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HomeMy WebLinkAboutDWG 432-4L; CDP 04-56; WESELOH HUMMER CARLSBAD; 01-12H HUMMER ARL ARL BAD H ARL BAD, ITE PR DU GENERAL NOTES THE CONTAAC.TOR MJST NOTIFY THE CITY PLAN CHEc.K CONSULTANT (f>l<f-46&-1I6I) i2 HOURS (",,U<EE l'IORKIN6 DAY5), PRIOR TO STAATIN6 CONSTRUCTION. THE LANDSCAPE OR IRRl6ATION c.oNTRACTOR 15 TO VERIFY EXISTIN6 P.5.1. AT JOB SITE PRIOR TO INSTALLIN6 LANDSCAPE IRRl6ATION SYSTEM. VERIFICATION SHALL BE MADE l"IITH THE APPROPRIATE l"IATER. DISTRICT. ALL REDUCED PRE5SlJRE BACKFLOl"I PREVaITERS SHALL BE TESTED AFTER INSTALLATION, RB...OC,ATION, OR REPAIRS BY A CITY ~ CERTIFIED TESTER DcYl=LOPER / Ol"IIIER 15 RESPONSIBLE FOR SUPPL YIN6 A COPY OF THE TEST RESULTS TO THE CITY DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK 51 kf:E I . Ol"INER SHALL FROVIDE A 6" CONCRETE MOl"I STRIP BE1l'£EN MOi"EO TURF AND cSROUNJX,~ AND e," CONCRETE MOl"I STRIP BETl"IEEN MOl"IE1' TURF AND l"IALLS, INSTALL PER SD.RS. Df/'16, L-8. THE CONTRACTOR IS RESPONSIBLE FOR OBTAININ6 SUILDIN6 AND PLUMBIN6 PERMITS PRIOR TO c.oMMENCIN6 l"IALL c.ONSTl'WCTION AND IRRl6ATION INSTALLATION, RESPEGTIVEL Y. 1~I6A·n·ON 5, '1'51EI..S r-oR. IND .. IVIDU' AL P~S SHALL' HAVE POINTS OF CON'. NECTION FbR Tl-IE SYSTEI•, BE.VU,, THE l"IATEFi: l'L,LR AND l"IATER SERVICE RISER INTO BUIL1'IN6 AND AHcA:D OF ANY' l"IATER. ~TIN61'EVICE INSTAI I ED FOR SUILDIN6. MMER ALIF RNIA Tl N CONSTRUCTION LEGEND AND SYMBOLS NOTES I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MA"TcRIALS, AND SERVICES NLCL5SAAY TO FURNISH AND INSTAL.. ALL CONSTl'WCTION B.EMLNT5 AS SHOl"IN ON THE DRAl"IIN65 AND SPECIFIED HERC .. ~. 2. ALL l'tORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. S. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE I i □"I::> SHALL 6L ~IN6 TO STATE, COUNTY AND LOG-AL CODES, ORDINANCES AND UP TO CAL-osHA SAFL1Y ORot:k.S kE6ARDIN6 ~Af\lG.L OF l'IORK. 4. THE CON"TRACTOR SHALL BE RESPONSIBLE FOR MAKIN6 HIMSELF FAMILIAR l"IITH THE NATURE AND LOCATION OF ALL UNDER6ROUND UTILITIES, PIPES AND STRUC~. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCVRRED DUE TO DAMA6L AND/OR REPLACEMENT OF SAID UTILITIES, ING-LUDIN6 DELAYS. 5. ANY DISC.kEPANG-IL' ... oc:ra .. THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DE516N INTENT AFFLC.TIN6 11-IE SlJC,C,L55FUL GOMFLETION AND G-OST OF THE F'RO..EG-T $1-iAL.l. eE I .Z, ORTEP TO THE OhNLIZ.. ;JOB SUP$1N1cNDENT) AND LANDSCAPE ARG-HITEC,T IMMLDIATLL Y. ALL ~ RELATED TO THE PROeLB-1 ARLA SHALL CEASE UNTIL THE Dl~ANCILS HAVE BEEN RESOLVED BY THE Ol"N=R (JOB ~INTCNPeNT) OR LANDSCAPE ARCHITECT IN "4Zi.1TIN6. ANY CONTINUATION OF l'IORl< PRIOR TO THE !Zi.!$0LUTION OF DISC.kEPANG-ILS 15 AT THE CONTAACTOR'S RISK AND CXPalSE. DEC.LARATlON OF RESPONSIBLE C.HAR<:SE I HLkEBY I'l=G~ Tl:IAT THE I;>LSl6N OF THE I~ K:, SllOl"IN ON THESE PLANS COt-lPI..ILS J/lll"TH PROFESSIONAL STANvARDS AND PRAGTICLS. AS THE l.ANC)e,C,APf: ARCHITECT IN kESPOSIBI..L c.H,lt,R6L•·o,F THE: DE516N OF THESE l~TS, AS DEFINED IN 51:CTION Si09 IF THE E!USINLSS AND · PIWFl:SSIONS CODE, I A55UML FULL kESPON&IBILITY FOR. SUCH DESl6N. I IJNOEF&,TAND AND Ac.KNOl"ILLD6L THAT THE PLAN CHECK OF TI£5E PLANS 6Y THE CITY OF C.AIZi.L9BAD 15 A kEVILl"I FOR THE LIMITED. PURPOSE OF LNSURIN6 THAT THE PLANS COMPLY rtlTH CITY PIZi.OGLDUIZi.L AND on™ AFPLICA6LL POLIC.ILS AND ORDINANCES. THE PLAN C,HCC,K IS NOT A DL,LRMINATION OF THE TECHNIC.AL ADLGUACY OF THE DE516N OF THE I~. SUc.H PLAN G-HLCK POLS NOT, THLREFORL, RELIEVE ML OF MY RESPONSIBILITY FOR THE: DLSl6N OF THESE IMPROVLMLNT5. SUMMERS MURPHY$ PARTNERS FIRM PAT MURPHY 1881 LANDSCAP!= -"'RGHITECT OCf-OG!-05 DATE :34I<i1 COAST HIG>HJl'lAY STE#2OI r;ANA POINT, CA "!4"!-44::3-1446 ------------. --- PHONE VICINITY MAP NOTE: AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY A CITY APPROVED AGRONOMIC. SOILS TESTING LABORATORY I.E. SOILS AND PLANT LABORATORY, (114) 282-8111, AND FURNISHED TO THE GONTRAGTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. REVISIONS REV. SHT. DESCRIPTION DATE 6 I\ I\ /\ I\ I\ I\ I\ I\ I\ SUBMITTED FOR APPROVAL DATE APPROVED DATE RELEASED FOR BID DATE CONSTRUCTION SET ISSUED DATE CONSULTANTS ARCHITECT RGA DESIGN 3183-F AIRJAIAY AVENUE, SUITE 114 COSTA MESA, CA Cf262& (714) 108-3051 FAX NO. (714) 708-3031 CIVIL ENGINEER JAIILLIAM F. YOUNG 21422 ALISO COURT LAKE FOREST, CA Cf2&30 (Cf4<=i) 300-1565 SHEET INDEX SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 SH.EET DESCRIPTION TITLE SHEET CQN$TRUCTION PLAN CQNITRUCTlON DETAILS CONSTRUCTION SPECS. IRRt6ATIQN PUN 1Fl8~ATION DETAILS IRRIGATION SPECIFICATIONS. TREES PLANTING PLAN SHRUBS PLANTING PLAN PLANTING PLAN ADJACENT CHEVROLET SITE PLANTING DETAILS PLANTING SPECIFICATIONS BY "::'I. ~ .. >.-. ~LL ~EASONS~ 'Ill DATE AS=BU LT AS-BUILT PER LANDSCAPE CONTRACTOR'S REPRESENTATIVE TITLE SHEET 5MF JOB NO. 615--214 SUMMERSIMURPHY A PAil11'85,. INC. lAND5CM'E AIOIITTCIS 34197 COAST HIGHWAY, SUITE 200 DANA. POINT, CM.JFORNIA 9Z629 (949) 4f3.1446 FAX (949) 443-1631 SMP JOB #615-214 AS-BUILT DATE: AUG. 6, 2007 REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE "AS BUILT" LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA -------------+--f---+---t---11-AP-PRO-VE_D _________ _ ::=P::::LA:::::N::::NIN:::G:::::;;~==;--;:::========;~D=:A_T:::::E-=-=-=-=~ f----t----+-------------+----+----t--+----------l DWN BY: __;;,DJ::___ PROJECT NO. DRAWING NO.· DATE INmAL DATE INITIAL DATE INITIAL CHKD BY: ED REVISION DESCRIPTION OTHER APPROVA=L---t-=CITY"----'APP-RO-VA-L -1 RVWD BY: ED CDP 04.56 432-4L 1 ENGINEER OF WORK ...... , .. ,.,. \ 1 '. '--.. I 'I I I f-. I I I I I I "--EXl5TING PALM5 TO REMAIN ; AND PROTECT IN fLAC.e', TYPIC.AL , 4 I I I /.,_ I ------'{ '/ I I I I I I I I I MIT OF !AiORk I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ;' I !.. I' ---I --- I'--.. I' ....... I' ....... I' ....... /.- I --.. 'I I' --- I ' ---t_ 1' ..._ I . ._I --.., ' I I ---✓ ..., I ✓ I I I I I I I I I I I I I I I I , I I 'I I I I I I I 'I '{ I I I I I I I I I '{ '/ I I I I I I I I ~1\ rmMIT OF !AiORK 0 I I SC.ALE: 0 16 '{ I I I I I I I I I I I 4' I 1/1 ~ II -I 1-011 - 92 4e, I I I I I I, I I I I I I' ---7' ---I' ..... I' ---'{ '{ '{ I I I I I I I I I I I I I I -~ 64 NORTH •~:,,-,.,, ,, ),,,.., .. 1 , __ ,,,,,,,, 7 I I ~ & PARTNflS. INC. Wl>SCAFE MamcTS l41P7 t'OAST HIQfWAY, 5Ul'lE 200 DNM. POINT, a.uFOINli\ 92629 (94'J) 40144L FMC (949) ,MJ.1UI SMI' JOB #216214 COLORED SCORED CONCRETE PAVIN6 C-25 'SOMBRERRO BUFF' LM. SCOFIELD CO. CONSTRUCTION LEGEND: SYMBOL 0 0 CD 0 CD CD 0) DESC.RIPTION COLOR/FINISH DETAIL COLORED EXPOSED A<:'><:'>RE<:'>ATE FINISHED C.ONCRETE C-25 'SOMBRERRO BUFF FROM LM. SCOFll::LD CO. HARD TROIAIEL FINISH INSIDE SAND FINISH OUTSIDE AGGREGATE-LA PAZ PEBBLE l/4"-I/2" AVAILALBE FROM KRC. ROC.K (e,oo) 512-1625 DETAIL I, SHEET NO. L-2 C.OLOR C.ONC.RETE PAVING HARD TROJIIIEL FINISH INSIDE SAND FINISH OUTSIDE DETAIL I, SHE!ET NO. L-2 ASPHALT PAVING PARKING STALL STRIPING C-25 SOMBRERRO BUFF FROM LM, SC.OFIELD C.O. REFl::R TO ARc.HITEC.T'S SITE PLAN REFER TO ARc.HITECT'S SITE PLAN I LANDSCAPE BOULDERS 'LOCAL 6REY' 2'-4' DIA. DETAIL ::2, SHEET NO, L-2 AVAILABLE FROM KRc. ROCK 56" Hl<:'>H MASONRY GARDl::N MLL FINISH VARIES, TAN SLUMP SLOC.K DETAIL 4, SHEET NO, L-2 OR VENEER TO MATCH 6UILDIN6 COLUMN SASE SACK FINISH PORTION COLOR TO MATC.H STUCC.O FINISH ON BUILDIN6. SEE DETAIL FOR PRE FABRICATE PANEL INSET 5' DIA. PLANTl::R POTS 'RING VASE:'. PROVIDE: RVl-96 'TUSCANY' FINISH DETAIL 9, SHEET NO. L-:2 AVAILABLE AT 6ARDEN ART SAUCER VINE RACK SHOVEL ctJr INTERNATIONAL, (e,oo) 50o-eoo4 DETAIL 6, SHEET NO. L-2 NIA LAYOUT NOTES: CONTRACTOR SHALL VERIF'Y ALL. DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY Y'IHILE MAINTAINING THE DESll$oN CONCEPT, CONTRACTOR SHALL VERIF'Y ALL UTILITY LOCATIONS PRIOl'I!. TO 6!:6INNIN6 ANY Y'IORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE: NECESSARY. VERIF'Y Y'IITH THE PROJEC,T SOILS ENGINEER THE NEED FOR REINFORCING, 6ASE MATERIALS, FRE:SAi1JRATION, ETC., FOR FOOTIN65. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. ALL HORIZONTAL CONTROL FOR Y'IALLS OR FENCES SY OTHERS. RE:FER TO CIVIL ENl$olNEER'S FLANS. CONSTRUCTION PLAN "AS BUILr' REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE TITLE ________ _ RE.VIEWED BY: INSPECTOR DATE DATE t---t----+-----------1--+----l--+--II SH.2EET I Cl TY OF CARLSBAD [SHEETS].2 ::=::::::='..'::===:::P:::LA:::N::Nl::NG:;::D::EP:::A:::RT:::M::EN:::T===='..'.l_Q_J==~ LANDSCAPE PLANTING PLAN FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA APPROVE 1A -~~/~ ~~----9-3:>-0S:: ASSISTANT PLANNING DIRECTOR DATE OWN BY: -IC1L- CHKD BY: -;;ED::--- RVWD BY: ED PROJECT NO, CDP 04.56 DRAWING NO, 43.2-4L j K L ELEVATION 1/2 11 =1'-0 11 4'-0" 8'-0" 4'-0" TUBULAR STEEL VINE RAGK CORNICE PARAPET TRIM, PAINT --------~ PLASTERTOMATCH ----~ NEW BUILDING, PAINT RECESSED TILE ACCENT TO MATCH----~ !'"STUCCO REVEAL TO \ STUCCO FRONT ELEVATION STUDY • • iR • .. l IT I I -I 'T "•-111- SECTION N.T.5. I. b' X 4" X 16" SLUMP BLOCK CAP 2. 119 1"!:BAR. AT MID Hl:I6HT CONT. 9. 6 X e, X If> SLUMP!:D BLOCK 6ROUT ST!:EL CELLS SOLID 4. 114 RE6AR. AT 16" O.C. J/IIITH ALTl:R.NATED STANDARD HOOKS 5. FINISH 5RAD!: -REF!:R. TO CIVIL EN6IN!:ER 6RADIN6 PLANS, 6. 6 X 4 X 16 SLUMP!:D BLOCK i. CONCRETI: FOOTING -SIZE AND R!:INFORCIN6 PER STI<JJCTlJRAL !:NGIN!:ER. f>. MIN. <10% COMPACTl:D SU6GRADE NOT!:, R!:FER TO STRIJCTlJRAL EN61NEER.IN6 DRAJ/IIIN55 FOR ALL INFORMATION PERTAININ6 TO THE SIZE OF CONCRETI: FOOTIN6S, SIZE AND LOCATION OF REINFORCING STEEL, AND ANY SU6-EIASE REGUIREMENTS FOR THE FREESTANDIN6 MASONRY J/IIALLS PILASTl:RS. REFER. TO FINISH SCH!:DULE SHl:ET L-1 FOR ADDITIONAL INFORMATION. SLUMP BLOGK ~ALL I. 1-1/2" SQUARE TIJBULAR STEEL PERIMETER FRAME. EXTEND LEGS TO BOTTOM OF SLEEVE. FASTEN TO SLEEVE v-llTH (2) 9/8" MACHINE BOLTS v-llTH v-lASHERS 2. 2'-"I" HEAVY HALL TIJBULAR STEEL SLEEVE :3. FINISH GRADE 4. CONCRETE FOOTING 5. COMPACTED SUBGRADE 6. 6RAVEL BASE 1. 1-1/2" SQUARE TUBULAR STEEL MEMBER AT CENTER. 8. 1/2" SQUARE TUBULAR STEEL DIAGONAL MEMBERS AT 6" O.C. BOTH HAYS NOTES: ALL v-lELDS TO BE SMOOTH AND CONTINUOUS. VINE RACK TO BE HOT-DIPPED OR POY-IDER COATED (COLOR PER FINISH SCHEDULE). MASONR VENEER SECTION I"= I 1-0 11 I = Ii _, N I 11= I '-0" 12" DIA. LOI"! MASONRY l"IALL SEPARATINi::, NEl"I HUMMER DISPLAY $ INSERYICE PARKING I. LANDSC.APE BOULDER (SEE FINISH SCHEDULE ON SHEET L-I) 2. FINISH ,::,RADE 9. COMPACTED SUBGRADE NATURAL BOULDER D I 11=I1-0 11 I. FINISH GRADE ,. SUB-BASE MATERIAL REFER 2. 1/4" RADIUS ALL EDGES TO SOILS REPORT 9. CONCRETE PAVIN6 REFER TO 8. COMPACTED SUB6RADE FINISH SCHEDULE, SHEET L-"I. I" MINIMUM, 2" AT TIJRF AREAS 4. 9/4" DEEP X 9/8" HIDE (MAX.) TOOLED SCORE JOINT J/'V 1/4" NOTE, RADIUS EDGES v-lHERE OCCURS. REFER TO CONSTRUCTION PLAN. • REFER TO SOILS EN6INEER'S REPORT FOR MIN. THICKNESS REFER TO FINISH SCHEDULE SHEET L-I 5. REINFORCIN6 STEEL -REFER TO SOILS REPORT OF CONCRETE AND SIZE OF PLANTER URN ···· ·r .. ··· · · .... ,. .. r .. ·· ' ' I : ! ' : I I ! ! I I l I. I • ' ' I I Weseloh I / \ / \ REINFORCING STEEL. 6. EXPANSION JOINT -REFER TO DETAIL , SHEET L-. A GONGRETE PAVING U I II 111111111111: D LARGE PLANTED ~NS FRONT ELEVATION WITH EXISTING BUILDING SUWJaSIMUll'HY A PARn,es. JNC IANDSCAPE MOl1fCIS 34197 COAST l«JfWAY, SURE 200 DANA POINT,~ 9lffl (9.19) 44J.1446 FAX (949) 40'l6l'I SMP JOB #216214 REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE CONSTRUCTION DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" TITLE ______ _ DATE REVIEWED BY: INSPECTOR DA'fE l---t----+-----------1--+--1------1---11 S~ET I CITY OF CARLSBAD ~ ;:::::--'=::..:::==:::::::P::::LAN::::N::::ING'.:::"::::DE::::PA::::RT::::ME::::NT:::::::==::'...'::::LQ_j=J:.~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CHY APPROVAL LANDSCAPE PLANTING PLAN FOR: OWN BY: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA PROJECT NO, DRAWING NO. CHKD BY: ....,Ei=!!D=--_ RVWD BY: ED C.DF 04.56 492-4L I. cSENERAL A. GONTRACTIJAL "1!LATIONSHIP IN THE PERFORMANCE OF THIS CONTRACT, GONTl<.AGTOl'I. SHALL HOU, LANDSCAPE Al'I.GHITEGT AND Ol'INER HARMLESS Fl'I.OM ANY AND ALL LIABILITY', COSTS AND GHAR<SES ARISINcS OUT OF, 01'1. IN CONNECTION l'IITH, CONTRAGTOl'I.S, EMPLOY'EES, OR IT'S A5ENT'S NE5Ll5ENCE, OMISSIONS, ERl'l.01<.5. 15. l!l'I.~ 01'1. CONFLICTS II" ANY El<.1'1.01'1.5 01'1. CONFLICTS Al'I.E DISCOVEl'I.ED IN THE PLANS OR NOTES, THl!Y SHALL eE INTERPReTED so AS TO ACCOMPLISH THI! !