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7941 _ W ROA D JACK LONE �y LOT 10 i � Q i C (L i Lo rn T 1 co FM i 0 I LONE JACK ROAD _ J -- ----- --- LL Ul o / Z -.._ W / - y LOT 11 IV cc Q' 6 S um cn =..•I r5e. t Q w _ W ~ SCALE : 1 " _ ' - o FM � 20 0 � � oww l cr7 N W -- R 0 AD 0 LONE • – ___--- -NOTES: –_ __ _ __ - 1. PICNIC TABLES TO BE . PEF� DETAIL F, HERRINGTON ___ _---- PRECAST MODEL NO. T,7030'6(916)885-58L22 i -- I m LOT 10y Fm ° Z U am I{ �L- I e € _ I . rl I _ ' HORSE CORRAL \� 8' a; x 40 LENGTH tOTAL � L �� ' ; t~� 1 . ' B BURY je4, ?/(3 THE� 1 OF THE es^�i-1{'rc-- t..�4 1�6,e+ , p �' ��1/ 4;,4 T e I-ri� �e+• B�L 6a•' 1. E a�'i . i ��- '. � +ICRETE PAti FOR PICNIC TABLES TYP C F SEE N©TES;ABOVE \ S& IRRIGATION PLAN __-----r-_-- - _ ROAD GATE VALVE TYPO III I JACK �,�—EXISTINGG2—A2E, Co. AND SLEEVES >m LONE INSTALL BEFO1tE DRINKING FOUNTAIN FOR S.D. IIII /� PACIFIC BELL I "EXIT ONLY' SIGN (24"x30") D DRINKING FOUNTAIN IRI TRAIL HEADS 1469 c' ; Nil " � 5 .•••� •.'..• • Q r. •.. - f •J'�ate: -'-_ - _.____---L.. -. - - �- i R_5• 0' 74.6' "t0r_'7 •� 2 Ra 0 � II II R - i ' i OT, NTERONLY SIGN k r I f24"xW) LL P UFACTURES. 0 I T ER MAN �y �- .::)i`ii: I O 8.1 i 6 ICI V r� IL .. . :.. :. ........... .. . a \ R i 10 40.0 \ 10 z I � � M M i o-. 45' s 1 I � �I 1 i I 1 P I � l 4 •O j f m _. f .. :..:.:...:::.:......::::..:::.:::::..:::::..:.:. :.:.:. :....:.:.::. ..... .::.:.. ::....: :...:::::.:..:::...:.::::.::..:...:.:.:...:.:::.....:..::..:.:.. . :. .: •. D MPO ED GRANITE r . n I t� T� tt, F :.. . . o hAGTE9 .. .:... :::...:...;,:.. ...,.:: .:.. .,.,: . ...:::. :::.:.:..:;... .. . :.: : :. :.. ...:. .:::.. .::::.::::...::..;,, 1 g� �� ;::;:: Fm R-10' 1.4— `� •N I°P [-11 W i uj� cn _ ' a �'f��p 65.1' $6' ,_ 36.0' .7.v 10.8' 7-2' 64' 24..T 6.3 10 ,0 26:2' 40.0' 10' 10• 10' i 13.$' — Z CA Z - — Z ' W z _ HITCHING RAIL LL ` .. � 0 - 00 0 cn uu T _ '>/1 ra»k- � ��buuJG1° l�itC - - p tP �L9uJi� r � �°(JTiuuis p rt 6L'f�C� i.L,U T! ®� {t, t f \ 2 - •j5(!al PEA I. _ sa �w� CSI�S► ,. or Ls y�wi IIJ H 'T4 c J iD m&. pipes W , � ���` �k- ,�,�� !u?o ''CCU• .::9 ; A6' Sg0Mfr GP dtq, sUl F (1"-�• PROW, �J - m�►an r�r NAWS. w/nl�l► � E ©� D � � �/ IWP W 1POWA' %" $Odd - Y I�. _ '�► { ' ` 151NO PIPE Tb BL, f'Ff;7ED "1" '�L'IFiG:A'Tibhisjyl"IoDF-(-*31�C1 ' °��t " �� -Tit -or l"; Op-pppl�jyL�p Mpg, �1 5 -. •}" PyG PIKE. n' • I�5PT�k r ' -rib 2 I � ��/h. 'lo. R`L.l. 4OF1m5UT0Pt FIN ON 1) GRADE s O-- Oro rVvrrrwr+ P2AJ14 s F1 Z ` oG yV: ��� _ •J . to MII•t, 1a. r L:� :tx•9.0 LJN. • ` � � of Y. d•. v I, • 4A06�•a-O�K ) 1a1M—Tb EWL Ate. CR AC` LiAL� /M' ^ • , ..f. �I�IJO �`lae^ � (D5 - '.. �Gi YI'V+�I'P+ �/ i!!1^'r// (�(/�7/� . I •I . 