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HomeMy WebLinkAboutTahuya RV Landscape Irrigation Plans - BLD Plot / Site Plans - 9/29/2012• SHEET 1/9 SHEET 2/9 • SHEET 3/9 SHEET 4/9 • SHEET 5/9 SHEET 6/9 • • SHEET 1/3 • • SHEET 2/3 • TA V I -- COVER SHEET RFS LA\_,SCAPE A\ IRRIGATIDN PLANS PLANS DRAWN AT 1/32' = 1' SHEET 1 /9 2/9 3/9 4/9 5/9 6/9 7/9 8/9 9/9 DESCRIPTION IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION NOTES IRRIGATION DETAILS LANDSCAPE PLANTING PLANS PLANS DRAWN AT 1' = 50' SHEET L 1/3 2/3 3/3 DESCRIPTION PLANTING PLAN PLANTING PLAN PLANTING DETAILS RV R IRRI❑ATI❑\ PLA\S RT N.T.S. SW 1/4 SEC. 7, T. 23 N., R. 1 W., W.M. CALL BEFORE YOU DIG! CALL 2 WORKING DAYS BEFORE YOU DIG! 811 UTILITIES UNDERGROUND L❑CATION CENTER WWW.CALLBEFOREYOUDIG,COM PLAN SET SCHEDULE PLANTING 1/3 2/3 3/3 IRRIGATION 1/9 2/9 3/9 4/9 5/9 6/9 7/9 8/9 9/9 PLANTING PLAN PLANTING PLAN PLANTING DETAILS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION NOTES IRRIGATION DETAILS General Notes CY W CZ i CZ z 0 H c z 06Q L0_ 0_ U 0 z 0 1- WASHINGTON REGISTERED DRAWN BY: Frank W. Bushell, Sr. DATE: 9/29/12 DATE: CHECKED BY+ Frank W. Bushell, Sr, DATE: 9/29/12 OWNER: TAHUYA 4705 TAC EAST 98446 FOREST RV RESORT MILITARY ROAD ' MA, WASHINGT I N phone: 253-208-4350 No. Revision/Issue Date Firm Name and Address Landscape Architectural Services p.o, box 11134, Tacoma, WA, 98411 phone: 253-671-2221 email: f wblaseaol,com Project Name and Address TAHUYA FOREST RV RESORT XXX NE, MISSION WOOD DRIVE BELFAIR, WA, 98528 PARCEL 12307-33-00000 Project LANDSCAPE Date 9-29-12 Scale NTS Sheet T TITLE/COVER 1/1 ,Pv , General Notes ' '' ti1 PARCEL ,'' C��' " -' 100' rTtrc WELL -. 12307 3260000 PR P ( o _ - PADIUS CLASS 3 WELL SCAL_E: 1 - 5 ; FEET Illtrir aice' 1 Ilk _ .. lill �►1 .-�►� ATI' ::•:::.0 Jir I� + + �_ �► - 'Y A__I__I` +r<!x _'__f_ \AT VE ARE, TO B �►1 �, ��,�_ / �'.,r '- \ + + + + + .:• ►'► ASIEJIIII-'►_/ ►- 1►_/ ^ + + + -C B •/ / oy IMP+ + C , II 2 I— ` + a.I + + + + + + s .;. + + �. .. 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"� -��i_�' - .� GO° + + + \ c ,V , ++ o�' 0 O �c 1 +;++� ;, 3 ��, A,' \t�Di 1 C15 ' I c ,A 1 Phase II I a D A-c ,Bii •� 1 1 0' D D ' B C �' B r 3 o a c, s , , B' ,' , __ ,�C c1.r_,_ -. TE\T SIZE SITES, 20'X50' C PRIvITIVE A PHASE P I \ G AVG A I1 �B; E A. , - a 1 BA -'�A NATIVE 3E C 2 U\DISTUR3ED ❑ 1 oB�Oo �. ❑ B AREA T ❑ _ :. OWNER: // /TAHUYA // C 2 C,A A es- FOREST RV RESORT d t� f L.D ; i �A' A B gB \-•---___--\\ CD O (11 CO O CD CDTACOMA) '1' \ `3' O O O O 4705 MILITARY WASHINGTON PHONE:253-208-4350 ROAD EAST 98446 I—, 0 O LEGEND 0 CD. ESTIMATE OF QUANTITIES .l' CO li---.4 EXISTING TOPOGRAPHY .. DIRECTION OF WATER FLOW I ' CUT = 7500 CY 0-) 0-IN ` ) No. Revision/Issue Date - Wj - PROPOSED TOPOGRAPHY — EASEMENT LINE FILL = 5850 CY ���- - — • PROPERTY CORNER HC HANDICAP PARKING IR SOIL TEST PIT RECREATION SITES CALL BEFORE YOU DIG CALL 2 W❑RKING DAYS BEFORE YOU DIG! 811 UTILITIES thillt* Firm Name and Address Landscape Architectural Services s FF=480,0 FINISH FLOOR ELEVATION TP1 P1 78 CABINS O SOIL PERC L❑CATION CB6 PROPOSED TYPE I CATCH BASIN 69 RV PADS UNDERGROUND LOCATI❑N CENTER WWW,CALLBEF❑REYOUDIG,COM 11vice p O, 134, Tacoma, W A, 98411 15 TENT SITES S '� _ 1, 5 ., F� E E T 253-671-2221 PROPERTY LINE 3 RESIDENCES 165 TOTAL "ALE ,, phone: email: f wblas@aol,c01''1 Project Name and Address .. J U 10 �- J 0 TAHUYA FOREST XXX NE. MISSION BELEAIR, WASHINGT❑N PARCEL 12307-33-00000 RV RESORT WOOD DRIVE 98528 Project I_ --I I\DSCAPE Sheet Date 9-29-12 Scale 111 = 50' 2/ 3 PLANT MATERIAL LEGEND FOR GRASSES SYMBOL BOTANICAL NAME COMMON NAME • Calamagrostis acutiflora Feather Reed Grass O Deschampsla caespltosa Gold Pendant 101 Erlanthus ravennae Ravenna Grass 'Karl Foerster' 'Goldehange' a Festuca glauca 'Ell jaha Blue' Festuca • • Hakonechloa macro. Hakonechloa Hakonechloa macro. 'Aureola' Golden Hakonechloa Helictotrlchon sempervirens Blue Oat Grass Koeleria glauca Large Blue Hair Grass • Mlscanthus sinensis 'purpuracens' Flame Grass SIZE ROOT CONDITION 1 GALLON container 1 GALLON container 1 GALLON container 1 GALLON container 1 GALLON container 1 GALLON container 1 GALLON container 1 GALLON container 1 GALLON container NEAR VERTICAL. SIDES WITH IMPERMEABLE LINER MIRAFI FILTER FABRIC BETWEEN SOIL AND GRAVEL. GENERAL PLANTING NOTES 1. The landscape contractor shall be responsible for faMilerizing themselves with other site improvements prior to starting any work on the project, 2. The landscape contractor shall use caution while excavating to avoid disturbing any utility, If utilities are disturbed the contractor shall at once notify the general contractor, owner or anyone that would have interest in the disturbance. The landscape contractor shall call for a complete locate prior to start of work. 3, The landscape contractor shall be responsible for computing the correct quantities of' plant materials, amounts of materials such as soil, bark and any other required materials and labor etc. needed to complete the project. 