<.EAL PURPOSE OF THOSE PLANS AND NOTES. C. ADDITIONS, DEVIATIONS AND ALTEAATIONS NO Dl!VIATIONS OR AL TEAATIONS Fl'I.OM THE PLANS AND SPl!Cll"ICATIONS l'IILL eE PERMITTED UNLESS AUTHORIZED el' THE Ol"lNER OR THE LANDSCAPI! ARCHITECT. SHOULD DEVIATION Fl'I.OM PLANS AND NOTES BECOME! NECESSARY DUE TO CONFLICTINcS SITE CONDITIONS, Ol'INER AND LANDSCAPE ARCHITECT SHALL APPl'I.OVE IN ADVANCE ANY SUCH DEVIATION. NO ADDITIONAL l'IORK l'IILL eE AUTHORIZED l'IITHOUT THE EXPRl!SS l"IRITTEN AUTHORIZATION Fl'I.OM THE Ol'INER. D. INTERPRETATION THE CONTRACTOR SHALL COMF'L Y l'IITH THE OBVIOUS INTENT AND MEANIN<So OF THESE PLANS AND !'JPl!CIFICATIONS l"IHICH SHALL ee CONSTRUED TO INCLUDE ALL LABOR, MATERIAL, TOOLS AND EQUIPMENT NECESSARY TO COMPLETE THE l'IORK SPECIFIED HEREIN IN A l"lORKMANLIKE MANNER IN STRICT ACCORDANCE l'IITH PLANS AND NOTES. SHOULD ANY QUESTIONS ARISE AS TO THE INTENT AND INTERPl'l.l!TATION OF THESE PLANS AND NOTES, CONTRACTOR SHALL REFER TO Ol"INER AND LAND!'JCAPE ARCHITECT l"IHOSE DECISION THEREON SHALL eE FINAL. e. OEl!'ll!F!YATION AND REJECTION OF MATEFI.IAL5 AND l'IOFtKMANSHIP ALL MATERIALS AND l'IOFI.KMANSHIP FURNISHED OR PERFORMl!D BY CONTRACTOR SHALL BE SIJEIJl!CT TO FINAL OBSERVATION AND ACCEPTANCE! eY Ol"INER AND LANDSCAPE ARCHITECT UPON COMPLETION OF ALL CONTRACT l'IORK l"IHETHER PREVIOUSLY PAID FOR 01'1. NOT. AT ANY AND ALL TIMl!S DURIN<So THE! PERFORMANCE OF THIS CONTRACT, CONTRACTOR SHALL MAKE AVAILABLE FOR OEISERVATION, TEST AND APPROVAL, MATERIALS AND l"IORKMANSHIP. FAILUl'I.E OF SUCH O6SERVERS TO MAKE OEISERVATION, TESTS OR APPROVALS SHALL NOT l"Rl!JIJDIGE THE Rl5HT OF LANDSCAPE Al'I.GHITECT OR Ol"INl:R ON FINAL OEISEFI.VATION. CONTAACTOR SHALL Pl'I.OMPTLY "1!F'LACE ANY AND ALL MATERIAL, l'IOFtKMANSHIP AND EQUIPMl!NT l"IHICH DOES NOT CONFORM TO THE! PLANS AND NOTES. ALL MATERIALS USED ON THIS CONTRACT SHALL BE NEl"I AND THE 6EST MARKED GUALITY UNLESS SPECIFIE:D OTHERl"llSe. I". 5AMPLES l'IHEN SO REQUIRED 6Y THE Ol'INER OR LAND!!CAPI! ARCHITECT, CONTRACTOR SHALL SU6MIT FOR APPl'I.OVAL SAMPLES OF THE! VARIOUS MATERIALS, AND SPECIFY FINISH THEREON. 6. LOCAL CODES ALL CONSTRUcTION SHALL CONFORM TO ALL LOCAL elUILDINcS CODES AND ORDINANCES. IT 15 CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CODES PRIOR TO COMMl!NCIN5 l'IORK. H. UTILITIES CONTRACTOR SHALL el! "1!SPON5115L!! l"Ofll!. VERll"YINc5 THE! LOCATION OF ALL UNDE"'5RC>UND UTILITIES, ELECTRIC CAeLES, CONDUITS, SPRINKLER LINES AND ALL UTILITY' LINES PRIOR TO ANY CONSTRUCTION. I. fll!.EMOVAL 01" DEeFI.IS AND CLEAN-UP CONTRACTOR SHALL THOFI.OU5HL Y CLEAN AND KEEP Fl'I.EE OF DEBRIS AND l'IASTE MATERIAL ENTIRE CONSTRUCTION AREA TO THE SATISFACTION OF THE OY'iNER. J. 61:NERAL THE cSENERAL CONDITIONS AND ANY SP!!GIAL CONDITIONS THAT Ol'INER MAY REQUIRE SHALL APF'LY l'IITH THE SAME FORC!! AND E!FFECT AS THOU<!',H l'IRITTEN IN FULL HEREIN FOR ALL CONSTRUCTION SECTIONS. II. SITE EXCAVATION AND FI.OU<SH cSFI.ADINcS 5Gope oP J."k,rk -Provide all lc:::ibor, mc:iterlal&, toole, eq,urpment, transportation and neeeeeary lneldentale for the c.ompletlon oP all c.learlng, etrlpplng, excavating, b<:!ekfllllng, grading and related ..,ork ae eho..,n on tne dra..,lnge, Including bvt not limited to tn<0 Pollo..,rng, A. Prot<0etlon of all eurbe, "'"11:s, """"•• etrvebiree and other exletlng ..,ork ""hleh le to remain. e. Cl<0ar1ng and etrlpplng elte of brueh, debrle and oth<0r for<01gn mat<0rlale a• outlined In the dr"""lnge. C. l!xeav"tlon Por all Poundatlone and Pooling• to tn<O dlmenelon "nd deptn eho""n on ti,., dra,.lnge. Bottom• oP .,x-,avat:lono ohall be emooth and ,.,v.,I. All 1000<0 material ehall be removed thereProm. D. Slibgradee ehall be "'"t<0red and eompaet<0d to a relatlv• eompaetlon oP "1!5!11. I!. Slibgradee und"r all paving •hall i,., true to grad• and eroH eeetlon, hard, vnlPorm and ernooth prior to placement oP baee materlc:::il. I". ea-,kPflllng of all exc.avatlona and trenehee aft<0r placement of loundatlone, ..,allo, ,,,,c,11:s, utllitiee, .. te., ae outlined on the dra,.,lnge. Compaction of b<:!ekllll eh"II be In aeeeptc:1nce v-tlth En9tneer1e spec:.IPlc.attone. 5. <!lradlng ol arsae lndleated In the dra,.,1ng• Including bringing exl&tlng grades to ..,,thin 1/10 foot plue or minus. Flnal d<Oelgn gradee "" Indicated on tho dral'llngs. H. 5lo-,kplllng ol ex<.avatlon m"terlal or Import top toll fill and eand shall be ae outlln<0d on th• dra..,lnge or oo approv<0d by Land•<-ap• Arehlt<0et. I. Clean vp and l"'emov• all debrl& and aurplve material c::inc::I remove Prom site. 111. DRAINAcSe Scope or l'lork -Frovlcle all labor, materlale, toole, <0qulpm<0nt, traneportatlon and neeeee,ar~ Jnc.ldent:ale for the completlon of' all dralrlage e~tem& as ehoi"in on the drc,,,,,fnge, lneludlng bvt not llmlt<Od to the follo..,lng, A. Material• I. Aerylonlte Elutalene -Styro,ne (ABS) Sehec:ful<0 -40 drain pipe, perPoratsd or non-p<0rlorat<0d In diameter• eho..,n on the dra..,lngs. :2. Elaelns and Draine -High lmpaet plaetlc. 5tyren<0 drain b<:!elne, eateh b<:!slne l'lltn gratee, high Impact plaetle Styrene <leek drain•, and/or preeaet <-onerete dr'"aln box and eateh ba&ln$ and c.aet Iron ,grate In dk::lmetere c::inc:I elzee as ehol'ln on th• dra..,lnge. Stalnl<0ea eteel or br""• <leek drain• In hardeeapo a• eho..,n on the dral'llngo. e. Tr.,,,ehlng and Laying Pip• I. Tr.,neh"• to pitch a minimum ol 1/6" per Poot unl<0ee other..,ls<O lndieal:ed on th" drc,..,fngo. Gontraetor to v<0r1Py all lnv.srt .,1.,vatlono and tren-,h ,:1.,pth prior to excavation, 2. Bottom oP trench ohall be smooth and c.ontlnuoue to flo.., dlr.,-,tlon. A hollo.., ehall be mad• to r<0c.elv" bell of pipe eo th• Joint "'"' not bear upon th<0 oubgrad<0, A<:[)uatmenta to line and grade ehall be made by eeraplng a""ay or PIiiing In ,.,,th b<:!ekPIII '"'"''°' the baoe oP the pipe and not by ,.,.,,:1g1ng or blocking. 9. Trench materlal ehall be, uwd Por bac.k.'111. HoNever, no rocks or lvmpe, ohall be ue<0d, l'lelded Joint• ohall be glv9n at leaet 15 mlnutee ••wp bePore handling. Ab<Ne the l<0v<0I or Initial b<:!ekflll, th" trench may be b<:!ekllll"d ,.,th treneh m"terl"'· 4. Compaetron -Gompaetlon by tamping ehall not be done In lay.,ro <0xe<0edlng eight lnehee In loooe depth .-.Ith eaeh layer thoroughly eompaet9d bet"""""· C. Clean-Up and Testing I. Prior to eov .. rlng al trench••• drain line and b<:!slne ohall be eheeked to 1nour<0 prop"r flo.., and ,,,,c,ter trghtnese. 2. Th• piping •y•l•me ehall be Pl"•h"d and -,feaned prior to eonn.,etlng to exletln9 drain llne, ,e.atGh bGleln or etorm drain eyeten-... !9. Upon c:.ompletlon of" Nork, remove debrle, tools and svrpl11& matsrlal from site. IV. CONc~ Seop<0 oP ..,ork ~ Provide all lab<>r, mat<0rlalo, toole, <0qulpment, traneportatlon and nee<0&eary lneldentals Por the completion of all eonerete flat ... ork ao ohol'ln on tne dr"""lnge lnelludlng bvt not limited to the Pollo.-.lng, A. Materials I. Cement -Standard Portland C•ment, per deolgnatlon G-150 of the ASTM Type II, Ill, or V, lo.., alkali, elngle brand throughout. R<OPer to SOIi Englneer'e Report Por R8c.ommendal:.lon&. :2. Aggregate -ASTM "f'"ellleatlon G-!1!1 !1/4' maximum olze. Decorative aggreg"tee or pea roek "" oho..,n on dra..,lngo. Fln<O natural oand, "''"II graded c.onFormlng to ASTM G-144. !I. l"late>r -l'lat<Or uoed ohall b<O of potabl<0 quality. 4. Ste<0I -R<Olnforerng et<0el Por <leeks and "'"11:s to be 1nterm9dJat<0 grad• d<0Pormed b<:!ro eonPormlng to ASTM A-615 and/or cSrad" 40. Me>on ASTM A-4"16, olze ..,h<0re eho..,n on dra..,lngs. 5. Expanelon Joint• -Asphalt Impregnated Pelt. PolyPelt Ethaloam ao lndleat<0d on the dravtln9s. 6. Control Joints -5.:,,., eut Joint 1/4 oP •lab thlekn.sH. Hand tooled oeor<0 Joint• 1/4" deep minimum ""h•r• eho""n on the dra,.,lngo. "1. Cold Jolnte -Butt type, bvtt typ• ..,,tn do..,.,1 •. Ser.,ed k<Oy Joint aa lndle"ted on th" dra ... 1n9e. e. Joint Sealant -Tl'lo part• Polyoullld<O 0<0alant aa manuPaetur<Od by Thiokol, Claes AS, eelP leveling or mulfi-pcrt polyur<0tnane eonotruetlon oealant by L.M. Seolleld, In matching color. <!. Cl/ring Material -Hunt• proeeee MD"TG. 'Llthoehrome' color """" for -,olor -,on<fltloned c.oner<0t<O by L.M. SeoPleld, In matching color ol eoneret" ao lndleat<0d on th• dra ... 1ngo. 10. Color COndltloned Concrete -'Chromlx' admixture• Por Integral eolor<0d eonere>te by L.M. SeoPleld Company. II. Duet-on Color -'Llthoehrome' eolor hard<0ner by L.M. Seolleld Company. 1:2. Slirfac.e Fl.<Otardant -'Llthotex' top eurPae<0 r<0tcrd<0r ao menufaetur<0d by L.M. Sc.oPleld Gompc:::iny, or '51kc:::i 1 evrPc:ic.e retardant or 'Ru9eeol1 ae manulaetur<0d by Sika Corporation. e. Subgrad• I. 6rad<0 all eubgradee to a unllorm depth and c.ompac.tlon. Moloten all eub9rad<00 prlc:>r to pouring or eonerete. :2. Gut all foot1nge In undlobir&ed or eompac,t<0d eoll. !I. Place .•and or aggregate b<:!ee ae eho"'" on the dra,.lnga and aa epec.llied by a 5ollo Engineer. G. Form• I. Uoe only llnlehed lumber. Set all form• true to grade and poaltlon. :2. Moloten all forme prior to pouring oP c.onerete or uoe approv.sd form releoe,e 09ent&. D. !!xpanolon Joint• I. Plaee expGl"'lelon Joints tn ~oneret. at lnt.re•c:.tlon of c:.onerete and fl)(ed etruG-1:uree, 1.ie,., ,gcn·age, y.iolle, b<::lee oP steps, pool bond ~am as lndlc:.ated on the draYiln9e. :2. Flaeo Gontrol Joint In c,onereto not to exe<0<0d a horizontal epaelng ae epe-,lfled by a &oil• engineer. 6. Pl®" eonotruetlon Joints In eonerete rth<0re easting on eoner"t" le to be •topped and oube<0quent eaetlng lo to b<O otarted. E. Concrete I. Clase A eonerete &hall -,ontaln nc>t leoo tnan 5 sc,e,ka oP eem.,nt p<0r euble yard and b<O proportlon,od to attain a maximum eyllnd<Or &tr<0ngth of :2POO PSI In :2e, daye. Compreeelve etren9the, ore to be detter-mlned In aeeor-dcrne• flllth ASTM G-!l'I. The &lump ehall not exeee>d 4". 2. Conc,rete mixing -All tranelt mixed eonerete ohall be mixed and d<0l1vered In ae-,ordanee ..,,o, the requlr.,ment of Standard !lpeelfleatlono Por r•ady mlx<Od -,oneret<O ASTM C-"14. F. Coner<0t" Flnlohlng I. eroom Flnloh -Tamp fre&h eonerete ,.,,th h.oavy metal grid. Screed ..,,tn atralght <0dg<0 to remove all lrr<0gular1treo. Float to a ""'ooth eurfaee, et<0el tro..,el, and •c:lge to an even hard &Ul"'faee. 5Gore ae lndleal:.ed on dr0Yiln9e. Ume, a ne"" manila hemp brletle broom, Elrueh marldng• on slab In uniform Paohlon "" ehoYin on t:he drcn,"41n9s. :2. Fl.oek Salt l"lnl&h -Tamp lr.sah eonerete ..,,tn h"""',I m .. tal grid. Sere<0d ..,,th straight edge to remove all lrregularltlee. l"loat fo a emooth ourfac,e, ote<0I trowel anc:I edge to an even hard eurfaee. ~orie, oe lndleal:ec:I on dr-aYilng■. Hand broadeaet rock oalt In even dlotrlbvtlon and tamp In. l'la&h oPP eoner<0t<0 ftr'lth enough pressure to dl&eolve roek. ec::llt aPl:er c.onc.rete haa e,ie,t, 6. Pea l'oGk Retarded Flnleh -Tamp fr<01h eoner<0te ,.,,th heavy m<0tal grid, Sere""' ""Ith &tralght edge to remov<0 all lrregularltleo. Float to a smootn ourPae.,, &teel tro,.,el and <0dg<0 to an even hard •"rlaee. Apply ourP""" re>tardant to flnloh<Od ourPaee, prior to lnltlal 0<0t p<0r manuPaet"rer'e ,.,c.omm.,ndatlono, L.M. SGofl<0ld, ualng 1pray<0r, providing <0v<0n dlotrlbvtlon. Fl.<Oveal aggregat<0 by uelng l'later f,ot and -,oar•" fiber brueh to r"mov" retelrdant paefe from aurPac:.e, ""'as"hlng thorov~ly untll sul"foee I& elean and exposure 11 c.omplete e1nd uniform. 4. Hand 5"<0ded Aggregate l"lnl•h -Tamp lreoh eoner<0te ..,,th h•c:ivy metal grid. iS<:reed ..,,t1, otralgl,t edge to remov" all lrre9ular1tre•. Float to a 1mootn aurPac:.e. Hand eeed eurPaee In vn!Porm tcretilon over entire area l<.eeplng atone 1/:2" mlnlrnllfn Prom edgee and "xpanelon Joint.. Tamp aggr.,gate to a un!Porm depth belol"II eone.rete eurtc::i"e. 5. Stamp""' Concrete -Tamp fr<01h eonerete ,.,,ti, h<0avy metal grid. iS<:reed l'llth &tr"lght edge to remove all Jrregularltle1. Float to a emooth eurlaee. Apply color hardener 'Lithoehrom<0' by L.M. Seotleld by the d'!j shake method uelng a minimum oP 60 poomdo p<0r 100 equar<0 P<0Bt. Apply In 2 or more ehakee and float alter eaeh ehal:e. Tro..,.,1 only aPtBr Plnal l'loatlng ""hlle eonerete le etlll plaetl<. uelng Imprinting tool• to make pattern aa eho""n on th• dra,.,lnge. Apply color curing compound 'Llthoehrome' c.olor .-.iax by L.M. ScoPleld Company vs1n9 roller-or epl""a~er. IP 'Bomac.ron' t!:P• &urf'c:::iee le eho~ on dra~lngs, a relec::ieet a9ent muet be applied prior ~o texturing the "oneret... Color curing compound may be optional, ae lndlc:.ated on the draYilngs. 6. 5and l"lnleh -Tamp fr.,oh concrete ,.,,th heavy metal grid. 5er...sd ..,,th otralght edge to ,.,move all lrr.,gularltl<0e. Float to a emooth surPae.,, et<O"I tro,..., I and edge to an even hara eurPaeo. Friar to eel, lightly spong" eurtac.e to reveal emoll eurfoeie, fines y.(hlls net e><poe1n9 (:lggre9ate. Alternat<0 method, aPter Initial eet, """'""'" to be ""a•h•d ""Ith a dllut<0d aolutlon ot muriatic:. aelc::I and Nater. and bruelied tc:> reveal eurP'ac.e lliwe. SUr,ae" muet be eontlnuouoly ..,et to avoid aeld burn. 6. Cl<0an-Up I. Upon completion of "'"'I<, r.smove all Porme, debris, mat<0rlal and tool• from efte. V. BLOCK MA50Nfll!.Y Seope ol l'lorl<. -Provide all labor, mat•rlal•, tool&, eq_ulpment, tranoportatlon and ne>eeeoary lneld.,ntalo Por th• c.ompl<0tlon ol all block masonry "" &ho..,n on th• dra..,lngs, lneludlng bvt not llmlt<Od to th,. ,0110,.,rng, A. Materlalo I. Slump block unite meeting grade A, ASTM G-CIO, -,on-,rete block unite <Sorade A, ASTM C-"10. :2. C..mer,t -Standard Portland c .. ment ASTM deergnatron G-150 TJ:lpe I or II, lo"' alkali. 6. Sand -Cl<0an, "'ell grad"d ASTM designation C-144. 4. i'lat:<Or -l"later ueed ehall be oP potable quallty. 