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HomeMy WebLinkAboutDWG 904-9L; ; REAL PROPERTY SERVICES CORP; 01-06r "'"' • §1 • '-' z < ~ 5' -• z • ~ z < I ,; :;; " < -i!. • 0 z 0 "' "' ~ C -• z -!:: " s -i!. -" 0 I -§ e > -0 ~ -< ~ • ~ 0 • " ., ~ z < C 0 • z Q -< e C • " 0 u " 0 ~ " • z g e • • > ·z ~ 0 -0 -~ g u a 8 > ~ 0 • ~ " • ~ -~ I ~ ~ z < a'. " 0 ~ -z • ~ -'-' z < C e < uj z \2 ~ • 0 ,,; < • Q I u " ~ • 0 • z 0 z i u . ~ 11 • D ~ l, " 0 l ~ • z 0 c• 7 t u z C z < z C . ~ e 0 • C Jr 0 ' -5 lo D z < .. > 6 > , -a "' < . C l,' • C • s C z < e; 0 C e z ; • . z . -~· • I z C ~ " < • I • • 0 t " • • 0 C • i D z < > £ C • ! • e < 0 z ! ~ ~ ;C > ~ C • z • V • e • -C C C C • < ~ a " ., z < ,: 0 z < ~ • z • ~ -0 z < C C < z " "' • C ~ ,;; " • .. r 'r,i IJ,1 ' ~- • '14' \ 1~ •l'r;i.' ,) \ \ 0 l, '1'/i a.~• 'I ·1 "'Yl~ 'q I~ ~ ',~ ,,,,iJ ·10~11 • CAMINO VIDA -ROBLE 1' 'ti tr"-1 · ~ r ........ " ~ 'Ji I I:· I~ :r;, -- ------~I • , J;:£-,-. • -ll( ~ ·~1'/ v~ ~ -.~ tO .. ' ..... . 1it .-\j~ .~ ~ •}£'~¥:) \HI~ ·m •J>' ' ,, . ___.... ,t .. 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S&C USU ~ M j,;uS\£/4Sii 0 p ~ 'It, !;)?Fr f-i~~H" 0 .. .. \ / / ~ Faff ' • • .~ ' / .,. AUSTIN HANSEN FEHLMAN -GROUP- ARCHITECTURE LAND Pl.ANNING INTERIOR DESIGN 9605 SCRANTON RO. SUITE 202 SAN DIEGO. CA 92121 (619) 458-1361 ~ 1· '1·tb • a. a: 0 0 <( en -w z 0 a: -0 > LL -a: ...J w <( en o > ci I-<( a: cc w en a. ...J 0 a: a: <( C. () ..J <t w a: ()+(A~\ITV CH;CKED ISSUED ~rJ ,.:,._ ' ,P/1:~- ,--~ i ',, -_; .,~, <~:; i•p~ "/ •'-----✓/ '( .. P:i()JE CJ NO 87.3210 5Htf~ mu IRRIGATION PLAN "'", ' t h \ -· . .. j,/ \, .;, ..,1 --· t l 1 \• . -./-.,• --:' --' ; 5HEE1 NC L1 -67_ ~--1094lll fi ~ 0 • I -·---------------------•.• ,r--------------------------------~-~ .• -------------------------------------•.• ------------------------------------~ ~ I -~ z -~ j z " ~ ~ < -I -0 z Q ~ ~ ~ ~ -fi z -r ~ • 3: -I ~ 0 I -~ e > -0 '" ,; % -co 0 fi e ~ i ~ ~ I• 0 ~ z Q < e G ~ e 0 u 0 ~ e z Si ~ -fi ~ z < 0 -0 ~ 0 -:z: 0 e 0 ;;; a -~ ~ -~ ~ ~ -~ z < s: 6 ~ z -" ·~ <) ~ ~ ,. ,, z <.) o; -0 ':J Q I 's ~ 6 -z 0 z -u ~ " a -~ V it ~ - ' ~ z 2 u -z z 0 u ~ 0 z < z 0 -~ ~ ~ 0 ~ a er 0 -> 0 0 ~ 0 > ~ C " < c' u -.-;: C ~ i § 0 ~ I -z -,, ~ I ~ ~ " 'r ' -0 c e -" g fi -~ ~ io o I• I ~ 0 z 1 e Q ~ r ' ;;; Q " z t,; -[ -e 8 0 -5 i5 ,:; ~ fi j ~ z -:, r ~ ~ I'! g - ,; ·--. -· < • IRRIRIGA TION MATERIALS LEGEND ti!) !Bl ® s IC] -- (!) G G Q) a> t!) ffi 0 © 0 [) @I !il ~ @ @ A.. ll • rsJ.. ~ □ I) EE ■ :f;t ~ &_ @ 0 ~ ISl. ® 0 • tSl 1 1/2" WATER METER, WITH 2• SERY1CE LINE FEBCO 1 · 1/2" R/P DEVICE (INSTALL WITH z· PLUMBING) NELSON 1{7642 QUICK COUPLER VALVE BUCKNER #20120-BPS SERIES PRESSURE REDUCING R.C. V. IRRITROL MC-PLUS CONTROLLER, WALL MOUNT PVC PIPE 1 /2" -1 1 /2" SCH. 40; 2" -3" CL. 315 (MAINLINE) PVC PIPE 1/2" CL. 315; 3/4" -3" CL.ZOO (LATERAL LINES) PVC PIPE SCH. 40 (SLEEVING) IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) SPRINKLER HEADS TORO 304-12-01 POP-UP ROTOR l _l I 306-12-01 308-12-01 306-10-01 SKRUB ROTOR 308-10-01 1 1 J_ 310-10-01 316-10-01 HUNTER P SERIES SHRUB ROTOR 90 DEGREE NOZ. #2 . . . l l 180 DEGREE NOZ. #4 360 DEGREE NOZ. #7 POP-UP ROTOR ADJ. ARC NOZ. #1 1 ADJ. ARC NOZ. #3 180 DEGREE NOZ. #4 ADJ. ARC N OZ. #5 TORO 570C-6P 35 DEGREE SSO STREAM SPRAY HEAD __L. __L. __L. __L. SSH __L. __L. __L. T010 57 1 0s 1 DErEE ~~~ (ON SC180 RISER) NELSON 6304 120 LAWN POP-UP . ' . 12T 12H 12TT 12TO 12F 15-EST 15-SST NElLSON 63106 ~g~ SHRUB 10H 15-EST POP-UP 1 NEIN 6300 100 SHRUB HEAD (ON' SCH. 80 RISER) 1 ig~ 1 1 1 RAINBIRD 1401 PRESSURE COMPENSATING BUBBLER IRRIGATION NOTES GPM .57 ,86 1.14 .86 1.14 1.43 2.28 .6 1.4 2.8 .6 1.1 1.4 2.2 .8 1.2 .8 1.2 2.1 .65 .87 1.3 1.74 1.95 2.6 .6 1.2 .39 .52 .78 .61 .39 .52 .78 1.57 .25 PSI 35 35 30 _L I 30 1 1 30 • THE IRRIGATION SYSTEM IS DRAl'iN DIAGRAMMATICALLY. LOCATE All IRRIGATION LINES AND APPURTENANCES IN PLANTED AREAS ONLY. • All IRRIGATION SYSTEM APPURTENANCES ARE TO HA VE A MINIMUM 5 FT CLEAR AN CE FROM All SDG&E UTILITIES. • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION AND PROTECT EXISTING UTILITIES PRIOR TO EXCAVATION. • INSTALL BACKFLOW PREVENTER 2 FT FROM ANY OBSTACLES. THIS AREA IS TO BE MAINTAINED. • LOCATE All IRRIGATION MATERIALS IN PLANTED AREAS 'M-JERE POSIBLE. RADIUS 16 FT 35.FT 18 FT __L. 18 1 FT 12.FT 10,FT 1rT 3 FT • INSTALL REMOTE CONTROL VALVES ADJACENT TO PAVING WHERE POSSIBLE. • LABEL All VALVE BOXES WITH 3• TALL STENCILED LETTERS DESIGNATING CONTROLLER AND VAL'Vf. NUMBER. USE 'M-JITE EPOXY PAINT. • All IRRIGATION LINES UNDER PAVING Will BE SLEEVED IN SCH. 40 PVC PIPE SIZED TWICE THE DIAMETER OF THE IRRIGATION LINE. • All IRRIGATION CONTROL LOCATED UNDER PAVING TO BE INSTALLED IN SCH. 4D PVC PIPE. SIZE TO BE SUCH THAT 'MRES ARE NOT BOUND IN PIPE. • All SOL VENT WELD PVC PRESSURE LINES TO RECEIVE PVC PRIMER. • INSTALL A VALCON /15000 ANTI-DRAIN VALVE ON All SPRINKLER HEADS WITH LOW HEAD DRAINAGE, ADJUST AS REQUIRED. INLINE CHECK VALVES t.4AY BE INSTALLED IN THE LATERAL LINES TO ELIMINATE LOW HEAD DRAINAGE. • CONTRACTOR TO VERIFY A WORKING PRESSURE OF : '.r' PSI AT .t' FT ELEVATION. IF THE EXISTING PRESSURE. IS LOWER THAN STATED ABOVE, PHONE THE CONSULTANT BEFORE STARTING ANY WORK. CONTROLLER AND STATION NUMBER~ VALVE SIZE VAL VE GPM VAL VE PRESSURE SETTING . BALL VALVE.---~ BRASS lliD. RED. BUSHING COPPER_--; RISER 12" COPPER .COPPER SXT Ell F1NISH I UNION GRADE PVC FEMALE AllAPlER 1.5 CU. FT CONCRETE! , .. -·---- NUN£ SCH. l!O PVC NIPPLE BACKFLOW PREVENTER WAL.1. OR ENa.OSURE----, CONTRbi.LfR -i e N'PRO\/E.D ElECTR1CA1.---<I CONDUIT I 24 VOI.T 'MRES-------. 10 R.c.v:s ,-FLOOR OR ANISl-1 GR/.OE I .,,,-. 110 VOlT POI\ER SOURCE WALL MOUNT cot~TROLLER t--1·-rFINISH GRADE ~ , CQIICRElE- EDGE UP ROTOR 12· 3/4" X 1/2" PVC IAALE . AllAPTER 1/2" LP.S. EXCALIBER PVC FLEX TUBING. .USE 795 CEWfNT• \ VC SUP TEE I PVC LATERAL Lil<E POP-UP ROTOR -{ f-•. CONCRETE EDGE FINISH GRADE I--POP-UP :URf HEAi} !""""! • 1/2" PVC MALE ADAPlER 12" I-1 /2" I.P.S. EJ<CALIBER Fl£X TUBING .USE 795 CEMENT* PVC SUP TEE L,_ __ .._ __ __.__P._VC_LA_T,_E~ RAL LINE LAWN POP-UP HEAD I I I I ' . I I I I /Z/4l o~~ rJNISH GRADE I CONCRETE I EDGE r 1 COiet< COUPl.£R VAL VE. ~ BRASS NIPP!.£ ~ PVC FEMALE ADAPTER _ 1 1 /2" CONCRETE lliRUST BLOC!< I// L......1./ / J .. PVC 90 ELL l'/4"1~£1 17 7 r1 PVC MAINLINE QUICK COUPLER VALVE CONTROl 'MRES TO BE BUNDLED ANO TAPED TO THE lr,IA.INUNE EVERY 10 FT. CONTROl 'MRES FINISH GRADE ..I ~II= ~IL ..................................... . MAINLINE LAlERAL UNE TREN~ · AND PIPE @ SliRU8 ROTOR l FINISH GRADE~ .. ] CONCRE EDGE 1 /2" SCH BO PVC NIPPLE ,,.. r •• Lcj 1 /2" PVC fEIAALE ADAPTER ,___ 1/2' I.P.S. EXCALIBER PVC Ft.EX TUBING .USE 795 CEl,ffNT• ( I I PVC LA)'ERAL LINE SHRUB ROTOR @ .... ~ ..,.._ SHRUB ROT~ l FINISH GRADE I I §• CONCRE~• l-, .. ] 1/2" SOI 80 PVC NIPPLE EDGE ... 1 /2" PVC FEMALE ADAPTER 12· r ,- •• 1 /2" LP. S. EJ<CALIBER I ~ PVC Ft.EX TUBING .USE 795 CEMENT• l I PVC LAiFRAL LINE SHRUB ROTOR RECT. VALVE. BOX.::J 1 PENTI1E ---'-~ CONNECTORS / - VALVE. , ii?:; ANISH GRADE J \ r---SCH 80 PVC NIPPLE . PVC nm. COUPLING 1 L..-BRICt< SUPPORTS REMOTE CONTROL VALVE ~ FlNISH GRADE I 12· 1/2" SCH. 80 PVC NIPPLE 1/2• I.P.S. EXCALIBER PVC FLEX lUBING .USE 795 CEMENT• 1/2" FEMALE___, ADAPTER BUBBLER HEAD ~ ~ T-SHRUB HEAD •• ~,✓,i-----FINISH GRADE 1/2" FEMALE___, ADAPTER 1 /2" SCH. 80 PVC NIPPLE 1/2" I.P.S. EXCALIBER PVC Fl.£)( TUBING -USE 795 CEMENT• PVC SUP TEE SHRUB HEAD CONCRETE EDGE 1--.. -I t:r' FINISH GR.-.OE ==i 1---POP-UP SHRUB HEAD 1::1-1/2" PVC MALE ADAPTER I l---1;2· I.P.S. EXCAUBER FL£)( n.JBING .USE 795 CElr.iENT • PVC SUP TEE PVC LA JEFAL Lil<E POP-UP SHRUB HEAD .. -------- • THESE PLANS APPROVED FOR LANDSCAPING ONLY. • •I AUSTIN HANSEN FEHLMAN -GROUP- ARCHITECTURE LAND PLANNING INTERIOR DESIGN 9605 SCRANTON RD SUITE 202 SAN DIEGO. CA 92121 [619) '158-1361 • a. a: 0 0 en <C w -0 Z -a: > 0 a: u. w -(/) _J <( > (.) I--CC Cl w <( C. CD o en a: _J a. a: <( _J (.) <( w a: DRAl/11N CHECKED· lSSl)EO I :zg 6i, ; I ,:;... :,; PROJECT NO 8 7 .3 2 1 Q SHEET nnE IRRIGATION DETAILS, LEGEND, & NOTES SHEET M) L2 ... 3; 0 ~ " I -r --z I z ,= ~ "--r -0 z 0 in "! 11 -~ z -I= ~ -r -8 r -ii: ~ > 0 ~ ~ ~ ~ 0 ~ ~ ic ~ ~ I• 0 -z Q < ~ 0 ~ ~ 0 u 8 " " -z Si ~ -~ > :, 0 -0 ~ 0 u ~ i5 8 > ~ 0 --~ ,; -'5. " ~ z < 3: ~ 0 --z ';i i'i z ~ ~ It '" z (2 ~ 0 '.;' -g r u ~ ~ 0 ~ z u -~ ~ ~ Q ,., ~ u -~ = -r r ~ z 9 u -z z 0 u z; Q :, g -~ ~ 8 -Q § > ~ 0 ~ 0 '5 ~ -C -< -~ u " ~ 0 ~ i ~ Q 0 z ~ r --2 -~ ~ r z; ;;; 0 < 'r -0 f; -~ a -! 0 z < if, 0 -z ~ -~ C) z 1 g ~ E > ~ 0 z ---"' -~ ~ 0 Q -3 6 z; ~ :, ft. Q ~ "' z -" I i 10k3• •• PA.~T I. GENERAL IRRIGATION SYSTEM 1.1 SUl-!..M.A.RY TH€ ~ORK COVERS AN AUTOMATICALLY·CONTROLLEO IRRIGATION SYSTEM COMPLETE!. INCLUDING ALL TRE!·KHING, BACKFILLING, AND COMPACTING: SLEEVES, INSTALLATION Of' PIPE, VALVES, IRRIGATION HEADS, FITTINGS, AND ALL O'l'HER APPURTENANCES: CONNECT IONS TO WATER SERVICES• TESTING: INSTALLATION Of' CON'rROLLERS, ELECTRICAL CONNECTIONS ANO WIRING: ADJUSTMENT OF SY~TEHS: N~CESSA.RY ACCESSORIES AS SHOWN ON THE DRAWINGS AND SPECIFIED HERSIN. 