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THE SITE IN NO SCALE DLG ALERT - . CALL BEFORE YOU DING UMVERGROUID . E A "T 3030 SATURN STREET. S -2W WEA. CA. 92821 1 (WO) 422-4133 NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DE- SIGN HEREON. IN THE EVENT OF DISCREPANOES ARISING AFTER Q"Tr APPROVAL OR DURING COWIRUCTION, tHE PRIVATE ENGINEER SHALL SE RESPONSIBLE FOR DETERMINING AN ACCEPT- ABLE SOLU17ON AND REVISING THE PLANS FOR MARK BY DATE APPROVAL or lW 'COUNTY. REVISIONS ENGINEER DEL WFB B-I S SUN 39- 755 PAI M DESERT BE RKE Y DRIVE CAL CITY IFORNIA 92211 PHONE: 760/772-5345 FAX: 760/772-5372 I ANDSCAPE PACKAGE AVENUE 38 PERIMETER VICINITY MAP i M 1 yaw✓ THOUSAND ;INDIO HILLS PALMS RAM" RO.�1N1f1� PALMS STATE PARK iTlr III if (PROPOSED) i PROJECT SITE 36TH sT.. ' t s► FRAMt:I SINATRA OR. O 34TH AVE. COD rq COUNTRY CLUB DR. 40IH ST. rn o a Z FR�'T o C3 T OERMUDA `- g CL < DUNES 44TH ST. _ 4TTH AVE. C2 at INDIAN to U. WELLSun I VICINITY MAP_ NOT TO SCALE TAS09 R. ?E. SECTION 31 SEAL- TY N0. ? c F * Ext F &P��ra C l ei r GENERAL NOTES 1, UNLESS OTHERWISE STIPULATED IN MINTING BY THE OWNER, ALL WORK SHALL BE PERFORMED BY A C-27 LICENSED LANDSCAPE CONTRACTOR. 2. TWE L,ANIIIIIIIISM CONTRACTOR SMALL OBTAIN, COORDINATE, AND PAY FOR ANY PERMITS, FEES, ABS AIMY INOIIECTWNS, AS REQUIRED, AND SUBMIT ALL CERTIFICATES OF APPROVAL UPON GOINIL'ETLDN OF WORK. 3. At LMOINK CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION. PUBLIC LIABILITY ANO IIB TY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES. REGULATIONS, IBC 941111111ItATIONS. 4. %N,@OCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL FADES, THIS INCLUDES, BUT IS NOT LIMITED TO, PROVISIONS FOR RACEWAYS AND AS WELL AS WATER AND POWER SOURCES. ALL IRRIGATION WORK SHALL BE CO- RD WITH AND APPROVED BY THE OWNER. S. IIIIIIIIIIIA MAY REQUIRE LABOR AND MATERIAL BONDS, ALONG WITH A 100% PERFOIiIANCIE BOND FOR THE SUCCESSFUL BIDDER. 6. BlB� ANY WORK IS TO BEGIN ALL PLANTING AREAS WILL BE GRADED, CLEARED OF ROCKS, BI�15. AND WEEDS ACCEPTABLE TO THE OWNER AND LANDSCAPE ARCHITECT. ALL REFUGE DISPOSED OF PROPERLY OFF SITE. LANDSCAPE CONTRACTOR SHALL KEEP SITE WEED AT ALL TIMES DURING CONSTRUCTION. 7. 41111INK SITE SO THAT FINNISH GRADE OF PROPOSED IMPROVEMENTS ARE AT 2" BELOW ADJACENT NN011111111SCAPE. It. AL RANT MATERIAL SMALL BE SPOTTED BY LANDSCAPE CONTRACTOR AND APPROVED BY BBBBA Ml LANDSCAPE ARCHITECT, PRIOR 70 IRRIGATION INSTALLATION ANO DIGGING OF PITS. S. P=M SMALL BE UTILIZED IN THE HANDLING AND PLACEMENT OF ALL PLANT MATERIAL. OF LAS, SKINNING OF BARK, ETC.. WILL NOT BE ALLOWED. ANY PLANT WHICH THE UNIIIINOWS 15 DAMAGED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR AT RL COST. IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL 10, LABMAPE CONTRACTOR SHALL INSTALL AIN" GUARDS ON ALL TREES LOCATED IN TURF ANSA. 11. SLOPS ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN, 2% PREFERRED AND ACCEPTABLE STM1111111110S OF PRACTICE. 12. PLAN IIIIIIIIIIIIIIIIIL LSIM MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL . LAFii9CAPE CONTRACTOR WILL NEED TO VERIFY WITH THE AGRICULTURAL in . FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL. PLANT MAIMM COMFOMNG WAIN QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN, ALL MAS! MATERIAL IS %"CT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMER'S OFFICE. ALL PLANT MATERIAL SHALL BE FREE OF ALL TYPES OF PESTS AND DIEASES. 13. OdNIIlR / LAMKAPE ARCHITECT !HALL HAW THE NIGHT TO MAINE ANY REASONABLE CHANGES IN TRI[ 40 OUAN71TES DETERMINED TO BE NECESSARY NIR EXRDENT. IN CASE SUCH OMRNM NOVAE OR DIMINISH THE WORK SHOWN. TME L A OOCAPIE CONTRACTOR SHALL OBTAIN AM�MI► IMM THE OWNER, IN WIRITTING, BEFORE COMIClNCWNT OF WORK. UNLESS COMPLETE SMS 4F MATERIALS USED AND EXPENSES INCURRED ARE APPROVED IN ADVANCE OF WORK. T4 LWGMWW CONTRACTOR SHALL NOT BE ENTITLED TO CBNammA(XN FOR PAYMENT FOR Aim VMA WORK ANY FURTHER CLAIMS FOR COMPANSATION FOR SUCH ALLEGED EXTRA IM IIIIIIII&+L BE INVALIDATED. ft AM ftAWT5 WITH SPINES. THORNS OR POISONOUS VEGETATION (i -e., BERRIES, SEEDS, OR LEAVES) ARE IIIIIIIIIIIRr11ED IN ROAD RIGHTS-OF-WAY. 1S,, !fit SMALL BE LOCATED AT LEAST ONE AND A HALF FEET (1 1/2') FROM SIDEWALKS OR SEVEN 00 A ~ FEET (7 1/2') FROM CUIRSFACE IF NO SIDEWALK EXISTS, GROUND COYER BE LOCATED UP TO FINDS" OR CURB. COiUNTY OF RIVERSIDE 7PJkNW3 WA7= DEPARlkl3 T � TELIL1 OA S DATE SEAL: GENERAL NOTES CONT. 16, TO PREVENT BLOCKING OF MOTORISTS'S VIEW , M THE RIGHT-OF-WAY. NO VEGETATION NTH A GROWTH HABIT OVER TWO FEET (2') IN HEIGHT MAY BE PLANTED WITHIN TEN FEET (IO') OF ANY CORNER CUTBACK OR DRIVEWAY ENTRANCES AND EATS. 17. ALL MAIN LINES SMALL BE NOT LESS TAM IB" BELOW GRADE AND ALL SPRINKLER LATERALS SHALL BE NOT LESS THAN 12" BELOW FINED ORADE. IB. ALL SPRAY HEADS AND ROTORS SHALL BE OF THE 'POP-UP' VARIETY AND SHALL�IE INSTALLED FLUSH NTH THE FINISH GRADE. 18. IRRIGATION SYSTEMS SHALT. BE SO DESIGNED 7HAT, WHEN OPERATING. NO WATER WILL BE DEPOSITED ON STREETS OR SIDEWALKS. FOLLOWING INSTALLATION, THE SYSTEM SHALL BE ADJUSTED TO LIMIT OVERSPRAY. 20. IT SMALL BE THE RESPON31OLTY OF THE DEVELOPER / OWNER OR COMMACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. PERMIT BECTON. FOR AN EENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY. DEDICATED AD ACCEPTED FOR PUBLIC USE. AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIROMENTAL REGULATIONS DURING INE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AMD/OR PERMITS MAY BE REQUIRED, 21, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOlE0 ATONING AREA. AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSMUCAON, 22. ALL W M SMALL CONFORM TO THE REQUIIIiENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVE- MENT STANDARDS AND SPECIFICATIONS, LAIEST EDITON, COUNTY ORDINANCE NO. 461 AND SUB%OUENT AMENDMENTS. 23. ALL UNDERGROUND FACILITIES, WITH LATERALS, SMALL BE IN PLACE PRIOR TO PAVING THE STREET,INCLUOING. BUT NOT LIMITED TO , THE FOLLOWING: SEWER, WATER, ELECTRIC. GAS, AND STORM DRAINS. 24. IT SHALL BE THE RESPON31BILTY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION. REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND 17S SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 25. ONLY LANDSCAPIMG CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS IN LOCAL RESIDENTIAL SMUTS WITHOUT SEPARATE LANDSCAPE PIANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS. AND ALL LANDSCAPING ON ALL OWER STREETS, SMALL REQUIRE SEPARATE LANDSCAPE PLANS . ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LAND- SCAPE EIENTS" DATED JUNE 19fID, lw �� Z `i hod• `9 � 2W ANY PRIVATE DRAIMKIE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVE- Index of Sheets: TIENT PLANS. NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. SHEET NO.(3) 27. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL ) POLLUTANT DISCHARGE ELMINATON SYSTEM (WKS) PERMIT. OWNERS / DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NON) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWIPPP) AND MONITORING PLAN FOR THE SITE, PREPARED BY: BENCHMARK: RAY LOM LANDSCAPE ARCHITECTURE & PLANNING POST OFFICE BOX 12885 PALM DESERT, CALIFORNIA 92255 Phom 769/772-3123 C.L.N. 3474 FAX; 760/772-0243 PREPARED BY: R.C.E. NO. SCALE: DATE: H: V: 2 3 4 5 6 TRACT N0. 4bq45 COUNTY OF RIVERSIDE DESCRI P TION TITLE SHEET LANDSCAPE PLAN LANDSCAPE SPECIFICATIONS Al DETAILS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATION'S SHEET NO. 1 SCHEDULE " A " MS 3583 38TH AVENUE 6 TITLE SHEET 38TH SH TS. FOR DEL VkBB CORPORATION W. 0. COUNTY FILE NO. 6 t r r C.V.W.D EXISTING OLEANDER ' (TYP.)VEL_ s' TE TRAILER_ STORAGE WELL NO. 4720 I.I.D. ELEC. PAD EXISTING BLOCK WALL EX. BACKFLOW 9�. rw 74 do WATER METER R/W i RA �j T.V. CABLE BOX �c 7f ORIVEIWAY I 6' SIDEWALKZ Slj6' DEWALK V) Ir S CURB FACE RAFIRE HYDRANT `�� RA I 1 HP 'tt �C Q I I INSTALL ROOT BARRIER 2' DEEP 6' LONG CN I I ,jq (Multi) PER MANUFACTUAR'S SPECIFICATIONS. 7 (FOR ALL TREES) "' to I U Ml 32 Y i 33 34 35Me I STA. 31+82.79 38TH AVE. = 00 ; STA. 62+96.93 ADAMS STREET 01 38th AVENUE �1 �i -1 --- --- ----- -- -- -- --�- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - 1 �\ i r---- EXISTING CHAIN I 1 I 1 1 EXISTING FAN PALM EXISTING OLEANDER (TYP. ) I.I.D POWER STATION 20' GATE LINK FENCE DEL WEBB RETENTION BASIN - utyl-:�- C-v;Acd- ACV I NA— 1 ` RA CURB FACE RA 4 RA 1 1 S� Oct 1 00 001 4D 0 to i I 1 IQ 1 I - z Ui 38 39 40 Y 41 Q I jo 1 38th AVENUE �'A- 1 I0 I I �- 1 I � 1 --1 NOTE: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND- ViV P% ..C.F% I CALL BEFORE YOU D'IG t — - W WrsfM ALERT 83030 SARM S1IWO0 ET, S-2 21 1 (1MCA.22 4133 WYE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DE- SIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SMALL ---.SPONSIBLE FOR DETERMINING AN ACCEPT - SOLUTION AND REVISING THE PLANS FOR OVAL BY THE COUNTY. MARK I BY I DATE ENGINEER REVISIONS SCAPE ARCHITECT OR HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS. OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL DATA. QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR AC- CURATE BIDDING USE. SEAL- Y -SS/O 0y 2� 7 Z Y Z Pn LU No. 33950 m EXP. 6-30 -02 VIVO- OF CA0F0 rqqqq 20' 10' 0 20' +60' GRAPHIC SCALE: 1"= 20' DAM 2ND REV! OCT. 7. '98 DAIS: 3RD NEV. NOV. 24. '98 - WRL 91E WALL ADDI110N COUNTY OF RIVERSIDE TRA14SPMAUM "ARIWOff APPR VED BY: �QAT�4 RECOMMENDED JDATE SEAL: Cf) I� 00 0 LIJ F I, - U 0 Z >- Q 0 U PREPARED BY: E'VICTiwurr na C-ALArNCM /— PROP. CONTROLLER AT20' GATE I. I. D POWER STATION 1 EXISTING POWER METER po POLE PAD 1 EXISTING CHAIN CONCRETE POWER LINK FENCE \�EXISTING FAN PALM -, ALM I t; RA IroQoo000 •000c ■ • • O O O • O O ■ • • O O p DRI VE WA Y RA �� RA DW ' 19 LL.1 Iz 1 — �C-, I Q 36 37 i . 1 I 1 1 1 I � 1 1 ' A LEGEND 1 I LE On or) 010 z�ry Q LLJ rz U LANDSCAPE ARCHITECTURE & PLANNING POST OFFICE BOX 12885 PALM DESERT, CALIFORNIA 92255 Phone: 760/772-3123 C.L.N. 3474 FAX: 760/-172-0243 PREPARED BY: R.C.E. NO. DATE: SYM. PLANT NAME SIZE QUANTITY TREES 0 JA JACARANDA MIMOSIFILIA 15 GALLON T Jacaranda SHRUBS 0 CN CASSIA NEMOPHILA 5 GALLON 128 Cassia DW DASYLRION WHEELERI 5 GALLON 19 DESERT SPOON HP HESPERALOE PARVIFLORA 5 GALLON 20 Red Yucca NO NERIUM OLEANDER 'White' 5 GALLON 24 Oleander GROUND COVER W' -RA RAKED SOIL 10,720 SO. FT. NOTE: ALL FINISH GRADING ADJACENT TO SIDEWALK AND CURBS SHALL BE 1" BELOW THE SIDWALK SURFACE AND/OR TOP OF CURB. BENCHMARK: TRACT NO. S&S,+ COUNTY OF RIVERSIDE SCHEDULE " A " MS 3583 307H AVENUE LANDSCAPE PLAN SCALE: FOR W. 0. COUNTY E H: V: DEL WEBB CORPORATION FILE NO. SHEET NO. 2 OF 6 SH TS. teR,I /aswrrIrUff3 1, fiat': '+ R. 'ell _. .! one. definitions riot- n e thaw General Conditions shall c w; oI s': *i!ns of the s, ecifcotions as sat forth fully therein. .. '4�' a iz4 icn.• on t -tie r rgmi or the requirements of specifications , ti. It1 { dor -,a as .ni41l" as thought shown and/or required by .> r f ,. =_ ..la wzfk se,ec;Beal herein end/or indicated an the plans w . ,is—iii -a L; • separe' : Sub-Contracters and it slldi be the "Is& ..a" `- c- awl 9ub-yv:•° tractor to dlNsimne the *"wt of their at i1 • .�Nk H 'OSub -contractor. . The Landscape Sucontractor. however. is _ -, *, - vor ors tra as under his jurisdiction. t+ --r shrA pallorn eft wok in accordance with oil appli- r,:/,0 '�; f3 r>t.