5. Steel -R<OlnPore<0d &teel Por ""all to be 6rad<O -40 deform'""' bare A!!TM d"•Jgnatlon A-165. CONSTRUCTION SPECIFICATIONS VI. VII. 6. Goner•t• -Claao A eonerete minimum :2poo 1"51 at 2e, daye. -r. Mortar -by volum<0, fr<01hly prepared, ..,lformly mlx<Od In ratio I part ""ment, 1/2 pa,!; 11rr1 .. putty, 4-1/4 part• sand, c.onPormlng to ASTM C-:2"10. Omit lim.s putty IP plaotle e<0ment le ue<0d. e,, cSrout -by volume Preohly pr<0pared, unlPormly mlxsd I part ""ment, !I part• eand, :2 part• pea gravel. B. Laying oP Maoonry I. l..ay all ma&orry etrai<Jht and tn,., to lln<0 ,.,th vertleal Jolnte plumb over eaeh ol:l'ier. Horizontal Joint• shall b<O l<0v<0I. Header• "nd -,orner units to oho.., flnlah"d laces ,.,h,,r., "xpos<Od. Joint& and bond patt«n to b<O aa sho"'n on th• dra,.,lnge. G. Fl.elnlorelng I. All b<:!rs In maoonry ehall be lapped a minimum oP -40 b<:!r dic,m<0t.,re. Do..,<01& Por "'"II• and columns to be eam<0 &lze ae "'"II r"lnPorelng. R<OPer to struetural Englne<0r'• sp.,c,lllc,c,tlone Por "" oteel olz<01 anc:I loeatlona. D. cutting of Maeonry I. No cutting oP masonry unite ehall be allo..,.,d ..,le&& aho..,n on th• dra..,lng1. E. <Soroutlng oP Maoonry , I. 6rout all eell• ""Ith V<Ortleal ete<0I oolld ae eho..,n on the dra,.,lngo. 2. <St-out all eelle belo" grade eolid. !I. Provide minimum 6/4" bet..,<0en eteel relnPorc.lng and l:>loeka. F. l'leephol,., I. Op<0n Joint ""eep hc:>les at 6:2' O.C. maximum on bottom eoure<0 of r<0talnlng ""all• ""Ith I euble Poot gravel IP oho""n on dra,.lnga or approv<0d drainage &~stem ps.r 5truc:.tural Engineer's epee!Plc.atlons. 6. E,q::,aneJon Joint• I. Provld<0 v«tleal •xean•lon Joint• In """II per local eode and Struc,tural En91neer'e spec:.!Pleal:.lons. H. l'laterprooflng I. l'laterprool' all r<0talnlng .-.alle belo.-. grad• ""Ith asphalt emul&lon, :2 eoate,, I. Cl<0anlng I. Glean all maeonry ""ork, remove all mortar etalne. 2. Upon completion oP ""orl<, ,.,move all mortar dropping•, ""9brlo, mat<0rlale and tool& ¥ram &lte. BRICK MASONRY Sc.ope oP l'lork -Provide all labor, materlal•, toole, equlpm..nt, tranaportatlon and neeeesary lneldentale Por the eornpl<0tlon oP all brick or etons masonry as oho.-.n on the dral'llnge, Including bvt not limlt<Od to th• Pollo..,lng, A. Material• I. 6rlek or 1ton<0 eonPormlng le:> ASTM A-6:2 grade Ml'! "" ehol'in on the dra..,lnge. :2. Cement -standard Portland Cement ASTM deelgnal:lon c-150, Typ• II, Ill, or V lo.., alkali 01ngle brand throughout. R<Ol"r to Solle Engln<0.,r'• ,.,port Por re~ommsndatrons. 6. 5<:lnd -Glean, ""'"II graded ASTM d<001gnatlon G-144. 4. l'lat<Or -l'lat<Or ueed ohall be oP potabl<0 quality. 5. steel -R<OlnPore.sd eteel Por ,,,,c,lle to b<O cSrade -40 ,:1,.1ormed b<:!r& ASTM d<001gnatlon A-165. 6. Mortar • by volume, Pre&hly pr<0par<0d, unllormly mlx<0d In ratio I part cement, 1/:2 J')art lim,. putl:ll, 6 part& eand, c.onlormlng to ASTM c-2-ro. Omit lim<0 putty 1' plcretle c:.ement. i. u&ed. -r. 6rout -by volum<0, froehly pr<0J')ared, unl¥ormly mlx<0d In ratio I part -,em.,nt, 6 parte oond or I part eem<0nt, 6 part• oanc::f and :2 parte pea gravel. B. Laying or er1c.1< I. l..ay all maeonry stralaht and true to llne with bo-iek vertJ-,c,f Jolnte plumb over eaeh other. Horizontal Joint. ehall be l<0v<0I. H"adere and eorn<0r unite to sho"" flnlahed laeee ..,here <0xpoe<Od. Joint. and bond pattem to i,., ao "hol'ln on the drc::iwlngs. G. Fl.<OlnPorelng I. All bore In masonry ahall b<O lapped a minimum oP -40 bar dlamet<0ra. Do..,els for NGIII& and column& to b6 eame e,lze as NCIII relnflorc:.lng. Refer to 5trvc:.t.ure1I Engln<0<0r'e opeellleatlone Por all eteel elzee and loeatlono. D. Cutting of Maoonry I. Uoe masonry sa... ,or brick -,uta unleea apec,lfle,d otn<0r""I••· er1c.1<o eut l<OH than 1/:2 fe,ngth ehall not be ua<0d. Stone to be wt ,.,,th ehloel and hammor. e. cSroutlnq of Maoonry I. 6r-oul. t:..ors l"ltalls eolld ca ehc:>Nn on the dra~lnge, 2. Provide minimum oP 2-1/:2" grout epae• bet...een double brick """"•· Frovlde minimum !1/4" bet""'"'"" &t...,1 ,.,lnPorelng and briek. H. l'lat,.r:prooPln<r I. l'lafsrJ')roo1 all retaining "'"II• bel°"" grad" ,.,th ""phalt emulsion, or otner c:,1 opeelll<Od by SOIi• Engln<0er. I. Gl<0an1ng and S..allng I. Gf.,an all masonry l'lork. Fl.<Omov<0 all mortar •loins. Fl.<Omove alkali l'llth eolutlon ol muriatic aeld and "'"t .. r. Apply clear eealer to <0xpoeed ourPaees II ehol'ln on the drat,<,1lnge.. . 2. Upon eompletlon ol ""orl<, r•mov<0 all mortar dropping•, debrlo, material• and tools from silo. CARPENTRY ""'"'P" ol ""ork -Provld" all labor, materials, tool,, equipment, tran~ortatlon and "'""""""rll lnelclentale Por C.0Mf>l<0tlon oP all earp.,ntry a• eho.-.n on the dra..,lnge, lneludlng 15ut not llmlted to tl,,o Poll=lng, A. Materlalo I. J.1ood -rough &Gll"ln, resawn, eurf'ac:.19c::1 4 eldee Yihere &lioJl'riln on the drc:1Y-1lnge,, etralght. eound, free Prom mc::irke, pin Mlad knol:$, sop poie-kete, sllver"'5, ana ehee"-", S<0l<0et grade or better ""here eho...n on tHe dra,.lngo. :2. Douglo• Fir, Redl'lood, l'leotern Red cedar or ae eho"'n on the drc,,,,,Jnge. 6. Poets, Plat•• and oth"r at""9rad<0 <-onnec,tfone to be Fl.<Od,.,ood, l'le1t<0rn R<Od Cedar or pr.,sour<0 tr<0ated1'ouglae Fir ao eho...n on th" dra..,lnge. 4. Hard,,,,c,re -column bae<Ot -'SlmP,Oon Strong Tie' or '"<i.Ual. Poat eapa and strap tree -'Srmeson strong Tie' or <0qual. Joist hanger& and heavy anglee - 'Simpson strong Tle1 or eq,val. 6:rewa, h1n9ee, nalle-, bolt&, and Jo'ia&Flere. All hara..,are material to be galvanized. 5. stain and paint -ae eelec.ted and eho...n on dra..,lnge. 6. Gonc.ret:. -Clo•• A minimum :2poo PSI at :2!1> days. e. Fl.ou~ ecrpentry I. Set all poote, beame, rail• and framing pl"mb and tru<0 to lln<0 as eho...n on the dra..,lnge. . :2. Gonneetlone -make all "onneetlona ao ehol'ln on the dra.-.lnge.!lplle,. lumb<0r at poets only. Utilize all nail and/or bolt hol<00 for all hardl'lare. !I. l!aee all top <Odgee ol expoo<0d lumb<Or Por bench tope, lo.., l'lalle, ete., Jl'rilhere surPaGe Gontac:.t le provided. 4. Paet ~a• -eat P.Oet c:.olumn baee ae shoYin on drol'ilnge, providing minimum I" clear all eld•• Prom tlnl&h<Od poet b<:!s" to top c:>P paving. 5. Counterelnk. nallo and b<>lte In all loeatlons ""here eurPae" eontaet le provided, 1. ... b"neh top "te. C. Painting and Stain I. FIii all seame and erael:s ,.,th Lat .. x caulk and/or l'lood dc:>ugh to lneur<0 an even evrPace. :2. Sand omootn all <0xpoeed eurlaeeo le epeelfled ae 545. i,. Prime all palnl:sd eurPac.ee J11i111:h one coat. primer. 4. Paint ..,Ith minimum ll'lo Plnloh eoats for P"lnted eurlaeeo. 5. Stain ,.,,tn minimum t...o Plnloh <.oats Por etaln eurPaee•. D. Frot<0etlon and Cleanup I. Froteet all exl,,tlng ..,ork Prom paint over•pray. 2. !,lpon eompletfon oP J111ork, remove all ec:.rap t,<,1ood, d8brle1 rnaterlale and tools Prom elte. VIII. Metal l'lork VIII. Scope oP l'lork -Provide all labor, materials, toole, equipment, traneportatlon and ns.eee-scry lne.ldent.ale tor c.omplietl:.lon oP all metCII Y-lork 1-'there ehof,'lln on the dra,.,lnge, lneluc:ling bvt not llmlt<Od to the Pollo,.,lng, A. Material• I. Ste<0f biblng In olzeo oho"'n on th<0 dral'llngs ASTM d<0el9natlon 500 and/or hand forg<0c:I, eold rolled ,.,,ought Iron In sl%6& ae ohol'ln on the dra..,lnge. :2. Hard,.cre -hlng••• latehee, bolte, """•here, ""'""'"• ete., to be heavy duty. e. Conerete -Clo•• A eoner<0te minimum :2(:)00 PSI at :2e days and/or 'For-Fl.oek' ae sho""n on the dra,.,lnge. 4. Paint: -Zinc. C:::.hromat• primer, 'Ruetolevm1 f'lnleh eurtac:.e eoat.e or-ec:tual. 'Metallzlng' or galvanlzlng or po,,,.d<0r coating If &ho..,n on th• dral'llnge. e. Fabrleat:lon and lnetallatlon I. Contractor ehall make all m .. aeu,,.m,.nt for Pabrleatlon In field prior to etartlng ,..ork. :2. Horizontal bare to taper l'llth grad• or et<0p ,.,,th grad• ao ehol'ln on the dra..,lnge. v .. rtJ-,c:,I bare to be plumb. G, l'lelding I. l'leta1ng to -,omply l'lltn the requlrem,.nto of etandard eode Por ARC and gae """ I ding. :2. l'leld to only clean, rvet-Pr<0<0 ourPaee. 6. All .-.elde to be eontrnuoue and Pro• oP erael<o, erat<0ro and poroelty. Taek "'"Ids not a"e•ptabl.,, 4. 6rlnd emooth all expoe<0d """Ide, match adjoining ourfae"•· 5. Plug all open end• and top•, and ,,.,,,:1, D. Painting I. Frlme all metal ..,ork ,.,,th one eoat Zlne Chromat., primer. :2. Paint all m<0tal ..,orl< ,.,,th :2 eoate 'Fl.uetol<0um' In 0<0ml:-9looe or Plat ao eho""n Qn the drG1f,'llfn9e. Paint to be 4 mlla minimum dr-y thlekneee ecaeh. e. Prime and paint per above, all field ""Ide. E. Protection and Glearop I. Proteet all exletlng "'°rk from paint ov<0rapr"!I, :2. Obtain !"Ire p<0rm1t ~ere r<0qu1r<0d for on-olte l'lelding. 9. ~on ,eompletlon oP Y-lork, removtt c::rll eerap Iron, debr-1&, m0terlal& c::ind tool& tram site. Landoeaee Llahtlnq Scope oP l'lorl< -Provld<O all labor, materlale, toole, ,.qulpment, traneportatlon and ne-,eee,ary lneldentalo ,or eomJ')letlon of all landseap<0 lighting """"re sho"'n on the dra..,lngo, lneludlng bvt not llmlted to the follol'llng, A Materfc,fe I. LIQhtlng Pl><biree -Landeeape up-light&, pol• mount<Od Plxturo&, "'"" mount"d Plxwr<0e, and le:>"" voltag" lighting ae eh"""" on th" dr"""lnga and fixture eche,duleii. 2. Conduit -·5eh<0dule -40 or better p•r local el<0etrleal eode, ,.,,r.s and elz<0a per dra"'llnc:! and eehedules and/or non-m .. talli-, dir.,et bvrl"I sheath<Od c:.able ae en'o""'n on t.hs drav-11n9e-. 9, Panel•, brec:::il<ere, metere, eleetrlt:.c::rl sel""Vlc.e pedeetals, time &r-1ltchee, photo c:.ell:e and related hardt,<,1C1re t:I& ehoy.in the dr-c:u,~1n9s. 4. Concrete -Glaee A c.onerete minimum :2POO PSI at :2e daya. e. Lighting Flxt:ur-e ln&tallatlon I. Prc,vJd., all lighting Plxturee ,.,,th Under..,rltere Laborator1ee labeling and ""here-exposed to 11eathor 'damp area' labellng. Provide all Plxturee, poles, <Ole . ..,Ith permanent l<0v<0I or perp.,ndleular support and guarontee to otay In allgnment for a pietrlod oP one ~(:Ir minimum. Poet& ta 1:5c,c direct bvrlal or movnfed to template bc:ies, all cie ehortn on dl""a11lngs ond Plxl:.urei &G-hedules. C. Underground Dletrlbutlon I. Provld" plaetlc. conduit and eonduetore In utllll:ll trenches per local -,ode. 11,e use oP non-metalllc:. sheathed c:.able rated 1or under9round uee le !"fOproved (IP allo,.,ed by local authorltuJ IP eultably protected (i.e. In a tr .. neh l'ilth other piping ... ,th " ""'"""''" !I" c.op or l'llth bvrl"d R<Odl'IOOd planking. D. Dletrlbutlon Pan.,!, Fede&tal I. Provide pc:inele, brecik.el"6, elec:.trleal ee,·vtee pedestal& as shoYin on the dr"""lnge c,omplet" with time •"'ltc.hee, photo e<0II& and relat<Od hcrd..,ar<O a• r'"<i.ulr.,d. REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 5MP JOB NO. :261.214 "AS BUILT" TITLE __________ _ DATE REVIEWED BY: INSPECTOR DATE t--t-----1-------------+--+----t---+---li s4ttEET I CITY OF CARLSBAD !SHECTS72 ;:.::=='...'.::===:::::::PLA::::'::N:::Nl::NG:::::::D:=EP::::Afl.::T:::M:::ENT:::::::===::::..'.LQ_j===: Ill LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA ~ A PAUNU, INC lANDSCNE MOflECJS _""_PR_o_vE...lD~./&?:L....)/lL.~[,?~•~11.... .. _______ 9-30--a, ASSISTANT PLANNING DIRECTOR DATE M197 COAST ttafWAY, SllfE 200 DANA POINT, CAlJ'OANA 92t29 {M~ 44J.1446 FAX (949) 40,,m SMP JOB #216214 DATE INITIAL ENGINEER OF WORK DATE INIT,\L REVISION DESCRIPTION OTHER APPROVAL INITIAL CITY APPROVAL OWN BY: CHKD BY: ED RVWD BY: ED PROJECT NO, DRAWING NO. CDP 04.56 43.2-4L ' PVC. PIPE SIZE CHART , Size Schedule 40 Clciss 515 ----· -. 3,, 0-8 6-of 4 I" of-13 10-15 I 1" 4 14-25 16-24 I~ II 24-51 25-52 -------~------- 2" 32-55 53-50 2~" 54-15 51-i2 .. -· -------··-·---- 311 14-115 13-105 411 116-1"15 106-180 ... ., .. - The cibove gpm's cire bosed on o moximum of 5' per sQc:.ond velocity. IRRl6ATION LE6END FOR SPRAY HEADS IL ::, Ill _J ~ ti'. ci ,L lll GPM i 0 PSI RG!dlus 13 <( .. ii! !'-1c:lnvPac:.turer 4 Mode I =It F H GI 1tJRF SPRAY HEAD &· '.! 1/ ,;,-• '('\ 4" -RAINBIRD 1804-SAM-f'RS-5 30 5' .4 .2 .I "' \} \a· -::.r 4" -RAINBIRD 1804-SAM-PRS-e 30 e· 1.0 s .s "if 'Y 7 "?' 4" -RAINBIRD 1804-SAM-PRS-IO 30 10' 1.6 .e .4 ~ !:' -:~ '!;# 4" -RAINBIRD 1804-SAM-PRS-12 so 12' 2.6 I.S .1 ii!! o•, \ ''' ., 4" -RAINBIRD 1804-SAM-PRS-15 so 15' S.1 I.'! .'I - Dol:all She<>t L-12 L-12 L-12 L-12 L-12 PASEO DEL NORTE 0 I NOTE, ----------------------------------- I" 15.2 3/4" 4.0 3/4" 4.0 • INSTALL POP-UPS J/'41THIN 10' Of ALL PEDESTRIAN USE AREAS. .-'kl-- ',' 0) '---'kt-- [o • INSTALL CHECK VALVES AS NEEDED TO PR.EVEN" LOv-1 HEAD DRAINA<SE. • POTABLE V'IATER SYSTEM SHALL BE USED ON IRRIGATION SYSTEM. =-AAIHelr;!,D MODEL.. $E;B-.6X SWTERRANEAN EMITTER aox GONTAGT, RA.INBIRD (ac,o) :24i-5ie.:! OR RAINBl~.G()M :,. LEE XI Uli: XI LEE m lll • Tl I llf 11. . .I ll9J:=~ ... _ ... _ ... il m= I. 11.Bl"9 ST"""' ""'9 CAP -I i==Tl f'UJo$ ALL lJNIJSED OU'T1.ET5 El 11: :2. OIS'TRIBUTION 'TUBE JTSI a. 6" AAINBIRD .._.."""""""'" i==l 1111 1=11 ,..,,TIER eox 1:see NOToi 4. PVG EMITTER cHAMBER -1 11= $. l•lJUl-am..ET EMITTEI< . ml! •. ,,,,. FVC """· eo NIPR.E 111M ,. FVC l'ITTIN6 AS """'"""" -1 I e. eAAva.s "'"fu..<~JAf I -s. ""''""" Ii 10. l'INl9H o9AADe II :;:;I ~ . . . . .. 