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TT4306(918)885-5@E22 LOT 10 W y as �o, ol i. ri HORSE COR RAL x 44 LENGTH T TA > r 4/3 THE THE " 1' per `i CONCRETE PAD FOR PICNIC TABLES:YYP SEE NOT $ AIMVE BE IRRIGATION PAN GATE VALVE TYPO, LONE tide INSTALL BEF44 DRINKING fQsTAIN PACIFIC BELL IV %� "i . 1 JACK „ ZRCAt EXISTIN3 :2-2 PVC SLEEVES FOR S.D.G. A E. Co. AND DRINKING FOUNTAIN ONLY' SIGN (24 x34 ) , ,� RAIL HEAD �. 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J� t/ r e2d r 4`:.�7:.: .. �6 fipr,�.-.,t •�•,” - • V :� .I.� :. :t • ♦ -. - �u !V • R yy Y 10. ••a.. • .•.,- ' .. . � �y•., A'• -t•' .•. a. ,• • �/� • S` �p ' •_ 1 1 r` Jim 71 1wof •/r 45 ,O DECOMPOSED For� 1W' y7 . 0. 0 t3•65.1 36.0' V . • ! 72 4 t�1 ►"'L��• "`fi '_- b•. - .1{y4 HITCHING RAIL. ,_ ,. s:. 4 i }.. jr, Aria .c:�a'•.- :.• . .•. Grp, ,.- •. -.: .^ (:. , . . .` , . ' -. ,. ', ' ' k , K•. 4� +«, - . 2.lGs t0�r , •°rte_ ti F'►4�a _ ,., _ PIP . . _ IE.�-1 . ate•. :: >- 9 s er LNG tom* s rIJN c �ro A D QRDE I t _ IGr .lfl`Il fAi37 i� i Z •p C - N , - .} ' . � . to Mlht• , . ,._._ -- ,�1��; �-� �Ef GSM � �K•K- FWN ,.. TAV 14 - _M ILL - Nbv 16% i AY P P = b P APO, 7 Vi,GK>R Og,- At7lFr?,VALE- a ` � I ( � { I � - ti LAP,'PLR � '1 � # ...•* na•.�r,:s - s I i! 1 I 9 _GNn'^ a,"-� _. , k#N'.H .�AN EhA%'? V44 �LA��!�" �A t . , _ . } . . ` I. COMPACTED BASE L 10-t3. w"ta > . i . Ao y COMPtR lNT! _ I&a . y - . .r. . ., - - Q `�° X`7i(o' GRAVEL - F1NtSH GRADE _._ 0 .�. ` .•.. . �,�5 13#�i �hi�i{;'(' I'(pk�i.. WRAPPED WITH TREVERA _ i t, M44ti#lout+'(, SPUN BOUND FUER FABRIC, w 0 to E 6G! ' k }34BlA ' � t°s,. C!G• e o 1 0 ; 40 N,.,Cs 14' 3'PVC PIPE SCH 7 'Xs• �i #)tii� +. G © ~F'i$otl i l FV I a _ gyyy. I{{ • : .¢. :: : � _. .. 1 % - 1. s ►ZiZ tf 5 aka r1u ' I?�--'.M � "t':.k �a. c.•`Ti�,J ._ Vii. _ _� - UBGRADEE 2 P A. COMPACT $ � ?.0 . 'f�a._`i1�1` IG. ,. « . . _ : - •. _ . _ , ,�,,: � i -t ,,,, wry N •1 r�tA,rycT-'i a rtrr( . S STEEL CLAMP . 314 BRASS ELL . .. STAMILES (�•n � F✓,Vl� f�/ i"./'V.V1 ,/ 1 F+,.'! _ .. .. �P ® �.� s j: k � '✓"'t�.'w #W-1 !i :1R i/d '-,: }L+ �i .; :. "a�,Mr ,,".;.d„., L 2 PLACES) (TYP. 2 PLACES) OFYRG� ,!r a, .:.> (TttPiCA - _ M ; . » {�.�. „ ovr y � I d �IY•i<i4N J.J 1 pEyLtI'bG l W' t -( a 3- PERFORATED PvC STAND tU I '#r+Pf3 'id i PIt _i' : ,=x sl o•o. GALV. � t:l:1,• PosT . . : - FINISHED GRADE... , Q o PIP 2.T'�1i # > i -i . -► _ - wrw� •r® �1 VA►L A/� nt ( turn . �'- wmt CAP ►tt��'�u-- - ° • , I✓�GG3 �.G. ': t''16tiC.IMW1� , .; DRINKING FO UNTAtN ORA$$ COUPLING SECT .. t D x � . . , a'4 a d L V 4 1916 SLOPE 'L FINISH ORA04 sla t 1 S "CE? W 6 �t�M> oi C titSa I tla t? ,'' d • r.11AtC�f' bGP"f ,. Pop, } , xl , ' k 11 betomPO$ED EiRIKiNTE _, ._ , _. pat�T C��,,,.y, �j' ,.- FILTER FABRIC LAP 18 t , 3 AT SEA S. C40W°"I`iW All CONCRETE SURFACES TO HAVE •4� (i) COAT OF GRAFFITI SEAL PON i 21/2`GALV. PIPE W/TFIAEAD CAP / � �F a t GALV. MACH. BOLT IN CAP 12' — s o ! ” N �s�ttZlGp tL"l 1 'tS LONG (t-) GALV. CHAIN WELD TO MACH. t�Jl d (� , BOLT 3' HOOK INTO BARREL • CpW i vQot}S 13v I1 +? Di.1i1 > t - 56 GALV. NVY OM METAL BARREL, PAiNT PER CITY •r — - , . STANDARDS. NOTE- COMPONENTS of H©RSSE CaRRALL.