�-�ilsinta►tsna ordriwtMs Draw thou�i such requieriwnls 40 _ :' 4 ItrlRltarned herein. Mfr sok n the General Contractor al! . ^ veMo clad lel Sub-Centr7nlar shall not proceed with such r "`ew1: r.1 ills sfMsf approval of the f.wwral Contractor. r -* -Abu I IiIIIII-01110i /t� noon the tel sSub-Controctw or his Sub-Controcter or is •:Lppl W e,a 111-miwq w�4 far the Contractor. _ VaRK dK. +teen at k6W. material. efrtpment. servfoes. permits and -cm3ob, necessary to fume and/or Install i1 place, all materials. ,7pipr-Ont and/or appltonces specified in any on section and/or shown on - `e plans and/or specifications. FURNISH Shall mean to purchase and deliver as directed by the Client. rr r teriofs. equipment. or appliances se,ali :Red in any oft section and r V own or: the plans enc%► specifnottens. ffi shall mean i-Nicr, mato iefa, asp ipment, services. necessary to ct in place. connect. mock-up and/or opplionces furnished by the Si. •-Confr3ctar and/or ethers. E. CONTRACT shall consist *f the written agreement between the Contracts or%$ Client, Plans. General Conditions, aid entire Specification Section I -- in* w•` being porforrruete and what is i idicoted in one port shill be ei bbt01C es if indcoled it all pats. F. _-L'-.STQJi SITE eh:31 rmepn the sites as indicated by plans and ass-* 74.Yes. 3. fW W-4 (600f, I li;u#_�,--isr� srdv- Is yt leFutd to the Conerecter prier to the execution r'. ale, • eiTtk .'-> •fid in the Contract. The Contract cannot be r_.ftd c' At'ed o-swsyt by an Amonalknent at Purchase Order signed e, , Clio' _ Ally rel NPfONO d without such an executed writing shall iii •esum ,i' ilei" SOM U1ildad in the Contract without additional charge. '' el"' No air :Wiap rh:- "ontr&0-` " lablifibilb Wild verify [plough Survey ON lot lines. Right si -s. Pro, orty, Lines and s11a`fe restric.0ons. The Contractor shall .ter furnish se sarvops. P*Ndb and IicaNses required for the execution f t work dao la ppmold and paid for by the Contractor. The :oni •octor ahep #* d1l Rolbft earl for inspections and comply with :I laws and er4Nna*L bee+ all the work. 2. cowboowee f1 "aliiiiiinl The Sub -Contractor shah JIM efficient supervision to the work, using his best skill and attention, WM Nnent frown the job. he shall appoint o supervisor capable of 4101WA" W*w matters with the controclor an the site. He shad carefully st*oft and eompore all drawings, specifications and other instructions for Illi Wall. Any wok indicated in a manner which owed make It difficult to predlfce flet elm work, or any dkidwgwncW* or consicts which appear tlaleeen draskll" and specificotions and tool ordinances or restrictions t11tINf be referred to the Contractor for nterpritation or correction before pr with work. iMny alleged extra shall be presumed to be pat of the Contract with additional charge unless certified by the Contractor. 3, Nddw Obob lllee Prior to cutting No the SON, the Sub-Castroctor she locate all cables. conduits. sewers, septic tanks and such alta utilities as are commonly encountered underground and he shall tabs, proper precaution as not to damage or disturb such improvements, If a conflict exists between such obstacles and the proposed work. he shell pray uy notify the Contractor who will arrange for relocation. Sub-Coneracter will proceed in the some manner if rock layers or any other cast dWw encountered underground makes changes advisable. 4, 0 IS 111111111 tater W aftmm * Neither completion of the job nor final payment shall relieve the Sub - Contractor of responsibility fon guaranteed stated in the Contract, or of responsibility for faulty materials or poor workmanship. The Sub- ConVoctor " promptly remedy any defects which occur during the Guarantee period. Notice of observed deflects will be forwarded to the Sub-Controclar by the Contractor in dupsicots. Sub -Contractor will return one (1) copy to ties Contracts, noting thereon what action was token. AN questions orising ands► this ortidie shall be decided by the Contractor. & TWW*WNM of ON UbM Contractor reserves the runt to terminate the Contract if in his reasonable opinion the Sub -Contractor is not performing the Contract as required. Contractor wit ro nunwrote Sub-Controctor or work to dote of termination. Further. Contractor may rade c! the amount of work required under the Contract, but not by less than TOX of the amount originally contracted for with o coirespandlnq percentage reduction in the Contract price. B. "Now -8 The Contractor shaft carry all Worker's esmiliofuetieR, public FieoW% end property damage insurance as required by ON eppkoM* osdN. negrlotiwa.. and the General Contractor. These pnklim shd be melnt~ dxrbq this life of the Contract and should be produced to the Gsnerd Contractor upon request. 7. Mb/prebeff o of Orealie wd 0salw"ibe The Lsna"ga ContrecMer is responsible for strict odherence to lel sonewt AN punts. produetsL and materials shall be prwnfdati as i dlelpl d on the documents. Any chowges or sabstflutions must be tlplflred by the Landscape Architect / Oma in writing, Landscape CaRt/antar shall take full responsibility for adjustments to any eternal or wok that is not approved L A/illlrw Any and dA AWWK%O fe IMIWd by the Client during time of bidding Shan tear a part of 6w ikeWisw IpaliRcatiaas end Contract Documents, and Noe be i+/Aleed by few Ldadmaps Cetntracter in his proposal. • ONOW ONNNAM Unless fr�RINININII Ih wkb4 by Ow Owner, Propomgs) when submitted of .li"4 Wo 4MM In theee amountof Ston ef a p percent certified10)) of the told elltetpM bin "py6B/.,plat occernpanied by such o gaaontee will not M aMSlMrsd. 31 ! bMB4► to at - o contract is awarded feta or refuses to awi pie ttta eel Ila do@WmsnM or furnilt the required low WW40 policies Ond boada as sd.lwfIt in 9140 doomments, the proposal suervm"* shop be forfeited to the Owner. este W-mummw Sporenten oil aN bidders wl be held until the Successful!ops► bRBI - - -i atncuted all Contract decdwrwnts. PLANIM lQVIG111Di t. - ft** of Waft - ed fivepwNfte sed pameq per PWL L NS%M e A.- General - all moterlef ~ filo best eveseble. 1) Do not bsi see preparation and ptenting until al work such as header botOfttbk walks. povindg, ceneratO work. 4kWV Del GNMt for fixture kHestien and fencing, oweept where Seveso f. neoesedary. drainage work. ger fbo kmtdkrffiaR. irripotion wok. and any other work required under pkos and spiecificotfons around planting Orem is completed and approved. 2) Specimen trees twenty (20) inchow and larger box siaOs are exempt from this rule wfterit access midjht be restricted by contruction phoses of landscaping or buildnif. Al plants and planting shell be continually maintained by the Landscape Contractor. t . DIG ALERT - CALL BEFORE YOU DIG t - CINLI :S ATTACH ALERT undamaged, vigorous stock green dwd4r dOwao to owmMb n dallier to JW SARM S-200 conditions of project site add fres off dleenei bund. SW lawns and 2SINUT, _Lk r 422-4133 :. EXISTING SUBGItAOE - - ., f. l ONO" Vbk F409@*A CONTAAWD WTHIN THESE PLANS SHALL e NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN 1) Plants not conforming to the requirements specified will be considered ISSUED. THE PRIVATE ENGINEER SIGNING THESE Ir 'EET TALL MNsuW. PLANS IS RESPONSIBLE FOR ASSURING Ti A. ACCURACY AND ACCEPTABILITY OF THE DIE- . SIGN HEREON. IN THE EVENT OF DISCREPANCIES Apply content herbicides in oeserdrx- stork fllwwle bow's recommend- ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL 2) Varieties and sizes of plants shall be as stated in the Plant list or BE RESPOMSIPLE FOR OETERjIINING AN ACCEPT- _ . X ABLE SOLUTION AND REVISING THE PLANS FOR , APPROVAL 8X THE COUNTY - - MARK I BY I DATE ENGINEER B. Plants - provide container grant plowt WAterial Vern in a recognized f 3 nursery in accordance with good hwfeotdb" proctim Flavide healthy, t - CINLI :S ATTACH 2 INCHES IN" undamaged, vigorous stock green dwd4r dOwao to owmMb n dallier to .. ate. conditions of project site add fres off dleenei bund. SW lawns and WITH GALV•,,-_EO MALS (- _Lk r a B. Plants - provide container grant plowt WAterial Vern in a recognized f also coiled Copper T. S. (alternate 1 qL `am '.168/M gallons H :P) nursery in accordance with good hwfeotdb" proctim Flavide healthy, t - CINLI :S ATTACH 2 INCHES IN" undamaged, vigorous stock green dwd4r dOwao to owmMb n dallier to •• also coiled Dilhane Flewable (alternate 1 aft. Brava 500/100 gallons H O) conditions of project site add fres off dleenei bund. SW lawns and WITH GALV•,,-_EO MALS (- _Lk r defects such as SUri4ld, knots, injuries, etHAMMw or inllywoment. _ _ ��= — — --- IIII EXISTING SUBGItAOE Provide plant materials of the sizes indicated. Plant material of sizes l ONO" Vbk F409@*A larger than those Indicated may be used provided roots and root tail ore e increased proportionately. Waft preseorrae aMff1 J1AW baht srllesl/y 0 TNI. 1) Plants not conforming to the requirements specified will be considered Ir 'EET TALL MNsuW. detective. Such plants, whether in place or not, will be marked as A. was& rejected and shoN be immediately removed from the premises, These . — �:SS TE - T" x 3". •tither to Isdae0 I Apply content herbicides in oeserdrx- stork fllwwle bow's recommend- wall be replaced with new acceptable plants at no extra cost. ations, Prior to application ftloetat ween far fetarum days to encourage 2) Varieties and sizes of plants shall be as stated in the Plant list or 15 j weed germination and growth. Apply bob@ sow attain a height of 6 . an the plan- Remove toner weeds manually believe aid during pOh cry grading and finish grading. All weeds shall be dug out by the roots and removed 3) Under no conditions will there be any substitution of plants or sizes 9dv. staple- (rein. 9/Ie" - 141fxn). from the site, for those listed on the accompanying Plans, except with the express Apply pr* -emergent herbicides in accordance with monufocturer's written Consent of the Landscape Architect. iia instructions. 4) AN plants shalt be tilt to name and one of each lot shall be togged with name and sizes of the plants in accordance with the standards No herbicide shall be oliFil after placement of my ft)Omod. of practice recommended Py the American Association of Nurserymen, IL plod 5) Special care shall be taken to insure that plants in containers ore kv odequotely watered. nater for "it preparation, planting and inspect the Integrity of any end ON w*WWOD" maResalw teed diiinayp irrigotion will be furnished by Owni systems and report def 's visa Winn -eI I Ennxe dNONIWWl" Ore corrected prior to beg wtirig of wank, 6) Provide certificates of inspection for all materials as required by low or regulation. Package standard materials with emonulocturers Q PM"d ftOMx BbillV16e one (fig certified analysis. Provide analysis by recognized laboratory mode n accordance with methods oxieblishod by the Associate of official 1 Planta stockpiled an site ,err to t d1M be IHiiiwtawM ) p Pio^ p "Oil Chemists for all other materials. _I .1 t and protected from sun. dryllng, wind, m Otlimx or tiny e#1er delotW- BACK:LL (MARK) Plonts deemed damaged by Owner sell be rdpkmW wit an mpd }Int at I= I NOT BALL - TO REST ON 90i OF PIT no additional cast. 7) Plant material Riot oN be taken from native or field grown conditions EXISTING NG 9UBGRAO 12 INCH MN. shell be of o site epiel to that indicated on the plant list. The IIII 2) Deliver materials after preparations fes ~ng have been cww*lawlt rrnoterial shall be dug, transported in o manner that does not iniure Plant immediotely, if p's 111 9 is dkkged far more than 6 hours air the moterlol or in any way inhibit its likelihood of survival. There delivery. set plant material in !tele. /eelm Nnam weather and -OO dad shell be no more material transported or stored on site than can be C�' THE PpI/Ty damage and keep roots moist. planted within two (2) days, in all cases. botanical names take OF TREE TRUNK DIAMETER AT FEEDING precedence over common nomes. DEEP t•r30T ,JMetoL BANIIE1t SnkL K 3) Do not remove container grow stock including ground cover. *rest DISTAla:O 6 ANY TREE OR PALM PLANTED anti planting lima. 8) Landscape Contractor shah provide/use proper machineryfor tree , ODL, ' A. LAKE, POND, @ULOOL ETC, Danver louers Deliver bone materials such es topsail, rmWah, ere- with tura daew.y placement and panti4, IT Crane must be used for: 1) any Mee 36" tickets. One ticket shall be provided to the Contractor. box or larger: 2) pokns six feat (61 or larger (brown trunk height) unless otherwise approved by Owner. 