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HomeMy WebLinkAbout05D1854CONDUIT aWIRE SCHEDULE RUN 1 CONDUR SIB r we WIRE s-* COMMENTS z r we 342 CONNECT TO PSE POWER SOURCE 3 7 RGS 3#6 4 7 PVC IXIS7MIG 3#6 CONNECT TO EXISTING SERVICE CABINET NOTE: CONNECT LIGHTS D-1 THRU D-10 INTO EXISTING SERVICE CABINET. 14 a3 (.0 O O O C'U Cu (D m 00 C) O Z a) 3 on a am E O m O CD (D Cu i cn Ln J d Y CO_ 3 m O m 2 0 0 z d w Y Q GRAPHIC SCALE 40 0 20 40 w E I FEET ) 1 inch = 40 ft. LUMINAM SCHEDULE POLE NUMBER D-1 SERVICE / CIRCUIT 1 / B WATTAGE 100 POLE TYPE WADSWORTH D-2 1 / B 100 WADSWORTH D-3 1 / B 100 WADSWORTH D-4 i / B 100 WADSWORTH D-5 1 / B 100 WADSWORTH D-6 1 / B 100 WADSWORTH D-7 1 / B 100 WADSWO RTH D-8 1 / B 100 WADSWORTH D-9 1 / B 100 WADSWORTH D-10 1 / B 100 WADSWORTH f GENSM NOTES 1 ALL CONDUITS SHALL BE 2 INCH SCHEDULE 40 PVC, EXCEPT WHERE CONDUITS CROSS ROADWAYS, THE CONDUIT SHALL BE RIGID. 2 ALL JUNCTION BOXES SHALL BE LABELED WITH "LT" ON THE GALVANIZED LID. 3 DECORATIVE POLES ARE HOLOPHANE MODEL UTILITY GRANDVILLE WITH A WADSWORTH POLE. POLE SHALL BE 12 FOOT TALL WITH A HOLOPHANE FIXTURE THAT IS TYPE 3 WITH HOUSES I DE/ROADS I DE SPECIFICATIONS. 4 SERVICE CABINET SHALL 5E METERED WITH PHOTOCELL ON CABINET PER CITY OF AUBURN SPECIFICATIONS. 5 ALL WORKMANSHIP, MATERIALS, AND TESTING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT CITY OF AUBURN / WASHINGTON STATE DEPARTMENT OF TRANSPORTATION / APWA SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND NATIONAL ELECTRICAL CODE AS APPLICABLE UNLESS OTHERWISE SPECIFIED. IN CASES OF CONFLICT THE MOST STRINGENT GUIDELINES SHALL APPLY. WHEN THE MOST STRIDENT GUIDELINES ARE UNCLEAR, THE DIRECTOR OF PUBLIC WORKS SHALL MAKE THE FINAL DETERMINATION. 6 ALL S,4FETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET FORTH BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. Leend m ui w p EXISTING 120/240 VAC SERVICE CABINET PER z Y © ©. CITY OF AUBURN SPECIFICATIONS <t w a DECORATIVE LUMINAIRE TYPE 1 JUNCTION BOX EXISTING CITY OF AUBURN STREET LIGHT STANDARD NEW 120/240 VAC SERVICE CABINET PER Z p q- CITY OF AUBURN SPECIFICATIONS a a 5: W o • zi " 1 RECORD DRAWING CERTIFI 'ATION THESE DRAWWGS CONFOPAf TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DATE. TITLE/POSITION: CONFIRMED BY CITY DATE. R .E EmLO015,. THESE PLANS ARE APIPROWD_ FM COWMMfff- MTN THE WY OF ;> , a " REQUIREMENTS Approved By. _S Date Approved: L tcJ O CL zz zi 0 U. Zt d O q Lu Z � C. Z �J 014 D. '�� pg�1_48N`z ��`���F 3n49 '9 EGI3TEg� EXPIRES 12/10/01 U Z � Q 9 LO � j � n © 3 x < O N rp j La L..i 04 17 W Lu+ N v GALE: 1 4MY _ 40 FEET DATE: 10127Y I.R DR A l"W', ;y, .�� r-� 8 1 1 1 1 WON i G•4 � Irv1�011 n •�Y � a2o BARREN 5TRAWBERR'l" 46+00 KINNICKINNICK 5TRAW5ERR'' 1 PLANTINC� LIMIT LINE � A --7 , rl f-\. PL,4NTINr-.:; LIMIT LINE A-,,q -.inn fL_ANT IN FLAN SCALE: I'' = 16'-O'' 0 J W LQ W °W w z —A U %w N 1 sn - KINNICKINNICI w 49. fi 00 1 Hwy THOMAS RENG35TOW AND 4550CIATES LANDSCAPE AItGHITECTtM VM IFL.M+00 URBAN DEWIN SUIIE 444, 911 NESTEM AVE, SEATILE. 