- .� PIPE SHALL BE GALV. AFTER 6"ItH , HORSE CORRAL & RAIL STYLE FENCING ALL wELaNG IS COMPLETED • •• NO SCALE DRILL(3)Y'MANN HOLES • , t A A+ (SPAtrEO)EQUALLY IN SIDES ' r v " AND BOTTOM •� ~~-� 31/Y THICK CONC. PAD --� ' • . .. •. " - CONE FOOTING F rra-ry OOTING ice.. DRILL HOLE THRU PIPE b INSET b SECTION w �Y GOLOR�1 '11=L71U ;• ." i IrW GALV.STEEL BAR CENTER NOTE: LOCATE CONTAINER 6•AWAY , u w FROM WALL 3 FENCES bu G Fl Ti 'tr, - t (t)COAT GRAFFITI . , TRASH RECEPTACLE - ..,� Af SCALE: N.T.S. I r. 9 t NOTE BOLT HOLES TO ' • „a - BE FWFli w/EFgxY FILLER AND PA*dTED iE i .. 4`�� TCH TAB tF r_•'" ' lPr txztt a~P 414 I,d6a 'r f7 t1E. All SURFACES TO .t V #?aF_ ^iLii. -Tit, _ HAVE(t)COAT a hc<� + w,l&."4 + GRAFT SEAL ,I • 1 � a 'r' Ito le461A l�•3^4b �`F. eat �frLa�D HERRINGTQN PRECAST INC. 4,,;, - T CONCRG.G PIGNC ABLE s 11)`" ' w � it i U MODEL OT7030d 13 L.ONGr�c l0 9� Wope . � _ AVAKABtaE THp0U0H: �� .. —�' _ '� HERRINGTON PRECASE ( 00&Was Q. COLOR-BRO'tlNi (FM.t::Owl NOLEg) .11ll o a E (rill 31 THICK fiATURAC - . v cays �AVY , QROOM tRN16F!WJ s xs x 1a wwa - _ II tt �, ' rte 5?dK.K1Wt 1* , Li U. evil C� YA +MJ1 4+14 b •!.,.'y..�,,.r tJ « . T � t nv. - , ., S7�L f . .r S'rR y Sfw 3 .. SP,zwr,?Ett fo"izna"t�aawtj SPrzAkS /�rM -- — — "rL u3 ---._- TO i?ZaNknat� FOu�iff}e JAS ROAD — — -- � i� _— - -- L0 E -- — III BFI No7, -- - -_ l IRRIGATION LEGEND SYMBOL MODELIDESCRIPTION SI RADIUS PATTERN DETAIL REMARKS RAINB(RD i803-SAM- (z 30 BUBBLER BUBBLER °A USE PA-80 ADAPTER TO CONNECT TO l — -- -- f2r r0 �t°Pr1 POP-RISER l� S.0 (�-Lot W t ►oaluw ;T r3oar.m oF r era m Ail 1" WATER METER CONTRACTOR SHALL COORDINATE AND PAY ALL ASSOCIATED,FEES FOR I__ --- souk &tf sick f- fm ( fi r 41 Lr U INSTALLATION,OF WATER METER: CONTACT OLIVENHA1N MUNICIPAL WATER I s6ufRwr Sil�r, 614 moo , DISTRICT (61 763-6466, INSTALL ON MOUNTING COLUMN AMTG 2035. INSTALL PER MANUFACTURER'S ti, 4 1�1otvg .134(Lbl ax EPd`7ft (,r ` 2 RECOMMENDATIONS AND DIRECTIONS. PROVIDE TtftT X000. REPLACE EACH LOT 10 mo&-n4 slAfl F MAerrl ' •,/ R6e4`B E ® § t- ¢. HARD4E VALVE ACTUATOR WITH LEMA 1520 ACTUATOR., PROVIDE SPLICE 1flt tfarL _ ¢ t^Q,*i�rtacta EACH VALVE Wf SPLi 2201. INSTALL LOW VOLTAGE WIRE CA0LE LVGW 212q 1Q t l� Xrrr,s' _ �x� �S i �Fw'r1t EACH VALVE AS REQUIRED. AVAILABLE TF#f U S©LATROL (619)'452=4504}. FINAL, 2 � lC� LOCATION AS APPROVED BY THE CITY. . 'FEBCO 825`0,BACKFLOWV 1" 3r r' D Slow laws BALL VALVE E LINE SIZE HARDI E ' ,REt I STE CONTROL C SEE CON ROLLER REMARKS ABOVE VALVE '100 voa 3 eje �t� RAINBIRD 33OLRC OUICK COUPLER g .. .�� IRRIGATION MAINLINE SCH. 40 PVC I TAL i8" B " ' NS L BELOW GRADE, 24 I�,�F, r W HE-RE UNDER t3RIVEWAy 4201" (odor e'a4w n , oTAP.. Lott' t'mGv w l DQMESTIt MAIN LINE -,SCH. 40 PVC " _ ( rdiP T .. ,.....