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PARK-GVR-6 II 1 I II RrEciLlAli «c) w4TE ' NOTES 4Ex1sr11\6 � I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE OLIVENHAIN �®' 1A11LL)L IFS I r���1��1�1J I�!� 3 .CO-J11./1 V E- jV T rIr- R MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. EXISTING WATER 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED I I ��/ �� �� METER,BACKFLOW WATER. BEST MANAGEMENT PRACTICES SHALL BE USED t0 MINIMIZE I I { J- �_ PREVt=INTER, MASTER RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC J) I I BLACK LOGO VALVE AND FLOW M TABLES,BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. e ,\, { { PURPLE BACKGROUND �"CK-014"Hdi SENSOR. 1" BLACK LETTERS " 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL I I I j •°r• •- hi TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OYERSPRAY, AND MISTING. J I I i I I """""° NOT �" ® _ EXISTING MAIN LINE DO NOT DPoNK 4. HOSE BIBS ARE STRICTLY PROHIBITED. I i I CYCLED WATER i _ r U_ 5. ON-SITE CROSS CONNECTIONS BETWEEN RECLAIMED WATER LINES AND j1 1 ~\ i °�N i uw"¢ �E30E05"" -t l or J POTABLE WATER LINES ARE STRICTLY PROHIBITED. 1 t° BLACK LETTERS I AI„ a 2" BLACK LETTERS POINT OF CONNECTION t0 BE 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR \� �� ! i r r r TO EXISTING 2" MAIN LINE, Zx APPROVAL OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. �� LL I ° I AIl/I f J f 3333 EXTEND NEW MAIN LINE AS 0 1. ALL MAINLINE PIPES SHALL HAVE WARNING: TAPE PER OLIVENHAIN � I I A TYPICAL SIGNS r � SHOWN TO NEW IRRIGATION. MUNICIPAL WATER DISTRICT, RULES AND REGULATIONS. { I q (N.T.S.) ' �( 6. HOURS FOR IRRIGATION WITH RECLAIMED WATER ARE FROM 10:00 P.M. TO Ll I \I 2 1/2 PRIVATE BACKFLOW 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECLAIMED \ MAIN LINE IS 1' BACK EXISTING 12 STATION AUTOMATIC-.- F'REVENTER CONTROLLER 'I'. CONNECT NEW I WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC � I , � \ p� ,qNp�.EEVEEGiQ53/Aya A,Br 7$' FROM SIDEWALK " I USE PERIODS WITH DISINFECTED TERTIARY RECLAIMED WATER SHALL BE I I I \ /9W1 AW�EYENfER VALVES AS REQUIRED. 1-1I2 UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION 1-1/2' COORDINATE WttH MR. MIKE WELLS WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECLAIMED I PULLBOX •_ � ,� ,� .� .� _ CITY OF ENCINITAS. (160) 633-2740 WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. I \ ` �� V a ' V� - " " -- -1/2 \ I j Q FOR WIRE�I I1-1/2° a A 4j \ -I- i I11 " SLEEVE _ ANN X/S r1A1 I2 " III r, G�,4 r��' t u - CONNECTED TO 5 5 5 2 I` EXISTING: MAIN LINE® 13 21 L L / ® RC L ONA �' \\ \I \\ I 2 , 6 66 �• 6 6 64 k2 1Yd 5� - ----- --- _ \ 46 fe \ M I 2 4 5 Qd I ' 1 \�_�-�- ----- - 5 (I� 1 �a"SLEEVE 48 NOTE, 'DO NOT DRW SIGNA39 49-`'_-�- ®_ ----------- - --I°---- ----------------- ---- -�--- -/ -°----------- \ 47 1 5 I S 11 16 �E DETAIL o,slaT 14 i \ DRRlc' 61GNACaI I DETAIL 'A' SNEEt\14 I° 11.6 ILO I 11.6 4 J -'-_- �X/5 riN M 4N 43.3 \ • .° v v ' v ' ..a y a p , v 1„ • o 0 ,oll NI 16.0 a v i TI �'I IRRIGATION GA B4D LAID S. BURIAL OF ALL WIRING AND PIPING SHALL MEET OLIVENHAIN MUNICIPAL 21. WHEN RECLAIMED WATER BECOMES AVAILABLE, AN ON-SITE USER/ >7�641INN oP� IeAD DIR61L WATER DISTRICT'S RULES AND REGULATIONS. SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL ,HALL BE NOTE: WHERE SLEEVE, CROSS BENEATH PAVING, THE CURB OR WALK t FAMILIAR WITH THE PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH 714E BASIC SHALL BE CHISELED AT BOTH ENDS WITH A 2" SIZE LETTER 'll to 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH m IRL3ESw1N1-swig T a MPAPOUFRAtLAr6Plesr 011 Io w HB,MexTr INDICATE WIRE SLEEVE AND 'I' TO INDICATE PIPE SLEEVE, i CONCEPTS BACKFLOW/CROS,-CONNECTION PROTECTION, THE RECLAIMED � era-«latT n•ror."rrwsrsnranear °,r w >,° RECLAIMED WATER WHETHER BY WINDBLOWN SPRAY OR BY DIRECT PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A ROOM00-04LT a.WiIII RAT SFI L51 Id 30 (TYPICAL ALL SLEEVE LOCATIONS). ' APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT Q "•"NDmw-1°L" wpop`pHolsofty""Y °� IF 30 ffi RARI.1R3 ra-Wil a'!o-IP WYf MY L 01 V I ' WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS PHONE NUMBERS, SHALL.BE PROVIDED 70 THE OLIVENHAIN MUNICIPAL WATER RASENDrb-rLAN E POPIPIRLLtIPRAr L!1 v 36 NOTE: INSURE THAT.THE SPACING OF SPRINKLERS DOES NOT EXCEED THE WIDTH STRICTLY PROHIBITED. DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. ® RArsNmlw-R�r n•POPIPEOSiRPSPRAr °I3 arm' �° OF THE PLANTING AREA. IF THE WIDTH OF THE PLANTING AREA IN THE ® WAIIEMDIW-ESST Do III IF STRIP SPRAr °.m 40Y 30 MEDIAN IS 14', THE SPACING BETWEEN SPRINKLERS MUST NOT EXCEED 14'. 1 ADJUSTED VENT IN CASE OF EMERGENCY CONTACT: OLIVENHAIN MUNICIPAL WATER DISTRICT pJU ED TO PRE '� 1R�NELaoaD6u66LER O3O 3O ''rbr II. IRRIGATION HEADS SHALL BE RELOCATED OR OVERSPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. PHONE NO. (l60) 153-641 ��1� l�bGl CFIARr ' 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS AND ANY WATER WELLS II AI�cauIPM Nt ivD ®�mw IRRIG14tION NOTES «�• �• � ° 12, RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED ^� W Moo WITHIN THE RECLAIMED WATER PROJECT SHALL BE SHOWN ON THE PLANS. ALL IRRIGATION SYSTEM COMPICJENTTS SHALL BE INSTALLED A$PER LOCAL ° ` !° + FOR THE USE ON RECLAIMED WATER DI,tRIBUTION SYSTEMS (SPIKES NOT SYMDOL rwdw.4 PIOD�t 0l8CIQ0�I ION GR611 CODE. CONTRACTORS SHALL SECURE ALL NECESSARY PERMITS. INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER eHECtc Ate vERIITY ALL SITE eoNDmoNB,urlunES AND sERVI�$ OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. OR"" )00°"6 K"AA PLA VALVE Ill ASliCOAL 1-4 am Ir PWOR TO TRENCHING. IF DURIll CONSTRUCTION IT IS FOUND TWAT THE ll 2' � SITE VARIES FROM THE DRAWING$,NOTIFY THE LANDSCAPE ARCHITECT ow 13. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRMKLER HEADS, 0 cAL3ENEET4E ISSSiNSESFATIONA{RO.00NIROILBt I-tMlLRr BEFO�PROCEEDING wIrH THE woac CONNECT HIN VALVES,AS REpIIIIIIIND USN p1,00®7I!!WONdILL vKM Mi Nom! 1-!q$t r WHERE Till LIGHT STANDARDS,ETC.ARE AN OBSTRUCTION TO SPRAYS, T • I®' n' VALVE BOXES, ETC,) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES THEN PIPING,AND SPRINKLER HEADS SHALL BE ADJUSTED AND/OR H 12, IE.SON•'ll F omn EKKCOIPLN9 v&W W LOOION6 VWL I.W.M@T r RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITHOUT EXCESSIVE SAFETY GO COM N A IS•1110"FLMTO Ill OVERTHROW, DO NOT EXCEED SPACING AS PER MANUFACNRR ac AND SECTION 4045.54 OF THE CALIFORNIA HEALTH AND SAFE CODE, �i /t JL /�� � A* r - �E�711IRE: VM°I�VNI•FEI IGN 6 ROW DOSYA 6k16TNn IP MtgLON PIlY871ER I-a,OHET RECOM-IENDATION$. e, ® WWMW voTMRMERM I-e,SEETr 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE PLANS ARE DIAGRAMMATIC AND 4PPROXIMATE. ALL PIPING SHALL BE T WATER" OR "RECLAIMED WATER", COLOR-CODED (PURPLE) AND LAID WITH WATERFEtER•I bag. 1°vt' OTaIMLLERI ® tatAe+lEITt2oa D0S'"gy"�'�1°" 1-61 SHEET NSTALLEDwPLArrNGAREASEx PTINHEt� rcNSNFEABIISLE. T ,XW' s yxiw • HAITI SM TI011 HA DINT.STO'N H a r04' ' N 49.1' T.CNtl6TT 0-S7Mi-IN3 RSOYOIID LOGA fPER TER AMEET CALVES AND ALL LL FLUSH S PRIOR T PRIOR TO TIO INSTALLATION A S. a WA WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH Ana4 x .499. 716 P61 I4A ALL A °�' INSTALLATION r a • ' a � s ' ' ' RN ELEV a6' ® R9:rq.®FIA70lIYTBR taDStRE tERI'EIER VALVES AND LATERAL LINES PRIOR TO INSTALL TICN of HEADS. 3 a REVISIONS MUST BE APPROVED BY PUBLIC HEALTH !�I... PER THE OLI VENHAIN MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. RtE1011%COWWROL VALVE• 1-4 Wil A L PIPIA W t P'ESS-EN YIMEMMI SPRINKLER HEADS ARE AVAILABLE N VARYING DEGREES OF ARCS. W I MAXnh POIAND lam GPM - - M#MLM rpm Ma MNOWWMILISamm PRNMPMWN 1-n,MEE I$ CONTRACTOR SHALL PROVIDE,AT EACH HEAD,THE ARC MOST SUITED TO ENGINEER, CITY ENGINEER & DISTRICT ENGINEER 2.4LAWAItCLA383r 40 PM SIMIG01,10 SE OWE1Mt OF TE"AINILM 5C6T T 3' 15, ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT ELEVAT1011 wP8iLO68Ee INIorilliOH.4°PYe 000 ALL PAVNSI INK OF34'COVER �DL PROVIDE ETa'tATECOYERAGEANDPI�vENTOVER9PRAYONWALK$,ROADS, r PRIOR TO IMPLEMENTATION IN FIELD. U LAq%AL LINK Form ummNmwwpKo.c4%M FI OV=P•C-OM 1-E,MEET* IfQ 6• 2' n' PRESSURE RECLAIMED WATER AND SEWER LINES SHOULD BE PLACED A HATERMETER Oe yp,�34 4°MLATSIM III ALL PAI WNN A41l POSSIBLE,ALL PIPING,PVC ELECTRICAL SLEEVES,ETC.,UNDER z MINIMUM OF 4 FEET APART, OR AS DIRECTED BY THE PROJECT ENGINEER, S °W R S� SW'M2,l »eOMSL PAVING SHALL BE INSTALLED PRIORTO PAVING WORK. NO TEES,III OR 4- y OLIVENHAIN MUNICIPAL WATER DISTRICT ANDlOR REGULATORY AGENCIES. MEASUREMENTS SHALL BE BETWEEN _ _ = MANIAESLQNE SON M 1 iWCE TL'DWITIM OF TIN MAN LON I-s,Mflr OTHER TURNS IN PIPING SHALL SE LOCATED UNDER PAVING. a1Q GATE VALVE 1d0 - - OLM 0 T 114.. - FACING SURFACES, NOT PIPE CENTER LINE,. MAINLINE 4.17 - WIN A Hill OF 241 CPAR COORDINATE IRRIGATION W RK WISH PLANTING PLANS TO AVOID 15MIlalU.3I.EONITAUS$101 IN IVER3)ENDt MAD FIOR Te At;rs N I. C06ROL VALVE 9,00 -Hall 60 AS NOM W HK 24!COWER IFFOVIDS ANC Ln,ME3T r CtiTELICTNG LOCATIONS ee`NW FI PIPING AND PLANT PITS. tscreES rPpe)NatAt1ED W tte eoDT eAw W3Aa FOR r1E W IUS 1111 LATERAL LI Will E ON 4a HM OMNI O ALL WitMM PAVN6 •SST U1.VAN NOZZLE&AS w, D To IELDRINIIM ALL r OVIVIRPARY h- 16. CONSTANT PRESSURE RECLAIMED WATER LINES SHALL GROSS AT LEAST P LATERAL LINE 03I ALL QUICK COUPLED ARE To BE LOCATED N SHwe AREAS WHENEVER RROr NRLOMbe,WAI k4dil AND H4F P 101i i (760) 753-6466 (ERIC PHILLIPS) DATE 9/4' LATERAL LIFE 0A0 - POSSIBLE AND PLACED SIX(6)INCHES FROM OUTSIDE HEADER P A TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT vA• LATERAL LIE L04 Nan.PROV M ONE ncna ea' M l nM AFO,wo EXWA 00WRI n-KOM ARM TE AUIWAM OamIMLIM QUICK COUPLER IS LOCATED IN A LAM AREA IT MUST BE PLACED IN A FITTING Lt706 7Arl TO TE LMT VALVE ON NA01I SECTION OF MAN LINE.ALL Wil MIAMI ANO ON.Y EKI1M NOW 6"- ME SIX t'i INCH ROLDID PLASTIC VALVE BOX. LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. ORMU10000TEEx111AHI SkilMWMEPWiWeP)NTO91VALVS sox a24RSFIIN PRE681ER:RE(imw•BEAD WA MID MAM Will EASYIV M Ill ALL HEADS,WHEN LOCATED ADJACENT TO CURBS,HEADERS,SIDEWALKS, SAN DIEGO COUNTY DEPARTMENT OF �+ T li sY81BN LC6m 0.1 �,,Tg ''�e��A .,pTOA�, WALLS,BUILaNGS ETC.,ARE To BE A MN.OF TWO(2)INCHES To A I tea. Il. IF A CONSTANT PRESSURE RECLAIMED WATER LINE MUST BE INSTALLED ABOVE 6TAMPRE6NUAVAILABLE 86.0 ALLAPFwrMHMxuro,u:,c.wasA,T aaEC TOVIINTPY USE ZPNeaA"IP KAREN PER O LS, F+AX•�*� 4>INC ESAUYF�MTHE®TRUC1u�s. ENVIRONMENTAL HEALTH RESIDUAL WATER PRE861ARa N- '1 M VITT OE•ARTFRIT sT ARD6 A POTABLE WATER LINE OR LESS THAN 12" BELOW A POTABLE WATER LINE, MIN l PRIi6NIRE RFmIMM*FCC.60 PS1 P�Elevaeµs4�o ao°O�iEM TM�a°FOS'Tswa oeA00 ArrauED Ta m6NrRr EE OF ReTa AFB LATER N 68 r�I Kill A MAXBirUM Dgrt�oFN�.4-CPPMM AT THE POINT THEN.THE RECLAIMED.WATER.LINE SHALL BE INSTALLED WITHIN AN APPROVED RARTNE6rVALVE PROM M11 1-4 cPCCrNECT,Ow. APPROVED BY DATA Lia PROTECTIVE SLEEVE AS PER THE OLIVENHAIN MUNICIPAL WATER DISTRICT. L�TVALYE 1-4' VA GPM .�yf� I Underground Service Alert L.,_I 18. DEVELOPER/CONTRACTORS SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE OLIVENHAIN MUNICIPAL WATER Call: TOLL FREE DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES 1-800 0 5 20 PRIOR TO ANY USE OF RECLAIMED WATER. A. w 422-4133 CAUTION 1.1 .�'�,�,,//.�•,�,3 2a ���`� A. q���. 10 40 � IS. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING 4�i�yWWT TGG�Qi 15M Bmwan reEx � �`�NO. 74sooP�i� SCALE: 1" = 20' YEAS & ASSOCIATES z 7W0 WORKING DAYS BEFORE YOU DIG 7T sor!'s x-L4! �, F 's EITHER THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR SAN DIEGO CO. U77LJT�ES IN THE FIELD PRIOR TO CONSTRUCTION w r Civil Engineering Inc. DEPARTMENT OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL TAtmECaPS nApmia di l0 l� a BE FORWARDED TO THE NON-INSPECTING PARTY. '��0 o10m ZELMAN DETAIL PARTNERS PLANNING•ENGINEERING• SURVEYING �G� // £_� -. � I�fNN&TX A. ARTDRBN A.S.L.A. PLDae (WS, 450-0066 NoyEM�e��zool 19 Spectrum Pointe Drive • Suite 609 � 20. SHOW THE DESIGN AND LOCATION, PROPOSED FOR RECLAIMED WATER IRRI GA TION PLAN - CA L L E SA RCEL ONA n LC I r+'x fti NT�a N'S Fax (m 4w-005L Lake Forest,CA 92630 W "DO N07 DRINK" SIGN, ON THE PLANS. sgTE OF CAt�F���\P 707 WILSHIRE mow., sulre 3036 (949) 599-0880 Fax z SCALE. 