4) inspection will be made by the Owner. Contractor shall M Be 00 011e e inspections ore mob. FAVAM ter iwepu:tis dwell be wiuft by 111011111 Q Faf�w aand! tihen elePh person, at ie"t 49 haws in edwuwo of OM daebM. 1) commercial fertilizer: Shote be 'Nutri -Pak' (3 Neer package) organic sass IL Ree eel Wellb MWMq fertilizer and soil conditioner. Avoiabke from: Evans L. Stater, ASLA. inlnons: 619 / 323-22'.10. t) Exocvate pits with vertical sides for all pwitw shdrtlbs and traew o. These pits shall be thoroughly dv~ oft tltp6on an sid" wild 2) Proper Feeding Formula bottoms and approved by LofkMNNW ArdNN"t prier to Plum" tress. a, Trace (by trunk diennella). 2) Compact sell of bottom of pit and tw* RFa t iii nee wewxd bei Seedli (under 1/4") 1 Nutri -Pak nQ:w spo d. of plant and water it thorowgNdpi Ming 6000 of toll es file to form 1' to 2 ditfrrntder = one each on apposite sides (2 total) SOWN shill be settled by tonIflik odd VOO" a S11aeew basin as wide as the bon, araurid sup plod for watering. This is 2" to 3' diameter - three told in Trionalor (hope to be prior to ground cover inatasntlen. 3- to 4" diameter = four in shape of a square 5" or more - circle form. use one Nutri -Pok per coliper inch of trunk da. 3) AN plants shah be set so that, item settled. they bear the some re - b. Shrubs, Vines and Rosas lotion to the rewired grade as they bore to the natural grade be- fore being planted. Make on opening 6 inches done, neer the roots, but not touching 4) No moterial shall be planted if the ball is broken or croaked either and insert Nutri -Perks verticay. Use ane Nutri -Pok for every before or during the process of planting. 1 & 5 gallon shrub. 2 peke for every 15 gollei plant. 5) immediately after plonW% stake oil trees to prevent d@WAW from 3) Apply vitamin 9-1 root stimulate at the rote of 1 tablespoon per one wind (as per detail - this shei gallon of water. 6) Proper* noised eortfi basin as wide a: oeM of each plot liar 4) Add agriform plant tabs (20-10-5) or approved equal - set 6" below watering prior to ground cover and down nOoltation. finish grade per the following schedule. 7) Grade sem around plants to finish gPoft and dispose of excess 1 Gotten :1 Tablet sul• 5 Ghon :3 TabMts 15 Galfon : 5 Tolli 8) Watering - Irmrn-fotely after plonthi "ler thea be applied to each 24' Bax • Per Monufocturers Recommendations tree and shrub. in such o manner ee rte to chew% baekfNl and to the ly 36" Box / Larger : Per Manufacture: s Rocommendations extend that ON materials in the platting holo ors PIW ENV saturated. AN Palm Tress : Per Monufocturer's Recommendations 9) Presoak pits prier to planting rootbee. t# M No Of pR. After bockfillin i 1/2 of pit, IN wile: weser to Iy of r=MO. Continue bock - filing to within 1' of Ow swrwnwdrtq OWO grab. Groare rootbdl is D. elle �" set 2 above finish grads CARE OF TRANSPLANTED PALMS IS AS FOLLOWS: Q Gram td Conn Pall " 1) Upon arrival the palms should be planted immediately or stored for no more than 3 to 4 days in ash ad area where the total tree roust be misted frequently. 1) Ground covers shall be planted sufficiently deep to eager ell roots and If they ale stored for more than a day, cover the rootoalle with a burlap torp I spaced as specified in ground cover list on LoOdWO" flan. and keep the torp moist. 2) Ground cover plants shall have been 9ro*n in clots and sttalf remain in 2) Unloading- Polis should W,fflinoINy lifted off the setting the choker to the outside those hots until time for traneelonirvg Al time of transplanting the Not soil shall contain sufficient moisture so that the soil does not fall oport so to tum the Pak" to the inside as it is tiftod. y1&n chokers only. Crone operator and choker -setter should keep a 'sharp" lookout that the hoods ore not caught, pulled when lifting plants from sot. Each plant shall be planted with its propor- on, banged into or shaken: which Can dome" the bud tionote amount of the set sod in a manner that will ensure a minimum of disturbance to the root system. 3) Planting Pits- Planting pits should be dug 5' x 5' wib and 7' deefi Pits Should be 3) Ground cover plants shall not be allowed to dry Out before of whit being planted. Wilted plants wall nettbe accepted. backfilled with send up to the level that the re~ will be set at, approximately 5' to 6' depending on the depth of the football. Palms Should not be planted more 4) At the time of planting ground cover plants the earth around each plant than 1 ft. below the orngind grods. This example is for Phainix Doctylifros shtti be formed sufficiently to force out ON oir pockets. approximately 4' x 4' x 5' balls. other varieties would be ehomteristicany smaller or layer depending on variety. E PWRO" Notes 4) Use a wsdwd concrete send for bockfill. which has variable sized groins. 1) Before any plants are planted. all planted Orem ore to have been groded This typo of send appears to be the best to meet the following criteria: in an acceptable manner to anwe positive droinoge. o) Support to hold the tree straight. good water retention, good drainage for 2) Planting areas shall be cultivated so that there are no hump] or hollows. for srwess water, low n silts. As good as this sand eppaors to be, if it is not ' degloved -in" correctly, it does not serve its purpose. The send must 3) Bax- trees will be selected/approved by either the Owner or the be wash" into the voids *round the roots to achieve o good Iter -face Landscape Architect. if v*W isrNek they create a barrier. slowing root regrowth and there- fore the estoblisMwsnt of the palm. Poo watering practices and/ or poo 4) AN 5 gallon trees or larger wall be stoked per dotal - this sheet. water management encourages anaerobic which is responsible for black -stinky management sound rootballs or the reverse, dry trees, the /f cause of decline in trans- 5) Landscape Contractor shop be responcibfe for stoetplfftq (by nursery) planted palms is water morioga ant. /2 is handling. of tree boxes and inswing they we neterned to the $WOO in good condition. Landscape Contractor the notify nuragAile for pick-up. 5) water (Initial) - Patna shall be poked in the pit and watered in as they are back- Read. watering shall be doe with a pipe sticker, 6' in length topped with a 90' elbow, 6) Contractor shall be respeweit' far nwbntoning ON plant material until and placed an the and of atleost o 3/4 inch hose with odequole volume, Ola laborer find inspection and app-, by L&vdmm a Architwt. shote wotk to sticker up and down, washing the trend down around the rooibdl as the I a 1 Not" is occo M*Wh" This backfill sand should be thoroughly saturated before 7) Landscape Contractor shell Sue" wilt ON the unit prow for trees. 9" on to the next palm. it is of utmost importance that this is done as the palm Shrubs. vines and espolim Iriwdind snow per strrwe fust at spacing is letting planted, not later in the day or the next day. indicated on pion 0104 rife+ total sereno te90eW- 8) All plant material sial be spotted by Cen"seta and 41PPMPVW on 6) Ater (supplewnentol) - Palms prefer lots of water in wall drained Si In most site by the Landscape Architect prior to the NOW9 Of Oft or in - platting lonth, this requires snlpplernental woterki in the way of o sepperate sloNation of irigpteon. Contractor to notify owner 24 herws in odvani emmatai lobster sp "u or by heel waterbi At tel Onset (tram planting to Opp- I prier to review. rexbnetdy 30 daps ~ irrigation syeiem takes over) the landscape contractor 9) Contractor she verify leoMisn of dM w"%m ani Snowless mind check ter weer psnOtretiien es weft as drainage throughout the root zone prior to any Ogg'n9 CW*"bo allslmae� ten ee Aewn- at kaost ease o waelk and monthly thereciffer for duration of warranty. These ages caused by failure to do SO. fwndings moat be entered in a keg with the dotes and initials of person rwsponsible. The simpid way to f*cilftae the woto manitoring is to install o 1" or larger 10) Plant list is for information any CeNNirsal MAIN bene iia 81e este lies perfort- schodwfa 40 pipe, the entire isrlgth wrapped with filter calf and capped install ON plant materials as shoal OR per. on the bottom and. this pips is to be paced adjacent to the palm before back- filling and must extend 1 ft. + or - SR below to bottom of the rootboll. A loose 11) Separate all shrub/ground cover roes Own lW Breen with eloper 2" IN 4" fitting cap shall be kept on the upper end of the pipe and o measuring tape can redo- I heodefboard or redwood bundOO wd 113 ewh - Iendnal* j be towered into the pipe to check "Ne wain► -*we. Monitoring should be done tlw Use two i galv, nab. 6- o.c. to IwRMIWIW! Nese bat prior to applying supplemental water. After +:tial "tering-in, as described n /3 with 1' x 2 x 12' redwood stakes speesd an canter mosso m. Wudest above, water the palms with a good Soaking (100-150 gallons/palnw) every 5 days. otherwise noted on plan. watering amounts and schedule ore estimates and ore subject to chemo by play Lopez Associates (RLA) representative after reviewing the fag and oberving in the 12) Plant shrubs a mininwn of 30" from - hodeeepe light fwlhw", field. 13) whenever possible plant *Owb centers O n bol um of 36" from stela Mw 7) Recommended elmendrnonts to the boakfit "Stem' - High in micrenutrionts. is monufoc- 'Boric curbs. walls, and buMlrtg& etc. union othariOe noted. If *Woos ode down dower then 36" Contractor shoo bring it to Hes attention of the LwidoWe toed by Patera. and H' developed by the Shoklee Corp, Then two are available from Win. D. Young d Sons; or from Western Form Service', and Shaklee "basic Architect / Owner prior to panting / irrigWWn for pessite olhool M. Corp., Hoy�d. Co. respectively. Appy at a rote of toz, of H" and 2 table - Spoons of "Stam' in a 5 gallon bucket of water. stir it up and dump it in whorl the 14) Install 'Deep Root' real control products per monufoctwa's MWWRwnWNdet- bac kfiMk4 is almost done. Then thoroughy water in. ion for all trees located closer than 10'-0" to hardscope serfMM smfh ":curbs, sidewalks. buildings, weft fences, concrete -OSSW esi etc. apply 411". a tree, and of 6 month interyapply 5-6 fba. a tree 8)~ After 4-6 weeks appals At no odditiona cost to owner. Wood -Ace Palm Special fertilizer Should be applied in a V bad around the base of each palm. This is available form W. D, Young or 15) All vines and espollers to be removed from stake or haft olid III! ed western Farm Service. with approved fastene to wellsrs 16) Provide aft shrubs which need support Oft 1/2' squaw redwood stake. 9) As o rule of thumb, ort " sltsddd N fart tied far approximately 45 da in wind re+ge appy r days. y Once installed, trim top of Siebe 4r 60M top of t1btA. Wee green Plastic weather they should be left and in hot dry weather they con Sarmtirrto be untied ties 6- on center. sooner. the primary indicator is ~ the polrne start pushing new growth, it should be ready. On Cororiensis any untie tine tight strings ( usually 2) leaving the loose 17) tWwwver pole, use plant materials acclimated to the Coachella Valley. string for approximately 1 manth longer. 10) After 14 days then monthly. spray the fronds (falkr drench) with the following mix- F. SWIM Lemlure. No compound should exceed its recommended rate, The following rates ore 1) Rocks and debris larger than ane inch in diameter which are brought to for a 100 gallon tank mix, the surface by cultivation shall be removwd from site. a) Kocide' 101 w.p. (3/4 Ib.) or Monzote"' - lqt./100 gallons. 