�. INSTALL° 8 BELow GRADE, 24 FAH Ta �4 L•�i6'nto , ��'C�IN �'Y ��r ll. 6V t.ta'•'ftA' z, WHERE UNDER DRIVEWAY i2.>w 1u5.�f�t �J `I�xwG, ' ib� 3to" eels n LATERAL LINE -GLASS 315 FOR �/z" & INSTALL 12" BELOW GRAI7E, ir4" Wl�� . .t.° 1�?IVI%aIL LA'rbr'fwu '� Cx.1: wiRb4 CLASS 200 PVC FOR ALL OTHERS WHERE UNDER DRIVEWAY _ �. '(I4 T P� IP�f PtZI(J7F3D_ �s I l _ T 6't Ofd f�It. tI�SRc. r CJ7M f — SCHEDULE 40 PVC SLEEVE 2 T IMES DIAMEROPIPE -'INSTALL,LI N � W,a S � fa+tu lI p 24" . ` BELOW GRADE 0 DRIVEWAY _.. . - .. _ , it . ':.- tf ,.'' : l Y '. . ., - • ``'„ ,`. '' , :�.' " `=. U�s� �'`-!� PIPI4r �a �C."(Qe•'l� 'S`C6a.lGN- IYI�'tZi{3'C�O ©iJ pi(� W?�at,I'i l.�b,"31yQ., M.+/�} rJ O0� _ • W-L ., - N Mao t lrlUlr Qullffli„�r1 C) IzltS� G, In r7ra d,L E'ER 6r.� � Tfili y3 1- :MIds ¢ .•' -�� , ,' �S'rf,(L� Vb.r-�(�- , N err-ttUS �u•f�tb"( , ��*rrE :.' �1�. GvU'fes�:r-�fz- 6z.Grl�Rda•S b�G. �, _ I t 2 440, 40 pw L volt tpt, - � � '2� ,r f� E p J A 14t,41 � 4 �- ,t 4t; �p �11�t.J y r V I I�sTbua� b+�►t,E1` P 58 t — C• ,u j , , Ql I II LOT 11 , fir,-� -``- _ , . W ? kale gut+-tLi' �'(� Q P -T ;N 5 1 '. L�� I�YI�S'f,c. 4llst✓tui✓ 461U.4JU t , �,— W — �-�- ° Q -L Z IRRIGATION DESIGN IS BASED ON A MINIMUM OF G5 PSI AVAILABLE AT 20 GPM ON THE DOWNSTREAM°SIDE OF THE WATF�R METER. z CONTRACTOR SHALL VERIFY WORKING WATER PRESSUP[EE PRIOR TO CONSTRUCTION. SHOULD A DiSCREPANCE EXIST, NOT(FY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION, IF PRESSURE IS MORE THAN 1 i0 PSI,USE HARDIE PRESSURE �* � REDUCING REMOTE CONTROL VALVE MODEL 703-1 FOR EACH VALVE AND SET PRESSURE FOR OPTIMAL SPRINKLER PEI"#I=C?RMAIaiCE. �f f Ed "”'alks�:= SCALE: 1 -_ 20 - 0 J i ar v e a .. a ° • _ „ t rc : , r r w 4 " 12. : IRRIGATION _CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE GENERAL NOTES FINISHED GRADE AN EVEN COVERAGE AND TO KEEP SPRAY OFF; BUILDINGS, 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULAT10IJ4 WALKWAYS, WALLS, AND DRIVES. 'GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ldMPr : E >. A PART OF ?N � T i 9NO HEREBY I14CORPOMTED INTO ' AND MADE 91 SYSTEM IS COMPLETED THE CONTRACTOR, _ t ? WHEN.THE SPRINKLERS MP , EIR : POVISIONS SHALL BE T "✓_ ,_ illl c�cv ul SPECIFICATIONS AND TH F -I, �► Il its L BROOKS VALVE BOX-HEAT ; ` PRESENCE OF `THE BUILDER/OWNER S AUTHORIZED _t � i IN THE V) - I--M PLAN . BRAND =w ON LID IN r HIGH COVERAGE TEST OF WATER BY THE CONTRACTOR. 11' I REPRESENTATIVE SHALL PERFORM A 31 ({ CHARACTERS AND 1t - I 2 AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE m I2 MAX. " . .. AF R : IA AND 2, THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXIS 14��`° , z: 2 FINISH GRADE ADE DATE. ;THE CONTRACTOR SHALL FURNISH ALL MATERIALS S VICES BEFORE COMOW0*1 C 6 MIN _ Q TO CORRECT ANY INADEQUACIES OF UTILITIES,- STRUCTURES, AND ER . PERFORM ALL WORK REQUIRED RRE 75 3 3/4 CRUSHED ROCK-4 DEPTH S,rr WORK. THE LOCATIONS OF UTILITIES, STRUCTURE^a ` Cd - m —N COVERAGE AT HZS OWN COST.O —" 4. BRASS NIPPLE SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY.. 14, THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE "AS- DZSCREFANCIES BETWEEN THESE PLANS AND ACTUAL FIELD 5 BRASS 90 DEGREE ELL LT° DRAWING ON SEFZA AND TWO PRINTS SHOWING EXACT CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE BUZ ,SCH 80 NIPPLE ° PI,i SACATIONS "OF ALL ITEMS ' INSTALLED« THESE ARE TO BE ARCHITECT. & LINE DELIVERED ON OR BEFORE FINAL INSPECTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND - -- .... 