0 96W PHONE: (206) 682-7562 FAX: (W) 682-4721 �- �A m ad�na\ OTATIE OF r tdmguw i LAM OM M'R APOMMIM law r TMomm V. CXRIPIC'.ATE NO. 2W F'IROJECT TITLE L AKE L AND LINEAR FARK LA+(ELAW, WA SHEET TITLE PLANTING FLAN No. DATE 62200 REVtOICK By F EV 8M PE* CITY 1. C 21P - §M ME OMM -fJ 96Dc pdro ED PM CITY octIMENT:S - M4TM 664ET 491 A A Z��, DATE JME 26• 2000 DESIGNED DRAM N CHECKED SCALE TRA NO. CAD FILE FJ FJ TR i"-15r-0" 9667 9967a1 PROJECT UNiEAR PARK SHEET No Liao Pr-'607 Zor. -7 SHEET 1 OF 6 osoieaWl gI L 1-L--1 VJ w w V LLI z A U 1 /2" DIA. IEACK RUBBER HOSE LOCATE HALFWAY UP TREE 12 GA. (TYING W1AR£S 2 STRAND TWIST MM M L=t - PLAG'E RNM TO DAW 2" DARK MULCH FORM SAUCER WITH 3" CONTINUOUS RIM ISLA T S0 TWAT TOP OF R70T BALL 16 MVW MT W TMt kI146mm CIP ADE CUT AND PEM&#E ALL MtArPMYs AND mum AP mtOM TOP HALF OF DALL. WATER do TAMP POCKETS TO REMOVE AIR SEE SPECITED PLANTING MIX. 3" TAmrW TOPbO1L SCAPOLY TO 4" DO"M ROOT BALL • 12" 3-2"X2" *TMGES PNvS (P NCI 21) FMFE.Y INTO GUmaRAG* PRIOR TO 9AZmLLm% 2 6T1lArD TU6?W 12 CA ACaE Cw41- WWE ErC.ASED IN 2" OIA. mm Plelntirl9 on Slo" Steepen mark do 121 tylcuc to Greats Lovel Pla" Pit / 2:1 1' » eExraIsdteN CON IFEfR FLsANT INCT $ 5T4KIN TAIL NO 5C,4LE NO SCALE DIA. BLACK REINFOII= RUBBER 10�0 . PLACE AROtNC> A MAJOR TRUNK, W50YE LATERAL BLANCH. WT PLANT -50 THAT PREVIOUS GROWING -EVEL MATCH NEW FINISH GRADE. :ERTILIZER - PLACE PRIOR TO BARK 1L LCkl APPLICATION. 3ARK MUCH - 3" LAYER 'EATHER TO TREE TRUWI FINISH CIRAOE. 'EEL BURLAP BACK FROM TOP 4ALF OF ROOT SAL.L AFTER 'LACING TREE. REMOVE :I15ER3LA66 OR TREATED 5URLAP COMPLETELY. 3ACXFILL SOIL (TWORIOUG"LY WATER 3ACKFILL SOIL AFTER PLANTING). '.OMPACTED BACK --ILL SOIL 3-2"X2" STANCES A DltlVE (MIN 2"IRMLY W00 6U5CWQA0E PRIOR TO BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NEC 44ARY FOR FM"I SNORT 2 STRAND TWISTED 12 GUACsE GAL. WIRE ENCASED IN 2" DIA. RUBBER HOSE PLANT SO THAT TOP OF ROOT BALL IS LEVEL WITH T14E FINISHED GRADE FERTILIZER - PLACE PRIOR TO BARK I'MC.H APPLICATION. BAPK MUL04 - 2" LAYER PEATFM TO TIIEf TRLw FORM SAUCER WITH — 3" CONTINUOUS RIM i OJT *0 REMOVE ALL WRAPPING t BtIRLAP FRAM TOP HALF OF BALL. WATER do TAMP POCKETS TO REMOVE AIR SEE SPECIFIED PLANTING MIX. y 2 X BALL DIA. �--� 3" T,D TOPSOIL --�CARIFY TO 4" DEPTH [DCI)UOU& FLANTINGP AND 5TAKIN .DETAIL= NO 5C,4LE f=L4NTING DETAILS NO SCALE PROJECT REF: FAC 1 00-015 THESE PLANS CONFORM NTH THE CITY OF AUBURN'S PARKS DEPARTMENT A NWN LANDSCAPE Approved Date AW RECORD DRAMMNG CERTFICATION THESE DRAIMNGS CONFORM TO iNE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE: 71REIP09TION: CONFIRMED BY CITY DATE: THOMA5 RENCa5TOW AND A660CIATE,5 LMJDSGAfIE A#lIIGWlllClVW 51TE PL0#41WA URBAN DEbkW SUITE 444, 911 WESTERN A*., SEATIIE, M IMI04 PHONE: (206) 682-7562 FAX: (206) 652-4721 %ad�da\ STATE OF 11144641NIONEJN