1" = 2O' LOS ANGELES. CALIFORNIA(2 80017 TEL (273) 533-8100 FAX (213) 533-8118 http://www.mayeracivil.com C� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE REVISION DESIGNED BY DRAWN BY CHECKED eY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: TM 94-066 MONUMENT. HORIZONTAL AS SHOWN DATE: BY: BY: ENCINITAS TOWN CENTER -- PHASE II 5683-1 LOCATION: STk 64+24 EL CAMINO REAL REVISION 2 R.C.E. NO: 38474 CALLE BARCELONA IMPROVEMENTS RECORDED FROM.S.D. CO. VERT. CONTROLPG.105 VERTICAL AS SHOWN REGISTERED CIVIL ENGINEER DATE: DATE: IRRIGATION PLAN EX P: 3-31-2001 SHEET 4 OF 17 ELEVATION: 120.20 DATUM: M.S.L. T.M. N0. 94-066 CALIFORNIA COORDINATE INDEX No. 326-1683 . III; PLANTING NOTES L THE LANDSCAPE CONTRACTOR SHALL INSTALL ALL PLANT MATERIAL IN I ( NOTE : STAMPED CONCRETE IN A 'CsARD£N STONE' NOTE: ACCENT PAVING IS TO BE TIED BACK TO BOMACRON PATTERN AS MANUFACTURED EXISTING I BY 50MINITE (NO SUBSTITUTIONS) ACCORDANCE WITH THE PLANS AND DETAILS. INSIDE OF CURB TO PREVENT SEPARATION. COLOR: L.M. 5GOF1£LD A-55 'PECAN TAN' DOWEL MAINTENANCE WALK TO INSIDE OF CURB RELEASE AGENT: L.M. SCOFIELD A-21 'DEEP CHARCOAL' 2. SOIL PREPARATION AMENDMENTS (PER 1000 SQUAD FEET)- 50' W/LDLIFE ^ I ^ 1 ^' AT 5' ON CENTER WIRE TIE WIRE MESH TO DOWELS 3 CUBIC YARDS OF NITROGEN STABILIZED t MINERALIZED ^ (TYPICAL M ALL NEW MEDIANS) EXPANSION JOINTS WITH FELT AND CAULK FILLERs 30' O.G. ® WITH CONTROL JOINTS w 5' O.G. VERIFIY THAT PAVING ORGANIC AMENDMENTS (REDWOOD,FIR OR CEDAR SHAVINGS) CORRIDOR r�����11��f��� TO-1110V �r���J f r� { l PATTERN AND COLOR MATCH EXISTING ON GARDENVIEW. 150 POUNDS AGRICULTURAL GYPSUM I I 1 50 POUNDS GRO-POWER PLUS I / CROWN SOIL TO 2% SLOPE "t /" '-6 PROVIDE 30 LAYER OF SHREDDED BARK 3. CULTIVATE (ROTOTIL)PLANTING AREAS TO A DEPTH OF SIX (6) INCHES ' I ��� /, 0 / >� (T�1') _�-2�o J _/ WITH THE ABOVE MENTIONED SOIL PREPARATION AMENDMENTS, NET "' '' C B R E THOROUGHLY AND ALLOW TO SETTLE, REPEAT THIS PROCEDURE UNTIL SOIL IS STABLE ENOUGH TO HOLD A UNIFORM AND SMOOTH CONSISTENCY TO U� _ / 'r•s';.. ALLOW FOR DRAINAGE AND AIR PENETRATION. DO NOT ROTOTIL SLOPED �`•� �1 / l / J r •�; L°,, •: ,< AREAS WHICH ARE OVER A 3:1 GRADIENT. , �) I I > 1 \ 4. FOR WEED CONTROL, CONTINUE TO IRRIGATE THOROUGHLY FOR A PERIOD �A L� ` I Q EXGAvAT£ TO 30' DEPTH OF TWO (2) 70 THREE (3)WEEKS OR UNTIL THE E WEED SEEDS HAVE AMENDED TOPSOIL GERMINATED. WHEN THERE IS SUFFICIENT WEED SEED GERMINATION, AS APPROVED BY — E.W.W.W. 6' X 6" X 100 X 10" WELDED WIRE MESH SUSPENDED CONCRETE. I THE CITY,CONTRACTOR SHALL APPLY A POST EMERGENT WEED KILLER ACCORDING L L I I C ALLE BARCELONA AT APPROX, MIDWAY POINT WITHIN p 06 MIL. INTERFACE MOISURE BARRIER FROM 'VILLA LANDSCAPE PROD, INC. TO THE DIRECTIONS OF A LICENSED PEST CONTROL APPLICATOR. THE I '� I L p \I j r � SECTION INSTALLED WITH CONTINUOUS WATERPROOF SEALANT TAP£ �l GLEAN,DRY �•� �.) �°°`�� 1' I I I INSIDE FAGS OF MONTINUONC£ WALK TO A DEPTH OF 24". (800)654-4DR CONTRACTOR SHALL THEN WAIT AN ADDITIONAL ONE (1)WEEK TO ALLOW I THE WEED KILLER TO DISSIPATE PRIOR TO PLANTING. 15 .\ SCALE: 1/2" = 1'-0" 85% COMPACTED SUB-SOIL 5. BACKFILL MIX FOR TREE AND SHRUB PLANTING (PER CUBIC YARD): l I 1 I °\ 2/3 CUBIC YARD ON SITE SOIL `' I Q v o" ., , ' vv 1/3 CUBIC YARD ORGANIC AMENDMENT (I.E. NITROLIZED SHAVINGS) �\ I �\ I POUND IRON SULFATE (20% IRON, 10% SULFUR) 2 POUNDS 6-20-20 COMMERCIAL FERTILIZER T • d C,� LL B � . 10 POUNDS GRO-POWER PLUS o C� I a ,Q° o \ PROVIDE 3' THICK LAYER OF PROVIDE 3' THICK LAYER OF o: ° I SHREDDED BARK MULCI4(TYR) SHREDDED BARK MULCH(TYP.) P NINE CA L L L- I � \ 1 I \ { $ 5 C BA EL 0 NA 48 --- --__ --_ _�� Q6 NaM: 'DO NOT DRINK' SIGNAGE I \ \ \ 'DO NOT DRINK' SIGNAGE I$ PROVIDE A 10' LONG LINEAL TREE ROOT ( \ \ BARRIER ALONG: THE INSIDE EDGE OF PROVIDE CONTINUOUS LINEAL MOISTURE/TREE ROOT - �i"JJJ THE SIDEWALK CENTERED ON THE TREE BARRIER ALONG THE INSIDE EDGE OF THE ACCENT 50 ''- \ \ (SEE DETAIL 1P-4', SHT. 1(v OF 11) TYPICAL PAVING (SEE DETAIL 'ES', SHT. 15 OF 11) R o a , ELL L LLLE , LLLLLLLLL LL 'D LL LLLLL LLLL LLLLL LLLLLLLLLLLLL LLL L L LLLLLLL LL L LLLL LLLL L , LL LLLLLLL LLLLL LLL LLLLLLLLL LLL LLLLLLLLLL LLLL LLL LLL LLLLL 4 „ . O V A + O' P ' - LLLLLLLL LLL L L LLLL LLLL LLL L LLLLLLL LLL L LLLLLLLL O ^ •C O Q Q O -LLLL L LLLLL LLLLLLLL LLLL LLLLL LL L L LLLL L LL LL LELL LLLL LLLLLLL LLLL LLLLL LLLLLLLLL LLL LLLLL LLL LLLL '-L' LLLLLLLL O O Q' LLLL L LL L LLLLLLL LLL , L LLL LL L L O .. L LLLLL 0 LLL LLL O LL LLL THI R OF L _ PROVIDE 3 CK LAVE LLLLL •L LL a n�tern t c✓ x.11 O V c/'+�F✓DFD SAW MULCH(TYP•I LLLLLLL V VV LLLLLL LEE L LL L LLL NOTE: ALL R-O-W PLAN'T'ERS ARE TO RECEIVE LLLLLLLLLLLL ' 6. PROVIDE ACsRIFORM OR GRO-POWER PLANTING TABLETS (1 t 21 GRAMS) L 1 i IN EACH PLANTING PIT As FOLLOWS: A MINIMUM OF 3' THICK COVERING OF SHREDDED SARK MULCH (TYPICAL). NOTE: I (I)ONE TABLET C1 GRAMS)FOR EACH 4" POT t GROUND COVER ALL LANDSCAPE WITHIN THE STREET RIGHT-OF-WAY PLANT LOGEND ' (I)ONE TABLET (21 GRAMS)FOR EACH 1 GALLON CONTAINER NOTE: REFER TO SHEET 16 FOR PLANTING 16 TO BE MAINTAINED BY THE CITY OF ENCINITAS 11 F CIFICATIONS DETAILS AND SHEET OR SPE TABLETS ( 3 GRAMS)FOR EACH 5 GALLON CONTAINER SYMBOL ABBREV BOTANICAL / COMMON NAME QUANti1'Y SIZE REMARKS (3) THREE BLE 6 III 1 ' (5)FIVE TABLETS (105 GRAMS)FOR EACH 15 GALLON CONTAINER (4)FOUR TABLETS (S4 GRAMS)FOR EACH 1/2" OF CALIPER 1 MEASURED 14" ABOVE SOIL LEVEL FOR LARGER SIZES /` /r / T t 7. PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL HIRE A LICENSED SOIL / C J —4/ ✓ "nom✓ A POP HYCHITON ACERIFOLIA!FLAME ME 5 36' BOX W MN.'3',SHEET 1b ' bTRUNK FROM FA LABORATORY TO ANALYZE THE SITE SOIL IN FIVE (5) PLANTING AREAS TO OPEN ^ti PLA ACE PLATANUS ACERIFOLIA/BLOOD000D PLANE TREE 14 24°BOX DET.I '.SHEET 16 1 DETERMINE THE AGRICULTURAL SUITABILITY AND FERTILITY. THE :/ PE e� 0c J�TJ -/rr LABORATORY SHALL SUBMIT A WRITTEN REPORT OF THEIR FINDINGS WITH r r r r SYb ROM SYAGRUa ROMANZCFFIANUM/QUEEN PALM 6 12'B.T. DET.'P-3',SHEET ib � I ANY RECOMMENDATIONS FOR THE AMENDING OF THE SOIL TO THE OWNER AND ' 1 J� J ✓ ��� M COMPACTED WASHED SAND BACKFILL _ THE LANDSCAPE ARCHITECT TO BE IMPLEMENTED BY THE CONTRACTOR IN ADDITION TO THE ORIGINAL SOIL PREPARATION MIX. S.KEEP PLANTS BACK FROM EDGE OF PLANTER BY A DIMENSION EQUAL TO RUBS �I THE DIAMETER OF THE PROPOSED SHRUB BEING PLANTED. AGA AFR AGAPANT"AFRICA"/ PETER PAN' LILY-OF-THE-NILE 64 1 GALLON DET.'P-I',$HEET No 1 U ' Z ) O HEM HYB FEMWCALL16 HYBRID / LAAMER EVERGREEN DAYLIL 15 LL 2 1 GAON �j�� C- $TARBURST MAUVE MONVE' LLJ fir' r�� ��\�r�1�111 ® RHA MD i�IAPHIOLEPIS I. 