1.2 REQUIRE~ENTS A. a. C. D. ALL WOHK ANO MATERIALS SHALL BE IN ACCORDANCE WITH THE UNIFOR..._. PLUMBING COD£ PUl3LISHED B't THt: W'ESTERN PLUMBING OFFICIF\LS ASSOC., AL.!.. STATE: AND LOCAL CGDES ANO REGULATIONS, ANO OTHER APPLICATIUN::i Al<r--: '!.'iJ SE COl'-:STRUEO TO PER.MIT WORK NOT CONFORMING TO THESE COOC:S. SIIL·.JLD TH.f:.: CONS1'itl1CT10N DOCUMENTS OR INSTRUc·rIONS BC AT VARIANCt: Wl'tr-1 ·r1tr. !\.l''UttL""IENTlONED RULES AND REGULAT!ONS, NOTIFY ·rHE IRRI- GA:J'l.ON" 1_"0NSULTANT AND AWAIT HIS INSTRUCTIONS IlEFORE PROCE.f::OING WITH THE rJUttK AFFECTED. M.ANUfACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS ANO DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. M.A.~UFACTURER 'S WARRANTIES: MANUFACTURER'S WARHAN'l'IES SHALL NOT ~E~!EV2 LIABILITIES UNDER THE GUM.ANTEE. THE IRRIGATION CONSUL- TAN'l' MAY AT HIS OPTION~ REQUIRE A MANUFACTURER'S WARRANTY' ON ANY l'Z\:JDUCT PROPOSED FOR USE. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BB FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECI- CA'l'.1UN$. DO NOT WILLFULLY I~iSTALL TH£ SPRINKLER SYSTE:.'1 AS INDI- CATED UN TH£ DRAWINGS WtitN IT LS OOVIOUS IN THE FIELD THAT UNKNUWt-l OU$1'!-<U1..'"1.•1or.is OR GRADE DlFf'F.HENCES EXIS·r ·rttA·r MIGHT tto·r HAVE BEEU CONSIDERED IN THE ENGINEERING, OR IL" DISCREPANCIES IN TH.E CONSTRLi'..:- TION DE1'AILS, LEGEND, OR SPECH'IC !}OTES A.RE DISCOVERED, ALL SUCH OBSTRUC'fIONS OR DI~CREPANCI£:S SHALL BE BROUGHT TO "Tii£ A'l"rZ::NTION OF TUE IRRIGATION CONSULT/\N'r. IN Tttt:: EVENT THIS IS NO'l' UO~E. THE CONTRACTOR SHALL ASSUME FULL RES~ONSIBILITY FOR THE ~ECESSARY REVISlONS~ E. OUC 'i'O T.!-fl:: SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL O.FPSETS, FITTINGS, .SLEEVES, ETC_ WHICH MAY BE: REQUIRED_ THE CON- TRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL ANO .FINISHED CONDiTIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGL~. FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CON- DITIONS. DRAWINGS ARE GENERALLV DIAGRAMMATIC AND INDICATIVE OF 1.J A. 'rHE WORK TO 8£ INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. PROTECTION AND DAM.AGE PROTECT WORK AND MATERIALS FROM STORAGE. PVC PIPE ANO FITTINGS SUNLIGHT. DAMAGE DURING CONSTRUCTION AND SHALL BE PROTECTED FROM DIRECT B. ASSUME ALL RESPONSIBILITY FOR DA..~GE TO EXISTING CONSTRUCTION AND RESTORE PROPERTY TO IT'S ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK C-CONTRACTOR SHALL SECURELY" COVER OPENINGS INTO SYSTEM AND COVER APPARATUSES, EQUIPMENT# AND APPLICANCES BOTH BEFORE AND AFTER BEING SET I~ PLACE TO PREVENT OBSTRUCTION IN THE PIPES AND PREVENT SREAKAGC, ~ISUSE# OR DISFIGUREMENT OP THE APPARATUSES, EQUIPMENT, OR APPLICANCES. L 4 AS-BUILT DRAWINGS A. THE CONTRACTOR SHALL PREPARE •AS-BUILT• DRAWINGS WHICH SHALL SHOW DEVIATIONS FROM TH£ BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE LOCATIONS OF PIPE, FIT'TINGS, REMOTE CONTROL VALVES, WIRE, CON- TROLLERS, IRRIGATION HEADS, ETC. B. BEFORE FINAL ACCEPTANCE OF WORK, CONTRACTOR SHALL TRANSFER ALL •AS-BUILT• INFORMATION ONTO BEST QUALITY OXLAID MYLAR ANO DELIVER TO THE IRRIGATION CONSULTANTS. l.5 GUARANTEE A. ALL ~ORK SHALL BE GUARANTEED IN WRITING FOR ONE (1) YEAR FROM DATE OP ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORK- MANSHIP_ GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MA~ERIAL, EQUIPMENT, AND WORKMANSHIP TO THE SATISFACTION OF THE IRRIGATION CONSULTANT. REPAIRS IF REQUIRED SHALL BE DONE PROMPTLY UPON NOTI- FICATION BY TH£ PROJECT OWNER'S REPRESENTATIVE, AT NO COST TO THE OWNER. 1.6 .EXISTING SITE CONDITIONS A. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCA- VATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTA- TIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO 00 SO WILL LEAVE THE CONTRACTOR LIABLE FOR ANY AND ALL DAM.AGES THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOW~~ON THE DRAWINGS PART rr ----MATERIALS 2. 1 SUMMARY A.LL MATERIALS THROUGHOUT THE SYSTEM SHA.LL BE NEW, UNUSED, ANO IN PERFECT CONDITION. REFER TO IRRIGATION MATERIALS LEGE:NO, NOTES AND DETA1L DRAWINGS FOR SPECIFIC EQUIPMENT TO BE USED. SUBSTITUTIONS WILL ONLV BE ACCEPTED WHEN APPROVED BY THE IRRIGATION CONSULTANT. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE IRRI- GATION CONSULTANT MAY BE REJECTED 'ANO THE CONTRACTOR REQUIRED TO R£KOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. 2.2 EQUIPMENT TO BE FURNISHED A. SUPPLY AS A PART OP THIS CONTRACT THE FOLLOWING TOOLS: 1. TWO (21 SETS OF SPECIALS TOOLS REQUIRED FOR REMOVING, DIS- ASSEMBLING, AND ADJUSTING EACH TYPE OP SPRINKLER ANO VALVE ON THIS PROJECT. 2. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. J. ONE Ill QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY FIVE (S) OR FRACTION THEREOF EACH TYPE OF QUICK COUPLING VALVE INSTALLED. B. TH£ ABOVE MENTIONED EQUIPMENT SHALL BE T<JRNED OVER TO THE OWNER AT THE CONCLUSION OP THE PROJECT. BEFORE FINAL INSPECTIOtf CAN OCCUR, EVIDENCE THAT THE OWNER HAS RECEIVED KArERIAL MUST BE SHOWN TO THE IRRIGATION CONSULTANT. -. 1.J A. PVC PRESSURE MAINLINE PIPE AND FITTINGS PRESSUR£ ~AINLINE PIPING FOR SIZES 2• ANO LAitGER SHALL BE PVC - CLASS 315. a. PIPE SHALL BE HADE FROM AN NSF APPROVED TYPE I, GRADE I, PVC COM- POUND CONFORMING TO ASTM RESIN SPECIFICATION •01784'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFI- CATION PS-22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.)- (SOLVENT WELD PIPE). C. PRESSURE MAINLINE PIPING FOR SIZES 1~ AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS_ D. PIPE SHALL BE MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION '017_85 1 • ALL PIPE MUST ~EET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFI- CATION PS-21-70. E. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, II-I NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466_ ?. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MAll!U- FACTURER. G. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: l. MANUFACTURER'S NAME 2. NOMINAL PIPE SIZE J. SCHEDULE OR CLASS ~-PRESSU~E RATING IN P.S.I. 5. NSF {NATIONAL S.JI..NITAT ION I-OUNOA·r ION J APPROVAL 6. DATE O.t .... EXTRUS IO-N H. ALL FITTINGS SHALL BEAR THE MANUFACTURER"S NAME OF TRADEMARK, !■t.ATERIAL DESICNATION, SIZE, APPLICABLE 1-P.S. SCHEDULE ~ND NSP SEAL OF APPROVAL. 2.4 A. PVC NON-PRESSURE LATERAL LINE.PIPING NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 WITH SOLVENT-WCLO JOINTS. B. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION '01784'. ALL PIPE MUST MEET REQUIREMENT~ SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. c. EXCEPT AS NOTED IN PARAGRAPHS~ AND~ OF SECTION 2.3, ALL REQUIRE- MENTS FOR NON-PRESSURE LATERAL LINE PIPE ANO FITTINGS SHALL BE THE SA.ME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE ANO FITTINGS AS SET FORTH IN SECTION _2~3 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). 2.5 A. B. 2.6 A. 2.1 A. 2.8 A. B. c. o. E. F. 2.9 A. B. c. 2.10 A. 2.11 A. B. BRASS PIP£ FI_TTlNGS WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION iWW-P-JSl. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATION fWW-P-460. BACKFLOW PREVENTION UNITS BACKFLOW PREVENTION IRRIGATION DRAHINGS. ANCE WITH IRRIGATION ~HECK VALVE~ UNITS SHALLBE OF SIZE AND TYPE INDICATED ON THE INSTALL BACKFLOW PREVENTION UNITS IN ACCORD- CONSTRUCTION DETAILS. ANTI-DRAIN VALVES SHALL BE OF HEAVY DUTY VIRGIN PVC CONSTRUCTION ~ITH F.I.P. THREAD INLET ANO OUTLET. INTERNAL PARTS SHALL BE STAINLESS STEEL AND NEOPRENE. ANTI-DRAIN VALVE SHALL BE FIELD ADJUSTED .FOR ELEVA'l' ION CHANGES FROM FIVE { 5) TO FORTY ( 4 0} FEET. ANTI-DRAIN VALVE SHALL BE SIMILAR ~o THE VALCON ·ADV· OR APPROVED EQUAL. ~ONTRCL tHR_:p,Jg CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT FURIAL COPPER WIRE AWG-U.P. 600 VOLT. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND WIRE CHART. IN NO CASE SHALL WIRE BE T,ESS THAN I 14. PILO'l' WIRES SHALL BE A DIFFERENT COLOR WIRE FOR ~CH AUTOMATIC CONTROLLER. WIRING SHALL OCCUPY TH£ SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHENEVER POSSIBLE. WHERE MORE THAN ONE (lJ WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER AT INTERVALS OF TEN (10) FEET. AN EXPANSION CURL SHALL BE PROVIDED WITHIN TIIR8E (~) FEET OF =li WIRE CONNECTION. EXPANSION CURL SHALL BE OF SUFFICIENT LENGTH· AT EACH SPLICE CONNECTION AT EACH ELECTRIC COr,r;I'ROL, SO THAT IN CASE OP REPAIR, THE VALVE BONNET MAY BE BROUGH'T TO THE SUR.FACE WITHOUT DISCONNECTING THE CONTROL WIRES. CONTROL WIRES SHALL BE LAID LOOSELY IN TRENCH WITHOUT STRESS OR STRETCHING OF CONTROL WIRE CONDUCTORS. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK tJ576 CONNECTOR SEALING PACKS_ RAINBIRD SNAP-TITE WIRE CONNECTOR OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK. FIELD SPLICES BETWEEN THE AUTOMATIC CONTROLLER AND ELECTRICAL CONTROL VALVES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE IRRIGATION CONSULTANT. AUTOMATIC CONTROLLER~ AUTOMATIC CONTROLLERS SHALL BE OP SIZE AND T¥PE SHOWN ON THE P_LANS. PINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE~ ' UNLESS OTHERWISE NOTED ON THE PLANS, THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER LOCATION TO BE FURNISHED BY OTHERS. THE FIUAL ELECTRICAL HOOK UP SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRIC CONTROL VALVES PROVIDE AND INSTALL ONE CONTROL BOX FOR EACH ELECTRIC CONTROL VALVE. CONTROL VALVE BOXES USE 10" X lO~• ROUND BOX FOR ALL BALL VALVES, CARSON INDUSTRIES f9l0-12B WITH GREEN BOLT DOWN COVER OR APPROVED EQUAL. EXTENSION SLEEVE SHALL BE PVC-6" MINIMUM SIZE. USE 9~• X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 1419-128 WITH GREEN BOLT DOWN COVER OR APPROVED EQUAL. ■ l ----·--•---· • 2.12 SPRINKLER HEADS A. ALL SPRINKLER HEADS SHALL BE OF THE SAM£ SIZE, TYPE, ANO DELIVER THE SAME RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS} OF THROW PRESSURE, ANO DISCHARGE AS SHOWN ON THE PLANS AND/OR SPECIFIED IN THESE SPECIAL PROVISIONS~ B. SPRA~ HEADS SHALL HAVE A SCREW ADJUSTMENT. C. RISER UNITS SHALL BE FABRICATED IN ACCORDANCE WITH THE DETAILS SHO«N ON THE PLANS. D~ RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. E. ALL SPRINKLER HEADS OF THE SAME TYPE SHALL BE OF THE SAME MANU- FACTURE!!. PARi• l"II. INSTALLATION J .1 LAYOUT A. ALL WORK SHALL BE LAID OUT IN ACCORDANCE WITH PLANS AND DETAILS AS SHOWN ON THE DRAWINGS. LOCATE IRRIGATION APPARATUSES, EQUIPMENT, ETC~ IN PLAW.i.'ED AREA WHEREVER POSSIBLE. B. JF MINOR ChANGES IN LOCATION AR£ REQUIREDt OR AS DIRECTED BY THE OWNER 1 S REPRESENTATIVE, WORK SHALL BE ACCOMPLISHED BY THE CONTRAC- TOR AT NO ADDITIONAL CO~T TO THE OWNER PROVIDING SUCH CHANGES ORDERED BEFORE ITEMS OF WORK DIRECTLY CONNECTED TO THE SA.ME AREA ARE IN- STALLED, ANO PROVIDING NO ADDITIONAL MATERIALS ARE REQUIRED. l.2 EXCAVATING ANO TRENCHING ·A. PERFORM. ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. &£STORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIO~S, ETC.~ DAM.AGED OR CUT AS A RESULT OF THE EXCAVATIONS TO TAEIR ORIGINAL CONDI'rlON, ANO IN A MANNER SATISFACTORY TO THE OWNER Is flEPRESEN'fA'l' IVE. . B. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF TWO (2) INCHES BETWEEN PARALLLL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISHED GRADE AS FOLLOWS: l. 18• COVER OVER MAINLINES~ 2. 12• COVER OVER PVC LATERAL LINES, 3. 6• C0VE.R OVER POLY TUBING LATERAL LINES. 4. ~6• COVER SLEEVED LINES UNDER DRIVEWAYS (PER □~TAIL). C. DIG TRENCHES STRAIGnT AND SUPPORT PIPE CONTINUOSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS ANO AS NOTED. J.l ~ACKFILLING A. THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACXFILLEO WITH THE EX- CAVATED MATERIALS APPROVED FOR BACKFILLING CONSISTING OP EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL IN LANDSCAPED AREAS SHALL B"E MECHANICALLY' COMPACTED TO A ORY DENSITY EQUAL TO 90\ OP ADJACENT UNDISTURBED SOIL IN PLANTED AREAS. BACJCFILL WILL CON.FtiR.H TO AD- .:IACENT GRADES WITHOUT DIPS# SUNXEN AREAS, HU:,1PS, OR OTHER SURFACE IRREGULARITIES. B. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY ?LACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE HALF I\) INCH IN SIZE WlLL 9£ PERMITTED IN THE INITIAL BACKFILL. C, I.F SETTLEMENT OCCURS AND SUBSEQUENT ADJUST~ENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN OR PLANTING, OR OTHE~ CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITH- OUT COST TO THE OWN~R. 3.4 TRENCHING AND BACKFILL UNDER PAVING A. TRENCHES LOCATED UNDER AR£AS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED ANO BE aACXFILLED WITH A SAND LAYER SIX ( 6) INCHES BELOW THE PIPE ANO 'l~HREE ( l I INCHES ABOVE THE :PIPE, AND COMPACTED IN LAYERS TO 951 COMPACTION USING MANUAL OR MECHANICAL TAMPING DEVICES~ TRENCHES POR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION: OF TH£ EXISTING ADJACENT UNDISTURBED SOIL ANO SHALL BE LEF'f IN A FIRM. UNYIELD!NG CONDITION. ALL TRENCHES SHALL BE PLUSH WITH THE ADJOINING GRADE. THE SPRINKLER IRRIGAT!ON CONTRACTOR SHALL SET IN PLACE, CAP, A~D PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. 3.5 PIPELINE ASSEMBLIES A_ ROUTING OF SPRINKLER IRRIGATION LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND VARIOUS ASSEMBLIES} IN SUCH A MANNER AS TO CONFORM WITH THE DETAILS PER THE PLANS. B. INS'I'ALL NO MULTIPLE ASSEMBLIES IN PLASTIC LINES. PROVIDE EACH ASSEMBLY WITH IT'S OWN OUTLET. C. INSTAL-L ALL ASSE..."1.BLIES SPECIFIED HEREIN IN ACCORDANCE WITH RES- PECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS P£R7A!NING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORX, PERFORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL OF IRRIGATION CONSULTANT D. SOLVENT WELD PVC PIPE FITTINGS USING SOLVENTS ANO METHODS RECO.H.M.EN- DEG BY THE MANUFACTURER OF PIPE. EXCE~T WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE ANO FITTINGS SHALL BE THOROUGHLY CLEANED OP DIRT, DUST, ANO MOI5TURE BEFORE APPLYING SOLVENT. CLEAN OFF EXCESS SOLVENT. ALL WELDED JOINTS SHALL BE CURED AT LEAST FIFTEEN (15) MINUTES BEFORE MOVING OR HOLDING AND TWENTY FOUR {24) HOURS BEFORE WATER IS PERMITTED IN THE PIPE. ALL POLY TUBING FITTINGS SHALL BE OP COMPRESSION TYPE. INSERT FITTINGS A.RE NOT ACCEPTABLE. AVOID KINKING OF POLY TUBING. CONNECTION BETWEEN TUBING AND FITTINGS TO BE CLEAN ANO FREE OF DUST AND DIRT. E. MAKE ALL CONNECTIONS WITH TAKE UP WITH LIGHT WRENCH 3.6 AUTOMATIC CONTROLLER THREADED FITTINGS USING TEFLON TAPE. PRESSURE. A. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL VALVE SHALL BE CONNECTED TD CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON THE DF.AWINGS, 3 7 HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER A. 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. B. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES, AND UNION AUTHORITIES HAVING JURISDICTION. • J.8 A. RE,MOYE CONTROL VALVES INSTALL WHERE SHOWN ON DRAWINGS ANO DETAILS. WHEN ALLOW AT LE.AST TWELVE (12) INCHES BETWEEN VALVES. MOTE CONTROL VALVE IN A SEPARATE VALVE BOX. EACH BE STENCILED ON VALVE BOX WITH WHITE EPOXY PAINT. GROUPED TOGETHER. INSTALL EACH RE- VALVE NUMBER SHALL J.9 A. B. ].10 A. B. ].11 A. B. c. . D. l.j.;I A. B. 3.13 A. 3.14 A. J.15 A. B. 3.16 A. 1.17 A. CLOSING OF PIPE AND FLUSHING LINES CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE P[PE AND SPRINKLERS. LEAVE IN PLACE UNTIL RE~OVAL rs NECESSARY FOR THE COMPLETION OF INSTALLATION. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS AND VALVES. SPRINKLER HEADS INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE ITEMIZED SPACING OF HEADS SHALL NOT EXCEED THE MAXIML'M INDICATED ON THE DRAWINGS. IN NO CASE SHALL TH£ SPACING EXCEED THE MAXIMUM RECOMM- ENDED BY THE MANUFACTURER. HYDROSTATIC TEST -OPEN TR£~CH REQUf;ST Ttl.E PRESENCE OF THE IRRIGATION CONSULTAN'l" AT LEAST l-"ORTY EIGHT (48) HOURS IN ADVANCE OF TESTING. TEST TO BE ACCOMPLISHED AT THE EXPENSE OF TH£ CONTHACTOR, AND IN THE PRESENCE OF THE IRRI- GATION CONSULTANT. CENTER I,OAD PIPING WITH ·sNALL AMOUNT OF BACKFILL TO PREVENT ARCHING OH SLIPPING UNDER PRESSURE. ALL FITTINGS ANO COUPLINGS TO BR TOTALLY £}(POSED. APPLY A CONTINUOUS ;a.NO STATIC WATER PRESSURE WHEN WELDED PLASTIC - JOINTS HAVE CURED A'f LEAST TWENTY FOUR (24) liOURS. MAINLINe TD BE TEST FOR FOUR (4) HOURS AT 125 PSI. REPAIR LEAKS RESULTING FROM TESTS, AND RETEST UNTiL SYSTEM MEETS SPECIFIED TEST. BACKFILLING AND COMPACTING INITIAL BACKFILL ON ALL LINES SHALL HAVE NO FOREIGN HATTER LARGER THAN(~•) IN SIZE. BACKFILL SHALL BE SUFFICIENTLY OAMP TO PERMIT THOROUGH COMPACTION. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES 1 WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTH£R IR.REGULARITIES. SE~TLING OF BACKFILLED TRENCHES, WHICH MAY OCCUR DURING ONE YEAR PERIOD AFTER FINAL ACCEPTANCE, SHALL BE REPAIRED BY THE CONTRACTOR, INCLUDING THE COMPLETE RESTORATION OF ALL DA.MAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND, TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. TE..~PORARY REPAIRS THE OWNER RESERVES THE RIGHT TO ~KE TEMPORARY REPAIRS AS NECESSAR~ TO KEEP THE SPRINKLER SYSTEM IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT R£LIEVE: THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER :rHE TERM.'.:i OF THE GUARANTEE AS HEREIN SPECI- FIED. ADJUSTING THE: SYSTE..~ ADJUST VALVES. ALIGNMENT, AND COVERAGE OF ALL SPRINKLER HEADS. IF IT IS DETERMINED THAT ADJUSTMENT IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE .MORE ADEQUATE COVEHA(iE, MAKE ALL NECESS- ARY CHANGES PRIOR TO PLANTING. THESE CHANGr:s OR ADJUSTM..ENTS SHALL BE MADE WITHOUT ADDITIONAL COSTS. THE ENTIRE SYST~~ SHALL OPE.RATE PROPERLY" BEFORE ANY PLANTING OPERATIONS COM......,,ENCE. ELIMINATE OVER-- SPRAY ONTO WALKWAYS OR PAVING_ MAINTENANCE THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER FULL AUTO- MTIC OPERATION FOR A PERIOD OF SEVEN (_7) DAYS PRIOR TO ANY PLANTING. THE ARCHITECT RESE.RVES THE RIGH.T TO WAIVE OR SHORTEN THE OPERATION PERIOD, CLEAN -UP CLEAN UP SHALL BE DONE AS EACH PORTION OF WORK PROGRESSES. REFUSE ~ND EXCESS DIRT SHALL BE REMOVED FROM THe SITE, ALL WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN. ANY DAMAGES SUSTAINED ON THE WORX OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. SITE OBSERVATIONS IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PrnFORXEO UN- DER THE OBSERVATION OF THE IRRIGATION CONSULTANT, IT WILL BE THE SOLE RESPONSIBILITY OP THE LANDSCAPE CONTRACTOR TO NOTIFY THE IRRIGATION CONSULTANT TWO 12) WORKING DAYS IN ADVANCE OF THE TIME SUCH OBSER- VATIONS ARE REQUIRED. FAILURE TO CALL FOR ANY ONE OF THE OBSERVATIO~S CALLED FOR BELOW WILL CONSTITUTE IMMEDIATE __ ~~Q_PAGE OF ALL PERFOR.""l.ANCE PAYMENTS TO THE CONTRACTOR. OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING: • • • l. UPON INSTALLATION ANO TESTING OF MAINLINES, ____ VISITS. THESE PLANS APPROVED! roR "-LANO _!'ING ONLY J AUSTIN HANSEN FEHLMAN -GROUP- ARCHITECTURE LAND PLANNING INTERIOR DESIGN 9605 SCRANTON RD. SUITE 202 SAN DIEGO. CA 92121 (619) 458-1361 • a. a: 0 0 (/) w 0 -> a: w (/) > l-a: w a. 0 a: a. ..J <C w a: DRAWN CHECKE:D <( -z a: 0 LL. -..J <( 0 ~ Cl <( (I) en ..J a: <( 0 2. UPON INSTALLATION OF LATERAL LINES, ____ VISITS. 