7 MAINLINE FITTING M RLEX STREET 3 FEATURES TO REMAIN, ON, AND ADJACENT TO, THE PROJECT SITE A S EET ELL .-0 L5 A2EDUCED, IRRIGATION PLAN INDICATING ALL SYSTEMS AND URING CONSTRUCTION. CONTRACTOR SHALI. REPAZY2, AT HIS OWN BRASS 90 DEGREE STREET ELL D ' 4 THEIR APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED,IN : EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR PVC SCH 40 qTRFFT Ft I 9 BRASS NIPPLE-W LONG MYLAR AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION NEGLIGENCE. 90. QUICK COUPLING VALVE CONTROLLERS. VC LATERAL PIPE ON CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR -A 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING It. WALK OR CURB 16. IRRIGATI AND/OR ARCHITECTURAL. PLANS BEFORE BEGINNING WORK. • VIN LAWN AREAS PERIOD OF SIXTY (60) DAYS AND SHALL, WATER ON A DAILY PVC TEE OR ELL rIN SHRUB AREAS BASIS. 4• THE CONTRACTOR SHALL OBTAIN' ALL NECESSARY PERMITS 7 6 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE REQUIRED TO PERFORM THE, WORK INDICATED HEREIN BEFORE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP BEGINNING WORK. SECT I NOTE: USE TEFLON TAPE ON ALL MALE PIPE - THIREADS AND MATERIALS FOR A PERIOD OF ONE: (1}.. .YEAR FROM FINAL 5. . CONTRACTOR SHALL:ARRANGE FOR PAYMENT OF ANY PERMIT FEES, POP - UP SPRINKLER HEAD ACCEPTANCE BY THE OWNER. AND RELATED EXPENSES, WITH THE OWNER'S AUTHORIZED 18 A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REPRESENTATIVE. ' INSTALLATION ONM O THE THE BUILDING IRRIGATION SYSTEMS HOW ON THIS I ._- DRAWING. IRRIGATION NOTES FINISHED GRADE — 2 BELOW QUICK COUPLING VALVE - IN BOX 1, IRRIGATION FLAN : IS DIAGRAMMATIC. ALL IRRIGATION BOX TOP SHALL' BE LOCATED IN PLANTING AREAS ONLY, UNT,ESS VALVE O O EQUIPMENT NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND VALVE BOX WITH LOCKING LID $' PLASTIC VALVE BOX DETAILS FOR EQUIPMENT AND INSTALLATION- 4 GRFEN PLASTIC BOX FINISNID GLADE 2. CONTRACTOR SHALL KEEP THE PREMISES CLb AN AND FREE OF 4;. EXCESS EQUIPMENT, MATERIALS,: AND RUBBISH INCIDENTAL TO `PEN — TITE WIRE CONNECTOR WORK OF THIS SECTION. _ 12 DIAMETER WIRE LOOP 9. A ALL RISERS SHALL BE P.V.C. SCHEDULE 80.. — WSALLVA ALL PIP E FITTINGS SHALL BE P.V.C. SCHEDULE 40.LVE 4 . A, lrt.41412-c'PVC MALE ADAPTER � C MALE ADA. �9 "S'. i ° .°Cctg,'f? saE IFtcJ , PVC SCH 40 NIPPLE �t ;s > » F, ��p *� I r L►; to lk 1 11 w PVC ELL (45 �ts*o, ' �x PVC SxS ELL cc PVC NIPPLE PVC SCH 40 NIPPLE _. Q B. CONTROL WIRE SHALL , BE BUNDLED AND PLACED BENEATH _ MAINLINE. ° v C 5. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED o ON THE IRRIGATION FLAN, INSTALLATION SHALL CONFORM TO r PVC TEE OR ELL ` o e LOCAL GOVERNING CODES AND REGULATIONS AND MANUFACTURER a SPECIFICATIONS. H : i , PVC PRESSURE MAIN 1 /2 CU. FT. PEA GRAVEL 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE I'd — � CU. FT. PEA GRAVEL : NECESSARY To PREVENT WATER FLOW FROM LOWER ELEVATION HEADS W SYSTEM' IS TURNED `OFF. ° n UNION .' , , BALL VALVE 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES DEEP, AND ALL LATERALS TWELVE (12) INCHES DEEP- TRENCH PVC MALE ADAPTOR - BACKFTLL ,SHALL BE FREE OF ANY MATERIAL .THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT., IN THE EVENT OF BACKFILL PVC LATERAL _ SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT (CLASS 200) HZS OWN COST. 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED IN GREEN VALVE, BOXES WITH POUR (4) INCHES , ` REMOTE CONTROL VALVE OF PEA GRAVEL BENEATH THE VALVE. GATE VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. K 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. ti FEB6'O A!@AFL 8$`:PY 10. AUTOMAATIC CONTROLLERS:,SHALL BE SIZE AND TYPE AS NOTED, � I J4!! .+ 4GRflJIJfY AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN. f3ffWVAfaP. CONTROL WIRES SHALL BE 11, PRIOR TO BACKFILI,ING IRRIGATION TRENCHES:. ° '.!i A. ALL MAINLINES IN THE SYSTEM ,SHALL BE CAPPED ' AND PRESSURE TESTED AT 125 P.S.Z. FORA PERIOD OF FOUR s` HOURS. ANY LEAKS FOUND SHALL BE, CORRECTED BY f'*L7l ,G,QAf� d"(QA1CRfTf �YaB ' REMOVING THE LEAKING FIPE' OR FITTINGS AND INSTALLING ,. � . NEW MATERIAL IN ITS PLACE. « . . . l�. ALL LATERALS SHALL BE PRESSURE TESTED 'AT DESIGN PRESSURE FOR`ONE HOUR. HALL NOT ALLOW NOR CAUSE ANY OF HIS TG. PFTEfi* 7$7 ItrV LINE ,, C. THE CONTRACTORS N UNTIL IT HAS BEEN INSPECTED, WORK TO BE COVERED TESTED AND APPrtOVED BY THE BUIL,DERjpWNER ,S v AUTHORIZED REPRESENTATIVE. <.: / ✓Tf€i w> '..: t+ : , #7 tER`¢ii"{` �Mi�.F - ,1 s - �'+ " '• 4> `i. ` • x a _ : W PREVENTER R. P BACKFLO, x b r. k. 'i �:. , 4 .... .: ,..1.is ., x. , t,.....4 • a: .v 1 + Y s \ I - ---- - - ol —_----------- R (/tom, t - J A C! - __ LONE - G6t, r ' zi IME 4 _ W 4 � •• ,�yatpirvll.��� l�Ir{ _ it - LOT 10 .d t �,, ,� Q j 1„r.•fr � t , t:�Sp uCPT i l���M•E'. bE!-�M���D GT�•u�'f� dL �""(u�. �.nZ n�G�-, . , _ _ _ » � � N�i�.crl �Ibw r�E lus'fLu�-spa c�.t�e. U�.'tfiuc:�• wl�'•I��M r' a R z ; R J r" - LONE ROAD , 9 D _ a - _ LOT Al ,.� for if f - C1 t � F ,., •, S _ , ate , ._—.- ,• , � ; � r �a ( � a a ti • � " � C ALE ♦ 1 20 — 0 9 " i t °i ._ .. .. - i y ti - r PLANTING NOTES' 11 . AT COMPLETION OF ALL WORK OUTLINED, IN THESE PLANS, 1 . A. - THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE (z) to X 1' LODCEPOLE PINE ARRANGE FOR A WALK THROUGH TO DETERMINE THAT "ALL PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. , " STAKES. Tit TREE TO STAKES S- ABOVE ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY POINT WHERE TREE WILL SNAP UPRIGHT - COMPLETED ACCORDING TO ALL :PLANS AND