O CONCRETE BOX W/POLYMER O WITH DUCT TAPE x BACKFILL (FREE OF DEBRIS AND PRESSURE SUPPLY LINE O F O Q ROCK GREATER THAN 1", © (SEE PLAN FOR SIZE) -III—III=III-III-111— — F=III—III=� J - - CONCRETE BOLT DOWN COVER INSTALL FILTER FABRIC SEE SPECIFICATIONS) 1O FINISH GRADE cT=�111-111—Ill— =111— I O BUILDING FACE - O SEPARATE SCH 40 PVC U`�R TOP OF BOX FLUSH WIN GRADE © AROUND GRAVEL SUMP z CONTROL WIRES DIRECT BURIED 1 I— CONDUIT FOR MASTER V LVE 2 IN TURF AREAS; S ABOVE GRADE W W NON-PRESSURE LATERAL LINE FROM 7 ADJACENT TO AND TO THE SIDE OF =T—TI=7I—III—III- ' O 3/4" GRAVEL SUMP IN UNDER, AND AROUND g U SIX INCH POP-UP OR HEADS ON RISER O O BASE MATERIAL O SCH 40 RIGID STEEL GROUNDING CONDUIT © SEPARATE SCH 40 PVC R IN SHRUB AREAS O w z PRESSURE SUPPLY LINE FOR 120 V POWER SUPPLY CONDUIT FOR FLOW SENOR VALVE BOX. FILL TO tOP OF VALVE BOX HOLES ¢ K 4 NON-PRES5URE LATERAL LINE FROM CONSTRUCTION GRADE SAND ABOVE 3 BACKFILL MATERIAL (FREE OF DETECTOR WATER METALIC TAPE 3 FINISH GRADE a ROTORS OR 12 INCH POP-UPS © AND BELOW PRESSURE SUPPLY LINE O DEBRIS AND ROCKS GREATER THAN i") © (SEE SPECIFICATIONS) O SCH 40 PVC WR CONDUIT FOR CONTROL O SEPARATE SCH 40 PVC N%R ® 1" OR LARGER PVC ELECTRICAL CONDUIT W CONSTRUCTION GRADE SAND BEGINNING AND COMMON WIRE (SEE SPEC FOR SIZE) CONDUIT FOR SPARE WI S O LOW VOLTAGE NOTE: m Ow O 4 8'ABOVE TOP OF NON-PRESSURE PRESSURE SUPPLY LINE SLEEVES 4 ELECTRICAL WIRES LATERAL SLEEVE OT (SEE SPECIFICATIONS) ® STAINLESS STEEL CONTROLLER ® SPARE SCH 40 PVC UVR CONDUIT DO NOT CUT/SPLICE WIRES. MUST MEET > zz Z ENCLOSURE (SEE SPECS) OR FOR CONNECTION TO ANStSCTE 77-2007 AND ALL APPLICABLE NON-PRESSURE LATERAL CONDUIT FOR WIRE CENTRAL CONTROL SYSTEM NATIONAL ELECTRIC CODES. O U Z O LINE SLEEVE(SEE SPECIFICATION) © (SEE SPECIFICATIONS) y O Z O9 GROUND WIRE, ROD AND CLAMP SEE PLANS FOR PULL BOX SPACING. U y a RIVER SIDEGOUNTYTLMA: PLANNINGANDTRANSPORTATION DEPARTMENTS DATE:02-0513 RIVERSIDE COUNTY TLMA. PLANNING ANDT SPORTATION DEPARTMENTS DATE:O2-05-13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DA :D2-0513 --- -"-" RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE.02-05-13 L) o TRENCH IN LANDSCAPE ""' TRENCH IN HARDSCAPE WALL MOUNT CONTROLLER LINE VOLTAGE ELECTRICAL PULL BOX Z W w pppRpVFD BY; MPH q%+ROVED BY. MPH APPROVED BV: NPX }m APPROVED BY: MPH g F � .. OR AT STREET CROSSING , IN STAINLESS STEEL 'ate.. FOR 120 /240 VAC . a D: UQ S . G-04 3"=1'-0" REv: STD. G-041 3"=1'-0' RV 1 1"=1'-0" RBv. !• STD. E-003 3-:11 U" REv CIL cit! nc. c-o.�r urvnse PEl nwe a o°i Tif IN Humsenrca.P ruc U-301-WILL xowT srTRIJ varc rLc c MILK" eoxws If a 24" MINIMUM 1 2 3 a III III I IIS ' I I I I I I I I I 4 3 11=III=111- I=1 -11 = - f IIT I ! Hll II _ Il=lf= III-II IHII- 11--�I f-1 I S T-111=1 -(I1=1 I I�I I =1 I III 1-III TI I1-III l l k -T -I I II T-III I ' I=11 III III-1 II 2rr- 1I I I I I-III III I III III-I I I� I I- 1 z 1 ill—III III --I = .11 111=1 III III III TI O =7 T T i 1=' 1 —I 1 1 =1 1 1 f _ 5 2 5 NOTE: ISI tl� —I I� = ) 9 -_ INSTALL EXTERNAL CHECK �' - 6 3 6 VALVES ON ALL SPRAYHEADS > M 111 —111— 111=� = -� THAT ARE GREATER THAN 8 7 _G) VERTICAL FEET IN ELEVATION 1 111 -111- -111 (I '� Ilk 7 LOWER THAN THE HIGHEST „, N i - B 5 PONT ON THE COMBINED d, III—III (=111 —111-1 111 111 _ O 1=� 111 ll-J I I Hl III .r 111 8 NON-PRESSURE LATERAL LINE N,l1 1 111- : 1-1— ' -1 f '� E FOR THE ENTIRE ZONE. 0 11 111 - s W C 11 111 II VIII �i I: 111—i -1- 10 m —I =1 n III-11 I— III u_I a u n o FL Z ¢ 1 ¢ 5 O �q 0 4 6 O7 LOW VOLTAGE WIRES, 3 MAXIMUM NOTE: ¢ 7 STANDARD RECTANGULAR BOX 3/4" GRAVEL SUMP IN, UNDER, AND O of OUTER CASE OF CONNECTOR -FILL INNER CASE FILLED WITH '. LU z w O W/ LOCKING LID (DO NOT CUT O AROUND VALVE BOX. FILL TO TOP gg SEALER PRIOR TO FINAL ASSEMBLY LU Q ~ TYPE K COPPER TO ADDITIONAL HOLES IN BOX) OF VALVE BOX HOLES. O CONNECTION IST WIRES FOR PROPER O (SEE SPECISPRAY CATIONS) © 90 DEGREE ELBOW(1 REQUIRED) W LL O FINISH GRADE ® BACKFLOW PREVENTION DEVICE 2 FLUSH IN LAWN AREAS, 6 INSTALL FILTER FABRIC -ALL WIRE ROUTED BETWEEN O 2• IN SHRUB AREAS O AROUND GRAVEL SUMP. ® WITH PRECOMMENDED CRIMP CONTROLLER AND REMOTE CONTROL O (SEE SPECIFICATIONS VE 7O 1/2"z 8* PVC SCM. 80 NIPPLE Z 11111 z O CONCRETE METER BOX l`J PER WATER DISTRICT STANDARDS © PERINIMUM WA ER DISTRICT SUSHED TANDARDS O3 FINISH GRADE VELO AND COMMON CONTROL IIRE WAS VALVES SHALL IRA SPLICES 1/2" FIPT X MIPT SCH. 40 O O INNER CASE OF CONNECTOR RUN WITH NO WIRE SPLICES O FINISH GRADE O 90 DEGREE ELBOW (2 REQUIRED) WATER METER WIRE CONNECTORS g PRESSURE SUPPLY LINE ADJACENT HARDSCAPE S x S x T TEE IN LATERAL LINE a~ OU ® PER WATER DISTRICT STANDARDS Q COMPACT SUBGRADE ® (ONE FOR EACH SPLICE) O4 (IF APPLICABLE Q (LATERAL SIZE x i/2" FIPT) K W -WIRE SPLICES SHALL ONLY UR ) LABEL ALL WIRE ENDS B 24" MIN. LENGTH O EACH LEG OF aj � m � 4 TYPE K COPPER SERVICE LATERAL WITHIN 1" OF CONNECTOR. D WIRE IN SPLICE BOX, DO NOT COIL. AT THE REMOTE CONTROL VALVE. 5 1/2"x 2' SCH. 80 NIPPLE 10 NON-PRESSURE LATERAL LINE w Q" U O O PER WATER DISTRICT STANDARDS O (1 REQUIRED) O (SIZE AS NOTED ON PLAN) w V I- W z RNERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEP :0245131 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DE PAR A :02-0513 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:020513 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATEA2-05-13 CIL a TYPICAL WATER METER TION LOW VOLTAGE WIRE CONNECTOR " . 12" POP-UP SPRAY HEAD LOW VOLTAGE SPLICE CONNECTION I— APPROVED BY: MPH APPROVED BY: MPH WTO � P➢PWVED BY: MPH APPROVED BY: MINK X ¢ CONNECTION ONLY ., WITHEXTERNALGHECKVAL'L W W STD. I-001 3"=1'-O" RFv 4S D. G-020 3"=1'-0" REv: NS.S, aw. STD. I-061 3"=1'-0" REV: Z Z FILE 0Gl_-YPC"`- XLER "ETER Wxx[rnWDW fne c-Dao sR¢E coxN crrory YVG FILE, f Rt z e m+T:r-Ts.,w, cc t Z ¢ O ou_a PUP ry R.Y LEFT nvr. W 1211:2 ~ �� I7�� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK U O w //�S\\ JJ � O NOVdORK CONTAITHIN INED ED IMTH IN ESE PIANS E ROAD AY ONLY. ------ - - - - SEAL-LANDSCAPE ARCHITECT¢ U z w OU ai PREPARED BY: BENCHMARK: CUP 035795-2 /P. No. 760007 PP26032 SHEET NO. > O z pWDscgP ICORPORA ' ED O N ^"^'^'^'�^"�^'f^"'""^ SHALL NOT COMMENCE UNTIL AN ` D e. e, qq COUNTY OF RIVERSIDE fJ- U Q ~ NAL 1W0 WORKING ENCROACHMENT PERMIT ANDIORA °� `F s A�LANN.1,NOIIARCHITECTUREIINTERIOR HEMET CENTER - PHASEI GRADING PERMIT HAS BEEN ISSUED. - --- _ p� ew exAw ENGINEERING UII �6axD a SEE SHEET 1 x W W BEFORE DAYS BEFORE �� FLORIDA & WINCHESTER U j U Val ON You DIG - LANDSCAPE PLANS 19 1 z O _ TvarRlaYmo¢ar•AiNr {IxE{I¢auaPadebmwlN -- mMee IP :tae"m17 RIVERSIDE COUNTY DETAILS OF 19SFTS K U i0w F1EE 1-BOO-22]-2600 N¢awROaooexxaWAAhRBBONrzu to EaeaAULueaoob vmw,mDEnsoM INNINNIN CIL CL A PUBLIC SERVICE BY aRrB Aw'ctiHaww4o calmsnrt�:fiTNerorralarmo{earcM1hp µµg BY DATE APER, mi >9r 4�NNAL DAVID B. BIGLER FOR: W.O. COUNN ¢ EL UNDERGROUND SERVICE ALERT WI@rtMatsWh RlPnrrgaramUlksAloln]neay NNwia REI EOF CALIFO CERT NO. 3887, EXP 07/2018 SCALE: urs urs AL HUSH LP FILE NO. {//Y� a IkmlM. DIGINEFA Mum H: V: a w TOP OF SLOPE a � co � 0 O v —_. NOTE: I. > 0 0 0 0�0 g 0 0 fJ r — — — — — — — — CONTRACTOR 1 "I NI (IO SHALL BE BE 2 �-(� n RESPONSIBLE Ips / `b FOR 00 ®0 0 Ove �� 0 i FLOW 1 I CONaACSTRUCTING 3 H N,� / 3 5 I 2 I DEVICE IPREVENTN 4 ACCORDANCE 4 I 3 I WATER LOCAL . ❑ �, /7 =_ REQUIREMENTS. V 0 Wh�lM B 3 IIII 5 $ 6 w \ III z 7 o �y ai . . err::::. 7 / ~ 8 ! I o 6 m o 7 IIII � 6 _ n w z III B 2 - m F e _ I ' / ( III Ill=1IVIIIIII ° I � I =III III III=11 9 N III �� ° / II ill—11111 1 I Z 1L�„ Z NOTE: Er II n g o BUBBLER ENLARGEMENT J 1 O `o U — — INSTALL DRIP EMITTER INSIDE OF — 11 Ph OU _ _ PLANT WATERING BASING ADJACENT 1 - M W w 1 �—III—III—III— =III=1 1= TO ROOT BALL TOE OF SLOP o to m N III— III-III FLEXIBLE PVC RISERS SHALL BE FINISH GRADE 8 _ U z, TUBE DEPTH BELOW ROOT BALL i'-0" Q 1 O PREFABRICATED BY THE 7O O (SEE PLANTING DETAIL FOR BALL HOL€ DEPTH K O SCH 40 PVC 4" PERFORATED RIGID PIPE 5 CL MANUFACTURER UNLESS OTHERWISE g g O WITH FILTER SOCK AND 4" NDS GREEN APPROVED BY LIVID REPRESENTATIVE. DRAINAGE GRATE CAP FASTEN CAP Q LOCKABLE, ENCLOSURE, CO OR = z WITH A MINIMUM OF (3) STAINLESS BACKFLOW ENCLOSURE, COLOR:STEEL © PEA GRAVEL U STEEL SCREWS FOREST GREEN (SEE SPECIFICATIONS) O PRE-FABRICATED QUICKPAD _ 3 z O SHRUB OR GROUNDCOVER O AMENDED BACKFILL O (SEE DETAIL) O O BUBBLERSSEE IRRIGATION LEGEND) Q REDUCED PRESSURE BACKICLOW AND MOUNTING PREVENTION DEVICE, SEE SPECS ® FINISH SURFACE HARDWARE W W 1 MANUAL FLUSH VALVE ASSEMBLY 5 CHECK VALVE (DINSTALL 1 MINIMUM BELOW DRAIN GRATE TREE BUBBLER SCHEDULE SCHEDULE: g U O PLANT WATERING BASIN © 1/2" x 12" FLEXIBLE PVC RISER Z DRIP VALVE ASSEMBLY O4 1/FIK IPT X 1/2" MIPT SC!{ 80 NIPPLE PAINT FOREST GREEN (AVOID BRASS THREADED ELBOW H Q !r EMITTER NOZZLE AND SCREEN 2 EMITTER ON FLEXIBLE RISER © (SEE DETAIL) E GTH A9 REQUIRED) 12 REQUIRED) 15 GALLON - 1 BUBBLER HANDLES AND TEST COCKS) O (LINE SIZE) (2 REQUIRED) _ a Q SEE SPECIFICATIONS O PLANT ROOT BALL Q (SEE DETAIL) 1/2' FIPT x 12" PT SCH 40 24" BOX- 1 BUBBLER 3 BRASS THREADED RISERINIPPLE BRASS THREADED COUPLER w SCH 40 S x S x TTEE (OR ELBOW SHRUB SPACING 7 SWING ASSEMBLY FOR SLOPE TRANSITION 5 BO DEGREE ELBOW 38' BOX- 2 BUBBLERS O (LINE SIZE) (4 REQUIRED, LENGTH VARIES) 10 N O O 4 MULCH PER PLANTING DETAILS 6 ) 3 O (IF APPLICABLE) O D (LINE SIZE) (1 REQUIRED) Elf 1.1- O Q (LATERAL SIZE z ffi' FIPT) O (VARIES -SEE PLANTING PLANS) IRRIGAT ON TERAL LINE 42" BOX-2 BUBBLERS BRASS WVE STRAINER AND 6" LONG SCH. 80 TOE NIPPLE j n O z O PURPLE LATERAL LINE ® PRESSURE REGULATOR ® IRRIGATION PRESSURE SUPPLY LINE © (PER LE�EN�AND SPECIFICATIONS) 48" BOX AND UP -4 BUBBLERS ® CLOSED BRASS NIPPLE (LINE SIZE) 11 AND SCH. 80 COUPLER (LINE SIZE U Z FI�� ISLIP SCH. 40 5 BRASS /COPPER PIPE 12 PVC PRESSURE SUPPLY LINE y O z O FEMA EERR O FROM WATER SOURCE O EXTEND AS SHOWN ON PLAN W W d RNERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS jDATEF02 13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-0573 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DA -05. 3 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-03 oU EMITTER ON FLEXIBLE RISER z W W EBY'. MPH ` pPN30VEO BY: M1WN - APPROVED BY: MPI APPROVED BV: MPX > WITH BELOW GRADE LATERAL UNE - ° WITH BELOW GRADE LATERALS AND SCHEDULE _ UP TO 2" ION d K U STD. -091 1112"=1'-0" REv: a° STD. -090 N.T.S. REV: ' "� �' STD. I-050 N.T.S. REv'. STD. I-003 3"=1'-0" Ree ' aFE'. 1-e91 ENTER RI MSR BELOW MMELuc FLE 1-091M POINT RI➢X TRMEYW6 FII£. bC.v-igEE vE'LL &IBBLEROML ELFT FW3 BBOFTLW PREVENTION OEVla 2MG ¢ aL 4 4" MINIMUM 1 6 2 III — . III --V Ilf 111 IIIIIIIIIIf IIII� 1 II III III II 11111111- s — 2 A l A-1 A.7 z X11 1111„IIIIIII =III=' L-III-11 = — 3 11-60 111 1-61 11-60 111 7 7 —III—I 4 m I—III—III =1 =1 — _ ¢ g 2- — I— — 4 MULTIPLE VALVE MANIFOLD LU > M y — I = =�� NOTE: _ _ NO MORE THAN 5 ELECTRIC –III—I I —III- CONTROL VALVES ARE TO BE h 1 10 5 :I�T 6 1 5 INSTALLED PER MANIFOLD. EACH O — �= MANIFOLD SHALL HAVE A O to 7 4 MAXIMUM OF 15' SEPARATION. 6 ALL MANIFOLDS ARE TO BE INSTALL EXTERNAL CHECK —_ _ INSTALLED IN PLANTER AREAS z I� VALVES ON ALL SPRAYHEADS = B �L WHENEVER POSSIBLE. W THAT ARE GREATER THAN 8 1 1 VERTICAL FEET IN ELEVATION 'U FINISH GRADE 5 6” LONG SCH. 80 TOE NIPPLE z LOWER THAN THE HIGHEST O O (LINE SIZE) (TWO REQUIRED) 2'-0" T-6" 4 POINT ON THE COMBINED V W NON-PRESSURE LATERAL LINE 2 10" ROUND VALVE BOX (SEE SPECIFICATIONS,O g N4" GRAVEL SUMP IN, UNDER DO NOT CUT ADDITIONAL HOLES INTO BOX) O AND AROUND VALVE BOX, FILL SINGLE VALVE MANIFOLD Q FOR THE ENTIRE ZONE. TO TOP OF VALVE BOX HOLES 8" DIAMETER CL 160 PVC SLEEVE TO REST TALL FILTER FABRIC w z H 1 POP-UP BUBBLER 6 112" FIPT x FIPT SCH. 40 3 ON TOP EDGE OF ISOLATION GATE VALVE) 7 IgROUNO GRAVEL SUMP MANIFOLD PIPE Q (SEE SPECIFICATIONS) O 90 DEGREE ELBOW (1 REQUIRED) D m Q — PRESSURE SUPPLY LINE ~ LL EXTERNAL CHECK VALVE ® ISOLATION GATE VALVE PRESSURE SUPPLY LI Q (SEE PLAN FOR SIZE) 6 SEE PLAN FOR SIZE O rn W 2 ) O 1/2" x 8' PVC SCH. 80 NIPPLE (WITH CROSS HANDLE, SEE SPECIFICATIONS) ® (SHOWN AT SIDE FOR GRAPHIC z O Q (SEE SPECIFICATIONS (REFER TO PLAN FOR ) BALL VALVES TO MANIFOLD 1/2" FIPT X MIPT SCH 40 Q (SEE IRRIG. LEGEND AND DETAIL) CLARITY, LOCATE UNDERNEATH z0 ? 3 O FINISH GRADE Q 90 DEGREE ELBOW (2 REQUIRED) B SLIP X SLIP 45 DEGREEELL VALVE BOXES) Q (4 REQUIRED) I 3 QUICK COUPLER H O O ADJACENT HARDSCAPE 9 S x S x T TEE IN LATERAL LINE Q (SEE IRRIG. LEGEND AND DETAIL) BALL VALVE AND SUPPLY LINE TO QQ U m Q (IF APPLICABLE) O MTERAL SIZE x 112" FIPT) O QUICK COUPLER (SIZE PER PLAN) KO HEAT BRAND ALL VALVE BOXES PER H } " x 2" SCH. 80 NIPPLE NON-PRESSURE LATERAL LINE 4 1/2SPECS w U O © (1 REQUIRED) 1U (SIZE AS NOTED ON PLAN) ELECTRIC CONTROL VALVE 5 (SEE IRRIG. LEGEND AND VALVE DETAIL) 7 H D- Z RNERSIDE COUNTY TLMA: AND TRANSPORTATION DEPARTMENTS :02-0517 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE 02-05-13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS 02-0543 CL.a ` , POP-UP BUBBLERISOLATION GATE VALVE MANIFOLD CONFIGURATION a. w' APPROVE[I BY: MPH 1 AYPROVEBW MPH ,y APPROVED BY: MPI LU 3 d WITH EXTERNAL CHECK VALVE g. FOR UPT021120 PRESSURE SUPPLYL +�'? " SINGLE AND MULTIPLE VALVES. " 'i' w w STD. I-053 3"=1'-0' Wev 11/2"=1'-0" BEY: -Z STD. I-045 3/411=1'-0" REv: a U ❑ raE I-053 Pm uP eueBLER a nLE, wv-IsaNnox e.re vm.vE zs.We 1. nLE. I-v<s NNMrBLv cexrlsuganox.Bvs z Q z W 0 4 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK DC 0 \\�C /`%,F L_iJT WITHIN THE ROAD RIGHT—OF—WAY ONLY. P e z wv///I///' JIIIU1�1` LU O w NOTE: SEAL-LANDSCAPE ARCHITECT BENCHMARK: SHEET NO. LU U m PREPARED BY: CUP 03579 S2 LP. No. 160001 PP26032 > z WORK CONTAINED IMTHIN THESE PIANS NOSCAA I N C O R P O R A E D O R- g SHALL NOT COMMENCE UNTIL AN "Y COUNTYOF RIVERS/DE 6 Y y r ENCROACHMENT PERMIT AND/ORA q `e PUNNINGARCHITECTUREINtERIOR HEMET CENTER - PHASEI U ¢ D'u rxO WORKIRD I SEE SHEET 1 "' � ❑ N BEFORE IMrs aEFDRE GRADING PERMIT HAS BEEN ISSUED. m ENGINEERING FLORIDA & WINCHESTER U j U YOU DIC YOU DIG '� z O H RsonMLIBSDRaxSNdsylgpa{¢RareRorei6¢amRN _ TIEL NIlYAYE.n11 I I FREexo.cAgna LANDSCAPE PLANS K U TOLL FREE I-800-127-4600 ¢aMMO BEtFap¢dpcNaEaPNBn.hNBelamwa PY 61a iEL.IRm vAAvvl�xcou lEno-lrzi OF 1 95HT5 a a A PUBLIC SERVICE BY hymdaEuSgmBMko,INpirA¢AR4eaA¢7 3t Eu�hv to '� RIVERSIDE COUNTY DETAILS CL 4mmu" MML B' NTE AI R. DATE r9T P0` DAVID B. BILLER FOR: W O. COUNTY Q 0. UNOEAGRWND SERVICE ALERT 9AfiI lldRTY¢Mo�mloiopaaraplderAdmatlrerapthl¢n¢ RMONS FOF CAO 09, SCALE: AL HUSK LP FILE NO. q� mltlrhuur : INNER o3U0Y CERT NO. 3887, EXP 0712018 H' u1S V MTS VVV a Q ) 1 I 1 3 -- 1 1 5 . w \^{ i 2 2 4 - Z y 6 \V I WI TH VgRIEE - s 4 III-III -III _ 11 III—II II=1 1 s w z v0J M ❑ I- 11 FDA- z — ¢ al a 5 i ❑ 7 1 4OC a a 16 — I— II—TIL _ IIL —I ..71 L.,LI—J' I —III ISI—.IL=a3L l 13 O ' = LU ¢ (i : a 1 18 E 4 VJ TRACT BLOCK WALL i 3/4" GRAVEL SUMP W, UNDER AND 11 T z s I O ELECTRIC CONTROL VALVE 10 AROUND VALVE BOX, FILL TO TOP OF — z z STANDARD SIDEWALK I VALVE BOX HOLES 8" LONG BCH 80 TOE NIPPLE I . Q �a - O3 3TANDARD CURB 10 I O (LATERAL LINE SIZE) 11 SLIP X PIP ELL (LINE SIZE) — F w CONNECT WIRES TO VALVE USING PVC PRESSURE SUPPLY LINE (CUT C{� H IRRIGATION SLEEVES AS REQ'D ® WATER TIGHT CONNECTORS SEE 1 TO FIT MAXIMUM DIMENSION FROM 1 I13 14 4 UI EXTEND DI BEYOND EDGE OF 1 FINISH GRADE 1" MIPT X PIPET SCE 40 _ m O ¢ N CURB RADIl1S AND INSTALL TYPICAL PLANTER / SPECIFICATIONS) TOP OF VALVE TO TOP OF LID) L Q 8 LEI U z 7'-8" FROM THE CURB, TYPICAL © MONUMENT ENTRANCE TEE IN PRESSURE SUPPLY LINE 1 374" GRAVEL SUMP IN, UNDER AND g BCH. 80 PVC BALL VALVE (LINE SIZE) QUICK COUPLING VALVE O ELL (2 REQUIRED) O O 4 USE iM2" PVC SCRAP T WRAP 12" OF 13 LINE SIZE D AROUND VALVE BOX. FILL TO TOP OF O a WHERE SLEEVES RUN D ADDITIONAL WIRE BEFORE ( ) VALVE BOX HOLES OO (SEE LEGEND AND SPECIFICATIONS)Og 1' X 8" BCH. BO NIPPLE 7 24" BEYOND CURB RADIUS TYPICAL O CLOSED NIPPLE (2 REQUIRED) QPERPENDICULAR TO CURB, EXTEND O CONNECTING O PRESSURE SUPPLY LINE Z RECTANGULAR VALVE 80X(SEE O TEE IN PRESSURE SUPPLY LINE O = z SLEEVES 24" BEYOND HARDSCAPE 18^ BACK OF SIDEWALK OR MAINT. BAND 14 (SEE PLAN FOR SIZE) SPECIFICATIONS, DO NOT CUT 10 1" ELECTRIC CONTROL VALVE�((WWITH 10 I" PVC. BCH. 40 STREET ELL O E- O EDGE, TYPICAL ® (7'-0" OR 3'-6" FROM FROM CURB FACE ) U5 CLOSED NIPPLE (LINE SIZE) ADDITIONAL HOLES INTO BOX) PRESSURE REGULATING FEATl1RE, PRESSURE SUPPLY LINE U A- LATERAL LINE SEE SPECIFICATIONS) O (SEE PLAN FOR SIZE) 11 INSTALL FILTER FABRIC z PROVIDE MAINLINE WIRING AND ISOLATION VALVE PRIOR TO STREET (SEE PLAN FOR SIZE) 3 WYE STRAINER (SEE SPECIFICATIONS) 11 2" BCH. 80 NIPPLE (2 REQUIRED) O AROUND GRAVEL SUMP W w LATERAL SLEEVING PER PLAN Og g FINISH GRADE PVC NON PRESSURE LATERAL LINE 8 10" ROUND VALVE BOX (DO NOT g U g PER DETAIL G-041 CROSSING (SEE PLAN AND SPECS) BCH. 80 COUPLING 4 O CUT ADDITIONAL HOLES INTO BOX) 12 3/4" GRAVEL SUMP IN, UNDER z RECTANGULAR VALVE BOX (SEE 18 OR POLYETHYLENE TU81NG (SEE 1 1" BCH. 80 NIPPLE (2 REQUIRED) O MAINLINE PER PLAN, SPECIFICATIONS 7 O (LATERAL LINE SIZE) BCH. 40 GALV. 38" STAKE WITH (2) AND AROUND VALVE BOX. FILL H K O5 BLOCK PILASTER TYPICAL 10 O SPECIFICATIONS, DO NOT CUT SPECIFICATIONS) O 8 SPRINKLERTIES TO TOP OF VALVE BOX HOLES AND DETAILS, INSTALL 18" FROM ADDITIONAL HOLES INTO BOX) Q INSTALL FILTER FABRIC AROUND 18" LENGTH OF BCH. 40 FLEXIBLE 13 BCH. 80 PVC UNION (LINE SIZE) O = a¢- BACK OF SIDEWALK OR MAINT. BAND 5 PVC BCH. 80 THREADED NIPPLE C7 a LOU GRAVEL SUMP PVC TUBING CONNECT TO FILTER PVC BCH, 40 fIP X PIP ELL <n O ❑ NOTES: PVC BCH 80 BALL VALVE 14 (2 REQUIRED) 7 (SIZE TO FIT) w z C0 ' 1. LINES MUST HAVE MINIMUM CLEARENCE OF 4" FROM EACH OTHER © (LINE SIZE 1a VALVE IDENTIFICATION TAG 6 USE 112" PVC SCRAP TO WRAP 12" OF © INSTALL FILTER FABRIC AROUND AND 24" FROM OTHER TRADES ) NorE: ADDITIONAL WIRE BEFORE CONNECTING i p 00 Z 12, ALL SLEEVES MUST BE BCH 40 2X THE SIZE OF THE LINE SIZE BALL VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE DVC SCH. 40 SLIP X FIPT ELL CONNECTIN GRAVEL SUMP O 4" SCH 80 NIPPLE (LINE SIZE) IS INSTALLED AS A SINGLE VALVE AND NOT PART OF A 7 RISER FROM PVC PRESSURE SUPPLY LINE i6 VALVE IDENTIFICATION TAG Y 0 2 MANIFOLD. W y a RIVERSIDE COUNTY TLMA'. PLANNING AND TRANSPORTATION DEPARTMENTS DATE.O&0813 RIVERSIDE COUNTY TLMA. PLANNING AND TRANSPORTATION DEPARTMENTS DATE:0245-13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-73 RIVERSIDE COUNTY TURA. PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-0543 C� o STREET SLEEVING i ELECTRIC CONTROL VALVE 0 w U APPRovEDBY: MPH DRIP VALVE ASSEMBLY - 1" QUICK COUPLING VALVE L a E MPROVED BY: MPH yE� AP%WVED BY MPH APPROVED BY: MPH O r 4 ice.... WITH BALL VALVE OIL STD. G-042 N.T.S. REN: WITH BALL VALVE M � U Rev' STD 1 042 3'.=V-01. �t " REV d FRE P-o"z amECT s PNOPA MINIIIIIIIII STD. 1-041 1 1@"=1'-0' P LE w FRE, 1-042 STD. 1-044 3"=1'-0" -_ OUPLERDN6 ELECTRIC CONTRUL VAEVEOv6 -BIEyUP VnLVE nSSEx8V OV6 ¢ a z 0 U TIC o DC 00 0 ❑ w z 0 U L ❑ w z o ¢ o: JET DO ¢ v~— g y w Z O 0 : 3 00 Uo Q Goz OUT Q U O Cl N�j CL z ¢ w x z ¢ LU 3 a LU w o Z U 0 a a z 0 Ed l m z p NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK II -�� WITHIN THE ROAD RIGHT-OF-WAY ONLY. z J ILII LU O a NOTE: SEAL-LAN ARCHITECT BENCHMARK: SHEET No. LU U z PREPARED BY. CUP 035795-2 /P. No. 760001 PP26032 0 O z WORK CONTAINED NCE NTHESEPLANS `PWO6CgpF INCORPORATED 0 H � ^^^'^^'^'^'^"^"""^"^ SHALL NOT COMMENCE UNTILAN a La e. Bay 'Vq COUNTY OF RIVERSIDE 7 Y rn I— ENCROACHMENT PERMIT ANDIOR A > ` °x PLANNINGARCHITECTUREINTERIOR HEMET CENTER - PHASE 1 U ¢ DIAL TWO WORKING I SEE SHEET 1 w ❑ y BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. FLORIDA & WINCHESTER U a j U YOU DIG You DIG — R y z \` 0 tNpiWRYr2N{eteReepiigNeedaeilrerymdeeleveg VAslew aHR a reTOT.P asxo.engea LANDSCAPE PLANS CCU TOLL FREE 1-600-227-2600 peawrga lmAdDede h�.IrNB¢Nalvow" * 31�JULY IB �' 'E IOW IFF c elaxinaj OF 19 SHIES a a A PUBLIC SERVICE BY '�a�Mm�hw'PNBa��Ie�N+mnte�rmledeuaclAB �RDAVIDB. BIGLER oER.w RIVERSIDE COUNTY DETAILS / _ ¢ a UNDERGROUND SERVICE ALERT II9WMVN MENmmloparaNRWSNA°omreugWNlsM N MiE REMUS WR OAh ��tE OF CAL CERT CERT NO 3887, EXP 07/2018 . PITY SCALH;. NTc V, NTH FOR: A -.OSN LP W 0 FILE NO. �I /1 �1 � and hMIR ENBNE ODUNTY VVV w/ a a a N < INN Riverside County Ordinance 859 Landscape Water Use CalculationsLJ I IRRIGATION LEGEND Project Type Commercial Z (Insert Project Name, Description ) S mbols D se tion Symbols Description 0.45 ETo allowance GPH GPSTCV4 ON GFIH1212" FW Riser. See Installation Detail 1-091 IRRITROL TOTAL CONTROL-R cordroier TC-18EXM-R 18-station outdoor on sheet 6. Max. Flow 4 gph (metal cabinet)- IRRITROL CLIMATE LOGIC wireless weather sensing p system(wineless weather sensor and module) CL-100-Alreless Wreless W weather sensor to be mounted top Omar pampet of building. Provide HUNTER #H(Di{-LRC-AW Quick Coupler. See Installation BellI-1144 Owner/Operatorw/ R-100-KITRemote Maintenance Radio. See Installation Applicant to use drop down menus in cells that indicate a selection to describe each hydrazone. IDA - - on sheet]. Refer to I-044 Manifold Configuration. Detail G-001 on sheet 5, w o Where "INPUT' is shown, applicant to enter project specific information. Z Q (V Q o Rainbirtl #RWS-B-C-1402(0.5 gi bubbler Root Widening System. See o Please note that embedded formulas will reflect as false' or as an error until selections are completed. Backflow Preventor FEBCO 825YA 2" w/ frost blanket. See 0 Installation Detail 1-05o an sheets. Installation Detail I-003 on sheet 6. LU Toro 570ZPRX COM, 4" Pop-up Sprinkler with SB-180.PC2, Stream w� zQ 1 Maximum Annual Water Allowance (MAWA) ® bubbler nozzle. See Installation Detail. Recommended operating pressure A-01 Controller Designation / Station # 2 range: 1675 pct. Sea Installation Detail -053 on sheet 6. 