4, Ground cover shall be planted in an equilateral triangular spacing pattern at the spacing shown on the plan set materials legend. Where ground covers abut a curb, walk or planting bed edge the minimum spacing to the edge is 12" from the center of the plant. 5. All sub -grades shall be set by the general contractor to 1/10th of an inch of finish grade less the depth of the specified imported topsoil depth. 6, A minimum depth of 4" three way imported topsoil shall be used in all planting areas. 7, Rototill all planting areas to a depth of 8" except areas that slope and tilling would jeoperdised stability 8, Provide a minimum depth of 2" comp -mulch in all new shrub beds, keep mulch off' plant trunk, 9, Fertilize all plantings with agro transplant fertilizer 4-2-2 per the manufacturers specifications, 10. Fertilize all plantings with agriform tablets per the manufacturers specifications. 11. All plant materials shall conform to the current edition of the A,A,N, standards for nursery stock. Any replacements of dead or damaged stock shall be completed at once. 12, The landscape contractor shall maintain the landscape durring and through construction and until final acceptance, 13, The landscape contractor shall guarantee and warantee all materials and workmanship for a period of one year and/or one complete growing season 1/2 EQUAL EQUAL .e•clg®•of• • plant•ing area plant TRIANGULAR SPACING DETAIL N.T.S. MULCH, USE SPECIFIED MULCH AT SPECIFIED DEPTH. TAPER MULCH TO PLANT TRUNK AREA. GROUND COVER ROUGH GRADE SPECIFIED TOPSOIL • // SHRUB AND GROUNDCOVER PLANTING RAIN GARDENS IORETENTION AREAS ET PLANTINGS CLEAN OUT N.T.S. _STANDARD CATCH BASIN, INLET AT LEAST 6" ABOVE LOW POINT OF PLANTED AREA, PONDING 6" TO 12" DEPTH MAXIMUM. II=1II—Tf=1I�II�I — I �' f11= L by=:16Y—.1Y—:w4,:�Y_:�6,:_1 =111T •=:.:—.i. • 1I,44.,411 �� I411_,11P,AP,,All_41, ,41P .,4/1.../I,,11P 1,4111:41PAPI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111 ft aAila-.��. 414WiZ AD.ZI-.� 6" DIA. PERFORATED PVC PIPE SURROUNDED WITH FILTER FABRIC 100 MINIMUM 6'' DEPTH OF PERMEABLE PLANTING SOIL 18" OR DEEPER TO SUPORT PLANTINGS --SANDY LOAM WITH PERCOLATION RATE GRATER THAN 5 INCHES PER HOUR AND LESS THAN 10" PER HOUR. MINIMUM 12" THICK UNDERDRAIN SYSTEM SHALL BE USED EXCEPT WHERE SOIL PERCOLATION RATE IS GREATER THAN 5 PER HOUR AND WHERE DEPTH TO GROUND WATER IS GREATER THAN 10 FEET. TO BIO Sw—DETENTION POND RAINGARDEN / BIORETENTION AREA NOT TO SCALE PLANT SYMBOL 0 PLANT MATERIAL LEGEND BOTANICAL NAME COMMON NAME PLANTED SIZE ROOT CONDITION Crataegus phaenopyrum 1-1/2" cal. B&B Washington Hawthorn 25' height x 20' drought tolerant & low water usage Acer buergeranum Trident Maple 20' height x 20' spread drought tolerant & low water usage Acer ginnala Amur Maple 20' height x 20' spread drought tolerant & low water Fraxinus latifolia Oregon Ash 40'-60' height x 30' spread drought tolerant & low water usage 1-1/2" cal. usage Pinus flexilis Vanderwolfs pyrimid pine 40' height x 20' spread drought tolerant & low water usage 1-1/2" cal. B&B Pinus contorta Shore pine 30'-30'height x 12' spread drought tolerant & low water Cupressocyparis leylandii Leyland Cypress 70' height x 12' spread drought tolerant & low water Tsuga heterophylla Western hemlock 70' height x 25' drought tolerant & Prunus laurocerasus Otto Luyken Cherry drought tolerant & low water 6' height B&B 6' height B&B usage 6' height B&B usage 6' height B&B usage 1-1/2" cal. B&B B&B 'Otto Luyken' 5 gallon container Laurel low water usage Viburnum tinus 'Spring Bouquet' 5 gallon container S. B. Laurustinus 5' to 6' moundinq drought tolerant & low water usage Rosa nutkana Noota Rose 5' to 6' mounding drought tolerant & low water Ilex crenata'Compacta' Compact Japanese Holly 4' to 6' mounding drought tolerant & low water usage 5 gallon container usage Mahonia aquifolium Oregon Grape Holly shrub 3' to 6' shrub drought tolerant & low water usage 5 gallon Osmanthus delavayi Delavay Holly Olive 4' to 6' shrub drought tolerant & low 5 gallon container 5 gallon container water usage Amelanchier alnifolia 5 gallon container Service Berry Large shrub to 20' height Physocarpus capitatus 5 gallon Western Ninebark Large shrub to 8' height drought tolerant & low water usage Arctostaphylos 'Emerald Carpet' Emerald Carpet Common Bearberry spreading plant at 24" on center drought tolerant & low water usage Hydroseeded lawn areas container 10"to 18" height, container RESTORATION PLANTS 1. Phase I, sqft. 2. Phase II, sqft. 3. Phase III, sqft. 4. Total restoration area, sqft. 5. Trees @ Canopy trees @1/400 sqft. = - 2 gallon 6. Shrubs, Evergreen & Deciduous @ 1/300 sqft. = A Cornus stolonifera - Red Twig Dogwood B Philadelphus lewisii - wild mockorange C Ribes sanguineum - Red Flowering Currant D i Spirea douglasi - Western Spirea - Thuja plicata 'Excelsa Cedar' Excelsa Cedar Acer circinatum - Vine Maple Cornus nutallii - Western Dogwood -1 gallon 7. Ground Covers @ 1/125 sqft. = - 4" pots L. Arctostaphylos Uva-Ursi - Bearberry • Mahonia nervosa - Trailing Oregon Grape ❑ Rubus parvifiorus - Thimbleberry 8. Native ground cover seed mix hand broadcast at the rate of one pound (1 #) per acre, # required 9. Grass seeded at the rate of three pounds (3#) per acre # pounds required, hand seed grass, use Barclay Lo Growth seed mix 10. RESTORATION PLANTINGS ARE TO BE INSTALLED AT ALL AREAS BETWEEN NEW CONSTRUCTION AND EXISTING AREAS THAT HAVE NOT BEEN GRADED. ALSO AREAS THAT BEAR RESTORATION SYMBOLES, SYMBOLS DO NOT REPRESENT INDIVIDULE PLANTINGS BUT REFER TO SQFT. REQUIREMENTS. PROVIDE A 4' DEEP WATERING BASIN. WATER IN THE TREE THEN REMOVE AFTER TREE IS WATERED IN THOROUGHLY TOPSOIL PER SPECIFICATIONS\ /.i.11111111111 111l11111l. PLANT PIT O I I-1 I I_ —I- T EXCAVATED TO —1-1/2 THE ROOTBALLES DEPTH AND 2I1-III TIMES THE WIDTH —j 11' PULL BACK 1/2 OF BURLAP AND CUT WIRE BASKET IF ATTACHED e- . 2-2'X2' FIR STAKES, PRE -STAINED BROWN. DRIVEN INTO STABLE ,//UNDISTURBED SOIL• PARALLEL, EVEN TOPPED & UNSCARRED 2- HOSE AND 12 GUAGE WIRE TIES NAIL WIRE TO STAKE TO STABILIZE FINISH GRADE / r-ROUGH GRADE HAND COMPACTED BACKFILL MIX MOUNDED TO SUPPORT THE TREE ROOT BALL CROWN 1' ABOVE THE FINISH GRADE WHILE BEING BACKFILLED WITH THE SPECIFIED BACKFILL MIX AGRIFORM FERTILIZER TABLETS QUANTITY PER MANUFACTURE'S SPECIFICATIONS DECIDUOUS TREE PLANTING AND STAKING DETAIL MULCH USE SPECIFIED MULCH AT SPECIFDOf DEPTH TAPER DEPTH TO PLANT TRUNK TOPSOIL PER SPECIE' N•T,S• PROVIDE A 4' DEEP WATERING BASIN MNND SHRUB. VATER IN THE SHRUD THEN REMOVE BASIN FINISH GRADE —ROUGH GRADE 111-111-1 11=1 PLANT PIT _I EXCAVATED TO 2 TIMES THE ROOTBALL DEPTH AND 3 TIMES THE WIDTH -'Il III II PULL BACK 1/2 OF INgLAP AND CUT WIRE BASKET IF ATTACHED li lit_ 1-1 HAND COMPACTED BACKFILL MIX MOUNDED TO SUPPORT THE TREE ROOT BALL CROWN 1' ABOVE THE FINISH GRADE VHILE BEING BACKFD-LED WITH THE SPECIFIED BACKFILL MD( INXFILL NIX PER SPECIFICATIDNS AGRIFORM FERTILIZER TABLETS QUANTITY PER MANUFACTURE'S SPECIFICATIONS SHRUB PLANTING DETAIL copyright One Leaf Publishing Co. N,T.S. DECIDUOUS AND EVERGREEN General Notes OWNER: TAHUYA 4705 TAC❑MA, PHONE: R T STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT V J I 1 I CY > __I n III 1---- n v) III r 1 LL C C ) 1--- FOREST RV RESORT MILITARY ROAD EAST WASHINGT■N 98446 253-208-4350 No. Revision/Issue Date Firm Name and Address Landscape Architectural Services pio,box 11134, Tacoma, WA, 98411 phone: 253-671-2221 email: f wblas@aol,com Project Nome and Address TAHUYA FOREST RV RESORT XXX NE. MISSI❑N WOOD DRIVE BELFAIR, WASHINGTON 98528 PARCEL 12307-33-00000 Project L_A\2SCAPE Sheet �/ Date 9-29-12 Scale \ TS / IRRIGATION EQUIPMENT SCHEDULE ' / SYMBOL MANUFACTURE MODEL BODY NOZZLE PSI GPM SPACING 200 5 / ' / ' General Notes 4--I--)RAINBIRD PEB SERIES, ELECTRIC REMOTE CONTROL VALVES, SIZE AS NOTED ON PLAN ' F H RAINBIRD 2045-PJ MAXI -BIRD 10LA 25 3.40 25'RADIUS `-i-' INSTALL WITHIN VALVE BOXES PER DETAILS AND NOTES 6 6 6o rr-. / / W Lt7 WO = N NOTE; MAXI USE OF NATURALIZATION BIRD TO BE SET ON THIS INSTALLATION THEN USED AS STAKED 18" RISERS, LATERAL IS TO WATER RESTORATION WET ZONE WATERING.7 PIPING TO BE SET PLANTINGS TO THE ON GRADE. POINT OF 4--,--,RAINBIRD, XCZ-100-B-COM, MEDIUM FLOW COMMERCIAL CONTROL ZONE KIT WITH / / D1 BASKET FILTER. / /4-4 / / 1.--- W zo o < (/)THE coz LLJ 1- w W ' ' ANK WILLI/ CERTIFICAT H =/ a = �j r HUNTER MP3000 VARIES BLUE 25 .89 VALVE PLAN NOTATION SYMBOL / / 25' RADIUS pr., 1 -20 = CLOCK # & VALVE # / v/ PTA 1 - 20 =CLOCK # &VALVE # 4`-.;--'4 XCZ - 100 -B- COM VALVE ' 1-1/2" =VALVE SIZE ' , ' ' v~i 3 o Z t NOTE: THE HUNTER MP ROTATOR HEADS SHALL BE SET ON STAKED 18" RISERS WITHIN OPEN SHRUB 4--,--> "� DRIP ZONE / / -' 8" POP-UP BODIES WITH FACTORY ',I, 25,00 = GALLONS PER MINUTE DRIP / / / BED AREAS. INSTALLED CHECK THE HEAD SHALL BE PLACED WITHIN HUNTER 06-CV VALVES IF LOCATED ALONG, ROADWAYS, PATHS, ADJACENT TO BUILDINGS ETC. / / CALL BEFORE Y ❑ U DIG! CALL / / E W❑RKING DAYS POC. POINT OF CONNECTION, CONNECTION POINT TO BE AFTER WELL PUMP AND AS DIRECTED / / BEFORE YOU DIG! AND WATER DISTRICT GOVERNING AGENCIES. S YYY MAINLINE, NOT TO TRENCH THE STREET AREAS ONLY. ALL PAVED CLASS 200 P.V.C., MINIMUM DEPTH 18" SOIL COVER. CARE SHALL BE TAKEN WITHIN DRIP LINE OF ANY RETAINED TREES. MAINLINE IS SHOWN RIGHT OF WAY FOR CLARITY ONLY AND SHALL BE PLACED WITHIN PLANTING AT THE TIME OF DESIGN THE SITE IN A NATURAL CONDITION & UN -GRADED. AREA CROSSINGS SHALL BE SLEEVED WITH 6" SCHEDULE 40 PVC SLEEVING. BY THE WATER ENGINEER / WITHIN / CONTROL CLOCKS; RAINBIRD ESP -MC SERIES, ESP-36MC IN ESP-365S PEDESTTALS V CLOCK #1 - 40 ST„ #2 - 40 ST., #3 - 40 ST, #4 - 40 ST„ #5 - 8 ST. / 811 / UTILITIES UNDERGROUND r L❑CATI❑N CENTER ' WWW,CALLBEF❑REY❑UDIG.C❑M SIZE PIPE AS FOLLOWS 0 TO 10 GPM - 3/4" 11 TO 15 GPM = 1" LATERALS, CLASS 200 