9!fu.,.,:;,,/;:;jl 1 It -.. ~ .. '.'' -"',.. , , , I I;; 12. COLUMN / NAl.l.. EMITTER BELOW GRADE 2 X DIAMETER Of' ROOT BALL 'NOT TO SC.ALE I. PLANT C.ROJl'IIN I" ABG7VE FIN15H 6RADE 2. .,:2• LAYER OF MULCH s. l'INISH6RADE 4. PF'.EPAAED BACK-Fil.I. MIX 5EE SPECIAi. CONDITIONS 5, ROOTBALL 6, TYF'. FERTILIZER. BAG 5EE SPECIAi. CONDITIONS ,. ROOTBALL SHALL REST ON COMPACTED SOIL I>. BU6 CAP q, Re 120 DISTRleLITION 'TU31N6 Jo'\15TAKE 10. a,,flTTER II. !'LEX RJ5ER 12. SIS-CA 11'RAL 19. FVG5c.H.40 S'l1'<eT ELLS EMITTER PLACEMENT PET AIL 1881MTIQN f-n1ML LEfAIP SYMBOL DESCRIPTION -MANUFACTURER -MODEL# SHEET# 7 ..1.. Point of Connec:.tlon -L-5 IEI Pressure R0gulator -Villklns -50 HLR L-5 ® Viater Meter and Servic.e Line L-5 $ Elec.tric. Drip Valve -Rainbird -XCZ-LF -015 L-5 s Electric:. Valve -Rainbird -PEE series L-5 @) Reduced Pressure Bac.kflow Devic.e -Febc:.o -825YA -Size As Noted L-5 © Automotic:. lrrigotlon Controllers -Rolnblrd ESP-Mod Y'k:111 Mount L-5 ® Rain Sensor -Ralnblrd -J/'4RC, L-5 I 0 Air / Voc:.uum Relief Valve -Rolnblrd -AR Valve L-5 Drip Flush End Cap -Rainbird -LOC, 16F Cap L-5 NO SYMBOL Multl-Out,et Emission Devlc:.e -Ralnblrd -Xerl-Blrd -XBD-80 L-5 NO SYMBOL Single Outlet Emitter -Rainbird -Xeri-Bug -XB-20PC L-5 (><) Ball Valve -J/'41lklns 850 SRS L-5 0 Quick Coupler -Ralnblrd -44 LRC L-5 Pressure Mainline -Sch 40 PVC Pipe L-5 Non-Pressure Loterol Lines -Schedule 40 PVC Pipe L-5 -~e--0· ✓-Sleeves -Per Detail I on sheet 6 L-5 Elec:;trlc;. Valve De$lgnatlon ~ Controller Station Number / Remote ConU'ol Valve Size Gallons Per Mlnvte (Flo"') EMITTER SC-HEDULE FRE55URE L055 CALCULATIONS PLANT PLANT EMITTERS 6PH FER NUMBER OF TOTAL 6FH TYPE SIZE FER PLANT OUTLET OUTLETS FER PLANT CONTROLLER/ STATION NO. = 1 '@ 14.0 GPM TREES 15 <SAL 2 MULTI 2 6FH 2 4 6FH I < 1" ) WATER METER 1.1 PSI ( 1 1/4 11 ) E3ACKFLOW 10.0 TREE5 24" BOX 2 MULTI 2 6FH 3 b 6PH TREES 3b" BOX 2 MULTI 2 6PH 4 8 6PH TREES 42" BOX 2 MULTI 2 6PH 5 10 6FH < I" ) ELECTRIC ZONE VALvE 23S TREE5 48" BOX 2 MULTI 2 6FH b 12 6FH ' PVC SCI-! 40 -MAINLINE -(112 1) LF 2.03 TREES 54"BOX 2 MULTI 2 6PH 1 14 GPH PVC SCI-! 40 -LATERALS S.0 FITTINGS-20% OF MAINLINE LOSS 1.0 TREES bb" BOX 2 MULTI 2 6PH 8 lb GFH PRESSURE REQUIRED 6l SPRINKLER 30 SHRUBS I GAL I SIN6LE I GFH I I 6FH TOTAL Sl.43 SHRUBS 5 GAL I SINGLE I GPH I I GPH MISCELLANEOUS LOSS S.0 SHRUBS 15 GAL I SINGLE 2 GPH I 2 GPH TOT AL PRESSURE LOSS 56.43 ON-SITE STATIC PRESSURE · 80.0 GROUND I GAL I MULTI 2 GPH I 2 GPH C,OVER PER 4-5 PLANTS RESIDUAL PRESSURE 23.52 NATIVE/ 1/5 GAL I SINGLE h GPH i h GPH i SET PRESSURE REGULATOR -a> 65 PSI C-AC.TI : 4 NOTE, ALL EMISSION POINTS TO BE LOC.ATED ON THE UPHILL i SIDE OF PLANT MATERIAL, l SCALE: I/lb" = I '-0" 0 16 32 41:> 64 NORTH , ,. _,l· AS=BU LT ALLSEASONSLANDSCA E AS-BUILT PER LANDSCAPE CONTRACTOR'S REPRESENTATIVE IRRIGATION PLAN 5MP JOB NO. 615-214 "' v,t<DSCAp<' • Mu1111,y SUMMEllS/MURPHY & PARTNERS. ll-lC. IANIISCN'EA&OfflCIB 341W CDA5T HllHWAY, SUITE 200 DN>IA PONT, CM.R:>RNIA 92629 (949) 443-1446 FAX C949) -443-1631 SMP JOB #615-214 AS-BUil T DATE: AUG. 6, 2007 REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" DATE REVIEWED ~Y: rr,.....;e.,..{ 4::,~ ~-'2.~g"'I INSPECTOR DATE l-----l-----+--------------+--1---+----+-----I I SH5EET 11 CTTY OF CARLSBAD I I SHIE2ETS I , PLANNING DEPARTMENT , ~==-====:::'.'.::::::=======-'=====; LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA 1------1---+----------------t --+---+---+-----11-AP-PR_OVED _____________ ---- l---~---+----------------+---+--+---1----1 PLANNING DATE OWN BY: PROJECT ND. DRAWING ND. I ~:~ :~; ~ CDP 04.56 4S2-4L . DAit INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 8 ,r-___ lO" VALVE FIT V'IITH LOC.KINe::, LID 9/4" PVC. BALL VALVE ' /. SMT (5/4" MHT x SPIN LOC.) DRIP TUBE --- @~1Q,<:::{/Jo9J&c/dQffcJog/jo"'rL-_J SCH. 40 PVC.---- '10 ELL ST NOTE, FINISH GRADE PVC. PIPE PLACE FLUSHINe::, END CAP VALVE BOXES IN THE PLANTER AREAS AND FLUSH TO THE TURF AREAS. DRIP FLUSH VALVE II II 0 • I. AUTOMATIC. CONTROLLER -MOUNT AS PER MANUFACTURER'S RECOMMENDATIONS 2. IIOV POl-'IER SUPPLY (TO BE PROVIDED BY ELECTRIC.AL CONTRACTOR) 9. DIRECT BURIAL V'IIRES IN GALVANIZED CONDUIT ABOVE GRADE TO AUTOMATIC. VALVES IN FIELD 5 AUTOMATIC-GONTROLLER (~ALL MOUNT) 6 10 I. EAVE OF BUILDING 2. RAIN SENSOR, RAINBIRD V'IRC. :3. ATTACH TO BUILDING 4. V'IIRELESS ANTENNA 5. MOUNTING BRACKET 6. EDGE OF BUILDING J/\IIRELESS RAIN SENSOR 1 CD TOP OF MULCH A SUBTERAANEAN EMITTER eox, \:V AAIN BIRP SEB-6X ® AIR RELIEF VALVE KIT, AAIN BIRP XilOOO 0 FINISH 6AADE 0 LANDSCAPE DRIPLINE TUBIN6 0 !3/4-INCH Jl'IASHEI? 6AAVEL 6 DRIP AIR RELIEF VALVE I. BL/(!; CAP -PLL/(5. ALL UNUSED OUTLETS 6. DISTRIBUTION TUBE 2. TLIBIN<So ST AKE i. 1/.2" PVC. SC.H. eo NIPPLE 9. RAINBIRD XBD-eo NIPPLE MUL Tl-OUTLET EMITTER e. PVC. SCH 40 LATERAL LINE 4. FINISH GRADE "1. PVC. FITTIN<So A5 5, MULCH/6RAVEL -SEE REGlUIRED PLANTIN<So PLAN OR FINISH SCHEDULE MUL Tl-OUTLET EMITTER +/-6'-0" TREES EMITTER LAYOUT I. EMITTER TIJBIN(!;, I'll/ INSEC. T PLL/6 . .2. HOLD l'IIATEI'<. EMISSION POINT +/-9'-0" AMY FROM TRUNK OF TREE. REFER TO LE(5.END FOR NUMBER OF EMITTERS PER OUTLET. 9. PVC. SCH 40 LATERAL LINE. REFER TO PLAN FOR SIZE. 4. EMITTER/BUBBLER OUTLET -(I) PER TREE, (I) PER SHf<.IJB. REFER TO EMITTER ON RISER DETAIL FOR INSTALLATION. 5, FLUSH VALVE@ END OF LATERAL -TYPICAL. NOTE, REFER TO IRRIGATION LEGEND FOR MANUFACTURER AND MODEL OF EMITTER/BUBBLER OUTLETS, EMITTER TUBING AND FLUSH VALVES, ETC.. PLACE EMITTER V'IITHIN 6" RADIUS OF SHRUB CENTER, CENTER EMITTER/BUBBLER OUTLETS IN SHRUBS TO BE IRl'<.1(5.ATED TO MIN. LEN6TH OF EMITTER TL/BIN(!;, RUN. MAX. 6' 6' LEN(5.TH. 3 4 12" 1• MIN. 1• Jr~. i' 1111 ir---+--t, I i' 111 I =!----ll I• I. CURB, SIDEl'IALK, ETC. 2. FINISH 6AADE !3. ROUND PLASTIC VALVE BOX Vv' LOCKIN6 TOP (LABELED 6ATE VALVE) 4. PLASTIC PIPE SLEEVE (MIN. 4" DIAJ !5. 6ATE VALVE (REFER TO LE6END 6. SxT MAINLINE FITTIN6 (TYP.) 1. 2 C.F. PEA 6AAVEL SUMP e. SCH. eo PVC NIPPLE "I. SCH. eo PVC UNION (MAY 6E A PART OF VALVE) GATE I BALL VALVE 0 PVC SC.H 00 NIF'PLE ® PVC.-¾H 00 NIP'!"LE (2-INCH (CLOSE) LENc!iTH, Hlc>Dl:N) AND ® VALVE eox l'IITH COVEP,, PVG SCH 40 ELL 12-INCH 5IZI! @ FVC.-¾H '40 TEE! OFl !!LL @) le> TM, ~I5TY'5 le> TM @ e~c.-K (I 01" 4) 0 Ji'IATEFI. PROO!" GONNEc.-TION @ S' MINIMUM DEPTH 01" SM-c>el''5 (I ot 2) S/4' ~c> 61"AYEL ® 1~-INGH LINEAR Ll!NcSTH {§} f'Vc.-MAINLINE OF l'IIRE, GOILEc> @) l'll'E !:>'TRAINER ~ FINl5H cSRAc>E @ CON'TROL ZONE KIT, AAIN 131Rc> TOP 01" MULCH MOPE!!. XCZ-IOOCOM PVC.-SCH '40 GOIJPLIN6 @) PVC SCH 00 UNION FOR @ PVG SC.H 00 NIFFLE 5ERYIGINcS A55EMBL l' /LeN6TH A5 REGI/IREc>) ® PVC SCH '40 MALE Ac>APlcR (@) PVC SCH 40 ELL @ PVC LATERAL PIP!! ELEGTRIG DRIP ZONE VALVE REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE 2 I. HAR.DSC.APE SURFACE 2. CLEAN BACKFILL AS REQUIRED. TO BE SET IN 6" LIFTS. REFER TO SPECIFICATIONS FOR SPECIFIC. MATERIAL AND COMPACTION REQUIREMENTS. 5, LATERAL LINE V'IITH SLEEVE. 4. PRESSURE MAIN LINE 1-'!ITH SLEEVE. 5. CLEAN SAND. e,, CONTROL 1-'!IRES 4 COMPUTER HARDl-'IARE 1-'!IRE SLEEVE. ----· ---------------------- NOT TO SCALE NOTES, • ALL SLEEVES TO BE: PVC. SCH. eo UNDER VEHICLE PAVING AND 5CH 40 UNDER PEDESTRIAN PAVING, AND TJ/-IIC.E THE DIAME:TER OF THE 1-'lORKINe::, PIPE. • ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HAR.DSC.APE EDGES. • CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER J/-IALKS AND DRIVES. TRENGHING / SLEEVING q .2. 6ACKFLOl'II PREVENTER UNIT !3. BRASS UNION 4. BRASS NIPPLE !5. 6RAS5 '10 ELL (T'(P.) 6. 1"!YE STRAINER 1. FINISH GRADE 8. SCH. 80 PVC MALE ADAPTER (TO 5PRINKLEl'<.5) "1. TO POINT OF CONNECTION -ADAPT AS REQUIRED NOTES, • LOCATE INSIDE STAINLESS STEEL ENCLOSURE. IF NOTED ON PLAN • MAINTAIN MIN. 12" CLEARANCE ON ALL SIDES FROM 6UILDIN6S, l'IIALLS, ETC.. • INSTALL PER C.Ml'IID STANDARD DAAl'IIIN6 1'11-20 BAGKFLO~ PREVENTER IRRIGATION DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS • "AS BUil T" TITlE _______ _ REVIEWED BY: INSPECTOR DATE DATE l---+---+------------+--+--+--1-----11 SHIET I Cl TY OF CARLSBAD fsimsl2 ,:;, PLANNING DEPARTMENT LJ;L_j ;==:...::===========:'.-.:::::===; SUMW!RSIMURPHV A PA!mal, INC. lANDSCNE ARomcn J41!U COASJ HIGM'AY, SUll lOO DANA POINT, CMIUlNlt, 9J6l9 (949) 443-1446 TAX Hl 4-0-'lffl SMP JOB #216214 DATE INITIAL ENGINEl:R or WORK DATE INIT>IL DATE INITTAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA ASSISTANT PLANNING DIRECTOR DATE PROJECT NO. DRAWING NO. CDP 04.56 4S2-4L I. II. 61:NE~AL. A. P•rmlts and I"••• Th• contractor ohall obtain and pay Par any ard all, building p•rmlto as r"qulr<td. e. ManvPaet.lJl"'er•e, Dlreet:tone M"""'"ctur .. r'• Dlr,.ctlon• ard d"tall"d dral'llnc:i• shall I><> follol'l"d In all cae<t& Yihere the manufacturer of arttc:.lee veed Purnlefie& d!rect1on& covering points not ehoHn In the drc:u"llnge. and notes. C. Orollnancee anol ~ciulatlone All local, municipal dhol •tat .. lal'le, rul"• anol r"gulatlono <1ovun1nq or relating to an4 pert.Ion oP rrrl_qatlon Nork. Gire hereb~ lncorporatda Into G1n'?I made a part of th6se notes, and t:f,efr provlelon& &hall b6 c.orr"'fed ovt bu the Contractor. An4th!nq c.onta1ned In the&e notes ehall not be ,c.onetru-8d t:6 c:.onPIJet Ylllth Glf1Y oP the ab6Ve rvlee and regvlatlone or req_vlrements of the ecime. However, ~l'ien th,.ee not<te G<lll for or i:l"ecrl1:>" mat,.rlale, l'IC>rkmanehlp, or construction al a better C1UG1llty, hl~h•r standard, or lc:rqll!ilr elze than rs re'?l,ulred by the cbove rulee anlf re9vlatlone,, the provl&lone-oP theiee notee ehall take precedence. D. E><elanatlon of Dral'llnqo I. Du" to th" ecal" or olrOl'lln<Je, It I• r'IOt poeelble to lnollc.ate all olle.,to, Plttln~•• ole<tveo, etc. l'lhlch'lnay b<t r<tqulroc:I. The Contractor ehall carefully lnve l<1<lte the etruc.biral <1nd Plnlehed c.ondltlono alf<tct1n9 all of his l'lork dhd plan I! l'lork C1GGC>rolln<1ly, furnlehlnge ouch ao Plttln<1&, etc.., ao may bo required to meet eucli Gondltlonlf. Drav,iln9s are .generally Zl!agrarrrnatlG <!ind Indicative of the, l'lork to be lnotalled. The l'lork ellall I><> 11\otalreol In euc.h a m"nner a• to avolol conPllc.t& b<otl'le"n Irrigation eyete,mo, planting and architectural feature&. 2. Th" Ccntraetor shall not l'llllfully Jnelall the lrrl_gatlon ~lem oe oho"'n on th" c:lrol'llnc:i• l'lhen It 16 obvloue In t~e Pl"ld that un~o"'" tructlone, <1rad" dlf'Pererncee or dlecrepanclee In area dlmenelone exlet that may n6t hcive been Geneldered In encirneerrnc:::r. SUch obstruction or dlPPerence ehavld be brouc.iht to the attentrcrn oP thS o~ner or LandeGaptt Arcf-irtect ae soon as eo••lbl<t. In the event thlo notification le not performeol, the Irrigation i:::.ontrcictor shall aeeume ¥ult roe-ponstblllty ¥or G1ny rovl&lon necel$sary. SIJElMITT AL.S, A. Mot1>rlal L.let I. Tho Contractor shall Purnleh the article•, equipment, material• or l?rccea..,s specified b.i name In the dral'IIJ,:,ga and notee. No avb&tltutlon 1"11111 be alfo""ed l'llthaut prlaf "'rltten approval c,y Ol'ln"r ar L.andec.c,pe Arc.hllec.l. :2. l:"(Jlpm"nt or material• Installed or Purnleheol l'llthout 1<rlor approval al the Owner or Land&GC::U,e Ar-chlteG.t may be re 1ected and the Gdn'tractor rec:,.ulred to -remaV• etJG.h -mcite,rlail:& ftrom -t1ie eJte at hi& 0Y11n expenel9. e. Mc:inuPacturof"'e ~an"anttea ehall not roll.9Vo the Contractor oP hie llablllty unoler th., gu"rante ... Suc.h "'"rrantle>e ehall only oupplomont the 9u"ronr.,e. e. ~orol and A6-eu11t Pra,..ln<1• I. Tho Contrac.tor •hall pro-;>1"10 anol uep up-to-olote ~omplet" ae-bullt olral'lln<1• lnollcatln<1 location, •lz.,e, and klnde o, equipment lnetall,ool, Prlnte for thli' purpose n'\'a4 b<t ob<alneol from the Lc,noleC:-ape Archlt.,ct c,t coet. This set of drCll'lln<111" ehall I><> upt on th" elt" anol elhc,11 I><> uo9d onl~ as a record eet. Ae-bUllt olral'llngo ehall I><> pre,par,,oi by th" Contractor. :l. These dr~lnGI& ehall aleo serv• a• Jo'\lork. proGireee eheet111 and the contractor elfall make n""t anol leqlbl" notations thereon dall4 as the l'lorl<. proe.,.,c:16, ehol'llng th" "'orl<. ae It Ii' ac.tU<lll4 lnet<lll.,d. Thee" dr<l,..lng• ehall l:>e avallabl" at c:ITI tlm"• Par revl""' and etrall I><> ""Pl In a location dssrgnated by the Oi"lner or Landscape, Archlte-c.t. !!I. l'ePore the date oP the flnc::il obe.srvatloni the Contractor &hall trGlnsPM all Information Prom the, "ae-bullt" print& to Gin ozalld seP.la mylar, pr-oc::.ured Prom th" LandseC1f?e Archltoc.t. All "ark •hall be neat, In Ink o~ol eubject to approval by thdl Ol'lne,r. 4. The Contractor ehall dll'l'IOnelon Prom tl-'\to (2) "ermanent points oP roPerenee, bulldfng corner&, &lde~lk!, or road lnterseGflone, etc;.., tho loeatlon oP tho lallal'llng lt.,me, a. con,,.,etlon ta <t><lotlng l'later llnae. b. Connection to .sxlst1n9 oleetl"lcc::11 poW19r. c:.. 6'Glte Valves. ol. Routing oP eprlnkler pr.,.eure """" (ollmenolon max. 100' alorg routing). e. Sprlnkfer c:.ontrol varvee, f. Routing at control l'llrlng. g.. G!Ulck coupling valvee. Fi Other relatea equlpm.,nt ae ollr.,cteol by Oi'irer. 5. On or-bel'ore the date oP the f"lnal approval, the Contractor shall dellver on" (I) e<0t oP e<0pla m~lare of "a•·bull!" plans ta th" o,mer. D,ollvuy al the eeplae rtlll not rOlleve the Contractor oP the responslblllt!-J ofl Pumlehlng r<tqulred lnPormotlon that mo~ I><> amltteol from the prlnto. c.. controller 'ifharte I. "Ae•bullt' olral'lln<1• ehall I><> erepareol bu th" canlraetor anol olral'llnqo ehall I><> approved by thb Ol'lner i,.,Pori. the c.ol\traller c.hc,rto are, pr<>parea. 