1 B.o Hydrozone / Gallons Per Minute N Z (~ INPUT the total square footage of landscape = 57,401 S.F. Z Rambird #1812SAlilli 12" pop up ar m drier with Hunter MP Foal Z INPUT the Hist. ETo for the area 56.80 � #MP2000-(90,180,210,360) Rotary roundlet, respectively. See Installation Point of Connection: 11/2" stubbed mainline pipe- See Civil drawings for Q U Detail 1-061 on sheet 5. CL Po.c. meter mind to N - Refer to memo from EMVVD slating our project has been H ('� _j f •� or offs inetl to NOT be a recyGetl waters Seeate. There will be sheet onsite rn ED y MAWA = 121,610 Cuft / yr or o8stte recydetl water facility contlitbns. Sea Detail l-OOt on sheets Q 1" IRRITROL 41701 starts with OMR-30 OmrrtReg and Toro K J AFLS10150-L 'Y'fiNerwdh screen. See Installation Detail 1-042 omsheet T O. Refer to 1-045 Manifold Configuration. a } 2 Estimated Annual Water Use (EAWU) �.�.�.� 11/2" PVC Schedule 40 Mainline Pipe. Size mainline piping as noted on dC Z the plan. Install all pipe in sold accordance with manufacturers O ® 1" IRRITROL 07004 UNraFlow electric valve with OMR-100 Omni-Reg - See instructions. Mainline pipes areto have a min. of 1T'-18" of cover. See Installation Detail 1-041 on sheet 7. installation detail G-040 on sheet 5. U Z a Bit Plant Type Water Use J 2 w .._.._..--_ . .... 11/2" IRRITROL#700-1.5 UttreFlow electmevalvewr2" ith OMR-100 1"thru1 i : PVC Schedule 40 Lateral Pipe. Size lateral piping as noted F Q Hydrozone # 1 Plant Factor = 0.2 SntubS GL J:051r �. , See Installation Detail 1-04sheet]. on on sheeon the plan. Install all pipe in strict accordance with manufacturers S g Q instructions, using appropriate cement antl primer for the various pipe O of w INPUT Square Foot Area of Hydrozone = 18, 111 sizes and prevailing conditions. Lateral pipes are to have a min. of 1T of co O ❑ - - - - - - - ® 1" NISCO#T-11}K Isolation Gate Valve, Sea Installation Detail 1-060 on covet See Installation Detail G-040 on Sheet 5. UJ Z cD Hydrozone Irrigation Efficiency = 0.90 Point Source Drio Sheet 6. p }# 2 EAWU = 16,946 Cu ft / yr CONTRACTOR IS TO STUB THE FOLLOWING LOW VOLTAGE CONTROL ==Z-. Sleeving per detail G-041 on Sheet 5. ate. _ __ - -_- U OF g Plant Type Watery E�,�� NARES FROM IRRIGATION CONTROLLER"O" TO EACH OF THE: LOCATIONS W -. ___ _ C IDENTIFIED: ONE(1)"COMMON"HARE AND FIVE (5) "HOT'W1RES. INSTALL Qa Hydrozone # 2 Plant Factor = 0.5 Trees /ll Moderate IN 10" ROUNDVALVEBOX. CONTRACTORTOFIELDVERIFY '. gINPUT square footage of hydrazone a a 0 Hydrozone Irrigation Efficiency = 0.85 Sutr�(a � 1 < a EAWU = 19,488 cu ft / yr - - FLOW RATE CHART LATERAL PIPE SIZING CHART Plant Type Water Use SYMBOL RESPECTIVE FLOW RATE(GPM) PIPE SIZE ALLOWABLE FLOW(GPM) Hydrozone # 3 Plant Factor = 0.2 snru6s /G•oundcovar INPUT square footage of hydrozone 2¢,172 • 4GPH 1" 0 - 10.0 11/2" 10.1 -24.0 Hydrozone Irrigation Efficiency = 0.90 Point source Drip EAWU = 25,269 CU It / yr (3E)GO 90° -0.4 GPM, 180° - 0.78 GPM, 210`- 1.17 GPM, 36W 1.56 GPM Plant Type Water Use Hydrozone At 4 Plant Factor = 0.2 Bloswala INPUT square footage of hydrozone = 8,081 Hydrozone Irrigation Efficiency = 0.75 Rotator/Precialon Soray :Z_-(, i EAWU = 10, 145 cu ft / yr z Plant Type Water Use 0 Of ILL! Hydrozone # 5 Plant Factor = 0 > M INPUT square footage of hydrozone =® O Hydrozone Irrigation Efficiency = 1 nra EAWU cu It / yr O Plant Type Water Use o Hydrozone # 6 Plant Factor = 0 nide N_a_ r \ INPUT square footage of hydrozone N Hydrozone Irrigation Efficiency = 1 nes LU Z EAWU = 0cu ft / yr I SubTotal EAWU = 73 870 cu ft ,' yr W a Input Irrigation System Operation Factor 0.85 N LL Total EAWU = 869906 o Z 3 MAWA - EAWU = 34,704 cu ft / yr o 0 (this number must be positive) LuyGO w d CQi o ERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 29%p V a z < 2 Trees are not required to be listed as a separate hydrozone if understory is planted with plants U-1 a of an equal or higher plant factor, and foot area is already Included in calculations. w W Q Z U Z Z Z w < O NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITH E ROAD > O Z 11��/^??2'SS�S T NORK CIONTAHNEO WITHIN TIHESES AY ONLY. sEAL-LANaSoscgARCHITECT INCORPORATE D Z JJJlll lll��lll lll��i BENCHMARK. sneETNC. w Urn PREPARED BY: CUP 03579 S2 /P No. 160001 PP26032 O SHALL NOT COMMENCE UNTIL AN `'Pa e. a F9y COUNTY OF RIVERS/DE Y rn H DIAL ENCROACHMENT PERMIT AND/ORA °+ `.^ ni PLANNINGARCHITECTURE1NTER1oR HEMET CENTER - PHASE 1 U Q NO WORKING w GRADING PERMIT HAS BEEN ISSUED. ENGINEERING SEE SHEET t = W W BEFORE DAYS BEFORE - VA FLORIDA & WINCHESTER U > U YOU DIG YOU DIG llf (ew.a(wwnos.sum e+.sssaxo.uanw LANDSCAPE PLANS Z O H 1kprtl:4f#aperMlESrrgNePd169�NRbblplile 3t JULY 18 * a m. cal ++ F^ (aaalaan,r2i OF 195HT5 x v fou rREE I-Boo-227-26M InaY,ryanaAnRNrydna�ornaebNexmdloReoe „wwv,oa„tem IRRIGATION SPECIFICATIONS 0. d IY A PUBLIC SERVICE BY aldogte�allrytRledcrEioNmeMdoo,Npwklr amisl kill( BY DATE AppR, DATE s/� asxae Ew ,I;Y DAVID B. BIGLER 05/05/2016 FOR: W.O. COUNTY /] Q o. UNDERGROUND SERVICE ALERT ed¢¢s5cmaxSfaratrpu,aaahtkaLtroaNavrgmeNmM Si rFOF CAO CERT SCALE: AL NUSN,LP FILE NO M11 /il a mm Pemur . BrIEER MINTY CERT NO. 3887, EXP 0712018 DATE' H. NI. V. rurs V/ a N a M SECTION 328NIN D. Specified depths of 1 lines, laterals and pitch of pipes as stated in this D. families adjacent to or motor existing arms shall be closed within 24 hours ,and when a. Any among changes, F- pressure supply en c 1- DARIGATION SYSTEM section azo plane is cam Settlement Nor of trevcbes lower Wan gates specified m the hem, Nis is ort h mile, ed side of french closest ro the tree m trces allured shall be F z grading ping is rause for removal de finish gate rceawent, refilling tramhee, covered with Imimeved burlap. b. Dimension from two permanent points of reference t existing curvets, W mmrmpactvg and repairing of fitueh grade treatment fixed cation of comer,road inwaddoea,permanent existing utilities) F PART 1 -GENERAL E. Pained.maintain and coordinate work wim omen mnva and working i ng in Able, tradeq and the location of rhe following items: E. Follow nem printed manufad ally i skated i nos and drawings fm items a utilities. Entrees rare shall r exercised it excevale and wmkng iv me area due to 1.01 SUMMARY: information not Specified or graphically indicated in the mom current set ofovstmdim operno s,INte event shell be responsible Sir damages caused it their .1 Water rnawra 0 ^ drawings. by the s. IN the event Nal damage does mew, the cods of such repairs shag be paid 3 Pump sutkm. W A. This senior coven the fiturable I rags of all materialsirs and performingshn all thoperations hvo m by the wntlaMrwlees Merarmvgemeda have been made with the owner. 3 Correction to existing water lines. Z provide a Compete Operable landScepe hrigatio system a shown m the dowing F. Scaled dimewimn are approximate and at times n ta ort possible w indicate offaza, .4 Routing minimum supply lines at every 100'along routing. (9 M including the fllowing: fiNngs and other related equipment impfcally on me comms<vov dmwiogs. F. Use caution when treachm said piping crass existing roadways, sidewalks, hardscalw, S BackRmv Prevention Devices (D) Cmtrectm shell he responemk fm minor change ceuSed by actual site ondi[imn. paths or curbs. In me event that damage does occur, the contractor will repair such .6 Flaw Sensors W 0 1. Trenching,stockpiling excavated materials and refilling trenches. Before procceding whit any work, the Connector shall carefut]y check and verb all mama m Ne contractors z verify g Expense. .8 Mawr Valves Q dimensions re related aohitunrral elements, utilities and landuaping and famish and .8 InitiationucBall Valves `` 0 2. Irrigertm system vic components hs, valves, bur Image, limited to piping, backflow install required fifng. .1 Quick Coupling Valves 0 preventim devices and enclosures, valves, ratings,mens, spay heads, central 1.04 REQUIRED DOCUMENTS: .10 Ah Relena Valves Q <mwl system antroliers, wiring and final adjustments; as ddemrirwed by We G. Do not install me irrigation System as shovm m me construction drawings whrn it is .11 Electric Cartrol Valves K 0 architect ro below eiBcient out uniform distribution. obvious that acme)field conditions such As physical obstimtims,goring discrepancies A- Submittal6 .12 Drip Valve Assemblies W z and field elimination very from those recorded on the construction drawings. .13 Flush Valve Assemblies ED Q 3. Pipe whi edions to arigisum pump maims, water meters and backflow, Immediately bring any such discrepancies in the attention of the architect prior NO 1. Submit (6) six Rets of 01 vriganou quipmeat to be used, maeufac es .14 Swing Check Valves prevention devices. proceeding with work If horsehide unification is not givo end such discrepancies brochures service manuals, guarantees,and opuating ivdm<tiom for approval AS contra)Contra)System covtrot]ars exist, the connector shall assume fill responsibility for necessary revisions, in the archiwct prior to inspiriting work. Subhuman n should he at a board form .l6 Greenuffing mads. Z 4. Testing and isepimwe of irrigation system. deremuiad by the eed welatect complete with bible of contents. The connector shall not procwith work m .17 Control wire mhtiemg(if routed sepaorely from Famous Supply z me field until this submitral is approved in its entirety by the arcMtect. tine) 0 . 0 0 5. Clean-up and maintenance H. All central control system telephone communication and/or radio communication shelf .I8 Control one splices that are outside of the immiller. U be tested and certified in writing by the appropriate manufactufd's representative and B. Service Manuals .19 Weather Stmon Equipment ^^ W B. The conditions of the Covrcact and Division I apply f this section as fully as if shall also W tamed on live with the central computer system prior NO requestingCo a walk .20 mmhvicadon J eate repd herein through for substantial completion. 1. The Contractor shall famish (4) four Service mavuuls to the owner prior to .21 Omer eguipmeet� m arred far Cannot um dired by Uel archt. to m N scbMuling a walk through for submmhal completion. Manuals shall be W U O 1. 02 GENERAL REQUIREMENTS: 1.03 IDUSTING FIELD CONDITIONS: submitted at a bound form mmplere with a bible 9mmems,and workmanship 2. Prior to Scheduling a walk through for substantial completion, provide a nmol CL 7About on company Iemerbea l copy of contain is warranty,copy of the Inter of set of field within drawings as described above W Nut architect for review. a A. Code Requirements shall be those of State and Municipal Codes and Regulations A. Preserve and protect all existing tram, plants, monuments, structures. hardscape and certification f the central matrol system on Ne central cornual System After review, the architect will rmmn the as-built set m me filed forevmn c- locally governing this work, providing that any requiremenp of the Drawings and architectural elements from damage due to work in this sectio. IS the event mm m rmfec urer's lemehead Sued shall contain complete enlarged drawings; Q p erg rags of all reasoning formor information or will ratify the owner Nat the record set of = z Specifications, not craflictivg therewith b t exceeding me Code Estimations; am Shat] dain damage does Occur to animate object and structures, the connector will repair or equipment installed dancing component warranties and catalog numbers field as-buiib re drawings acomplete. Ager approval from the aware, a walk O F O govmn,ituders wrimev pemdssim to Ne i may is gamed by the Architect. replace such damage in the substitution of the owner or owners fepresrnbitive. Damage together with flac mavufsards none and address. Manuals Shall include through Unsubstantial completion may be scheduled U 3 Z of injury to living plant material will he replaced by the conaac[or at the contractor's weretion instructions. Manw1 shat W subject to approval by to owner or W B, Crown w the rep avxvts of the reform worm tin Bated below except where asperse. owners representative a m complerevesS. 3. Prior to Scheduling fore find walk W more m a t iremena are Mown o specified in me most cacao[ set of through, the final set of vrigatiou a-built g U s ngm reqs or dowing shell be professionally drafted in auto-cadd by the ambush[. z F- concoction drwmaw: B. Trenching or other work required in this moment under me limb spread of existing true C. Record DawinguAs kala _ Q shall he done by hand m by other mdhods Se as to prevent damage or harm to limbs, 4. The Summer and the common Shall verify the final a-buihs at the nine of the Ur Of 11 I. American Society for Testing Merefiei (ASTM), f mast methods specifically blanches and roots. 1. Prior to bargaining work m in the field the cvacmr Shallave sa complete set of final walk through and Face successful the architect shall deliver Ne fund set of to O W referenced in this section. initiation plans in the ongival scale complete with detader ad specificationsa-built dawings to the owner or wrote reproxtive prior to vitiating the Of W 0 C. Trenching in area where rot diameter exceeds 2 inches shell be done by heed. The rnntmctor shall be responsible for making a set of bduchre prints f every Menominee period for the contractor. UJ ZO 0 2. Underwriter's Laboratories(UALL for UL wiles and cables. Exposed mob a this see ill be heavily wrapped whin moistened burlap o avoid weak m me project. At the end of each working day, the wnasctm Shell O U ing m excessive drying. Whore a trenching moraine is operated at proximity ro mord all work accomplished for that day on the set of biueave Finis a red Z C. Work involving substantial plumbvg for Installation of bass piping, backflow, mots that are less than 2 inches,the wall of the vouch shall bedimm hatred,making arc These record dowatgs shall ben e brought up to date at the d of each work prevention devices awl other related wads shall be executed by a licensed and bonded clean cute through mora. week by a qualificif doftsperso.The drawings should mi icate the following: W N a plumbing contactor. Any necessary permits shall he obtained prior to begimmig work M Q U C) w Z > U Conry of Riverside Transporatio Agency Irigapov Spatficatims County of Riverside Transportation Agency hrigatiov Spcificatios Cowry of Riverside Trunspmtatimn Agency Irrigation S eaficamem peal aAs of 0 U As of October 8,2009 320400-1 As of Ocrober 8, 2009 328400-2 AS of October 8.2W9 328400.3 p County Transportation Agency 328400-4 k' 1bnS Specifications a a D. Controller Charts B. Solvent Weld Pressure Supply Late: 4. Sleeving and Conduit Material Over Concrete V-Ditches: 3. John Cement and Primer: Type as rem enharo ad by vmanufecaner of pipe suit I. Prior NO scheduling a walk though for substantial completion,provide a record 1. Solvent Wed Prcoxw Supply Line. (mina au of BakRuw prevention finings. a Galvanized SCH.40 f 1"-2 12"pressure supply live. set of field Embodier chane which have color coded each station widen wch device) PVC CL315BE(1"-3") b. Gdvurived SCR40 fm 3"and Inge pressure supply lane. onnoller f the architect fm revkw. After review,the erchiacn will rerun Ne E. Net Pfemme Lines Above Grade: C. Galvavimd SCH.40 fm two-peaum)ices. ontroter chars to USE field foremen requesting further inf tion or will a. Manufactured from virgin t polyvinchloride PVC Y (PVC) compound v e. (1)ouj:Galvanized SCH.40 conduit far to 5 Owes. 8wires. notify the owner Net the record set ro ghf of substantial chafe are complete. Aftmay 12454-accordance with ASTM D2241 and ASTM 01]84; cell classification 1. Non-Pressure Lines: (downformin of electric remote control valve) Ultraviolet e. (1)ore I V,"Galvanized d SCH. 0 coed for up to t wires. approval from the owner, a wall through for subeaotai ompletio may be 12454-H. Resistant PVC SCH 40,conforming m ASTM D]]85-83. f. (1)ane t Y."Gatvaazni SCH.40 conduit for up to 13 coves, scheduled. b. Type I,Grade 1. ow I g. (1)Ran2"G Galvanized anizedN SCR 40cmitfor o3 20 wires 2. ASTM : Standard weight. Schedule 40, injection omlded PVC,amplyivg with h. (1)urn 2' ""Gol ani SCH. H Q con for Ro f 30 wires. 2. Prior ro scheduling di a final walk through, one ser of wvwach chug shill rififf it 2. Fittings: Standard weight, Schedule fic hjutio mottled PVC,omplymg with ASTM DI]84 and D2466,all classification 12454-B. L (1)ane 2'h""Gulvaniud$CH.40 conduit Ronnie f 35 wins. professionally stallnt drafkdv heceindby the wings shall lINfor each wee-coii ASTM DI]84 and D2466,tail classifica[iov 12454-B. j. (1)we 14"Galvanized SCH.40 win aandu forflow antervly cable. installed on the jean Thed by maWivgsehht] t maholl auto-card Threads-Iryxao mateN type(where mquil� k (Done 3/4"GalvaNzed SCH, 40 wlrtcdem far mascot valve wire. ZO maximum of Na area covered will that controller mut and Bull be at the a. Th¢ads- Ejadiid molded type(whoa required) b. TonsandElls-side AST maximum allowable scale that will fit imide the conwller tom without Abiding b. Tees and EOR-site gated o Threaded Nipples: ASTM D2464,Schedule SO wim molded threads. 5. On-Grade Pipe Sabilizef Bets: 5/16"as rolled"T'Hook with pmtecdve vinyl N the dowatg. mto welded F1 Toler stake. W 3. Threaded Nipples: ASTM D2464,Schedule 80 wim mold mreads. 3. Joint Cement and Primer: Type So fecommevded by nuvufamrer of pipe and > M 3. The architect and the immunwor shall verify each controller chart M me time of filings. G. Hrses Pipe and Fittings: ED the fiml walk through and once successful the architect shall deliver the final 4. Joint Cement and Primer: Type as recommeaded by manufacturer of pipe and ED set of omoller charts to the owner or owners representative prior ro witimvg fittings. 4. On-Conde Pipe Stabilizer Bars: 5/16" hen rofed "P' Hook with pmnective vinyl 1. PresSme Supply hue (from point of endo through facklow, Promotion the maimmance period fm the contractor. The cmbMler than sear to the tubmg,welded to"mixer sake. Device) Brame pipe shall he tighter weight, 85%real hams, ANSI Schedule 4D pL sa�� owner shall be hemrefically Sealed betwew two(2)pieces of minimum 20 mala C. Gasket-End Pressure Supply Line: Scmwedpipe, O W thick plastic. F. Slaving and Gordon 1. Gasket-End Pressure Supply Live: (dowuheam of Backflow, prevenim 2. Fillings: Medium burns,screwNm125 pound class. 4. The architect shall mrn deliver we wrooller than in the contractor who will device)PVC Claes 200(4"and lug"). d. At] PVC sleeving for pressure supply tine and rem. pressure supply tine shat 0 permanently fix to compiler chert to Ne inside of the applicable conwfler. be mum ma nameel size of the pipe within and need our sleeves below grade as 2.02 BACKFLOW PREVENTION DEVICE 2"AND SMALLER Za. Mantocared from variant polyvinyl chloride (PVC) compound in indicated in the following sleeve and conduit schedule: accordance with ASTM D2241 and ASTM DI784 cell classifi<atim A. Backflow Preventio Device: Reduced pressure principal Bmekflow assembly shat] PART 2-PRODUCTS 12454-13, 2. Slaving and Conduit Material Undue Handsome: consist of an approved brass or bronze body,brass check valves, hydraulically actuated 0 b. Type 1, Carade 1, retiefvaly , mkt and discharge shutilf;andfleldtest cocks,as specified on drewings. z 201 PIPING a. PVC SCH 40 fm V-212" f- Femme supply One. Q Q 2. Finding: Cast son or Epoxy coded meet; complying with ASTM D1784 and b. PVC SOHO for 3"and larger pressure supply Ba. B. Backflow, prevention nib shall be approved by the Fo mens for Coss-Comarim 0 W A. General Piping: D2466,cell clasifiation 12454-1. <. PVC SCH w far am-pressure lines. Crawl and Hyetamic Research. it. (1)on:Y."PVC SCH.40 conduit for up to 5 Same. Q 1. Pipe sizes shown are mminal imide diameter unless othecwim noted. 