P.V.C., MINIMUM DEPTH 12" SOIL COVER. CARE SHALL BE TAKEN / /� 16 TO 25 GPM = 1-1 /411 4110---- NOT TO TRENCH ALL PAVED ...... ,,, WITHIN DRIP LINE OF ANY RETAINED TREES. AREA CROSSINGS SHALL BE SLEEVED WITH 4" CLASS 200 PVC SLEEVING. / ' 0 20 60 26 TO 35 GPM = 1-1/2 RAINBIRD) END OF EACH • N TUBING. USE A RAINBIRD MDCFPCAP FLUSH CAP AT RUN OF TUBING. STAK RAINBIRD TIE-DOVVN STAKE THE / / 36 TO 55 GPM = 2" MODEL # ALL PAVED TDS-050 W/BEND AREA CROSSINGS SHALL BE SLEEVED WITH 2" CLASS 200 PVC SLEEVING. / ' 10 4 80 56 TO 80 GPM = 2-1/2" INSTALL . RAINBIRD * 1/4" * 1/4" 1 " DEFF ONE OUT LET PER SHRUB AND TWO PER TREE OF THE FOLLOWING: XERI-BUG EMMITER XB-10PC, 1.0 GPH INTO XT-700 TUBING, VINYL DISTRIBUTION TUBING DT-0 TUBING STA CAP DBC-025-PPL I / � �" /', / • we _.•, ARH T - :':':::': :: 5_.._.._.._. T I V ,. ,' • �- ' - a a a �. .- r,�><•,:soilmaw BH \DIET D +. ,;,...:. �, FRB ____�-- , &)... t�,: PP❑P❑SED ,..•• � I rzi/.\ ---�r,L--; I CLASS W E I_ co �` L • 1 ' ' \I I Phase II _ ;, ..... Li_ I I Phase I I, ■��,� ,� N a! j .... , -- /. ,,, - a H I ... o / 1-94• 11 ''• CO NTROLER , , I :, / / — / 8 (-- H _ .._, cu rim ,b, / ' 1-8 i • h II , / 1-1/4' i ZF . / �t/cc, i' 213 � F F , ad , I QM Al hp ' / 8 1 L u, • My ,4„..i.`�� / / ...,' , ...7 • OWNER: ]-1 , i �' i TAHUYA FOREST RV RESORT ...... ,' U U C) C) :. t 1 T Z ! 4705 MILITARY ROAD EAST :':.. �' Z :. ;:% ::..; •••I, '' '� 1 has .. :::::: •j Phase I aN ! { �'` f • TAC❑MA, WASHINGT❑N 98446 PHONE: 253-208-4350 a ' -7 11--LitII1lit• . f 11,�l� '�. %ram_... I 1 f f f f f 3 .. tQ� .. . •-._• • - - — Eli DRIP - .� DRIP CONPOLERN No Revision Issue Date SW] / �' / yam' ., ..�/ I I I _.._.._.._.. I _ ._.._ _..ii,.i .._.._..,_•-.- • •I A. Firm Name and Address Mtn I_ - d �� Landscape Architectural - _.._.._ ._.._.._.._.._.._.._ II glill 10111111 phase I ; r� �I I 0��"�--- Services I ._.._.._.._.._.._.._.._.._. _.._.._.._. i may_ i ` ,� : ,� N p,o.box 11134, Phase I - : .-��! ---- «� N Iacono. WA, 98411 �-- I i N ,' , ---- ------rir"-------iTh------It r , .., . AI I , I Lam_ 1 phone 253-671-2221 ! '_ ' i I ._. I email: -Ewblas@aol,corn ' M H i • M M M , , , .N' N Nam ; ... • ' OFFICE , N '' �`.. f • : y N• F F . - iir, i 'F If ► Project Name and Address TAHUYA FOREST RV RESORT I ,,,____EpA•Z'••-., // i • l • ; y ��, XXX NE. MISSION WILD DRIVE ,� = / S i ,. �......... a I. ! 2! 0 BELEAIR, WASHINGT❑N 98528 � • °-' f 2 0 • '••;• •""' •• ' • \IBRAIIII - PARCEL 12307-33-00000 .* Or 19 f r 1-13 l' AliPbSik i y I Project Sheet .. • \ I- R I-- A ;• I • �► 1 �/ I I I I Date I _V I. ........... �1 � _ �. �.: /10,'"`‘,,,,,,,s,,,,,,,,:k„,.,,,,,,,,,� 3�;� Scale 1 Bh IC E.111 - • .. r IO.i� , 1 g . IBMS \DISTRB Phase P0' o I TL PEE!' CONiROLER 14 X\ 13.80� A r PATHWAY RAIN GARDEN CALL BEFORE YOU DIG! CALL 2 WORKING DAYS BEFORE YOU DIG! 811 UTILITIES UNDERGROUND LOCATION CENTER W W W,CALLBEFOREYOUDIG,COM 3-2T 1-1v2 PIITIN [tLr+I SIZE PIPE AS FOLLOWS 0TO 10GPM = 3/4" 11 TO 15 GPM = 1" 16 TO 25 GPM = 1-1/4" 26 TO 35 GPM = 1-1/2" 36 TO 55 GPM = 2" 56 TO 80 GPM = 2-1/2" General Notes OV OWNER: TAHUYA 4705 TACOMA, PHONE: _ C RV RESORT ROAD EAST 98446 =NH co co O Z po Z L.L. O FOREST MILITARY WASHINGT❑N 253-208-4350 No. Revision/Issue Date Firm Name and Address Landscape Architectural Services p,o,box 11134, Tacoma, WA. 98411 phone: 253-671-2221 email: £wblas@aol,corn Project Name and Address TAHUYA FOREST RV RESORT XXX NE, MISSIIN WIOD DRIVE BELFAIR, WASHINGT❑N 98528 PARCEL 12307-33-00000 Project IR IGATI\ Sheet 2/9 _ Date 9-29-12 Scale 1/32"=1' iWI General Notes -1 o = D �I D I= n o = Z ��/� Z El ul /� D. H \7 R) n -9 U-I (11 O W D D AD a7 CO Z STATE OF 1 WASHINGTON -N -I ° < CA) p D REGISTERED Ul Z d LANDSCAPE ARCHITECT o m ITl CO D -N FRANK WILLIAM BUSHELL CERTIFICATE NO. 255 No. Revision/Issue Date Firm Name and Address Landscape Architectural Services p.o,box 11134, Tacoma, WA, 98411 phone: 253-671-2221 email: fwblas@aol,com Project Name and Address TAHUYA FOREST RV RESORT XXX NE. MISSION WOOD DRIVE BELFAIR, WASHINGTON 98528 PARCEL 12307-33-00000 Project I RI"ATIIN Date 9-29-12 Scale 1/32u=1/ Sheet 3/9 11-43 Feril Phase I 10 MRCP 'Phase ill General Notes _0_1_, _, ,, „.,, ,,. , 47/-A7 on o z z o �n Aj Q - D3 D t� Tl U1 ill 0 W D D TJ I z -I 0 STATE OF CO z WASHINGTON -P 0 ` REGISTERED W 0 D Cn z LANDSCAPE ARCHITECT d o Frim D V) No. Revision/Issue Date Firm Name and Address Landscape Architectural Services p.o,box 11134, Tacoma, WA, 98411 phone: 253-671-2221 email f wblas@aol,com Project Name and Address TAHUYA FOREST RV RESORT XXX NE, MISSI❑N WOOD DRIVE BELEAIR, WASHINGT❑N 98528 PARCEL 12307-33-00000 Project IR IGATIO\ Date 9-29-12 Scale 1/32 =1' Sheet 4/9 MAI HEM Ow CI CnrIM Fes. ume kl es 0= =e IgM WEND II W 1 11,1 IF�1 1 Falt r.e 1 .