2. Provld" one contrall"r chart IOI' each controller supplieol. !!. Th• chart shall shol'I the ar<ta c.ontrall"ol bu th" autam"tlc. c.ontroller anol shall be the mcixlrnvm &tze r-1filch the controrfer door YIIIII Glllo!III. 4. Th" chart le to b<t a reoluceol olra,.lng oP thdl actual as-built eyet9m. Hol'lever, In the ev.,nt tf-ie eontrol ler ec,c;:i.venc• Is not leqlble li'then the ,,,..al"'llnq I& redueed, It ehall be enlarged t'o a size that wm be r"8Gldable }'o,lhsn Feduced. !!. The ehart ehall I><> a l:>lackllne or bluelln" ozallol P.rlnt anol a ollPP.,rent eolor ehall be veed to Indicate the area of coverage Por ecu;h etatlon. 6. l'ihen completed c:r,d approved, the chart ehall I><> hermetleall~ eealeol bet""e11n f!"'lo (:2) piece& 01' plastic, aach piece bdttng a mlnlmun,' of lo mll thlGI<.. 1. Th""" ehorte •hall b<t eompleted and approved prior to Pinal""'"' observation al the lrrlgatldn oyetem. c,. O~r"atlon and Malntenanc:.e Manual• I. Prepare and "'"liver to the Ol'l~r l'llthln ten (10) calenolar olaye prior to conipletlan ol conetruc.tlon, l:l'lo (2) hard cover blnol,ore ... 1th thf"<! ring• Gonfa!nlng the Pollowlng lnP'ormatlon, "· lncl"x eheet etatlng Ccntrac.tor\t aololr<tee and telec,hon" numl><>r, llet aP •ci_uli,ment !"11th ncnfee and addreeeee of local manu'l'actvrer'• repreeent-atrvS&. b, Catalog and parts sheet• oP every t~pe of material and oquipment lnot"ll<OGI. G. 6vclrantee statement. ol, Compl,ot,o opuat1n9 c:r,d malntenc,nc,o Inetruc.tlon on all maJor equipment. 2. In addition to the above mentioned malntenanee manuals, provide the approprlat .. malnt .. nance P"reann"I "'Ith lnotruc.tlono ,ar major equlpm,ont. E. l!qulpment ta be l"urnleh<tol I. 5\!pply the appropriate malntenanc<> p"r&onn"I "'Ith the follol'lln9 tool•• a. T...a (:2) eete oP speclal tools raq,utred ftor rernovll"h:J, dleassemb1Jn9 and aoljuetlng each t~pe of eprlnkl"r anol valve eupplled. b. Tl'lo (2) five (5) Poat valve l<ey• Par operation oP gate valv"•· c.. Tl'lo (2) key• Per each automatic controller. ol. one quick coupler uy anol matching hooe Ol'IIVel Par ever~ Plve, (5) quick coupllflg valves ln&tatred. 2. Th• above mentloneol e<1ulpment ehall I><> turn"ol ovu to th" o"'n"r at the conehJ&lon of the project before flnar site observation can occur. I'. Handllng oP PVC l"lp" l'lttlnge The ContrG1etor I& <:-c:1vtloned to e,xerclee care In handllng, loadlnGJ, unloadlnci: and •torlng al PVC Plttln<1e. All PVC Rlf'e ehall lie Plat ea a6' not to eubleet It ?a uni:iJe bdindlnr:::t oP corfcttntrated extt,rnal load at ani.t point. Ani.t section oP pli:,e that. has beet, dented or damaged ~Ill be dlecar""del:I and, IP lne'f:alled, shall be r"pl"c"d i'llth noi'I piping. Pip<> anol Plltlnge shall not be etor.,ol In direct eunllght. 6. 6uc:1rantee I. Th• <1Uarante<t Par the sprinkler lrrlg~lon eyotem eholl be mad" In aceorolarc" i'llth nio attaehed Parm. 2, A eop4 al the guarantee farm ohall be Jnc.luoled In the operations anol malnt:efianc;.e mG'fnual. a. The guarantee P«m ehall be r<tl:uoeol onto th" Contractor'• lett,.rh<taol anol mue.t G.ontaln the Po11o~lng lnPorm~tloni l'l<o h•r"bu quarant..., that the eprlnkler Irrigation •!!St"'" "'" hav" Purnleh"ol and lnetalTell le free from o1 .. 1 .. tto In materR:lle anol l'larkmanshlp, anol th" l"'lork hae been Gompleted In aGGordance Ylllth the dral"'lln~ and notes. Jf'ie. agree to repair o,-f'eplac.e a~ dePecte In materlale or-Yiorkmanehlp, lnc.luollng e10ttlln<1 of bac1<,illed area& belol'I graol", "'hlch may "'"""'Of' olurlnq ii,., pe,rll5'ol al """ (l)i;ar from olate oP ac.ce,ptc,nce anol "l•a to reP,alr' or r'eplace G1n1.t dama ree.ultln_c:::r from the repalrlnc::i or replaelng oP euc.h olelecte al no alldltlan c.oet to ffie Oi'iner. ro> ehalT mal<e euch repair& or replacement& ~lthln i:2 hour& of notlffcatlon that repair 1'1/0r"k Is ne;ces&ar!-J, ln tlmiei, after reeelP,t of l"llrltten notice from the Ol"'lnsr, 1'>18 author-lze the Or,iner to proee,ec:f to have said repairs or replaGemente made at 01Jr expenee,; ahd lo'lle r-1111 pay the co&te and charge& there¥ordll upon olomc:r,ol. IRRIGATION NOTES Ill. Project, ________________________ _ Location, __________________________ _ s19n .. o1, ___________ ....,.. ________________ _ contractor Phone, ___________________________ _ Dat" ol Aeeoptanc..,, _____________________ _ MA Tl:RIAL.S A ,s.,noral, Uee only nel'I material& oP branole anol typ ... noted on olral'llnge, epeclPlod herein, o.,,. approved eque1le-. B. PVC Pr<t6eure Main L.lne Pipe and Fittings I. Solvent ...ieldod t_ype preesvre main lfne piping ror elzee 2 11 and larger shall be PVC Clase SI!:>. 2. Pipe shall I><> maol" from NSF approveol Tu~" I, 6raole I PVC campounol COnPormrnq to Af:in--1 re&ln apeclPlcc::1tlon D4'18'4. All_ plP.e must meet roqvlremernt,. '°" set forth 111 Fed~ral Sr;,eclffc:.atron PS-2:2-10, ""'th an appropriate etanolard ollm,.nolon CS.D.R:.I, oolv.,nt-l'lelol pipe. a. Pr"••ur• main line plpln<1 for alz<te 1-1/:l" anol emall•r ehall I><> PVC echec:lul<> 40 l'llth oolv,.rft-,.elolool Joint•. 4. Pipe ehall be made Prom NSF apprDved type I, 6raole I PVC eompound c:.Onforml~ to ASTM reeln epeclPlcatlon 118$. All pli;,e mvst meet r-ec:,.u1r•-mente oet"larth In Feoleral ,:;peclflc."tlan PS-:22-1O !!5olvent•l'lelol pipe). !5. PVC ealvent-,...,ld Plttln<11 ehall be !5ehedule 40,J-:2, 11-1 NSF af.'proveol eonPormlnq to meet AS1'M teet proeedure D-2.-.e-6 as manuPactured by DurC1 lndu!t.rles. 6. !lolvent <>em..n~ =d primer for l"'VC ~iv..nt..,,.,ld pipe c,noi Pitting• &~all bo al type and lnetallatlon method pr.,eerlbed by th<t manufacturer. ,. All PVC pipe muot bear th .. lollol'llng mark1n91, a. Mc:inuPactvr-er'a name. b. Nominal pipe elze. c. 5G.hedule or Clase. ol. Preeeure rc,tlng In P.S.I. e. NSF /National Sanitation l'a..,olatlorv approval. P. Date DI Extrusion. 9. U.P.C. Shl,.lol L.o90 OAF'MO Approval). e,, All Plttln<1• ehall b<>ar the Monufactur,.r'e name or traolemarl<, material c:teelgnae-lon, size, appllccible I.P.5. eelied1Jle and NSF seal oP approval. c. PVC Non-f'r.,eeur• L.ateral L.lne Piping I. Non-preooure burleol lateral line piping ehall I><> PVC Claes :200 l'llth :2. eolvoint-""eld Joint&. Pl!Oe •hall i,,. maole Prom NSI" approveol, l<l'>O I, 6raole II PVC c.ompounol Gbnlarmln<J to ATEM r"eln epeclllcatlon D-1184. All elP" muet meolt requirements eet ,arth In Feoloral s,,eclflcatlone pe-22-1O ,.,th an appropriate etandard dimension rat~o. 9. Except ae r'IOted In i,ara<1rache I anol 2 anol part 1:1 al thl& ..,etlon, all requlrem.,nte /or noh•preeeLlre lateral line pipe anol Plttln<1• •hall b<t the ecime as for solvent-~eld preseure main llne plp19 and flteJngi& a& eet forth In part e oP thle eectlan. 4. Non•P""""ure lateral II"" pl!,lng lnetalleol on elop" our,oee ohall be WR-PVC echeolule 40. PIP" ehall "'e PVC 1120 J\/P.I> I, ,!;rad" I, manufaetureol In ac.~orolanee l'llth ASTM d"elgnatlon D-li'es. Pip'° ehall be manulactureol by l!lrol'ln line Pipe Comp""!l· !5. Fltlln<1• shall I><> WR-PVC 11:20, Tl>!oe I, .Sraol" I, manuPactureol In acc.orolanc.• Nilh A5TM ole~l9'!at1on D-2246. f'1ttln<1e ehall b<o schedule 40, anol manufacturod i:;y Brol-'\lnllne Pipe Company. 6. !lolv.,nt cemeont ehall I><> Brol'lnlln" Bond-Tltl" c.,m,.nt eonParmln<1 to th" r"<!Ylremente al ASTM ole•l<1natlon D-:2564. l's>P.IY ar approved P,rlmer prior to the aepllcatlon al eroNnllne 6onol-Tltle !Solvent C...m..nt l'lhe,n Joining WR-PvC pip" and Pitting connec.tlone. ,. Rle"r olablllzere ohall be per oletall. e. l"lpe etal:>lllzer shall bo per dstall. 'I. Rle,or aolapters eholl bo oP WR-PVC mat.,rlol ,..,th eocklng ocrol'lo anol •hall be Elr<>l'lrllne No. SHR-550, SAA-50O, or 5AA-,oo. D. Braee Pipe Fitting• I. l'lh•re lndlcatecl on the olral'llnc:io, uee rool brae• ecr""'""' plpo conforming to Fed.,ral Specification No. YiP'l·P•SSI. 2. l"lttlnga ohall i,,. r"ol bro•• c.onPormlng to Feoleral 5p .. c.1P1catlon Ho. Y>ll'l·P:.4E>0. E. Copper l"lpe Fitting. I. ·c:apper P,IP" shall be TYP<I 'K', hard tempereol ASTM e&e anol Plttlnge eholl be l'lraugnt eold"r Joint type In accorolanc.e l'llth ANSI Bl6.:2:2. 2. Joints ehall be oololereol l'llth ellvor eolol..r, 45!1; ellver, ISSI! c.opper, 16SI! zlnc1 :24% cadmium and &ololor at~!J25 F, conforming to A5TM B'206 anol Feaeral 5p<,c1flcat1on aae 006=. F. Thruet l!llocko I. Thrust blocko Par rlng-tlte pip" shall be aP elzo anol typ• requlreol by th" manufactvrer1e, lnetalTatlon gtllde, 2, Form thrust bloc:.b In euc:.h a mcinner to pr•v•nt an1.1 conc~t• ,rom c.omln_Q In contact l'llth the pipe. Thrust blocko shall be i:,.;i,..een solid eoll and life flltln9. 6. GMck Caupllng Valvoe I. G!Ulck couplin<1 valv•• ohall have a on• or tl'IO IOleee body ole&l"'""ol Por l'IC>rklng preolur" al 150 P.S.I. operable l'llth q~lek couple!' key ?>r &l'IIV"I key. :2. Quick couplln9 valv"• ehall I><> per olot"II. H. Bocl<PIOl'I Prev.,ntlon Unite I. Bockflol'I prev<tntero and/or vacuum breaure shall be of •Jze anol tu~" ae lndlcateol on ths c:1ra ... 1n9e. All sprinkler lrrlqatlon 04eteme that ar" C1'01n9 Y'tater Prom the, potable Y'toter eystem shall Fe~ulre baekP/oY't pri,ventlon. All backPlol-'\I prhventlon unite ehi!!ill be lnetalled In aGGordanGe l'lllth requlreomente eet Portn by loeal codee and County Hocilth 0epcirtment ,-ect,ulremente. :2. Y-l/e Strainers or backflo..,. i,reventlon unite shall have Gl bronzed ecre!'lfed ~du for sizes :211 and emalfer and 125 lb. Gci&t 1,-on flGlnc:Jed bod1.1 ¥or &lzee 2 l/211 and lar:-<=1er. All w49 etralnef"a ahall have Cl minimum 90-me'&h monsl oc.r,,en onol eh"c,11 b<t elmlrar to Balley No. 1006 or approv,ool equal. I. Check Valves I. Si'lln<1 c.heck valves 2' ard emaller shall b<t :200 lb. ~.0.6. bronz" con-e.trul'tlon ~Ith rar,laGeoble GOt'YJ'OSltlon, neoer;en• or rubber dtsG Clnd ehc:ill mtset or exeoed f=ede-ral SpeGlf'Jcatton ~-Y-Sldi C.laee A, Type IV. :2. Antl-olraln valve• sh"II I><> oP h""V4 olutu virgin PVC conotruc.tlon ,..,th F.I.P. thread Inlet and outlet. Internal p~rte '!,halrc>e etalnlese steel and neoP,rene. Antl•olraln valves ehc,11 I><> flelol ad luotable anol must provlol" from !! to '40 fe,ot ol heaol. Anti-drain anol excess Plol'I valve ehall I><> similar to the Vale.on ADV or approved equal. J. .Sate Valvo• I. e.ate valve, !!" onol emaller ehall I><> 12!! lb. SY-IP bl"onze <1at .. valv<te l'llth ecrdw-rn bonn.et, non-rl&lnc:i stem ond solid l"'tedge disc., aric:I shall c:.onflorm to Fed,.rc,I Sp<,c.1P1catlon i"il"FY-54, Type I, Ciaos A :2 • .sate valves S' and emaller ehall have thr,.aoled "nole anol ehall I><> equlppeol l'llth a bronz<t hanol "'heel. 9. Erate va!Vf!!S !I" t.1nd emaller ehall bdJ elmllar to thoi,e manuPaetured by Hammond (60'! Serlee) or approveol equal, K. Control ~lrln<1 I. The ,.,.,ctr'Tcal eystem •hall I><> lnstall<td In aGGardanc• l'llth th• National 1:1 .. c.trleal Cod" moot reeentl4 c,ciapteol bu the Cil:,.1. Cannac.tlon& bet"'"'"" th" automatic eontrollere and th,r electrle co~trol val\"ee ehall be made .-.Ith ollrect l:>urlal copper ,..,th --U.F. 600 volt. PIiot l'llr"• ohall b<o a dlPfuent c:.olor Y'tlf"e ,or Stich automatic:. Gontr"ollsr. common l'll!f'ea shall be ...ihlte with a different c;.olor stripe for eac;h automatlG controller. lnetall In ac.cordanc:e with valve manuPaceurer'& &pee!Plc:.atlon& cinc::f r,ilr-e cnGlrt. In no Gc:::ise shall Nlr-e elze I><> leee than No. 14. L. 2. ~lrlnq ehall oec~ th<t same tr,onch anol shall I><> ir,etalled along the eame rout6' ae prooou/'6' eupply or lateral lln"• l'lherever poe&ll:>I.,, a. ~ .. r., more than one l'llre le plac.eol In a treneh, the "'Iring ehall b6 tapeol tog"th"r at lntervale al 10 Peet. 4. An oxpanelon curl ehaulol be provloled l'llthln !! Pe .. t oP each ,clre c.onnectlon anol at each ch~<!" In ollree!lon. l:xpanelon eurl• •hall be formool bu "'rapping at least live (SJ tum• al l'llre around a I" oll<>met..r pip.,, then l'llthdrtll'lln9 the pipe. !!. 1"1.,lol epllceo betl'l,oen th<t automatic controller anol elec.trlcal <.antral valve• 1'1111 r'IOe be allol'le,d i'llthout prior c,pproval of O"ner and/or City. 6. All spllc.<te shall b<t maole l'llth Scotch-1..al< No.!!!516 Connector Sealing Pacl<.t, Pen-Tito ~Ire G.onneic:.tor or" approved eqval. Use one eonneG.tor setillng pack. Par each epllce. Autam<Jtlc. Ccntroller Tho automatic c.ontroll"r ehall have the minimum numb.tr of etatlans "" lnollcateol on the olral'lln~ anol ehall l:>e c.ompletel4 <1Utarnatlc. In 0Rer<1tlon. It eh<1II ele-c:.tronlGG11ly etarl: the ~rlnkler Gl,/ele Zlnd elec:.tronlcc;i/ly time the lndlvldual etatlono. Co11troller anol valve ehGIII l:>o a• etat"ol In th" Irrigation legenol. 1-f. OUtoloor Automatic. Controll"r l:ncloeure I, All automatic. •!""Inkier cantroll,ore Installed out.Ide al a l:>ullollng shall I><> "'all mountied l"'llthln a vandal reelstant. automatic Gontrallier encloeur-4. 2. Th• ovtdoor controller e,nc:.loeure ehall ~ ae epec:.IPled In the dra~l~e. l:nc.loour"• •hall I><> equlppeol l'llth on on/off •"'loch Par 110-Volt pal'lef eupply to controller. !I. Pair,t controll"r eneloeur" c.amelet .. 