SPECIFICATIONS B. QUANTITIES SHOWN "ON THE PLANTING' PLAN ARE - BY ITSELF WHEN TOP IS PULLED To APPROXIMATE AND ARE FOR. THE CONVF.NIEliCF. OF 'THIa ONE SERE AND RELEASED. AND MUST BE COMPLETED IN A GOOD MORIOtANSHIP MANNER - cuT STAKES AND i' EASED TIES. AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR CONTRACTOR ONLY. TO- TNE BEGINNING OF THE MAINTENANCE PERIOD. Vol —YINIYUM (2) TREE TIES- GALVANIZED WIRE 'C. CONTRACTOR SHALL NOTIFY THE LANDSCA(*'�, COVERED BY 112' GARDEN HOSE. SECURE TIE To THE MAI CE PSRIOD SHALL INCLUDE THE FOLLOWING ARCHITECT OF DISCREPANCIES. BETWEEN QUANTITI fci� STAKE BY NAIL IN A FIGURE -S' PATTERN. AND SYMBOLS SHOWN- LATERAL OF - RKr LATERAL GROWTH UP TO 1'2' DIAM. TO REMAIN " A. DAILY WATERING OF ALL PLANT MATERIAL � . LANDSCAPE CONTRACTOR SHALL APPLY "ROUND-Up- Old RE YIN. r WATERING SEAM D. WEEDING AND REMOVAL OF ALL WEED FROM GROUND L[ERBICIDE (OR EQUAL) PER MANUFACTURERS COVER AREAS. SPECIFICATIONS Tg$ (10) DAYS PRIOR TO COMMENCEMENT FINISH GRADE C. REPLACEMENT OF ANY UEAD,. DYING;, OR DAMAGED OF ANY PLANTING OR IRRIGATION WORK. TREES, SHRUBS, OR GROUND COVERS.. • 3 . LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS ROOT BALL- TOP of ROOT CALL TO SE D. FILLING AND REPLANTING OF ANY LOW AREAS WHICH TRDif AUTHGRIEtD TESTING AGRUCY TO 111E i- ABOVE Fat. GRADE MAY CAUSE STANDING WATER, 't E. ADJUSTING OF SPRIN]Q.ER HEAD HEIGHT AND L 1NDSCAPR ARCHITECT BEFOREr BEGINNING 11pR1C. All L HOLE To &E TWICE TitB sr2E of Door BALL In WATERING PATTERN. ALL DIMENSIONS.TO Of T ROUGHEN SIDES AND BOTTOM F. FILLING AND RECOKPACTION Of ERODED AREAS. A. PRIOR TO PLANTING, IRRIGATION G ARIA SHALL BE Of HOLE G. MEEKLY RF.ROVAL OF ALL TRASH, LITTER, FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE CLIPPINGS, AND ALL FOREIGN DEBRIS . THOROUGHLY SOAKED. &ACKFILL MIX AS PER SPECS: H. - • S. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS , _. PLANT TAM GUANTTTY AND TYPE AS PER SPEC&. � TNAH 106, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX I . AT 60 DAYS A!T$R PLANTING AND PRIOR TO THE END (60) INCHES AND THE FOIJAWING J1NWDNEMTS SPREAD OF THE MAINTENANCE PERIOD BEST FERTILIZER EVENLY AND ?"oTtOUGHLY WASOED IN PER 1,000 SQUARE SCARIFY PIT BOTTOM COMPANY 16-6-8 (OR EQUAL) SHALL BE APPLIED AT FEET (QUANTITIES SUB3ECT- TO CHANGE PER SOIL � TREE PLANTING THE RATE OF 6 IBS. PER 1.000 SQUARE FEET TO ANALYSIS) : � PLANTING AREAS. A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD 18 . PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE SHAVINGS CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A B, 100 POUNDS AGRICULTURAL GYPSUM FINAL, WALK THROUGH. OWNER MUST ACCEPT ALL. C. 15 POUNDS SOIL SULFUR MAINTAIVED AREA.q IN WRITING PRIOR TO END OF D. 25 POUNDS 16-6-8 SLAW RELEASE FERTILIZER KALNTEN NCE PERIOD. F>. EACH PLANT SHALL ' RECEIVE "AGRIFORM" (OR EQUAL) A. Aid. GROUND COVERS SHALL BE GUARANTEED BY THE PLANT TABLETS AS FOLLOWS: CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION OF I GAL. CONTAINER - 1/21 GRAM :s'•s' MAINTENANCE. PERIOD AND FINAL ACCEPTANCE.. ALL 5 GAL. CONTAINER - 3/21 GRAM T_8' - 5' 3-v4' s,-o' _ TREES SHALL BE GUARANTEED BY TH'E CONTRACTOR TO _ 15 GAL. CONTAINER 5/21 GRAM _s•. LIVE AND GROW IN AN ACCEPTABLE UPRIGHT PER 3 19. BOXED TREE SIZE - i/21 GRAM POSITION FOR A PERIOD of ONE (1) YEAR. AFTER 1 COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD �/. PLANT BACKFILL SHALL BE SOt SIT£ SOIL, AND 50# AND FINAL ACCEPTANCE. NITROGEN FORTIFIED'REDWOOD SHAVINGS BY VOLUME. B. .THE CONTRACTOR, . WITHIN FIFTEEN ( 15) DAYS OF R . PLANT PITS SHALL BE TWICE THE SIZE OF THE Str tford Equestrian 2 WRITTEN NGTIFICATION BY THE ARCHITECT, SHALL DESIGNATED NURSERY CONTAINER. 10 REMOVE AND REPLACE ALL GUARANTEED PLANT " Facility 3 . MATERIALS, WHICH FOR ANY REASON FAIL TO MEET 'E , PLAN? TiATERIAL SHALL NOT BE ,ROOT BOUND. PIVE Park Hours THE REQUIREMENTS OF THE GUARANTEE. GALSAN PLANT'S AND LARGER S)iJ1LL; HAVE BEEN CROWN IN Trail Nlap 4 REPLACEMPM SHALL 8E MADE WITH PLANT MATERIALS OF 7WO YEARS PLAN'1'M SHALL MISIT HEALTHY GROWTH o AS INDICATED OR SPECIFIED ON THE ORIGINAL Park Rules g ° (Decals) IMormation AND BE tRitE OF DISEASES AND PESTS. PLANS, AND ALL SUCH REPLACEMENT MATERIALS I � SHALL BE GUARANTEED AS SPECIFIED FOR THE (r x r-r) 5 10. A. STALLE ALL TRESS PER DETAIL e _ ORIGINAL MATERIAL GUARANTEE. o m Sherifl9tt City.Park+Beach phn M 6 B. RELIQYE NURSERY STAKES ON ALL VINES AND ATTACH_ r TO ADJACENT WALLS OR" FENCES WITH NONE-METALLIC � TIES. ,- (4'x4') C. REMOVE NURSERY STAKES AND , TIES FROM ALL Q) N 7 CONTTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREYS 11 . Z' (�•) Lill III IIII _{III_ - _IIIi _1111 - 12 . _ - - - 8 - 1.; . LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM I% a - - �, 9 '• _-: DRAINAGE AWAY FROM ALL BUT FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR .STANDING � \ SCALE: 1/2"=1'-0" WATER. 1 " x 2" SELECT HEART REDWOOD LATTICE SLATS POSITIONED AT 6" O.C. " . 2„ " 14 . or CURBS, SILLS, AND WALKWAYS 1IN ALL AREAS. WHERE 2. 6 x 6 SELECT HEART REDWOOD JOISTS 3. 2" X 4" SELECT HEART REDWOOD BEAMS SOD IS LAID NEXT TO THESE IMPROVEMENTS - FINISHEh L 4. 6" x 6" SELECT HEART REDWOOD BLOCKING GRADE BEFORE LAYING SOD SHALL BE 1-1/2" BELOW THE TOP, ' 5. 6" x 6" SELECT HEART REDWOOD POSTS 6. LOCKING INFOMATION SIGNAGE CASE, GALV. STEEL CASE PAINTED 15., THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A < ' BROWN, W/ LEXAN VIEW CASE COVER 7. FINISH GRADE CLEAN CONDITION, R£MOVINC ALL UNUSED MxTERIAL, 8. 12" X 3'-0" CONCRETE FOOTING ( 2000 PSI MIN. @ 28 DAYS) TRASH, AND TOOLS. LANDSCAPE CONTRACTOR SHALI, MAINTAIN ALL. PLAN ':'1NG5 9. COMPACTED SUBGRAGE (90%) 1 um REDWOOD FACILITY IDENTIFICATION SIGN 4" HIGH LETTERS, 0. ( FOR A PERIOD OF SIXTY {bq) DAYe AFTER COMPLETION. ALL AREA'; �NAL_I. BE KEPT' CLEAN, wATi'kED, AN WEF.L1- STYLE: TIMES, ROUTED AND PAINTED WHITE) FRFF- NOTES: 1. ALL WOOD SHALL BE VARNISHED WITH MARINE QUALITY SEMI-GLOSS VARNISH (MAN-O-WAR OR EQUAL) Z La ia AIL 1 SP TRAIL. HEAD SIGN . cL U w tL U-M } ■ t I r LEGiE10 do ■ SYMBOL DESCRIPTION --- -- [] 3,/4" WATER METER GATE VALVE, LINE SIZE \/) _ _._ _ _.