IMIbMTtm-Row L�4u.crrE A "wax-60 V. C R►♦rICAT! NOL 2W PROJECT TITLE LAKELAND L INEAR PARK LAKELAND, WA SHEET TITLE PLANTING PLAN AND IN5TALLATION DETAIL5 No. DATE IWVI61CN dY am" IIEr�i�9 ?fit CITY A C M ENTS - _ FJ 1516 DO REVISED PER CITY 00MMI111141% - OMM 0412T - FJ A A A DATE AM as, DESIGNED IiJ DRAUJIN FJ CHECKED TR SCALE Y'-1lI'-cr TRA No. 9067 GAD FILE 9967*11 Im"OJ ECT Loom PAN SHEET No. Llwl PF d 5*01 3 o F 7 SHEET 2 OF S L NT 5CHEEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE 4 DESCRIPTION "E DECIDUOUS TREES platanoides 'Emerald Queen' cordate 'Greenspire' 0 ORNAMENTAL FLOWERMG TREE Pyrus calleryana 'Redspire' F\/Fw--NFEN F0"—)ATlG7N TREE a plicata dote,uga menaleeli nigra sH�s %1 Hydrangea macrohphylla sv Spiraea vanhouttai ® viburnum tomentosum ma Mahonia aquifolium au Arbutus undo OSpiraea nipponica tosaensis :3riowmound' OMyrlca californica 'Snowmound' 1O Rhododendron 'PJM' 0 Rhododendron 'Unique' O3 Rhododendron 'Dora amateis' OOsmanthus fortunei 1 O 15erberi6 gladwynensis William Penn' 3a 59mphvricarpus alba Ea Euonymous alatus Pieris japonica SHRUB MASSING �J- Arctostophylos uva ursi Ragaria chiloensis Emerald Queen Norway Maple 2" cal.± 545± Full ± Matched± Street Tree Quality Greanspire Linden Redspire Pear Western Red Cedar Douglas i=ir Austrian Pine 5igieaf Hydrangea Van Hout Spiraea Doublefile viburnum Oregon Grape Strawberry Tree Snowmound 5pira7ta Pacific Wax Myrtle PJM Rhododendron Unique Wiododandron Dora Amateis Rhod- Osmanthus William Pend 5arberry Snowberry Winged Euonymous Japanese Andromeda Kinnickinnick Barren Strawberry 2" cal.± 545± Full ± Matched± Street Tree Qua 1 i ty 2" cal.± Full± 545, 12'-14' Ht. Min. 6-6' Min. Ht.± Full± 1545 6-8' Height, 545, Full± Not Sheared 6-8' Height, 545, Full± Not Sheared 5 gal cont. 24" ht. min. 5 gal Cont. 24" ht. min. 5 gal cont. 24" ht. min. 5 gal cont. 24" ht. min. 5 ga I cont 18" ht 5 gal Cont, full. 5 ga I coat. 30" ht. min. 24" ht. min., full 24" ht. min., full 24" ht. min., full 3 gal. cont.,16" min. ht. full 5 gal. cont., Full 3 gal. cont.,18" min. ht. full 3 gal. cont.,18" min. ht. full 3 gal. cont.,18" min. ht. full I gal 24" o.c_ tri sp I gal 24" o.c. tri sp PERENNIALS TO BE FIELD LOCATED BY LANDSCAPE ARCHITECT Agapanthus orientalis Lily -of -the Nile i gal cont full qty 20 Hamerocallis var. Fellow flow'ftring var 1 gal cont full qty !halo Eehinacea purpurea Purple coneflower i gal cont full cgty 30 Helleborus niger Oriental Hellebore i gal cont full qty 20 Iris siberica Sibarian' iris i gal cont full qty 40 Chrysanthemum maximum Shasta Daisy 1 gal cont full qty -10 Lavandula angustifolia English Lavender I gal cont full qty 300 Zantedeschia Calla Lily i gal cont full qty 50 Csl Pennisetum a lopecuroides Crimson Fountain Grass i gal cont full qty '10 G2 Molina caerulea 'Variegata' variegated Moor Grass i gal cont full qty 60 Ornamental I Light '12" Bench L 30" Waste/ Recycle Box LANDSCAPE PLANTING NOTES: 1, LANDSCAPE CONTRACTOR WILL VERIFY SITE CONDITIONS FOR GRADE, SHAPE, AND LAYOUT PRIOR TO STARTING WORK. NOTIFY OWNER OF MODIFICATIONS PRIOR TO CONSTRUCTION. 