• .1 TROLER • CALL BEFORE YOU DIG! CALL 2 WORKING DAYS BEFORE YOU DIG! 811 UTILITIES UNDERGROUND Phase II E\TI-\ PO\D C RE\TIO\ PO\D 3 Phase III Phase II 3 • • • / ARC \DIST1 • / / / TENT C( (15) 20' SIZE PR SITES, General Notes LL 0 WASHINGTON REGISTERED LANDSCAPE ARCHITECT WILLIAM BUSHELL CERTIFICATE NO. 255 ❑WNER: TAHUYA FOREST RV RESORT 4705 MILITARY ROAD EAST TAC❑MA, WASHINGT❑N 98446 PHONE: 253-208-4350 No. Revision/Issue Date Firm Name and Address Landscape Architectural Services p,o,k)ox 11134, Tacoma, WA, 98411 phone: 253-671-2221 email f wlolas@aol,com Project Name and Address TAHUYA FOREST RV RESORT XXX NE, MISSI❑N WOOD DRIVE BELEAIR, WASHINGT❑N 98528 PARCEL 12307-33-00000 Project TRRT[ATT, Date 1-29^12 Scale 1/32"= Sheet 1 5/9 v ./ w er- TE\T CAVPI\G AREA, (15) 20'X50' AVG, SIZE PRIMITIVE SITES, PHASE I, 10 20 4 0 60 80 Phase III CONTROLER CALL BEFORE YOU DIG! CALL 2 WORKING DAYS BEFORE YOU DIG! 811 UTILITIES UNDERGROUND LOCATION CENTER CONTROLER General Notes • 0 1- WASHINGTON REGISTERED LANDSCAPE ARCHITECT J J to W 0 I N Do mZ 2 w J V § OE Y cc G` w ¢ 0 W OWNER: TAHUYA FOREST RV RESORT 4705 MILITARY ROAD EAST TAC❑MA, WASHINGT❑N 98446 PHONE: 253-208-4350 No. Revision/Issue Date Firm Name and Address Landscape Architectural Services p,o,box 11134, Tacoma, WA, 98411 phone: 253-671-2221 email: f wblas@aol,com Project Name and Address TAHUYA FOREST RV RESORT XXX NE. MISSI❑N WOOD DRIVE BELFAIR, WASHINGT❑N 98528 PARCEL 12307-33-00000 Pmj.?C RI�ATI Date 9-29-12 Scale 1/32"=1' Sheet 6/9 E 20' D/C (TYP,) TAPE & BUNDLE CONTROL WIRE AROUND 1/2' PIPE (TYP.) 'SNAP TITE' CONNECTORS & EXPANSION COILS, 15 WRAPS ADAPT TO LATERAL LINE ELECTRIC VALVE (PER LEGEND) I— FINISH GRADE 1/2' IN TURF, 2' IN GROUND COVER 'BROOKS' CONCRETE VALVE BOX WITH HINGED, LOCKABLE, CAST IRON TOP (OR EQUAL) GALV. ELL 2'X4' REDWOOD FRAME 4' PEA GRAVEL I \ CONTROL WIRE (TYP,) TO CONTROLLER GALV, NIPPLE (TYP,) MAIN LINE WITH TEE OR ELL SLIPXSLIPXFIPT COMMON WIRE TO OTHER VALVES CONTROL WIRE TO OTHER VALVES AUTOMATIC VALVE 2' D❑MESTIC GATE VALVE TAP INT❑ D❑MESTIC WATER SERVICE D❑MESTIC SERVICE LINE WATER SERVICE MAIN LINE FEBC❑ 850 DOUBLE CHECK VALVE 2° size HEAVY DUTY GALV. STEEL PUNCH LOCK FASTENER (2 REQ'D) 1/2'X30' GALV. STEEL STAKE GALV. STEEL/ BROWN LINE PVC LATERAL LINE PIPE INSTALLED ON GRADE r 11 Lii10= I 11=1i 1=111=1 11=111= I I� 11=11 NOTE: WHEN USING BROWN UNE PVC ON GRADE, SECURE PIPE TO SLOPE W/BROWN UNE STAKES PER MANUFACT- URES RECOMMENDATION. SHRUB HEAD ANTI -DRAIN VALVE (PROVIDE AS NECESSARY) PVC SCH. 80 NIPPLE 18' LONG #4X24' REBAR ROD WITH "J' HOOKED RADIUS AT ONE END TO HOLD PIPE SECURELY IN PLACE. INSTALL 10' 0.C. HEAD ON SLOPE FINISH GRADE WILKINS 550 PRESSURE REGULATION VALVE IF STATIC PRESSURE IS IN EXCESS OF 80PSI 3/4" DRAIN VALVE 1° QUICK COUPLER VALCE MAIN LINE WATER FLOW TO ZONE VALVING IRRIGATII\ P❑I\T _E Cfl\\ECTI-\ 1/2' '1'lUri' 12"MIN. FINISH GRADE HI POP SHRUB HEAD PVC STREET ELL LATERAL UNE WITH PVC TEE OR ELL SCH. BO NIPPLE DOUBLE SWING JOINT 2 EA. PVC STREET ELLS 6" POP—UP SHRUB / LAWN SPRINKLER PLACED AT WALKS, PATHS, PAVED EDGES 3,, MIN HEAVY DUTY GALV. STEEL PUNCH LOCK FASTENER (2 REQ'D) 1 /2'X30" GALV. STEEL STAKE 6" MIN GALV. STEEL/ BROWN LINE PVC LATERAL UNE PIPE INSTALLED ON GRADE n n n NOTE: WHEN USING BROWN LINE PVC ON GRADE, SECURE PIPE TO SLOPE W/BROWN LINE STAKES PER MANUFACT— URES RECOMMENDATION. 11 f 111=1111= \ / GEAR DRIVEN SHRUB ROTOR OR POP—UP ANTI —DRAIN VALVE PVC SCH. 80 RISER NIPPLE 18' LONG FINISH GRADE —111=111-=11 k 11=I 111= 11=1=11=111=1 1= #�X24" REBAR ROD WITH "J' ROWED -- RADIUS AT ONE END TO HOLD PIPE SECURELY IN PLACE. INSTALL 10' 0.C. HEAD ON SLOPE 8 Ja FE3C0 v O3EL 850 Double Check Assembly Pit Installation MIN t SCH. 80 PVC NIPPLE MARLEX STREET ELBOW PVC STREET ELBOW PVC TEE OR ELBOW PVC LATERRAL NOTE USE NON -LEAD PIPE DOPE ON ALL SWING JOINT THREADS SHRUB SPRAY PER PLAN �II�III-" -11 STEM RISER FINISH GRADE FLOW METER INSTALLATION Rectangular Valve Box Master Valve 8' Of Pea Grovel In Valve Boxes Blue White — Minimum Upstream Distance 10 x Flow Meter Size oho FLOW METER Pipe Sizing Chart F.M. Upstream Downstream Length Size Length 1' 1.25' 1,5 2' 3' 10' 12.5' 15' 20' 30' 5' 6.25' 7,5' 10' 15' Black Wire Harness Waterproof Electrical Connectors (do not use pre -filled type connectors) Calsense Flow Meter $0Q00 ODQO oo 00 o$°' Mnlnum Downstream Distance 5 x fax Meter Size 12'X18' PLASTIC BOX (GREEN) AND COVER WLOCKABLE TOP (PLACE AT RIGHT ANGLE TO HARDSCAPE EDGE IF APPUCABLE) GATE VALVE CONTROL AND NEUTRAL CONDUCTORS FINISH GRADE BACKFILL SPRINKLER LATERAL MAIN SUPPLY LINE NOTEI CONTROL AND NEUTRAL CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 18' EARTH COVER PIPE DEPTH GALV. STEEL/ BROWN LINE PVC LATERAL LINE PIPE INSTALLED ON GRADE NOTE: WHEN USING BROWN LINE PVC ON GRADE, SECURE PIPE TO SLOPE W/BROWN UNE STAKES PER MANUFACT— URES RECOMMENDATION. FINISH GRADE I= I I=11=III 111=1 I I 111=III—I 111=111 —1 11 #4X24' REBAR ROD WITH 'J' HOOKED RADIUS AT ONE END TO HOLD PIPE SECURELY IN PLACE. INSTALL 10' 0.C. PIPE ON SLOPE 'PLASTIC` VALVE BOX RAINBIRD OR EQUAL WICK COUPLER W/LOCK TOP AND RUBBER COVER FLUSH IN TURF AREAS 2' IN GROUND COVER AREAS FINISH GRADE 3/4' GALV. NIPPLE IRON L ONG X 1' STAKE W/�ANGLELV. 