__ _.._._.__ _ _ _ t — __�-_------ At REMOTE CONTROL VALVE - RAINBIRD 100-EFB--CF' I� W/ ITDC SOLENOID - _ _._ _ _- ---- • t UNIDENTIFIED SPRINKLER RISER Roa�( � ��at�k� - __ - -_ - _ . _. . -- - C�_ - ! � QUICK COUPLER V'ALV'E - RAINBIRD 33D1_RC -- L,on _ to TORO 5170 SERIES 6" POP UP SPRINKLER — — -- -- — — _ -- �___ -- o o • • TREE BUBBLER _ O it HUNTER PGP POP-UP ON RISER W/ MANUAL VALVE �� #11 NOZZLE __ __---=--� Iru.1,�lr,.nrlul.lrlr■Irt■Ilunnrlrlu,.lrlrlr,rl■Ilrn.=n1!uirlr-=ululrl�,rl" -- -- 'I ___- --=---- � - MAIN LINE t ----'---- --«-- ,rlrl■urn.Iru■,r,r,l■'Irtrin'■"rl'°'r nu,rlrlrllulrlu,ulrnn r,rlrlr nlrlrlr,rlrlr --- 1 ' W � --- U\TERAL LINE .Ir rlrlr,r,rlrlr,■Illrlrlr,rlrlr,r,■url —_ —_-- ----_ .1 ' J r I ) t ICI — co I — — REMOTE CONTROL VALVE STATION NUMBERS LLJ ' �c • REMOTE CONTROL VALV ES •_■ m t ALL IN ONE BOX i � „ A W I� --------- GATE VALVE G � t — ;� 3/4" METER it i Q ■ ) l+ _ IrIrIII•lrlrlr''Irirlrll■Irirlrlrlrlrlrlrirlrll■Irlrlrlrlrlrlrllr lnlrlrlrlrl rllrlrlrl■Ilrinl Llrirlrlrlrlrlrlrinirlrlrirlrlrlr lrirlrinir l:rirlrlrlrlrl.lulrlulrlrlrlrlrlrl■Ilrinlrll■Ir lrl�r ' t / t I\ 11 — —� -- BACKFLOW (TYP. OF 2) III moor� � ■L—r It ■ ■ r ■ i ■ —T j� I ■ i■lu■■■■■■ ■.■■■ul■■■ t \ ■■■.■1 ■■luul■■■ru.■■■■■■nuu Moll \� - -�` - � - GATE= VALVE TO FOUNTAIN OUNTAIN Lone Jack; �E aul � � HOSE BIB I� - - -- - -- - • - - - - -- -- - - . .- . - - . _ - . - -. . -- -- -- - .- ---------- TO EQUESTRIAN ARENA ROTOR'S & II t CONTROL & COMMON WIRES - - - - QUICK COUPLER VALVES FOR FUTURE USE, BURIED — --- SLEEVE (MANUAL VALVE OPERATION • ON REEL ��\ ---- ALL LATERALS & MAIN LINE ARE INSTALLED ) • ___= - �� Icy C 6 6 OFF OF THE STREET CURB (TYPICAL) All• Irlry.lTr u'■Irlulrl�u lr—_____�•—__r—__r�.�. __rr__� �__�.�__—_��. __ � �.��_. .� .rii i 3—i mr l■ Iru_rtr.l—ru—l_rlr_'--•------r-l-u�-_—l-r-u°--r-1 r-l.--r�-ir-'.-lr---lr-._'_l°rr—l-r---l-r---l�•u'--l-u--°nrr-- ilrr l r l-_Ir� il-O�rlru1 —loll Irnl_r r l unruurlulrlrl T/ _— um 000= Irlrlrunrinlrn■Ill�lru — o 1 n � a. 1 n — ( SLEEVE �� a " — ARENA SPRAti' TYPICAL OF 6 7. 4 �� - '��.�„�4 t 1 GATE VALVE AT 1EACH FOR -- , \vl� `--- ; NORTH ul 1ld111ft, Noma O MANUAL OPERATION \ - m: O SLEEVE LLJ t EXTRA RED & W'HITIE -- L \ W Lu WIRE IN BOX - CONTROLLER (IRRITROL 10 STATION �atJ uJ BATTERY` OPERATED) .0 ; e� HOSE' LLE ul cn 15 UJ uj t \ • Scale: 1 ” —' 20' - 10" U y �Inlrllrlrlrlrlrlrlrl■Ilrl�■Irllrl rl rlrlrl rll rlrlrll■Irlrlrlrlr irl rllrinlr lrlrlrlrlrlrlri rllrinl rll■Irlrlrllrlrlrlrir lnlrllrlr irlr lrlrlrl■ I It■irllrlrlr lrlrlrlr l■Ilrinlrlrlr lrlrlrir lr l■IIrl1■Irlrlrlrirlrlrllrin lrll■Irlrlrlrlr lrlrlrinlr 11■Irlrlrpr lr lrl■IIrinlrlrlrlrlrlrl rlrlrlriu�Ilrl� f • !,... t Z. W :D It N , W� 1r ,� 0' 20* S0 00 LL TI �. PELA c:\Enc1initas\Strafford Equestrian Facillit .Idw 9 5/28/96 ■�.�■ vl 0 uj