2. LANDSCAPE CONTRACTORS SHALL MAINTAIN ALL LANDSCAPE AREAS UNTIL FINAL APPROVAL AND ACCEPTANCE BY THE OWNER. 3. ALL TREE AND SHRUB MATERIAL SHALL BE GUARANTEED FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS, PLANTING AND SEEDING ACTIVITIES SHALL CONFORM TO NORMAL LANDSCAPE INDUSTRY STANDARDS, ALL NURSERY GROWN PLANTS SHALL BE CONTAINERIZED OR BALLED 4 BURLAPPED. PROVIDE ONLY SOUND, HEALTHY,- VIGOROUS PLANTS, FREE OF DEFECTS, DISEASES AND ALL FORMS OF INFESTATION. CONTRACTOR WILL BE RESPONSIBLE FOR WATERING ALL NEWLY INSTALLED PLANT MATERIALS TO ENSURE SURVIVABILITY 4. TOPSOIL SHALL BE USED FOR PLANTING PIT BACKFiLL FOR ALL TREES AND SHRUBS. TOF'501L SHALL BE 3 WAY MIX FROM PACIFIC TOPSOIL OR APPROVED EQUIVALENT. SPREAD TOPSOIL 45 FOLLOWS: 4 INCHES iN LAWN AREAS 4 S INCHES IN PLANTING BEDS. EXCAVATE CIRCULAR PLANT PIT5 WITH VERTICAL SIDES AND INSTALL PLANTS A5 SHOWN ON THE PLANTING DETAILS_ EXISTING SITE SOILS TO BE USED WITH APPROVED TOP501L FOR BACKFILLING PLANT MATERIAL. MIX RATIO 50% SITE, 50io IMPORTED TOPSOIL `" 5_ CROWN OF PLANTS SHALL BE SLIGHTLY HIGHER, AFTER 5ETTLING,THAN THE ADJACENT GRADE. APPROX. i" HIGHER. Co. ALL TREES AND SHRUBS SHALL BE TOP DRESSED WITH 1106MOCOTE" (14-14-14) OR APPROVED EQUAL PER MANUFACTURERS SPECIFICATIONS_ -1. TREE AND SHRUB PLANTING PITS SHALL BE 3 TIMES THE DIAMETER AND 1 1/2 TIMES THE DEPTH OF THE ROOTBALL. 8. FIN15H GRADE SHALL BE ro" MINIMUM BELOW BUILDING FINISH FLOOR ELEVATION. (ADJACENT TO BUILDING SLABS.) 9. FINISH GRADE SHALL BE 1/2" BELOW FINISH PAVING SURFACE IN ADJACENT LAWN AREAS AND 1" iN SHRUB AREAS, 10. FINAL GRADE OF .50 OF A FOOT TO FINISH GRADE (FOR LANDSCAPE TOPSOIL) 11. RETAIN POSITIVE DRAINAGE, MAXIMUM 3.1 SLOPE, SWAY FROM ALL TREES AND BUILDINGS. 12. CONTACT OWNER REGARDING ALL SiTE CHANGES AND ALTERNATIVES. 13. ALL SHRUB AND GROUNDCOVER AREAS SHALL RECEIVE (2") TWO INCHES OF PACIFC TOPSOIL COMP MULCH. 14. SEED AND 50D LAWNS WITH APPROVED MIXTURE SEE BELOW: APPLICATION RATE: -roL55 PER 1000 S.F. A2SEED DISTURBED AREAS AS NOTED WiTH APPROPRIATE HYD05EED MIX. (SEE BELOW) LAWN SEED: 40io CR EPINGc RED FESCUE, 00ro PENNFINE RYEGREA55 15_ FERTILIZE LAWNS WITH LILY MILLER "ROYAL GREEN" OPTIMUM SOIL SUPPLEMENT (19-3-fro) AND (12-4-5) CONTROLLED RELEASE GRANULAR FORM WITH 50% NITROGEN FROM OF INSTALLATION_ 1ro. 2 P. STAKING OF ALL TREE LOCATIONS, TO BE APPROVED BY PARKS DEPARTMENT REPRESENTATIVE PRIOR TO PLANTING. . \\\\\ \\\\\ 2-MM. : ,..:. 