2 S.S. BNS GALV. ELL & GALV. STREET ELL 3/4' X6' GALV. NIPPLE PVC 1.� WITH GALV. STREET OR ELL ON ELL IN UNE 1 QUICK COUPLER SYMBOL F H S IRRIGATION EQUIPMENT SCHEDULE MANUFACTURE MODEL BODY RAINBIRD 2045-PJ MAXI -BIRD NOZZLE IOLA PSI 25 GPM 3.40 SPACING 25' RADIUS NOTE: MAXI BIRD TO BE SET ON STAKED 18' RISERS, LATERAL PIPING TO BE SET ON GRADE. THE USE OF THIS INSTALLATION IS TO WATER RESTORATION PLANTINGS TO THE POINT OF NATURALIZATION THEN USED AS WET ZONE WATERING. ICY HUNTER MP3000 VARIES BLUE 25 .69 25' RADIUS NOTE: THE HUNTER MP ROTATOR HEADS SHALL BE SET ON STAKED 18" RISERS WITHIN OPEN SHRUB BED AREAS. THE HEAD SHALL BE PLACED WITHIN HUNTER 06-CV 6" POP-UP BODIES WITH FACTORY INSTALLED CHECK VALVES IF LOCATED ALONG, ROADWAYS, PATHS, ADJACENT TO BUILDINGS ETC. MAINLINE, CLASS 200 P.V.C., MINIMUM DEPTH 18" SOIL COVER. CARE SHALL BE TAKEN NOT TO TRENCH WITHIN DRIP LINE OF ANY RETAINED TREES. MAINLINE IS SHOWN WITHIN THE STREET RIGHT OF WAY FOR CLARITY ONLY AND SHALL BE PLACED WITHIN PLANTING ARE AS AS ONLY. AT THE TIME OF DESIGN THE SITE IN A NATURAL CONDITION & UN -GRADED. ALL PAVED AREA CROSSINGS SHALL BE SLEEVED WITH 6" SCHEDULE 40 PVC SLEEVING. LATERALS, CLASS 200 P.V.C., MINIMUM DEPTH 12" SOIL COVER. CARE SHALL BE TAKEN NOT TO TRENCH WITHIN DRIP LINE OF ANY RETAINED TREES. ALL PAVED AREA CROSSINGS SHALL BE SLEEVED WITH 4" CLASS 200 PVC SLEEVING. RAINBIRD XT- 700 DISTRIBUTION TUBING. USE A RAINBIRD MDCFPCAP FLUSH CAP AT THE END OF EACH RUN OF TUBING. STAKE DOWN TUBE WITH RAINBIRD TIE -DOWN STAKE MODEL # TDS-050 W/BEND ALL PAVED AREA CROSSINGS SHALL BE SLEEVED WITH 2" CLASS 200 PVC SLEEVING. INSTALL ONE OUT LET PER SHRUB AND TWO PER TREE OF THE FOLLOWING; *RAINBIRD XERI-BUG EMMITER XB-10PC, 1.0 GPH INTO XT-700 TUBING. 1/4" VINYL DISTRIBUTION TUBING DT-025 *1/4" TUBING STAKE TS-025 * DEFFUSER BUG CAP DBC-025-PPL 25.00 LIJ RAINBIRD PEB SERIES, ELECTRIC REMOTE CONTROL VALVES, SIZE AS NOTED ON PLAN INSTALL WITHIN VALVE BOXES PER DETAILS AND NOTES 1' \ -�- RAINBIRD, XCZ-100-B-COM, MEDIUM FLOW COMMERCIAL CONTROL ZONE KIT WITH 7 BASKET FILTER. POC. VALVE PLAN NOTATION SYMBOL �11 1 - 20 = CLOCK # & VALVE # 1-1/2" = VALVE SIZE 25.00 = GALLONS PER MINUTE LIJ DRIP 1 - 20 = CLOCK # & VALVE* XCZ - 100 -B- COM VALVE DRIP ZONE POINT OF CONNECTION, CONNECTION POINT TO BE AFTER WELL PUMP AND AS DIRECTED BY THE WATER ENGINEER AND WATER DISTRICT GOVERNING AGENCIES. CONTROL CLOCKS; RAINBIRD ESP -MC SERIES, ESP-36MC IN ESP-36SS PEDESTTALS CLOCK #1 - 40 ST., #2 - 40 ST., #3 - 40 ST. #4 - 40 ST., #5 - 8 ST. SIZE PIPE AS FOLLOWS 0TO 10GPM = 3/4" 11 TO 15 GPM = 1" 16 TO 25 GPM = 1-1/4" 26 TO 35 GPM = 1-1/2" 36 TO 55 GPM = 2" 56 TO 80 GPM = 2-1/2" CONTACT: SCOTT CARINGELLA WITH RAIN BIRDLa1(949) 2943083 FOR PRICE QUOTATION AND DISTRIBUTION INFORMATION QUOTE NUMBER &JOB NAME: RAIN BIRD MODEL: CHIE 8-20s MAXIMUM SYSTEM DEMAND (GPM): INLET PRESSURE (PSI/FEET OF HEAD): PRESSURE SET POINT -DISCHARGE PRESSURE (PSI/FEET OF HEAD): PRESSURE BOOST (PSI/FEET OF HEAD): MOTOR HORSE POWER(HP): 1.5 Hp MOTOR POWER REQUIRED (PHASE/VOLTAGE): 1 Phase / 230V JOB SITE POWER AVAILABLE: CURRENT DRAWN: TRNSFORMER REQUIRED: PHASE CONVERTER REQUIRED: ENCLOSURE: OPTIONS: Rain Bird Pumps CHIE Series PACKAGED WATER BOOSTER PUMP SYSTEM SPECIFICATION The packaged water booster pump system shall be a standard product of a single pump manufacturer. The manufacturer of the packaged pump system shall also be the manufacturer of the pumps. Non standard, "one of a kind' packaged pump systems shall not be considered equal. The packaged water booster pump system shall be Rain Bird Model CHIE4-20 PLUS. The complete packaged water booster pump system shall be certified and listed by UL far conformance to U.S. and Canadian Standards. Systems that have only the sub- assemblies certified and listed by UL far conformance to U.S. and Canadian Standards and/or UR and/or cUR recognized components shall not be considered equal. The packaged pump system shall use advanced variable frequency drive and electronic controller technology to maintain a constant pressure of 5055 PSI to a maximum flow of 20 GPM. Minimum supply pressure shall be 25 PSI. Pump systems that use pump control valves or pressure reducing valves to maintain a constant water pressure shall not be considered equal. The maximum duty point of each pump shall be 20 GPM @ 77 TDH. The system power shall be 230 volts, single-phase. The pump shall be Rain Bird Model CHIE4-20 PLUS. 316SS pump sleeve, intermediate chamber, guide vanes, impellers, suction interconnector, spline shaft, and cover plate with cast iron motor adapter, and painted steel base plate. Mechanical shaft seal rubber bellows configuration with silicon carbide seal faces, and EPDM elastomers. TEFC MLE squirrel cage motor with the variable frequency drive, PI controller, and user interface integrated into the motor housing