13 f� :' ' w ' �j f e , O ( � , - St „y^` — ,� ♦ £.+'V°, �L _ �„i�_... WIJ 1 ��y�.,,,��yyl / � ,pip �,`y... _ y ! p ti I ' ww __ �"C d. �, � r�I .Y G �w PLANTED-AigJ1 lk - " 13. to'ROL COMPACTED BASE a° III :, Ht I II_ 1 _ WCo.+.•,�:•, ro Sb 9 �-�IaJ �. . .._�, __ _ _ � _ ___ i�4._ - �.� 'z• s e Mas _ I ��f�' — — WCClW"M 4AAMT1II 4 _ FINISH GRADE 1© 'emu X zlo" GRAVEL SUMP y:��; •� .t{'•► s�' - .' . Ho�os,�w� FbLIc;vr HOML, WRAPPED WITH TREVERA PRESSURE SPUN BOUND FILTER FABRIC W1 0 xi :' ' ^ � •->t�•` i �11°g� �¢w•1c•{> Pt���I'(:� • _. '�/'f p�v�Yf� __ -'+ _. 3. , � o � = .-�i t*`I�' w gs• J_, 14 3•PVC PIPE (SCH �0} tj 7 Z .v l ii cn � • n!a �.a t °� �T. "^'^••..:r _. _. -... _-_ � � 4. COMPACT SUBGRADE \4- ";' $ • STANiLES3 STEEL CLAMP 3ta" BRASS ELL(TXT) __ __ 1. 46. ID fig" A GOI�, 1/I Zr �ITOM -R9 dM A Y }•KOM P(JUNTAIN AT 1 o MIN �.tOP>r: . C.RV � 9 i GI - - (rYnUCAL 2 PLACES) mrP. s PLACES} &rYN� e:CK ID Ti4CAL-rrJ� �'r+v Pz^tj t��,Af�a-SNR�PS �.•. . I' t l� #C 7 { IIJ Gt- ovr -� � a u41 - > e � �, I3 - red . t6 ` s°'i`, � ® • &°O.D. GALV. 4 C,. POST 1Q 3• PERFORATED PVC STAND [ ..R cn Cam,wt To I mo('. PIPE. 2P� r lr► RF � rl: AFB 1 �1 - Ai'iAPT'� t 1= 0 P1i"E _ FINISHED GRADE ;^ - WITH CAP Itt`' �"Au vAL�✓E. IN �� P�E.A. � �� �� II�C�' �T. 17• BRASS COUPLIMO v r ?� 1 SECTION DRINKING FOUNTAIN sECrroN Is� A � I�`" N.T.S. � — �[ �� �•'�' , - N.T.S. - - _ __ ------ . r 0w 116 SLOPE MWWW. evkj F'fLG.lw, . D IL-0 K� .. FINISH GRADE 14 � Lo__ � � " � ' n rn �a - DECOMPOSED GRAMTE -! Ill —�l r 1-1v 'foa► T ed ' • = FILTER FABRIC/LAP 18" S � . . SURFACES To HAVE �J�! �•'T. - IU , AM f 1 d�t.1 r (1) COAT OF GRAFFITI SEAL e • •:: 'wi'` '� s.. ',g it ( 1( . _._ _ i I AT S t 2 1/r GALV. PIPE W/THREAD CAP W/ I ' I ' O ex 12' �.•' •: t/r GALV. MACH. BOLT IN CAP t ° LONG (11 GALV. CHAIN WELD TO MACH. 1`{ • - o . " IB d D12.,AJWD t'I1 a _f l6, rtv. si ` _10 � O BOLT 3-(S) HOOK INTO BARREL _ _ `I W 55 GALV KfY DUTY METAL ,V BARREL PAINT PER CITY STANDARDS. 4.4 NOTE:ALL COMPONENTS OF `,e % E x HORSE CE?RRAL- t � ' fi- {f X_ A �I " >= 4 PIPE SHALL BE GALV. AFTER �`� .: _Hl , HORSE CORRAL ALL WELDING IS COMPLETED NO SCALE OFILL(3) ,•DRAIN HOLES • t A A' & RAIL STYLE FENCING FM (SPACED) EOUALLY IN SIDES ' } v AND BOTTOM 4 , : 3 T/r ThICK COW. PAO __�� - ::. .. '..• v /� DRILL i THRU PIPE S INSET b' SECTION ION <:�,a Wt 1 520-c:.- sj25o 4, -T l 1/2 k8 GALV. STEEL BAR CENTER NOTE: LOCATE CONTAINER B•AWAY s FROM WALL 3 FENCES 51 6�r QOM 11 GOLOtZi M7=C�I VM ' TRASH RECEPTACLE ()C T GRAFFITI SCALE: N.T.S. �. (oxG. 2,°I RZ•4 JJWM- C.fM>a 4 1 NOTE:BOLT HOLES TO ,� ' BE FILLED WXMXY Z" um . . r .