3. Gasket: Factory handled in pipe and fittings,having a meal or pasti<support e. (1)ova l"PVC SCH.40 conduit for up to 8 wires. C. Backflow, device minims shall be concocted of stainless steel Nbe and who K 0 Ltl within Ne gaket oraPlatic retaate rang fergaskef. f (1)our l W'PVC SCH.40 ooduhfrrap m 15 wins, construction and have a smooth surface in protest dome Idling industry. Enclosure WW Q H 2. Pipe shall be identified wim the following indelible marking: g. (l)one 1 h"PVC SCH.40 conduit for up to 20 wise shall have a full release booking mecharusm and provide easy Seems for service and ED N W a Menufacardsname. 4. Lubricant: As recommended by manufuane of pipe fittings. b. (1)ow2"PVC SCH 40 caduit par up to 30 wase, repairs. 0 U. L (1)one 2 Yl"'PVC SCH 40 conabut f up to 35 wires. z > O b. Nmmvad pipe size. D. Nov-Pressure Lives Relow,Grade: j. (1)ow3/4"PVC SCH 40 who conduit for flow seasvg cable. 2.03 BACKFLOW PREVENTION DEVICE 2 th" AND LARGER z z e. Schedule or class. k. (1)we3/4"PVC SCH 40 who coduit for a mater Valve wire. 0 3 (L Phi mne mining. 1. Non-Pressure Lines: (downstream of electric remote onfrot varve) PVC SCH A. Backfire Pnevemion Device: Double check Assembly shall consist of an approval f. O O e. NSF(National Smitanm Fremilmon) seal of approval. 40. 3. Flaw sensing cable and Finger valve wires shell be handled d in Weir own drunk ion Smile 65-45.12 with fusion epoxy coated (anterior and cer aiar) body and v U K f. Date ofextrumim. conduit sepmam and apart Rom all other wkes. NRS Fashion wedge gate valves with stainless steel spring and flanged famp. W Y 2. Fittings: Standard weight, Schedule 40,injactim noted PVC, complying with N m ASTM DI 784 and DNW,all classification 12454-8. Z W U O a. Theman-Injemim molded type(waim squired) b. Tees and Ells-side gated Q- W C. Threaded Nipples: ASTM D2464,Schedule 80 who moked threads. Q Cmrmty of Rivershk Transportation Agency Litigation Specifiabom County a Riverside Trenepnrbitio Agency Inigetiov Specifications County offtiverside Transportation Away Irrigation S Transportation Agency Irrigation Specifications Er F=- paificadms Cormry of Riverside T As of 8,20119 328400-5 AS of October8,2009 3284006 AS of October 8,2009 328486] As of Comber 8,2009 328400.8 W 3 a. W W W z U a C7 z0 W § F Of 0 kTOLL NOTE: PREPARED BY: IF N BENCHNtARK: CUP 03579 S2 LP No. 160001 PP26032sr+ceTNc> 0 vJ�1J ll WORK CONTAINEDWTHINTHESEPLANS 11DSCgpINCORPORATED 0 SHALL NOT COMMENCE UNTILANsa a. erqq COUNTY OF RIVERSIDE 9 (j < ENCROACHMENT PERMIT AND/ORA > `F of PLANNING ARCHITECTUREINTERIOR HEMET CENTER - PHASE1 o woRNINc GRADING PERMIT HAS BEEN ISSUED. I ENGINEERINGSEE SHEET 1 °w DAYS BEFORE 0 FLORIDA & WINCHESTER > roe Dic a WAVE,SURE lel.FRESNO,rirpYM LANDSCAPE PLANS .lz O ireP'^mhodtaMalstblsgarylMx p'arsia RKmuakvw�N * 918 ret:mnlnurmt swx sanaxient Of 19SHTS W -BOD-z2]-2600 NanngmsaxgMNlidNs8pra8a.IiteendodietpOtb 31 JULY 18 I wwwssoa«urn IRRIGATION PIAN a a A PURUC SERVICE BY a0igak'ar+MaNa4s Elooywdu:N¢geamdelarrka{eamllai MRY, By DATE APPA. OTE utwq Rua i:P DAVID B. BILLER FOR: VJ O. COUNTY Q d UNDERGROUND SERVICE MEAL staltrremiYklo Aber T"rerNCkwWmaMmdoyNNoah RNSIOIB TF DFCALINDP CERT NO. 3887, EXP 07/2018 SCALE: arc V: urR ALSUSN. LP FILE NO. e Nns BIGUEER COUNN a 2.114 ATMOSPHERIC YACWMBREAKER N 2.11 ISOLATION VALVES h A. Atmospheric vxuum breaker shall consis of and approved brans m bmvze bad with L Pump system Shall be wounmd at i gof skid aluminum skid with mounting flanges pe 2.07 WYE STRAINER Z Y from and back o allow for momfinB of skid to concrete W. Skid equipped with pipe A. Isolation Ball PVC Valves: pipe "Node sealed )AS socket weld schedule 80 PVC mon spilling type brome bemw Noted b 150 PSI. zinc wt an sermon and discharge piping. All nuts and bolts and washers o be heavy A Wye ehaina shall be name wntoon SEE with a s[adas stxl saran element. Wye ball valve(Use for mainine Pip¢ I-1/2"and smeller)a mmufwored by Spare model 2.05 BOOSTER PUMP cowed steel on skid and piping. Skid shall include mooting hardware ton incegd etrwmr stroll trove a gandard filmtlon siu of 80 Noah. 2122 or Approved equal. alueonum enclosure. 1. The Inman eacloswe Shall be vandal and weather resistant assume Wade aluminum 2.08 PRESSURE REGULATING VALVE B. Isolation Geo Valve: Bmnse, screw-iv-boron, non-rising now, Owns, handle, solid ° A. Booster pump shall be single stage end suction Close coupled cenrriWgal, Cast iron alloy 5052.1132 construction with rectangular porch-outs for viewing snd heat wedge,threaded valve(Use ON malnene pipe 2"md 2-1/2"in sift)as manufactured by W bronze fitted wnslrudon, equipped with mwhenical shaft seal, back Indlow design dissipation. The emlosure shall U low profile hinged top design with padlock A Practice reducing valva shall be of home and awnless sial construction and be Nibco model T-113-K,Or approved equal. (Z� uNcler shall be keyed and locked to the shaft with a has headATh impolite nut d promma. e cover Shall U secured In rim concrete pad with Stainless steel hardware. adjusted from 25 P.S.I.to 125 P.S.I. N washer. Pump shaft shall be high strength S.A.E. INS carbon steel protected w fla ° stuffing box area by a replaceable bronze shaft sleeve. Pump shall be dirmfly coupled 2.09 MASTER VALVES C Irouli nt wedge slue: hon boltedanged ndW 2"square operating non,run- WON wean, W Z K. Pump Assembly shell include the following upfion(sl: 8 ryPe, soft Seat, flanged end epoxy coated, brome tnvmmd iron body. to a C-fore nechric motor. (Hut ov 4 QA. The rester valve shall be normals los Pope greater) u many Y NibCo model F-619-RW Flanged, or (ATT) Whoa specified by rlm System Design Parameters,o swum Ao reduce on foam Y closed,whom operz educing surge llatedn8. approved equal. ° N type auioble fm full vol shall be imalld on interim of emlowne with baffles on swung W educe sound supplying cmttan[ ndsur amprewure whxopaed. Operating hi 5125 of 16J0 ° B. Electric mono shell be of the squirrel ageing. Ell ly Starring Minor sent be ODP h aid in coling. Electric motor shall be motor voltage emanafing from We boosts¢ygem. VAC.accuracy,wiluni l d surgeanficipwim control piolm tremae fmm512Spgi wih 2.12 QUICK COUPLING VALVES Q emfinuom service. The mono shall have botepower raavgs such War the motor wRl AGOLICop er 5 peccant of awning. tapable Msion re ng wishin a range beat to K ° carry the maximum possible load to he developed wader the dessigmd pumping (ymon in the System Design ph se power Variable For. VFD Drive 400GPM. Copper coil len,idstJi area epoxy CowerbodyRodtant dt by ihim fully A. Quickcoupler valves dnorUR mal abdng promucmal of 150 bran whir lell akage uness with W Z 0reruno convertwwmal from phase emPower o3phawpower PorWcture VFDm, And sysimin O&d,iDU ton prolonged Coilmassetlong ep ,roamatedlCapabrity. fully guaemtxdtawithemd Atonalworking preswreofosball haeahowe Coverwith m Q ward!haw and not rvakad Wr.The bry shall c urns toe mtinew EMM Sr.Motcr o receia feedback signal from system mooted stainless steel Fracture tta tsducer, and guided, 600 poi anted diaphragm assembly,Wish mantel onoffcapabili feevele Wemda az Now). ick simpler valve sM1ail have a tan a wvcr H shall have a L15 service factor.The vmtor shall wsJotm ro the latest NEMA Standards Capability. (perming ) w l p g D N for moor dengn and constructim. a curable coon Wish stem d wftwae drivro PID Conwl loop ed of n mars in covswctd ofred braae with leather lQuickC mbine used itonarhemanna Wee. Z edjombk canenv[ system discharge pressure by varying We speed of[he pump w 2.10 FLOW SENSORS itbecomee pannaxnt type of over. Quick wuplen used with potable waza shall have Z � response o varying system load, vinyl coves;yellow in CompilerColor. Quick Valves used for reclaimed water shell have O Z C. Pump Control Panel shall have a NEMA 4X plain front von-metallic eoclourt with A. The flow meta shall use two m14 AWG;WE rd,and oro black w i"PVC cmduit to vinyl covers Purple in colo with the appropriate reclaimed water warnings in English O padlock latches. This Includes power and rano] re-suitable Wemal circuit breakem, FSW Where connect o We munition corolla. The maximum wire rev between flow meter and and S wtieh w well as the intemational "Do Not Drink" symbol. 1- O ( ) specified by the System Design Paramaen, Flow activated non- 6 P Ymbo . (�a U heavy duty me®feria sorter with adjustable overload protection,HaM-0ff-Auto switch adjustable pivoting vace style me�ttieaRy coupled Flow Switch, with 300 series cmnolla.she11 be 2000 R.The flow meter shell now lav voltage digin pulses back to nn W F to select wide of operation, and heavy duty nrmbered temWal strips for Power ad stainless now, hunts body and weatherproof enclosuu. Flow switch sea ve to flows the cordsolla and Waefae a0 electrical amnctuas must be waterproof and shall resist B. All quirk coupler valves must have a schedule 80 ball valve W none mamlice from "s avbol wind ked tamimtim,s, ratings Amps Pm why. qui up 4 P N m N B w low as 1 fps, with electrical Emmet er sof 5 Am at I25/25D VAC, any mviemr<x ek Co la valve. Mewlive ehwl be Ne tau of wick cow ler valve firm rminive (.7 Q rated o 250 PSI, mounted on piping and inwremmcced to time delay relay to shot to to quick coupler. W U D. Mesal oxide varistor pron:ckd pump stat relays) immora4d in panel o wart pump down pump on no-flow conditions, time delay relay adjusrable from 0 to 5 minutes. B. It is lanai Wert all who runs Nativism We controller and Flow motor shall ba direct 7 with signal ham each irrigation wwroller. (ORION:Flow switch to provide on-off control of pumping mit) pulls and shall have No epfices. If wire spfices we unavoidable,they shall be weWledin 2.13 HOSE BIB CL a valve box with water proofcomectors And properly labeled valve boxes. Q J E. Ail s stem L. The services of f representative or mined service ofessionai shall be made A. How bib OUR U a me-piece body with ''/." FIPT inlet rod %" hose thread run-kink, Z y piping shall be type "L" copper. All finings shall be Copper m brass, with factoryP ° available on O 'onions or flanges to a low for systan disassembly m major component removal.System Claim Eric o check modulation ad pafom the startup and it struct 0,e C. Each Flow meter stroll have thefollowing chaactaiatiCs: angled outlet. U I- Shall inwrymate an iweg al full pipe siu bypass Was with isolation valve W allow fur operating p raonnel.A startup report Containing vohage and ampewge readings,suction i. Housing W be a Sch BO polyvinyl chloride WE Orbwme WE 2+ Z pump ramval and repair withont diaupting water Supply W sysmm. and discharge pressure reed)vgs,estimated flow Conditions,and general operating 2. Have a Putting output that warders w 9V DC and a pulse Note that is propoAko B. Hose bib shall have optional received locking aw. RU W clraaneriwics shall be submitted to the Gamer. ro Dear'V'1 U 3. Fully compatible wish the internal interface at each field controller 2.14 AIR RELIEF VALVES FOR PRESSURE SUPPLY LME Z F. Iwlation valve,:Shall be all brass Quarter ton bell valves with hard chrome ball on Ives 4. Powered by the controller h 2"end less. Isolation valva shall be style butterFl elves with Bunn- M. Fou seta of operating and main eratme manuals shall be provided o the owner after _ Q lug ty y v N ehuomeric 5. Replacmble metering msert SUR feature a sac-bladed design win a popriemry, A. Air relief valve shall U compowd of Schedule SO PVC material and be Continuous emerrge and shall include Porn manuals for major comporante,perfommcecurve for Ula 0 d sew; ductile van nickel coated dist' and waind gr taxi sum with hanNe and 10 mn-med by sensing mechanism acting ie type. Avreliafvalve elmlt haves dvimum inlet siu of l"MIPT. N O WO poitlm galvanized memory plate on lines 2'/z"and greater. pump,general nequaae of operation,end Electrical schematic for control panel. 6. SUPPIid by We Same me,mfacnuer as We Wigatim wvkoiler. 4 u. W Z (.7 G. Gauges shall be 2'h" diameter face, 2.06 BASKET STRANER D. Litigation zones most be Siad so Unit We specified flow masse is >O U Z gtycerin flied with Stawless Caing and bons m 2.15 EIRCTRIC CONTROL VAI.VES capable ofreadivg the into mals. durum and maximum gallons pa minute for all proposed zoxs. Z A Basket smhwr shall al melement and wain a steel powkkr cow or waitress stxl unity A. ElaYrie Remwe Control Valves: Electric control valvae with pressure regWadng feature Y O with an 80meeh fdtmflm element ad gainless stat basks E. Imall down g =of rnaster valve. two wayxlelinFilm [d rode of s tUWs, nun a mosive material;din LU ~ H. Flow activated paddle style magnetically Coupled Flow Switch, sensitive to Flows a low slow opera n without W U1 'Z col adva[ed and slow olowvg.hrldefkely pivoted taw seal,repined(momted)wlWour = Q fps,oonmted on piping and intemomected W time delay relay o shut down pump B. Specify basktt stainer w P.O.C.directly down abeam oftbe backflow device. Wemll avaenmem o diapwa . ZW W on condhims,time delay relay adjustable from Otos mimeo, per fiber dwaR. U County ofRivenide Trarepowmim Agency Irrigation Specificarms Conary of Riverside Trausportation Agency brigelim Specifications County a Riverside TNomprmadion Agency Itrignam Specifications County of Riveande TransportationA Sped O H As of Comber 8,2009 32MM-9 As of Comber 8,2009 328400-10 Asactin au8,2009 328400-11 As of October 8, DOW 32g400.12 �igatio°Specifications D W U Cl. a a B. Isolation Ball Valve A Manifold and/or Electric Control Valve: Emitter shall have a take Spar[ feature for inspection and cleaning As well a an 2.20 CHECK VALVES: 2.23 IRRIGATION HEADS(GENERAL): malt hall no deter army of worn. I. Bull Valve: PVC ffimadol nue union ball valve, with Istwy owned PVC A. Song Check Valves: PVC, Slip x Slip chxk valves, for my-preaww lateral line A All inupoon heeds wall bethe size,type,and provide the same roe ofprecipitatim construction banrees Wreawd double union Cuts, wW-ablak will Canner, PTFE Emitters Shall be install according to the following Schedule: applimmon6 on slopes. wish the score radius of spay,Pressure and discharge in G P.M.As listed on dmwmgs bell sem,high nrpmt polypropylene hendlewfe-t-shear gem, fall whduk BD Lame, I Gallon Shrub-(2).5 GPH Emibers 235PS1 ruing,NSF listed 5 Gallen Shrub-(2).5 GPH Pmtinen B. Spring Check Valves:for pop-up spmylands wall sprayneadv m slam and rr/." fm pop- B. All spray Woad Trivkkm shall have seinen coal screw adjustment Can radius of spray. 15 Gallon Shrubofrae-(3) 1 GPH Fnwtmrs up rums and roma on risers. 2.16 DRIP VALVE ASSEMBLIES: 24'Box Tito-(4) IGPH Fmitmrs C. All irrigation heads gall have afactory imtalled deck valve m have an after maket A. Electric Remold Cowl Valva: Electric Control valvas with 36"Box True-(6) 1 GPH Fmnees 2.21 FLUSH VALVE ASSEMBLIES: chick valveieralled. presence regulazing 48"Box Tree-(8) 1 GPH Emiams feature two way whemid, pilot operated made of synthetics, ton Co min materia; A. Schedule 80 Bell Valve, threaded schedule 80 nipples ad finings with polyeWYlaw D. NI other requirement far Nov-presswe lateral line pipe in be n specified in fitling diaphragm motivated and slow closing. Include freely pivoted sat will, retained D. Tubing Stakes For Point W Point Drip Irrigation with Multi-Port Adapter: wring for Flush hose. (mmmrad)without mediums W diaphragm. specs catlmnwmm. Z 1. 6"galvanixed, 9 Stage,pvc cowed haling stake. 2.22 VALVE BOXES: O B. Wye Stamor.. 150 mesh wrem for point to point drip and subsurface E. Nm Clow Sul the irrigation head spaing exceed the maximum mavufacmmrh taonm &doe. Of 2.19 SUB SURFACE DRIP IRRIGATION: A. Within recWngula valve boxes abaR be 147/8 wall wide by 21-3/8 inch long and 12 LU> C. iwcks lation Ball Valve: Bell SoBal) Valve with therrmPlaefic molded me pine isrhhigh. Rectangular valve boxes Shall be 11-3/4 wch wide by 17 imh long am 12 F. litigation heads along walks,curbs,Paving,are.Shall be positioned I wch above Drum contrucdon sed allow wet with EDPM cushims. A. Drip Tubing For Subsurface Drip Tubing: inch Mgh. Romdvalveboxa" bel}inchdi,rnretarmd101ai high. AR gmdt. Irrigation in turfarees shall be poitimd 2 inches above finish News. valve buses Shall be conatrucrcd of rigid polyoiefrt. m`erD 1. The drip robing Shall be a pre-bonded emitter type. The tubing shall have eminent 2.1] HARD PIPED PONT i0 PONT DRIP IRRIGATION: G. All Sprinkler heads shot be setpeR'mdicWar in finish grade. Cl Entered az 12 or 18 inches and in Flow aces of.53 or 1.0 gallons per haw. B. Valve boxes shall have IOclrivg Covera secure wine 3I8-inch gainlae now bolt and ff A. Risser Assembly For Hard Piped Point o Point Drip brigetion: Washer' H. All sprinklers in twfareas shat have a minimum pop-up height ofAs(6)inches. O w Water distribution shall be via aniategretd tmbWevt flow path whiner with dual RRRRRRR discharge porta m opposing sides ofthe tubing. The tubing sbell crosig of C. Jwnbe recmngWavalve boxy stall be uwd for maga control valva. 1. All Sprinklers w Planta/sl hall have a minimum t. 12" adapts" @S flexible=i PVC tabu with fawory anachd %"schedule 40 PVC vmmed-sized,linea low-dessity 5/8" (15,8mn)polyethylene with an mode Juchet a pop-op height of twelve(l2) ° hHPP adapters on bon rods. dinosaur(O.D.)Ofapproximatdy.710" (I gam)Rod an inside diameter(1,D)of D. Rectangle valve boxes shall be used for oSwwJl Valva,preasme regulmoo,now Z n B. Emhmn For Hard Piped Point o Point Drip Irrigation: approximaaly.620"(16mm). The¢mien stall be molded from virgin suoora wye Mainers,fifirmon devices,ball valves and pull boxes. 2.24 BUBBLERS: U, polyethylene. The robing"be available w prewurccompenaating version that I shall wcotpmate a circular silicon rubber disk designed W Duvall at startup, E. Rood valve boo Shag he used for gale valves quick cmpler valva,flash valve A. Bubblers shall be coatmwed ofba t/) I. P GPH, I G PCmating single owls envner Withto C FIRST Naw and 20 Noah scrern. vee duty Screw in ad be pressure oggiri limn full V ° stnvdavw and dmivg the irrigation rycleoiwdbit debris coliedan, assemblies and spare wires. thele. The bubbler shall have a2A rmeah wreanW W Z 54 GPH, 1 GPH m 2GPH. Murch Como Brown in colo. promo it from clogging. Q L Q 2.18 MULT1 OUTLET POINT TO POMT DRIP IRRIGATION: F. AR valve boxes W be page hwween 2090 PSI. ° 0 B. Preswre Regulator Valva Fm Subsurface Drip Tubing: Wallis Brenn in calor mise otherwise specified Por use of B. Bubblers shal(be Bom.25- LO GPM and CIC A. DRIP Tubing For Point W Point Drip Irrigation with Multi-Port Adapter: 1. The presmri re lata Q gu velvets) shall be a spnnBopeNoced Piton type with an G. Hear bred ell box lidswith the appropriate two-inch high identification 2.25 POP UP SPRAY HEADS: amorally accessible regulation emit War caw be Serviced without removing the January ad/m number. A. The spray hod body,mule,arca and smeen shall be nwlded m[ofheavy duty W Z W 1. DunPolyNosu IM', Coanufacbued of ftaible vwyl cWmide c rsdamvng to ASTM velve brain the system. The Valve shall be oonamcted from moldd black plastic plastic. m Q h D21I D380 and D 1599. with sac different colored ops with interchavgable sprivgfi derating different H. All valve bozo anallreceive landxe fabric. H to pe Landscape Lebo shall be constructed of Z) 0) LL pressure reNnwim and flow ratagws. The regulator shall have a built-in behaviour 5.0 Co.weight proven polypropylene weed barrier with buret strength of225 P.S.I.and B. POP-nP Weight shall be w Iigd in drawl ¢and it no tate shorrcr than 4 inches. O LL B. 6 Code Manifold fm Point o Point Drip Irrigation that ehowa ohm We proper �` n% >> p per outlet preawre is reached. Operating ranges fat the capable of 12 gallons per minute ofwwr Flow and Z F- O valva shall be frons 15-50 PSI in 5-PSI winners. fir et and owlet PmeNre strengW of 6016e. Dewier ZFIST pons of the Pro,MiriFj or approved equal. C. The spay,head shall have an dJu m screw uwd fm regWafing flow and radia with Z > i. Emission with si with 112" win da thread far '/," Each Coolwid msec, providing a valve shall be e combination ofemfe/fwale threads. precipi (MPR)nozzle. O 7 ? manifold with sac [flowing '/." bah outlets. Each Nab mfltt abail be wale) rnaobed intim race F- O O win a doable, removable, plastic that Can be removed for additional emission t. All valve boxes endl receive 2 orbic feet of I/4-imh graver. Q U p_' P Cap C. Air Nawum Relief Valves for Subeurf eDrip Tubing: D. The head shall base a removable saxvW tett it from CC deviaa. Pray Pro clogging I_ W J. Valve Tag; ion RomlWty. Top dshall wihig'Rba pull out 16 page ad N QN GO } I. Air/vacuum repo valves seal!ti capable o of grey and/or blacknting with an hon stn for maximum visibili T hole shill be deli W ata a 16 E The ra head stroll have a etainlces areal f GO C Emitted For Point W Point Adapa: imemel sliding tt valve flat is ca able of vxtin air or preventing roped tYt °n 8rrd p gauge or O � Q Z Dnp longation win Muhl-Port dwg popp P g gvxmm.. smaller wiemwpigtail mwwch with anylm tie. nP Y spring or Proper FOR down. W U O The Count body shall have a Wrestle pipe dnad(MPT). (Spending Pressure range UL _a r 1. 