2) Soo shill be left 2" below finish grode as the sod will bring the level b) 1st. R. Grace's Minor -Gro (1/2 cup). to the proper height. c) Hydrated ureo (5 Sups Or 2 1/2 Nle.) 3} Arles to be planted in lawn shote be fmialned smooth to present o next d Slicker - 6 oz. "Basic W". Spreader and uniform grode prior to installation of sod. •) 1 Ib. Banlote/100 gsAMs Of water. f) Option: Add a gtltwd Irteoelside to prevent insect larva nfestotion. 4) After preparotion of Sol, the area must be pre-irfigoted to wet it to o depth of four (4) inches. It shall be damp but not muddy and without ALL ItATIa ©f!• IABFl O6 depressians. ! 1p ALLL 5) Initial placement sod shall done the blest twelve (12) hours 11) witketa pier wrNten dWeiN blow BLA within 6' of the ft offer it is deliver-. It shah not be left in the hot sun eirur Is1t in volts t is a n trunks. are d o Ret apply hefbaeWn mim Ore* w a "sting more or staked overnight. then 5 mel. wailer we boat eewiNdnd wi pre -omen nt heiblelda er hand woad". 0 SEAL.— COUNTY 6) Prior to placing of sod, broadcast the fertilizer supppNrd by the grower at a rate recommended by him. 7) Sod shall be unrolled and placed carefully in a staggered pattern. A piece of 2 x 4 shall be used to tamp each roll against the odjocent Sir". 8) Sod shill be trimmed to conform to lown shapers designated in planting pion. 9) After sod is laid it shill be irrigated througWy to provide good moisture penetro0on. 10) All sod orem shall be roiled no later than fire (5) days Otter stoltotion. Said shall conform with finish ¢Dale, wristing sidawelk and contours. A second rolling win be necessary if the first does not ergot with these 3pecificotions, 11) AN sod stroll be handled and laid in e high standard woi kmOnship manner, AN ends, pints and cuts to be fit and tightly joined so that there are no voids one the find oppeorance is are of continuous town, L 1III6 o -sewed I~ 1) Mulch To be nNwulecbrred in such a matter that after make of seed "Weer. wlaka end additives in a special 1500 "Non slurry tank, the Wows end motarleft will become uniformly mixed to form o homogenous Slurry. and using to grown color to facilitate proper dnstnbutioi tel lfhwYy she be hydraulically sprayed onto the ground forming a blot- ter -like ground cava which otter application will allow the absorption and retention of moisture. Suppliers sip be prepared to certify that laboratory and field testing of their product hos been occon iehed i if f h' iMs Ovid and that t meets all specifications O this enetefid from supe for all application, shill refer only to ab' -dry weight of the fiber moter- ial. Absolute oir-dry weight is boxed on the normal standards of the Technical Association of the Pulp Industry far cellulose and is considered equivalent to 10% moisture. Each package of the cellulose fiber shah be marked by the manufacturer to show the air-dry weight content. 2) Fertilizer Fertilizer shall be 430 lbs. of Simplot fertilizer 6-20-20 and shoe be mined in the hydroseed slurry for each acre hydro-soeded. 3) Construction Methods Preparation of Areas a. The areas to be planted shall be watered with a roe spray each dey for three (3) days prior to planting to properly moisten the soil. b. At the surface. tint of planting, the turf oleos ore to be yoked lightly to an even rface, removing any deleterious materials. 4) Application of Materials Seed shed be brought. mixed, and guaranteed by the contractor and to be es %*a m O. Nydf� - d-rl 10 Ibe. per 98% purity 85% minimum s1* rannwl Rye 1000 sq. ft. Germination G>t;teser to March Hlydro-9tolo nized Bermuda " (unless otherwise noted on plan) 350 Bussels per acre. April to September b. wood fiber mulch at 1900 lbs. per acre. c. Vordyd-super ecology controls M-binbr or equal at the rote of 80 per acre ( 4:1 slopes or steeper). d. Water with mixture of 3.000 gallons per oere. e. Simplot fertilizer 6-20-20 / 430 Ii per acre. B) EgMOWAMt a. Hydraulic equipment used for the application of slurry shall hove O built-in agitation system with on operating capacity sufficient to agitate. suspend and homogeneously mix above slurry. Distribution Ines shote be large enough to prevent stoppage and to provide even distribution of the slurry over the ground. In order to facilicte proper coverage, the pump must be capable of exerting up to 150 psi at the nozzle. The slurry tanks shall hove o minimum ,lpocity of 15M gallons and Shan be mounted on a traveling unit which will place the slurry lank and spray nozzles within sufficient proximity to the areas to be seeded so as to provide uniform distribution without waste. b. The Mixture of stolons or seed and od/liivle are to be applied by Hydre-Mulch' mochine. The nozzle height shall be between six (6) fast and =7110) feet above ground level. Discharge pressure at the nozzle shall be 100 psi. c. Spraying shall be dont in a sweeping motion allowing the shrrry to fall evenly and eventually building up o fairly consistent mottiri K Pala A" MWadit Palk Con6dnwe 1) where holes are provided. fill bottom of pot or planter with o two (2) inch layer of drainage gravel and cover with fiberglass mot. 2) Soil for backfill containers shall be Block Mogic potting mix, or equal as specified under Planting Specifications . 3) Fin pots at on elevation of 2" below top of the pots rim. 4) observe details dealing with the proper drainage to thele containers. M. ALIORMIM = MAMlD1Alf1Z 1, Contractor shall submit on alternative bid for 90 day maintenance period. 2. Plant maintenance work shall consist of applying water (except initial watering of plants), weeding. caring for, odginq and mowing towns and performing the following find plant establishment work. A. The entire project to be maintain for a period of 90 calendar days commencing From the time all items of work hove been completed to the satisfaction of Landscope Architect / Owner. B. During the Real 90 calendar day period, all plants and planted areas shell be kept well watered and wood free of all times. C. Apply 'Gro -Power' at 25 lbs per 1.000 square feet approximately 45 days after planting and an the 90th day. D. Landscape Contractor shall be responsible for disease and pest con- trol during the mointanonce period. E. Landscape Contractor shall raise or lower irrigation heads to proper level and shell adjust heads as needed for full coverage. F. Gross is to be mowed before it exceeds 2" in height. Collect gross clippings during mowing operations and remove from the site. G. All plant material that shows any sign of failure to grow at any time during the file of the contract. including the maintenance period, or those plants m injured or damaged as to render them unsuitable for the purpose intended, shelf be replaced in kind within ten (10) days of written notification, of the expense of the Contractor. K BQUtmeS Size and quantity as shown an the drawings, surface to be fres of disfiguring marks. broken areas or stains. 1/3 buried in a natural state, unless otherwise noted an the pian. All material will be brought from (1) source for uniform appearance. Install per direction of Landscape Architect / Owner. 0 IRRIGATION 1 No overspray into street, use adjustable orc nozzles as needed. 2. No town rotors adjacent to street curb, setback from curb four feet or more. 3. Lown spray setback four (4) inches from curb and shrub Spray setback six (6) inches from curb. 4 Use as much drip irrigation as possible on shrubs and tree!. 5. Use multi-progrom controller, one program for each major plant group. 6. All town head coverage head -to -hood spacing, 7 Landscape Contractor to suppl Owner with Irrigation 'es-buNt's' on mylor repraduceobles accept 1, to Owner and Landscape Architect. L Wabor g 1) Lawns (Hydro -seeded) Watering to commence immediately after completion of job and to continue at o rote necessary to keep mulch moist without drying out or pudding. Normally irrigotion once AM HOUR for o short duration and continuing this procedure each and every day light hour, seven (7) days a weak will be sufficent. this continual moist condition to prsvel each and every day un- til seeds hove germinated. After the rooting stage is completed. irrigation should still continue on the basis of at least once or twice a day until turf is well established. 2) Container Materiel (Plants) a. Immediately otter planting, apply water to each tree, shrub and vine by moons of a hose. Apply water in a moderate stream in the planting hole until the materiel about the roots is completely saturated from the bottom of the hole to the top of the ground. b. Apply water in sufficient quantities, and ere often as seo**Ml conditions require to keep the ground wet at all tines, well We the root system of gross and plant". Do not cause erosion damage in watering slopes. c. Contractor shah weter all new alk existing pant material by means of o hose, or by manually turning on the valves, or by setting the timer until acceptance by the Owner or by the and of mantervance period. Contractor shall water in sufficienl quantities. and as often as seasonal conditions require to keep the ground wet at oil times, well below the root system of gross and or panting at no extra cost to the Owner, Do not cause erosion damage in wet" slopes. A pmume" of fte}et 1) The Landscape Contractor shote carefully and continuously protect and maintain oil including areas included in the contract. cludng krwn Orem. plant materials. etc.. until Pmol acceptance of the work by Owner. 2) The maintenance Woman on the job shall be a Competent Supervisor. experienced in landscope maintenance and capable of discussing matters on the job site. 3) Workman shall present o neat appearance at all tines and shall conduct ON work operations and dealings with the public in a courteous manner. Workmen shall be fully clothed of ON times. K IOW -MM - 2 (fNle) PtMrMkay ! Find Preliminary inspection shall be called by the Landscape Contractor at the end of the planting operations and the final inspection of the and of the 90 day moin4enanae period for the purpose of determining compliance with the plans and specifications intent, workmanship and clean-up. Landscape Contractor ~ oconee written verification of rose tion dot". Any offrrectians required to inspected area must be competed before occeptonae of corrective work by Owner and or Landscape Architect con occur. L QUARANIEE! I. The Landscape Contractor shill guarantee of plait material (*NOW for box trees) for o period of 90 days after find i I opeetiw and scosptewa by the Landscape Architect R or Owner. Box trees shell be guaranteed for (1) one year. 2. The Landscape Contractor shaft within ten (10) days of written notification by Landscape Architect. remove and replace all guaranteed pant material which for any reason falls to meet the requirements of the guarantee. Re- placement ~ be made with plant materials originally specified and shall moot original guarontees. 3. Union oiharwin specified heron. the Contractor, upon completion of the entire work doomed in the Contract, shah provide the Client with a written suww*ft for O period of one (1) yair from the dote Of tamp and tet durk4 Bald ane yea period. on dateotive workmorrsfntp orad or wo*Wiete shill be rspaMad abler replaced in plep, including any work or other which hes own "*nod by such detective workmanship and/or materials, end by the repair and/or replaoenent of some, at no additional cost to the Client. SEAL: COUNTY OF RIVERSIDE ESSI 9 j�. OT oFqe 1RMSPTA7101�I DEPPRIblOT ti� I- S APR VED BY. C43 _� T Z r7 X Z r-+ G . No. 33450 s Jgk;f, / `�� ,9 i 1, EXP 6-30-02 ' � A CIVI%- L. 7 F OF CA�'I�C REViSIONS R nLAUPNf-1 V I-1 DATE BENCHMARK: LANDSCAPE ARCHITECTURE do PLANNING POST OFFICE BOX 12885 PALM DESERT, CALIFORNIA 92255 Phone: 760/772-3123 C.L.N. 3474 FAX: 760/772-0243 It PREPARED BY: R.C.E. NO. SCALE. DATE: I H: RATE OF 1 TABLESPOON PER ONE GALLON OF WATER. -TREE'PLANING0-92!T - NO SCALE N 0 T E: UNTANGLE MATTED ROOTS 6Y LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOTBALL. PROVIDE 3 INCH BERM BURY 'Best -Pak' 6" TO 6" DEEP. USE ( I ) ONE YEAR PACKET, FOUR PANS FOR 1 ilk 5 CALLON SIZE. EIGHT PAKS FOR 15 GALLON SIZE. TAMP BACKFILL MIX FIRMLY. COMPACT TO AVOID SETTLING APPLY B-1 ROOT STIMULATOR AT THE RATE OF I TABLESPOON PER ONE GALLON OF WATER, 1 or 5 GALLON SHRUB (typ.) MULCH - teiEN REQ. t - CINLI :S ATTACH 2 INCHES IN" r 1`I4119H1ED GRADE — WITH GALV•,,-_EO MALS (- _Lk r ROOT BALL _ _ ��= — — --- IIII EXISTING SUBGItAOE PI T SHALL BE 3 TIMES THE D1AMEVER OF THE ROOT BALL. 2 - PRESSURE TREATED LODGEPOLES. 