3. A COMPLETE OPERATING TEST OF ENTIRE SYSTEM AT FINAL ) I\• ' , ____ \L,)tV\ • !<;SUE~ PERMITS FO GNS A D ALLS ·1 ---; , I "'°;., REQUIRE SE TE APPR AL I .·· I '-."--' 4.0 A. OBSERVATION, _____ VISITS. THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIL THE FINAL OBSERVATION HAS BEEN MADE AND ALL INSTALLATION APPROVED BY 'fHE IRRIGATION CONSU_LTAN'f PURPOSE OF SPECIFICATIONS IT IS THE INTENTION OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORX OF INSTALLING A SPRINKLER SVSTEM WHICH WILL OPERATE IN AN EFFICIENT ANO SATISFACTORY MANNER ACCORDING TO WORKMANLIKE STANDARDS ESTAB- LISHED FOR SPRINKLER OPERATION. NOT WITHSTANDING IS TKE FACT THAT THESE SPECIFICATIONS MAY BE DEFICIENT IN SETTING FORTH A COMPLETE DETAILED DESCRIPTION FOR THE WORK TD BE DONE. IT SHALL BE THE RESPONSIBILITY' OF THE CONTRACTOR TO INSTALL SAID SPRINKLER SYSTEM IN SUCH A MANNER THAT IT SHALL OPERATE EFFICIENTLY. ., ,;.,-· ! ""-. / ,~> . Y/ : -' PROJECT NO 87 .321 Q SHET nnt IRRIGATION SPECIFICATIONS SHEET NO· g • g --. ..,. 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REQUIR£ SI RATE APPROVAL C +----. ---4· GRAY MARBLE CABINET e> jo '),o "10 e,? fT < ' -{ J ~ 1 Q ~ J z w " " z " ;::::;: < z (:, ,.~ ~ J < -~ • 0 I . "' • 0 I . "' -r-- 1-- i----~------ . --·--, iisi REAL PROPE.RTY SERVICES toar r l ,._ _,._. ___ ,.,..,--..-~-=·==•·--·~--•--=~ _.........__.,. _______ ~ ------ -------1------, i L--· ·----.·· I 20·-o• I .. ·------r . -~114• DEEP ROUTED LETTERING PAINTED BLUE --3"x3" REVEAL CONCRETE BASE ANDBL, ti . MONUM-ENT SIGN ~~ --- ' ~~~ 0 ·• "i'· ·-. . . . ' ! ' ' AUSTIN HANSEN FEHLMAN -GROUP- ARCHITECTURE LAND PLANNING INTERIOII DESIGN 9605 SCRANTON RD SUITE 202 S.Ar-.: DlcGO. CA. 92121 (619) 458 1361 <!) :2-\4' jBB ~~-:-f-u., • a. cc 0 0 "' ~ w z 0 a: -0 > LL cc ::J w <C "' (.) > ~ .... 0 cc <C w m a. ~ 0 a: cc <C a. (.) ..J <C w cc Dis't,.V',i~~ ~r6 CHfCKEC L-..S~ :ssJtG ' , i 1:2.0i!:.>'::J • li~i% ,_' / c." I~_.,,,. ·1· .;,;;::O ' ' Pf<OJ!::Ci NO 87.3210 · SHF-i1Tlt PLANTING P)..AN Si--lfft NC L4 .I_ IC943.3 8 1-PLANTING BACKPILL MIX . · '{/.i fJ tp %' 1-PLANTIN BACKFILL , • • • ~ ,di (PUDDLE & SETTLE '/Y\ 11, (PUDDLE & SETTLE, · ~ L"' ,F-PLANT AT. FINISH GRADE) '11 ~ ~-al) lT PLANT AT FINISH GRADE) ~ ,,_ ~ 2-5• WATERING BERM .11N/!M!J 2-2· DIA.x 10' LONG "' v ,.,_ LODGEPOLE PINE STAKE ifc ~ t{) """ 3-PLANT TABLETS ~ .i!o (6' BELOW GRADE) 3-NAIL TIE TO STAKE 1 ,:.. ,.. REFER TO SPECS. . ~ 'fl ,., 4-STAKE !2j t;f!o,., ,.. f! 4-ROOTBALL J----111 . ~ ..,, "" 't{) . 5-TREE TRUNK I ,)tflp_ik,,. -f 5-10 GAUGE (MIN.) GALV. 0 z 0 {Ji) GUY WIRE (3 REQ'D) 'i'c-~:.1 6-ROOTBALL "' "' ~ 6-HOSE COVER 7-VINYL TREE TIE BY BORDEN" OR APPROVED ea. (2 REO'D) ~ -~ z -I= i5 " -I --6 I ~ ~ ~ 9 -< ~ ·::<.;..:--,.. 'Li' . i , .•.. :-·e!...--t; 7-4'(MIN.) PLASTIC TUBING 8-SLOPE 9-FINISH GRADE 10-6d'MAX. 11-8" SO.x 16' CONC. BLK •. DEADMEN (18" DP. MIN.) -~ 0 u C Q ~ > z < -~ J•Mil~ ~-~ . .f ;;{1: ~ .. ,;: r _:./ 12-1'109 TB ALL DIA.x 2 'l---<•f1.t: 1~i-};}.,, -°" ::'.;. (36 MIN.) s..-l ~~~'!?;" 13 2• DtAMETER PVC ==---=-- C • ~ 0 '-""' C' '7:,,' ,, ..... --f,,-----~ -14 3• DIAM. X 2 TIMES "-- § .,,_-~--" liiii~: -.. cl~, i-- 8 0\ 12 I !-~--==• :__...!...TuR...,EE..._._P_,,,,LA~N=T~I z 0 ,. ~ a: > :l' 0 0 -•> 0 Ci •> 0 § ~ ID co " -" ., I lf, lf, z ., n' C 0 '° z ~ " 0 z ., C ~ < I• lf, z (!) '" -0 lf, < -0 I 'S lf, 0 -z 0 z ,j}) ~ ~ ~ 1 '. IV '<i> -----...,.. . pr1~,,,,,, =111 . ijj ... Uli~ 11' = l_=,:;, f 6 '? v§ i SHRUB PLANTING -,, -I " z :? u -z z 0 u ; 2 . \5 z ,,,,..,. --·.r-.... ·- 2 ::O,.B<S, . : .... i,;~,· s .(l .. ~ ... C!:. ~ ••• o ··bi, .. -:J' I . \:CJ, -~_:":i: a.ctir-mrnmr . f' • .L .. J~~-. o · · ::.oO' Q" -._ c. ' . 'O. i? . ~ li\ -.. ':__:. :·. ·· 0 ~I ~mm1 G e· < -,. '.! C 3 C z s ~ 6 ~ " ~ ~ ROOTBALL DEPTH. FILL WITH 3/8" CRUSHED ROCK COVER WITH FILTER FABR 1-SHRUB 2-ROOTBALL 3-SLOPE 4-ROOTBALL DEPTH x 2 S-ROOTBALL DIA. x 2 6-6" WATERING BERM 7-P~ANT TABLETS (3 BELOW GRAD~ RE.FER TO SPEC~.) 8-PLANTING BACKFILL (PUDDLE & SETTLE, PLANT AT FINISH GRADE, 1-CONCRETE 2-1/2" RADIUS (TYP.) 3-.,,.3 REBAR CONTINUOUS WI 12" OVERLAP AT ALL SPLICES 4-1• IN LAWN AREAS 5-2• IN SHRUB AREAS 6-6" (TYP.) ~ J 6 "'.::-.=:~ . ~, Z"'\ b--· LANTING ,;:...·.i-,,.... ' _, ' ,. i . .:,..~ '·1 ---:---;---c-~:?~.-:' '=:.,..... . .,,.~---~-·- ---M~JQi!f~,L&;:;1.1~,~~j!~:~Ji-~-~~ ~ 'F __ •,.,., -!tt,i...&:---. ~ -~ '$ .. .,~ ~ ' .•. ~ • " ~ •• _, 'ti' ,:· I·:· ., . '.· .............. .a,f-(4 '. SQUARE $PAC~ :.' ~ ~ ~ • ~ r!~ ,I ,~. ~~ '6 r!.•*•*••fl • · '; ltti ♦f . If ,wi"' ,t_..., !f' ~ ♦ ·: :"<!! •• ll'. ; ~RIANGULAR SPACING 8-PLANT TABLETS (3" BELOW GRADE REFER TO SPECSJ 9-ROOTBALL DIA. x2 10-6" WATERING BERM 11-SLOPE 12 2" DIAMETER PVC 13 3• DIAM. X 2 TIMES ROOTBALL DEPTH. Fll.L WITH 3/8" CRUSHED ROCK COVER WITH FILTER FABRIC. 1-2· 2-PREPARED SOIL 3-PLANT TABLET (5 GRAM) 4-CONC. MOW STRIP, WALL, OR HEADER 5-REFER TO PLANTING LEGEND FOR SPACING 6-s• CLEARANCE (TYP.) GROUNDCOVER PLANTING ~~Jl1,··.~nu1 f ... _v lh1:t,~rJf ;_;=,1.,, ~"-UJ!i ,, --. :;J 1\1, . . ii.,. ~I~ t, ::'i>;~= \. \ , ::~·r:...~ \ tJ ~: . \ \ "J ' . ' \ c.:=:$' I d j ' i1!il "" ' '"'""' . «·1 \ ,1·\b·,, l_UJi~~ \' \ ~·.c::2;1 ·--, .;~l!'/j'. -zau;.4' I lli 1-FINISH GRADE IN LAWN AREA 2-(4) 3/8"x4" REDWOOD BENDER BOARDS AT RADIUS W/ 2"x4" REDWOOD HEADER BOARD IN ALL OTHER CONDITIONS 3-2· 4-FINISH GRADE IN GROUNDCOVER AREA 5-2"x2"x16" REDWOOD STAKE W/ 2 16d GALV. NAILS AT 48" O.C. MAX. I @CONCRETE MOW CURB < I ~ ~ f) tp ·,w ~ 1_: PLAN:iNG BACKFILL . ... ..• J -._.,, HEADER BOA~D INST ALLA TIO~ .... j " . · · (PUDDLE & SETTLE, § J !?rJ.JJ ~ ft[) C/b {) 9J ' PLANT AT FINISH GRADE) ts' ,,Jjf,@,1?) o O , 2-2• DIA.x 10' LONG 'l rWJfj}li,o, f/)_tf /'mn LODGEPOLE PINE STAKE ~ T " Q ~ > ID o I• I 0 -C < 0 z ~ C 0 ,, I -> ID D C- L -lf, -C ~ -C C 0 0 " < <,! 0 " lf, ©=Ji ~ 'llf . I 3-NAIL TIE TO STAKE 4-STAKE 5-TREE TRUNK 6-ROOTBALL 7-VINYL TREE Tito Bv 'BORDEN" OR APPROVED EQ. (2 REQ'D) 8-PLANT TABLETS (3" BELOW GRADE REFER TO SPECSJ 9-ROOTBALL DIA. x~ ,,,, 10-6' WATERING BERM _.--~·I"';'µ'"'" .:,.1..:,1 _-,,.S:c.:;:L.:;O;..P.;E:..,__,._,.---. ..---A,S\jl!'li· I ' if l, _,.., .,,..,,_,c,-.·. . . --2• DIAMETER PVC z < a: 0 :l' t!'.!w~··.'.n:~:!&-~'~'., 3• DIAM. X 2 TIMES -.. . , r·r 'vi--:1F1:w11 \ ROOTBALL DEPTH. FILL ~ ~: :-:: -'!.c';. ,K,<i _ 111 ,,_~ WITH 3/8" CRUSHED ROCK.» ~ ;i,,~ ), !_..J ~,)\i:,-" .f, r::-,. COVER WITH FILTER FABRt, z . t.:.~ .. -f,, -~! ·.:= :'._( ~ i-~ 1·--1 ···:_=._ J. ajE~. -'✓ 'J), . / -a' PLANTING & SINGLE STAKING .I .. 1-3• LAYER Of WASHED PEA GRAVEL 2-PLANTING SOIL MIX 3-PLANT TABLET 4-ROOTBALL 5-CONTAINER 6-SAUCER 7-1 1/2" LAYER OF SHREDDED BARK MULCH 8-2· 9-2" DIAMETER PVC STAND. PIPE PLANT MATERIAL SCHEDULE ABBREV. __ BOTANICAL NAME '~-~---.....----.~:::::,..=,,,,-------------.--...,....----...... --•----. COMvtON NAME <tir&Ji~f,'.bt>,lZ-~f"~ '~A.,._,..t, l ""( ' "...-.;.; L' ••,:;:,;:::: /'-,-..,t ~-~ -.,;ur,;~ ...... / ~ \ \ 11 I . . . A ' \i Ii .,,._.,,..,._~__.... ~ , 9o..J,s ~.)>,"1! ',J,b., ·~ ' . ' k!:x;~>J& ~ !1 j ti " f"'O~...P-f:.J-t:.....F-!A f,~"4?;,, I ·i-.i • C,. ,._J, - H~cL!.A ~f-1'-NDi~ ,·~~rie,, t:,1y~I 0t=:<u,1-le..ia,.J ~Noi..lA II 11 ,! !I I I! I! 11 11 N ti 1[ Ii ,.::, I-A: AN j -":, ~ l"'-i rt::> LI A 1 "( ,'<. f ..J &'0 D 1 LO'l DoN f i.,.,..i.. Ne-~~ SIZE -;;,~,·-~ ~ 1---( ' '1!:;>_~ ©l~'~;< MIN. HEIGHT ,. ! "'"'' 0 -,._ ' tJ. -4'' ·=-4 ' -11'. ~ I~ (!,o;..L,..,, I CR " -;-- ' ✓ <:,,;;;. ~ , ~,.,1 11'' !"'--' ' 7--'t' ~ '''t'-11' ':6-~t-7'-e;:,' MIN. SPREAP..d , ' ..J L-· -~ n' ,...,1 .... -~ I '< Cc -D -~~ I .:z--~ I ., I ,:;.. • I J : ,,-I 4'" -'? .:z_.: .. ?-;, • REMARKS ✓----....~-~-..,,..-------._,,, ------ =-J,._i., r ;~t:::,, ;:;-MbrF"-(,;::JNi'-' ii ,, i! 1 I I: 1, 11 ii ii Ii ,l 11 ; !1 ,, ---------- i; i_l -./ l-r--~1,;1,. ' I V--· . ..--..+r--_} --.. ,__.,.. ...... ___ .-. ___ ., p~-..... ~ ..... - '"""f""' -,, i ~. I !-'Ji.:',-i ' NI"- ,:::...,..,-.:;;. A. . ·---~ I. 1' " -:.,, l ! "J-;~l ! :--UNI'-° I f I 11 ,; ,L,, ~ I ' ' ' ' I .L: I I I -i,-r, ;0·'2-1·? I' Ii 1 ! II If I 11 I ,1 Ii ,-; ~-i -= :z_ -~ JL Ii I =1zi• ,,,. -1' __ , I I , ,_ _____ -_-_-__ <t{1~ilS-~..r.z;,..Ac>,-:-"~--y~ --:¥~ ~~a:; "':(,;! ~ ;;·:·e;, ✓-,j~~-0~~ -I 11 : ...,,. _ _;.._:=.~~,.. '\i I ! -;.,: ' r--------~''t:·_Pl_--l_c:rri_,_,'-1_· 1_1A_~_; _12_,J:,,&;._,S.~I -~ • '=' -· >' -' 1 ;1 . ( C?,AL.-, c.J '. 2 ,. FJt..L. '1 ~, c,,,a:,,:::, ,::,.o,___~-:) ' ~~ ,....__ •·· ·----· "( ,,,., -• ___,;····~---~__..'->-< .r. . '-.A ,._ ----L~ ---•. <---· ·~--·----"----·...