1y 1ns1olo anol out ,...,th tl'lo eoat& of ruet-reoletant paint per Ol'ln.,r& ollrectlon prior to Installing cortroller. Cclor anol type to l:>e eelolcteol by 0'11'1er. N. Control Vc,lve Boxoe I. Us" 'I" X :24" rounol be>< Por all gat .. vlavee, Braol<e (or approv"ol ,oqual). 2. Uo" 'I 1/:l" X 16" X II" rec.tan<1ular box l'lllh qreen bolt-olol'ln cover Par all olectrleal control valv"•• Cdroon lnoluotrl.,,r 1416-126 or approv.,d equal. 0. Sprinkler H<tac:le I. AH SP".lnkler heoole 11hall be of th" eam" &bee, tqp!!' mo! ehall o1 .. 11v.,r the eam" rat" al precipitation l'lith th" ollameter (or radl[Je) of throl'I, preeeur" onol dlsc.ha,-9e a& shown on tho plcins. 2. Spray heaole shall have a oc.r""' ao!Juetment. S. Riser Unite shall b<o ,abrlcateol In accordance l'llth tho o1 .. ta11 ehol'ln an the plane. 4. ~leer nlpplee Par all &prlnl<l"r heaole &hall be the &am.. &lze ae the rle"r op.,nln9· lh tho eprlnlddr booly. !I. All sprinkler heade oP the earn• type ehall b<t al the oame manuPaetur,.r. IV. INSTALL.ATION PROCl:DURl:9 A Site Ccndltlan& I, ExerclN extl"eme ec'!ff"o In e><c:.ovl2tln9 Glnd l"lor-kll'\GI near •xletlnc:i utllltle&. Contrcictor &hall be r-e,e,pc,nslblo for c::lama9ee to "TJtllltlee l"'lhlch 'bre GG1ueed by hi& operation• or negl.,t,t. Cheek exlolln9 utlllty olrCll'lln9• Par existing utlllt~ loc.aelone. 2. Coorollnat:,, lnetollatlan aP th" ep,:lnkler lrrl®tlon materlale, lneluollnq pipe, eo there ehcill be NO lnterPorence Jl'(lth the utllrt:le,s or other conetruetl'5n Or olllllculty In pl<lntlng wee, shrul:>9 and ground caver&. e. The Contrac.tor ehall c.ar .. Pull4 eheck all qrad<t& ta eatloPy hlm&l!IIP, that he may proc"od b<oforo st<>rtlng i'IOr'I< on the epl'lnkler lrrlg"tlon eyotem. B. i'later Sur>pl4 I. Sprlnkler1rrl<Jallon e111tem shall I><> conn.,eted to i-,ater euppl~ point& al eonneetlon aii lndleat'ed on the dr-al-'\lln9e. 2. Ccnn<tctlone ehall I><> maol" at approximate locotlone a& shol'lr on olral'lln<Je, Contractor le responalble i'or mll"ior c:.han9•• cc::tveed ~ G1GtV<:1I site <:-ondlflons. C. El,.ctrlc.al !l\lf'P14 I. Ele,c:.tr-lcal G-oi'inec:.tlone Por automatle G.ontroller ehall be made to olec:.trleal point• al eonn,.ctlon ao lnolleated on the olrol'llnge. 2. Ccnnec.tlone ohall b<t maole at appro><lmate locatlone ae ohol'ln on dr<1l'lln<1&, Contractor le responslble for-minor chongee GQU&ecl by aGtvat site conditions. D. Trenehlng I. D~ tr,onch"• •lral<1ht ancl support pll><t eontlnuouel4 on bottom oP trench, L.c:,y pl <t to an "v"n gl'aole. Trenehlng "xc.avatlon ohan Pollo"' layout lndlc.ated all i:I aNlng• ancl ao l'ioteol. 2. Provlole a minimum al :l4" oP cov"r Par all pressure eupply llneo S' ancl 4' In elzo. a. Provld" for a minimum of 1e• al cover Par all pr.,eeuree oupply llnee 2 1/:l' arol smaller. 4. FrovJde for a mlnlmtJm cover oP 1211 ftor all non-preeeure llnee. 5. Provide for ,o mlnlmvm cover of' 1e11 for cill c:.able Nlrlng In c:.ondult, and 24• Por ollrect burial c.obl,oe. E. l!!acl<fllllng I. The trenches ehall not b<t baekfllldld untll all requlreol t"•t& are performed. Trenchee ohall b,o earefull1t backllll"ol ... 1th the e><cavateol matulaloiE•prov<td for bc::IGk.Pllllnc::i, eonsl&ttng 6¥ ear-th, loam, eandr.1 c:.lc::11.1, sand or other ap roved materlals, i'ritfe, Prom large clod& o, earth or 11,toni!ie.. Baek.PIii shall mechan1Ga111.1 c:.ompacted In londe.c:.aped areas to a dr'i.t dene.ltu equal to adjacent uriolleturbeol eall In plantlnq areae. Back,ill >11111 conP6rm lo ao!Jac.,nt grades ~lthout dlpe, eunk.e,n breae, lwmps or other surPac• lrre9vlc:1rltfee,, :2. A fine <1ranular material baekPIII 1'1111 I><> lnltlallu placeol on all llneo. No Parel9n matt..r 1arger than 1/:l" In elze 1'1111 I><> permltto!ld In the lnltlal backfill. !!. l"looo!Ing of tr..,ehe• 1'1111 be permltteol only l'llth c,pproval oP Ol'lner and/or City. 4. IP .. ttllnf, occurs arol eubeequ<tnt ad_,&tmente In pipe, valv..e, eprlnkler h<tade, lovien or lantlnq, Dr' other" c:.onetruet16n ar• necel!&ar~, the contrc::tctor ehall maka al req1Jlr'"'etd a~IJ&tment& ~1thout eoet to OV'llnll!Br': I". Trenehlng ancl l!!aekflll Under Paving I. Trencl'lee IOCC1ted unc:ldlr aroae ffliere 9.avlng, <;ieP,holtk:. eonc:.rete or c;oncret:e 1'1111 be lnetall"ol eh1=1II b6 backflll.,ol 1'111:h ooncl (a layer 6' belol'I tl,;;, pipe anol !!" above the pip&) and c.ompacteol to "qual the ioomictlon a, the .,x,etln<1 aollace,nt unollsl:<lrbeol eoll and shall be hoftr In" firm un lelol~n c.onolltlan. Air tr.Jnch"• ohall be left flush i'llth the aol lolnlng grade. e e Inkier Irrigation Contr<::1ctor eholl eel In plae .. , cc:,p and'pr.,e§ure teot all pl Ing """'er paving prior to the paving l'IC>rl<. 2, .s..n.,rall4, plpln<1 urol<tr e><l&tlnq l'lalko le don" bu lackln<J, borlnq or h4c:lraullc. driving, ..ihE>l"e cfnll c:.uttlnci OI" bfeak.lnc::1 oP sldeY11dlJ&. and7or eonareite 1s neG-e&eary, It ehan be d6ne and r-eplZleed bt..i the GontraGtor ae port oP the contraet ;,09t. Pormloolon to cut dr i:..-oak &lol81'1alko anol/ar cor\Gret"' shall b<t obtained Prom th" o ... n,,r "nol/ar Cltu. No h~draulle driving 1'1111 be permitted unoler c.oncret" paving ar AC. p<lvlrl"g. a. Pravlole a minimum eov"r oP le' i,,.t,....,..n tho top oP the pipe anol the bottom al th• aggregate bae" for all presour" anol non-preeeure piping 1netalleol unoler aopllall;Tc. concrete paving. All sleeve• under paving ehalr be Schedul" 40 PVC. 6. Aeoembll"• I. R.out1n9 a, sprlnk.l<tr lrrl<1atlon line& ao lndlc.oteol on th" olro,..lng& le dlagram-matJG-. ln&tdll llnee (onc:rvarloue cieeemblles) In sueh a mannl9r ae-to corWorm l'llth the detail• per piano. 2. lnotall NO multlpl" aeoembll"• on plaelle llnee. Provlol" ""ch aeo,.mbly l'llth Its ortn outlet. a. lnotall all aeeembll"• epeelPleol heroin In aeeorolanc• l'llth reopec.tlve d<0tall. In aboenc" al oletall c:lf'a>'llng• ar opeelPlc.atlone pertaining ta op.,clflc lteme required to complete work.i perform suc:.h lo'llork. In aceor-di5nee with 01-'iner". 4. PVC Pip<> c:,noi Pitting• ehall be tharougl)ly c.l.,aneol aP dirt, oluot anol mo1eture befofe 1netallatlan. lnotallatlon arol eol\Tenl l'lelolln9 methaolo •h"II I><> a• recomm..ncled by the pipe anol fitting manulactur•r. 5. On NC to metal c:.onneetlons, th• Contr-actor tihall l"lor-k. th-9 metal c:.on-n,octlono first. Tellon tape, ar aperoveol e<1ual( ohall b<o us"ol on all threaoleol PVC to PVC anol on all threaol~ PVC to melt"I lolnte. L.l9ht "'rench pr.,soure la all that le required. l'flere threaol<td PVC col'l,,.,ctlons ar" requlreol, use threaolool PVC ololaptere Into "hlch the pipe may l:>e l'lelded. H. 1..1"" Clearance All llnee ehall have a minimum c.l,.arance oP 6" from ,9ach other anol Prom llnee oP other trades. Pal"'Glllel llnes ehall not be lnetcilled drr-ectl~ over-one another. I. Automatic Controller Install as ~r manvPac.turer'e Jnetructlon. ~mote c.ontrol vci!ves ehall be conneGi:ed to eontroller In n1.1merleal eeq,ueneo as sho~n on the dra~ln9e. J. High VoltCl<le il'llrlng for Automatic Controller I. 12O-volf' po""'r c.ornectlon to th" automatic controller ehall be provld"ol by the Irrigation Contractor. ::i:. All eldctrlcal Nork ahall c.onPorm to toe.al codes, ordinance& Glnd un!Gln authorltlee tiav19 Jurlsc:llctlon. K. "'°mate Control Valv"• lnetall 1111here ehortn on the dra~lnge and detalle., ¥+tern (:!rouped to,c::iether allol"I c:tt leciet 1211 betr-ieen valves. Install each remote contr<51 valve In ~ eeparats valve bo><. L.. Fluehlng al Sustem I. APl.rr all II"""' sprinkler P,IPe lino& ancl rleue ar" In place ard c.onn<>cteol, all MGdS&c:ir14 dlV8r"&lon NOrK has been c:.omrleted, and prior to lnatallatlon oP oprlnl<ler 11eade, the c.ontrol valveo shal be open,ool and a lull head al l'later u!oeol to flu&h out the •~•tem. :2. !=lP"lnkler h"aolo ehall be lnetall.,ol only oPt"r fluehln<1 oP the eyet.,m hao b\oen ac.complleh<0ol lo the complete ll'atlefactlon ol'"the Ol'lner. M. J3prlnkler Heaole I. lnotall th" &i,r-lnkler heaole oe oleolq'lat"ol on th" c:lral'lln<1•• Si:>rlnkler heaole to be Installed ehcill be equlvalent In ?Ill respet:.t& to thoeertterTllzed on plane anol In oletall6. 2. !loac.Ing al h•aole eholl not e><ceoc:I the maximum lnollc.alsol on th .. dral'llnge. In no c:.a&e eh all the spa~lng exeoed tne maximum recommended btj the manufactvrer. N. !!,doting Tree& l'fler" it le nec.eoeary to <txcavat<t aol~ae"nt to e>detlng tree&, the Contractor &hall ue,o all poe111:>1..-c.are to avoid In Ur'II to tr""• an<rtr"e roots. Exeavatlan In areas Nhl!!lre 2 11 and IGlf'Gi&r r-oot& o .ct.rr ehall be done ~ hand, All root& 2N and larqer In ollameter ""eept dlrectl~ In the path al plf<" or conolull, shall I><> tumel.,11' unolor anol shall bo heavl~ "'rl:lppeol ,..,th burlap ta prevent ecarrlng or •><c.,oelve dl"\llng. ~u• a dltchln mat.Hine le run clo•e to tree• having roc5te emaller than :2 11 Tn dlometer, the ~ I of the trench GldJacent to the tree: ehal/ be hCl"ld-tf'lmmeid, maklnq_ clean cute t:hr-ou9h. Roots I" anc:l larGft!!r In diameter &hall bo painted ~Ith tlo'llo12) coat& oP Tree Seal or C1t::!1JG1I. Trefi'chee ad 1acent to treee ehall bo closed Yilthln 24 hoursl and Jo'\lhere thl& la not. r,?oselbl~i the &ld19 of the trench odJoeent to the tr.,e """II bo kept ohadeol l'llth l:>urlap or c.anvae, 0. Field G!uollt4 Contrcl I. Ao! Justmd'nt of the eyetem a. The Contractor shall flush anol ad luet all eprlni<le,r heaole Por optimum performanc.e anol to pr,ov,.nt eoe1>11:>le overepray onto l'lalko, road"'"Y•, arol bul Id Inge ae muc~ as po••lble. b. i, It lo olotermlneol that ad luetmonts In th" lrrl<1Qtlan equlf.'ment 1'1111 provlole eroper and more aol<tquar" covera<1e, th" C5ntractor •hall make euch ad Kletm .. nto f'rlor to plantln<1, Adjustment• ma~ also Include chang"• In no:fzlo s.lzoe and de9rees o'fl ar-c:. as requlf'ed. c. i..ol'l.,rlng raleeol eprlnkl.,r h"aole by the Contr"etor ehall I><> aec.omplleheol ... 1thln 10" oiayo altelr notification by Ol'lner. ol. All eprlnkler heaole ehall I><> set perpenollcular to Plnleheol graolee uni""" otherYClee deelgnated on the plane. 2. Teetlng oP Irrigation eyotem a. The contractor ehall r<t,;tueet th .. pree.,nc" al the Ol'lner at leaot 4e, haure (t,..o l'IOrl<lng dayorin "olvarce of teotlng. b. T<tet all preeeure Un•• unol"r huolraotatlc pr.,eeure al 150 Ibo. PM e<1uar" Inch Cl"ld prove Y11atertl9ht. Te~tln.:::r o, pr8eeure marn l!nee shall oGcuf prior to lnetallatlon of oleetrlcal Gontrol valves. c. All plplnq """'°" paveol ar.,ao ehall I><> teeteol ""oler huolrootatle pr.,eoure al 150 115'& per square Inch arol proveol l'latert19ht prior to paving. d. SUetaln preeeure ln llnea f"or not leee than 2 houre. 11' l•ak.a develop, replaed Joints and ropeat test vntll entlf"e system I& proven ~atertight. •· All hyolroetatlc teeto eholl be made onl~ In th" pree.,nc" aP the Ol'ln.,r. No pipe shall b<o backflll"d until It ha& l><>•n lnopecteol, t"oteol anol approv.,ol. f, contrac.tar •hall lurnloh neceseary Poree pump onol all other teet equipment. 9. ~ .. n the eprlnkler lrrlqatlon e49tem le completed, P."rlorm a c.overaie teat In the{Eeeenc.e 6P the Of.Iner to determine If the .-.iater c.ovora e lar plantln areas le complete and adequat... Furnreh all mat<trlale nd s:,erPorm c:i t"4or-k. r"l\!tGIUlre~ to Garrl9Gt an1.1 lnadsquaclee ot coveraqe due to devlat:.lone Prom prcin, or Nhere the &~item ha5 been J111!11i'1Jll4 lnstc:llled as lnollc.at"ol on the olral'llngo l'lhen It lo abvlouoly lnoolequate, i'llfhaut bringing this to th• attention of ?h" Ol'lner. Thi• 1 .... t eh"II bel "ccomplloheol before any 9rounol Gover le plant.,ol. h. t.bon c.ampl<ttlon aP each phae" at l'IOrl<, the entire eyotem shall b" tested olnd ad)i~teol to meet ell:<!, requlremente. P. l"le,lol Oboervatl'or Sch'°c:lul<t I. Contractor eholl I><> r.,eponelbl• Por nolll'yl119 Ol'lner In advance far the follol'llng fl"ld oboervatlono acearolln9 to tmo time lnolleoteol, a. Pr"-Job c.onPerence • :2 days prior notice b. Pr"soure eupplu line Inetallatlon anol teetlng • 2 olayo prior natlc" c. Coverag. teote -:2 olay• prior notlco ol. Flnal Pl"ld obe,.rvatlon -:2 days prior notice a. 1-folnt..narce I. The entire IF'('lnkler lrrl®tlon •!l"l"m ehall I><> unol"r full op6ratlan Par a perlool al , da~• prior to any p1ant1ng. ::t The owner ree.ervee, ths r-l9ht to V'IG!lve or &hor-ten the operatron per-tod. e. Landeca;eii ll""rtgatlon et.ietem ehall be Pully maintained bu the contractor for a of '10 o1 a P,rll5r to flri"I acceptance by the Ol'lner. TIii& p6rlad m"~ bo 19xtende If the malntenanee provle.lone are not met. Fl.. c1.,an -up Clean-up ohall be maolo ae each portion al l'lark progr•••e•. ~fuse anol oxceee dirt shall be removed Prdm the &Its, all ""bike and PQVlng shall be bl"oom"ol or l'laeh"ol do..,1 a~ olamage euotalned on the 1'1¢rk aP-others shall b<t r"palred to original c.onol tlone. S. Fina I Fie Id Oboervatlan Prior ta Aee.,ptanc.o I. Th,o Contractor ehall operate each e119t"'" In Its entlret4 Par the Ol'lner at time oP Pinal field lnepec.tlon. Any Item• oleemeol not aeteptable &hall I><> rer-1orked to the c:.omp lete eatlefbctlon 0¥ the Ortner. 2. Th" C.ortrac.tor shall ehOl'i .. v1o1ence that the Ol'lner ha& ree.,lveol all charts, acceesorles, roc.ord dra~lrt9& and equipment ae req,vlrecl beP'ore Pinell Pleld ob9ervatlon ean oc:.evr. a. 1:nol of malntenonc.