'BALLERINA' / INDIA HAWTHORN 32 5 GALLON ' ' Q Q rl r r J CEA OEN CEANOTMIS 'CENTENNIAL'/CEANOTHUS 61 5 GALLON V1 MLLLLLLL PDE 3' THICC LAYER OF SHREDDED B,4RdK MULcw(TYPJ w 0' 5' 20' 10 40' SCALE: 1" = 20' ��ODSSCApp CAUTION P t �cr a ! 1111 F> ���� �� q CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING PLANTING PLAN — CA L L E BA RCEL ®N,4 �NO. 1460 O��r YERS & ASSOCIATES z UTILITIES IN THE FIELD PR/OR TO COIVSTRUCAON r Pummw mums, a ma-$ p ' r `L � "' I Civil Engineering, Inc. � * - * ZELMAN �ETAIL PARTNERS PLANNENG-ENGII.r EMIG• SVxvEYING SCALE.' 7" = 20' "NNBTN A. ANDREW A.S.L.A. Phone (wY) •lao-ON NOVEM�B�n0�2001 19 Spectrum Pointe Drive • Suite 609 � u ec�unu a Tx/uao m llC yso ru 9/a 450-00e1 Lake Forest, GA 92630 W LLJ 707 WILSHIRE sT lF OF CAUF LOS ANGELES, CALIFORNIA 90017 1949) 599 0880 Fax ILT z TEL (213) 533-8100 FAX (213) 533-8118 ) — http://www.mayerscivil.com CD REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE REVISION DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF E N C I N I TAS ENGINEERING DEPARTMENT DRAWING NO1 Li DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: TM 94-066 MONUMENT. HORIZONTAL AS SHOWN DATE: BY: BY: ENCINITAS TOWN CENTER - PHASE II LOCATION: STA. 64+24 EL CAMINO REAL REVISION 2 CAALE BARCELONA IMPROVEMENTS 5683-1 38474 I ' RECORDED FROM-S.D. CO. VERT. CONTROLPG.105 VERTICAL AS SHOWN R.C.E. NO: DATE: DATE: PLANTING PLAN ELEVATION: 120,20 DATUM: M.S.L. REGISTERED CIVIL ENGINEER EXP: 3-31-2001 SHEET 15 OF 17 T.M. N0. 94-066 CAIJFORNIA COORDINATE INDEX No. 326-1683 1 3 E ME t + i g t PROWEE VALVE SM 15 ° O 4 + to z 4 Fi4- � 1 __ 4 1 3 I I—I I z Sv 1-x;1 1111 a 4 I b i w E s 1 a yl z• It e 7 . a NOTE ., 'N• ° wJtK 11WH 7m0Y!%A 5 3 Ta vgart W ataowAa a f 0 a ° a 8 3 g e to n NWmNm ° SECTION VIEW s a g SECTION VIEW v - + LEGEND LEGEND 3 LEGEND LEGEND f LEGEND NOTES LEGEND NOTES Imm Oi °p aeoswA,nK° ass teaeo ®"°sPax wrwsa��ilrym�l°a�. AT ' O+ wawa:Alnaw. we w agaNUa. O�-� p��mrael w/m lol wNn O' nr w ewe N nxs KsA nw v Gi woswe%Ilan ew%a.a,weW a�ww. 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NOTE O rrwx wa N ewe ww. ++ /'aamec a no oaaxrt w cawlaaum. °O IMwww®°t>•w°r O e Pn oEeawL awso ra»P tar b d " O° °$�-i'�"'w�wawWe� I e t< NOTES: s s/e anaaa a e wPwa w,w rraaL x aa °w wsw °F°K ®wa oaaarae Ncvw w w°wm aoD 8�•a�w xwwwwa eaan wm ra oaau r Qete rwwa Pea OQ ,��oealmK a9ra law new teme ®�N9NCK xlewoE M TB@Iple ©r°6iee•1mR r1 nL�R t0 O0M1°'°t 1— pi wr eat s waawm O m-am Soots.f W a aaa m-Nal OQ rsw1L twrwww ranellse S tao7x W we. omaweaE,am. gw/Ne,w s.wa.SOY taatx w wac Taw talEle Ovw apse ePs ©°'tla'aANwT ®�""6 Ants ::n ©WAS%pew.roam As IialPa• °fWN°�iL•lat°00°w WMF Ni• we trwK nets P1aa9e lmwa aE telaN laE at ALL 1ltlwneD M nrg9a Pw[ w agL 4W[nR saTa, ®rR e�6aaN.w Ro►It1a M M A oppp rQtwaaE w Seel wLtc w9amSOn vriap w aaaslAlax, ® awlmNa ®E avL tw7c omg.vw as taTer. team EwK w w was M nor temt aozm twwue �r9s Nall laws Q tM>al9aw0a9u rya sswAwce.a nwL®m Rasstwaail° ',a m°PUww! oaa.S we urea avww. Q swear w/wa�a Ma am° Em �w%t°aS wE ww ,=" L w u°�w ®miw.m eaas MFlD°vtar ins t°pA1 a rorwaw a9W mwmL arstaa woes. .Setae 0WINOL aural a�aPC. Q sate atoe ®s xa a Pw LwMUr idl wane pas m rw Snxr s ,pL eanL ®-CK awPawn t+W s) ® fam.PS tw wmaa © aura,new waw w O ® w a aao Tram u aosw w9 anS ms aaaa � ® � a a,P n case ea M as at NOTE � Nwi nee wrs AS ra M 1410L swNa ra w o:watau•�xarerea Dew�r�c.+nar o`nE*au'a+uxrtaePt�au'a d.awm�mwx uwerniuPmanlm9verauW.owe..� DwernuNncwrzseoxr o:w°rros�ecwrsaDx rnwawanEtml awcrnnaYrmaroaDereASmrv.r..ew uastaurnaxnas�rwmmw CONTROLLER REMOTE POLE ANTENNA BACKFLOW MASTER VALVE FLOW METER BALL VALVE MAINLINE ISOLATION BALL VALVE @ FLOW METER -1 I-3 I-4 i-5 1-6 I-7 I-8 rvlaw em tan a i No sca.E CwmmunSy Standard Detail Nosca.E CommuNry rvkw onat I msca.E Ccomnlu 1 ar 1 NoscuE ImmuNl7 1 tan a. t Noaca.E iwe t a slat NoscaLE av t Standard etas NoscxE ,Y MAX a °°MIN.' 7 1 2 7 6 t z » 1 14 3 4 12° I g •;k •r ;7 I 1 `,"�'?sus��b,:,'}i; I , ; i14 khhw Ir sa(. .V - 12• 92' a g : :a ! 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O w A 91'I°w M NL rela w tlwa0 OS :p -ILL NIAD6C,wE aelea4 W SaL ea WG O IBC WeK PwE nal w/Was N Ri O Ae RffM*x aWleT X°AMNOat NEf reLta..laps aR aaaNPa ° w-""wa°wNanewL O awe area gLK w 1oPOO a a wetarve a sac-ea aws w nEro 1s Same 1NW m DECK ma wLa amaxwE sPe�epo w R S QQT am (� a poem Smog=was Oi rw weAse P!E ©Saw taw S Saw ®aNwaso eanL iROtl aWt w6s a Pew tNata PrEaw aplwsa. O 1wm Arta Ni aasawps,PAe amt O9 tswpnit®wi w sa9Nelapo aws Q rNMAS a, Aeow ® Nees a, Neat `'DINVOL 9 argot rva-sa Saw, wx a utwwnwWn aw. PAataE staaas e a Tss ms oveeeP%W Nam s PrD Uaeri PrE nlax w!awe w,a► T was ttwEaa r SOCK a w 4) © O TNamPAwoW wNL weal mw W rAVwa 9 as RA aPa s w was m a%a Qum copra VM © awi6wv.Sam w ya NN ® 9aDT wwma.Steel aoagaE ttOW �glrol ra6s Oi emgu to a m wwc ro awlowTE sIELPE LorwTaw SON�pa9y wad ems ewN mw W saeN w/A saga ewwn.o9w twac�w g Nawm.WlLawayysLO�a axa0 g aeaat 900ff aamlw gala rAaC Oast n W W). NOTES OW rasa egeN N LOON Asa °a/4•Nal wwa aW6 5 IXlae 12'BEYa1D Eow ® 10 waAiP Ip11ef00 aWWgE. OwxK Petra ��a NL 7lPaws ®aw Msaa SPw swan at w1w. war%wswunox W rws a wt Ca11PXtaa BNNL FLL w.WNINO YDw IN elp3 W aLFSS w!CONal9!PUIIY. R•➢6IPi19'RNANIlP81iTRlu`8r/ a�TNarlwNTF6aflMa!DaaT-ww�eWAM IX.`alTNI381CNNa;DETaugwNYGmMJMdM IXC`EIPITHIGNDb IxTMaRM 4NEfaL68xAMKPET DILETM°:ENa1MNDE1 t+9 D'DETPAAVBIGNR,.B DEfNS1 BALL VALVE �° ��VAL� - QUICK COUPLER VALVE - REMOTE CONTROL VALVE I-11 PIPE & WIRE TRENCHING -121 SLEEVES 1-13 POP-UP SPRAY & ROTOR I-14 121r ppp.Up I-15 L am n a NoscAlr 1 n@' C to a Hoar.,. 110 t standard NoacAtE conrllunity swMx Detail aauNty n a Noacu.E NO; E M?jp NC n a avePanwm NoscNE 1 2 �tX O LODGEPOLE PINE TREE STAKE @TREE ROOTMALL: o e e e @ PREPARED BAGKFILL PER PLANTING NOTES. 2 ZONE OF OYEREXCAYATED RECOMPACTED NATIVE SOIL. a — u i _ V:.•;i I _ — + o 7 S « ®CONCRTE SIDE WALK O ° roM" Z LEGEND 5 aM MN r © waowwlEl`rra�o sm'°PiN'mE $ g :::�; :•V 9 > S a uaES onr%wSE catEO w9 w o ••rii Pea. '•;:r.*+ yd'. .s; e . 7]it O EM.ED 11PeIG te1lll.an MWIWD. 