____-~ I 0 L---• --• ••,_-""" • ••~---•--~---------~--~ 1---,.-• .......__.,.~..____,• •• .. •----•-•••• ••~'"' •• -• -'-. __l y-, y:,-~,____., --:,., ~ ¥ Y; ~ y ' -.... ~ f ' -/ ( • ---. --. .. I' )'I: - . ' .-.,' ''f 'I+ ~1:' , :,N~ 1vy' ~"!""""- FESCUE / YARROW / DAISY MIX ' A:::t"fl 1., ... 1::A.. M1l.U:-Ft>L-IUM Pl i"bFM-tc;rfHS::JA fLUVIN-lt:> ~b17J~ ~Ulef2,6,,. TURF. • ] ''-1/:>AA 7HoJ.l ~ • PLANTING NOTES ALL PLANT MATERIAL SHALL BE APPROVED AT THE PROJECT SITE BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ALL PLANT MATERIAL REJECiEO BY THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE PROJECT SITE AT IIIO . ADDITIONAL COST. NO TREES SHALL BE PLANTED WITHOUT . APPROVAL. THE CONTRACTOR IS RESPONSIBLE TO HAVE ALL TREES AT THE PROJECT SITE FOR CrlECKINGAT ONE TIME. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. , ALL PLANTS ARE TO BE FREE OF OlSEASE AND SCARS, AND ARE TO HAVE GOOD COLOR, FULL HEADS, ANO GOOD. CALIPER. INSTALL 1 1/2 • LAYER OF SHREDDED BARK MULCH THRU-OUT ALL PLANTING AREAS (2:1 SLOPES & TURF AREAS ARE NOT INCLUDED). CONTRACTOR SHALL iNCLUDE UNIT PRICES IN BASE BID FOR ALL SOIL AMENDMENTS Q.e. SOIL CONDITIONER, FERTILIZER, ETC.) SLOPE ALL PLANTING AREAS AWAY FROM BUILDINGS AT 2% MINIMUM FOR 5'. ALL PLANTING WORK SHALL BE INSTALLED AS PER STANDARDS, SPECIFICATIONS & DETAIL~R THE CLTY OF CARLSBAD. ~ • CONTRACTOR SHALL BLEND NEW PLANTING WITH EXISTING PLANTING SO THAT THERE ARE NO BARREN AREAS. WHERE OVERLAP OF EXISTING AND NEW PLANTING OCCURS THE CONTRACTOR • SHALL CREDIT THE COST OF THE NEW PLANTING BACK T.O THE OWNER . ,J ~ " Wrt:re. 1A~ Wf-frr~ P--ioY 'f<l::P ~ I • Y-Y-r-~~ HYDROSEED MIX #2 ~ OCX)>NJRSI.EGl,ME ALYSSUM 'ROYAL CARPET' LOTUS CORNCULArus GAZAN1A HYBRIDS ESCHSCHOt.ZlA CAUFORNICA NEMOPHILA MENZIESU;. FERTILIZER (16·20·0) AZrAC BINDER MULCH .. Q[Y 5 UlSIACRE 4 I.BS/ACRE 4 t.BS/ACRE 10 UlSIACRE 2 t.BSIACRE -,...,, . 2 I.BSIACRE 3 00 I.BSIACRE 120 I.BSIACRE 2000 t.BSIACAE ,; ~ ~ ~FP J 6cO I PllBITY GEl3M 98% 85% 95% 80% 95% 85% 70% 85% . 95% 75% 95% 85% r-Ju.. FLA11'-,, WE.U., f=::,TE-e>,6«:i. ,,. ..... /4... -1: u I ii , 2, 1-f-:,::,./ ~ 'b J,e6-/~ 2:o l,..le:b, I~ ' ,. TH~s~:5~s i~~VEO .. • • • AUSTIN H A N S E N FEHLMAN -GROUP- ARCHITECTURE LAND PLANNING INTERIOr, DESIGN 9605 SCRANTON RD SUITE 202 SAN D!EGO. CA 92121 (619) 458·1361 <!.> .t.; ,:,, 85 ~ i·!t-U:> • 0. a: 0 0 en w 0 -> a: w en > l-a: w 0. 0 a: 0. ..I <t w cc <( -z a: 0 LL -_J <( (.) R C <( m en _J a: <( (.) o,,A,,, i,,JSM CHf:CK~l: __ ~-~ ISSUED , il~e.!ee t ;' ~ ::_.l) PRO.:ECT NO 87.3210 SHFfT TITLE PLANTING DETAILS, LEGEND, & NOTES SHFHNO LS I ,/' !l1ij30 ~,-------;.----------~-~-:------.-----.---------.. (') z • < • ::, . t 1.08 INVOJCING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL f'REPARATICNCOOFORMANCETEST 7. Each tree and shrub stiall be placed in the cenler of the hole and shall be set plumb and held rigidly In position until the planling backfill has been. tamped from around each root ball. E Sodding Lawns: J. Substitutions will nol be permitted excepl that if proof is submiltecl that any plan! specified is not obtainable. a proposal wilt be considered for use of the nearest equivalenl size or variety and cost. All substitutions sut)iect to Landscape Arch-itect's WJitten approval. -z "' z 1 z s w r -0 z 0 ~ ::, ~ w ~ z "" ~ w I -s 0 r -~ ~ ~ g < r ~ w ~ 0 ~ ~ ~ ~ > z < ~ I• 0 w z 0 'i ~ ~ 0 u 0 ::, ~ ~ w ~ > z < g 0 w ~ 0 ~ ,I 5 ~ 0 ,l; 0 w ~ ~ w ~ ~ ~ ~ ~ z < ii: ~ 0 ~ -z ,: i ~ < ,. "' z (') in c g c; I u cl 0 w z 0 z -u w 0 ~ ~ 0 w w () e: w r -r -" z 0 -u w z 5 () z 0 z < z 0 w ~ ~ 2 0 -~ " I-> -0 C z ~ C "; \2 w Ci -< w ~ <.! -~ ~ 0 z ~ ~ ~ 2 (!) I T -" z w ~ z < r z -0 " -t ~ 0 ~ ~ ~ w r -0 ~ > ~ 1--z ~ 0 w ~ < " ;,: ~ 3 '!2 t > ~ 0 --z w --it w ~ 0 " < <.! 6 ;,: ~ z < s: 0 ~ ~ > z -~ i ~ z ~ w 0 '{/ PART 1 -GENERAL 1.01 DESCRIPTION SECTION 02900 lA'\JDSCA.0 E PV.NTING A. Work Included: All sorvices. labor, materials, transportation and equipment necessary to perform !ho work indicated on tho Drav:lngs and r..s sp('cif;ed 1.02 SUBMITTAL$ A. Comply with pert1rent provis'.rns o1 Secl:on 01300. 8. Fertilizers and ;.cil conditioners 1. Sample;, of an soil amendments and plan!s shall be submitted for review and slored on site until furnishing of materials is comp!eled. Delivery may begin upon approval of samples or as cllrected by the Landscape Architect and lhe Owner. 2. Quantities ol lerUfrzers and soil conditioners shall be $S per the agronom~ report which shall be pro11ided as part of the Contract by a licensed soil laboralory. Sample shall be submitted to Landscape Architect prior to planling. 3. Wrilten certification for the quantity of seed material shall be submitted to the Landscape Architect prior to installation. 1 .03 GUARANTEES AND REPLACE;'.AENTS A. Shrubs, vines and groundcovers shall be guaranteed to remain healthy &r"td vigorously growing for 3 months from time of final acceptaf1£!.: 8. All trees ihat have been supplied and installed under this Contract shall be guaranteed to live in a healthy condition for a period of one (1) year from dale of final acceptance of project Plants to be inspected for disease prior to planting by authorized arboriculturist C. All plants found to be dead and all plants not in a vigorous condition noted within the GuaranIee Period shall be replaced wilhin fourteen (14) days. O. Plants used for replacement shall be 1he same kind and size as specified in the plant tis!. They shat! be furnished, planted and fertilizlad as originally specified. 1.04 OBSEAVAT!Q\l A. Observations herein specified shall be made by the landscape Architect. The Contractor shaH request observations in writing, 3 days in advance of the time observation is required. B. Observation will be required for tha following parts of the work: 1. Incorporation ot soil cc"\d!tioning and fertilizing into the soil. 2. Upon the completion of grading prior to planting. 3. Approval of plarrt materials. 4. When trees and shrubs are spotted in place for planling, but before planting holes are excavated. 5. Verification of finish grades. 6. When planling, and all other ~ndlcated or specHled work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. 7. final Observation at lhe completion of the slxty (60) day Mainlenance Period. This observation shall establish the beginning date for the one year guarantee of all trees. C. Acceptances: Upon completion of the Final ObsetVatlon and the work of lhis section, the Contractor will be noliHed in writing (1) whether lhe work is acceptable; (2} of an~ requirements necessary for completlon and acceptance. 0. This Contractor or his aulhorized represenlative shaU be on fhe stte at the lime of each observation. 1.(,5 MAINTENANCE A. The Maintenance Pertod begfns on the flrsl day after all landscape fffigallon work on this project is complete, checked, accepted, and written approval from the Archllect is given to begin lhe Maintenance Period, and shall continue thereafter fol' no less than sixty {60) continuous calendar days. B. The Contractor shall continuously maintain all involved areas of 1he Contrael during the progress of the work and during lhe Maintenance -Period Ufllil the Final Acceptance of the work. · C. Regular planting mainlenance operalions shaD begin immediately af!er each plant or lawn IS planted. Plants and lawns shall be kepi In a healthy, growing condition and in a visually pleasing appearance by watering, pruning, mowing, rolling, trimming, edging, fertilizing, restaking, pest and disease controlling, spraying, weeding, cleaning up and any other necessary operation of malntenance. Landscape areas shall be kept free of weeds, noxious grass, and alt 0Iner undesired vegetative growth and debris. Al~ plants found to be dead or in an impaired conditon shall be replaced immediately. 0. The Contract completion date of the Contract Mainienance Period wm be extended, when in the opinion of lhe Architect, improper maintenance and/or possible poor or unhealthy condition Of planl9d material or uneslablished non-covering lawns are evident al the termination of the scheduled Mainlenance -Period. The Contractor shall be responsible for addtt!onal mainlenance of lhe work at no change in Contract price until all of lhe work is completed and acceptable. E. The Contractor shall be responsible tor maintaining adequale protection of the areas. Damaged areas shall be repaired immediatoly et the Contractor's expense. 1.06 LAYOUT OF WORK A. The contractor shall employ, at his own expense, a registered Civil Engineer or licensed L.i.nd Surveyor to lay out the work of the project, to establish at! reference points set for construction, and the certification of finish grades wilh Civil Engineer's drawings. 1.07 GENERALREQUIAEMENTS A. The tenn •pIanting Area· shall mean all areas to be planted with lrees, shrubs, groundcovers, and/or sod. B. Aclual planting shall be performed during those periods when wealher and soil conditions are suitable in accordance with localfy accepted horicultural practice. C. AU rock and other growth or debris accumula!ed during !he duration of the project shall be removed from the Sile. D. Prior to excavation for planting or placing of plant materials, locate all underground utility lines still in use and take proper precautions to avoid damage to such improvements. 