'h" babed Pressure wmwCVrwing menta with a high quality diaphragm for fm We sic/vacuum reliefvalve ahallbe 7 PSlminfinmto 140 PSI maximum. F. The spray hadsheli be equipped with afacdmy installed Check valve identifidonthe c Z wrpoved pressure compensation and uniformity ova a wide rage of pressure. Wad capalikofholdwgwwxupto lOfeet ofelevationchengs. asaaa C.Q W County of Riverxitle Tenapwtafion Agency Irrigation Specifications County ofRivaside Transportation Agency IrrigationS ecificadoms Cam ryofRivwaido Agency [ igafionSpecifications Comty of RiversdeonAgency Irrigabon Specifications K As of Octdber 8,2009 328400-13 As of Counter 8,2009 328400.14 As ofOcober 8,20109 328400./5 As of October 8,2009 328400-16 LU a W W D Z U 2 Z Z RD O O II //��)!7 �T BENCHMARK: SHEET NO. 1�L�SS� JJJVVV��i NOTE: ARCHITECTPREPARED BY. CUP 0.357952 /P No. 160001 PP26032 > U z WORK CONTAINED WBTHIN THESE PLANS PN03CgpF INCORPORATED O I- �^^^ SHALL NOT COMMENCE UNTIL AN e. a, N COUNTY OF RIVERSIDE 10 v a ~ DIAL KING ENCROACHMENT PERMIT AND/ORA "' �t9 e`e qOs PLANNMOIARCHITECTUREIMtER1oR HEMET CENTER - PHASEi RD GRADING PERMIT HAS BEEN ISSUED. ENGINEERING SEE SHEET 1 vA ° w DAYS U OR FLORIDA & WINCHESTER ¢taw axawnva.wrm,m.FRESNO,CA LANDSCAPE PLANS (� U > U YOU Db mu DIG o J O ire mrsiantapaa NONrreq Ie sir hemov gin o rowfREE I-Soo-zz]-zoo rotanaga�aarwhlaneN;ey�raatmra=wmaaw6wr�ras 31 JULY 18 * ra"'4°" '�oEN�ow°3e°14t IRRIGATION SPECIFICATIONS of ares a d A PUBLIC SERVICE BY abiol Fx;raUlaala,dma,o,lraqudntrceoovalel¢ak¢pam@G IR4K BY P11E /FPR DATE wt9 wCATEZ:p DAVID B. B GLER FOR: coo. COUNTY 'n Q W UNDERGROUND SERVICE AHRi sllcewmw¢A'tldanbglramUCkaUsrarcninoclrc{hnk gEN5108S TFOF CAUFD& CERT NO. 3887, EXP 07/2018 SCALE: AL nesse,LP FILE NO. Y ■ FPO Mesa. . BII+INER CDUNIY H' hM V: NT¢ V Y1 OIL Cl. EL a M ¢ Q H W G. The spiny hard tallbe equipper with atheory itic capable pre ofm&iugulativg device B. Rotes shade be mowtedon whatmtabilier smarm simainimum height of 12-Direct Mecopenwhar ora were pusaWim fimemars, and when anaccess code logged out of Q ��`VVVV consvuc[ed of stainless erase and hearty-duly plastic capable ofnremmivwg apsessure finish Supported arebar stabilizer sinks anti of 35-70 P.SI. 030 P.S.I. fm guide suppo y sprinkler ties. G. Programming shop be basad S e wvanble f irrtean(n rwemy-ens(a U of the covfrolles. These shall be date and time cramped. opemtien of the spnvlder. eight 26)daY schaWlog and toirti Zgine in mivu[cs ant w a%of ETo. W C. The rotor call have a thriven pin for regulating Flow and maim R, The cormrohkr shall be able on display fier the uses a detailed water usage reprut F- H. All mmy heed bodies shall have uviversW mile flan risers to=so universal mmele H. The controller Shell be able 0 revive reel-time weather data dvectly from an ET gage categorizing for each momh Ne usage during scheduled imgWim,meat and normal key threaded ruzzles. D. The man shall have a scrimTo,pnuect it from clogging and have a minimum inlet of and tipping min bucket,and ASa standalorw compiler wtwmaically use We dam W operation,and for non-romaller usage such as bleeding valves on mwually,using 2.26 SPRAY HEADS ON RISER: m 314 inch, calculate pripriWm wtimes for Such statim without use of a cal cmomal system. quick couplet or hose bibs. ❑ w E. Medium Range rotors shall be capable of covering 16-55 feet radius at 20.60 PSI with a L The controller shall be Able To innards with the use of mil moiwme seesin whereas the S. W ge g a beiovell2Adio Remote recover (( mosdid-JARtomodel N)willbaler-wtice controller and Z A. The spray head adapter body,mode,am and motion�hellrrroWed out of henry capblete of c.2GPM. andbe Wjadism at firms 1-361)wit �raw of 3.8 -2 .5GshWlbe when usinremvmrovevides progm Me soil imoistire simrdeaor miwres calculated adpoorati mourenate Transmitter vosmmMUdy ARe-T RAN)wipbe arthecoieainer itself. be duty plastic. capableofcovering 16-55 at40-'14 PSI wrthnrate of 3.8 -2'1.5 GPM. and when using real-time by Mo dam.TherBoil moiuure sensor used with the irrigauov end usarcw&rouble shoot valve&ranryely without having togothe as cove itself. fel nal be adjusseble from 1-360 degrees, convol system arU be by Oe sin manufecwrer. The hmweflo nnare An whale display op Arms. infomMen such es valve pq gallm W \ ❑ B. Spiny heal from rAnd nishgo to Shall No mwnMmao Schedule 80 naeraminimum pec minus Flow rate and electrical draw inamps. Q Q height of 6"from finish grade. 2.29 CENTRAL CONTROL SYSTEM CONTROLLER AND COMMUNICATION HUB J. lr comolles shall have flow mwagemwt capability as a standard feature whereas the ❑ N N MANUFACTURED BY CALSENSE controller shall laam Such station's expected GPM flow race mfomaa«Uy at night over T. The field coptrolloN a) shi be capable of utilizing a single made or a combination of ❑ C. The sway head sh I have an adjustrrent screw used fm regulating flow And Mies with saveml vngations,and use the mainline GPM capadry programmed,to operate up to comum m"tion modes such AS hardwire cable, storderd telepbone, Elbemet, WTI, K matched precipimiw rate(MPR)nozzle. AU cenbollm/bWs shall the mint current Corporate version and model cod SMI have to fain(4)valves at the same lima Plus the master valve to ehmmn she water windowpoint-to-ppin spread spwtmm Min,local Min in the 450470 MHz range,fiber optic fallowing specifications and«pabnities: modems, or GPRS wireless modem application as communication Inks to the cepwi W ¢ D. The spiny head shall have a removable Screen to prones[n tram clogging. A, Alms shall be able to be sued arMre trace to at torah the f Id controller computer. The uteed condoners shall be capable of directly receiving, among, and A. Shall be capable of Pony automatic,Semiamiller E am m lteo ]la using a location and at the CeWml Computer 1«Wov, operating comments downloaded from the«ntral computes. D y keypad that t w integrated Pmt mar a d Man ge now n without shall en capable of ZY E. The spmyheW savlbeeghange. ithanextemal check valve:capable of holding water storinthe Ceionschmpubs,menirm and Manage now allwitbomtheon firi mthumr L. WbevmAlan,awb as High Flow is wdiwtadwMe controller,the uatiov with We U. The renumber shag operetew amimmum of 120 volts A.C.power input And Shall be O \ j up to l0 feet of elevation change (i.e. if Citral Compmce is duved off,removed, Jcommwitaaon fivMto the High Flow shall still attempt to come on each warenng cycle and ten shut off,rather capable ofoperating up to four 55 VAC 24 volt A.C.rimte intra valves m once. Z Central Computer fails,the field corrtrollm will continue to perform weather and Flow don having the Alen keep the station off MITI] someone clears me aIM Mom the central The cmvoilm shell have a ream month Water to protect the«other from N O 2.27 POP UPROTOR management fmrctions). computer or W tcoo held Ua. overloading. U A. ALL a rotors Shall have a rubber cover And be commsc[ed of du plastic B. Backlit display shall have a minimum of 16 meati fort ID h powe accurately agiese V. InsN1 one am"l-1/2"Each conduit to cominer for Awe use. r3I� W prop-up sh rep SP y ( ) y y( )c macrosso M. ]reintrolkr srUhavebuilt-morM varectoaceumte measure and d' ED F- except for wiper said,beaaug spans and Waiting washers. The time shall be mo scrolling throughmeatusthrough minimUW.Trdisplay Shallallowtbe usmmeasis valve internal emmemirl probleoe ouches"no currevf',"smtii short",`Linder ED N cenutrLCM nib design with panus a ncommoaaravOas steel sleeve. All rotors to rue move fromcareen to smeea ,readhm unitive,self-promoinen.They so that it is Eosin[","over currant",USE. 230 CENTRAL CONTROL SYSTEM CONTROLLER ENCLOSURE MANUFACTURED BY W U Z areinforca rib design wit flwBe icwevovt. cosier fm the over to program,read and understand rhecmo-olla.The conholles shall GAI.SEN$E Of _10 display an area descnptam for each statim including the station's location,Use We of N. The contr Ue shallan irrigation " have rigation teat program orSlk-thin"program That Duea CL Y B. Pop-up right Shall be AS Uua in drawings Said iter case be shorted Oen 3-1/2 namou plain material irrigated and type of irrigation equipment Used. WAY Time To allow a ver to oi 0 a certain area Samoa valves come an.The A. The ancmm eshall be of a vandal and weather resistant asnvS mmufacnved entirely of Q _1 comptroller shall than manually riser a Sequence ofpredetemmred stations for sat 304gade stainless Stect, ant fie top than be 12 gauge and the body 14 gauge. The 0 = ZC. The rmor shall have a dinosaur pin fon regulating Mw and radius. C. The controller shall have the buih-incapacity for passing Flaw vu a Flow meta input progmn times. The programmable delay teas shall be an ineguil part of the irrigation mein housing shall W louvered upper and lower body to allow fm cross Flaw F- and utilizing a macer valve without the edttien ofsemor bmMa,decoders,m other test program.The contmlles shall be capable of opamting a test program without ventilation. A seri Elam steel backboard silt be provided for the purpose ofmowting V O S Z D. The rotor shah have a sets=0protect it firm clogging cod have a minimum inlet of pieces of equipment. affecting Me commer's normal program Siam times m witWm tecmivativg a regular elavovnd ic Avarious othtt types of equipment. The Shipment stel ebwkboard Shall be > 3/4 inch. W W watering whedule, mo on four smuncissteel bolts thin will allow for easy removal of Up ballsom. gU D. There shall he amintrnnm of seven(7)regular irrigation programs with imirvidwl -r Z F. Medium Range mire"be capable ofcoverivg 16-55 fat radius at 20.60 PSI station cycle and soak warrants,plus two addiflmal syri ige'propagariov programs each O. Ther system shall be capable of allowing Ore userat make chs g p provide easy access fm F- Q of with a rate ofS-9.2 GPM.and be adjustable from l-360 changes B. no Postionu with top pmguimming fame _ ¢ Shall 1 degrees. Long m8-27.5r with upWrimes,tificdableuaame Mae atic the metog Nork:i tth Central Computer or mates freed change. without running smvdme Wsiaanwdervomml iwtal4tiovs. C7 a GPM.andb leofwvesivg 16-55 feet radius at 40-74 FBI wirhamte of 3.6-27.5 pmgautom scally cotyuptoang Mecdda.Wben the dao is reached the cmtroUm the warmgo backtotle(:anval Cmrputermaccept the change. N O W GPM.and6e adjustable from 1-360 degrees. Shall automatically<eax imgating the annual program. C. The pre-asaenbled vandal rssismps enclosure by CeLrenne Shall come complete with Dl: LL O P. The cmuoller shall allow for operator-u[water window,which pavems irrigator ligW=g and surge protective and WI tertuna s Shall be tummy raises. The pre W Z Z 2.28 ROTORONRISER E, The camller shall have a water beget feature that provides probably water volume Mom madming beyond a an end time. Renoining run-amee shall be carried in a hold- assembledenctoaure shall come provided with an ONOff switch reimpose the centrallar matricidal proportioaote In hime led avepo-ruinsphatim(ET)which is interactive with over bible and mall be applied At the next whirled irrigation win the system along wit a ON recepmcie. An Vatican[ Mia Amema shall be pre-mounted and Z A. All norms moumdon Mm Shall have ambber coverwdbeconstrucad ofravy duty all program,andabletoalmthe user(viaore screen Warms)when Ore controllers' prioritizing which valve to opera¢based on stew Wated ET and the hold-overtime, cwAFcmd onSSE-R mclowre. The carbonate: Shall incbde 2-718', 1-1/2"thick, 6-pin Se O plas6cexceptfmwiMer ,beatrgspnvgmdbeaamgwAshers. Therotormarshal] water usage is more then the uses set water budget, cylinder,diersiot=1 Padlock such unique shackles design. be constructed ofpmuic. yea pro up m four(4)levels for W y LL Q. Thee tem Shall vide atwlu-level accesscoarrol U4 F. Afull year masar schedule in allow resolve(12)nanN pro®ammivg shall W a controvivg who progrwa wbaz at each co mer. Thee wUer shall have the ability D. Factory pa-assSmbled orchestra with controller shell party a Poll UL Huang. Z y0w W k codVa standard feature of Me remember. to trues: on when an acenes code mr'tindividwl"use logged into Me g7 U County of Riverside Transportation Agency leigatiot Specifications County of Riverside Transportation Agency Irrigation Specifications County of Rive Vide Transportation Agmry hTigtim Specifications County of Rive Vide TuimpmMon Agency Irrigatien Specif«tiov a K U At of October 8,2009 328400.17 As of Weiser 8, 2009 328400-18 As of Gambia 8,2M 328400.19 As of Oember 8,2001) 328400.20 a ¢ a E. The enclosure and Covtriber chemical equipment within shall tarty a five (5) year 1. AWG Up UL approved No. 14 direct burial copper wire for ell control wheat; Slaves to 95% Modified Proctor Density within 2% of optimum moisture content on Boeing pace exiting paving, sidewalks, or landscape may be Permitted m connaptoYs warranty. and No. 14 dirM burial copper who for All mmmm wires. wwNamewith ASTMD155]. own risk. Contractor is re&potsible for any repairs or damage m swb items at than own 2.31 ET GAGE FOR CENTRAL CONTROL SYSTEM MANUFACNRED BY CALSENSE 2. Wire Colors: 3.02 EXCAVATION AND BACKFILLING OF TRENCHES exposure. A. the Conrad Central system shell include a remote connected ET G. Backfilling: ewkfdling of trenches may not be dem =or ell required testing for the gage where shown on a. Comvol Wires-As specified on drawings A. Transit excavation shall as much as possible follow the layom showy on the drawings. irrigation system has Was compeer. the plane and specifications. The ET messmja8 device shall be powered by the selected b. Campeau Wires-AS aEflue. en drawings. Trenches shell ti es and in ris groups and support pipe Over excavate to bottom of field W somldi ET is measured directly r.0.01" ivcmneme and pusses from the gage o Sparer Whom- Wires-Blue. vetch Removenat racks anti debris geacer than I" in diwuter. Over ex«nem w requved 1. Maseeial: Excavated mefore in beginning Me considered p he ackgwm for am da sem directly to the field cwtrolles.The daily, ass-site ET dere shell be stored in d. Spare Wim&-Green(labeled at mrmipmien) for bedding votesiel. bwkfrllimi spemtiena Befine begwn r to beckfr the operation, mer,a Out a 28-day table in the centronm, nor m d with u avail Rom ph debris and racks greaser then 1" in diameter,and is 3. Who Splice Connators: 3M DBY Direct Bury Splice Kin. B. Depth of Trmch(in moderate areas): ver rnhxa with topsoil These's expx ca ensu separated from backfin, Sall be B. Cabal alai r inamUW in emdW[ and soli be run hem the Incatim of the EI back to the controller. Minimum length of cable shall be 1,000 feat Wire nuns shalllbbe B. High Voltage: Pressure Supply Use (3"snd surdkrp IB"from top of pipe to fiaish grade. legally disposed of at centrActols upeae. Z direct pulls without underground splices. Nm-Presmre Line 12" Antras : t8"fiwv rot of etofiWsh O ( Pop-up ) PrP gale. 2. Bedding: Bed pressure supply fine with mvmmnen grade sand a above and 1. Type regained by local codes and mdivances, of proper ave to uccommvdem Non-Pr scare Lice(6"cod smallerlroPrp Rotors): on fisp top pe to fi is finish Bede. 6" below NPe as Shown m demos. Remaining bwkfln may he w desabed C. Tbe top aurfece of the gage shah be 3'4" above gide, The 1«sum Shall be needs efegdpvom servicM Nw-PVswve Line(12"pap-up Spray Heade): 18" from top ofpipeto finish Bede, above. Of W representative of Me ama to be irrigated, hon of my obstrwvom to sudigla and wind Nom-PVsute Live(6"and smaller pop-up Spiny Heads): 12"from cop of pipe To finish > /y5 The location of the gage WWI r located in An mea where water from Apuliber heads 2.34 PIPE JOINT RESTRAINTS grade 3. BW all elialmsel combat who tremhed sapvmte from pressure Supply line,wiN M ) does nal hit OSS top surface of the gage. Calsense mall be called at 800-572-8608 f Control Wiring:thready W side and bottom ofpresame supply linea. cMmmhrm guide sand 6"above and 6"below wires. m assistance A apnea[placement ofthe ET Gage. A. All pressue line fittings 4 inch med larger shall be iron duahe deep bell Type Pressure Supply live Number Tape: 6"Above tap ofpipe. O constructed of guide 6545-12 and shall be In accordance with ASTM A536.Rubber for 4. When backfilling,slightly mound filled trenches for aealement after backfilling of .ate D. A vandal-revstmt sminlese-meet enclosure shall be ver to protect the ET gage. The gaWers in fdangs Shall be or Accordance with ASTM4]]. AV iron ductRe Strings shall (under C, Depth Of asphalt paving or conmem): is compacta. CompbeckfiU aq to a 90% maximum density in accordance O QO ET gage Shall be mounted on a pouts macrete Was 18"x18'4 b" with Or enclosure have sWi m easel exterior lugs to secure ajoint restraint system. wiM ASTM D155]witha mechanical tamper. Ile not leave vetches titan for a metal base and smke embedded into the slab. The hocvnmal plate shall r one inch(1) Pre&sme Supply Line(3"and smalber):24"firm top of pipe to aggregate hese. period greater than 46 lours. Open beaches still be imine W in accordwce below the period corerere, and the finish guide shall be tart inches (2') below top of 2.35 SAND BEDDING Nw-Pressure Lim:24"Rom cop of pipe in aggregate bi with current OSHA regulations. ❑ the concreterat. Central W" directly table and homes of Visiting: y e pressure supply Imre. W A. Said bedding shall be conevuctien grade. Pressure Supply live to«tor Tape:G" above top of pipe 5. Smooth moulms to finish Bade prior n requestitg a walk through for ED I\ 2.32 RAIN BUCKET AND WIND SENSOR FOR CENTRAL CONTROL SYSTEM aubamwiel compledm with the arelutect. N t ` MANUFACTURED BY CALSENSE PART3-EXBCUTION 1. Piping locate under asphalt paving or concrete shall be inualla with the W 13appropriate sued sleeve and hwkNla wit sand bedding (6" below pipe and 3.03 POINT OF CONNECTION(S) F Z A. The Central Control System Shall iwlnde a remora comate Tipping Reim Bucker 3.01 PREPARATION 6"Above pipe). Q ¢ whoa Shown our the plane and spwificerions. The rein-treasuring Movies shall be wised A Paw of cmmectim shill be appmxlmetely as Mown on drawings. Comment new O CO using this 60' of 2-eunductor cable supplied wet the Tipping Rat Bucket to the A. Examine field conditions prior to beginning posts deacnba in This section. Grading 2. Compact becefdt ma in 6" lifts as 90% maxim= density detepWnW in underground piping and valves cod provide AN Dangles, adapters, or after eemparry ❑ selected field controller. The cable should be insmUed in conduit and the comecaov operations shall be completed and approved prim to beginning work. Accordance wit ASTM D1557 using Manuel in mahwm[tamping device, fittings. me to he made at a terminal Stip inside the Sophisms. Maximum ]mgth of cable run Orp W shall be 200 fres. B. Verify all sleeve locations below,furore borderline Amer wise concrete v-ditches prim 3. We in Place, Cap, and preawre ear piping in the pressures of OF owner or 3.04 INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDE PIPE(PVC) W 2 p_ B. The Rain Bwkn shall eccrrarely messme rWnfaR m 0.01"inerencenn by means of a to begiming wink in tlue swum. Flag WI existing W«ves and condWn installed by owm'm represmmdve prim w backfilling. pipe approved PVC pipe cutter designed only CO F LL filming and emptying device Mounts below Me"met oft<collection dish. other trades. Report my conflicts and discrepancies to the archoket immaiatety. A. PolyvinyleWoride Shall be wt wpTan y LL D. Width ofTrerrh: forthm se. Z O C. The controller sill provide the following pmgamming pmametm err ran: C. Imgmion system Alun] be romvucmA m the acres and gMes W the locations shown an pub Z Z Stop Irrigation after x.xx inches to drawings. MadewjtNwderalimeormarkimgpaintmutingofpressuremPply Pipe Greacer Mani 14"maintain, B. All plastic-to-plastic solvent waW joiner shall uses,only the solvers recommended by the p ` 5 Maximum Rain in One Hour as ass inches We and stake the notation of each spmyhead, rotor, electric central valve: and other Pipe Less than 3": 7"minimrin, pipe mmufam er i rot im l solvent weld pipe when tompemmre is below My F. FQ- O O Maximum Rain in N Hears is x.ses inches related equipment fm the first from mines. Amateur Sall review among and duct coy K U Let Rain only bund W To x.xx iWms necessary changes with Oar cwtramor prim to proceming to other zones. This review E. Width between Triches: C. Pipe rads and fRangs shall No wiped with MEK, or approved wool, before wedding i- j T does nm in m way Alleviate Oce consumer from the solvent is applied.Welde i oinm shall be given a minimum of 15 tninmes m set befog V` Y responsibilities eSeecuta with (D 2.33 ELECTRIC CONTROL VALVE WIRE proper utformiry cod dismbuam ofheW plAcarmv[after staring. Irrigation TTerahro lmgetkn Trench: 6"mvdmum. moving in handling. FD ¢ Z lmjemim Transit ant other Trae Trenches: 12"minimum. LIJ K S tx U_ 0 A. Low Voltage: D. IUSmII shaves, to acwmmodaa pipes and what, under paving, handicaps arses, D. Rte shall be sroked Sore ndsmside m breach bottom to albw fm expatsim and V -r F- sidewa0cs, and Pats prior to asphalt and cots¢¢opensions. Compact bwkfill around F. Boring: will only be tted where LL Bating Y P pipe mus pass nvdm an obauvctim tar comuwaens. G. W cannot be avoided or removed. Backfill shalt match m tauRW wO density cod gm W. ¢ County of Rivmide Toospmmtion Agmcy Imgatiov Specifications County of Rivmude Transp Um Agency friantion Specificatims of Tran F As of 9pefmam Agency Ip'Igappv$pwlRWapps (-'Omnty of RlVBm%k TmnepOrmhm A$mley I(ra�tn Bpmrfiestim3 Of As of Oember 8,2009 328400.21 As of October 8,2009 328400.22 As of Oc[obes 8,20119 328400.23 As of Counter 8,2009 328400.24 LU a W W Z U Z 2 W ¢ 0 � O 0 Q > O o � � �E�� NOWT)RK CONTAINED WITHIN THESE PIANS SEAL-LANDSCAPE ARCHITECTBENCHMARK: SHEET Na. w Urn PREPARED BY: CUP 0357952 LP No. 160001 PP2rS032 o P DSCApF INCORPORATED O ^"^'^^^'^^"^'^"`^^^"^ SHALL NOT COMMENCE UNTILAN ` r e. sap COUNTY OFR/VERS/DE 11 rn r DIAL ENCROACHMENT PERMIT ANDIORA PIANNwG ARCHITECTURE INTERIOR HEMET CENTER - PHASE 1 LU ¢ DAY WORKING GRADING PERMIT HAS BEEN ISSUED. I ENGINEERING SEE SHEET 1 _ W W BEFORE DAYS U DRE R FLORIDA & WINCHESTER U U YOU DIC YOU DIG rs Z F. Exp:Ne§a!