* • FILLER AND PAINTED Ili Cd[ k45(ti [ TO MATCH TARE 40K Aa *&, fA= V 90 6 c� . ;p -T- `f W*kope, tut 9 'T •ALL SURFACES TO •► }�}( /y�^� A'C HAVE(1)COAT Zx rt I& GRAFFITI SEAL . �IP�. ( ib All I e o tl lumm < H : . HERFINGTON PRECAST INC. W _ 'a "o coo.'l• i CONCRETE PICNIC TABLE . ` t 1 L IcsC Ir•` .. � ,; PIU(.S�I .- AVAILABLE THhO U iH: HERRI NGTON PRECAM(918)e96.50=MODEL/ T Q COLOR40K" ^L BOLT HOLES) W r in Fm Im _III�.I III d iJ - 3 W L4 COLOR CONCRETE - ► G6 t,. I't P _ BROOM F9(IBM w •� (n c) cn P_1LF W _ OXaX18WWM �3 SACK MDt •� ` : _ fa•' _ - "' ---•TRASH RECEPTACLE COt► RET P IS 1 r - Z E w Lu Z ' PKWTAMW 9'-•d► - '. � W Z O' Iks 4 N5�l -` ; '- s -- p ( q -- - - - - & 5 Fm r' ^ o 0 cn uj , • LEGEND i SYMBOL DESCRIPTION r r 3/4" WATER METER _ _ _ .-._._.- - - - -1 GATE VALVE, - - - - - - - - - - - - - - - - - - - - - - - _ _ _._. _ _ ♦ � LINE SIZE - ♦ ♦ REMOTE CONTROL VALVE - RAINBIRD 100-EFB-CP � W/ ITDC SOLENOID - _ - - - ! UNIDENTIFIED SPRINKLER RISER as Lon e Jack _ _ _ _ _ - . � (� QUICK COUPLER VALVE - RAINBIRD 33DLRC - - TORO 570 SERIES 6" POP UP SPRINKLER I - - - _ RAINBIRD MULTI-OUTLET SHRUB XERI-BUG XBT-10-6 • o HUNTER PGP POP-UP ON RISER W/ MANUAL VALVE a #11 NOZZLE I.1/1.ItI.I.I.I.1.I.I.I.li l.l�l.1/I/1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1. a a ♦ -------- MAIN LINE r ■I /1.1.1.1.1.1.1.1.1. � J ! LATERAL LINE � N : REMOTE CONTROL VALVE STATION NUMBERS W - ' i REMOTE CONTROL VALVES ♦ ALL IN ONE BOX li ZGATE VALVE ♦ IM 3/4" METER Im Cn rr .Lllrl.I. .1.I.I.L1.L1.L .1ILL LLB.L111.IYLI.11 .1.I.111. .L .L1.LI.L1�'-u1.1.1. .1.1.1. .1.1.1. .1.1.1. .l.l.l.l.l.l.l.l.l.l.l.l. .l. . .l. .l.l.l.l.l.l.l.l.l.l� ♦ 4 H U rr a 1 m • 0 N � I ♦ 3 BACKFLOW (TYP. OF 2) g bi-a ♦ ■■ ■■� �1! D41 RAINBIRD XBV-075 BALL VALVE ♦ I i RBY-075-200MX FILTER ■ ■ o ° i i i 75-DVX REMOTE CONTROL VALVE r7 PSI-23OX PRESSURE REGULATOR n W • / \ uuuu■■1� o N ■■■■■■■■■Y■■■■■■�■.■■■■■■■ . m 1 _._._._ _._._._._._._._._._._._._._._._._._._._._._._.-._._._._._a._._._.- -'- I �. - - - - ■■■■■ _ _ _ - i _ - - - _ - - -._ GATE VALVE Lone Jack Road & HOSE gIBOUNTAIN I J • _ _ _ _ _ _ _ _ _ _ _ _ 1C i CONTROL & COMMON WIRES - - - _ TO EQUESTRIAN ARENA ROTORS & for FOR FUTURE USE, BURIED SLEEVE QUICK COUPLER VALVES ALL LATERALS & MAIN LINE D MANUAL VALVE OPERATION ON REEL IN THE SAME TRENCH BELOW SPRINKLERS (MANUAL I --________________ Q 6'-6" OFF OF THE STREET CURB (TYPICAL) a .------------------------- --------------- ------ - ------- -------_- --- ---------------- 1 1 F �;%-- ---- -------------- ----------------------------- i a ♦--- 1 l o •111.1. I.I.�I.I.1.1.1.1 1.1.1.1.I.LL1.1.I.•.I.I.1.1.I.LI.I. ,/ !