providing system pressure, set point adjustment via plus and minus button. Integrated user interface provides pump status, visual fault and alarm indication with over -current, over/under temperature, and over/under voltage protection of MLE motor. The entire packaged pump system shall be mounted on a 304 stainless steel fabricated skid. Concrete pad shall be provided by the contractor per geotechnical report. Pump package and enclosure shall be secured to the concrete pad using 316SS Blue Tip Wedge Bolts. Type "L" copper suction and discharge piping with liquid filled pressure gauges, discharge stainless steel pressure transducer with a 4-20 ma output. The pressure transducer shall be factory installed and wired. Isolation valves shall be installed on the suction and discharge of each pump. A check valve shall be installed on the suction of each pump. All systems shall be factory tested for performance and hydrostatic tested to 300 PSI. Verified Factory Performance Tests and Witness Factory Performance Tests shall be options provided by the system manufacturer. ** NOT FOR CONSTRUCTION ** RAIN BIRD —MODEL CHIE 8-20s 1.5HP—(1)PHASE 230V MOTOR 4. • e. 4 O a ® pow O 1'■■ir I a O . 0 .'...*©I Ir I?vii -j ■Irnl�-._ii■II'! 1--- i ■� C6 4)WI 4 ALL DIMENSIONS ARE IN INCHES RAIN BIRD CHIE SERIES PUMP SYSTEM ITEM DECRIPTION 1 CHIE PUMP SEE WRITTEN SPECIFICATION 2 INLET ISOLATION VALVE 1-1/2" FULL PORT. ASTM CFBM/PTFE 3 DISCHARGE ISOLATION VALVE 1-1/2' FULL PORT. ASTM CFBM/HII-L 4 CHECK VALVE WATTS 303 SS 5 PRESSURE TRANSDUCER 4-20 mA SIGNAL, 316SS 6 INLET PRESSURE GAUGE LIQUID FILLED. ABS/BRASS 7 DISCHARGE PRESSURE GAUGE LIQUID FILLED. ABS/BRASS 8 TANK PRESSURE TANK 9 SWITCH BOX NEMA 3R, LOCKABLE IN OFF POSRION 10 SWITCH BOX SUPPORT BRACKET 304SS 11 BY-PASS ISOLATION VALVE 1-1/2' FULL PORT. ASTM CFBM/PTFE 12 UNIONS BRASS 13 ENCLOSURE MARINE GRADE ALUMINUM 14 BRASS RISER SIZE DETERMINED AND SUPPUED BY CONTRACTOR 15 FAN SUPPUED BY ENCLOSURE MANUFACTURER General Notes gb O O 1— ,_ _ o Q N Z Q __.1CK RV RESORT ROAD EAST 98446 J 0 = N „, . O 0] Z Mw J U Q U caw >14\\\ iii Pi Q = FOREST MILITARY WASHINGTON OWNER: TAHUYA 4705 TACOMA, PHONE: 253-208-4350 No. Revision/Issue Date Firm Name and Address Landscape Architectural Services p,oibox 11134, Tacoma, WA, 98411 phone: 253-671-2221 email: f wblas@aol,com Project Name and Address TAHUYA FOREST RV RESORT XXX NE, MISSION WOOD DRIVE BELFAIR, WASHINGT■N 98528 PARCEL 12307-33-00000 Project IRRIGATI❑IN Sheet 7 /9 Date 9-29-1 Scale \TS General Notes U 6 Vz w cc �' Q W u7 2 Ln N m Z w IRRIGATION SPECIFICATIONS < Q = Q I. SCOPE OF WORK4.01 C. Piping on Slopes: z z w The included in these specifications shall consist of the furnishing of all labor, tools, machinery, 0. Inspection of Work: "Brownline" Q cc v work 1. All piping on sloe face or at topof sloe shall be (UV)pipe and shall P P 9 P P P P 1. Installation and operations must be approved bythe Owner and/or Landscape materials, appliances, and processes required for the installation of a complete landscape irrigation be secured on surface as indicated on detail. P PP / P VII. EQUIPMENT TO BE FURNISHED Architect. u_ system herein specified and shown on the accompanying drawing(s). 2. Pipe which crosses concrete drain benches shall be placed over the surface. Under no 2. Prior to commencing work the Contractor shall arrange a meeting with the A. Supply as a part of this contract the following tools: II GENERAL REQUIREMENTS circumstances will pipe be placed beneath concrete benches. Landscape Architect, at which time the Contractor will be informed specific 1. Two (2) sets of special tools required for disassembling D. Joining of Pipe -The Contractor is responsible to be familiar with anyand all methods of instructions required and the method of calling for such inspections as the individual removing, and adjusting A. Intent The intent the drawings specifications is to indicate and specify a complete p each type of sprinkler and valve supplied on this - of and work is completed. project. and efficient sprinkler irrigation system ready for use in accordance with the manufacturer's assembling, joining, and installation of the various types of pipe to be used. He will recommendations; and, meeting the approval of the Owner's authorized representative without adhere in strict accordance with manufacturer's recommended guide. If during any 3. In no event shall the Contractor cover up or otherwise remove from view any work 2. Two (2) five foot valve keys for operation of gate valves. further cost of labor and material to the Owner. phase of the work the Owner's representative finds that the Contractor or any of under this contract without prior approval of the Landscape Architect. Any work his workmen are not familiar with the recommended procedures, the Contractor covered prior to inspection shall be opened to view by the Contractor at his 3. Two (2) keys for each automatic controller. B. Verification