^aorargfsgrrthxdaprsadasG¢b auuirt -' _ IN w VE.SUIT, rasSNO,straw LANDSCAPE PLANS U rOLL FREC 1-800-22]-2800 Nem�aouamhNA tkNspolem InfiasAd4Neenno * 31 JULY it a &ro=fmp vvwv�aarracae lana-Inn IRRIGATION SPECIFICATIONS o1= 19sFlrs a a A PUBLIC SERVICE BY areigak eaMaDredA wovpnr.Pu:Na@eaovalrhrraaerearc�hd RASA BY D17E APPR. WEE rang A�^ a`p DAVID B. BIGLER FOR: W.O. COUNTY ¢ a. UNDERGROUND SERVICE ALERT mlaleawovg lA Msnr gsraxxhCkmnsvNaysoam{4rak RENSIOXB TFOF CAL\FOP CERT NO. 3$$7, EXP 07/2018 SCALE Pt XUSN,LP FILE NO. I n a vpl Deva ENGINEER COUNT H'. arc V. NITS U a a a a M w 0 E. All changes of Mrecnm over lS degraz Shelf bemade with appropriate fitwge. B. Group electric conhvl valves together as specified on the drawings allowing a QC. Joint arvpound shalt be carefully and smoothly placed ve the male thread ordy. AB nwximum of 12 " between each valve box. Instal valve boxes in the were dwcr=and C. Angled nipples an awing jAw below apply betas and mints shall not exceed 45" nor H F. When pipe laying is not in progress at ME ad of each working day, close pipe eves crewed joints mum be tightened with forge or wrenches. Caulking of nay kind will nor parallel with one another and perpendicular W paving,hmduaN,sidewalks end paths. be less than to". Z with right plug or cap. bepermitkd. UJ C. Install elastic control valves on slopes within two fat from We of slope. Use same D. After instillation adjust nozzle sizes, ares and mdiw of throw Wallow head m head G. Install pressure supply line locating tape along Me entire length ofpressure supply live. D. All exposed prying under suucoee slabs shallbe sapcikd with "Irrigaron Maw" or much a toe of elope non-pressure Iatepll line Bar pressure supply live and wire mining uviform distribution. Adjust all spply, heads and rotors b wrrect height above sad as "Indianan Lawa1" as required, at tan fact (Itr) intervals in black levering, 3/4" See section 3.02 B and C Our pipe and when depths. detailed. Adjust all gush nozzles on risen and roans on riser's perp¢ lar W finish 0 ^ H. Coordinate pressure supply live with send bedding operations. vdrfirtmm high. grade and as specified on Me drawings. No over spiny will be allowed on paving, w 3.14 CHECK VALVES hmdscape,sidewals,rood paths. \ L No water shall be permitted in the pipe card inspections have been completed A and a 3. BACKFLOW PREVENTION DEVICE Z z pttiod of at least 24 hours hes elapsed for solvent weld saving and curing. A. I NU swing check valves a specified on drawings. E. Adjust adjacent plant material so that it does not intertere with ,mif Msulbudm of UJ A. Install Backflow, prevention device, ea closure and amended ded equipment n the location each spiny head or rotor. W ❑ J. Center land pipe with snndi amount of backfdl to Prev=t arching and slipping under as specified on Marshall. B. Instal spring check valvas as specified on drawings. Q Presence. Leavejoh m exposed for impsawa daring resting. F. Asel iteq may request nozzle changes and/or adimm cos without additional win to the ❑ N B. Comdinne installation with local governing codes and ordinances. 3.15 VALVEBOXES owner ❑ 3.05 INSTALLATION OF GASKET-END POLYVINYL CHLORIDE PIPE K 3.08 FLOW SENSORS A- I l valve bolts wit each type of vrigation equipment so Mat up of Valve box a 3.17 AUTOMATIC CONTROLLER UNIT Q❑ A. Ley lapse and make pipe to fitting or pipe m pipe joints following OR70 Above finish grade as Specified on Man de Wil Monsanto. Valve box Extmsi ne; are not raouwmdatiws Oohne- Manville Guide for Installation utansor of ling-Tito Pipe), or pipe A. grll flow ceas specified on drawings and per manuamae's specifications. Acceptable. A Verify electrical power a locationa of Wmatic conhdhunit it prior to ivnalation of marmf Wrer's recommevdationa wtommic amrollt wit Notify armuten immediately if Faster source is nesilable. ava 2 H B. InAA flow unsivg cable in a separge avid[ and annar to t al strip at B. Place gravel sump below and moved each Valve how prior W w Ung valve box tie ❑ N B. Pipe Mel be gained must sideho-aide of much bartom to allow for expweio t and controller, specified onthe drawings, Place m=m4 Pardon of gravel iwide valve box allog g B. Hardwve controller an Me Malay switch and existing power sourox Cm I shall not Z contractions. fail intense in cod around all fiMnge. Valve box shit W My supported by gravel sUn . W plugged law socket provided far ether egaipmevt. Z ` 2 3.09 MASTER VALVES No brick or woad supports;are allowed. N C. Al changes Of dlSefklOnnVW IS dCgREa allall be madC WlM lltWga. C. Instil Boon, C ellen sr wR W1W4e with co pl dmWNgs per ectY itnThe ht�4x O A Instant rvnscer valves m specified on drawings are pe manufacturer's specifications. C. Brand valve box lid ofmsawkd equipment m follows: Coniector sit. Ce responsible shall be traded with complete electrical connecerati The U\I O W D. mCsml t reetplwts on all U end fi ified above cod ns ahoxm on Connector shalt be reapwaibk fon temporary power W the Controller fon operation end pipe gaske Mugs as spa W f derails. B. Insall master valve wire W a separate conduit and nowt to remove strip at QuickElectriccontrol valve box tie with "Ce hands Levin aril SWfiop Number", estivg purpose. M y covtrolle. Quick coupling v lvevadvis box x fid with Me lents"QC". C7 Z E. When pipe laying is not in progress and at w and of each working day,close pipe ends location hal valve box Id with the lepers"BV". D. as Indict t Iatric control valve coving to within V of w Me eine numerical sequence CC 0 withfightphig or cap. 3.10 ISOLATION HALL VALVES Airreliefvalve box lid with the lepers "AR". as indicated on Me drawings and label within I" of[he orwwl stop. Label all spare 0- 1 Spare Wim box Mas withthe karts"SW" wines HE"spare". d > F. Install pressure supply fine bating tape along Me entire length ofpressme supply nim. A. hastaff isolative bill solves in separate valve boxes as specified w Me drawings. Wine Splice box lid with thea m" S". Q Z E. Connect flow sending and master valve wiring to wmroller wit and label within I" of ❑ F 0 G. Crater load pipe wife small amours of backfill W prevent arching and slipping wader 3.11 QUICK COUPLING VALVES Lever and numbs size of brand dreg be no less Map I" cod no greeter than I I2" in Me ruvdnal IMI Pressure. Lurvejoints exposed for insi atiw during testing. height and shall be 1/8" viaiimum in depth. Provide sample Maredivg W Me owner or Son w A. Install quick coupling valves in orange valve box as specified on tive detail drawings. owmees represm¢olive prior m commeaemevt of work. F. Install a sepazme ground rad and wire for each controller Past as specified on Me H. Coordivase pressure supply line with sand bedding operations, drawings and per mmufacmrwsspaifiwrons. B. Angled nipple relative to pressure supply line shall be no greater Men 45" and no less D. Wal through for subsdvtial a 1pt m will net W allowed man all brmN'ng a H z I. No water shall W permitted in Me pipe until inspections have bei completed and a Man 100. ampler. G. Above ground conduit shill be rigid gdva u pipe with Me appropriate finis _ 2 a period of a hast 24 bears has dapped fm solvent weld selling and cuiang. Below gmind conduit Mall ISO PVC SCH 40 pipe with appropriate fittings. 0 a' W 3.12 AIR RELIEF VALVES 3.16 SPRAY HEADS AND ROTORS Kw0 ❑ 3.06 INSTALLATION OF BRASS PIPE: a Label each amomatic controller wit wish the leftist or number dwgmwW on fie W Z Ur A- ImWi involves:valves in separate valve boxes as specified on Me drawings. A. Install spiny heads and phrases ns specified on drawings allowing minimum disavice drawings. Loner or number Mil W located in a visible location on the inside panel O Z A. Brass piping shell he cm by a Power hacksaw, a circular cutting machine using an between paving,hmdex pe,sidewalks,avdpnMs. cover with 3"high vinyl linters. O U Z Approve wheel, a by means of a hand bucksaw. AB pipe Mm1 be nezmed end rough 3.13 ELECTRIC CONTROL VALVES Y O Z edges or bum removed so Mata smooth and unobstructed flow is AwwS. B. Spay hands and gam April not exceed the maximum head and row spacing specified L Each automatic councilor unit shall be completely opemble prior to schatu ing a wdk WF- A. Msmli Each elastic control valve in a o parme valve box so Mar cross handle u 3" mor on dna drawings or staked w Me field by Me arcaact. In w case may apply heads or dwogh for substwtid compledon. = N d B. Eccevmic reducing finings shill W used when any change To pipe afire occura below vdveboxcoverespaified oaths dndldrawivgs. rotme be installed at a Msmice between beads Met exceeds Me nranvfmmv"'s U to Bushings AM not be used Unless stunningly amhocized by Me architect recommerded disranw. W V Crotmry,of Riverside Tracts fim Agency brilliant Specifications Cowry of Riverside Tmngou mAgency Hrigafion Sperificatinns Camay of Riverside Transportation AgencyImgmive Specifications Can*afRivenide Transportation Agency Imigniov Specifiratias w As of October 8,2009 328400.25 As of Camber 8,2009 3284OG-26 AS of Co mb n 8,2009 328400-27 As ofOcrohr 8,2009 328400.28 � U L a a 3.18 ELECTRICAL WIRE contractor is responsible W tentatively address each item on Me site report before e. (4) Four Services aunwis have been delivered o Me owner or overtax 2. Once the above requirements have been men a fruit walk through may W proceeding with further ans rection. represmWtve. requesced. The following procedures coil be used: A. Low Voltage Wiring: C. Pressure Testing a the Pressure Supply Live: Ager bakfvalve mashing, end prior to the 2. Once the above W requirements have bei me[ a coal eswgh err sed Booing a Cvemtoc must have ire two Personnel available with radio 1. Bury control wining w same neneM1 m prmaure supply line m specified. Memllation of each electric control veva, variation ball valve and quick coupling valve the wa fion may be requesWd. The following pioeedures will be used during communication for Me mare kagM of re coal through. theimiBatov system shambepremure tear d. tlu coal Mrvugh: b. Only those valve box lids ohafa be removed from pl vdve boxes t. 2. Bwde x1124 volt wires at 20 Intervals with etatrkd tape. The valve on the walk through fared aced up completion Punch box 1. Pressure testing tine performed intoe prnsuce ofthe meatae and owner or a Contractor must have (re two personnel available with radio The vdve box lids shill I paced aced up adjacent to the valve box 3. Provide expaaiw hope a every pressure supply line angle fitting and at 250' oxmePs nepreseraative utilizag the allowing Procedure: All vavdcation to the entire length drum coal through, prim to beginning ro final walk MroYPy hrnglm intervalsf 10dovg routing. Form expansion looppwvm by wrappingsec wire a b. All valve box lids valve be removed form vete boxy and Paced face C. The ford wen through will be divided ata (2) two sections mid minimum of q0 Mat mawad s 3/4" pipe and wiMMawwg Pipe ns spaified on a. Pressurize Me or 150 p r whit to 40 Pei atmrer tape the of lied up Thedjammis Me vdve box prior W begwang ME wall Aid prac«d ns follows: Me dplwvdgs. thane preens. or 150 pd whichever a ME Mc for a period of vo les c. The wet through will be divided into (2)two actions and Proceed m than 2 hours. The pressure gauge used fm the pressure ten shall not follows: .1 Visine Wel TFs arse This will consist of waking through fie Z 4. Limit a splicing of alae icd drop v Provide each splice mode at kith 3rd min exceed readings grater than hall Pre al la pump and oder parol list items created at Me arae of the walk through for W nitric control valve and dap valve nsserMty valve boxes with 3rd DBY Ten is ecce table if no leakage occurs within Me s stemafor .l Visual Walk Tiwugh:This a cvea g of compo encs of Me subetmw it amp awn,young exavupag all mining of the UJ Direct Bury Spice Kits. b. Test is of ME test if en leakage acture within ace system for We Syria irwith o t system and eExia".vg At components of Me in the without touon and on mons. Any remaining n system vias duretiw of ME seting period Syrian without taming on zone. A porch lis[ will be in the Caustruction and workmaystdp of Me imigarov synem as UUM 5. Wire splices occvnivg at intervals outside electric wmrol valve boxes shill be C. If leen occur, repair said leaks and begin prepare test again- Repeat e9a Hti d of deficiencies in Me crostrixtion aid coirnpared to the pooch list gennated 9 the time a Me walk instanced in A separate valve boz this g mtiw until no leaks Occur in Me irrigation system, workmanship of the iragation system as compared W Me Wough fm subnarmal wmpktion, phenomenon dmwwgs, ah M `. d Beare requesting a walk through fm submantle wmptefim, Me mare construmiop drawings,details,and specifications. details and specifications will be uoted. O ,}1M_ 6. Provide (1) am: claiming control wive kr every electric Control valve. Piggy ungatiov sy shall remain order Pressure for a period of no less .2 Operational Wal Through: This will wvsin of walking K W backing like zones on Me same electrical control wire is act allowed dish 48 horn. .2 OpemMnel Walk Through: Tess will consin of walking through Me pmph lin items created at Me nice of the walk O through Me entire irrigation Vatican observing each me in a through for substantial completion and opurving each acne in T Inewil(2)two spve 414-1 electrical Control wines from Me automatic emu Uu 2. The contractor is responsible for notifying the architect one day in sdvmce of fully operable pmdiMm.Valves gnu be activated from the s fully operalle condition. Valves mint be activated from tbe milt pedesrd m Me lest electric control vdve ov each leg of preurc supply Me pre"are test. airromvac antro[]" Unit (Manuil bleeding of individual automatic control!" Hurt (Manwl bleeding of individual line. Loesp nto the are wave w thM ns own valve box specified on Me electric control valves will nes he acceptable). A punch list electric aremol Sells" will pot be exceptable). Any remawwg Wdrawings. M addition to Mase spore wins, check Me drawings err any D. Flushing: Center load all piping prior W lasing. Amer dl new prigmat piping and will be established of deficiencies in Me operation of each acne deficiencies in the operation of each zone in Me hrigmion Z edeifione woes Met may be required and lowne Mem in Me save valve box as risers we To place and connected and nd necessary diversion work WE been ampkod in Me irrigation xygem evaluating but Out ]wild to head system Including but ort Iwitad W head spacing,row spacing, O P Me spore wigs. and prior W Me astalatiov of sprinkler heeds, roars and quick coupling valves, sp of erg, mw spacing, pounds singing, coarct radius of throw, wssle sia ng, wmct radius of Maw, coned stationing as N `p thoroughly flush piping system under full head of aTwure. After Me f emost more Wrrmt matiowng, as compared to Me construction duwoys, ampmed W ME porch list genembd in Me fine of Me walk W rr\ Z B. High Volans Wicag: from Me point of cucecrov begins to mush, continue fins" fm a duration of five deai)s,and specifications. Through for suNwnfie Completive consmucrw drawings, f- < minutes. After Me Spain is thoroughly Flushed,Cup all risen. assails, and Specification. D \$ N 1. Insall 120 volt Power mom Power source W anW fic wmrolle unit Showing 3. Once the Wal Through fm Subsrawd Companion he been completed Me ❑ local governing codes and ordimvces. E. Walk Through For Subnawa[Completion: architect coil provide a copy,of all patch just drama to the owner for review and 3. TIME Me Fwd Walk Through is completed and all items Created on the ford K M wWfim to the cormaztor. It is USE complctm's repomibMty to repair, punch list have bun addressed Me m Wnanw period may begin Any p W 3.19 QUALITY CONTROL 1. Before requesting a walk through for substantial completion the following replace, and adjust all items an Me punch prim W requeting a final walk additiowl walk Mrougha required due to contractors' insE iry W address all w Zrequ agra is rm,a• W entirely satisfied through. issues on Me punch lists described above will be Provided at the ewmacmr's GO F A. Precov bm Meeting:The covmtor is respmsden for anecting Me arcaem prior expense. oy !i to beginning covsvnction and/or ordering msreries to establish a meeting W review cod a The =fire irrigation syme n is Cwrpletely massfied, Flushed and F. Fere Walk Through: t04 Mseuew t1covs ss Project objections, concerns and to noiee trucrov documents to axone sawfiecocily pressures ssurested. If Me camamor failed to notify Me 3.21 MAINTENANCE PERIOD Z F Aamplece wdarsmndag ofragwred wsmtafion procedures. architect for the Pressure lost and flushing prawshow stated above Man 1. Before commencement of a farm walk through is requested, Me allowing ZMe covtranor assumes fail responsibility ermo r any design Mfieafiom rdqutrements must be entirely osnafied: A. The Menrenww Period shall be for Thirty (90) days Amto After rectification from e O 0 3: B. General Observation: The architect will visit Me amuvuction An n inteim fines directed by Me archin diving Me walk through for mWM LW arohicect of a Successful fund walk through and will begin once au items on Me fuel O 0 Q U X during Me eradication paces to access construction progress regaling ws[dlaaa of completion regediig Pressure cod pushing issws, u Each item on Me walk Through for substantial compleron has teem walk through punch list have been ap sbac[oNy addressed by a written stafemmt Of W Y irrigation equipment to be in compu ance with Me drawings, deans, specifications eb b. All valve boxes have been bmvdad, thoroughly Addressed and resolved by Me contractor indicanvg such from the amhitat b the owner. Nsite andirons. The archie n will prepare a sire report amt each visit voting progress C. AH anmmarc whimpers are ally operable and communication has b. All final record as-bui t drawings and controller claims have been O, Q Z of ho dlanon, coined wnuvudatku with Me airframe cod id=tifyiug any Ee it been certified in writing and checked in central control system by rhe produced by the mcNtt fm review by Me architect and cm waw at I. The ammeter is reppomsibk err obtaining and allowing my amintenance In U O ndjunmmm necessary which require modifimtions to Me designed itigmiov system. A cera d control system mmwEwuxer on their lepra hand the that walk through. plenums cr=ied spmficaly,fin Me projt from the owner at the begim,ing of K ❑ F- copy, of this we report will be delivered to both Use owner cod the cmm tor. The d. Beard as-built Mvwings have been submitted W Me architect fm the mem=apce Perked. w Z ,inview ser to anmpleremse. a w Q County of Riverside Tplaepormfion Agency Irrigation SPaificafions Cowry of Riverside Trangpopvtion Ageay hrigwon Specifications; As atyofRir 8a 20 hanspmation Agency mrigenon Spaificaaove Coumy of October 8,M09 Agency Ivigefion SpuimCarwts H � As of October g,2009 328400-29 As of Oc1Ybe 8,2009 328400-30 As of October 8,2009 328400.31 As of October 8,2009 3284pp-32 w as: w w w Z U ❑ O ZZ z < O U.1 g uld o Z J/ 1\OT NOTE. CONTAINED WITHIN THESE PLANS S w Px ogcAnE SPARED BY: INCORPORATED BENCHMARK: CUP 03579 S2 /.P. No. 150001 PP26032 SHEET Nc. O I r. a w./// JJ�� l SHALL NOTCOMMENCE UNTILAN NO S. 99 COUNTY RIVERSIDE 12 Y w ENCROACHMENT PERMIT ANDIORA `F ci PLANNING �ARCHITECTUREIINTERIOR HEMET CENTER - PHASE I U ¢ DAL SEE SHEET 1 7AY WORKING GRADING PERMIT HAS BEEN ISSUED. ENGINEERING FLORIDA & WINCHESTER _ ❑ W BEFORE .... DAYS BEFORE R in U j U YOU Dm YOU DIGVA aawAVE.am ,a,.gnsao,umms LANDSCAPE PLANS z o F TM�p'*Y"�'Nitl�tlN"re d"6p1tl 'bt°'°"� * sfJULvfe * reLow)Z"r"1 `' OsEnCHIne IRRIGATION SPECIFICATIONS OF19SHTS K O TOLL FREE 1-BOD-21]-2600 Namryanla�hliyddlBgaYkx labarmlddiaapmiin wwwwgan.wu d a A PUBLIC SERVICE BY atil RniuMsRMdatlhNimP�oo.hpsinkil aft PARK BY DATE .VRt DATE CPlgT tie h..a p?vP DAVID B. BIGLER SCALE' FOR: W.O. COUNTY 1/k Q d UNDERCRWND SFRVICE ALER] ddcemNht dNegmnmpma�k4wlHoorinnWRalNb ENrdIEEB BEIM WIINiY fOF CALgED �/ CERT NO. 3887, EXP 07/2018 Ni ora V: urs AL HUsal.LP FILE NO. a a 1 a {V a ¢ M H 2. Attheme of We main[maviceperth anal prior to turning shonver project over to the Fowner,the covtmetm shall deliver the following ro the owner: Wa. Five(5)pop-up spray heeds with mzales of each type xned, f every F i IN pop-up spray heads installed on the project It. Five (5) tutor beads with mezles of each type used f every 100 roams installed on the pmjmt. Z ^ 3. Once the contractor hes fulfilled all maintenance agrem eent obligations an has (D provided the above items to the owner, the maintenance peried will and see w section 320533 LancinnVe Maintenance, for responsibilities. LUz ¢O im N U) END OF SECTION 3284110 0 Ef cl m a y z o z n o . LU (II � _j F- mq N LU U LU z O a a > ¢ z o � O U Z 3 won U Z s � ¢ U w m 00 > 2z z O C O z Z _ ¢ a U g to w > U County of Riverside Ttmsportatian Agency Irsigatiov Specifications Q. w U As of October 8,2009 328400-33 a qa a ¢ a z O w > (� m u, m O K O O w C7 U O w a t ¢ D � K ¢ w m ¢ y z > O_ O j 3: F- O O U w U m Z w U O of JC. H Q W LU ~ Q LU 3 a LU w w Z U O Z Z z w g O H K FY] 6�1 Z D �� O NOTE: SEAL-LANDSCAPE NI BENCHMARK: SHEET NO w U PREPARED BY. CUP 03579 S2 /.P. No. 160001 PP26032 > 0WORK CONTAINED WITHIN THESE PLANS Pon DSCApp INCORPORATED O 1- SHALL NOT COMMENCE UNTIL AN v, e e. sip 9,p COUNTY OFR/VERS/DE 13 Y m ENCROACHMENT PERMIT AND/ORA r°t ` s PUNNING RCHITECTUREINTERIOR HEMET CENTER - PHASEIL) ¢ rwo wDRR IG I SEE SHEET t w GRADING PERMIT HAS BEEN ISSUED. ENGINEERING DAYS BEFORE m FLORIDA & WINCHESTER U > mu Dlc - new.S va.Stare sat.vaasuocAsnw LANDSCAPE PLANS Z (if 1— brarace6�mdeF�mm«p6naremme6nlaw.rg tr yi dutrm * a " 'a4°sa"s' I °A11t"ea°'61°1 IRRIGATION SPECIFICAITONS A9SHTS E[ U TOLL FREE I-800-ZZ]-26W Ihs.7vay waosNBlryaN¢[ailr renin lr N6valdd'mswdN iaancoN d a A PUBLIC SERVICE BY RiRq BY Min OR DATE ra�q o^`E` @gyp DAVID B. BIGLER FOR: W O. COUNN ¢ a UNOERGRWNO SERVICE ALERT snB:¢rtfte�sNClframtol;�aosobda saM�sJmuryNe{hr6b1 REN M lE OF CALIF OP SCALE: ALHUSN.I.P FILE NO. I /1 06 a ro4 aaxurt. EwEER WUNtt CERT NO. 3887, EXP 07/2018 H urs v: nits VVV • • • 9 . zo • • s she_ .t°°i+ °; ° ? s s ° r r e s . � h 1�. +4r . / rr aC I �Ia�1d ►Fir�•Q' . ' • • _ f�� a ._ ,. 1 m1my IF h 40,�.�s�.''��\4Y � `�•k�4ra. .g � p�..�� ` ', '� � � �' -"°"�tJ F.�' _�.il � � '.t �' �-'o.yf `s,�d�h � i • • 6"�1, � y`4 p�\ �I® \°° '�i.a i m our'• �`. +�/��/♦ ♦ (�/� / } �• fY r °+ '° °'� '� '•+. °i rbc 1�fi.�� a�5 °°�� '-0a fir. - � ..aCiSU. /.\��i}�� l�a� �i ; ° ,° Ij� �p�,v e, ".� + . •'des .¢ \ �' 'r °O ��1�1•Vs/w,��4�gF��"�\ ° . �`` + r��°`�°A °f o rr •', r+@ ��'S@ °a .. - . . � � � • i Rill 01 e • b5 ♦�.,� ►tea i" �'t��l,r � � ��alAD �%�� ° � �� !°'� f° °dIF a; 1 ' E Y kEt "+ Ylr "�•�� • + n r • `v" } Yr, •r �'9`$sfi4H'i.r r AY S+ • �Y�tJ� . . STV- • f` F6: 'SJ • u q r`�S qi; ,.vim eiam°�,' 1�.��, • _ �� °EN�° ,.y°+Fgrr.°Siv.`�4•° n•�,. ° - f aux•-- ,..e.ar • X71.-fid • ` C ZEN • T . . . • • • _ ®n A PUBLIC SERVICE BY UNDERGROUND SERVICE JULE RIP 111INFAWI, CERT NO. 3887, EXP 07/2018 000 ® ®WOM 1 a a a NOTE: a ORNN RTOOLS WITH A CLEAN, SHARPENED PE TOOLS WITH A CLEAN, SHARPENED NOTE: NOTE: LU IN TOOLS WITH A CLEAN, SHARPENED BLADE/EDGES HALL BE USEDBLADE / EDGES HALL BE USED TO > 10 CREATE CLEAN CUTS TO MINIMIZE BLADE / EDGE SHALL BE USED TO E CREATE CLEAN CUTS TO MINIMIZE DISEASE AND PROVIDE AN CREATE CLEAN CUTS TO MINIMIZE DISEASE AND PROVIDE AN I. F- DISEASE AND PROVIDE AN I. ATTRACTIVE APPEARANCE. ATTRACTIVE APPEARANCEI ATTRACTIVE APPEARANCE. z KR 3 11 KEEP CLEAR T - 36" ❑ n m g 5 5 3 AROUND TREE TRUNK g J z ♦ w J 2 L- . J _�12' KEEP CLEAR 2 4 CD > SCALE 1 2" 1'-0" w w z dig 3 zc 1 Q N a ° U 4 g D3 ( o I { o { 0 7 o LL s ( III—rt - — 5 3 o �Q m a III=�11 .} , - = 6 � g 5 � E � 3 \gyp 12" w $ N .. ............................................... . ° °iT_I I—III—�_I I—III—III—III °4111—III—III— Z Z m )I r 4 I I I=1 =1 1-1 -1 =1 1=1 1=L-1 1=1 11 1=1 I 1 o -1I -1 __ III—III— = m =1I I-III="' "—"'—III= —I I1=1 I1=1I -1 W W ill-III= III=1 g TROM -III- 3 TIL . .III III- III. 2 ~ J I- 2X ROOTBALL EXISTING SIDEWALK. KEEP CLEAR UTILITY BOX/VAULT OR FIRE HYDRANT GO y DIAMETER III=III III III=III III III=III III III — = O w �` 4" PVC SCH 40 PERF. PIPE (2 2" DIAMETER STAKES, USE TRIPLE - ''III III —III III 111 = 1 III—III CEORN RAE`C°ITFICATIONS AND/ MAINTAIN ALL TIMES UNLESS L MttJ 12 WRAPPED IN FILTER SOCK. O STAKING &3" DIAMETER STAKES IN HIGH iI I- "=111= III—III— ( = EXISTING SIDEWALK, KEEP CLEAR SPECIFIED OTHERWISE ON d y (i PER TREE) WIND EXPOSURE AREAS (SEE SPECS) -III=III=III- I " O PER SPECIFICATIONS AND/ OR ® EXISTING WALL FENCE 2 EXISTING CURB AND GUTTER. KEEP J EXISTING SIDEWALK CURB AND CONTRACT PRUNE SHRUBS ONE (1) BLOCK O CLEAR PER SPECIFICATIONS AND/OR EQUIPMENT BY UTILITY PROVIDER. ¢ Z 2 (6) TREE TIES 6 PLANTING BACKFILL O GUTTER. KEEP CLEAR PER 4 ORGANIC BARK MULCH LAYER HEIGHT BELOW TOP OF WALL II CONTRACT ❑ M O O (SEE SPECS) O (SEE SPECS) SPECIFICATIONS AND/OR VINES TYP. F- SHRUB PLANTING TVP. FENCE IN EIGHT BELOW T , (2S �7 U_ z SET TOP OF RSH GAD g SLOPE PLANTING HOLE T I CONTRACT O VINES TVP. O PRUNE PLANTING 8" MIN. AND 1 N MAX. BLOCKS HEIGHT BELOW TOP(SIF Q3 EXISTING WALL/ FENCE ow z O 1" ABOVE FINISH GRADE O CORNERS)WITH DRAIN PIPE PRUNE VINES ONE LL BLOCK HEIGHT FOR POP D SPRAY IRRIGATION AND WALL/ FENCE IN SUMMER SEASON SHRUB PLANTING TVP. w w BLACK ROUND DRAIN GRATE CAP 2O TREES NP. BELOW TOP OF WALL / FENCE IN 4" MIN. AND 6" MAX. FOR DRIP 4 ACCENT PLANT NP., REFER TO O PRUNE PLANTING 8" MIN.AND 12" MAX g U Of 3" LAVER MULCH MATERIAL, 10 MAX. 1"ABOVE MULCH FINISH SURFACE CUT SHRUB TOPS ONLY IF NEEDED O ACCENT SHRUB PRUNING DETAIL FOR POP UP SPRAY IRRIGATION AND J Z I' ® PROVIDE 3" CLEARANCE FROM SHRUB PLANTING NP. WINTER SEASON, (2) BLOCKS HEIGHT IRRIGATION AWAY FROM EDGE OF 5 IF APPLICABLE Of TRUNK (SEE SPECS) (SEE SPECS) O PRUNE PLANTING 6" MIN.AND 12" MAX. BELOW TOP OF WALL / FENCE IN SIDEWALK O OR TO REUUVINATE. DO NOT CUT 4" MIN. AND 6" MAX. FOR DRIP a O 77 1 CU FT. OF 3/4" DIAMETER CRUSHED FOR POP UP SPRAY IRRIGATION AND SUMMER SEASON O SIDES OF SHRUB AT SAME TIME AS O TREES TVP. IRRIGATION AWAY FROM EDGE OF N O wOf u. ❑ 5 6" HIGH WATERING BERM ROCK FOR 15 GAL. AND 24" BOX 4" MIN. AND 6" MAX. FOR DRIP 3 ORGANIC BARK MULCH LAYER TOPS SIDEWALK. SEE SHRUB/ (2 CU FT. FOR 36" BOX) 6 EXISTING WALL/ FENCE IRRIGATION AWAY FROM EDGE OF GROUNDCOVER PRUNING STANDARD > zz z © FINISH GRADE NOTE: SIDEWALK . SEE SHRUB/ O7 STREE TIES AND PECIFICATIONS.LODGE POLES PER DETAIL M-002. O 0. U Z STAKE TREE PERPENDICULAR TO GROUNDCOVER PRUNING STANDARD SOLE AT DIRECTION REMOVE COUNTY REP. DIRECTION OF PREVAILING WIND. DETAIL M-002. w O RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 RNERSIDECOUNTYTLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-0513 RIVERSIDE COUNTYTLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE 02-0St3 u) d RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-0S13 TYPICAL PRUNNING MAINTENANCE " " v o y TREE ON LEVEL GRADE TYPICAL PRUNING MAINTENANCE SHRUB / GROUNDCOVER PRUNING ! ""w ]CIE - APPROVE08Y: MPH • APPROVED BV: MPH • P APPROVED BY'. MPH • + ' g > U 15 GAL. TO 36" BOX SECTIO VIEW let; SECTION VIEW APPROVEOBY: MPH y • '�„' _ PLAN VIEW e a w V STD. P-001 1/4"=1'-0" REv STD. M-00 318"=P 0" !REV Rev: "1 STDM-001 1/8"=1'-0" REv D. nuc P mus %TRTF_ivi.VVG rnu M-m3 TrP¢x Pmwns SELmxvvc STD. M-00 3/4"=1'-0" niE x rro�ui Puunw viauvw Q. ¢ a DRAINPIPE _ DRAIN RPE DRAIN PIPE 10 I — — � 10 ' — — —1 10 I I i 2 Z a I 0//T 11 j .. 111 ° 111 o w 2 SCALE 1/2" = 1'-p 2 SCALE 1/2" '-0"JJ ag5 2 SCALE 1/2" 1'J-0° z © 4 QV / 3 12 3 OmLLU " 4 wJ — 4 U 4 W ....17 .. ...... ...... m 8 A a 0 YN -� �'. . o rc � < x - -III- - o x,x —III —I = L� 0rL ° •a 111••°111 •4.111, =III —_ _- 6 N = � � °°°° '� ° °•I—IIl I I I11 °• III III III—III= g ° 11=III=� . �: — 1=1LI—I -}.: = - 111=111 III—III III III III III IIIE 7 = 11 III III 1 Ill_I I III L 1=11 -1 —1 1=1 1 ❑ �1 III l l III —I H III ��I I 1 111= _" ' =i E m I =1i 11= — —I 1=1 — II-- z11-11III III=1 III—I II g -1 z I 11111-11 I I I i�I - - g =II I III=111— g 2X FOOTBALL 2X ROOTBALL 2X ROOTBALL W ❑ = � 1 =1 - DIAMETER DIAMETER I DIAMETER i z —IIL—" 4" PVC SCH 40 PERF. PIPE 2 2" DIAMETER STAKES, USETRIPLE 4" PVC SCH 40 PERF. PIPE (3)2" DIAMETER STAKES SPACE 4" PVC SCH 40 PERF. PIPE 3 2" DIAMETER STAKES SPACED — ( ) (¢ -1 I I_ O WRAPPED IN FILTER SOCK. O $TAKING & 3" DIAMETER STAKES IN HIGH Q WRAPPED IN FILTER SOCK. OO EQUIDISTANT AROUND R0 TBA O WRAPPED IN FILTER SOCK. O EQUIDISTANT AROUND FOOTBALL, ❑ N (1 PER TREE) WIND EXPOSURE AREAS (SEE SPECS) (i PER TREE) USE 3" DIA. STAKES IN HIGH WI D (1 PER TREE) USE 3" DIA. STAKES IN HIGH WIND z O (6)TREE TIES EXPOSURE AREAS (SEE SPECS EXPOSURE AREAS (SEE SPECS) Q 2 (SEE SPECS) 8 8ON DOWNHILL SIDE (SEE SPECS)" HIGH WATERING BERM TREE TIES (SEE SPECS)2 6" HIGH WATERING BERM 2 TREE TIES SLANTING BACKFILL O g O ® w ❑ W 1O HARDSCAPE OORIGINAL GRADE ON DOWNHILL SIDE (SEE SPECS) w Z F g SLOPE PLANTING HOLE TO 3O ORIGINAL GRADE SLOPE PLANTING HOLE TO 3 SET TOP OF ROOTBALL SLOPE PLANTING HOLE TO CORNERS)WITH DRAIN PIPE g '. O 1"ABOVE FINISH GRADE O ( ) F- N 2 MULCH O CORNER(S)WITH DRAIN PIPE CORNER 0 WITH DRAIN PIPE N LL O ® FINISH GRADE O BLACK ROUND DRAIN GRATE CAP, ® FINISH GRADE 3" LAYER MULCH MATERIAL, BLACK ROUND DRAIN GRATE CAP O3 ROUGH GRADE SET TOP OF FOOTBALL 10 MAX. 1'ABOVE MULCH FINISH SURFACE O BLACK ROUND DRAIN GRATE CPP 4 PROVIDE 3" CLEARANCE FROM 10 MAX. 1" ABOVE MULCH FINISH BDRFADE Z O (SEE SPECS) SET TOP OF ROOTBALL t0 MAX. 1'ABOVE MULCH FINISH Sli1FtFACE TRUNK (SEE SPECS Z V ABOVE FINISH GRADE O 1*ABOVE FINISH GRADE (SEE SPECS) ) (SEE SPECS) O O (SEE SPECS) 1 CU FT. OF 314" DIAMETER CRUSHED 1 CU FT. OF 3/4" DIAMETER CRUSHED H �- O O ® FINISH GRADE 11 ROCK FOR 15 GAL. AND 24" BOX (SEE SPECS) 11 1 CU FT. OF 3!4" DIAMETER CRUSHED O B" HIGH WATERING BERM 11 ROCK FOR 15 GAL. AND 24' BOX O K PLANTING BACKFILL 2 CU FT. FOR 36" BOX ROCK FOR 15 GAL.AND 24" BOX O BASE AND COMPACTION © (SEE SPECS) ( ) g PLANTING BACKFILL (2 CU FT. FOR 36" BOX) 6 FINISH GRADE (2 CU FT. FOR 36" BOX) r w 5 PER GEOTECHNICAL REPORT NOTE: O (SEE SPECS) 0 w GO Y NOTE: NOTE: TRANSITION AREA WIDTH VARIES STAKE TREE PERPENDICULAR TO w U O © 5:1 MAX. GRADE AT TRANSITION 1 STAKE TREE PERPENDICULAR D. STAKE TREE PERPENDICULAR D. DIRECTION OF PREVAILING WIND. DIRECTION OF PREVAILING WINO. I DIRECTION OF PREVAILING WIND. a 2 RSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-0513 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-0513 RNERSIDECOUNTYTLMA: PLANNING AND TRANS ATION DEPAR : -13 ' --_---- 1 VERSIDECOUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02.0573 I MULCH TREE ON SLOPE MULTI-STEM TREE ON SLOPE MULTI-STEM TREE ON LEVEL GRADE AsvRnveD BY. MPH Lu w w STD. H-001 3"=i'-0' REv: STD. P-002 15 GAL, TO 36" BOX ° ' APPROVED er: MPH yR APPRovED Br: MPH Lu a TRANSITION AT HARDSCAPE ""PROVED sr. MPH }- .v),a;„ 15 GAL TO 36' BOX 15 GAL. TO 36" BOXIc Z 1/4 =1' 0" Rev: ,i�P-J04 1/4"=1'-0" ReV: JC STD. P-003 1/4"=1'A" Rec Z2 FUE� � MA Mawv.w mo. P-mz rs-SSTVEc SEP. vG O w Q NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK = O WITHIN THE ROAD RIGHT—OF—WAY ONLY. o O a NOTE; AL-LAN ARCHITECT BENCHMARK: SHEETNO. DID U inT PREPARED BY: CUP 03578 S2 LP. No. 160001 PP26032 > z WORKSHALL NOT LANPLANS xDscAv INCORPORATED 0 m � nMmw.vrrwrr,nMA SHALL NOT COMMENCE UNTIL AN � e. ex q COUN7YOF RIVERS/DE 15 DIAL ENCROACHMENT PERMIT ANDIORA o �.D cue qOs PLANNINGIARCHITECTUREINT6RIOR HEMET CENTER - PHASE1 w a ~ TWO woRRNc GRADING PERMIT HAS BEEN ISSUED. ENGINEERING SEE SHEET 1 _ ❑ W BEFORE DAYS BEFORE FLORIDA & WINCHESTER U > U YOU NG YOU DIG - y "w.s ,m.FRESNO DA.mw LANDSCAPE PLANS z O Th Pimhtlnceatlt1Rm88RRdusrsarosHeMEwmB {R I +EE:I INWH +I .A<a NK2 a17z RIVERSIDE COUNTY DETAILS -F 19 SHTS () iOLL FREE I-800-727-2800 AaamgaHermeEkytlh�g^hanl^heRmdEeoeRrm . � 31"6ULV 18 ! Voex.cae a a A PUBLIC SERVICE BY aanOhlmfOaplm4^IEUINmrtu�^.8e^ouLelarkweaNbl N4R8 BY OgIE Al DATE ♦q NMfl wre @: DAVID B. BIGLER FOR: W.O. COUNTY Q w UNDERGROUND SERVICE AIERi fltlh'xRu'tkblE[NmRgNazMOEbwllfe^INrctiNAtdNB RNSlg6 rFpF OQ- SCALE: N¢mu ERONEER COUNTY CALIF CERT NO. 3887, EXP 07/2018 H' MTs V: MTs AL HUSH.LP FILE NO. a a It 441 > Q a F 2 2 0 ^ EDGE OF HARDSCAPE w 1 _U Zz Ad Zv 2 u� LU lY~ '1 y as 1 ',i / id —III: p •. . .le , o N LU o + o N / III = F e s <, 4 a a I III III III 4 :c.; ... .. SCALE: 114"=P0"PLAN6 0 6'-0" 3 m IIIIIIIIII II ZI- � � II � I III Jl 2 .I 1=1 6 m = 71 III III I, 4 1 FFF 1, , .: 1 .TI _ o I—lTl II III 1 o li III=III II =_III IIII d. 0 1-IIII III llI—III III IIII m U W "=1 I, III III=III 'I III 1 —I I� II II rr Ti 11-11,111, J IIII 1 111= III—I 2 X ROOTBALL "= r 7 1 H H LU z O DIAMETER 2 DIA L 1 5 + = III III I III 1 Tll O OZ L,., SECTION U Idd-� z NOTE: j SCALE: 3/4"=1'0" LOCATE PLANTS EQUALLY ® SET TOP OF ROOT BARRIER w 3" HIGH WATERING BERM SET TOP OF ROOTBALL O HARDSCAPE 1" BELOW FINISH GRADE g PER TRIANGULAR SPACING O ON DOWN HILL SIDE O FINISH GRADE O 1"ABOVE FINISH GRADE ® FINISH GRADE J Z UNLESS SHOWN OTHERWISE ROOT BARRIER TREE PLANTING PER PLANS M- D= PLANTING BACKFILL 3" LAVER MULCH MATERIAL PLANTING BACKFILL 2 O AND DETAILS _ a ON PLANS. 20 ORIGINAL GRADE O (SEE SPECS) 2O (SEE SPECS) Q (SEE SPECS) '.,.. O (SEE SPECS) N O p SET TOP OF ROOTBALL SLOPE PLANTING HOLE O3 3" HIGH WATERING BERM © TO CORNOPE ERS LNG HOLE { O ALONG EDGE OFF HARDSCAPE NCH FOR ROOT BARRIER NOTE: tr w Q 1 ABOVE FINISH GRADE © TO CORNERS MAY BE SAME AS IRRIGATION ROOT BARRIER IS REQUIRED TRENCH WHERE APPLICABLE. WHERE TREE IS 6' " OR LESS FROM U Z -0 O (BACKFILL SAME AS ADJACENT EDGE OF HARDSCAPE. MATERIAL) W W OL RI SIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:0205 +3 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE'. 02-05-73 RIVERSIDE COUMYTLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE'0205-13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE'.02-05-73 X w w SHRUB SPACING "'"�°,, SHRUB ON SLOPE �� """^� SHRUB ON LEVEL GRADE �- ROOT BARRIER A a O F PPPRDVED BY: MPH ^ APPROVEDBY M%i - -- 1 APPROVED BV: MPH ' "y� APPPOVED BY: MPH ^ :: 1 >7"SA:n U STD. P-019 3"=1'-0" Ree ,Q STD. P-016 1"=1'-0" REV ^ STD. P-015 1"=1'-0" REv: a Q E \11 STD P-013 SCALE VARIES SEE ABOVE Bev: OL K :Bxu.sa^c�oW„ ruc P-cis s�4�a s FTE ME .SHRI FnE > 13 RTmmnvc OE a 1 7'04 � 2 I 6^LLI MI t7 1 SECTION — 1 - W SCALE: 1l2"=1'-0" 111 o � � 2 2 1 2 17 > M ,.LU ••• ¢ Z 1'-0" DIA. CLEARANCE S'B' 3 L S g w ::°:::• AROUND ROOTBALL d III AHI 5 d , 1111111 °III III _ _ 11 fD j 1 lli. —III — o 111111-11111111111111111 111111 111illlll 1111111 IIII III llilllllllllllllli1111 z _ _ „II � s" MIN ISI ll I� y 1 n 4 g 511— �INSIN ISI _i III nr z �1 TOP OF SLOPE W �pp Z ..'' T m O TYPICAL 4' WIDE JUTE NETTING ROLLI Q i0 a I 1 `�� I 3 ANCHOR PIN 12" O.C. INSS O PERPENDICULAR TO SLOPE AT OVERLAPS p w PLANTING AREA WITH MULCH S WEED BARRIER FABRIC SET TOP OF ROOTBALL \� C ANCHOR PIN 24" O.C. PARALLEL LU Z F O TRANSITION GRADING O WRAP UP 4" AT EDGES Q 1^ABOVE FINISH GRADE - _ ® TO SLOPE AND AT OVERLAPS 1 m a VJ BASE AND COMPACTION PER 1 z y O 2O 3"TO 6' DIA. ROUNDED COBBLE ® GEOTECHNICAL REPORT 1 O2 2•-3' LAYER OF GRAVEL MULCH 55 TOE OF SLOPE Z 2 Q3 3" HIGH WATERING BERM _--_ .� © 3" ORGANIC MULCH LAYER O 3: NOTE: F- ® FINISH GRADE 77 24 MIN. HORIZONTALLY Q PROVIDE PRE-EMERGENT � STAGGER EDGE OF NETTING K w HERBICIDE TO SUBGRADE PRIOR S TO INSTALLATION OF WEED PLAN 1'-0" MIN. OVERLAPS w tN+ U O BARRIER FABRIC SCALE: 1/4"=T-0" ._ IN. m J d Z RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-0513 RIVERSIDE COUNTY PLANNING AND TRANSPORTATION DEPARTMENTS DA :03-0513 0. W RI VERSIDECOUNTYTLMA: PLANNING AND TRSP ANORATION TDEPARNTS TMEDATE:0245.131 COBBLE TRANSITION GRAVEL MULCH MULCH & JUTE NETTING � � � MPROVED BY; MPH PPPROYED BY: MRI , WIt d ':'; ^ -I C# 0ON SLOPE APPBoveD BY. MPH z w w STD. H-014 1112" = 1'-0" Bev: STD YUi1 1"=1'-0" BBv: — ED Z O -ma c®ecc- T x.nvc Fne -ml waveilu,cTvvc STD. H-003 AS SHOWN Rte' .c.x�_.. a c", Z Q Ed O IQ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ��"��\/\/� "/S � yC�� UU�n WITHIN THE ROAD RIGHT-OF-WAY ONLY. D: U g � �� O� �INOTE: CONTAINED WITHIN THESE PIANS SEAL-LANDSCAPE ARcnDEC BENCHMARK: SHEET NO. LU Urn PREPARED BY: CUP 0357952 /P. No. 160001 PP26032 O O Z NVIDSCAPF INCORPORATED 55 z SHALL NOT COMMENCE UNTIL AN a v e. e,� qq COUNTY OFR/VERS/DE 16 U < ~ Na rxD woRNINc ENCROACHMENT PERMIT ANDIORA a°' `.^ s PLANNINGIARCHITECTUREIINSERIOR HEMET CENTER - PHASEI LU GRADING PERMIT HAS BEEN ISSUED. ENGINEERING SEE SHEET 1 = o W BE DRE DAYS BEFORE m FLORIDA & WINCHESTER LANDSCAPE PLANS U j U rou me YOU of rMRNkAOEsay¢aB'6d: ma¢ DaNmroreaemuswy * B * I raYms * ,ni.FRESNO V..a,R RIVERSIDE COUNT DETAILS 3 O Fre F r H. T,r cF 19 G Ts � U LOLL FREE I-000-227-2600 Ned)11AYaMaSpNMyd9!osidrhen.IrhawoldENoerards 91BJULV �.,, ,oEn coM R d A PUBLIC SERVICE BY aaiopdk:udy q{r"V Eory¢mlutMo.ttecrvffiIararacea�eiei MARK BY DATE APPR DATE m�� a"i"e"` @�� DAVID B. BIGLER FOR: W O. COUNTY Q [L UNDERGROUND SERVICE III NalxmaP hklemnopa ax¢YUB:uIAa�!'c rearpll¢gar!Im BENBION6 TF OF CAl1FDp CERT NO. 3887, EXP 07/2018 SCALE. AI HUSN LP FILE NO. 1/� � a roel Namuo . ENGINEER Gour MTc V: uTc W a CIL CL BIORETENTION BASIN PLANTING LEGEND LANDSCAPE PLANTING LEGEND Q LJ SYPMBOL NAME OTT. SIZE WATER USE ZONE SYPMBOL NAME CITY. SIZE WATER USE ZONE Q (PER WYCOLS IV) (PER WULOLS IV) - (PER WUCOLS IV) (PER WUCOLS IV) H Z //,I� • QUERCUS wislizeni, Interior Live Oak 5 24" Boz L 4 / '1 /Aj�.`/�/ PROSOPIS chilensis, Chilean Mesquite 8 24" Box L 4 Z 0 H Z CHILOPSIS linearis, Desert Willow 4 15 Gal. L 4 U y • PARKINSONIA Floritlum, Blue Palo Verde 10 24" Boz L 4 fY Q J W AESCULUS californica, California Buckeye 7 15 Gal. L 4 Z z O 1� m �MS0PIS Phoenix- Phoenix Mesquite 13 15 Gal. L 4 BERBERIS thunberfii, Japanese Barberry 56 5 Gal. L 4 to J F W U N Z ROSE californica, California Wild Rose 63 5 Gal. L 4 K CL CLJ CERCIS occidentalis, Western Redbud 9 15 Gal. L 4 Z O_ F O BACCHARIS 'Centenial', Centennial Baecharis 49 5 Gal. L 4 U Z g U w DASYLIRION longissimum, Mexican Grass Tree 19 15 Gal. L 4 F Z BACCHARIS pilularis, Dwarf Coyote Bush 21 5 Gal. L 4 CID 0O � W U (/ ) EREMOPHILA maculate, Red Eremophila 105 5 Gal. L 4 > O Z !/ 0 o z O Z MULCHING LEGEND Y IU f g — LEUCOPXYLLUM langmaniae, Rio Bravo 105 5 Gal. L 4 = 4 a ! ! ! MULCH U UJ 2 P Z w w a ! ! ! a ! 