'i' �' n�V 1 o 'A O 1/L'INII a9w1 VK1E .o. oo° .• —_ Mw WL 7 x L 1 I ` `\ _ 3 � ° 7 rNC u1E9AL utE. '••: onL,vgowAl NVS SECTION VIEW \\ ' .. • '1. I � I a III +2 F40MALL 111+ 2 �u. � •v saL a 1/z•ew eaL trcU 9 S LEGEND ,o _tin C9 . 6 ICI I=1 eAaaga nn PVMNa Of SONS w tM Pa PINL LEGEND - - --- i � P os9N rmpa saw p eaP19a rose 'v 5 ' II �II ® uxwNwm Pwaw mL. LEGEND NOTE © aNSw vas m am4Wex 6egaL wa was•am♦M MRwta `" GI ® c Pwa1s%z an taz Halo® m w D a rovE w Comm SIAM a _ 7 _ I _ eowaeuim Fw DRe1i NPE Fltl t rPwx aPa N wM Mari 1aa°O'm nte°�6araor Mai FaR°fiup°°9n °�aw° ° © awe armamta a 1we Pa nNL - -- e - - -- Is x aamSUL t%AI. I( wd'awwL ro mTrw W I uN2 8 wsSO+-wmn wa s ON a r/ ea°1fW'm'Pmw°a®a swO06u: OO nvN wee. ® w awe r ep/E aawo rwE �'-E• ° LEGEND \ © 9aD1 aru w TPEE NF4!aOfaL wE Spa N!•wn gaga Sara APwate LEGEND Y ova w NNCII oAn vNwewe 3 w• xw�raeaa aaaur ® aw Yfg ii aNaU«1• ® aw Na awe a eu ea Iwwa w a O vIa ra vuN• OO °IaN°a°w' ® a°msMNS}SO°L t°gee ew°N° ©ROOT BARRIER SHALL BE FABRICATED FROM A HIG4(DENSITY ® rrawe. ar gga oavarw tow T1R tea awwL Nau ono INmPS aaw © gm+L•aE,mpa•wr s wIl PaaNU W (n 4 rPals awe x gas Awaa. © aNNntm owNe MOW O Sal YNmwN eNN gwa 6waam Paw w Ntwa N ttrgo®AMAw rw[ro dNNOL°teat p6 19aaI6®,wwa Sag. AND NIGH LYeTt PLASTIC D HAVE AS POLYVINYL CHLORIDE, © uw owaa gs m Sam eoa Puxl6a a AT w a rwa SPwtNpww naos vs Au tww6Plr a1w,e. ABS OR POLYETHYLENE AND NAVE A MINIMINM THICKNE55 �I, W ® IeNa1CPE rrtwe.LXpxD 1wa r newaa asaroalep. a rraplo Saw ® na Pa NN1. ® 1w tw W aela eta tw%Sr ewnlw ro F- (2)auw sure mot w1e waalaa. © w66n9m wave m6. ®R - Rmtea'nsaaa OF 0.06 INCH. Q Sawa. ® go cart w>E r,Sae owlga roc awPE °' saCK a6vaata O• ®strea6i MOW ©Seer.gaT l+ea61 e,•Asa nai away, par ar tLan:•ni w waewm w Stec tea lrI0Ma06/Iwa1M awe a wIa Pee n/Nlw Q i/2' TO 9/4° RAISED VERTICAL RIBS ON TIC INNER BURFAGE ® a PaE awrn(aaNL SPACED NOT MORE THAN 6'TO 8° APART. C 7 PLAN VIEW Q 3/ arr. Na goa l tN!S 1 ©RECESS TOP OF ROOT BARRIER I' PROM TOP OF SIDE WALr, Ln O cos m wtaea see r TIaE ten neatPa aw8ltatO. iLC'.'110N � anarua0cnmxoacwmnweAa• DNIEfNUS11,InRMDbT/,IL8WB9'd aasrausxaxrtna°LTatsweal awSTNla✓=.vwxrtneIXErni O Y m%,w lea leas lea s0ww amw wag wrfl a°Iwu). marTKSNwwaatwraum.NSw a'aerauAVmwrneDEraea TREE BUBBLER PULL BOX SHRUB PLANTING SHRUB PLANTING (SLOPE) TREE PLANTING TREE PLANTING (SLOPE) LINEAR ROOT BARRIER (AT PARKWAY! -16 I-17 NgaCNE Pw1 OamawH�arviaea amem NoaceLE P-2 mNal;SeNm mnw Ngs�E Pw3 moray 0epeonat NO SCALE P-4 P-5 W ITm�, IN17A n a tm acaLE wNF FAN SIN ASS n Nom F_ N IT f a F N N Standard ITY EN 1 I a e F 1 e to Q L yptiDSCAPE LJ ° �F�N A. AN �d <E s&44 we 15578 �F ���' NO. 1460°PFf� YERS & ASSOCIATES z -DE TA IL S — CA L L E BA RCEL ONA (R. 0. W. & MEDIAN) >n a swia-� r � -� .� ��� � Civil Engineering, Inc. SC4LE.' NONE SPECIRC °h — ZELMAN RETAIL PARTNERS PLANNING•ENGINEERING• SURVEYWG AS BUILT � �'+ NOVEMBER 30. 2007 19 S %SNNNM A. ANDRSW A.s.�.A. Phone (ufo) 4sa-Dose �,,,,a„ Lake Forcestm,CA 92630 Drive• Suite 609 u m 1� m Dc pao n uc/wo FEE 488-e�1 s9T OF AUF 707 WILSHIRE ANGELES, CALFO NA 3036 (949) 599 0880 Fax W C TEL (213) S5 -8810 FAX (21313-8118 ( ) Z http://www.mayerscivil.com CD I' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE REVISION DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF E N C I N I TAS ENGINEERING DEPARTMENT DRAWING N . w DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: TM 94-0661! MONUMENT. HORIZONTAL AS SHOWN DATE: BY: aY: ENCINITAS TOWN CENTER — PHASE II LOCATION: STA. 64+24 EL CAMINO REAL REVISION 2 CALLS BARCELONA IMPROVEMENTS 5683—I R.C.E. N0: 38474 RECORDED FROM-5-12- CO. VERT. CONTROL,PG.105 VERTICAL AS SHOWN REGISTERED CIVIL ENGINEER DATE: DATE: ELEVATION: 120.20 DATUM: M.S.L. EXP: 3-31 -2001 T.M. NO. 94-066 CALIFORNIA COORDINATE INDEX No. 326-1683 SHEET 8 of ___ - __ _ --- - __ �L LANDSCAPE SPECIFICATIONS PLANTING sPR3GI1WICaTIONS - I, GENERAL CONDITIONS IV. MATERIALS,MATERIALS LIST,AND SAMPLES I, SCOPE OF WOI'ZIC VII. FINISH GRADING 4. WOOD FIBER: THE HYDRO-MULCH MIX SHALL INCLUDE CELLULOSE ' �.. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED SHALL BE NEW AND THE MULCHING FIBER THE FIBER SHALL BE MIXED M THE HYOROSEEOER PURMI ALL LABOR MATERIALS,AND EQUIPMENT NECESSARY t0 PROVIDE 1. TILL: ALL PLANTING DREADS AS HEREIN SPECIFIED. I. CONTRACT DOCUMENTS: CONSIST R SPECIFICATIONS AND ITS BEST LE THEIR RESPECTIVE MATEM KINDS. TEE CONTRACTOR SHALL SUBMIT A SPECIFIED IFIED INSTALL PLANT MATERIALS AS SHOWN ON THE DRAWINGS OR AS WITH WATER FERTILIZER BINDER AND SEED AND APPLIED AT THE AND GENERAL CONDITIONS,AND THE DRAWINGS. 714E INTENT OF COMPLETE LIST O REQUEST, S B THE LANDSCAPE ARCHITECT FOR SPECIFIED HE1�M. 2. FLOATING: AFTER TILLING,ALL AREAS SCALY BE BROUGHT t0 RATE OF 1600 TER (DRY WEIGHT)PER ACS FOR LAWNS AND OR 1 -. THESE DOCUMENTS,I$TO INCLUDE ALL LABOR,MATERIALS, APPROVAL UPON REQUEST. SUBMIT BUGS SAMPLES AND CATALOG DATA AS UNIFORM GRADE BY FLOATING OR HAND RAKINKs, OF 3s I OR PLATTER AND 2000 LBS.(DRY WEIGHT)PER ACRE FOR I APPLIANCES,AND SERVICES NECESSARY FOR THE PROPER THE LANDSCAPE ARCHITECT MAY DIRECT. SLOPES STEEPER THAN 3:1. EXECUTION OF THE WORK. THE DOCUMENTS ARE TO BE L PLASTIC PIPE SHALL BE OF THE CLASSES,TYPES,AND SIZES 11, VERIFICATION OF SITE CONDITIONS 3. FINISH GRADE OF PLANTING AREAS, AFTER APPLICATION OF BOIL I . CONSIDERED AS ONE,AND WHATEVER 19 CALLED FOR BY ANY INDICATED ON THE PLAN, AMENDMENTS SHALL BE 1-1/2•BELOW TOP OF CONCRETE WALKS AND 5. EROSION CONTROL CHEMICAL: USE TERRA-TAC 08 AT THE RATE OF 50 PART SHALL BE AS BINDING AS IF CALED FOR BY ALL PARTS. 2.PVC PLASTIC FITTINGS SHALL BE HEAVY PATTERN,SCHEDULE 1. CONTRACTOR 16 RESPONSIBLE FOR VERIFYING, THE LOCATION OF ALL CURB GRADES OR AS NOTED BY TP07 ELEVA71CN8. LUST.PER OCR_. THE CHEMICAL IS MI BE MIXED M THE PORTIONS OF THE DRAWINGS NHICH ARE DIAGRAMMATIC IN 40,AND OF T14E SAME PVC TYPE AS THE PIPE. UTILITY LINES AND OTHER UNDERGROUND OBSTRUCTIONS SO 714A1 HY STABILIZE S I SLURRY. THIS CHEMICAL BTABILAN, 18 t0 NATURE,(AS SPRNKLER PLANS,)SHALL BE FOLLOWED 3.PVC SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE PROPER PRECAUTIONS MAY BE TAKEN NOT t0 DISTURB OR DAMAGE d. SOIL ALAS ADJACENT t0 BUILDINGS, SHALL SLOPE AWAY FROM THE STADILIZE THE SOIL PARTICLES AND PACK THE SEED, ACCORDING t0 GOOD CONSTRUCTION PRACTICES. MANUFACTURER FOR Use WITH HIS PIPE, BUCFH IMPROVEMENTS. M TH£EVENT O 4 CONFLICT BETWEEN SUCH BUILDINGS AT 1%MINIMUM. FIBER FERTILIZER AND SOIL TOGETHER THUS MINIMIZING EROSION. 