2 1/2" dW"Wiwr, Ir 'EET TALL MNsuW. W . — �:SS TE - T" x 3". •tither to Isdae0 I wit4 4 4alIaod owns. Ffeee triple thick burlap 15 j do: belwe(cross-tie & tree trunk. Anchor with 6 9dv. staple- (rein. 9/Ie" - 141fxn). C iia ZZ kv - TTOP' 3 INCH BERM UMCH 2-1/2 IwdfES T04M I'IF REO. . .-Z :neeS1ED GRADE _I .1 t TAMP BACKFILL MIX FIRMLY. — — BACK:LL (MARK) COMPACT TO AVOID SETTLING IIII =IIII I= I NOT BALL - TO REST ON 90i OF PIT I I= = I EXISTING NG 9UBGRAO 12 INCH MN. IIII INTO UNDISTURBED SOIL. C�' THE PpI/Ty BURY FOUR 'Best -Pak' PER CALIPER INCH 113ETfIM^ NALL PRE -SI I. T PRIQ`vTO PLANNING AM OF TREE TRUNK DIAMETER AT FEEDING ZONE / DRIP LINE 6 to 6 INCHES DEEP. DEEP t•r30T ,JMetoL BANIIE1t SnkL K USE ( 1 ) ONE YEAR PACKET. DISTAla:O 6 ANY TREE OR PALM PLANTED MT" N Y OF ANY IDEwA X, CLOX WALL, APPLY 8-1 ROOT STIMULATOR AT THE , ODL, ' A. LAKE, POND, @ULOOL ETC, RATE OF 1 TABLESPOON PER ONE GALLON OF WATER. -TREE'PLANING0-92!T - NO SCALE N 0 T E: UNTANGLE MATTED ROOTS 6Y LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOTBALL. PROVIDE 3 INCH BERM BURY 'Best -Pak' 6" TO 6" DEEP. USE ( I ) ONE YEAR PACKET, FOUR PANS FOR 1 ilk 5 CALLON SIZE. EIGHT PAKS FOR 15 GALLON SIZE. TAMP BACKFILL MIX FIRMLY. COMPACT TO AVOID SETTLING APPLY B-1 ROOT STIMULATOR AT THE RATE OF I TABLESPOON PER ONE GALLON OF WATER, SEC11ON - SHRUB PLANTING NOTE: ALLOW TREE TO SWAY 4 TO 6 R4CMES AT POINT OF CONTACT (to"), NO SCALE DEEP WATERING EMITTERS No, of emitters vories refer to irrigotion pion (typ.). PLANT PIT TREE TRUNK 4 - CINCH TIES LODGEPOLE(typ.) REFER TO TREE STAKING DETAIL THIS SHEET FOR TYPE. QTY., ETC. BACKFILL PLAN - TREE PLANTING NO SCALE DATE: 2ND REV. OCT. 7, r96 TRACT NO. W241 COUNTY OF RIVERSIDE SCH EDU LE . A eft MS 3583 38TH AVENUE LANDSCAPE SPECIFICATIONS A DETAILS FOR W. 0, F OE N0. CUNTY 9/ Ztee, V: DEL WEBf� CORPORATION SHEET N0. 3 OFy SHTS. 1 or 5 GALLON SHRUB (typ.) MULCH - teiEN REQ. 11 2 INCHES IN" r 1`I4119H1ED GRADE — BACKFILL (NATIVE) _Lk r ROOT BALL _ _ ��= — — --- IIII EXISTING SUBGItAOE PI T SHALL BE 3 TIMES THE D1AMEVER OF THE ROOT BALL. PRESOAK PIT PRIOR TO PLANTING. SEC11ON - SHRUB PLANTING NOTE: ALLOW TREE TO SWAY 4 TO 6 R4CMES AT POINT OF CONTACT (to"), NO SCALE DEEP WATERING EMITTERS No, of emitters vories refer to irrigotion pion (typ.). PLANT PIT TREE TRUNK 4 - CINCH TIES LODGEPOLE(typ.) REFER TO TREE STAKING DETAIL THIS SHEET FOR TYPE. QTY., ETC. BACKFILL PLAN - TREE PLANTING NO SCALE DATE: 2ND REV. OCT. 7, r96 TRACT NO. W241 COUNTY OF RIVERSIDE SCH EDU LE . A eft MS 3583 38TH AVENUE LANDSCAPE SPECIFICATIONS A DETAILS FOR W. 0, F OE N0. CUNTY 9/ Ztee, V: DEL WEBf� CORPORATION SHEET N0. 3 OFy SHTS. ' - -- - - --- -- 2 4.13 i( 1 sleeve will reagin vacant) 1 S �1 i v1 33 � F-- � 34 35 OI �1 01 38th AVENUE F-1 '21 I -- -- -- - -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- -- 1 , r r 1 Install 4 - 3" Schedule 40 Sleeves Sew -cut asphalt to install sleeves. Patch asphalt after installation per Rlverside County standards. 3 2.70 1S 36 O o -- -- V) " O LLQ ,- O z O < Y U 1 /1 DIG ALERT CALL BEFORE YOU DIG txMoBVISROUND stRwM ALERT 3030 SA TURN STREET. S-200 BREA, CA. 92621 1 (800) 422-4133 CONTAINED WITHIN THESE PLANS SHALL OT COMMENCE UNTIL AN ENCROACHMENT ERMI T AND /OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGNVEER SIGNING THESE PLANS IS RESPONSIBLE_ FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DE- SIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL 8E RESPONSIBLE FOR DETERMINING AN ACCEPT - T ABLE SOLUTION AND R'ENSING THE PLANS FOR APPROVAL BY THE COUNTY. _ Install 4 - 3' Schedule 40 Sleeves - - - t- 38 39 MARK I BY I DATE ENGHWER 38th AVENUE NOTE: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND- SCAPE ARCHITECT OR HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES KFORE BEGINNING OR FABRICATING ANY WORK. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL DATA. QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR AC- CURATE BIDDING USE. SEAL- TY Fes" ar, ESSIOM T � � is Y Z rte" a No.33950 20 'P EXP 6-30-02 �-Ir_ CIV►` F 40 00 la 1� I I� 1co 41 1� Ip 1 LA - 10 1 f- 1� 1 -j (f} I cl� -- -----#------. O c) 1 1 J U) 1 OHO I I- r U - r z In 20' IV O 20' 60 Q W GRAPHIC SCALL ,-_ 20' DAIS 2ND REV. OCT. 7. '98 DAIS: JW REV. NOV. 24. '96 - WML SIZE WALL AW71ON =MTV OF �1 g �f -�f� Tot 'E`aWM`E`NDED DATE SEAL: L U PREPARED BY: LANDSCAPE ARCHITECTURE do PLANNING POST OFFICE BOX JJW PALM DESERT, CATIA 92255 Phorw. 769/772- 3123 C.L.N. 3474 FAX: 760-0243 PREPARED BY: R.C.E. NO. DATE: BENCHMARK: Install 4 - 3" Schedule 40 Sleeves 1 IRRIGATION LEGEND 1 ASYMBOL DESCRIPTION MANUFACTURER AND MODEL NUMBER -� GI POINT OF CONNECTION - Existing 3/4' meter, static pressure O 60 PSI. Verify actual location of meter with C.V.W.D. before any installation. Verify meter pressure prior to the commencement of work. ❑ BACKFLOW PROTECTO N - EXISTING MAINLINE PIPING - 1 1/4" Schedule 40 PWC using deep socket design Sch. 40 fMtinys LATERAL PIPE - 1/2" Class 315 PVC Using deep socket design Sch. 40 ft 40 LATERAL PIPE - Close 200 PVC using deep socket design Sch. 40 filling. 0 * ELECTRIC CONTROLLER - Roinbird ESP - C - 8, wall mounted. Verify location of proposed controller and power source with Owner's Representative prior to ikstalatbn- ELECTRIC DRIP VALVE ASSEMBLY VALVE - Roinbird PES Series in TAN COLORED Jumbo Valve Bon. GATE VALVE - Nibco line size bronze. DRIP FILTER - 1' Wilkins /YSBR 100 with 150 mesh. PRESSURE REGVLATER - Wilkins /90 or approved equal. MOISTURE SENSOR DEVICE - Rainbird Aquomisor Moisture Sensor. ANTI - DRAIN HIGH FLOW CHECK VALVE - Vafcon ADS - xS /5001 Install along street curb / sidewalk only. O ELECTRIC VALVE - Roinbird PEB Series in TAN COLORED Valve Box. QUICK COUPLER - Rainbird 44RC / with 1-44K valve key $ I -SH -1" female pipe throod ►� GATE VALVE - Nibco line size bronze in Volvo Box. PSI (PH OTY p DRI' EMITTER - Roinbird XBT-10 30 100 gallon per hour. 189 0 DRIP EMITTER - Roinbird XBT-20 30 2.00 gallon per hour, 173 10 FLOOD BUBBLER - Roinbird 1402 30 0.50 gallon per minute 12 VALVE IDENTIFICATION KEY Controller Letter A[ Station Number Volvo Size Type covoroge - Lown, Shrub Bubbler, Tree Bubbler, Bubbler GPM Through Volvo SLEEVING - Install 3" Sch. 40 PVC as indicated on plans. NN 0 Tat BUBBLERS SHALL BE INSTALLED 3' ABOVE FINISH GRADE. * CONNECT PROPOSED VALVES TO EXISTING CONTROLLER ANY BUBBLER LEFT AT AN UNACCEPTABLE HEIGHT SHALL IF STATIQNS ARE AVAILABLE. FIELD VERIFY. BE REINSTALLED AT NO COST TO THE OWNER, VERIFY ACTUAL QUANTITIES AND FINAL LOCATION OF REMOVE EXISTING IRRIGATION (bubblers. valves, boxes• PLANT MATERIAL WITH THE OWNER'S REPRESENTATIVE laterals, rnekdlne, etc,) AND DISPOSE OF PROPERLY OFF BEFORE ANY INSTALLATION OF THE IRRIGATION SYSTEM. SITE. IRRIGATION TO PALMS SHALL REMAIN. INSTALL ALL BUBBLERS ON UP -HILL SIDE OF PLANT PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL GUARANTEE MATERIAL. PROPER WORKABILITY OF THE IRRIGATION• ESTIMATED WA70 ULE FOR DEL MW PALM DESERT - 38th AVENUE FRONTAGE TOTAL LANDSCAPE SQ_ FT. - 10.720 SO. FT. ( 100'% ) PLANT FACTOR: THEE / SHRUB / GC - 0.56 ETO ( ZONE 3 ) FOR: SPRING 19.0 COMBINED TURFSAVER FOR SPRING - 0.62 SUMMER 54.0 SUMMER - 0.54 FALL / WINTER 15.3 FALL / WINTER - 0.59 TREE / SHRUB / GC: 19.0 x .58 x 10,720 x 0,62 / 748 - 130 C.C.F. SPRING t 1 z I 1 v 1 � - 371 C.C.F. .75 1 1 x .58 x 10.720 1 748 I .13 1 1 1 6% C.C.F. 1 88.0 x 0.80 x I I 0.62 / 748 1 IRRIGATION LEGEND 1 ASYMBOL DESCRIPTION MANUFACTURER AND MODEL NUMBER -� GI POINT OF CONNECTION - Existing 3/4' meter, static pressure O 60 PSI. Verify actual location of meter with C.V.W.D. before any installation. Verify meter pressure prior to the commencement of work. ❑ BACKFLOW PROTECTO N - EXISTING MAINLINE PIPING - 1 1/4" Schedule 40 PWC using deep socket design Sch. 40 fMtinys LATERAL PIPE - 1/2" Class 315 PVC Using deep socket design Sch. 40 ft 40 LATERAL PIPE - Close 200 PVC using deep socket design Sch. 40 filling. 0 * ELECTRIC CONTROLLER - Roinbird ESP - C - 8, wall mounted. Verify location of proposed controller and power source with Owner's Representative prior to ikstalatbn- ELECTRIC DRIP VALVE ASSEMBLY VALVE - Roinbird PES Series in TAN COLORED Jumbo Valve Bon. GATE VALVE - Nibco line size bronze. DRIP FILTER - 1' Wilkins /YSBR 100 with 150 mesh. PRESSURE REGVLATER - Wilkins /90 or approved equal. MOISTURE SENSOR DEVICE - Rainbird Aquomisor Moisture Sensor. ANTI - DRAIN HIGH FLOW CHECK VALVE - Vafcon ADS - xS /5001 Install along street curb / sidewalk only. O ELECTRIC VALVE - Roinbird PEB Series in TAN COLORED Valve Box. QUICK COUPLER - Rainbird 44RC / with 1-44K valve key $ I -SH -1" female pipe throod ►� GATE VALVE - Nibco line size bronze in Volvo Box. PSI (PH OTY p DRI' EMITTER - Roinbird XBT-10 30 100 gallon per hour. 189 0 DRIP EMITTER - Roinbird XBT-20 30 2.00 gallon per hour, 173 10 FLOOD BUBBLER - Roinbird 1402 30 0.50 gallon per minute 12 VALVE IDENTIFICATION KEY Controller Letter A[ Station Number Volvo Size Type covoroge - Lown, Shrub Bubbler, Tree Bubbler, Bubbler GPM Through Volvo SLEEVING - Install 3" Sch. 40 PVC as indicated on plans. NN 0 Tat BUBBLERS SHALL BE INSTALLED 3' ABOVE FINISH GRADE. * CONNECT PROPOSED VALVES TO EXISTING CONTROLLER ANY BUBBLER LEFT AT AN UNACCEPTABLE HEIGHT SHALL IF STATIQNS ARE AVAILABLE. FIELD VERIFY. BE REINSTALLED AT NO COST TO THE OWNER, VERIFY ACTUAL QUANTITIES AND FINAL LOCATION OF REMOVE EXISTING IRRIGATION (bubblers. valves, boxes• PLANT MATERIAL WITH THE OWNER'S REPRESENTATIVE laterals, rnekdlne, etc,) AND DISPOSE OF PROPERLY OFF BEFORE ANY INSTALLATION OF THE IRRIGATION SYSTEM. SITE. IRRIGATION TO PALMS SHALL REMAIN. INSTALL ALL BUBBLERS ON UP -HILL SIDE OF PLANT PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL GUARANTEE MATERIAL. PROPER WORKABILITY OF THE IRRIGATION• ESTIMATED WA70 ULE FOR DEL MW PALM DESERT - 38th AVENUE FRONTAGE TOTAL LANDSCAPE SQ_ FT. - 10.720 SO. FT. ( 100'% ) PLANT FACTOR: THEE / SHRUB / GC - 0.56 ETO ( ZONE 3 ) FOR: SPRING 19.0 COMBINED TURFSAVER FOR SPRING - 0.62 SUMMER 54.0 SUMMER - 0.54 FALL / WINTER 15.3 FALL / WINTER - 0.59 TREE / SHRUB / GC: 19.0 x .58 x 10,720 x 0,62 / 748 - 130 C.C.F. SPRING .75 SUMMER: 54.0 x .58110,720 x 0.62 / 748 - 371 C.C.F. .75 FALL / WINTER: 15.3 x .58 x 10.720 x 0.62 / 748 - 105 C.C.F. .13 TOTAL 6% C.C.F. MAXIMUM WATER ALLOWANCE - 88.0 x 0.80 x 10.720 x 0.62 / 748 625 C.C.F. TRACT NO. SM45 COUNTY OF RIVERSIDE SCHEDULE A 00 MS 3563 IRRIGATION 367H AVENUE IRRIGATION PUN SCALE:FOR W 0, COUNTY H: W: DEL WEBB CORPORATION FILE N0. �I 2 SHEET NO. 4 OF V SH TS. ELECTRICAL JUNCTION BOX size os required I RAINBIRD CONTROLLER - WALL MOUNTED CONTRACTOR TO PROVIDE LAMINATED COLOR CODED MAP LOCATED dE SECURED INSIDE (e.g. Sto. 1 - Tree Drip, Sto. 2 - Turf Curb) I CONDUIT - PVC 1 90 Degree PVC Sweeps 120 VOLT INPUT 24 VOLT OUTPUT FINISH GRADE NOTES: 1. Common wire to be white and -control wire to be block unless otherwise noted. 2. No splices shall be mode between controller and remote control valves unless otherwise noted. 3. All exposed wire to be instolled in conduit. 