1-n the event of a conflict between such lines and planl locations, notify the Landscape Architect who shall arrange for the relocalion of one or the other. The Conlractor assumes art resp6nsibility for making any and all repairs for damages resulling from work as herein specified. E. Grading and soll preparation work shan be performed only during the period when beneficial and oplimum results may be obtained. If the mois1ure conlenl of the soil should reach such a level that working it would destroy soil slruc!ure, spreading and grading operatJOns shall be suspended until the moisture content is increased or reduced to acceptable levels and !he desired results are likely to be obtained. F. All scaled dimensions are approximate. Before preceeding with any work carefully check and verily an dimensions and immediale!y inform !he Landscape ArchitecI of any discrepancy between lhe drawings and/or specificalions and actual conditions. G. Ouanlilies for p!anl materials are shown for convenience only, and nol guaranleed. Check and verify counl and supply sufficienl number to fulfill inlent of drawings. H. Adequately stake, barricade. and protecl all inigalion equipment. manholes. ulility lines, and olher existing property during =:1.II phases o1 lhe soil amending and grading operations. I. Specimen Tree Selection: 1. One sample each of each lree variety and size, indicated on drawings, 15 gallon and larger shall be delivered to the project site for approval prior to insIallalion. 2. The Contraelor shall immedialefy remove any trees no! approved. 3. The Conlractor at h!s option and al his expense, can retain the services of the Landscape Archilect 10 review trees 15 gallon and larger lagged al the nursery andlor al its place or growth, or as otherwise specified on drawings. J. Shrub and tree samples: Typical samples, lhree each of all varieties and sizes (5 gaHon and under -shrubs, 5 gallon and under trees) of atl ptant materials shall be submitted for observalion approval at the site a minimum of fifteen days prior lo planting operations. Approved samples shall remain on the site and shall be maintained by lhe Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporated into the work. K. Rejection and Substitution: 1. All plants not conforming 10 the requirements herein specified shall be considered deleclive, and such plants, whether in place or no!, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant malerials shall meet an applicable observations required by law. All planls shall be of the species, variety, size. age, flower color and condition as specified herein and/or as indicaled on the drawinJJS. Under no condition will there be any substilution of plant species. variety, or reduced sizes for those listed on lhe accompany drawings, except with the express wriHen consent of lhe Landscape Architect. L Tree Drainage: 1. II shall be lhe Contractor's responsibilily to provide adequale drainage of all lrees, sufficient lo ensure healthy growth. • • A. Upon delivery of materials and/or completlon of an soil condtlloning and grading but prior lo iniliating planling operations. the Landscape Architect with the heretofore specified signed copies of required certmcaIes, trip slips, and invoices !or soil preparation materials, shall invoice such materlal, comparing lhe I0Ial quantilles of each material fumished against lhe tolal area to each operation. If !he minimum ra1es of application have not been mel, the Archlteci will require ihe distribution of additional quantities of these ma1erlals to fulfiH lhe minimum appUcatlon reqw8ments specified. S. A11er installation of -plant ma,erials but prior to the premaintenance observation. the Architect, with the heretofore specified signed copies of the required certifteates, trip sllps and invoices for lhe plant materials and related items, shall invoice such material, comparing the total area andlor the amounts specified. If the minimum amounts have nol been furnished, Ihe Architect wilt require the Installation of addilional materials to fulfill the minimum r-equirements specified. · .c. After soil amendments have been thoroughly mixed into-the slle, random samples of the mixed soil will be taken by the Archilect and submilled to the soil laboratory. Cos.I of the above testing by the soils laboratory shall be borne by the OYmer. PART 2 • PRODUCTS 2 .01 SOIL AMENDMENT AND FERTILIZER A Soil Conditioner shall contain a special blend of organic fracUons to supply several degrees of breakdown rate, a porlion of inorganic amendment lhal resists further breakdown, a long-lasting form of iron, PH of 5.5 to 6.0., salinity of 1 7.i:;, organic mailer (dry weight basis) more than 90%, non-ionic welling agent and total nitrogen content of 0.5%. (Loamex, Organo Life Fores! Humus or approved equal). B. Gypsum shatl be a commercially processed and !)ackaged gypsum (CaSo, 2 HO). Calcium sulfate product 94.3%. Ninety percent shall pass a 50 mesh screen. C. Iron Sulphate of approved quaflty by Lanscape Archil8C1. 0. Fer!llizer (pre-plant 1·10-10) shall be tong-lasting controlled, release uni~.,rm in composition, free-flowing suitable for application with approved equipment, and shall comain the follow-ing minimum available percentages by weigh~ of plan! food: Nitrogen Phosphorous Penloxide Potassium Sulfate 1% 10% 10% minimum minimum minimum Fertmzer (post planting} shall be organic based, long-lasting, non-burning, stow release, free-flowing, uniform in composition, suitable for application with approved equipmenl, and shall contain the fellowing minimum avaHable percentages of weight of plan! food with trace minerals of 2% Iron (expressed metamc} and 7% Sulfur (elemental), Zinc .5%, and Manganese .15%. Nltmgen Phosphoric Acid Polash 14% 7% 3% minimum minimum minimum E. Planting tablets shaH be tlghlly compressed chip type commercial grade plantlng tablets, or varying sizes wilh the following available percentages by we~Jhl of plant food: Nitrogen Phosphort::: acid Potash 20.0% min. 10.0% min. 5.0% min. 2. 02 PLANl l,,iG MIX ,- A. Growing medium for on structure or oontainerlzed plantings shall be "Good Earth· #75 by Wilbur Ellis, or equal (no known equal) a pre-mixed blend of sphagnum peat moss, per!ite and other horticultural ingredienls. 2.03 Pl.ANTING BACKFILL A. Planling backrill shall be e thoroughly blended mixture of soil and soil amendments at .one localion on project .site and dislributed mix shall consist of the following: Soil Conditioner (Wil-Gro Lile or equal) Existing Soil 1 1 1 part part Iron Sulfate lb/cu. yd. of mix lb/cu. yd. of mix b'cu. yd. of mix Gypsum Fertilizer (pre-plan!) 15 4 2.04 STAK!NGMATERIALS A. Staking: Stakes shall be lodge pole slakes. Slakes shall be no less than ten (10) feel in length & 2• in diameter. e. Tree ties shall be Bordon Cinch-Tie or approved equal. 2.105 GUYING MATERIALS .A, Guy wires shall be of pliable, zinc-coated steal of No. 1 o gauge. B. Anchors (deadman} tor holding Quy wires shaU be s• square X 16• concrete blocl<o@ 18" deep (min.). C. Hose for covering wire shall be of 2-ply reinforced rubber, used or new, garden hose type of at least 1/2 inch in diameter. 0. Flags, to be attached to guys, shall be white P .V.C., 1/2" diQmeler and four feet long. 2.06 Pl.ANT MATERIALS A. Nomenclalure: The scientific and common names of plants herein specified conform with the approved names given in "A Checklisl of Woody Omamentai Planls of California; published by the University of Calilornia, College ol Agriculture, Manual 32 {1963). See list of plant material on drawings. 8. All plants shall be vigorous, of normal growth, free from disease, iosecls, insect eggs, and meet or exceed lhe measurements specified. C. Container stock (1 gal., 5 gal., 15 gal., boxes) shaH have grown m containers tor at least six months, but not over two years. No container plants that have cracked or broken balls of earth, when taken from the container, shall be planted, except upon spacial approval. No trees with damaged roots Of broken balls shall be planted. D. Pruning shall not be done, prior 10 delivery, except by wriuen approval by landscape Archilect. E. Inspection of Plant Malerials, required by City, Counly or State authorities, shaU be a responsibility of the Conlraclor, and where necessary he shall have secured permits o< certificates prior 10 delivery of plants to site. F. Plants shall be subject to observation and approval or rejection, at the project sile at any time before or during progress of work, for size, variely, condition, latent defects and injuries. Rejected plant :;hall be removed trom the project site immerliatety, G. Sood: 1. AH seed shall be labeled aind shall be furnished in sealed containers with signed copies ol a stalemenl from the vendor certifying that each conlainer of seed delivered is fully labelled in accordance with the CaHlomia State Agricultural Code and is equal to or betler than the requiremenls of these specifications. 