3" LAYER OF WALK ON BARK TOPDRESSING MULCH - TOPDRESSING MULCH THICKNESS IS TO BE EVALUATED g > U ! ! @ SALVIA L 'Alidnight' Mexican Sage 15 5 Gal. L 4 0. U AT THE END OF THE MAINTENACE PERIOD AND AREAS THAT DO NOT HAVE 3" THICKNESS ARE TO HAVE a 0 ADDITIONAL MULCH ADDED TO HAVE SPECIFIED DEPTH PRIOR TO PROJECT CLOSEOUT. REFER TO DETAIL m H-001 ON SHEET 15. ¢ 0. BUDDLEIA marmbefolia, Wooly Butterfly Bush 18 5 Gal. L 4 + + + + DECOMPOSED GRANITE +++++++ ROSMARINUS officinalis, Tuscan Blue Rosemary 11 5 Gal. L 4 +++++++ 4" COMPACTED LAYER OF COLORED DECOMPOSED GRANITE INSTALLED OVER A COMPACTED SUBGRADE PER CALTRANS SPECIFICATIONS. EXCAVATE THE EXISTING SOIL AS REQUIRED TO ACHIEVE THE DESIGN FINISH GRADE (TOP OF DG) SLOPE TO DRAIN TO PERIMETER PARKING LOT. REFER TO DETAIL H-011 ON SHEET 15. O ROSMARINUS of cinails, 'Prostratus' 19 5 Gal. L 4 "STABILIZE DG 24" FROM ALL CURBS 8 PEDESTRIAN WALKS WITH 4" OF STABILIZED DECOMPOSED GRANITE WITH STABILIZER 0121' OF CALIFORNIA APPROVED DOT BASE COURSE D/ COMPACTED SUBGRADE O ACACIA redolen, 'Desert Carpet' Trailing Acacia 9 5 Gal. L 4 COBBLE MULCH O � LAREX tumlicola, Foothill Sedge 49 5 Gal. L 4 4" MIN LAYER OF WASHED "SAN DIEGO" COBBLE MULCH SUPPLIED BY TRI-STATE MATERIALS INC. OR Z APPROVED EQUAL. CONTRACTOR TO EVENLY PLACE 41.x8" COBBLE OVER ONE THIRD (1/3) OF THE DESIGNATED AREA. CONTRACTOR IS TO PLACE 2"x4" COBBLE OVER THE REMAINING TWO THIRDS (2/3) OF THE O MUHLENBERGIA capillaris, Regal Mist 12 5 Gal. L 4 � DESIGNATED AREA TO COMPLETELY COVER THE AREA WITH A MIN. DEPTH OF 4" OF COBBLE MULCH. KEEP > M LARGER 4"x8" COBBLE AT LEAST SIX TO EIGHT INCHES (6"-8") FROM THE PERIMETER CONCRETE CURB. N co CONTRACTOR IS TO PREPARE THE SUB-GRADE FOR THE GRAVEL MULCH WITH AN APPLICATION OF AN IHESPERALOE parviflora, Red Yucca 10 5 Gal. L 4 APPROVED, LONG LASTING, GRANULAR PRE-EMERGETN JUST PRIOR TO THE PLACEMENT OF THE GRAVEL O MULCH AT LABEL RATES. CONTRACTOR IS TO REAPPLY (SURFACE BROADCAST) A SECOND APPLICATION AT THE END OF THE SPECIFIED MAINTENANCE PERIOD. CONTRACTOR IS TO MAINTAIN THE AREA WEED FREE AND FESTUCA glauca, Blue Fescue 17 5 Gal. L 4 p REPAIR EROSION AREAS WEEKLY UNTIL FINAL ACCEPTANCES BY OWNER. w (ZD \ GRADES & APPEARANCE ARE TO MATCH EXISTING COBBLE AREAS WITH ENHANCEMENTS NOTES. UJ CONTRACTOR TO FIELD VERIFY. REFER TO SHEETS 16 FOR DETAILS. w z ¢ \ ¢ � \S � GRAVEL MULCH K p w 3" LAYER (MIN. DEPTH) OF WASHED (1 112" - 2") "BARK BROWN" GRAVEL MULCH SUPPLIED BY BRUBAKER-MANN, OR APPROVED EQUAL. ALL DESIGNATED LANDSCAPE AREAS ARE TO RECEIVE A30' LAYER (MIN. DEPTH) W Zr OF INORGANIC AGGREGATE MULCH. CONTRACTOR IS TO TAKE CARE NOT TO DAMAGE PLANT MATERIALS OR ENGULF PLANT STEMS. CONTRACTOR IS TO PREPARE THE SUB-GRADE FOR THE GRAVEL MULCH WITH AN m F LL APPLICATION OF AN APPROVED, LONG LASTING, GRANULAR PRE-EMERGENT JUST PRIOR TO THE PLACEMENT OF THE GRAVEL MULCH AT LABEL RATES. CONTRACTOR IS TO MAINTAIN THE AREA WEED FREE AND rn REPAIR EROSION AREAS WEEKLY UNTIL FINAL ACCEPTANCE BY OWNER. - SEE INSTALLATION DETAIL ON L3. REFER TO SHEET 16 FOR DETAILS. z O_ O 5 0 K - - - - - INORGANIC GRAVEL MULCH/ COBBLE BOUNDARY: NO PERMANENT BOUNDARY IS REQUIRED. CONTRACTOR IS TO CAREFULLY LAYOUT THE CURVES WITH BENDER BOARD AND IS TO SECURELY STAKE IN PLACE. J } LANDSCAPE ARCHITECT IS TO APPROVE THE LAYOUT OF THE BENDER BOARD PRIOR TO THE INSTALLATION OF ANY GRAVEL MULCH OR COBBLE. CURVES ARE TO BE CONTINUOUS WITHOUT "FLAT" SPOTS. AFTER DOz APPROVAL OF THE LAYOUT, CONTRACTOR IS TO INSTALL THE GRAVEL/ COBBLE AS SPECIFIED WITH BENDER BOARD IN PLACE. WHEN ALL THE GRAVEL MULCH/ COBBLE ARE IN PLACE AND FIRMLY BUTTED UP AGAINST w V U O THE BENDER BOARD ON BOTH SIDES. CONTRACTOR IS TO CAREFULLY REMOVE THE BENDER BOARD AND MAKE FINE ADJUSTMENTS AS NEEDED. REFER TO SHEET 16 FOR DETAILS. a z ¢ w NOTE: Of F- D= CONTRACTOR IS TO INSTALL COBBLE/GRAVEL MULCH OVER JUTE MESH EROSION CONTROL FABRIC IN DESIGNATED SLOPED NON TURF PLANTER AREAS. CONTRACTOR IS TO INSTALL STANDARD JUTE MESH OVER LJ a ENTIRE AREA WITH SIX INCHES(6") OF OVERLAP BETWEEN COURSES. CONTRACTOR IS TO FASTEN JUTE MESH TO SLOPE WITH 9111 11 GAUGE STAPLES PLACED ON 12" CENTERS. CONTRACTOR IS TO INSTALL w w Z wU p AGGREGATE MULCH OVER THE JUTE MESH EROSION CONTROL FABRIC. PLANT MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED. CONTRACTOR IS TO MAINTAIN THE AREA WEED FREE AND C7 Zz REPAIR EROSION AREAS WEEKLY UNTIL FINAL ACCEPTANCE BY THE OWNER. Z < O w l- NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT w0 � I QA-- � T IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. Z ��I ��I ////// NOTE: SEAL-LANDSCAPE ARCHITECT W W PREPARED BY: BENCHMARK: CUP 0357952 /F No. 160001 PP26032 SHEET No. > U Z WORK CONTAINED WITHIN THESE PLANS _ PNO3CgpF INCORPORATED O SHALL NOT COMMENCE UNTIL AN 0 9 COUNTYOF RNERS/DE 17 U G ~ ° two woRRlNc ENCROACHMENT PERMIT ANDIORA __- -- e� a s PUNwN0ARCHITECTUREIwTERioR HEMET CENTER - PHASEi w GRADING PERMIT HAS BEEN ISSUED. -- - - ENGINEERING SEE SHEET 1 = o W BEFORE DAYS BEFORE m FLORIDA & WINCHESTER o w U ou Dc ou DIG — 19 > w + ew.s ve.arts o,.rvrsxo.CA 07w LANDSCAPE PLANS NINE Z O ~ Peornklcammaketed firma launders * 31 JULY 18 5 To. tun 'I rAKcrelav172$ PLANTING SPECIFICATIONS o- snrs K U TOLL FflEE t-B00-Y27-1fi0O kaunflanazxpmlryolC¢EN10 Man.MtMemlalkoRAwe w VGExcos a a A PUBLIC SERVICE BY amryaMuuUlanvrdrfurBaM.chn.NePnkYouscerUbi RAR fly DATE AE R. BATE ��-/ rDAM .pip DAVID B. BIGLER ¢ 0. UNOERGAWNO SERVICE ALERT %�4MSF'tMh�rek*nirgaoucepldefduOaaMrePfiytlaRap i. E:I; rF OF CAL CERT SCALE'. FOR: W 0. COUNTY ma nlxuum aam DYJCY CERT NO. 3887, EXP 07/2018 H. NT.c v. NTc AI.Nusx,LP FILE NO. a a a a ¢ m > O SECTION 329300 D. Planar wed for roplacmnt shell bathe same kind and we as specified in rhe plain Cmtractorshdlbereaponsiblefwa"dma(v nmvaviceoftheworkuntilwotkis ~ LANDSCAPING lin. They shall be Survival,planted and Burdized as originally specified, no completed aM acceptable. 1.08 FINAL SOIL AMENDMENT QUANTIFIES: Fexpense of at repair work on existing improvements damaged during replacement Z shill be home by the Contractor D. See Section 320533 for specific Maleenavce Requirements. '.. A. Upon completion of all backfill and/m rough Brading of planted mass,a minimum of en U1 � PART1 -GENERAL '.. six(6) samples Manofexiewe Boil Road intlardomPlantingivests y 1.05 QUALITY A$SDRANCE: 1.07 GENERAL REQIBREN�NTS: by the Covvegoraodathis2n epic and mc ndependmr wit testing laboratory 101 SUMMARY: Foranaion agricultural suitability¢ andialde any condatie fmquanmarke A. Reviews herein spsacified shot]bemade by the Landscape Architect or Landscape A. Theam"Phvtin6 Area"shall rear all saes to bephntedwith trees,Arabs, application ram ofame�n®ter mdimlvde any cm*ective measures requvW to+djuat ❑ A. The wenn includes all smites, labor, mumruls, nanspovation and equipment Inspector. 11ne ConnmRr shall request review in writing a midmmn o£48 hours in g aradcosicur sod and seed. pH m salt R accelaeble levels. Thee¢recommeMmims shall then be mmpazdwim W n necessary a perform the work wdicated on the Drawings and as specified The advance,To the following parts of work: Nose pissed in Paragraphs 2.02 and 3.01 ends the contract modified accordingly. Z condfdona of the Carew[ ands Divisiu I apply n Nis aecnm as fully as if B. Actual planting alled be performed during than periods when weather and soil repeated herein. I. Pmjob meeting to introduce Landscape Architect,landscape Inspector, wrutitions are suitable in resonance with locally acrepted horticultural practice. 1.09 SOIL PREPARATION CONFORMANCE N ass ❑ Contractor,job project manager and job supeinmmeart and to discuss me FZ 1.@ RELATED REQUIREMENTS: particularrequ'dementsoftUjob. C. All rock and other growth or debris accumulmed during the duration of the project A. Ammdmrnt materials And Us,distributed an piles around the site in quantities ¢ ¢ shelf be removed fm the site. emreapmnding n me wile waysia'per 1,000 sq. R"recommmdmiva. Invoices ❑ N 00 A Section 328400 Litigation System 2. lacoryoratiu of soil conditioning and fertilizing mm the soil. Observation shall showingmaterials and quenfitiea pardsond shill be available far review.The O B. Satlon 328400-R Recycled Winter Grigatiw System begin Prior in emumvenw being rotoulled into me soil. Amendment mmerials D. Prior to excavation for planting m placing of plant materiels,locate all underground Landscape Archwer will compare she distribumn piles and Roel quantities of each X C. Section 320533 Landscape Maintenance shall be dialbuel in piles scrawl the site in gnenfifiw corresponding to the soils improvements,utility Raw,el and take proper precamiom R avoiddamage. India mmerial famished agawst the soils melysia recommendations. Ifine minvnam ratty of ¢ analysis rocommmdaions"per 1,000 sq. h.".Invoices showing materials and event of a conduct between such lines sand plant lxcadovs,notify landscape Architect application have nor Loch=4 the Landscape Architect will mature the distribution of Be 01.03 SUBMITTALS: quantities purchased shall be available for review. and receive direction Prior to proceeding. The Contactor assumes responsibility far additional qumthice of throw materials R fulfill she minimum application requhemena III Q making repala for damages resulting from work as herein spaified, specified.ARB approval by the Landscape Architect oftbe distribution met quamilies 2 R- A. Submit winficama of compliance and invoices for wit ameMnama,factions,and 3. Ups smplemn of gadiog Prior as Planting. Review of plant materials is to of sit amendments,me Contracts will Nen commence with snip conditioning Z \ Y Plain materials,with quantities of each, coincide with this review. E. Grading and wit preparation wank sbellbe perfbmsed only doing the period when meadions Per section 3.01. eereficial and opdmam tewlw maybe obtained. Ifthe moisque tonersofohe axil O A Z B. Tree Samples: Defivertothe site,southern alone sample read tree variety and 4. When awes,shrubs wall vines unexposed mplace Implanting,butbeforeplanting should aach such a level shot working it would destroy soil amucuue,spreading aM 1.10 PLANT MATERIAL QUANTITY CONFORMANCE .`an`0 ❑ aim indicated, 15 sellers in size and larger,a minimum of 15 days bef plmfing holes sire excavated. Reading operationsWp sbU suspended until the moisture commit is increased or ' ^ O operations. At the. onvecto Cr's option aMms e,he may oetaw the sere m ofthe reducer to accept le levels andthe&¢rued msulU m llolym be obtaimd A. After installation ofplam m to ials,aM wivciding with the Pre-maimmmce O Landscape Amateur no review mess l5 Iron and larger Logged the nor at its S. U completion of finish and planning. Application of t observation,the Landscape Amhitm,with me heretofore specified signed copies of W P P 8 egg eery or Ionstades p vg, pre-¢merger F- H Plane of Growth,ores dherwix iMicated. herbicide is R coincide with this review. F Scaled i dimensions dosmre ere s id immediately Before proceeding wise work,Carefully rmeck j news,e required ce ntory sin trip dips ands invoices for the plant under ands related 00 m and verify Nmensixna ands immediately inform rhe Landscape Arolntem of : will inventory mry such amounts have not b rn total area ahem the amounts C. Shmband Tree Samples: Submit3sam lesofeachvarietyandsizeofpknim gs 6. When planting,and all other indicated and specified work except me discrepancies between the drawings and specifiearims and acted conditions. specified Ifine minimum amounts have notbmn famished,the Landscape Architect Be j 0 at she site a minimum of 15 days before planting operations. Accepted samples shall Melntmmor Period,hes been considered. Acceptance, in writing, shall establish may,require the installation of additional nutetials R fulfil(the minimum remain on me ante and shall U miwminmd an standards of comparison for plant begs of the Marone wPeriod. G. Quantities for plant m&erials an,shown her convenience only,and not Komsomol. regniremevte specified or require that An Comrectu Provide credits)ro the Owner. cE } materials R be fiwoisheaL Samples may be wrogmnted inn the work Check wall verify count and supply sufficient number R fulfill want of drawings. ¢ J 7. Foal review m the completion of the Maintenance Period Contingent on PART 2 -PRODUCTS [�� = ZO D. A sample of the soil amendments and proposal mulch nmmrid(s),including acceptance, this review shall esablish the beginning date for the Guarantee H. Adequtely wake,bmricadeandl'rmeet incisions equipment.mmholn,utility l ima, menufactmer or supplier cetificato in invoice,shall be delivered to the LandscapePenod. and Omer existing properly during all phases ofine Boil emending end grading 2.01 901E AMENDMENT AND FERTILIZER: 2 Anhiwat wiNw dirty-five(35)days after recording of the Convett. opeatwW W W 1.06 MAITENANCE: A. Provide singly or in cmnbivties win requbad R meet specified requirements for U 2 1.04 GUARANTEES AND REPLACEMENTS: 1. Rejection and Substitution: Plants net conforming to the requirements haew specified:. topsoil. Soil withdra s shell be mmtoxic n Plans. Z R- A. The Contractor shall continuously mamrain all involved man during me progress of shall be considered def tive,wed such phna,whether in place or not shell be ¢ ¢ A. Shrubs,vines end gmuvMovers Ralf he guaranteed n remaw healthy and vigorously the work and during the mawenswo period uit me feel acceptance of the work. marred as rejected and be immediately removed from the sire of the work sed 1. Compoamd Derivatives: Ground bark, Whnli� sawdust, humu4or d growing for a ported of ninety fit )days from date of final accepmns of Maimenmce replaced wise acceptable plant mwerids. The plant materials shell meet alp applicable 'I other wood Green waste material froo of atones,wieks, end sip stabilizedW Period of project B. The Maimeneece Period begins on the time day ager writers acceptance of planting inspecdmareguiredbylaw. Plants shall be of Ne specievarietysizeagq Flower wtrh ribogea and havwg the following OOf W ❑ operations is receivedfmm the Landscape Archidwd,sod shall conNme thereafter for color and condition as specified herein aM/or as indicated u the drawings. Under aoZ (7 B. Trees shall be guaranteed R live w a hedmy comlition hot a period of one(1)yew slew den money(90)continuous calender days. condltlon will there be any substitution of plant specie,variety,or reduced avis for2. Particle Svc:Mw um lantern by weight leasing: O zfrom data of land werepume of Maintenance Period of project those]law an than accompanying drawings,except with Ne expressed wridmv consentU Z C. The counsel completion date of me conduct muintenance period will Be extended, of the Landscape Architect. ! a No.4 mesh saver 95 Z C. Plants fount to be dead or nm in a vigorous condition within me Maintenance aid when in the opinion of the Landscape Architect improper malmenance or possible I. No. 8 mesh screen 80 4`1IOlp Guarantee Parents shadi be repleted within frursen(14)days at Contractorsaterial m and Contractors expense. poor or unhealthy condition of planted mPoorly established anon-covering J. All utilities electricity) Wl city)mnd during the insariu aw and mteoenee of me = 0- nufarms we evident wme[emivetion oftlm schedWed maiufmavice period. The lhndswphrg and ictigatiov systema fol Nis Polaris shall be food for by Um Owner. I U Dpl g > U County of Riverside Transportation Agency Landscape Specifications County of Riverside Traysportatina Agency Landscape Specifications County ofRivemide Trunsitmmtion Agency Landscape Specifics ' County efRiveraide Tmnsportakon Agency Landscape Specificwius d U As of Odaber 8 2009 329300.1 As of OcRber 8, 2009 329300.2 As of October 8, 2009 329300.3 As of October 8,2009 3293004 a � I ¢ a 3. NitrogenCovtenk Minimum percent based ondryweight Nivogen ton/a minimum D. Cummer stack(1 gel., 5 Bal., and 15 gal.) shill have grown in conawers for at 2.07 MULCHING MATERIAL: Phosphoric acid Ion/a minimum least six months,but not over two yeas. No container plants met have crxhed Fn gawdu.t 0.7 Potash 5%minimum or broken balls of earth, when takes Don the smaiver, will be planted, except I A. Molding memtial shall he 3/e" - in" dw, screened fir bark or approved equal, Is. Fir or Pine Bark 1.0 upon special approval. No saes with damaged rats or broken balls wall be approved w writing,by the landscape srchieew. G. Pon-Planing Fertilizer for Pdms: Organic base,US hating,uvburning,controlled planted and m shmbs, vies or grouvdcovers shall be Planted that are "pot- B. Gypsum slid be a smmercidly processed and packaged gypsmn(CSSo,2H 0)with slow release,See Flowing,uniform in compositim,mumble for applicatiu wise bond"or that have damaged roma. 2.08 STAKING MATERIALS FOR TREES: minimum 80%grade cormim al; 140%minimum combined author. approved equipment,and shall contain the following minimum available percentages of weight ofplant fad: E. Prmwg shat not he done,prior to delivery,except by wrium approvd. A. Unable Staking (Triple Staking for High Wild Areae) for Iowa from up to 36" C. hon Suhphaa: Ferric in human sWphaa in pellme l or granular form examining ant Box Size: less dmv 18 percent metallic won. Material shml mnfrm R the Agicubval Code of Nitrogen 3%mmlmum E Observation of Plant Materials, requited by County uthorlties, shall be a me Sum of Califomia. Phosphoric and 1%minimum responsibility of the smwnr, and where necessary, the contractor shell have 1. Sakes shall be of lodgepole pine. These about bestraight shwfw, shaved Finish 3%minimum secured awards or Candlemas prior to delivery of phna R site. aid M claim wall base of branches and sides,of uniform shiclaw s with a D. Pre-phot fertilver for incorpoanun with remaining in Plant pit backfill mist shall be minimum diameter of 2 Inches (3 inches in high want exposure saes), Z of a common `beaded' homogeneous granular composition soluble for application Amigo-nutrimr folies equity fol pain fronds is recommended R avoid micmutrunt G. Plana "Ihe subject In observatiu and approvals rejection,m the project dee free of lux know,splits in bends. Sakes shall be oro lees than difft(8) O with approved equipment and stall contain the following mwmuem available deficiencies. at my war before or during progress of work, fm site, variety,condifim latent feet an length 0 Percentages by vai of plant fund: defects and injrim s, Rejected putts short he removed fram me project site W 2.02 PLANTING BACKFILL: immediately. B. Tree Tie Materials start be me ofine following: W Nidogen 5%mmbum Phosphoric acid 3%warrantor A. following ammvughly blended mixture of topsoil amevdmmwat the H. spee ieft! is will not obtainable,emniropexceptohm i conwfisdfinued testanyplant 1. Hose weds teed th ama-violet treea with sakes, shell be I2 gauge rn Potash 1%minimum Pollowing mixture: specified is nonvarityand a Proposal will be considered fin use of me renew galvanized wire with alts-violet mountain preen hoses R 10 'h"ettd wire Inv 1% alwvdmtaize,vmiery and sty PreutR27"m36"me kvgm cecesewry Per deuiw. 0 yV_1 lianRarcu .05% SoipCmduiover IPart IX .`_ Zinc .05% Steck-piled on site soil 3 para L Quantities"I he famished as needed R complete work as shown on drawings. 2. Tamar Braces shill W aced w areas with high w exposaim,a poim, winning O W Flown Acids okmond from compost) IS% Iron sulplete 2 lbirper cu.yd of mix how brute stability bane with Be following criteria: Soil Pmusm(dkyl mphtlalme sodium sulfite) 15% Gypsum 10 pbslpar cu yd.of mw J. Tbe h escape moment wisuves the right R observe mot conclusion of my Powplam fertilizer 4lhoper cu,yd ofmix species, particularly sox grown from seed, and if hued defective, to reject the 4 h"Imp diameter by 24"pengdm for 24"box trees E. Post-plmfing Fertilize for Maivmmnce Period Fertilization: Organic base,long plus represented by the defective sample. 4'h"loop diameter by 36"length for 36"box mese OW hwting,nonburning controlled slow release,teem Bowing,uniform w composition, Soil R be used an pamivg medium for the project wall be tendo, wmined,of Z ' \ suimble for application with approved eguipmen ,and shell contain the following uiform quality,free of stoves over 1 inch diamenr,socks,oils,chemicals,plaster, K. Identify plain species or veietfes correctly on legible, weather-proof labels 2.09 GUYING MATERIALS EOR TREES 41V BOX SIZE AND GREATER: U' 1 minimum available percentages of weight of plant food: concrete and other deleterious mvt«ials. On-site soil may be stockpiled fin roww attached scrawly at the job sire. There wall be a minimum of ace labeled plant N provided it meed all requirements. for each 5 plana in a lot. A. Guy wires step be rfplwble,smoconted steel of No. 12 gauge. W ❑ Nimgen 12Am Wmmn QZ Phosphoric acid 8%minfmurn B. Planting Backfill for Date Pala: L. Crromdcovez plane shall be healthy vigomas mated cautious grown in Bats uW B. Anchors (deadmi for holding guy wives "I be of 4 had by 4 both(4" x 4") ❑ `lw N PMA 8%minimum treaplantingsales lumber, 1'W in length,or"mwcHsill"style anchor materials as dawn on the v ❑ Sulphur 7% Fine,wished planar"only. Do not incorporate fertilizer into backfill mu.Apply details on Ne drawings. Of Iron 2% post-Planting fertilizer ody. 2.04 HERBICIDE: ¢W Mangmnae .05% C. Hose f covering wire shut be of 2-ply reinforced rubber, used or new, garden Z Ul Zinc .05% A. Wad Content Spay, post emergm4 symemie product with u wit residual hassetype of intent lR andtwdiamtttt. Howie Acids(derived fm camped) 5% 2.03 PLANT MATERIALS: activity formulated as a water notable liquid containing SOe/ glyphown and m N 14.3%wi facant with stuBav addible. D. Washing indicators, R be washed in Buys, shelf be of 1/2" PVC pipe and l j00 LL A. Nomac1ww:: The wiemific and comms comes of plains herein specified feet losing. Z 0 WARNING: Stem fcrtlizva oonuin chelwed iron wkch has cauwd sawing of contractor with me approved names given in "Sursam plasmas Gmden Bock ", 2.05 RODENT REPELLENT. ZZ cmerte winners in ether projau. Contrww shall be responsible fm removing all Published by Ise Publishing Company, Menlo Park, California latest edition E. Tree tiea shall be as sued w section 2.08 above. O ❑ 3ire water Few concrete by or as ducted by architect,m no additional See list of plant mamial on drawings. A Rodes Repellern: Repellant X in approvedmpd. O 0 cost to the Owner. 