4. Control wire to be minimum AVMG #14, one control wire to each controller, controller to be grounded as per manufacturers specifications. 5. 120 volt power to be provided by others, all shall be according to local code. i. Contractor will connect cotroller to power source and �J supply labor, equipment & material needed for said connection. Owner to supply power. Contractor to field verify location of power source prier to submitting Bid. Install per local code. ' CONTROLLER SLIP BASE SOCKET OVER ENO MMES. IJOTE: -t?I,> MIRE SIZIES No. 14, N 12 and Na. 10. STRF WRES APPROMMIATELY 5/I" FROM END, TMST ENDS TOGETHER, STEP 1 APPLY SEALER TO OUTSIDE OF SEALING PLUG. FILL CAVITY M•T'N SEALER. PUT CRIMP rVEO*V MKIE ENDS. CRAMP SLEEVE AND CUT OFT EXCESS MIRE. STEP 2 PULL BASE SOCKET OVER MIRE ENO AS FAR AS POSSIBLE, MEMO PUSH SEALING PLUG INTO BASE SOCKET. STEP 3 �COMPLUrTE OF BASE SOCKET TO ALING OF CONNECTION. RAINBIRD PEN-TITE MARE CONNECTOR. STEP 4 TYPICAL WIRE CONNECTION DETAIL EMITTER N 4" MAX. 'kX-Y FLEX RISER (LENGTH AS REOUIRED - 12" MIN. MAINTAIN 3 INCHES AB VE FINISH GRADE - PV TEE SCH. 40 t- LINE SIZE EMITTER / BUBBLER DETAIL DIG ALERT CALL BEFORE YOU DIG UN DERG1TOUM SE'RYKIE ALERT 3DM SAVJRN SI REFI S-200 SWA. CA. 92621 1 (800) 422-4133 WORK CONTAINED iM THIN THESE PLANS SHALL MOT COIW44ENCE UNTIL AN ENCROACHUENT PERANT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING R4ESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DE- SIGN HEREON, IN THE EVENT OF DISCREPANCIES AOWSING AFTER COUNTY APPROVAL OR DURING C VS TRUC TION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPT- ABLE SOLUTION AND REVISrNG THE PLANS FOR MARK BY DATE APPROVAL BY THE COUNTY. ra.�r.erg REVISIONS FINISH GRADE LATERAL LINE -INE SIZE FIMNGRADE M PLANTERS 1/2" AIR•. BELOW LID PLASTIC VALVE BOX BRAND LID `L. V.' BOX COLOR: Green in Turf / Ton in Planters FINISH GRADE ELECTRIC VALVE LINE SIZE BRASS GATT_ VALVE LINE SIZE 90d ELL -PVC SCHEDULE 40 SCHEDULE 80 PVC NIPPLE SCHEDULE 130 PVC NIPPLE 3/4 INCH GRAVEL SUMP 2 CUBIC FEET MAIN SUPPLY LINE MAIN LINE FITTING ASSEMBLY BtI811111UR VALVE ow 3CAUE BRAND LID 'FLUSH CAP' BOX COLOR: Green in Turf / Ton in Plonters FINISH GRADE IN PLANTERS 1" MIN. BELOW LID 0 U VALVE BOX SEE SPECS. Uj SELF FLUSHING VALVE No P.V.C. LATERAL LINE LINE SIZE BRICK SUPPORTS (THREE) moo® o b c b �OAZe o O �b 3/4" PEA GRAVEL SUMP o b o 4 0 b 2 CUBIC FEET b b a b"� b'"' b b COMPRESSION RING (PROVIDED) b o END SELF—FLUSI~iiNG VALVE Gno scale by others NMRIIC 24 VOLT � - — _ 2'-O. t'-0' 2"0" — 2'-0- HEM =M 1, =ill II =III II II ALT. kWN SUPPLY LINES TO BE ALL 120 VOLT WIRING IN INSTALLED IN ACCORDANCE MIN CONDUIT TO BE INSTALLED HMNUFACIUIIER'S INSTALLATION IN ACCORDANCE MATH LOCAL SPECIFICATIONS. CODES. MAIN SUPPLY, LATERAL AND WRING LATERAL SII 1= MAIN LINE 111= WIRING OR TUBING TAPE 6 BUNDLE AT SEAL- Y fZ Yom ` U-1 No. ?20950 si * Exp 6- c-02ILP C I V O- TIE A LOW 20 OWN LOOP N ALL 10 FT. INTERVALS. ■HANG AT CIOs= IIF DOWC1111I CALL BE1F011E YOU DIG AuRr _i CA amI WO) 40-4033 GREATER HMN )M 100ES. %NTE All L4XrS AFM* ALL f:GNMEiCT10M ++AVE BM WAW_ TYPICAL TRENCHING DETAIL no scale File name: TRENCH SEAL: SCHEDULE 80 PVC NIPPLE FLUSH VALVE - install sideways TO EMITTERS no_j" tiRIIDE IN PLANTERS 1/2 MIN. BELOW UO PRESSURE REGULATOR - LINE SIZE CON TROL WIRE f e � o GALVANIZED OR BRASS UNION 0 0 0 0 q O q O O o e 0 0 0 o a o 0 N 0 T E: Refer to Goff CoLwse Irrigation Plans for location of Max; Controller location. A'� DRIP VALVE ASSEMBLY ) FINISH GRADE/TOP OF MULCH ) OUICK-COUPLING VALVE ) VALVE BOX WITH COVER: BRAND LID 'O -C.' 6 -INCH SIZE - BOX COLOR, GREEN IN TURF, ) TAN IN PLANTERS. PVC SCH 9(1 NIPPLE (LENGTH AS REQUIRED) 3-I14CH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL )BRICK (1 OF 2) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL 2" x 2" REDWOOD STAKE w/ STAINLESS STEEL GEAR CLAMPS OR EOLRVALENT SUPPORT SYSTEM NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. SUPPLY OIINERS WITH ONE CORRESPONDING VALVE KEY MALE ( 2 TOTAL). QUICK - COUPLING VALVE no scale File Name: OC-33ORC (2) GALVIt11117E0 OR SCHEDULE 80 PMC NIPPLE BRWISS UNIDN MIN. 2" LONG PVC PIPE TO EMITTERS/ SPRINKLERS/BuselumS FUSH GRADE IN PLANTERS 1/2- MN. BELOW UD . Q a. o o • ST FEMALE ADAPTER g o b o • � o o . GATE VALVE PREPARED BY: LANDSCAPE ARCHITECTURE alt PLANNING POST OFFICE BOX 12885 PALM DESERT, CALIFORNIA 92255 Phono: 760/772-3123 C.L.N. 3474 FAX: 760/172-0243 PREPARED BY: R.C.E. NO. DATE: CARSON PLASTIC ROUND BOIL 10" BASK BRAND LID 'G. V.' BOK COLOR: Greer) in Turf / Ton in Planters. FO413H ORAK AT TURF BRASS GATE VALVE LINE SIZE 90d ELL -PVC SCHEDULE 40 SCHEDULE 80 PVC NIPPLE SCHEDULE 80 PVC NIPPLE 3/4 INCH GRAVEL SUMP 2 CUBIC FEET MAN SUPPLY LITE MAIN UNE FITTING no scale File nomeC: /GT -VALVE EMITTER / BUBBLER 4" MIN 2 - 1/2 INCH MARLEX STREET ELLS CARSON BOX - 1730 SUPER JUMBO XL PLAST E.LVIE 'X ' BRAND LID '`A, 1° VALVE' BOX COLOP-. Green in Tu.- / TiCr• 1--t P -.rte+ .rs. FINISH GRAL)E REMOTE CONTROL VALVE LINE SIZE BRASS GATE VALVE LINE SIZE 90d ELL -PVC SCHEDULE 4C SCHEDULE 80 PVC NIPPLE SCHEDULE 80 PVC NIPPLE 3/4 INCH GRAVEL SUMP 4 CUBIC FEET MAIN SUPPLY LINE MAIN LINE FITTING no scale a FINISH GRADE 12 INCH SCHEDULE 80 PVC RISER MAINTAIN 4 INCHES ABOVE FINISH GRADE PVC TEE SCH. 40 J I PVC LINELATERAL LINE LINE SIZE EMITTER / BUBBLER DETAIL no SLOIe TREE 4 WHITE CAI — Drill 2 - 14/16" d'o, holes in cap. NOS 4" CAP 4006 ASS / ASTM 02751 y- min. OP typical BUBBLER OR EMITTER FINISH GRADE (In planter beds). E 4" BERM 4" BERM (In planter beds). n 1/2 INCH W4ED. 80 NIPPLE length as reoquired - 10 inch min. - 0 O 4" 04A. PERFORATED DRAIN PIPE w e O I O O D- 2729 / 30• LONG. WRAP WITH FILTER O O VIIIA' CLOTH. ATTACH NTH DUCT TAPE ALONG ENTIRE SEEM. o - o P.V.C. LATERAL UNE " 1/2 INCH ELL SCHED. 40 t" oil 1 — o ti NATIVE SOIL / SUB-GRADE--I�IIII a11IIIII 8M O - O o 3/4" DIA. WASHED GRAVEL IN alt AROUNDo "' " 0 v PERFORATED - 12 inch diameter _ o o IIIIIIII� 4•0 ° O b' ..r O IIIIIII o VIII �IIIIIN �IIIIIII IIIIIII� a 4" 4" moll rr"*\.DEEP WATERING EMITTER DETAIL TWO DEEP WATERING EMITTERS FOR EACH TREE, no DAIS: 2ND REV. OCT. 7, '98 BENCHMARK: TRACT NO. 1-624 5 COUNTY OF RIVERSIDE SCHEDULE " A " MS 3563 387H AVENUE IRRIGATION DETAILS SCALE: FOR W.O.COUNTY H: V: DEL WEBB CORPORATION FILE NO. SHEET NO. 5 OF SH TS. UNDERGROUND IRRIGATliON SYSTEM STEM 411 .1 ••` 00110111011111 Nei Drawing rind general provisions of Contract, including General and Supplementary Condition: > and Specifications !sections, apply to work of this section. A. 7 0MW71ON OF ( Furnish 0' ..c>oc. material. equipment, tools, permits. transportation and perform '+per atie a for the complete installation of the irrigation system as shown on 'ruwiny, jid Voreir± specified, 100% coverage of all trees and shrubs. `. -pion :, of drawings: the irrigotion design is diagrammatic. All irrigation Ap ion. swown within paved areas is for design clarification only and shall be too .4 in -anted areas. Due to scale of drawings, it is not possible to indicate offsets, 'Mings, sleeves. etc., which may be required. Carefully investigate a structirr,.I and finished conditions affecting all of this work and plan this work �cord'ingly. "urishing such fittings, etc., as may be required to meet such conditions. its work thall be installed in such a manner as to avoid conflicts between irrigation s-Asms. ,,lonting and ether features. Exomir r all Drowings and Specifications pertinent to the proper completion of he work. Coordinate installation of the irrigation material, including pipe and wiring, .,o there shall be no interference with other utilities or otter construction trades or problems in planting treses, shrubs, groundcovers and lawn. G CAME REAULAlii M PEMIM AND FEES 1. Obtain land pay for all permits and pay for all inspections, connections and 7ther fees. 2. AN work and materials shall be in full accordance with the latest rules and regulations of the National Electric Code: the Uniform Plumbing Code, published by '.he Western Plumbing Officials Association; and other applicable State or local Iowa or regulations, Nothing in these Drawings of Specifications is to be construed to permit work not conforming to these codes. a, 41hen the Specifications call for materials or construction of a better quality or lrarger size then required by the above mentioned rules and regulations, the pro -cion of the Specifications shall take precedence over the requirements of >'le said rules and regulations. The Contractor sholl furnish without any extra cho 4 a any odditiond material and labor when required by the compliance witse these rules and regulations, though the work may not be mentioned in these porUculor Specifications or shown on the Drawings. 0, i9T TO THE 917E 1. The -47-ntractorshat visit the construction site and shall take all measurements and ob°Tn any other information as may be necessary for a complete and conclusive bid. E. ,AYWT Ori tiil0lllt 1. The Contractor shell stoke out the irrigation system as shown on the Drawings. These areas shall be checked by the Contractor and the Owner's Authorized Representative before construction is started. Any changes, deletions or additions shell be determined at this check. No we&* or paved areas shall be sprinkled. The drawings ore schematic only unless specifically dimensioned. Check all drawings to make sure that this work to conforms to off condbthions shown hereon. Exact locations shop be determined on the job to suit the actual conditions; verify with Owner's Authorized Representative any variations. Locations as determined are the Contractor's responsibility and and changes required because of such actions shill be by the Contractor at no extra cost to the Owner. - 2. Contractor shall connect irrigation system to water supply points of connection as indicated on drawings. 3. Contractor shall connect controllers to electric supply at locations as indicated on drawings, 4. Contractor shelf be responsible for minor changes caused by site conditions. F. 9lJ191S111U110NS 1. Equipment called for in this design are called out by manufacturer and model number. This equipment is intended to be descriptive to indicate the quality and characteristics of the product that will operate satisfactorily. a. Submittals offering 'equal' products will be considered for approval if such products are determined by the Landscape Architect to be equal in dl respects to the brand name products. b. written approval from the Owner shell be required for any equipment or material substitution. c. The Contractor sholl be responsible for the performance of substituted equipment and rnaterial. d. If substituted equipment or material proves unsatisfactory in the opinion of the Owners Representative, the Contractor shall remove and replace the substituted equipment or motorial with original specified equipment or material at not additionaf cost to the Owner. L MI 1. The Cowlireetor, personally or through on authorized and competent representative, shall supervilm the warts constantly, and shell as for as possible keep the some foremen, workmen or swillicontrectors on the job from commencement to completion. The workmanship of the entire job must in every way be first class, and only experienced and competent workmen will be allowed an the job. H. MAMMALS All materials in the system shell be new. AN material and equipment and equipment shall arrive at the site location in manufacturer's original shipping container. 1. PRESSURE PiPE. comply with the following: o. PWC (2-1/2 inch and smaller to be solvent welded): Type 1, Grade 1, Schedule 40 (unless otherwise noted an plain), IPS, and ACT D 1785. Pipe shell be continuously marked with: Manufacturer's name, nominal size. PVC type, pressure rating, NSF seal and date of extrusion. b. Seamless capper water tube, ACT B 88. Type 'K', drawn temper. c. Brass screwed pipe shall be red bran conforming to Federal Specification / WW -P-351. 