4.AUTOMATIC REMOTE CONTROL VALVES SMALL BE INSTALLED IN A 2. ON TH PRA THE CONTRACTOR SSG) SHALL ORKI IN MEASUREMENTS VALVE BOX AS INDICATED ON THE PLAN. LINES AND PLANT LOCATIONS,THE CONTRACTOR SHALL PROMPTLY S. ROCK OR CLODS, OVER I' IM DIAMETER SHALL BE REMOVED PROM THE 6. MOISTURE RETENTION ADDITIVE: USE CPA-1200 HUMECTANT AT THE ON THE DRAWINGS BEFORE BEGINNING WOIRIG. IN CASE OF NOTIFY THE LANDSCAPE ARCHITECT,WHO SHALL A FOR PLANTING BED. ERROR OR DISCREPANCY M THE DRAWING$OR SPECIFICATIONS S.VACUUM BREAKERS lBACKFLOW PR£V£NTERS)SHAD-6£AS THE RELOCATION OF ONE OR THE OTHER FAILING TO FOLLOW THIS RATE OF EE L68.PER ACRE. INCORPORATE CHEMICAL CHEMICAL V THE OR IN THE CORK O°OTHERS AFFECTING HIS HOW,WE SHALL INDICATED ON THE PLAN. PROCEDURE,THE CONTRACTOR SHALL BE AT HIS OWN EXPENSE MAKE 6, PLANTING BEDS: SHALL BE RAKED SMOOTH AND RUT IN FIRST-GI-A$8 HOLDING CAPACITY BLURRY. THIS CHEMICAL HELPS IMPROVE THE WA R It NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. THE 6,SPRINKLER HEADS SHALL OR AS INDICATED ON THE PLAN. ANY AID ALL REPAIRS FOR DAMAGES RESULTING RICH HIS WORK. CONDITION BEFORE ACCEPTANCE BY LANDSCAPE ARCHITECT. HOLDING CAPACITY WITH RESULTANT INCREASE M GERMINATION, YEARLY MEfl I,�N WATERING SCHEDULE CONTROLLER 1 1 I LOGO OM TO HISHALL AILURE TO OBSERVE THESE INSTRUCTIONS, 8.ELECTRIC WIRE SHALL Be AS NOTED ON PLAN.AT£D ON THE PLAN. 2. COVE ROCK OR OTHER UNDERGROUND OBSTRUCTIONS: (EXCEPT SUBJECTT TO IMODIFFIICATIO NI DOE STO INPUT FROIMTSOILS'ANALYSIS I S.WIRING UNDER PAVING SHALL BE PULLED THROUGH PVC PLASTIC UTILITY LINES OR PORTION$OF PROJECT INSTALLATION)TO DEPTHS VIII. SHRUB AND TREE PLANTING AND SITE OCOATIONS. B. MATERIALS,APPLIANCES,EMPLOYEES: THE CONTRACTOR SHALL SLEEVES OR ELECTRIC CONDUIT. NECESSARY TO PERMIT PROPER INSTALLATION OF PLANTING,UNLESS 1. CORRELATION; TREES AND SHRUBS SHALL NOT BE PLANTED UNTIL ALL 7. APPLICATION, THE OPERATOR SHALL APPLY 11�E SEEPS To SLOPE PROVIDE AND PAY FOR ALL MATERIALS,LABOR,TOOLS AND OTHER LOCATIONS FOR INTERFERING ELEMENTS ARE ORDERED. OTHER ITEMS NECESSARY AND INCIDENTAL TO COMPLETION OF OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE IN DRIFTS USING ONLY WATER$EED$AND AN INDICATOR DYE, CALLE BARCELLONA MEDIAN, CONTROLLER 1 V. RECORD DRAWINGS (AS-BUILTS) 3, DIMENSIONS, ALL SCALED DIMENSIONS ARE APPTROXIMATE. BEFORE SPRINKLER SYSTEM HAS BEEN COMPLETED,FINAL GRADES HAVE BEEN THIS SHALL BE ACCOMPLISHED IMMEDIATELY PRIOR TO REGULAR i HIS WORK. ALL AND MATERIALS SHALL LL NEW,AND BOTH PROCEEDING WITH ANY WORK,THE CONTRACTOR SHALL CAREFULLY ESTABLISHED,AND THE PLANTMCs BEDS PROPERLY PREPARED BY HYDROSEED MULCH APPLICATION. THE OPERATOR SHALL SPRAY THE WORKMANSHIP QUALITY. ALL AND MATERIALS SHALL TR C ORS SHALL THE CONTRACTOR SHALL KEEP A CURRENT AND CONTINUOUS ND LEGIBLE LE SET CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES,AND SHALL CULTIVATION AND FERTILIZATION AS COVERED M THESE SLOPE WITH A UNIFORM,VISIBLE COAT BY USING THE GREEN COLOR QUALITY. ALL WORKMEN AND 8U ADEQUATELY IN B SHALL BE OF RECORD B THAT MAY OCCUR AND SHALL DELIVER A CLEAR AND LEGIBLE S£t IMMEDIATELY INFORRM THE LANDSCAPE ARCHITECT OF ANY SPECIFICATIONS. OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN FORMULA TO DETERMINE MINUTES PER WEEK: ET0/4,33"PFl0.625JPR"SF"SO SKILLED M THEIR TRADES,AND ADEQUATELY INSURED FOR OF RECCCE DRAWINGS To THE CONSTRUCTION INSPECTOR PRIOR TO THE DISCREPANCY BETWEEN THE INPORIATION FROM DOING ANY WORK IN A SWEEPING MOTION,M AN ARCHED STREAM 80 AS TO FALL LIKE LIABILITY,CONTINUOUSLY AND DIRECTED. ALL PHASES E F WORK SHALL BE FINAL ACCEPTANCE OF THE WORK TWO TRANSPARENCIES PRINTS ON WHITE SAID AREAS UNTIL GIVEN APPROVAL TO DO 60 BY THE LANDSCAPE 2. PLANTING TIME, NO PLANTING SHALL TAKE PLACE DURING EXTREMELY RAIN ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER BE FURNISHED"`Letters: L S D=Lawn,Shrub,Drip.-Nos.: 1,2,3=high, med.,low water requirement. The"ETO" Is shown under each month CONTMUOUBLY DIRECTED BY A CAPABLE FOREIMAI. BYY T D ASC PE� IHITECCT U£PPON RES H S PULRPOS£.CNE SET ARCHITECT• HOT,DRY,WINDY OR FREEZING WEATHER. UNTIL A GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT 4. ORDINANCES AND REGULATIONS, ALL LOCAL,MUNICIPAL,AND MAY BE USED FOR FIELD NOTATIONS AND THE SECOND SET SHALL B. LOCATIONS: RELATIVE POSITION OF ALL PLANTS AND TREES IS THE REQUIRED RATE PER ACRE, STATE LAWS AND RULES AND REGULATIONS GOVERNING OR d. 8URAINA E O DRAINAGE OR 801E CONDITIONS, SHOULD SHOULD ACE STA- L' GALLONS AREA PRECIP. PLANT IRNG. SOIL JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR BE KEPT M THE CONSTRUCTION OFFICE FOR TEE RECORD. THESE DRAINAGE OR SOIL CONDITIONS BE ENCOUNTERED WHICH WOULD BE 9UBIECT TO APPROVAL O THE LANDSCAPE ARCHITECT,AND THEY RELATING AT ANY PORTION A THIS CORK ARE HEREBY DRAWINGS SHALL BROW DIMENSIONAL LOCATIONS�OURIED PIPE AND SHALL,IF NECESSARY,BE RELOCATED AT HIS DIRECTION,AS PART S. RESEEDING, ALL BARE SPOTS SHALL BE RESEEDED BY THE 'I INCORPORATED INTO AND MADE A PART OF THESE DETRIMENTAL TO GROWTH CM2 SURVIVAL A PLANT MATERIAL,THE CONTRACTOR WITHIN SIXTY(60)DAYS PROVIDING THE LACK OF TION S- PER SO. FT. RATE FACT. EFF. SLOPE 2.2 2.7 3.4 3.7 4.9 4.6 4.6 5.1 4.1 3.3 2.4 2 43 SPECIFICATIONS,AND THEIR PROVISIONS SHALL BE CARRIED MEASURE NOTATIONS L THE FADE PG OF THE PIPE ETC, ALL CONTRACTOR SHALL NOTIFY TWO LANDSCAPE ARCHITECT M WRITING,YA, OF THIS CONTRACT. COVER GROWTH CAUSED BY EXCESSIVE WATERING BY THE CONTRACTOR MEASUREMENTS SHALL BE MADE PRIOR TO BACKFILLNG AND SHALL BE STATING THE CONDITIONS AND SUBMITTING A PROPOSAL COVERING NO. D-" MINUTE HA) (PR PF) {IE {SF} <-----MINUTES PER WEEK-----> OUT BY THE CONTRACTOR ANYTHING CONTAINED IN THESE TAKEN FROM PERMA ENT ABOVE GRADE POINTS. ALL INFORMATION ON TH£ d. DISTRIBUTION: NO MORE PLANTS SHALL BE DISTRIBUTED ABOUT THE __II SPECIFICATIONS SHALL NOT BO CONSTRUED TO CONFLICT WITH PRINT$SHALL BE TRANSFERRED TO THE SEPIA TRANSPARENCIES AMID GIVEN LAND C CORRECTION. F THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE AREA THAN CAN BE PLANTED AND WATERED ON THE SAME S. REFERTILIZING: ALL HYDROSEEDED AREAS SHALL BE REFERTILIZE11 ANY OF THE ABOVE RUES AID REGULATIONS OR O THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE CONTRACT. LANDSCAPE ARCHITECT OF SUCH CONDITIONS,HE SHALL BE DAY. THIRTY(S0)DAYS AFTER INSTALLATION BY THE CONTRACTOR WITH 1-4 S-2 18.40 1020 1.74 0.3 0.625 1.00 8 10 13 14 19 18 18 20 16 13 9 8 166 REQURREMENTB OF THE SAME. HIOMIEVER WHEN THESE RESPONSIBLE FOR PLANT MATERIAL UNDER THE GUARANTEE CLAUSE OF SAME FERTILIZER TYPES AND AMOUNTS AS USED IN THE ORIGINAL SPECIPICATIONS AND DRA W NGS CALL FOR OR DESCRIBE THE SPECIFICATION. 