2"Min. \\\\\\\ \\\\\\\\\\\\\\ PIonting On Level Grade, 2"Min. \\\\\\\ \\\\\\\\\\\\\\ Planthq Mulch - Depth - 2- or as Specified Mixed Native Ba>lckfill Material s Plant "Ach - 010p*hs2" or as Sp I ed Mixed Native Backfiii Material 6 Planting On A Slope GROUND COVER PLANTING; DEATiL_ NO SCALE 45PH4L<T TRA i L DETAIL NO SCALE O 0- 0 O rw O O 0 CX) Equidistant FL=ANTiNG PATTERN Distance (X) as specified in the plant table PLANT 5CHEE)ULE AN0 iN5TALLsATiON D TAIL_5 NO &GALE PRMCT REF: FAC 1 00-0015 THESE PLANS CONFORM IM'tEM TW CITY OF ALOWS PARKS DEPARTMENT M#*M LANDSCAPE STAND A oved By. Date Approved: _ 1 t_l_1120 THOMAv f;MN65TORr- AND ASSOCIATES LANDSCAPE APIC"TECTiRE 517E PLAk+04 s URBAN DES*N 9AX 444, "1 KSWA AIE., eA» ■A I M PHOW: (266) 682-7%2 FAX: (206) 6W-4721 STAIR OF LANDSCAPE ASNOWIP1011111= �# T44C�P1AS 1✓ aLRTSX,AlR NO, 1`2i10UECT TITLE LAKELAND LINEAR PARK LAKELAND, WA SWRET TITLE PLANT SCHEDULE AND INSTALLATION DETAILS Pr A^F16WTIC AM rim W "IXX Is AT 40 P!LOPE OF TRAIL No. DATE IEvl*k7N BY 11LIM SLOPE FOR SIDE OF TRAL HORIZONTAL UNITS To I VORTICAL) 8.22im REviOW MAW /- \ alb�NL llEyliEQ.f�l.�AMT TPiIlNS' ""L* MAIM FJ EXMV A MIrMrt11 OF 120H MSEYSM OF SIAi L_ EDGES EACH SIDR OF TRAN.. A DATE JUTE 28• MW DE5r_5NE0 FJ DRAWN CWECKED 7R SCALE 00 SCALE TRA No. siM7 GAD FILE 9967*12 =' PROJECT LIMM . SWEET No, RECORD DRAWG CER11fiCll" THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DATE. TITLE/POSITiON: CONF1R a BY CITY DATE: L102 Pr_ is 50_ 1 4 of 7 SHEET 3 OF 6 CsENERAL CONTRACTOR TO **TALL 1 1/2" MUGATION WATER METER, MR CITY SPECPICATIONS FOR PRIVATE OWHE}SHIP. VERIFIY LOCATION OF METER WITH CITY ENG041111111M AND/OR OWNER PRIOR TO EXCAVATION. USE EXISTMCs 2" WATER SERVICE STUB OFF OF EXISTING lHRE HYDRANT FOR POINT OF COI',MCTIOR APPROX. LOCATION: STATION MR 115ER 46+45. 1 -- i �J 1 O 1 45 00 \Lt ws/ woo w 1 � 1 \ 1 ------ - --- 1 1 1 1 1 1 E M-1. I �w PLANTING LIMIT LINE F.1 47-+- nn ,4Z 11/1" AI 4-1 l Iv i=LANTING LIMIT LINE wl I O A w In w f v N u 03 TI-IOMAS REWsSTORF AND ASSOCIATES LANDSCAPE A --WITECTUAFi URBAN DESkiN SLATE 444, 911 MESTEIN AW-, 9EATAE. MA 98104 PHONE: (206) 682-7562 FAK. (206) 662-4721 WAU9 WAONMTON as d On low 4T:� 1 400 1 WaIA& Y. I(PW GmillPIG Als #w M PROJECT TITLE LAKELAND LINEAR FARK LAKELAND, WA SHEET TITLE IRRIGATION. PLAN No. DATE REVI&O4 By DATE `8w x am DRAWN mN( CHECKED SCALE 1'•/0'- 0' TRA No. 9467 CAD FILE 9N7sW FROJECT UNEAR PAW SHEET No. L2mO SHEET 4 OF 6 PF a con 5 o1- % I f— w w C� ni Z7 J -A V PVC IRR1Cs4TION MAIN 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (I OF 2 ) GAL V. t"PPE ID TAG --� REMOTE CONTROL VALVE VALVE BOX WITH COVER: VALVE ROUND 12-INCH SIZE f SPRINKLER HEAD FINISH GRADE/TOP OF MULCH DRAIN VALVE \ REP10t£ CONTROL VALVE: 3" MIN. PVC SCH 80 NIPPLE (CLOSE) QUICK COUPLER PVC 8C44 40 ELL MASTER CONTROL VALVE DC PVC SCH 80 NIPPLE VALVE BOX -�---- VALVE BOX (LENGTH AS REQUIRED) °p°qR BRICK (I OF 4) o 33 SCH W NIPPLE (2-INCH LENGTH, S FEBCO DOUBLE CHECK VALVE HIDDEN) AND SCH 40 ELL rp GALY. PIPE O� i4)ic PRESSURE REDUCING VALVE PVC MAINLINE PIPE < ' V t PVC SCH 40 TEE OR ELL WILKENS YS 100 STRAINER 1 1/2" PVC SCH 40 MALE ADAPTER MUELLER SHUT OFF VALVE PVC LATERAL PIPE IRRIGATION WATER METER 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL FINISH GRADE