2. NON -PRESSURE PIPE (downstream from circuit valves) comply with the following: a. Rigid PVC: Type 1, Grade 1, Class 200, ASTM D 1784. Pipe shall be continuously marked with: Manufacturers name, nominal pipe size, PVC type. SDR. NSF sad and dote of extrusion. or use (refer to irrigation plan) Rigid PVC: Type 1, Grade 1, Schedule 40, iPS and ACT D 1785. Pipe shill be continuously masked with: Manufacturer's name, nominol pipe size. PVC type. pressure rating. NSF sed and date of extrusion. b. Rigid PVC Under Paving (streets, driveways and sidewalks): Type 1, Grade 1, Schedule 40, IPS, ASTM D 1785. Pipe shall be continuously marked with: Manufacturer's name, nominal pipe size. PVC type, pressure rating and NSF seal. c. Poly Swing (Pipe: Linear low density polyethylene, block in color. O.D. 0.49, wall thickness 0.20, pressure rating 60 PSI at 110 degrees F. 3. FITTINGS a. PWC Solvent Weld Fittingqss.. shop be injection moulded, iPS deep socket style Schedule 40, Type 2 P'VC, SDTM D 2466 with NSF sed of approval. Tees's and ells's ore to be side gated. ALERT CALL BEFORE YOU DIG WADERGROM SERIf10E ALERT JIM SAR9M1 STREET. S-200 BREA, Cot 92021 1 (000) 422-4133 MKlT C CONTAINED WITHiN THESE PLANS SHALL NOT COMMENCE UNTiL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS EWEN fSSUED. 774E PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DE- SIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DUAING CONSTRUCTION. THE PRIVATE ENGINEER SHALL iE RESPONSIBLE FOR DETERMINING AN ACCEPT- ABLE SOLUTION AND REVISING THE PLANS FOR MARK BY DATE REVISIONS APPROVAL BY THE COUNTY. ENGINEER b. Primer for PVC pipe: As recommended by pipe and fittings manufacturers. b. Rigid PVC Under Paving (streets, driveways and sidewalks): Type 1, Grade 1, Schedule 40, IPS. ASTM 0 1785. Pipe shall be continuously marked with: Manufacturer's name, nominal pipe size, PVC type, pressure rating and NSF seal. c. Poly Swing Pipe: Linear tow density polyethylene, block i.. color. O.D. 0.49, wall thickness 0,20, pressure rating 80 PSI at 110 degrees F. 4. FITTING COMPOUNDS, SOLVENTS AND WRAPS a. Rigid PVC to PVC slip joints shall be solvent welded with pipe solvent: ASTM D 2564, NSF approved. Used and applied in accordance with the manufacturer's specifications. b. Primer for PVC Pipe: As recommended by pipe anc. fittings manufacturer. c. PVC to metal joints shall be made with a PVC male adapter fitting or PVC Schedule 90 threaded fittings. The PVC fitting shelf be hand tightened, plus 1 turn with strop wrench. Joint comps and shall be Permotex Type 11 or Teffan tape. d. Metal to Metal joints: graphite and oil lubricant or Teflon poste on mole threads only. 5. CONDUIT AND SLEEVES For use under paving as sleeves for irrigation pipe and conduit for control wire shall be PVC: Type 2. Grade 1, Schedule 40, 6. IRRIGATION CONTROLLERS: Shall bine as noted on plans. 7. ELECTRIC CONTROL VALVES: Shall be as noted on plans. 8- ELECTRIC CONTROL VIRE: 600 Volt, Type UF, /14-1, copper (minimum size). 9. VALVE BOXES: shell be Corson #910 or /1419 series or approved equivalent by Landscape Architect with lid marked Irrigation Control Valve or Gate Volvo'. Valve boxes to be green in turf areas, ton in planters. 10. IRRIGATION HEADS: sholl be as specified on plans. 11. BACKFLOW PREVENTION ASSEMBLY: specified sholl be verified with Local Plumbing and Health Codes. In event of any conflict on device approval the Landscape Architect shall be notified PRIOR TO THE BID OPENING. 12. GATE VALVE (threaded 3" and smaller): AWWA non -rising stem, 200 PS1 W>O>G>, valve body shall be of 85-5-5-5 bronze, ASTM 862, with bronze solid wedge disc with screwed ends or the some as Red and White /206 series. Place in Corson box with lid marked 'Gate Valve'. 13. IRRIGATION CONTROLLER ENCLOSURE: shell be as specified on plans. 14. FLUSH VALVE: FCH Flushing End Cop by Agricultural Products or approved equal, unless otherwise noted on plan do or detail. Place in Corson box with lid marked 'flushing end cap. I. ENEW110F1 Installation General: Schedule and coordinate placement of material and equipment in a moaner to effect earlier completion of work in conformance with construction and progress schedule. 1. The Contractor shall not willfully install the irrigation system as shown on the drawings, when it is obvious in the field that obstructions, grade differences, or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions of differences must be brought to the Owner's Authorized Representative. 2. The irrigation system design is based an the minimum operation pressure and the maximum flow demand shown on the irrigation drawings of each point of connection. The contractor shall verify water pressure prior to construction and shell report any differert! between the water pressure indicated on the drawings and the actual pressure reading at the point of connection to the Owner's Authorized Representative. 3. The Contractor shill erect and maintain barricades, guards, warning signs. and tights on necessary for protection of the public and workmen, Delineation and protection devices will be inspected by a public works inspector and shelf comply with oil city and state standards. 4. Any existing equipment, piping, pipe covering, sewers. sidewalks, landscaping, etc., should be located and protected prior to commencing work. Damage by the Contractor during the course of his work shop be replaced or repaired by the Contractor in o manner satisfactory to the Owner's Authorized Representotive and at the Contractors own expence, and before the final payment is mode. 5. Water and Work Space: Water is available of the site without cost. Make and remove oil temporary lines and connections. 6. Disruption of Services: Permission to shut off any water lines must be obtained from the Construction Supervisor, who will make the necessary arrangements. Disruption to existion systems shill be kept to a minimum. 7. Verification of Finish Grade: Verify the correctness of all rough grades within the work areas in order to insure the specified pipe depths of the system piping with Owners Representative. 8. System Layout: Layout all heads, piping, and valves and make any minor adjustments required die to differences between actual site conditions and the drawings. Minor adjustments shall be maintained within the original design intent. Layout each system using staking method method as approved by Owner's Representative. Maintain and protect approved staking layout. 9. Excavating and Trenching: Shell be open vertical construction ample in size to permit the piping to be laid at the elevation intended and to permit ample space for joining. Trenches for pipe shelf be cut to required grade lines, and compacted to provide an accurate grade, without settlement, and hove uniform babying for the full length of the line. Restore oil surfaces, existing underground installations. etc.. damaged or cut as a result of the excavations to their original condition and in a manner approved by the Owner. Contractor shall bock -fill on trenches immediately upon installation of pipe. a. where passible mainlines may occupy the some trench as lateral lines, provided minimum claaronces are maintained as specified. Run piping and and control wiring in common trench wherever possible. b. All irrigation fines shell have o minimum horizontal clearance of two inches from each other. An irrigotion tines shall have a minimum horizontal clearance or 12 inches from the lines of other trades. No lines shell be installed parallel and directly over another line. c. Cover: Make trenches for poping deep enough to provide minimum cover from finish grode as follows: -24 inch minimum cover over solvent welled pressure piping to 2 inch size. -24 inch minimum cover over valve control wiring. -12 inch minimum cover over non -pressure piping to irrigation head bubblers and emitters. 10. Utility Connections: a. Contractor shall connect to Point of Connection(s) as indicated on drawing. Contractor shall verify exact location in field. If there is o major deviation between plan and field locations, notify Architect so necessary adjustments can be made. b. Electrical Service: Contractor shell furnish and install dl electrical components complete in piece to provide service at the locations shown on the plans. Installation shall include, but not limited to, meter pedestal, service panel with circuit breakers. conduits and conductors to provide a fully operational system. All materials shall by subject to the approval of the Architect / Owner. SEAL- TY 1?91pFESS1041 Qua �p A- OT E r� c No.3'9F0 x * EXP. E-30-02 IVIV T��F OF C A%.% 0 c. Contractor shall locate, cut and fit, adjust and clean all existing conduits and junction boxes as necessary for the satisfactory installation of electrical services and conductors. AN related cost sholl be included in Alternate Bid item for Electrical Service and no additional compensation shall be mode there for. d. Contractor shall connect to wiring provided according to plan details, 11. Pipes and Fittings install according to details: a• Locations: Where site conditions do not permit locating piping, valves, and heads where shown on plan, notify Architect immediately to determine relocation. b. Handling: Handle plastic pipe carefully; do not drop off delivery truck; cover PWC to give protection from sunlight ( especially from summer sun). c. Cleaning: Keep pipe clean during installation by plugging or other acceptable means, remove cops or plugs only when necessary to continue assembly. d. Layout. Run and orronge approximately as shown on plan. Verify locations before installing pipe. e. Joining of Pipe: The Contractor is responsible to be hinder with any and off methods of assembling, joining, and installation of the various types pipe to be used. He will adhere in strict accordance with manufacturer's recommended installation procedures. 1. All pipe shall be assembled free from dirt and pipe scale. Field cut ends shill be renamed and trimmed of rough edges and burrs. No sawing of PVC pipe shall be permitted when assembling pipe for emitters. All changes in direction of pipe shell be meAe with fittings. 2. Reducer tees shelf be used at oil head risers where a pipe size changes. Bushings shelf not be allowed where reducer less may be used. PVC saddles shall not be allowed. f. Solvent Weld Joint: Prepare joint by first making sure the pipe end is square, then deburring the pipe end and cleoning pipe and fitting of dirt, dust and moisture. 1. Dry insert pipe into fitting to check for mis-sizing. Pipe should enter fitting 1/3 to 2/3 depth of socket. 2. Coot the inside socket surface of the fitting and the external surface of the mole end of the pipe with solvent -cement. 3. Insert pipe immediately into fitting and turn 1/4 turn to distribute cement and remove air bubbles. The pipe must seat to the bottom of the socket and fitting• Check alignment so pipe and fitting ore without strain to either. 4. Hold joint still for approximately 30 seconds and then wipe the excess cement from the pipe and fitting. 5. Cure joint a minimum of 30 minutes before handling and at least 6 hours before pressurizing. g. Threaded Joint: Field threading of plastic pipe or fitting is not permitted. Factory formed threads only will be permitted. h. Factory -mode nipples shall be used wherever possible. Field -cut threads in metallic pipe will be permitted only where absolutely neccessory when field threading cut threads accurately on axis with sharp dies. I. All threaded pressure joints shell be mode up with pipe joint compound. Apply compound to mole threads only. j. Where assembling metallic pipes to metallic fittings or valve, no more than three (3) full threads shall show when joint is made up. k. More assembling to threaded plastic fittings, take up joint no more than one full tum beyond hand tight. I. Where assembling soft metal (brass or copper) or plastic pipe, use strop type friction wrench only; do not use metal jowed wrench. m- where assembling soft polyethylene pipe and fitting, hand twist fitting into pipe till full insertion. 