• shall occur only on the l'lrltten ac.ceptance by the O...ner. 5MP JOB NO . .261.214 "AS BUILT" REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS TITLE _________ _ DATE REVIEWED BY: Ill ENGINEERING PLAN CHECKER DATE INSPECTOR DATE 1---1---1------------+----t---+---+---l I SH,EET I Cl TY OF CAR LS BAD /SHmsl2 ::=:::::='....'.:::===:::::PlA::::::'NN:::IN:::G:::::::DE=:P:::A:::RT:::M:::EN:::T====::...:L_!±..J==:::; LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA UMll5IMURPtff & rMn,as-IMC. lANll5CAft N<OmCI! ASSISTANT PLANNING DIRECTOR J4197 COAST HIQfNAY, SUITI! 200 DANA POINt',, c.iDOINIA 'IJ:621 ~ 44-J.1446 MX (9.w) 401m SMP JOB #216214 DATE INITTAL ENGINEER OF' WORK DATE INITTAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: ED RVWD BY: ED PROJECT NO. DRAWING NO. CDP 04.56 4S2-4L . -,-~ . \\-- ' -a. _,·· _.., ~--.,. ~// '---EXl5TING PALMS TO REMAIN AND PROTECT IN PLACE, TYPICAL ,,-..__, .......... -· : --~ ... -: I LIMIT OF J/\IORK. 0 PASEO DEL NORTE ' .. 4' • ..-, • • • • . ~-• • .. · .. . . NORTH I I I PLANTIN<S NOTES I. AT .THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC 501LS REPORT SHALL BE PREPARED BY A CITY APPROVED AGRONOMIC SOILS TESTING LABORATORY I.E: SOILS AND PL.ANT LABORATORY, (114) 282-811"1, AND FURNISHED TO THE CONTRACTOR, AND ALL . RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR. INTO INSTALLATION OF ALL PLANTING AREAS. 2. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION; DOJ/l!NSIZIN6 OR. SUBSTITUTION OF PLANT MATERIAL J/l!ITHOUT PRIOR APPROVAL OF CITY INSPECTOR AND LANDSCAPE ARC-HITEC-T J/l!ILL NOT BE ALLOJAIED. 5. CONCEAL ALL IRRl6ATION VALVES IN SHRUB AREAS. 4. TREES SHALL NOT ElE PLANTED CLOSER THAN FOUR (5 FEET FROM ANY J/l!ALKJIIIAY OR PUBLIC-SIDEJ/l!ALK EXC-EFT J/l!HERE TREE J/l!ELLS OR PARKJ/l!AYS ARE PROVIDED IN THE SIDEJ/l!ALK AREA. ALL TREE PLANTED JAIITHIN FIVE (5) FEET OF J/l!ALKS OR PUBLIC-UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5. TREE LOCATIONS SHOJ/l!N ON FLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. JAIHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10) FEET FROM ALL UNDER6ROUND UTILITIES, STREETLl6HTS, HYDRANTS, AND OUT OF DRAINA6E FLOJAI LINES. SHOULD THIS NOT BE POSSIElLE, C-ONTAC-T THE LANDSCAPE AF<.C-HITECT FOR DECISION ON PLACEMENT. b. ALL TREES IN TURF AREAS SHALL.HAVE 18" DIA. SHOVEL CUTS AROUND AROUND BASE OF TRUNK, JAIITH A 2" LAYER OF MULCH .. i. SODDED LAHN SHALL BE 'MARATHON II' TURF-TYPE TALL FESCUE, AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-5585. 8. TOP DRESS ALL PLANTER BEDS Y'IITH A 5" THICK LAYER OF ORGANIC-GROUNDC-OVER TOP DRESSING "FOREST FLOOR", O" -2" CUT AVAILAElLE FROM, AGUINAGA FER.TILZER ("14"1) 18&-"1558. SUBMIT SAMFLF. TO CITY INSPECTOR PRIOR BULK DELIVERY TO JOB SITE. LEGEND: TREl:5, SYJ-ilBOL * ~- 0 BOTANICAL I COMMON NAME ARECASTRIJM ROMANZOFFIANUM 'GIIJEEN PALM 'PHOENIX ROEEELENII PIGMY DATE PALM SIZE GUANTITY 12' 6.T.H. 16' 6.T.H: Ii 15" BOX 10 ALL SEASONS LANDSCAPE AS-BUil T PER LANDSCAPE CONTRACTOR'S REPRESENTATIVE TREE PLANTING PLAN SMF JOB NO. €>15-214 SUMMERS/MURPHY & PARTNERS, INC LINDSCAl'E ARClillECB 34191 COAST HICHWAY, SUITE 200 DANA POINT, CM.fORNIA 92629 (949} -443-1446 FAX (9.49) +o-1631 SMP JOB #615-214 AS-BUILT DATE: AUG. 6, 2007 REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED . ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION· OF PLANTING AREAS "AS BUil T" DATE ' INSPECTOR. DATE £:' -.t::: l---+------,l-----------l--+----+--+----1.I SHlET 11 CITY OF CARLSBAD I I SHIE2ETS I =. "-'-' _ PLANNING DEPARTMENT . --r-( -1-----+---+------------+--+--+--+----l ;:::::::::::::::::..'::::::=============!· ... LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA 1----+--+----------------+-----+-----+--+----11-AP_PR_oVE_D ___________ ---- . PLANNING DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL • I ' I PASEO DEL NORTE -----------c1MIT OF ~ORK ---~ - -------.... ;;_;::j,.·.;:I~i;;J;\•·· . _,A-- --' '---EXISTING PALMS TO REMAIN AND PROTEC. T IN PLAC.E, TYPIC.AL 0 . . .. , . . . . . ~ fCTMIT OF ~ORK 51 IRIJ65: SYMBOL 0 0 0 0 BOTANICAL / COMMON NAME HEMEROGALLl5 HY6RID MIXED RED $ YELLOW SOU&AINVILLEA 'SAN DIE&O REP' 60U&AINVILLEA RHAPHIOLEPIS INDIGA 'BALLERINA' INDIA HAl'llTHORN PHORMIUM TENAX 'MAORI MAIDEN' NEl'll ZEALAND FLAX SC-ALE, 1/16 11 = I '-0 11 16 4e, SPACIN6 GTY. 5 &AL. 2' o.c. IO<f 156AL. I FER R.AGI< <f 15 6AL. 5' O.G. · <fO 15 GAL. 2' o.c. 6<f SOD TURF NORTH 7 I I PLANTING NOTES · 1. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY A CITY APPROVED AGRONOMIC SOILS TESTING LABORATORY I.E. SOILS AND PLANT LABORATORY, (114) 282-8111, AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED B'( THE CONTRACTOR INTO INSTALLATION OF ALL PLAN.TING AREAS. 2. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION; DOV\lNSIZING OR SUBSTITUTION OF PLANT MATERIAL V\llTHOUT PRIOR APPROVAL OF CITY INSPECTOR AND LANDSCAPE ARCHITECT V\llLL NOT BE ALLOV\lED. :3. CONGEAL ALL IRRIGATION VALVES IN SHRUB AREAS. 4. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (5 FEET FROM ANY V\lALKV\lAY OR PUBLIC SIDEV\lALK EXCEPT V\lHERE TREE V\lELLS OR PARKV\lAYS ARE PROVIDED IN THE SIDEV\lALK AREA. ALL· TREE PLANTED V\llTHIN FIVE (5) FEET OF V\lALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5. TREE LOCATIONS SHOV\lN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. V\lHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10) FEET FROM ALL UNDERGROUND UTILITIES, STREETLIGHTS, HYDRANTS, AND OUT OF DRAINAGE FLOV\l LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. 6. ALL TREES IN TURF AREAS SHALL HAVE 18" DIA. SHOVEL CUTS AROUND AROUND BASE OF TRUNK, V\llTH A 2" LAYER OF MULCH. l. SODDED LAV\lN SHALL BE 'MARATHON II' TURF-TYPE TALL FESGUE, AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-:3585. 8. TOP DRESS ALL PLANTER BEDS V\llTH A S" THICK LAYER OF ORGANIC 6ROUNDGOVER TOP DRESSING "FOREST FLOOR", O" -2" CUT AVAILABLE FROM, AGUINAGA FER.TILZER (Cf4C!) 186-Cf558. SUBMIT SAMPLE TO CITY INSPECTOR PRIOR BULK DELIVERY TO JOB SITE. Cl. FOR PLANTING DETAILS, SEE SHEET L-Cf. FOR PLANTING NOTES SEE SHEET L-I0. • J, ALL SEASONS LAN APE DATE AS BULT AS-BUILT PER LANDSCAPE CONTRACTOR'S REPRESENTATIVE SHRUB PLANTING PLAN AS-BUil T DATE: AUG. 6, 2007 REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER. DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 1------1---+--------------+----Jf---f---.J--II SqIT II SMP JOB NO. blS-214 "AS BUILT" , ....... , . -:~ . DATE ~Q 1-----------ll"" .1.:, REVIEWED BY: -o:» t I~ <=r-E£.o1r 'ii-z.5-£>"7 • s -,... INSPECTOR DATE • ' ....... Im:]~~ CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: SUMMERS/MURPHY A PARTNERS,. INC-IANDSCAPf ,aQfflCIS 34197 COAST HICHWAY, S\l1E 100 DANA POINI'. CAUfORN!A 92629 (949) 443-1146 FAX {949> 40-16.31 SMP JOB #615-214 DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INlllAL CITY APPROVAL WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA PROJECT NO. DRAWING NO. CDP 04.56 4S2-4L / --------------~-----------------_......,.. _____ ........ _______ ....;.... _______ __;, _____ ....;.... ____________ ;__ ___________ ---i\ II \ J D 0 ~ -:+ --1--+---1 --1---+ --1--+----: --r--+ --1--+-----: --,-1 --1 I ! i I I · ! ! I ! i I i : \ I l \ EXISTIN6 PLANTER TO BE REPLANT SEE LE6END THIS SHEET. H H H VH I • ! ' I I t __ : ___ -· • __ 1 __ --__ ! __ --_ ! __ l __ , __ ; _ I ! ! i ! ! I \~\_1 i I i Z) r---7 ---:--+ --i -----I---f ---j--T --I --! -7 -·-!---T --1 --f--7 ! l I ! l ! l ! I i I . ' i ~ __ I __ l_ __ I __ ! __ i __ i __ l ___ . ____ I __ l __ l __ L ____ _ ! 1 ! I I ! -i l I l ! I i I . I r I . I LE6END: SHRUBS: OOTANIC,AL / C,OMMON NAME RHAPHIOLEPIS INDIC.A 'BALLERINA' INDIA HAV'ITHORN -IRRIGATION NOTE: SIZE SFAC,IN5 15 GAL. 9' o.c. CONTRACTOR TO ADJUST EXISTINIS IRRIGATION SYSTEMS FOR PROPER COVER.AGE IN THESE THREE AREAS GTY. 29 SCALE: l/lb 11 = I '-0 11 I 0 16 92 48 64 NORTH PLANTING NOTES . . I. AT THE CONCLUSION Of ROUGH GRADINIS, AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY A CITY APPROVED A6RONOMIC SOILS TESTING LABORATORY I.E. SOILS AND PLANT LABORATORY, (114) 282-8111, AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. 2. ALL TREE AND SHRUB MATERIAL SPEC!FIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. If THE CONTRACTOR CANNOT LOCATE MATERIAL Of ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION; DOJ/\tNSIZING OR SUBSTITUTION OF PLANT MATERIAL 11\tlTHOUT PRIOR APPROVAL OF CITY INSPECTOR AND LANDSCAPE ARCHITECT Y'llLL NOT BE ALLOJ.AlED. S. CONCEAL ALL IRRIGATION VALVES IN SHRUB AREAS. 4. TREES SHALL NOT BE PLANTED C.L05ER THAN FOUR (5 FEET FROM ANY lt'lALKY'lAY OR PUBLIC. SIDEY'lALK EXCEPT lt'lHERE TREE lt'lELLS OR PARKY'lAYS ARE PROVIDED IN THE SIDEY'lALK AREA. ALL TREE PLANTED lt'llTHIN FIVE (5) FEET OF lt'lALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5. TREE LOCATION$ SHOY'lN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. lt'lHENEYER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM Of TEN (IO) FEET FROM ALL UNDER6ROUND UTILITIES, STREETLl6HTS, HYDRANTS, AND OUT Of DRAINAGE FLOY'l LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMJ::NT. 6. ALL TREES IN TURF AREAS SHALL HAYE 18" DIA. SHOVEL CUTS AROUND AROUND BASE Of TRUNK, lt'llTH A 2" LAYER Of MULCH. 1. SODDED LAY'lN SHALL BE 'MARATHON II' TURF-TYPE TALL FESCUE, AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585. 8 .. ·· TOP DRESS ALL PLANTER BEDS lt'lLTH A 3" THICK LAYER OF OR6ANIC GROUNJ:?COYER TOP DRESSING "FOREST FLOOR", O" -2" CUT AVAILABLE FROM, AGUINAGA FERTILZER ('14'1) 186-'1558. SUBMIT SAMPLE TO CITY INSPECTOR PRIOR BULK DELIVERY TO JOB SITE. '1. FOR PLANTING DETAILS, SEE SHEET L-'1. FOR PLANTING NOTES SEE SHEET L-10. l I I I I I ' i l i ' i ! I I I i l ALL SEASONS LA SCAP PLANTING PLAN ADJACENT CHEVROLET SITE AS=BU LT AS-BUILT PER LANDSCAPE CONTRACTOR'S REPRESENTATIVE 5MP .JOEi NO. bl5-214 SUMMBSIMURPHY .t f.AltTNERS. INC. W<llSCAI< Al<Oill!CIS 34197 COAST HIO-IWAY, SUITE 200 DANA POINT, CAUFORNlA 92629 (949) 443-1446 FAX {949} 443-1631 SMP JOB #615-214 AS-BUILT DATE: AUG. 6, 2007 REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING "AS BUil T" REVIEWED B'f= ! O:> f AREAS M! 4-e&\..oi!: 6·-Z~7 C .£'" ENGINEERING PLAN CHECKER · DATE --i--,--r-------~--'---,-,--,-,---r;:=::::;-;:=l:::NS:::::PE:::CT:::OR========::D;--;A:::TE=:::;1:: r- l-----+---4--------------1--1---+---+---I I SIHOEET 11 CITY OF CARLSBAD I I SHIE2ETS I ,.. ~=::::::::.::· ==:=::::P:::LA::::NN=IN::::G :=DE::::PAR=:T:::':M:=ENT====-=· ::::::::::::= LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA l-----+---+-------------l----+---11---+----11-Af'-PR-OVED------~-------- l---l---+-------------+--+----11--+-----I PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. ~~ ~~~ !§g CDP 04.56 432-4L DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER Af'PROVAL cnr APPROVAL ' I I PLANTING TABLET SCHEDULE GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS 1 GALLON CONTAINER RECEIVES .2-3 3GALLON CONTAINER RECEIVES .3-6 5GALLON CONTAINER RECEIVES .6-9 7GALLON CONTAINER RECEIVES .8-10 10 GALLON CONTAINER RECEIVES . 10-12 15 GALLON CONTAINER RECEIVES . 12-15 20"-24" BOX RECEIVES .14-16 30" BOX RECEIVES . 16-18 36" BOX RECEIVES . 18-20 42" BOX RECEIVES . 20-22 48" BOX RECEIVES .22-24 60" BOX RECEIVES .32-36 LARGER SIZES: FOR EACH 1/2" CALIPER USE: 3-4 SOD LAWN SOD LAWN SHALL BE MARATHON II' TURF TYPE TALL FESCUE. AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585. SOILS REPORT AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. SOIL MIXTURE SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD BE PROVIDED FOR BID PURPOSES ONLY. SOILS ANALYSIS SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD INCLUDE THE FOLLOWING: SOIL TEXTURE PERCENTAGE OF ORGANIC MATTER SOIL INFILTRATION RATE (MEASURED OR DERIVED FROM SOIL TEXTURE/ INFILTRATION RATE TABLES) PH AND TOTAL SOLUBLE SAL TS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS TABLETS NOTE: CONTRACTOR TO PROVIDE BID ALTERNATE FOR THE USE OF GALVANIZED POULTRY NETTING AROUND TREES TO PROTECT FROM ANIMAL DESTRUCTION. C NOTES, ;: ALL PALM TREES AF<!: TO 6E Y BOXED (UNLESS OTHERWISE S NOTED ON PLAN). CONTRACTOR o. SHALL HAVE A SOIL A6RONOMIST PREPARE A DETAILED SOIL ANAL Y515 AT TREE PL.ANTING LOCATIONS AND INSTALL ALL PALMS FOLLOl'llN<5-THE RECOMMENDA- TIONS OF THE F<l:PORT. APPLY 'OSMOCOTE' SLOJ/1!- RELEASE FERTILIZER ON 5URFACE OF PLANTIN6 PIT PER MANUFACTURER'S DIRECTION. I. 4" DIA. VERTICAL PERFORATED DRAIN PIPE. CONNECT TO PIPE AT 6A5E OF PIT AND CAP AT 51JRFACE. 51JRROUND PIPE Jll!ITH FILTER FA6RIC.. TOP OF ltOOT 6ALL TO 61: I' ABOVE FINISH 6RADE :l" Hl6H 6A51N. FOR ALL TREE:5 PLANTED IN LAJll!N, RAKE OVT Pl'IOR TO LAJll!N PLANTIN6. 5 4. FINISH 6RADE 5. MEDIUM 6AADE PLASTER SAND BACKFILL, Jll!ATER- JETTED INTO HOL.E FOR MAXIMUM 5TA61LITY. 6. 4" DIA. FLEXleL.e PERFORATED DRAIN PIPE eNCIRCLIN6 6A5E OF PLANTIN6 PIT. CONNECT TO VERTICAL PIPE. 51JRROUND PIPE i"llTH FIL. TER FA6RIC. 1. NATIVE 5ll66AADE GATE/ BALL VALVE REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE A B I. <SROUND COVER PLANT FROM FLATS OR L.INERS :2. :2" DEEP MULCH 6. FINISH GRADE 4. PREPARED 6ACKFILL (SEE 5PECIFIC::,ATION5 FOR TYPE AND DePTHJ EDGE OF PAYIN6, SIDEV'IALK, l'lALL, OR CUR6 • D • • • • • • • NOTE, LOCATE PLANTS SPACED EGUAL DISTANCE (D) FROM EAC.H OTHER AS SHOl'IN. D -AS NOTED ON PLAN. TRENCHING/ SLEEVING I =I Ill I I~!