•1 .I.1 1.1.1.1.1.1.1. .ICI�I.LI.LI.LI.I.LLI.LIA - .I 1.1.1 i ---- l------ I-I.I .1.1.1.I.LLI.I.I.I.1.I.I LL LI.LLI.IYI�I iI■ • •_ um iI/ O 1 1 O Cl) '07 ARENA SPRAY (TYPICAL OF 6). I� SLEEVE O m O • GATE VALVE AT EACH FOR 11 �0 0 NORTH Z MANUAL OPERATION --- W 44 4 SLEEVE m W EXTRA RED & WHITE �L____ i Q rr 0 EE a I � WIRE IN BOX CONTROLLER (IRRITROL 10 STATION � W `.�, BATTERY OPERATED) Q • HOSE BIB >� W-------- -- w• V U) _ : cn - MEN � • Scale: 11' s 201 _ 011 z JW MEN - - �L.L1.L1.1.1.1.LI.LI.LI.LI.I.I.LI.LLI.I.LI.I.1.1.1.1.1.I.L1.1.1.LI.LI.LI.LI.lilaa.la.la.laaa.l.la.l.l.l I 1.1.1.LLLI.LI.LI.1.I.1.LLLI.LI.LI.I.LI.LI.LI.LI.I.I.I.LLLI.IW1.1 .1.1.1.1.1.1.1.1.1.1.1.1.111.1.1.1.1.1.LI.LLI.�I.I� a Z I_ 0' 20' 50' 100' O LL 0 H 2 PELA c:\Encinitas\Stratford Equestrian Facility.dwg 5/28/96 Revised 01/24/97 ■ V Lu Lf �_ 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE GENERAL NOTES Li AN EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, I. Ll WALKWAYS, WALLS, AND DRIVES. ALL MUNICIPAL AND STATE LAWS, RULES AND REGULATj I ' GOVERNING OR RELATING TO ANY PORTION OF THIS WORK _ LEGEND N it 1' , 13 . WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, HEREBY INCORPORATED INTO AND MADE A PART -0F €'I 11 QCV � 1• BROOKS ECONOMY VALVE BOX-HEAT ZN THE PRESENCE OF THE BUILDER/OWNER'S AUTHORIZED SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED "l'� (�1 PLAN _ BRAND •OCV• ON LID IN 2• HIGH REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER BY THE CONTRACTOR. r {- I I 12" MAX. I 2 CHARACTERS m AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND 2 . THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISVi�° A 6" MIN. Z x 2 FINISH GRADE ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND C s a yacausHEDROCK-4'DEPTH PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF UTILITIES, STRUCTURES, AND SERVICES BEFORE TURFS *I D _WORK. THE LOCATIONS m - COVERAGE AT HIS OWN COST. SERVICES SHOWN IN THESE PLANS UTILITIES, REZAPPROXIMATE ONLYS Airs - p POP-UP HEAD __ 4. BRASS NIPPLE „ DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD -r 14 . THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE AS- CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE s. BRASS 90 DEGREE ELL BUILT" DRAWING ON SEPIA AND TWO PRINTS SHOWING EXACT c 6. MAIN LINE PIPING LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO BE ARCHITECT. -SCH.. 6Q. NIPPLE lO DELIVERED ON OR BEFORE FINAL INSPECTION. MARLEX STREET ELL — • 7. MAIN LINE FlTrwc THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND 104 .� 3 3 •,: FEATURES TO REMAIN ON, AND ADJACENT TO, THE PROJECT SITE :5:+•� rte:•.: IL BRASS 90 DEGREE STREET ELL -]5 A t2EDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN 8 9 8 4 THEIR APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR (C SCH 40 STREET ELL _ 9. BRASS NIPPLE-6'LONG MYLAR AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION 10. QUICK COUPLING VALVE CONTROLLERS. NEGLIGENCE. LATERAL PIEE_ 11. WALK OR CURB 16. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A 3 . THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PERIOD OF SIXTY (60) DAYS AND SHALL WATER ON A DAILY AND/OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.- V IN LAWN AREAS RVC TEE OR ELL 2'IN SHRUB AREAS BASIS. 4 . THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS z 7 6 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE SECT ION NOTE: USE TEFLON TAPE ON ALL MALE PIPE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP BEGINNING WORK. THREADS AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL POP - U P SPRINKLER HEAD ACCEPTANCE BY THE OWNER. 5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED EXPENSES, WITH THE OWNERS AUTHORIZED 18. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REPRESENTATIVE. REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON THIS Fm V 1 /+ /� DRAWING. IRRIGATION NOTES FINISHED GRADE - 2' BELOW _ QUICK COUPLING VALVE - IN BOX 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION VALVE BOX TOP EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS _ NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND VALVE BOX WITH LOCKING LID B a GREEN PLASTIC BOX 6' PLASTIC VALVE OX DETAILS FOR EQUIPMENT AND INSTALLATION. FINISHED GRADE 2 . CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF 'PEN - TITE' WIRE CONNECTOR EXCESS EQUIPMENT, MATERIALS, AND RUBBISH TNCIDENTAL TO WORK OF THIS SECTION. 12 DIAMETER WIRE LOOP 3 . A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. I� _ ► il ( =II�� B. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40. BALL VALVE _ PVC MALE ADAPTER - ° a . A. 1 � �� I ��� 6.a(jr-�C_ -r ,� NIPPLE ¢ ! l — PVC MALE ADA. i . i� "(� N1 4��ik _�-I�1 �14_ SPEai l- -1i l_l.ls. V 4 oir = � I..te-T, 1 C P C SCH 0 0 — PVC ELL (45 ) O u PVC SXS ELL aWC PVC NIPPLE PVC SCH 40 NIPPLE a = B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATHg � L MAINLINE. C c � 5. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED , 0 9 d ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO C PVC TEE OR ELL a LOCAL GOVERNING CODES AND REGULATIONS AND MANUFACTURER N SPECIFICATIONS. PVC PRESSURE MAIN /2 CU. FT. PEA GRAVEL — 1 CU. FT. PEA GRAVEL 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLAW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. UNION 7 . ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES PVC MALE ADAPTOR _ BALL VALVE DEEP, AND ALL LATERALS TWELVE (12) INCHES DEEP. TRENCH PVC LATERAL _ BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL (CLASS 2OO) SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS — AND INSTALLED IN GREEN VALVE BOXES WITH FOUR (4) INCHES REMOTE CONTROL VALVE OF PEA GRAVEL BENEATH THE VALVE. GATE VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 9 . ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE THE DIAMETER OF THE SLEEVED LINE vl' WHERE IT PASSES UNDER PAVED AREAS. FEBCO MOOFL Bf-fY,4 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, Ize- J Ply I?!Lbu+v11 B4CKFLOK� AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED_�,tr� -r4 e:l f W,% bit LL 11. PRIOR TO BACKFILLING IRRIGATION TRENCHES: A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A PERIOD OF FOUR SLAB HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY :2 4 CD.UC.PETE REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. 4 B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN z PRESSURE FOR ONE HOUR. w TO W..4TER METER TO MA/N L/NF C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, O TESTED AND APPROVED BY THE BUILDER/OWNER'S Q AUTHORIZED REPRESENTATIVE. a W LL wore: ALL R/SFR6 � ,rlrnmas TD BE RED` .BRASS. W cn U Fm r H W R. P. BACKFLOW PREVENTER z Q — r U W 1— LL. z 0 U UU fir/ / LL W W r V / i - D OA - --- R - - jACK - --' LONE — -- ------ _ �°t'L•Il. _ �� i.�6�H�- G�cYli�s�l-1 'TIe? -Tam-�Y Put- co flij J 6vzl4u - LOT 10 L IIi�"�b! - %, � 'I�►u� t. a2- �.N 'l.��D�17 �1L14c.�d E�?wl�l . WOT �. __bus Abu �w'fr, ue�riuc cc jpu Ls u ,�. a�5 Wulc�l -�:1_® _ �r■i3 oi Lo co MM — — — — �rz-�i �tu�Lr} �tb,,+� PEE �i�s'f6•w>� c�.rE.e.. �,�'ffiuc�• __ - rn i 0 U �I -.- I -- LONE t JACK ROAD LL LU lcr J t t. 6 ; Y • —!Ir 6` • s t r: ,, _. -x,75 ❑ LOT 11 cn CA f U Z I-- W Z: » > » W SCALE 1 20 - 0 OD o C/) W' Y v nr et PLANTING NOTES 17 . AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, 1 . A. " THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLAN" " THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE (2) 10' X Y LODGEPOLB PINE ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. W STAKES. TIE TREE 70 STAKES V ABOVE ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY W 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 13 PULLED TO ONE SLOE AND RELEASED. AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER APPROXIMATE AND ARE FOR THE CONVFNIENCF, OF TH , CUT STAKES OFF P ABOVE TIES. AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR CONTRACTOR ONLY. —MINIMUM (2) TREE TIES- GALVANIZED WIRE TO. THE BEGINNING OF THE MAINTENANCE PERIOD. O ' . COVERED BY 7:2' GARDEN HOSE. SECURE TIE TO C. CONTRACTOR SHALL NOTIFY THF. LANDSCA�� - V, STAKE BY NAIL IN A FIGURE HOS -t" PATTERN. THE MAIN WCF. PERIOD SHALL INCLUDE THE