12. Irrigation Controller: install according to detail and locate in gererol area shown an plan with exact placement to be determined by the Owner. a. Connect control wires to controller in a sequential arrangement according to assigned identification numbers of the valves. Control wires shell be labeled at controller and at calve box lid with control volve number. b. A small map of area covered by controller with valve locations shown shop be pieced inside controller. c. Connect system electrical to wiring stub -outs provided, with conduit in structure. Put all connections in splice boxes. d. Install at least two extra wires from multi -station controllers to heaviest planted, most sun, wind exposed area of controller for moisture sensor hook-up. 13. Electric Control Valves: According to detail. a. Instill where shown on pion. instoll valves no further than 12 inches from mainline unless absolutely necessary. b. No soil will be allowed in valve boxes. c. Control wire: Shall be UL approved for direct burial in ground, with maximum voltage drop of 5X. d. Volve control wire shelf be a solid color, common wire shell be white. Other single wires sholl be striped two (2) color jacket. e. Valve control wire shelf have no buried inline splices; all splices shall be in a valve box or junction box. Connections shelf be mode by crimping bare wires with brass crimping sleeves and seoling in UL approved /3570 Scotchloks, Rainbird Snap-tites, or divalent. I. Install wire below irrigation pressure lines, loop a minimum of 3 feet of extra ,erre in sed valve box; both control and common wire. Make 12" loop at 50 foot intervals along wire run from valve to controller. Provide conduit where wires run under paving. Take core not to damage wires when backfilling trenches. 9. Install of least two extra wire from single station controllers to heaviest planted / most sunshine exposed area of the valve for moisture sensor hook- up. 14. Valve Boxes: All remote control valves sholl be installed in plastic valve box. Box shall be set flush with finish grade in plonting beds. Lid shall be permanently marked to correspond to controller and station number. 15. Backfilling: Bockfill shall not be placed until the installed irrigation system has been inspected, approved, and tested in the presence of Owner's Authorized Representative. a. BackfiN material shelf be on approved sandy soil or sand. Unsuitable material including clods and rocks over 2 1/4 inches in size, sholl be removed from the premises and disposed of legally at no cost to the Owner. (installed sand to be 2" below pipe and 4" above pipe if solid conditions are rocky). b. All backfilling for mainline shall be done in 12" lifts and tomped to 90% compaction and back -filling under asphalt or concrete shell be done in 12" lifts and mechanically tamped to 95X. Compaction in planting areas shall only be equal to adjacent soil so trench will not settle. c. where excavation or 'hacking' is required under concrete pavement, sidewalks, roods, etc., care shell be taken in bock -filling with land, tomping, and inundating with water. 11:11.1 k, i 12' 7 ,"19 APPROVED BY: --iT�� o MENDED DATE SEAL: PREPARED BY: d. If settlement occurs along trenches and adjustments in pipe, valves, hoods, sod, or paving are necessary to bring the system, soil, or paving to the proper level of the permanent grade; the Contractor, as port of the work under this Contract, shell make oil adjustments without extra cost to the Owner. Is. It is recommended that backfill be made first thing in the morning while pipe and soil temperature and approximately the some. If bock -filling is required during heat of the day, water shell be run through PVC pip* to cool pipe for contraction purposes. f. Surplus earth remaining after backfilling shah be disposed of legally off the premises. 16. lrrigotio.i Heads: install according to detoil. Spacing of heads shop not exceed the maximum indicated on the drawings. In no case shall the spacing exceed the moximim recommended by the manufacturer. a. After all piping and risers are in place and connected, and prior to the installation of irrigation heads, control valves shall be opened and o full head of water used to flush out the system. b. All heads will be installed above grade on either threaded PVC swing -joint or poly swing pipe, unless otherwise noted on pion. No outlets below grade will be permitted. c. Filtration and pressure regulator settings will be according to manufacturer's specificotions to obtain best head performance. d. All spray hoods ore to be set back a minimum of 6" from any paved area, e.g., mow strips, curbs, sidewalks. e. Emitters sholl be installed according to detail. All PVC pipe will be cut with PVC pipe cutter, solvent -cement will be sparingly applied to avoid runs and puddling in pipe and fittings, all pipe will be double flushed. End flushing valves will be installed according to detail and pion. f. The contractor shall flush and adjust all irrigation hoods for optimum performance. 9. Layout Changes: Arrangements, positions, and connections of pipes, valves, and heads may be adjusted as directed to occommodate conditions which may arise during progress of work. No additional compensation shall be mode for such changes unless arrangements ore mode for charges prior to installation. h. Flushing of Lines: i. Pressure Main Lines: Flush lines prior to installing remote control valves. Center load pipes. h. Non -Pressure Lateral Lines: Cop risers and flush lines pear to installing irrigation heads. Storting at remote control valve, remove caps in sequence. Replace cap before removing next cap in line. J. FIELD QUALITY CON7R0L AND 11111IL*EC110N Give Owner's Authorized Representative three (3) working days notice; request observation at following stages. Contractor must have field 'as-builts', on mylor, up to date before each state of inspection. 1. Mainline: After instollion of pressure pipe, controller, remote control valves, and wire. Bockfill only between joints and fittings; leave them exposed. a. Static test for six (6) hours at 125 PSI. b. Tests shall be observed and approved by the Owner's Authorized Representative prior to backfill, before rock base in installed and before asphalt paving is installed. c. Lines shall be tested before and after installation of base material to determine the responsibility of any broken lines. d. Contractor shall provide all equipment for hydrostatic tests. 2. Lateral Lines: After installation of non -pressure pipe and riser. Backfill only between joints and fittings; leave them exposed. Complete flushing prior to testing. a. Test for two (2) hours of 100 PSI, 3. Completion of System: When the irrigation system has been completed, o performance test shelf be done in the presence of the Owner's Authorized Representative to determine if coverage of water to the planted areas is complete and adequate, a. The Contractor shall change any heads, as may be required to provide satisfactory coveroge at no charge to the Owner. b. Coordinate observation with completion of planting. K. IECM ORATANO The Contractor shell maintain in good order in the field office one complete set of prints of the irrigation drawings which form a part of the Contract, showing all water lines, heads, valves, controllers and stub -outs. In the event any work is not installed as indicated on the drawings, such work shall be corrected and dimensioned accurately from the building walls, street curbs, etc., on these record drawings including proper depths. 1. Upon completion of the work, the contractor shall give to Owner 'os -built' mylors (3 mil minimum). L A.EAN-UP During construction, the Contractor shall keep premises as clear as possible of materials and debris, and upon completion of the work under this section, the Contractor shall remove from the premises all surplus materials, tools, equipment, rubbish, and debris resulting from his work and leave the installation site in a clean, neat condition. All stockpiling of soil shall be watered daily for dust control. M. OPERA71O111 1. Adjusting System: Prior to acceptance, adjust and regulate the entire system. Set watering schedule on controller appropriate to types of plants and season of year. 2. System Layout: Provide reduced prints of record 'os -built' documents irrigation plans, laminated in 4 and plastic, of size to fit controller door. Color code areas covered by each station. Affix plan to inside of controller door. N. NMSIIUIL"110NS 1. After the system has been installed and approved, the Contractor shall instruct the Owner's Representative on the complete operation and maintenance of the irrigation system. The Contractor shelf provide the Owner, or his representative, before, final payment is mode, the following: a. Operation instructions for oil components of the irrigation system. b. Reproducible prints of 'os-builts' drawings as described herein. c. Reduced copies of weather -proofed 'os -built' system layout as described herein in controller doors, d. Copy of written guarantee and Certificate of Insurance. e. Provide all equipment cooled for by the drawings, and to the Owner's Authorized Representative, at completion of the maintenance period, three (3) each of oil operation and servicing keys, wrenches, and any special tools required for operation, servicing, and maintenance of all heads, valves, and controllers, PAY LOPM Aii�01r�A7ES LANDSCAPE ARCHITECTURE & PLANNING POST OFFICE BOX 12885 PALM DESERT, CALIFORNIA 92255 Phone: 760/772-3123 C.L.N. 3474 FAX: 760/772-0243 PREPARED BY: R.C.E. NO. DATE: or r_ -;_, Ii.1 0 The guarantee shell be re -typed onto the Contractor'- 'etter..ead d :(nmol! the following information: We hereby guoronteee that the it '3otion system •-e hav, far ' wed and installed is free from defects in equipmeni, rr . -erial and w rkmansh*R. nd woes :.as been completed in accordance with the dr. wings and s, ecificatior o-dinary• oar and teor and unusol abuse, or neglect exl scted. Equipment is - :.trotters, .elves, and irrigation hoods. Material is all pipe, fittings, enc wire. We agree to repair or replace any defects in material or workmanship wh:.:h mote develop during the period of one (1) year from dote of acceptance and also to repair or replace any damage resulting from the repairing or rep' icing of nuct defects at no additional cost to the Owner, after receI of wr'tten it ;ice. In the event of our foilure to make such repairs or replocoments wit.nin Z ..Aasor.3ble time after receipt of written notice from the Owner, we oa-thc,ize the Ow:i .r to proceed to have said repairs or replacements made at our a sense and a, w-' poy the cost and charges, therefore, upon demand." P. PAYMENT Payment for irrigation items shall be made at the cant-oc" unit Vrice rnd shown for the various items and shall include full compensation for of Iola -:, n :iterials, tools, end equipment necessary to install the irrigation system comple , or.1 in f•.oce, as eiacri •e i in the contract plans and these contract specifications. DATE: 2ND REV. OCT. 7. X99 BENCHMARK: TRACT NO, 1 -PW? COUNTY OF RIVERSIDE SCHEDULE " A •• MS 3583 387H AVENUE IRRIGATION SPECIFICATIONS SCALE: FOR W. 0. COUNTY H: V: DEL WEBB CORPORATION FILE N0. SHEET NO. 6 OF 6 SH TS. YX 20