STRAINER POINT OF CONNECTION 5CHEMATIC SCALE: NOT TO SCALE VALVE BOX QUICK -COUPLING VALVE GALV, UNION -0 _ - 114maec GALV. PVC REDUCTION PIPE PIPE VALVE TRIPLE SWING JOINT MANUAL DRAIN VALVE NOTE: AFTER TESTING 4 APPROVAL OF DOUBLE CHECK VALVE REMOVE 4 PLUG TEST COCKS TTFICAL IN5TALLATION DOU5LE CHECK VALVE A55E1„«L r SCALE: NOT TO SCALE REMOTE CONTROL VALVE ,GALE: NOT TO SCALE GRADE/TOP OF MULCH OP -UP SPRAY SPRINKLER: SRO 510 Z COM SERIES W/PLASTIC MPR NOZZLE - PVC SCH S0 NIPPLE (LEWxTH AS REQUIRED) - PVC SC 4 40 ELL - PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LEWxTI-1 AS REQUIRED) PVC SCH 40 STREET ELL -PVC LATERAL PIPE - PVr, SCH 40 TEE OR ELL NOTE: I. A SWMG PIPE ASGEMeLY MAY BE USED WITH PLOWS LE55 THAN 4 GPM. 4" POF-UP 5f RAC'" (%5,FRINKLER SCALE: NOT TO SCALE '.1 FINISH GRADE PROTECTIVE PIPE SLEEVE PVC STREET ELL LOCKING VALVE GAP KEY HEAD PVC LINE - GALV. PIPE, 18" MIN. OFFSET FROM PVC LINE MANUAL DRAIN VALVE op0 4 3" GALV. PIPE, THREADED ° ONE END DRAIN ROCK SUMP IN5TALLAT ION OF MANUAL DRAIN SCALE: NOT TO SCALE SCALE: 1" = Iro'-O'' MATERIAL GRADE/TOP OF MULCH P SPRAY- SPRINKLER: 5-10 Z COM SERIES 46TIC MPR NOZZLE iC'H W NIPPLE YGTH AS REQUIRED) C44 40 ELL NCH 40 5TREET ELL CH 80 NIPPLE GTH AS REQUIRED) ICH 40 STREET ELL CH 40 TEE OR ELL NOTE: I. A SWNG PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. roil F'OR-UP 5FRAY 5RRINKLER SCALE: NOT TO SCALE PRMCT REF: FAC 1 00-0015 THESE PLANS CONFORM WITH THE CITY OF AUBURN'S PARKS DEP4TMENT MINIMUM LANDSCAPE STANDARDS! Approved By. . Date AWovle&I RECORD DRAWG CERTIFICATION THESE DRAWNGS COWORM TO THE CONTRACTOR'S C061WT10N RECORDS BY: DATE: TITLE/POSITION: CONFIRMED BY CITY DATE: THOMA5 REW-s5TO1;;6= AND A550C[ATES LANDSCAPE ARICNITECTURE SITE PLAMM#4G URBAN DESIGN SLATE 444, 911 1ESUM AYE., SEATiiE, !MIL OM04 PHONE: (206) 682-7562 FAZE f 2W 482-4721 STATE OF �t _ t TWc7E1A� vIMF CElrrIPICATE NM M PROJECT TITLE LAKELAND LINEAR PARK LAKELAND, WA SHEET TITLE IRRIGATION PLAN IRRIGATION DETAILS No. DATE REY1660N By 622" REIRSED IqR CITY t. COMMENTS - DETAiLb - FJ A A DATE `BANE 26, 2000 DESIGNED bw DRAWN kW CFECKED SCALE TRA No. 9967 CAD FILE >l�iS30 PROJECT LA" PAW SHEET No. L281 pf * 50 I 6 of % SHEET 5 OF 6 W NOTE: CEDAR SPLIT RAILS ALLOW RAIL ENDS TO EXTEND THRU P05T (ROUGH CEDAR) TYP. Nx�__ - 2 RAIL POST (8' O.G) FLAN CEDAR SPLIT RAILS (ROUGH CEDAR) 2 RAIL P05T (8' O.C.) NOTE: CONCRETE FOOTING TO EXTEND MIN. I" ABOVE FINISHED GRADE. SLOPE CONCRETE AWAY FROM POST. TYP. MOWING/ TRIMMING EDGE: FINISHED CONCRETE FOOTING TO GRADE SURROUND POST "IN. 8" AROUND ALL SIDES. TYP. CONCRETE tl I FOOTING o_o 0 o UNDISTURBED III-1 I I-1 SOIL COMPACTION &RAVEL (3" THICK COMPACTED 015%) ELEVATION " A 5FLI`T 4« FENCE NO SCALE LAND5CAFE ifRfRIGATiON LEGEND SYM. CAT, NO, DESCRIPTION I f-SYM. CAT. NO, DESCRIPTION Toro 510Z COM Series Plastic 4" Pop-up MPR Plus 5pray Nozzles • 510Z-6P-15-F F-circle 3.60 GPM 510Z-6P-15-TQ TQ-circle 21oO GPM 