2.10 TAIM GUARDS FOR TREES: RRR U W H Quality and size of all plains atall be No. 1, of Piano Tag work. They shall be 2.06 HYDROSEED: F WJ Y R Planting Tablets: Tightly compressed,Clip type commercial grade pmnfimg tablets of Auroras,of normal gown,freee from disease,imeca,unset[eggs,touristtouristexceed A. Train Goods shell be made fium quality Polyethylene with Wane vd viol%iiumni Bit: m J varying weighted saws with the following"soluble percentages by weigh of plant the memuremema specified or the American standards for memory seek. Ping A. Sce drawings for lodm ced schedules, and ratcheting Iatdmill device. C7 ¢ Z ford: Tags dedl be submitted to the landscape architect Ul U O U V a l- CE LU Countyof Riverside Traneponation Agency Landscape Specifimfims County of Riverside Transportation Agency Landscape Specifications County of Riverside ds k Transportation Agency Lancape Specifications County of Riverside Transpomtim Agency L.stdwape Specifications R- K As of October 8,2009 329300-5 As ofOceber 8,2009 3293006 As of Gender 8,2009 329300-7 As of October 8,2009 3293004 W a W W O Z U Z Z Z W ¢ 0 1- U- Cif Fn Z N �11 IIU �� BENCHMARK: SHEET No. O 2 \\ ((90NRKING NOTE: \ PREPARED BY: CUP 0357952 LP. No. 160tJOf PP26032 > O z WORK CONTAINED WITHIN THESE PIANS NROSCAP a I N C O R P O R A T E C COUNTY OF RNERSlDE 1 8 O I- ^^'^"'�^�"^`^"^" SHALL NOT COMMENCE UNTIL AN a / qq x rn ENCROACHMENT PERMIT AN DIOR A °� as PLANNING ARCHITECTUREINTERIOR HEMET CENTER - PHASEI MAII sees SHEET 1 FLORIDA & WINCHESTER U ¢ GRADING PERMIT HAS BEEN ISSUED. ERGIREERIxO❑ N BEFOREYS sEFOREin0 W U YOU DIG S LANDSCAPE PLANS YOU DIG aw.s vin.ansiatvnwroca�wrasZ O H RpV¢mnwNp[�irpq * 31 JULY 16 * ra 't°m 1I FM a,azaatmg' PLANTING SPECIFICATIONSof 19sl-rs K U TOIL FREE 0-227-2600 0amgaoaan{nNydhdegohmlohenNddaapaw s swe«.0 w wMV.Ytraan CLe g T tare DAVID B. BIGLER FOR. w.0. COONTY a R A PUBLIC SERVICE BY aiiog*p '4PuAopduoryonhtho,hpma@IxAeBKsmW MAR BY DATE WRt 0.41E 9T P� SCALE: Q LL UNDERGROUND SERVICE ALERT bnsasmpmtlkbphbmnirgnaaepblkmfkoNmivryNeirsb ENGINEER RENSION3 EOF CAL1fO OERT N0. 3887, EXP 07/2018 H: nlic V: NTS a-Fusrv,to FILE NO � m9 ho a a CIL Q Bn q > \\ 2.11 ROOT BARRIERS FOR TREES: i. Fart iter shall be inmrpmatw two the top six(6) inches of finish grade. 12. For saes up to 36" Box size, install tree stakes with maheirds specified Q MVV Fertilizer shall be applied after loathing Vacation. B. Pl fin Train,Shmbs and Vines: and as shown on tlss drawings. The sakes$ball be driven in plumb and ZA. OUB-24-2 root barriers a manu6Caned by Deep Root Corp.or approved equal. secure. Special care shag be tal m that the dancing in of the sake does W 2. The thoroughne¢e and completeness of the romabulate and incorporation 1. All excavated holes shall have vertical sides with roughened surf and not damage the tree roots or romball. Tree tins shill be f triad to each F- PART 3-EXECUTION of the and conditlovers/ame encs shell be accepted by the landscape shall be of the morning Acus indicated an drawl architect n writing, prior to digging Plamivg pis. For copes 21 and au cases, large enough to Feign handle andpendingHanes shall be, in Crake by tacking she wire be to the amke. Protective hotels mill ma n 3.01 LEACHING,SOIL CONDITIONING,ROTOTILLING AND FERTILIZING: tib g without gnarly in comas with all use wmcorbrmch seas pw me desilsonthe drawings. steeper, or o per the drawings, omit soil condnowr app8ution and breakage of balls or marts. rototiiling 13. For trees lig' Box size ahe Banter Buy of trces with Use rvatenals W ^ A Deaf Weer Letting: 2, Excavation shall include the stripping and ed par p of all isand acceptable soil specified and as shown on the drawings. (D \ 3.02 FINISH GRADEVG: encountered within da areas to be excavated for Print pits and plmting U, I. After Complete installation and testing of the irrigation syawh, all arms beds. protect all areas mat are he be cocked over said upon which soil is 14. The sinking said Buying shag be accomplished in such a margin as m N e shall be deep water fhed and compouW and settled by Continuous A. Finish grades shall be as indicated on landscape and civil drawings. Contractor to be segment stacked pending it re-use for the filling of holes, pis insure the proper and healthy Remark and the safety of the plains, W \ application of initiation water mind the rot] has received a minmrw of shill nofify landscape arching for a decision should any discrepancies exist and beds. D property,and the public. � z 12"of water. berwen the drawings and site conditions. Q0 Q 3. Excess soil, generated from the planting holes shall be spread evenshbe costly an 15. The contractor all rommitble for all surface and Cognomen O N 2. Alter Inching operation, soil samples shall be taken by connector pit B. Finish grades shall be measured as the final water Compacted and sealed surface the role width the tolenmces imdicatM in washing 3.02, or as directed by drainage requited which may effect his program; of the trees, abrins, W Iandsipe architect's direction and given to In Owners soil laboratory Bigger and shah he within + 0.1 Said of the spot elevations and grade lines the landscape emoted and emoteones, Q for mating. Soil test shall meet the following regttiremens: indicated. (Nadia adjacent to walscepe shall be within+/- .01 fast of the grades X 0 indicated an she dawings. 4. The plants shall be planted at approved locations with the hemtef I& pruning ager planting shall ber required on all Core, shrubs, and vires W z ECe - Maximum 3.0 specified plant pit fertilizer and soil planting backfill. Place plant pit when necessary, to provide the speci5ed or approved standard shapes, M < PH - Maximum 7.50 C. Molding suit rounding of the grade¢shill be provided at all changes in slope. fertilizer after two birds of ball menaced is insalled at die laces form reactor sizes ChaacmriaF to each plant. Pricing may include - Minimum 6.00 specified by are mmufmmner and suits report. thawing, Ammar cutting and annul be under row chambers of the landscape Z yy D. All undulations and i ictiA hies in me quoting surfaces resuRing from tillage, architect or clarified arborist. z F 3. Dealt water leaching shall be done prior to me application of the handling and All other Versions shall be leveled and Barred our before 5. The plains shag be placed in Be parting pits, which have been hued- Q Z commercial fertilizer, planting operations are initiated. Valued, and water settled to the rootball base levels prior to the 17. Install tree goods m all uses within buff meas. H 00 re placement of rhe Equals. Abu setting me plants, the remaining backfill "r -^ U 4. Cashall be taken mut the mile of application of water does not cause E. Take every Encomium m pmect and avoid damage m erosion wntrol materials, husband shill be carefully tamped and settled around each combat to fill C. Planting Growilgivem: a "\ Ell erosion or slulBvg of sons, ted nm undertake leaching operations in sprinkler heads, iaigmim Imes, And agar underground utilities during pending At voids. N j l- expensive sage. and conditioning op rot ms. 1. Grouaccovers shill be planted in the ergo indicated on me drawings. M U) 6. Each tree and shrub shall be Placed in the cmc$of the hole and shalt be The grourdcover pans shift be rooted cutting$ grown in Bas and shall UJ 6U Z 5. All depeasmus, voids, erosion lights and looked trenches generated by E Final finish grade shill insure positive dramatic of me site with all surface so Plumb and held rigidly in posting and the planting backfill has been remain in mime Oats ung worplannn& J O the deep wdgrimilt shall be filed with conditioned topsoil and haugrt m drainage away from buildings, walls, and toward roadways, drains and Cash tamped saved each cornball. Q. ficish grade prior to digging panting Pis. basins. 2. AO grouvdcover plans shat) be Planted with snit around coos in c. > 7. All plms shod be ser at such a level met after gubV duty bear the same staggered row,woody spaced d she intervals called but an the dtewings. QZ B. Aller leaching CustomArms Customers and after the as have been know, follow the Soil G. Fill Smiles shall be wigged by the loulampe erontecUOwoers representative relatiovahip to the surrounding finish gradmay e as bore to me soil lire Q M Q propagation Conformance procwures per seeing Lou, After approval by the - in writing on Company Iwahew prior to digging planting pis get before grade in the causing,unless otherwise pared. 3. The gromdcover pima shot he planted sufficiently deep to Cover all U F Landscape Architect of the regmremms in secnn call, the soil emditioning planting operations will be allowed to begin room, S z and amadmem twmmis shall be evenly spread over all planning areas and shall 8. No plant will be awepsd if the roomdl is broken or crocked, Man W W be thoroughly wanfied to an avenge depth of six (6) inches by mutating a H. Planting surfaces shall be graded with an lase than 2 percent surface slope for bei,during,or after the process of instillation. 4. The gromhover planning area shall be band awomed alta planing to U mimmum oftwo(2)alternating Pali: positive drainage. V. Dams shall be thoroughly watered into me fail depth of each planting Provide an ern,mvmE find finch grebe. = 2 ¢ The following materials and quantities are m be used m a bays fm Walking,and 3.03 PLANTING: hole immediately atter piantivg. 3.04 H ROSEEDING: 0 Cl. maybe modified based on soil agdysis results. EJ N O A. The layout of Iemtions for plains And outlines of gmundcover beds to he planted 10. ]vstol shrubs and vines as shows an to drawings. A. Hydrreeeding shall be applied in sed areas mrsomel an the denwinge in W u- C7 Soil mnduooer: 4 cu.yd per 1,000 sq. R. shall be aceeptai by the Izadampe mcbmato n writing prior to digging plant pits accordance with the mix specified on the drawngn. Soil sulphur: 2016alper 1,000 sq. It for planing. A0 such broadcast shall be checked by the connector for possible 11. For i gulm trees, utilize pre-iaemliw nursery shakes if aaA s are in >O OU Z Iron islands: 20lbstper 1,000 sq. ft, interferenceting with exisunderground piping prior to excawaron of holes. if good Condfion as deoribed above. Broken, cracked and/or msamed R Hydro lon ing Dominant: Hydrant equipment aced for me application of Y O Z Gypsum: IN flistper 1,000 N. R. underground Construction or utility lines arc encountered in the excavation of nuaery asks will not be allowed. If new sakes are required, nssali fwtilizer, $ad and slurry of prepared wood pulp or fiber with tokifiers As U FIre-plant altzer: 2 Haver 1,000 N.ft. planting areas, other locations for the planting may he selected by the eMscape stakes with groundsas uspecified as shown on me denin wges s. specifion the drawings. This equipment shat have a buill-in agitation sysmn W y a faarchitect at no additional cost in me owner. Damage in existing utilities shall be with an operating capacity sufficient m agilate,suspend,and hoaogsomuuy nix UQ the responsibility of rhe campaigns. a slurry Contaiing 1,200 pounds of mulch wan seed. The slurry distribution tiger GO U) J j U County ofEiveaide Trampormnion Agency Landscape Specifiitions Cowry ofRiveraide Ttanapwvaam Agency Landscape Specifications County ofRiveraide Trnvsponairm Agency Ladsipe Spencifintiaas Comity of Riverside Transformdm Agency LaudgVe Spaifimtions OL U As of October 8, 2009 329300-9 As of October 8,2009 329300.10 As of October 8,2009 329300-I1 As of October 8, 2009 329300-12 CL aCL shall be targe enough to prevens doppage And shall provide even dstribunion of droningly, dowls,specifications aril$ice conditions. The Iandragw architect will the slurry. The luny tmk shall have a minimum capacity of 1,350 gallons and prepare a she report after each visit noting progress of insallation, vwbal 2. Once the above requireaem has been met a fend walk through may be shall be managed on a traveling unit whioh will ploce ass slurry Conk And spray, Aornmunication wheat the Contractor and identifying any field adjustments requested. The following pdoudwe¢ will be most. guzzles within sufficient proximity, to the peas to be sprayed so as to provide necessary mal require modifications in the designed landscape. A copy of this uniform dithdration without wasm site report will be delivered in both the owner and the contractor. The contactor a. Contractor most have (2) two personnel available wish radio is responsible to immediately address each item on the site report before communication for Use some length of the walk through. C. Application Method: Using the wood pulp as a guide, spray the soil wig a proceedng with further construction. uniform visible cod of sluny. The sh r gull he applied in a sweeping motion, b. Uums new issues arse between walk troughs,only those items in an inched Simon, an as In fil like Fir allowing me wood fibers and tackifies B. Walk Through For Substantial Completion(Punch List#1): As indicated on the walk Brough for substantial Completion to build upon nch whir,will a cmrpkte,even Coverage teat u achieved. pouch Eat will be addressed. This vis al walk Enough will L Bef ngmating a walk through for subsmvniu completion the emstst of walking through the punch Ea items created m the D. Hydroseeded mess shut be kept moist at a0 times 20-24 days after planning or following requiremms must be entirely satisfied: time of the walk through for substantial Completion, and and the new growth ofine pima are sufficiently well muddliehed. examining outstanding items. Any loweing deficimnn in ft z a. The mum Equating oma is completely installed,and when letters Convection and workmanship of the landscape as Compared to O E. Hydrosaded areas shot be prorated alleged for baffic and minor use of acceptance as described above have bees obtain from the the poach Est generated at de Core of the walk Emugh for N immediately after hydroseedng is completed by placing warning signs and landscape monomer author comer's repreaenmtive. If the subsando completion, Consvuwion dmwings, details and Of temporary twee and flagging around the mora. contractor failed on notify the m ndsthe architect fa wY of me specifications will he voted. 7 above items as broad an above mai the contractor cted by fith M F. Re-hydroseedng ofbare arae shin be done 30 days oder iniad appliceam et no medscape dim for any deign modifications grated by the 3. Owe me Fire) Walk Though is completed and ul nems ngcreawd my be me ganj additional c0an to the Owned. landscape a y of during the walk though for substantial BradMy touch Ero have been addressed,loquinae Maintmmw Pend may begin m completion any of mese laces at no adigorel cost m the owns. My ss all Io l wok fee prums required duns m mntrawmts' nabide at 3.05 HERBICIDE APPLICATION: address all issues on the Punch los described above will be provided at CC It. All calices, ping Cogs and owner's have been delivered to me the entracrors expense. Q A. Herbicide or Pby the applications shall be performed only ICY Persomai licensed landxepe erehiuxt and/or owner's tepreemsnive. Er such work by the 8mse of Coifoaia. 3.10 MAINTENANCE PERIOD: 2. pace the above mperemnm have nem meta walk through for O 3.06 RODENT REPELLENT: bg mind during me may be ugrequited. The following pracwmee will A. The scale ardia a Period shall successful for nnety (90) rdaysoug ager notification from tbe W be used during the walk through: landscape t efired of a Enough mat filo wank through aril will begin Duce all I A. Once plana have been legends on and ra ww to mpiY rodent napselient for pitta a lama ns the fire)walk Baugh pouch lis have been satisfactorily eddasw by a `1 indicated w pant legends on the drawings around ft d mare perimeter of the Contractor mud have (2) two personal look throu h. radia wntteg ememnt indicating such fiom the andscepe mchitecr m da owner. W ys O planting mea at applimtimn rates and wig methods as specified by the mmmumicadw ft me ensue length of me walk mmuPy. W .`.1a Z mortification 1. The coavawo is responsible f obtaining and following any p~ Q b. A.daual walk Brough rfEe Come um will rake plaza crosirting metivtmwce manuals created specifically for the project fimv the owner s� 'rr 3.07 MULCHING: of an momentum Of pltting areas as comparW m the drawings, at the beginning of the mmnummot period a and installation procedures as shown on that details and QA. Landscape areas oma men those hydroseeded or planted with turf shall be specifications. A punch Es will be established of deficiencies in 2. Once the Connector his; fulfiEed all naineaeuce sgna mem obligations O Covered specified with the mulching material to the minimum depth indicated on the construction and workmanship Of the landscaped area as immigration imminperiod wiU and we motion 320533 Landscape W me denwings. compered to the Construction drawings, dools, and MamxwVss, for maintenance reaponsibilitins. W Q F- specificmiona. F- LL 3.08 CLEAN OF: y LL 3. One the Walk Though for Substantial Completion hes been completed END OF SECTION 329380 z O A. As the project progresses an a daily basis,the Contractor swi maintain all areas the htdgulat architect will provide a copy adult pinch list items to the Z z in a nest manner and remove unsightly debris an necessary,rwmve all dorms and owner fm review and Bsh66utim to the contractor. It is the contractors O 7 R: Constants used in acCompEdsng work and sweep and clean all stdewalke, responsibility to repair, replace,and adjust all From on the porch prior to K k O U asphalt And concrete eras adjacent m plantings. requssfing a final walk through. 0 OC r A J )L3.09 SEE OBSERVATION&WALK-THROUGHS FOR SUBSTANTIAL(IOMPLETION: C. Final Walk Omougb. N Vv CO -J (j Q Z A. General Observation: The landscape hreneg[ will visit the mrrtrmnion $ice at 1. Before corvmmcement ofa fiend walk Brough 'ngmsted, each mem or W U O interim times during me consvuction process to accent construction progress; the walk through for substantial completion (pmch list #1) moat be \� a F- regarding installation of landscape matenal in be in Compliance with the thrrougbly ranging,addressed,and resolved by the conoawor. Q Ed _ F- Comity of Riverside Transformation Agency Li iscape Specificammas County of Riverside Transportation Agency Losdicape Specifications Cwwy ofBboaside Trm epomanion Agency Landscape Specifmp C: f K As of October 8,2009 329300-11 As of pcmMn 8,2009 329300-14 As of October 8,2009 329300-13 W Qa W W 0 Z U ED Zz Z W 0 Q U �C7AA- �J� LS P F0 O aNOTE: s -LAND E CHITECT BENCHMARK: SHEET No. W Um PREPARED BY: CUP 03579 S2 I.P No. 160001 PP26032> zWORK CONTAINED WITHIN THESE PLANS goscAp I N C O R P O RA E D O N ^"^^^'^^�` SHALL NOT COMMENCE UNTIL AN `' a l qy COUNTY OFR/VERS/DE 19 Y l- oat 1 ENCROACHMENT PERMIT ANDIORA Pt °x PLANNING ARCHITECTURE wtERIOR HEMET CENTER - PHASEI ria woagmc I SEE SHEET t w ¢ GRADING PERMIT HAS BEEN ISSUED. ENGINEERING W o W BEFORE DAYS BEFORE a FLORIDA & WINCHESTER U j U YOU ole YOU ole : uw.sans rot Fnauo CA mg LANDSCAPE PLANS z O H rkRnRkaog^ap¢¢mklNrryquxduanxgaatkb:'murT T} 31 JULY 18 6 \, 7A - EEt.(a m 1111 Fr metao-na� PLANTING SPECIFICATIONS OF 19SHTS Of U TOLL FREE 1-800-227-26110 beaxirwaoexcREkydkodi3rkan ltheatows as WAnotasncou d d A PUBLIC SERVICE BY stir3at:'nAn{{rose loorya¢Ntho.INoorffiItrkaleanhd gyp( 8f RTE MPR. DUE meq DATE' q:R DAVID B. BIGLER � FOR. W.O. coUNTv Q d OIL UNDERGROUND SERVICE AIERi ngamomanblhpronrg¢ramhlk Woruc leuaoPNttoala REN61pR TFOF CAL\FOQ (�(� NO. 3887, ERP 07/2018 SCALE: arc N NTe At nufiN w FILE NO a ail tleno . BRIER COURRY H