6, CONTAINER REMOVAL: PLANT CONTAINERS SHALL BE REMOVED. CMS APPLICATION. 1-5 S-2 17.60 1193 1.42 0.3 0.625 1.00 10 13 16 17 23 22 22 24 19 15 11 9 201 MATERIALS,WORKMANSHIP,OR CONSTRICTION OF A BETTER VL INSTALLATION SHALL BE SPLIT ON BOtH SIDES. AN AXE OR SPADE SHALL NOT BE QUALITY,HIGHER STANDARD,OR LARGER SIZE THAN USED. ALL CCNTAINERO SHALL BE REMOVED PROM THE SITE. IS REQUIRED B7 THE ABOVE(RULES AND REGULATIONS,THE I. EXCAVATION, III, MATERIALS XIII, PROTECTION I-6 S-2 17.60 741 2.29 0.3 0.625 1.00 6 8 10 11 14 13 13 15 12 10 7 6 125 6. PLANTING PITS, ALL TREE AND SFIRI$PITS SHALL HAVE A DIAMETER PROVISIONS FIRISC OF THESE SPECIFICATIONS AND DRAWINGS SHALL A.CONTRACTOR SHALL VERIFY EXACT LOCATION TALL EXISTING OF AT LEAST TWICE THE DIAMETER OF TEE ROOT. PIT DEPTHS I-7 S-2 16.00 140 11 Al 0,3 0.625 1.00 1 2 2 2 3 3 3 3 2 2 1 1 25 TAKE PRECEDENCE. IN PET ION$AS SHALL OBTAIN AND PAY To EXCAVATION.UTILITIES(MECHANICAL AND ELECTRICAL)PRIOR I. 801E AMENDMENTS, I. AT ALL TIMES DURING CONSTRUCTION: ADEQUATE PROTECTION SHAY FOR ALL PERMITS AND M8PEG1'IONS AS REQUIRED BY THE CITY t0£XGAYATION. AIY UTILITIES,A.G.PAVING,CONCRETE A.REDWOOD SAWDUST 9H,4LL BE FIDE OF SHAVINGS OR PAR71CLE8 O SHALL BE 12'DEEPER THAN THE ROOT BALL FOR TREES AND S" BE PROVIDED FOR ALL PLANTED AREAS AGAINST DAMAGE OF ANY 1-$ S-2 11.00 110 9.631 0.31 0.625 1.00 2 2 2 3 3 3 3 4 3 2 2 1 30 OR COUNTY. NOW ETC.,DESTROYED OR DAMAGED BY ANY WORK UNDER THIS OTHER WOOD$$UCH AS PINE OR FIR SUPPLIED N BULK AND DEEPER THAN THE ROOT BALL FOR SHRUBS. KIND,UNTIL FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR 5. PROTECTION OF CORK: THE CONTRACTOR SHALL ADEQUATELY CONTRACT SHALL BE REPAIRED OR REPLACED AT THE 5%NITROGEN STABILIZED FIR OR REDWOOD BARK GROUND TO 1, PLACING, PLANTS SH ALL BE PLACED AND HELD DURING SAWILL IN SRS REPR£BENATIV£. CONTRACTOR'S EXPENSE. 0-V4'PARTICLE SIZE,.1%NITROGEN STABILIZED. AM UPRIGHT POSITION M THE CENTER OF THE PIT. PLANTS SHALL AND TOTALS 436.94 26,516 307 377 476 520 686 647 647 717 575 463 335 281 6,031 PROTECT TFE WORK,ADJACENT PROPERTY,AND THE PUBLIC AND B.tRONCH£S FOR PIPE SHALL BE CUT 70 REQUIRED GRADE LINE At B.SOIL SULNIR OF 674NDAIO COMMERCIAL GRADE. 2. THE CONTRACTOR SHALL 8E HELD RESPONSIBLE: FOR THE CAS SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY OF HIS C.GYPSUM OF STANDARD AGRICULTURAL GRAPE. BE HELP AT,OR SLIGHTLY ABOVE NURSERY LEVEL. THE EARTH BALL PRESERVATION OF ALL EXISTING BUILDINGS AND STRUCTURES ON ACT,AS REQUIRED BY CONDITIONS OF PERMIT. A TRUE GRADIENT TO PROVIDE UNIFORM SUPPORT FOR THE PULL SHALL BE KEPT INTACT, ANY EXPOSED ROOTS SHALL BE SP READ. PROPERTY AND ADJACENT PR£M1908. ANY PART OF THEM INJURZED, LENGTH OF PIPE. D.HUMUS-'GRO-POWER'5-3-1 AS SUPPLIED BY SOUTHERN INJURED ROOTS SHALL BE PRUNED. DAMAGED OR DISTURBED BECAUSE OF HIS WORK SHALL BE RREPAI III 6. CHANGES M THE WORK, THE OWNER MAY ORDER CHANGES M C. DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A CALIFORNIA ORGANIC FERTILIZER COMPANY, REPLACED OR CLEANED BY HIM AT MIS EXPENSE. THE HOW,THE CONTRACT SUM OEM ADJUSTED ACCORDINGLY, MINIMUM COVER ABOVE THE TOP OF THE PIPE AS POLLOWS: E, PEAT MOBS OF COMMERCIAL NURSERY GRADE S. BACOILL, PLANT PIT SACKPILLING SOIL SHALL CONSIST OF I PART ALL SUCH ORDERS,AND ADJUSTMENTS SHALL BE IN WRITING. 1. 18'OVER PRESSURE MAIN LINE AND CONTROL WIRE$. NITROHUMUS -2 PARTS TOPSOIL. MATERALS SHALL BE THOROUGHLY CLAIMS BY THE CONTRACTOR FOR EXTRA$MUST ME MADE M 2. 12'OVER NON-PROSSURE LATERAL LINES. 2. TOP SOIL: MIXED BEFORE PLACEMENT. IN ADDITION TO BACKPILL COMMERCIAL XIV, REPLACEMENTS I WRITING BEFORE EXECUTING 714E WORK INVOLVED,AND MAST A.TOPSOIL SHALL CONSIST OF A FERTILE,FRIABLE NATURAL LOAM, FERTILIZER 20-10-5,AGRIFORM OR GRO-POWER PLANT TABLETS 1. CONTRACTOR SHALL IMMEDIATELY IREPLACE, ANY AND ALL PLANT 2. JOINING PIPE: OF UNIFORM QUALITY,FREE FROM SUBSOIL,HARD CLODS, SHALL BE ADDED TO PLANT PITS AT THE FOLLOWING RATES: BE APPROVED BY THE OWNER BEFORE FROCEEDMCG. UNDER WHICH FOR ANY REASON HIE OR ARE DAMAGED WHILE A. THE CONTRACTOR IS RESPONSIBLE TO DE FAMILIAR WITH THE STIFF,CLAY,HARD PAµSODS,PARTIALLY DISINTEGRATED I TABLET(9 GRAMS)PER EACH 4•POT 4 GROUND COVER ' 1. CORECTION OF CORK, THE CONTRACTOR SHALL RE-EXECUTE ANY METHOD OF ASSEMBLING,JOINING,AND IN67ALLM THE DEBRIS,OR ANY OTHER UNDESIRABLE MATERIAL. I TABLET(21GRAM8)PER EACH I GALLON PLANT -- - UNDER HI8 RAC, REPTHE S IENt9 SHALL BE MADE WITH PLANTS OF WORK THAT FAIL$TO CONFORM TO THE REQUIREMENTS OF THE VARIOUS TYPES OF PIPE t0 BE USED. NE WILL ADHERE IN S.TOPSOIL SHALL NOT CONTAIN OBNOXIOUS WEEDS,SUCH AS 3 TABLETS(63GRWM8)PER EACH 5 GALLON PLANT LIKE KIND AND SIZE M THE SAME MANNER AS SPECIFIED FOR THE CONTRACT,70!REMEDY ANY DEFECTS DUE TO FAULTY MATERIALS STRICT ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDED MORNING GLORY,SORREL,OXALIS,SPUR ANNUAL GE, INUAL 5 TABLIETS(105 GRAMS)PER EACH 15 GALLON PLANT ORIGINAL PLANTING OR WORKMANSHIP ACCORDING TO THE TERMS OF THE PROCEDURES. BLUEGRASS,NUT GRABS,OR BERMUDA GRABS. 