510Z-OP-15-TT TT -circle 220 GPM 51OZ-r P-15-H H-circle L&5 GPM 51OZ-6P-15-T T-circle 1.10 GPM f, 510Z-6P-15-Q Q-circle .05 GPM g 30 PSI Toro 510Z COM Series Plastic 4" Pop-up MPR Plus Spray Nozzles ® 510Z-6P-10-F F-circle 1.49 GPM Q 510Z-6P-10-H TO -circle i.04 GPM (� 510Z-6P-10-H TT -circle .'51 GPM 510Z-6P-10-H H-circle .11 GPM p 51OZ-6P-10-T T-circle .52 GPM 5i0Z-6P-10-Q Q-circle .40 GPM 30 PSI Toro 51OZ COM Series Plastic 4" Pop-up MPR Plus Spray Nozzles 510Z-6P-a-F F-circle 1.00 GPM 510Z-6P-a-H TQ-circle .16 GPM 51OZ-6P-8-1-1 TT -circle .10 GPM 510Z-6P-8-H H-circle .50 GPM QS 51OZ-6P-8-T T-circle .30 GPM ps 510Z-6P-a-Q Q-circle 24 GPM 30 PS 1 Toro Plastic 4" Pop-up 51OZ COM Series MPR Plus Spray$pray Nozzles 51OZ-6P-4-95T 4' x 30' .90 GPM Q 510Z-6P-4-E5T 4' x 15' .45 GPM 510Z-6P-9-SST x 1 GPM ,S s, PS20 Toro 51OZ COM Series Plastic 6" Pop-up MPR Plus S ra Nozzles 51OZ-610-15-F F-circle 3,60 GPM e 510Z-6P-15-TQ TO -circle 2.60 GPM d 510Z-6 P-15-TT TT -circle 220 GPM 510Z-6P-iE H H-circle L65 GPM 510Z-6P-15-T T-circle 1.10 GPM ❑ 510Z-6P-15-0 Q-circle .85 GPM 30 PS 1 Toro 5'10Z COM Series Plastic 6" Pop-up MPR Plus 5prag Nozzles ® 510Z-6P-10-F F-circle 1.49 GPM 510Z-roP-10-H TQ-circle 1.04 GPM 0 510z-6P-10-H TT -circle e1 GPM 0 510Z-6P-10-H H-circle 11 GPM 8 510Z-6P-i0-T T-circle .52 GPM E9 510Z-6P-i0-Q Q-circle .40 GPM 30 PSI Toro 510Z COM Series Plastic 6" Pop-up MPR Plus Spray Nozzles Q+ 5I0Z-6P-a-F F-circle 1.00 GPM 510Z-6P-8-H TQ-circle .16 GPM 510Z-6P-6-H TT -circle .10 GPM E 510Z-6P-a-H H-circle .50 GPM 5-10Z-6P-a-T T-circle .30 GPM 510Z-6P-8-Q Q-circle .24 GPM Is 30 PSI Toro Plastic 6" Pop-up 51OZ COM Series MPR Plus Spray6pray Nozzles 51OZ-6P-4-SST 4' x 30' S0 GPM 51OZ-6P-4-EST 4' x 15' .45 GPM 0 510Z-6P-'B-56T S' x IV 120 GPM 30 Psi Wea therma t is 8200CR-15 8200CR-10 Remote control valve 24 vac. Typica1 1 1/2 or i inch. TYPICAL VALVE CALL -OUT 44 3A GPM / Va Iva " ' Ia VALVE SIZE Weathermatic Automatic controller iiI vac., Valcon SL series ® 1 - SL24 24 stations, Pedestal mount MRMP (I TOTAL) in location Shown on plans. Febco 1 i/2'' Double check valve Model 605Y POINT OF CONNECTION (1) Connect to IS" dia. H2O meter 2 inch PVC Schedule 40 press, r. mainline W/ 24" cover min. PVC class 200 lateral line, 3/4" size, W/ 18" cover min. - - - - - - - - - Irrig. sleeving, PVC class 200, - - - - - - - - - - twice dia. of insert pipe, run 15" into bed stake and flag. SIZE PIPE AS FOLLOWS, 0 - a Gf=M = 3/4'' 9-1r6 GPM =1" 11 - 24 GPM = 1 1/4" 25 - 32 GPM = 1 1/2" 33-e0O GPM =2" Toro 340 Series Plastic W/ 01 Nozzle Standard Stream Rotor © 3416-00-01 F-circle 3.85 GPM Radius- ® 3412-00-01 TO -circle 2.89 GPM 15' to le, © 3410-00-01 TT -circle 2.41 GPM 3408-00-01 H-circle 1.93 GPM Q 3406-00-01 T-circle 1.44 GPM O 3404-00-01 Q-circle .96 GPM -9 35 Pe l Toro 340 Series Plastic Ul/ 02 Nozzle Standard Stream Rotor 3416-00-02 F-circle 5.35 GPM Radius- © 3412-00-02 TO -circle 4.01 GPM 22 to 2ro © 