FOLLOWING ARCHITECT OF DISCREPANCIES BETWEEN QUANTITI SCOPE OF ' RK: AND SYMBOLS SHOWN- --LATERAL GROWTH UP TO I'2' DIAM. TO REMAIN "ROUND-UP- ON - TRUKK. A. DAILY WATERING OF ALL PLANT MATEkIAL t . LANDSCAPE CONTRACTOR SHALL APPLY MIN. 3" WATERING SEAM B. WEEDING AND REMOVAL OF ALL WEED FROM GROUND HERBICIDE (OR EQUAL) PER MANUFACTURERS FINISH GRADE COVER AREAS. SPECIFICATIONS TEN (10) DAYS PRIOR TO COMMENCEMENT C. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED OF ANY PLANTING OR IRRIGATION WORK. TREES, SHRUBS, OR GROUND COVERS. ROOT BALL- TOP OF ROOT BALL TO BE, D. FILLING AND REPLANTING OF ANY LOW AREAS WHICH 3 . LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS I" ASOV! FIN. GRADE MAY CAUSE STANDING MATER. REPORT FROM AN AUTHORIZED TYSTING AGENCY TO THE E. ADJUSTING OF SPRINKLER HEAD HEIGHT AND LANDSCAPY ARCHITECT BEFORE BEGINNING WORK. HOLE TO BE TWICE THE Sal OF ROOT BALL IN WATERING{ PATTERN. 4 . PRIOR TO PLANTING, IRRIGATION SYSTEMS ^ All DIMENSIONS. ROUGHEN SIDES AND BOTTOM F. FILLING AND RECOMIPACTION OF ERODED AREAS. SYSTEMS SHALL BE Of HOLE. G. WEEKLY REMOVAL OF ALL TRASH, LITTER, FOLLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE CLIPPINGS, AND ALL FOREIGN DEBRIS . THOROUGHLY SOAKED. SACKPILL MIX AS PER SPECS. - H. - • 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SIAPE OF LESS PLANT TAE!- QUANTITY ANO TYPE AS PER SPECS. THAN 10=, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX I . AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END (6") INCHES AND THE FOLLOWING AMENDMENTS SPREAD OF THE MAINTENANCE PERIOD, BEST FERTILIZER EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE SCARIFY PIT 80710M _. TREE PLANTING COMPANY 16-6-8 (OR EQUAL) SHALL BE APPLIED AT FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL THE RATE OF 6 LES. 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 14UST ACCEPT ALI, C. 15 POUNDS SOIL SULFUR zcn MAINTATIED AREAS IN WRITING PRIOR TO END OF D. 25 POUNDS 16-6-8 SLOW RELEASE FERTILIZER MAINTENANCE PERIOD. 5 . EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) 19- A. ALL GROUND COVERS SHALL BE GUARANTEED BY THE PLANT TABLETS AS FOLLOWS: — CONTRACTOR AS TO GROWTH AFID HEALTH FOR A I GAL. CONTAINER - 1/21 GRAM 78" ss" PERIOD OF SIXTY (60) DAYS AFTER COMPLETION OF 5 GAL. CONTAINER _ 3/21 GRAM s" 3-t/a" s-o" s" TREESLSHALL BEG GUARANTEED YL,THE CONTRACTOR TO s' LIVE AND GROW IN AN ACCEPTABLE UPRIGHT 15 GAL. CONTAINER - 5/21 GRAM PER 3 IN. BOXED TREE SIZE 1/21 GRAM 1 POSITION FOR A PERIOD OF ONE ( 1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD PLANT BACKFILL SHALL BE SOY SITE SOIL, AND 503 AND FINAL ACCEPTANCE. NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. Equestrian