2. Seed which has become wet, moldy or otherwise damaged in transl! or storage shall not be accepted. a. AH seed varieties shall have a minimum pure/live count of 85-90% by weight. b. Noxious weeds shall not exceed five tenths of one percent (.5%) by weigh! for any seed variety or per entire seed mix. c. Inert materials shall not exceed eight percent (8%) by weight of each seed variety or the total mix. d. Laboratory seed Iesting shall be the responslbiU!y of the conlractor. Test da!a shall be supplied to Ihe Owner/Job Superinlendant and Landscape Archilect prior to any seedmg operations using !hat seed mix. e. Seed mix shall be per plans. H. Hydro Mulch: 1. Type 2QOO as manufactured by Conweb or approved equal. 2. The hydromulch shaH be composed of wood ceUukJ.se fiber and contain no germina1ion or growlh inhibiting factors. It shall ha11e a consislent texture which disperses evenly and remain suspended in agilialed water. It shatl have a temporary green dye and the following praperly analysis: Moislure content Organic matter Ash Contenl pH Water holding capacity 9.0% +/· 3.0% o.o. Basis 99.2% +/-8.0% 0.8o/o +/· 0.2% 4.8% +/· 0.5% 1,150 grams of H20 per 100 grams of fiber I. Hydrosl3eding additive (Binder): EcoJogy Control M•Binder organic seeding additive. K. Quantities shall be furnished as needed to complete work shown on drawings. L The Landscape Architect reserves the right to observe root condition of any species, particularly those grown from seed, and if found defective, to reject lhe pants represented by the defeclive sample. M. Identify plant species or varieties correctly on _legible, weatherproof labels attached securely 10 the job site. There shall be a minimum cf one labeled plant for each 5 ptants in a lot. N. Groundcover plants shall be healthy vigorous rooted cuttings grown in flalS until transplanting. 0. Pre-emergence herbicide shall te Surflan, Tre«an. Oymki or equal. P. Weed contact spray shaH be Phyl:QI' 560, Broadside or equal. 2.07 FlR BARK A Landscaped or bare soil areas shall be covered with shredded fir bark mulch, 1 1/2" minimum deep. as designated on plans. 2.08 . TREE DRAINS A. Tree drains are to be Turf Drain by Wibur-EUis (no known equal) mstall per manufacturer's recommendations. PART 3 • EXECUTION 3.01 WEED EAADICATICNPROGRAM A. Prior to ptanItng, eradicate aH weeds within the limits of work in lhe following order: 1. lrrigale twice each day for approximately 10 minutes each wal&ring time for a period of 14 calendar days. 2. Apply ROUND UP post emergent (no known equal) weed spray according to manufacturer's recommendations. Take care to prolec1 existing plant material whlch is 10 remain as shown on the plans. 3. Wait the required period for the post emergent to take effect (app-roldmalely 7-14 days). 4. Physically remove all weeds dead Of a!Ne within the limits. 3.02 SOIL CONDITIONING, FERTIUZJNG & AOTOTIWNG A. Grub and clean planting area, removing all weeds. debris and rocks from the si1e. 8. The foHowing rales of soil conditioning and amendment materials shall be evenly spread over alt planling areas and shall be thoroughly scarified lo an average depth of 12 inches by rotolilfing a minimum of two alternaling passes. After all planting areas r.ieet the finish grades per grading plan the fonowing rates of soil conditioning and amendment malerials shall be evenly spread over all planting areas and shall be lhoroughly tilled and loosened lo a depth of 8" by approved methods. The layer of soil conditioner over planted areas shaa be acceptable to the Landscape Archllect. 1. Lawn & Slope Areas Soil Conditioner Gypsum Sullur Iron Suliate Pre-Plant { 1-10-10) 2. Backfill Soil Soil Conditioner Gypsum Sulfur iron Sulfate Pre-Plant (1-10-1 O} 6 cu. ydsJ1000 sq. fl. 150 HlsJ1000 SQ. ft. 10 lbsJ1000 sq. ft. 10 tbsJ1000 sq. ft 40 lbsJ1000 sq. ft. 50/50 15 lbs./cu. yd. 1 lbJcu, yd. 1 lbJcu. yd. 4 lbsJcu. yd. C. The thoroughness and completeness of the rototllling and incorporation of the soil conditioners/amendments shall be acceptabte to the Landscape Archilect. D. Deep waier leaching: 1. After complete inslallation and testing of the Irrigation system. all areas shall be deep water leached, compacled and seltled by conlinuous application of Irrigation waler unlil !he soil has received a min_imum of a-of water. 2. Aller leaching operaIion, 3-5 soil samples shall -be taken by Contractor per Landscape Archilecl's direction and given to a reputable soil laboralory for 1esting. Soll test shall meet the following requirements: EC Maximum 3.0 pH Maximum 7 .50 Minimum 6.00 3. Reapplication of soil amendment and leaching operation shall be repeated by Contractor if tests show a negative resuh. Expense of test, reapp!icalion of soil amendment and leaching operalion shall be borne by Contractor. 4. Deep waler leaching shall be done prior to the application of the commercial fertilizer. 5. No ptanting shall be installed until approval has been given by the Landscape . Architect 3.03 FINISHGRADING A. Finish grades shall be as indicaled on Civil Engineer's drawing. B. Finish grat"es shall be measured as the final water compacted and setued surface grades and shall be within plus or minus 0.1 feet of the spot elevations and grade tines indicated on the Civil Engineer's drawing. C. Finish grades shall be measured at the top surtace of surface materials. D. All undulations and irregulariUes in the planting surfaces resulting from tlllage, ro1otilling and all other operations ·shall be leveled and floated oul before planting operalions are iniliated. E. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, Irrigation lines, and 0Iher underground utllltles during his grading and conditioning operations. F. Final finish grades shaff insure posfllve drainage or the site with elf surface drainage away from buildings. walls. and toward roadways, drains and calch basins. G. Final grades shall be acceptable lo the Landscape Architect before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. 3.04 PLANTING ' A. The layout ot Jor:.,,tioos for plants and outlines of grounck::over lo be planted shan be ai,1--1v~.tt.. <)fl the site by lhe Landscape Architect, prtor 10 lhe'tr ptanling. All su..:h localions shall be checked for possible Interference wilh existing underground piping, prior to excavation of hofes. ff underground construction or ulnity lines are encountered In the excavattOn of planling areas, other tocallons for the p1aming may be selected by lhe Landscape Architect. Damage lo existing ulilit!es shall be the responsibility of the Contractor. 8. Planting Trees, Shrubs and Vines: t. All excavaled holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicaled on detailed drawings. Holes shall be, in all cases, large enough to permit handling and planting without injury or breakage of root balls or rools. 2. Excavalion shalt include the stripping and staking of all acceplable soil encountered within the areas lo be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and uIxm which soil Is lo be tHmporarily stacked pending Its re-use for the filling of holes, pils and beds. ::1. Excess soil, generated from lhe planting holes shall be spread on 1he-site as directed by the Landscape Archilect 4. Plants in can containers shall have the cans opened by cutting vertically on opposite sides of each can with nursery can openers, tin snips or other approved instruments for this purpose. A» used cans shall be removed to the storage areas or from the sile daily. s. The plants shall bei planted at approved locations with the heretofore specified oondilioner and soil planting backfi-11. 6. The plants shall be placed In the planting pits on the backfill material which tias been hand lamped and water settled to the rootban base levels prior to the placement of the plants, Afler selling !he plants, the remaining backfill material shall be carefully tamped and settled around each rootball to flU all voids. ' ' a. AH otants shall be set at such a level !hat after settllng they bear rhe same relationship lo the surrounding finish made as they bore 10 Urn roil line grade in the container. uoiess otherwise no1ed. 9. Pfantlng tabtels shall be placed In each planting hole al the following ra1es: 1•5 gram tab'8I per tiner end flat size plent 1·21 gram tablet per gallon conlainer 3-21 gram tablet per 5 gatton conlalner 4-21 gram tablet per 15 gallon container 1-21 gr:am lablet per each 4 inch of box size_ 1 o. No ptan1 ~-;m be accepted If th-e rootball is broken or cracked, eilher before, during, or after the process of instatlalion. 11. AD plants shatt be tho-roughly watered in 10 the fuH depth of each planting hole lmmedlatefy' after pfantlng. 12. All trees, 15 gallon and-larger, shall be staked wilh one lodgepole stake, dflven lnlo the ground of the windward side of the tree. The stakes shall be driven in plumb and secure. Special care shall be taken thal the driving in of the stake does not damage 1he lree roots or rool ball. Tree lies shall be fastened 10 each lree and slake by looping fig_ure B's with the inside .diameler ol the tie at 2 or 3 times lhe diameter of the tree (See Detailed Drawings). 13. Guying: AR specimen trees 30"' box and larger to be guyed as detailed. 