-I . .111 .. ,ill,. ,ill, "I ~----1 ,( :2 X DIAMETER , OF ROOT BALL I. I, 5, OR 15 6'ALLON SHRUB .2. :2" LAYER OF MULCH S. S" "'1ATER 6ASIN 4. FINISH GRADE • • 5. AMENDED SOIL. FOR PL.ANTIN6' -SEE 5011..5 REPORT 6. PL.ANT PIT EXCAVATION i. PLANTIN6' TABLETS -SEE SCHEDULE FOR QTY. e,, ROOTBALL <i. NATIVE SU6GRADE - BACKFLO~ PREVENTER PLANTING DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" TITLE-------- REVIEWED BY: INSPECTOR DATE DATE iSHEETl CITY OF CARLSBAD ISHfETSl 1---+--+--------------~--l---+--+---l LJL_j PLANNING DEPARTMENT L__J;Lj ~=='..:::::=================--=::::::::; . ~11:PAII.DeS.IC lNfflSCAfE AROfll'CT5 J4'91' COAST ttaiWAY. SURE 100 DANA POINT, CAIJODIA 92'29 l'949) "4J.'M4' FAX C,.'J) 4U-16J'I SMP JOB #216214 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA PROJECT NO. DRAWING NO. OWN BY:---"=- CHKO BY: ED RVWD BY: ED C.DP 04.56 43.2-4L I. 6ENEAAL. The ,ooll analyele shall be F'f'epared by a City approved Agronoml<: Soll& Testing L.aboratory I.e. Sollo, and f"lant L.aboratory, (114) 2e2-e111 aPter ,:ompletlon oP the r-ough grading. The Cor,tr-a<:tor-,ohall ln<:or-por-ate all ,ooll amendmenl:$ and Per-tlllzer-e pree<:rlbed herein. The eoll F'f'epar-atlon !lpeclPled belov,i !!<hall be adJueted a,:,:ordtng to the analyele. A. V'leed Control ,,,,. L.a ... n, Shrub • 6round Cover Areas (E><<:ept Slopes) I. ~emove all e><l&tlng v,ieede ,..-om eur-Pace. Remove all r-oote oP &rmuda- Johneon <Sraee, etc. and dlepose of ofP elte. 2. lnet<:11 I lrr-lgatlon. 3. Fertilize all shr-ub/ground <:over-ar-eae. Apply 10 lbs. oP 16-20-0 <:ommerGlal fMttllzer per-1,000 eq. Pt. or as directed by &oll& report. 4. l"later-al I ehrub/ground ,:,over areae Por three (9) v,ieek& to germinate v,ieed eeede. Apply v,iater at lov,i rate to avoid erosion. 5. Apply &yetomf,:, v,iood klllor-~und-tJp' to all planting area!I per manufaGturer'" epeG!P!Gatlone. 6. Soll Propar-atlon • Flnl"h 6radlng I. Rough grade, Site to be reeelved by L.ands,:,ape ContraGtor to v,ifthln 1/10-Poot plu" or-minus by o"'nor baeod upon Civil Englnoer',o grading plan. 2. Finish grado, Flnl,oh grading to Gonelet o, grading, raking and hand v,ior-k n"'""""ar-y to aGhlevo do,.lred Gontour and Plov,i line patterne based upon Clvtr Englnoer'e plane, reeultlng In evenly Plnlehed "urfaG;,. Pree oP debrle and litter. e. Spr-ead ovtJr-all lav,in, ehr-ub and ground ,:,ovtJr-areae, amondmonte and ,er-tlllzer preeerlbtJd In eolle repor-t. Thor-oughly ml>< Into sot! to depth to of 6" or more and '1no grodo. Shopo mound& oe ehov,in on plane. Contr-aetor-to lmpor-t eoll ntJGeeeary to attain design gr-odes ond berm,., all Import eoll shall be ,roe of v,ioode, dobrle, ond nave balanGed Fh. Smooth and even grodtng v,ifthout depreeelone c;,r-high epc;,t&, to prc;,vlde emocth and even eur-,aGee ,er proper dralnagtJ. !"Ina! gradtJ shall btJ I" belov,i v,ialk/top oP ,:,urb. Remove Prom the &lte all etonee over 2" In elze. C. Planting Plant treee, ehrube and gr-ound Gover as ,:,allod for "'her-e lndlGated on Planttng Plan and ae detailed on Planting Detail eheet. S!Jbetltvtlon& of plants v,itll not be aGGepted unleee approvod by City lnepeetor and L.andeeape Ar-ehlte<:t. I. 6round Cover--Flate and/or-cuttlnge All plant moter-lale specified ae rooted cutttnge or-Plat etock on Planting Plan o,hall romaln In the flate until time o, traneplanttng. The Plat eoll ehall ,:,ontaln euP'1clent moteture ,oo that o,oll doeo, not Pall apart v,ihen liHlng plant ,..-om Plat. 6r-ovnd Gover-plants shall not al!ov,ied to dry out before or "'hlle being planted. ~ots shall not bo e><posed to the olr e><<:opt v,ihlle actually being planted. V'lllted plante v,ifll not be occepted. At the time of planting, the eotl around eaGh plant ehall be Plr-med euffl<:lently to for-co out air poGketo,. Plante to be planted In triangular spacing a& &pe<:IP!od O.C. (On Center). All Gutting• &hall be minimum of 6' long. lnetall plante In 6" X 6" planting pit&. l"later-Immediately after oaGh planting until one Inch of v,ioter-ponetratlon le obtained. Care shall be e><er-cleed at all time& to protect the plant" after planting. Any damage to plants by trampling or other operations of thle contracl: ehall be repaired lmmedlatoly. 2. Shrub .$ Treee Plant all Gontalner-grov,in plante In planting pit&, tv,io (2) tlmee l'llder and tv,io (2) tlmee deeper than the container, a& directed on Plontlng Detail &heet. Thoroughly ml>< 11::l organ!,:, backPII I (Nltrollzed Redv,iood Shaving& or-equol) and the amendmenfe epec1'1ed In the eolle anoly,.ls v,ifth the &lte soll, prior to backPllllng of planting pits. Install Plant Tablete, per the manufactvrer'& lnetructlon& and as detallod or, Planting Detall Sheet. ContraGtor-shall con&truGt ba&lne around all treee not In lov,in ar-eae; ba&ln& &hall not e><Geed top of root ball "'"""""· 8. Top Dre&elng Top dreee all gr-ound cover-and ehrub ar-ea& v,ifth 8' thick layer of oec (Organ!<: 6round Cover), to be epoc!Ptod on all planttng plans. 4. Staking Stake all tree& ae detailed on Planting Detail Sheet. D. Spe<:lal BackPIII Ml><e• I. Azaleae -Use pure Peat Moe&. 2. Camellia& 4 Ferne -Use !50% Peat Moee, 2!5% Forest Hvmue and 25% Site Soll 5. Pote and Plantere -U&e Kellogg'e Indoor Planter Ml><. E. Sod -See Planting Detatle Sheet ,,,,. eod type. I. Areae shall have a emooth and <:ontlnual grade betv,ioon .,><feting or Pl><ed Gontrole, &UGh as, v,ialke, cur-be, catch baelne. ~II. &Gar!Py, rake and level o& ne<:eesory to obtoln trve, even soil etructur-e. 2. Apply Pertlllzer• ae speGt,ied on Planting Detail Sheet and ml>< Into the eoll. 9. Sod &hall be Installed the eame day It le delivered. Sod ehall not be left on pallete In the hot sun. Contractor-ehall be reepor,efble for ony and all damage to &od not lnetalled on day of dellver-y. 4. Unr-oll eod Garefully and f la Ge In &taggered pattem of etr-lP"· Sod ehall be Installed agalne adjacent &l:rlpe to ellmlnate Jolnta and edgee. !5. Trim &od to Gonform to lav,in ehapee deelgnated In the Planting Plan. 6. AHer eod le !aid, It ehall be Irrigated thor-oughly to provide moleture penetration to at least 6" Into prepared 90ff. 1. All eod In eodded ar-ea11 ehall be handled and lold In a high etandard v,iorkman&hlp manner-. All ende.Jolnte, and Gute &hall Pit tightly &o that ther-e ar-e no vold!I and the Pinal appearance I& one of a continuous lav,in, Sectlor,& of ,.od lee,. than le" long or <!" v,ifde ehall not be usod. e. No eod area ... 111 be accepted vntll approved by the L.andeGape Ar-GhlteGt, II. 6ENERAI. NOTES A. Clean-Up I. After all Installation oper-atlone have been Gompleted, remove all rubbish, e><Geee soll, empty plant Gontalner ond trash Prom the elte dally. All ecar-e, ruts or other mark& In the area ,:aveed by thle v,iork ehall be r-epalred and the ground ten In a neat, orderly condition. !..eave ette In broom-Glean cor,dltlon at the end of each v,iod:.lng day. Ho&e dov,in all paved areae, ln<:ludlng v,iolke and patloe, upon completlon of oll v,iork. 6. Maintenance I. The Contr-aGtor-ehall maintain during Installation a evfflclent number-or men and adequate equipment to perfor-m the v,iork herein epeG!Pled. Plant maintenance v,iork ehall con&l&t or applying v,iater, v,ieedlng, ,:ar-fng or plants, Including ground Gover&, &hrube, vines and tree&, edging and mov,ilng lav,ins, fertlllzlng, Gontrol o, pest& and dleeaeee, and malnl:atnlng v,ialk& fr-ee or debr-1& and dirt. Upon completion of eoGh oreo of Installation, the Contractor, L.and&Gape Ar-chttect and Ol'lner ehall conduct an lnepectlon oP <:ompleted area, along v,i!th the Ov,iner's molntenance repre&entatlve. At thle time, a list of corrections, IP any, ehall be made v,ihlch ar-e the r-eepon&lblllty oP the Contractor-. 2. After all v,iork hae been completed, lnepeeted and accepted, all areas 1'1111 be maintained for a period of ninety (<10) calendar-days or-a& long ae le neGeesary to eetablish thriving treee, "hrube, tvrf, and ground Gover l'llthout bar-e epote. 9, Keep all area& v,iood-Pree, adequately v,iatored, and n_.atly cultivated for the ninety ("lo) day per-lod. Remove all debr-ls Prom elte ond keep the entire &lte br-oom-Glean. Mov,i tur-P areas v,ieekly. Hydroseeded turf areas ehall be lrrlgoted after the &furry muleh has been applied and allov,ied to eot for one (I) day. The eolf &urPace mu"t be kept mol&t at all time• during the ger-mlnatlon per-lod to avoid deelcGatlon or seedling•. 4. Re-&eed all bare epote In tvr-f areae at tv,io (2) !'leek Inter-vale and maintain vntll an even etand oP tvrf, v,ilthout bare epote, te obtained. l'e-eeed c:,11 elope area• that ,all to germinate evonly. l'epalr all eroded evrfaGee at no ,:,oet to the OV>lnM, !5. Damago to any planted aroa ehall be repaired Immediately. Depree5lone caueed by voh!G lee or foot traf Plc shall be PIiied v,ifth tc;,peotl, leveled and replanted. E><tMmlnate gophers, moles and repair damage. 6. Tho pr-o Ject ehall be eo ,:arod for that a neat, G!oan GOl'ldltlon v,itll be presented at all time& to the eatlefactlor, or the Ov,iner and L.and!lcape Archlte<:t. The L.andecape Contractor shall be e><pected to make a minimum of one v,ioekly vlelt for malntenan<:e purpoeee. 1. At the end of the maintenance period, all or-eas that have been planted ehall be Pertlllzed 1'111:h Gommer-Gia! Pertlllzer-, analy&ls and rate or application &hall be per the eolle report. e. The Contractor shall requeet a Pinal &lte vl&lt eeven HJ daye prior to the end oP the molntenance perlc;,d. Thie reqvee-t ehall be l'lrltten and dlr-ected to the Ov,iner and th" L.andecape Ar-GhlteGt. Upon v,irltten aGceptance of the pr-oJeGt, the ContraGtor shall be relieved of any further-malntenanco. C. 6uarantee All tvr-P, hand-planted and hydro&eeded ground ,:,over, and ehrvbe ehall be guaranteed to live and grov,i to a period of ninety (<!O) daye aft.,,- lnetallatlon and aGceptance by the Ov,iner. Treee eholl be guaranteed for one year. Any mater-la! that Palle to grov,i through the epeG!Pled maintenance and guaranteo pMlod ehall be r-eplaced by the Contra,:,tor ot no coet to the Ov,iner. D. Observation I. Observation vl&lte epeclfled herein ehall be made by the L.ande<:ape ArchlteGt or hie repreeentatlve. The Contractor ehall request obeervatton at leaet tv,io (2) l'IPr-klng daye In advonce of tho time that the obeervatlon Is reque&ted. 2. Observation Vl&lte ar-e euggeeted for the follol'llng parte o, the v,iork, o. Upor, completion 0, grading and eotl conditioning pr-lor to planting. b. Jl'lhen trees are epotted Por planting, bvt before planting holee are e><<:avated. . G. Jl't-ltten acGeptance o, the project to release the Contractor-fr-om further maintenance ehall occur-after Final Observation v,itth the OV>lner or hie repreeentatlve at the end or the matntenanGe period. e. Ver-lPlcatlon or Dlmenelone I. All !IGaled dlmenelone are appro><lmate. 13ofore proceeding v,iJth any v,iork, the Contra<:tor ehall carefully Ghe<:k and verify all dimension!! and qvantltlee, and shall lmmodlately notify the L.and&cape Architect or any dfs,:,repan<:y betv,ieen the drav,ilnge and/or epec!Plcatlone and aGtual condition&. No v,ior-k ehall be done In any area "'her-e ther-e I& such a dle<:repancy until opproval Por &ame has been given by the L.ande<:ape ArGhlt=t. F. utllltlee I. The Contra<:tor &hall be roeponelble ,,,,. verifying the location oP all under-ground utility linee prior to any conetru<:tlon, eo that propor precautfor,s may be taken not to damage such llnee and plant locatlor,a, promptly notify the L.andecape ArGhlte<:t l'lho v,illl arr-ange ror-relocatlone or one or the other. Fallur-e to follol'I this pr-ocedur-" plaGe" upon the ContraGtor the reeponelblllty ,or, at his ov,in e><peneo, making any and all r-epalr& for-damage& reeultlng fr-om hie v,iork. <!',, E><letlng Treee I. Contractor le to lneure the preeervatlon or any e><letlng trees on the site. Damage or-loee or theee treee v,illl r-oeult In r-eplaeement of equal size by the L.andscape Contractor. H. Seo Planting Detall Sheet ror-additional note&. REVISION DATE: SEPT 26, 2005 DATE: JULY 14, 2005 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLAN CHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SMP JOB NO. :261:214 "AS BUILT" TITLE ________ _ DATE REVIEWED BY: INSPECTOR DATE iSHEETl CITY OF CARLSBAD [sHmsl r---f---j----------------1------+----1----1--_j ~ PLANNING DEPARTMENT ~ ~~===:::::::::===========--'===== LANDSCAPE PLANTING PLAN FOR: WESELOH HUMMER CARLSBAD HUMMER OF CARLSBAD CARLSBAD, CALIFORNIA Ill ........,,......,,.....,_INC AP::::PR::=O=:VE.J!D\,~~L;n~~,1,/~,,-------9-30-C£ lANDSCAP! MOIIECJS 7: 34197COAnHaiWAY,...,,,.. ASSISTANT PLANNING DIRECTOR DATE DANA POIMI', CM.FORNA 92629 PROJECT NO. DRAWING NO. I PLANT I NG NOTES 194~--FA>C("9)-DATE INITIAL DATE INmAL DATE INITIAL ~~~o ~~: eF :::--------------------------------------------------------------------------------.I.---------------------S:M:P:J:O~B~~:16:2 : 14:,_ __ .L~EN:G:IN:EE!R~O:F~W~OO:KJ ____ _:REV: I:s:I0 :N~D:E~S~C~R~IP:T~IO~N:_ ____ 1~0:rn:E:R!AP:P:R~=AL;...[~c:1~~A:P:~:o:~~L=ll~-~D~8~Y: ED - CDP 04.56 492-4L