aw") B. THE CONTRACTOR, WITHIN FIFTEEN ( 15) DAYS OF R . PLANT PITS SHALL BE TWICE THE SIZE OF THE LU Stratford 10 2 WRITTEN NOTIFICATION BY THE ARCHITECT, SHALL DESIGNATED NURSERY CONTAINER. Facility 3 REMOVE AND REPLACE ALL GUARANTEED PLANT ac MATERIALS, WHICH FOR ANY REASON FAIL TO MEET I • PLAN? PLANT AL SHALL NOT BE ROOT BOUND. FIVE Park Hours THE REQUIREMENTS OF THE GUARANTEE. GALLOIi PLANTS AND LARGER SHALL HAVE BEEN GROWN IN z REPIACEKLNT SHALL BE MADE WITH PLANT MATERIALS OFNTAZNl1t8 FORA ANTS MINIMUM OF 6 EXHIBIT AND A MAXIMUM Trail Map 4 AS INDICATED OR SPECIFIED ON THE ORIGINAL OF TWO YEARS. PLANTS SHALL YXHIBIT HEALTHY GROWTH Park Rules AND LME FRLtt OF DISEASES AND PESTS. Ln � Information& PLANS, AND ALL SUCH REPLACEMENT MATERIALS (Decals) -2 ) SHALL BE GUARANTEED AS SPECIFIED FOR THE 10. A. STAKE ALL TREES PER DETAIL M ORIGINAL MATERIAL GUARANTEE. 0 aD Sheriff 911 City-Park+Beach phn k 6 B. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH r TO AD67ACZW WALLS OR FENCES WITH NON-METALLIC M TIES. r- (4"x4') C. REMOVE NURSERY STAKES AND TIES FROM ALL O N 7 CONTAINER STACK. MAINTAIN SIDE GROWTH ON ALL O TREES. 0 U 2" (tyPJ 12 . 0 IIII i1=1111 =1111- - =1111 -1111 � =IIII = = IIII 12 . - Ili( 9 -- 8 2 13 . LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM It DRAINAGE AWAY FROM ALL BUILDINGS FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING SCALE: 1/2"=l'-0" WATER. 1. 2" x 2" SELECT HEART REDWOOD LATTICE SLATS POSITIONED AT 6" O.C. 14 . FINISHED GRADES SHALL BE ONE ( 1) INCH BELOW THE TOP 2. 6" x 6" SELECT HEART REDWOOD JOISTS OF CURBS, SILLS, AND WALKWAYS IN ALL AREAS. WHERE — 3. 2" x 4" SELECT HEART REDWOOD BEAMS SOD Is LAID NEXT TO THESE IMPROVEMENTS - FINISHED 4. 6" x 6" SELECT HEART REDWOOD BLOCKING 5. 6" x 6" SELECT HEART REDWOOD POSTS GRADE BEFORE LAYING SOD SHALL BE 1-1;2" BELOW THE TOP. 6. LOCKING INFOMATION SIGNAGE CASE, GALV. STEEL CASE PAINTED iS. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A BROWN, W/ LEXAN VIEW CASE COVER CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, 7. FINISH GRADE TRASH, AND TOOLS. 8. 12 X 3'-0" CONCRETE FOOTING ( 2000 PSI MIN. @ 28 DAYS) 9. COMPACTED SUBGRAGE (90%) i : LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL Pi Ah': 7 NG 10. REDWOOD FACILITY IDENTIFICATION SIGN ( 4" HIGH LETTERS, FOR A PERIOD OF SIXTY (60) DAY`' AF!'ER COMPLETION . um STYLE: TIMES, ROUTED AND PAINTED WHITE) ALL, AREA" SHALI, BE KEPT CLEAN, WATrRED, AND WEED- FRF.F. . NOTES: z 1. ALL WOOD SHALL BE VARNISHED WITH MARINE QUALITY SEMI-GLOSS VARNISH (MAN-O-WAR OR EQUAL) Q LLj Z cr. LIJ B TRAIL HEAD SIGN � Q O w o U) c/)w 0v � - CC zw LOU Y.4. z } z w z w0 �5F 0 to UU