14. The staking and guying shaH be accomplished In such a manner as to insure the proper and heallhy growth and salety ot the plants, property, and the public. 15'. The Contractor shall be responsible for an surface and subsurface drainage required which may af1ect his guaranlee of the trees_, shrubs and vines. 16. Pruning after planting shall be required on all trees, shrubs, and vines when n9'.:e-ssary to provide the specified or approved standard shapes, form and/or sizes characterislic lo each plant. Pruning may Include lhinning, lopping, and/or culling and shall be 00:der the direction of the Landscape Architect. Cuts over 3/4 inch in diameler shaH be painted with an approved tree sealant. 11. AH trees 24" box and larger shalt be spotted In place prior to digging of the C.lffllROSEEOING 1. Appty in comb!na1ion with hydro-fertilizer at planting time. Spray enlire planting area sCNI with pre-emergent herbicide, as recommended, and applied by approved pest control advisor and applicator. immediately before -~droseeding and aftef rooted ground covers. lhe herbicide shall be applied lo dry soil, then, within one hour of application, incorporte Into the soil by krlgating atter minimum of 15 minuIes. Avoid waler runoff or soif erosion after !he pre-emergent herbicide has been applied. The helbicide applicator shall also be responsible for hydroseeding the areas sprayed for proper coordination and unity of responsibility. 2. tnstaH large trees and shrubs (1 gallon and larger) prior to seeding. 3. Hydroseedlng operation: a. Mix shall be per plan, b. The hydroseed shall be performed by cornpetenlly trained lndlvlduals empklyed by a qualified hydroseeding company In accordance with !he best standards and practices relaled to tha trade and under !he continuous supervision of a competenl foreman capable of Interpreting the plans and specifications. c, The hydromulch shall be applied in the form of a slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed in the soil surface, the hydromulching shall form a blotterlike ground cover impregnaled uniformly with seed and ferlitizer and shall allow the absorption of moisture and rainfatl to percolate to the underlying soil. . d. Preparation: The slurry preparalion shaR take place al the site of work and shall begln adding water to the lank when lhe engine is at haH lhroll!e. When Iha waler level has reached the height of the agitalor shall, full recirculalion shall be established and at this time lhe seed shall be added. Fertilizer shall then be added, followed by mulch. The mutch shall only be added to the mixture after the lank is al least one-third filled wllh water and seed. All the mulch shaH be added by the time lhe tank is IWO- lhirds 10 three-fourths full. Spraying shal1 commence immedialely when the tank is full. e. Application: The operator shaft spray with a uniform vlsibte coat by using the green color of the mulch as a guide. The slurry shaH be applied in a sweeping mork>n in an arched stream so as to fall like rain, allowing the wood fibers lo bulld on each other until a good coat is achieved and the material is spread al the required rate per acre. f. Time limit: All slurry mixture which has nol been applied within two hours after mixing will be rejected and removed from !he project and disposed at 1he Contractor's expense. g. Dally worksheets must be mted ou1 by no.uteman. One copy shaH be sent lo the Landscape Architect. The following infQrmation shall be recorded: (1 I Seed-Iype. amount (2) Fertiliza1ion-analysis, amount (3) Mulch-type, amount {4} Seeding additive-type, amount. (5) Number of loads-amount of water. (6) Area covered in acres. (7} Equipment used-capacity, 1tcense -number if applicable. This worksheel shall be signed by the nozzleman and reviewed t-y !he Landscape Architect. h. ProIection: Special care shall be exercised by !he Contractor in preventing any of !he slurry being sp<ayed inside any reservoir basin or onto drainage dilches and channels which may impede the free flow of rain or irrigation water. Arry slurry spilled into rislricled areas shall be cleaned up al lhe Contractor's expense to the satisfaction of Iha Owner. i. Immediately tollowlng the application of lhe hydromulch, sprinklers shall be operated just long enough to wash excess material from previously planled malerials and architectural features. Care shaU be execised to avoid washing or eroding mulch materials from area. j. Equipment Hydraulic equipment used for the appUcatlon of the fertilizer, seed, and slurry of pcepared wood pulp shat! have a built in agilalion syslem and operating capacity sufficient lo agilale, suspend and homogenously mix a slurry containing not less lhan 40 pounds of fiber mulch, plus a combined total of 7 oounds of fertilizer solids for each 100 gallons of water. k. The slurry distrubution lines shall be large enough IO prevenl stoppage and shall be equipped with a seI of hydraulic spray nozzles which will provide a continuous nonfluctuating discharge. The slurry lank shall have a minimum capacity of 1,500 gallons and shall be mounted on a traveling unit, either self-propelled or drawn by a separate unil, which will place lhe slurry tank and spray nozzles within sufflclenl proximity to lhe areas 10 be seeded. !. The hydraulic equipment used for pestitide applications shall consist of a clean 150 gallon minimum capacity fiberglass lank with complete mechanical agitation. The pump volume shall be 10 gallons per minute while operating at a pressure of 100 pounds per square Inch. Ois.lribution lines shall be large enough to carry lhe volume of water necessary for even chemical distribution. The spray nozzle musl cover a 15 foot swath, with a minimum oulput of five {5) gallons per minute al 80 PSI. D. Planting Groundcovers: 1 . Groundcovers shall be ptanted ln the areas indicated on !he drawings. The groundcover plants shall be rooled cuttings grown in flats, and shall remain in those flats until transplanting. 2. All groundcovef plants shall be planted with sou around roots in staggered rows. evenly spaced al the intervals called oul on the drawings. 3. The groundcover plants shall be planted sufficiently deep to cover all roots and a 5 gram planting table! &hall be placed in each planting hole and shall be immediately sprinkled after planling unlit the entire area Is soaked to the full depth of all holes. 4. The groundcover planting areas shall be hand srnoolhed after planting to provide an even, smooth final finish grade. 1. Sodding shall be performed only during the time of day and during seasons when satislaclory results can be expected. Only when aulhorlz.ed In writing by lhe Landscape Architect may sodding be done during unfavorable weather or seasons. 2. After the preparation of the soil, and after the grading and !he deep watering specified herein, the areas IO be sodded shall be raked, floaled and rolled lo the finish subgrede 10 receive lhe sod (1/2 -below finish grade) by any standard method acceptable to the Landscape Archilecl, with the finish subgrade left smooth and even, free of ridges and depressions. reasonably welt firmed and moist to a depth of at least a inche&. 3. ihe sod shatl be laid smoolhly, in one direction only, edge to edge, with closely fitted, staggered butt-joints. 4. Aller laying. bu! prior to rolling, the sod shall be irrigated lightly with a spray mist. Irrigation shall occur within 1 hour after the sod has been exposed to direct sunlight and/or wind. 5. The sod shaU Immediately be pressed firmly into contact with the sod bed using a lighl weight turf roller o, other approved equipment, so as to eliminate all air pockets, provide a lrue and even surface and ensure knitting without displacement of the sod or deformalion of the surface of the sodded araas. 6. Following compaction and when sod area is firm, a blended, screened, and .conditioned topsoil shall be used to fill all cracks between the strips of sod. Excess soil shall be worked into !he grass with rakes or other suitable equipment. The quantity of till soil shall be such as will not cause smothering of lhe grass bul wiU leave tha 1op surface of 1he sod even. 3.05 HERBICIDE APPLICATION Pre-emergence helbicide shall be epplied 10 groundcover areas only and in accordance with manulaclurEtf's specifications. 3.06 C1.£ANUP A. As project progresses, Contraclor shat! maintain all areas In a neal manner and remove unsightly debris as necessary. After complelion of project, Conlrector shalt remove all debris and containers used in accomplishing work. He shaU sweep and clean all sidewalks, asphalt, and concrete. and planter watts adjacent to plantings. ~ PLANS APPROVED roR "-'-r ~ ~ C PING ONLY. PERMITS . Slr;N ND WALLS RE~UIRE_ PARATE APPROVAL w 0 ~ . . . . • • • ., AUSTIN HANSEN FEHLMAN -GROUP- ARCHITECTURE LAND PLANNING INTERIOR DESIGN 9605 SCRANTON RD, SUITE 202 SAN DIEGO, CA 92121 (619) 458-1361 • a. a: 0 0 (/) w 0 -> a: w (/) > l-a: w a. 0 a: a. ...J ~ w a: DRAWN CHECKED ISSUCD <( -z a: 0 LL -...J <( 0 -0 <( OJ en ...J a: <( 0 :ju\eB ·; ' t'<> ;"J_..,,-''".;._j-) ---I -~ ..... - PROJf=CT NO 87.3210 SHHT !IIU:: PLANTING SPECIFICATIONS SHEET NO· L6