4 TABLETS(84GRAMS)PER EACH IR'CALIPER OF TREE TRUNK SPECIFICATIONS. B.NO PVC PIPE SHALL BE THREADED AND ALL TRANSITION FROM PVC FOR SPECIMEN PLANTS LARGER THAT B XV. CLEAN-UP 8. AUTHORITY OF THE LANDSCAPE ARCHITECT: THE LANDSCAPE TO METAL PIPING SHALL BE BY PVC MALE,TH EAO ADAPTOR 3. PLAIT MATERIALS: GALLON, FITTING. A.PLAIT NAMES USED M THE PLANT LIST CONFORM TO I. AFTER ALL INSTALLATION OPtRATIOM9: HAVE BEEN COMPLETED, ARCHITECT SHALL ACT AS THE AUTHORIZED REPRESENTATIVE OF 9. WATERING: WHEN THE PIT HAS BEEN RBP A OLIN HE ROOT-QUARTERS 746 OWE!AND NAVE THE AWtHORITY 10 ACCEPT OR REJECT 9. C4AGKFLOW PIREY£N7ER, 'SYANDAIDIZ£P PLAIT NOES'BY AMERICAN JOINT COMMITTEE OF ITS DEPTH,WATER SHALL BE POURED ABOUT THE ROOTS. AIR REMOVE ALL TRASH,EXCESS SOIL,EMPTY PLANT CONTAINRB AND MATERIALS OR WORKMANSHIP AND TO MAKE MINOR CHANGES IN A.THE PREVENTION DEVICE SPECIFIED HEREN SHALL BE VERIFIED ON HORTICULTURAL NOMENCLATURE,EXCEPT M CASES NOT RUBBISH FROM THE PROPERTY. ALL$CARS,RUTS OR OTHER MARKS POCKETS SHALL BE T TO TH ED AND LEVEL. CONTINUED UNTIL THE THE WORK NOT INVOLVING EXTRA COST. HE WILL AY STOP INTERPRET WITH LOCAL PLUMBING AND HEALTH CODES. IN EVENT OF ANY COVERED THEREIN. M THESE E Is INSTANCES THE ESTABLISHED M TH£AREA CAU18£p BY THIS WORE SHALL DI REPAIRED AND THE BAOffIL1 f8 DROUGHT TO THE GRADE LEVEL. THE MEANING SS THE CONTRACT DOCUMENTS AND MAY STOP CONFLICTION ON DEVICE APPROVAL THE LANDSCAPE ARCHITECT CUSTOM OF THE NURSERY TRADE I8 FOLLOWED. SIIOUO LEFT M A NEAT AND ORDERLY CONDITION THROUGHOUT THE NOW IF NECESSARY TO INSURE ITS PROPER EXECUTION. SHALL BE NOTIFIED PRIOR TO BID OPENING, B.PLANTS SHALL BE BOUND,HEALTHY,VIGOROUS,FREE FROM 10.COMpACTM.: BACK°ILL SHALL BE UNCOMpACTEp AROUND THE ROOTS SITE. CONTRACTOR SHALL PICK UP ALL 7R48H1 RESULTING FROM 4. TESTS: DISEASE,INSECT PESTS OR THEIR EGGS AND SHALL HAVE OR BALL OF THE PLANT DURING OR AFTER PLANTING. THE SACIC71LL THIS NOW NO LESS THAN EACH FRIDAY BEFORE LEAVING THE 9. SUBCONTRACTORS: PORTIONS O THE WORK EXECUTED BY A.ALL MAN LINES M THE SYSTEM SHALL BE CAPPED AND PRESSURE WEALTHY,NORMAL ROOT SYSTEMS,WELL FILLING THEIR ON WHICH THE PLANT BALL RESTS SHALL BE LIGHTLY COMPACTED. SITE,ONCE A WEEK AND/OR THE LAST WORKING DAY EACH WEEK SUBCONTRACTOR$SHALL BE PERFORMED ACCORDING TO THE SAME CONTAINERS,BUT NOT TO THE POINT OF BEM.ROOT BOUND. ALL TRASH SHALL BE REMOVED COMPLETELY FROM THE SITE. TESTED AT 190 PSI. IL SETTLEMENT: PLANTS WHICH SETTLE SMALL BE RAISED 70 THE REQUIREMENTS AS THE CONTRACTOR INCLUDING GENERAL B.PRESSURE SHALL BE SUSTAINED M THE LINES FOR NOT LESS G. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS REQUIRED LEVEL OR REPLACED AT THE OPTION OF CONTRACTOR CONDITIONS,SPECIFICATIONS,CONTRACT DRAWINGS,MID Cltt THAN THREE HOURS. PEAKS DEVELOP,tN£JOINTS SHALL AUTHORIZED BY THE LANDSCAPE ARCHITECT. IN NO CASE 2. EXCESS TOPSOIL, SHALL BE REMOVED FROM THE SITE. REQUISITES. SHALL TREE$BE TOPPED BEFORE DELIVERY. RAISED PLANTS NHfCH FAIL TO GROW SMALL BE (REPLACED. BE REPLACED AND TWO TEST REPEATED UNTIL THE ENTIRE D.ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL.OF SIZE, 12,STAKING: STAKES SHALL BE DRIVEN TO SUFFICIENT DEPTH TO HOLD 3. SIDEWALKS AND STREETS: ARE TO BE LEFT M A NEAT AND CLEAN SYSTEM S WATERTIGHT. 10.UNDERGROUND UTILITIES: TH£CONTRACTOR SHALL Be G.TESTS SHALL BE OBSERVED AND APPROVED BY OMMER'6 HEALTH,QUALITY,CHARACTER ETC.,BY THE LAID8GA1°O TREE RIGID. TREE SHALL BE SUPPORTED BY AT LEAST TWO TIER. CONDITION At THE END OF EACH WORKING DAY. RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL EXISTING TESTS SALL B REPRESENTATIVE PRIOR TO 4D APPROVED ARCHITECT, M PRIMING, LIMBS,BRANCHES,CANES AND RUNNERS W141C14 REQUIRE UTILITIES,AND FOR PROTECTION OF SAME. DAMAGES E.TUNE WEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE 4, REMOVE ALL TAGS: LABELS,NURSERY 9TAICEB AND 71£8 FROM ALL D.WHEN THE SPRINKLER SYSTEM IS COMPLETED THE CONTRACTOR IN TRIMMING SHALL BE REMOVED TO WAVE A CLEAN CUT PLUSFI WITH RESULTING FROM HIS WORK OR THAT OF HIS SUBCONTRACTORS, MEASURED WITH BRANCHES M THEIR NORMAL POSITION. PLANTS UNLESS OTHERWISE DIRECTED, SHALL BE RESTORED TO ORIGINAL CONDITION At THEIR CNN THE PRESENCE OF THE OWNER'S REPRESENTATIVE,SHALL F,THE CALIPER OF ALL TREES SHALL BE MEASURED 14'ABOVE THE TRH OF ADJACENT LIMB OR BRANCH. PEIRFORM A TEST COVERAGE OF WATER AFFORDED THE LAM AND EXPENSE. SURFACE OF THE GROUND. 14.PLANTING BEDS: PLANTING BEDS SHALL OU EDGED AND CULTIVATED PLANTING AREAS COMPLETE AND ADEQUATE. THE CONTRACTOR XVI. GUARANTEE I 11,R£PAIRF: M TWO ABSENCE OF THE CONTRACTOR THE OMMER SHALL PURMSW ALL MATERIALS AND PERFORM ALL WORK G.WHERE CALIPER OR OTHER DIMENSIONS OG ANY PLANT MATERIAL TO THE LINE SHOWN. BEDS SHALL BE BROUGHT TO A SMOOTH EVEN 1. ALL SHRUBS SHALL BE GUARANTEED AS TO GROWTH ANp HEALTH FOR A RESERVES THE RIGHT TO MAKE ANY Eh�iENCY REPAIRS REQUIRED TO CORRECT ANY INADEOJACIES OF COVERAGE ARE OMITTED FROM THE PLANT LIST,IT SHALL SE UNDERSTOOD SURFACE CONFORMING*TO£STABLtSHED GRADES AFTER FULL PERIOD OF NINETY l80)DAYS AFTER COMPLETION I THE SPECIFIE REQUIRED FOR PROTECTION OF THE SITE,THE NOR,OR DISCLOSED(SEE ITEM II-2), THAT THESE PLANT MATERIALS SHALL BE NORMAL STOCK FOR SETTLOMENT HAS OCCURRED. _ MAINTENANCE PERIOD.AND/OR FINAL ACCEPTANCE BY TAE OWNER ADJACENT IMPROVEMENTS: COSTS OF SUCH REPAIRS 70 E.THE CONTRACTOR SMALL INFORM THE OWNER'S REPRESENTATIVE OF TYPE LISTED. 2. TREES SHALL BE GUARANTEED t0 LIVE AND GROW M ACCEPTABLE 13E BACKCHARGED TO THE CONTRACTOR ANY DEVIATION FROM THE PLAN REQUIRED BY WIND,PLANTING, H. PLANT MATERIAL SMALL BE SYMMETRICAL,TYPICAL FOR VARIETY IX. GROUND COVER AREAS UPRIGHT POSITION FOR SIX(b)MONTHS AFTER SPECIFIED SOIL OR SITE CONDITIONS THAT BEAR ON PRESENT COVERAGE. AND SPECIES,AND SHALL CONFORM TO MEASUREMENTS MAINTENANCE RIGHT PROD AID/OR FINAL ACCEPTANCE OT THE OWNER a.UNIT: TUNE LANDSCAPE CONTRACTOR WHO ACCEPTABLE PROVIDES THE 510 5, SPRINKLER HEAD INSTALLATION, SPECIFIED M THE PLANT LIST. 1. REFER TO PARAGRAPHS: V,VII,VIII,FOR SOIL PREPARATION, OVER MUST PROVIDE ADEQUATE MAINTENANCE TO INSURE THE AND LANDSCAPE HE I..0 S PE THE ACCEPTABLE LOW BID UNLESS SPECIFICALLY DETAILED OR DIMENSIONED ON THE 1. PLANT MATERIAL LARGER THAN THOSE SPECIFIED MAY BE FINISH GRADING AND WEED CONTROL. EXTENDED GUARANTEE ON TREES. SHALL PROVIDE THE LANDSCAPE ARCHITECT WITH UNIT AND PRAWM.S OTHERWISE, SUPPLIED IF COMPLYING IN ALL OTHER RESPECTS,AND AT NO FOR IRINFOR PLAITING SQUARE FOOT CALCULATIONS AND ADDITIONAL COST TO THE OWNER UPON APPROVAL OF THE 2. AREAS SHALL BE RAKED: AND FLOATED SMOOTH TO PROVIDE A TRUE 3. AM NI 1 T 30%O°THEIR ORIGINAL OTHER INFORMATION,WHEN REQUESTED. ALL UNtt C08t9 A.SHRUBBERY M GROUND LAVER SPRAY HEADS ADJACENT TO CURS LANDSCAPE ARCHITECT. AND