3410-00-02 TT -circle 3.34 GPM O 340a-00-02 H-circle 2.6a GPM Ua 3406-00-02 T-circle 2.01 GPM 0 3404-00-02 Q-circle 1.34 GPM 16 35 PS 1 TORO 640 Series Stainless -steel 4" Pop-up Standard Rotor Pop -Up Heads 644-02-42 F-circle 12 GPM 52'R 0 643-02-41 Three Qtr-circle 155 GPM 4a'R Q 642-02-42 Half -circle 12 GPM 52'R 641-01-40 Quarter -circle 6.0 GPM 41'R 0 40 P51 ADDITIONAL ITEMS NOT SHOWN ON PLAN Buckner Quick coupler 3/4" install per 25020 3LT (01) detail. One required per point of connection, end of main, d at each cluster of valves. Wilkens Pressure reducing valve 1 1/2 0600 inch. install upstream of double check valve if required. Watts Bronze strainers 1 1/2 inch, 111 Series 1 install per detail. Mueller Shut off valve 1 1/2 inch, Mark 11 install per cleta i I. Or i sea I Carson Quick coupling No. -S10 valve DCVAS t Automatic valves Boxes No. - 1419, 1320, 1324, 1130 Remote Control Tech. Install at controller for 'ELM' Series Connect remote control operation NOTE: VERIFY MINIMUM 65 GPM AT &0 PSI AT POINT OF CONNECTION, NOTIFY LANDSCAPE ARCHITECT iF iF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF I.UOR K. GENERAL NOTES: 1. Locate all valves, pressure reducers, heads and other equipment within property lines and shrub beds. Verify property lines with owner. 2. Install all heads flush with finish grade and 2 inches back From all curbs and walks as indicated on irrigation schedule. 3. Sleeve all pipes shown crossing roadways, driveways, emergency access drives and sidewalks with class 200 PVC. Bury la" and project 15" into planting beds. Sleeve twice the diameter of insert pipe. Allow sufficient space for wiring. 4. Install all valves and point of connection in shrub beds. 5. Copper trace wire to be installed alone entire length of main line. r . All sprinkler heads and quick couplers to be installed on triple swing joints. 1. Main Line to be PVC Schedule 40± minimum 24" cover with clean fill. Lateral Lines (PVC Schedule Class 200)± min. size 3/4"± minimum cover iS" with clean fill. a. Provide (4) extra valve wires (yellow) routed From controller thru each valve box to the farthest valve of each mainline branch. Or one extra valve wire (yellow) to each valve. PMECT RE FAC # 00-0015 THESE PLANS CONFORM WITH THE CITY OF AUBURN'S PARKS DEPARTMENT MiNiMUM LANDSCAPE STAND DS - Approved By: Dote Approve RECORD DRAVWNG CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DA TE: TITLE/POSITION: - CONFIRMED BY CITY DA TE: THOt' i,45 REWS&TOW AND ASSOCIATES LANDSCAPE ARCI-11TECTURE SiTE PLANNING URBAN DESIGN SUITE 444, 911 WESTERN AVE., SEATiLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. REN&YfOIRF CERTIFICATE NO, 2W PROJECT TITLE L ,4<E L AND L iNEAR PARK LAKELAND, WA SHEET TITLE iRRIG,4TION LEGEND Na. DATE R€ViSION BY A A DATE JUNE 26, 2000 DESIGNED MIK DR,qUN MIK CHECKED TR SCALE 1 "- 16'- 0" TRA No. ".61 CAD FILE WA7s22 PROJECT LINEAR PARK SHEET No. L202 PF' So-) -7 o F -7 5HEET 6 OF 6