of Dimensions - All plot dimensions are approximate. Before proceeding with shall arrange with manufacturer of the particular product for the services of a expense. anywork, the Contractor shall carefullycheck and verifyall dimensions and shall report an qualified manufacturers representative to instruct workmen in the proper P Y 4. In the event the Contractor requests inspection of work and said work is incomplete, 4. Six (6) quick coupler keys and matching hose swivels for each type of quick variations to the Owner's authorized representative. recommended procedures. q pcoupling valve installed. the Contractor shall be responsible for inspection cost. C. Explanation of Drawings - Due to the scale of drawings, it is not possible to indicate all E. Flushing of System: B. The above mentioned equipment shall be turned over to the Owner P pipe P Before final inspection can occur, evidence that the Owner fittings, etc. which may be required. The contractor shall careful) 1. After all news sprinkler a lines and risers are in lace and connected all necessary P. Completion - The work will be accepted in writing when the whole shall have been at the conlusion of the offsets, sleeves, project. 9 Y q Y Y P 1 P investigate the structural and finished conditions affecting all of his work and plan his work diversion work has been completed, and prior to installation of sprinkler heads, the completed satisfactorily to the Landscape Architect. In judging the work, no allowance for have received material must be shown to the Architect. accordingly, furnishing such fittings, etc., as may be required to meet such conditions. control valves shall be opened and a full head of water used to flush out the system. deviation from the original plans and specifications will be made unless already approved Drawings are generally diagrammatic and indicative of the work to be installed. The work in writing at proper times. shall be installed in such a manner as to ovoid conflicts between irrigation systems, planting, 2. Sprinkler heads shall be installed only after flushing of the system has been VIII. GUARANTEE and architectural features. accomplished to the complete satisfaction of the Architect. 0. Instruction - After the system has been completed, the Contractor shall instruct the Owner A. The guarantee for the sprinkler irrigation system shall be made in accordance with the 1. All work called for on the drawings by notes or details shall be furnished or an authorized representative of the Owner in the operation and maintenance of the attached form. The general conditions and supplementary conditions of these specifications and installed whether or not specifically mentioned in the specifications. F. Pressure Test: system and shall furnish a complete set of operating instructions. be filed the Owner his to the irrigation shall with or representative prior acceptance of 1. All pressure lines shall be test under hydrostatic pressure of 150 pounds per square system. D. Site Conditions - The Contractor shall not willfully install the irrigation systems as shown on inch, and all non -pressure lines shall be tested under the existing static pressure R. General Installation - Any equipment installed by the Contractor and deemed to be for the the drawings when it is obvious in the field that unknown obstructions, grade differences and both be proven watertight. Contractor shall provide all equipment for use of the Owner in various situations (i.e., gate valves, control valves, etc.). shall be so B. A copy of the guarantee form shall be included in the operations and maintenance manual. or discrepancies in area dimensions exist that might not have been considered in hydrostatic tests. installed to be readily accessible and quickly operable by the Owner Equipment deemed engineering. Such obstructions or differences should be brought to the attention of the by the Owner to be inoperable for its intended purpose shall be given. C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the Owner's authorized representative. In the event this notification is not performed, the Note:Testing of pressure supply lines shall be done prior to installation of electric following information: irrigation contractor shall assume full responsibility for any revision necessary. control valves. S. Clean -Up - Shall be made as each portion of work progresses. Refuse and excess dirt shall E. Permits and Fees - The Contractor shall obtain and pay for any and all permits and all 2. Pressure shall be sustained in the lines for not less than three (3) hours. If leaks be removed from the site, all walks and paving shall be broomed or washed down, and any inspections as required. develop the joints shall be replaced and the test repeated until the entire system damage sustained on the work of others shall be repaired to original conditions. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM is proved watertight. F. Manufacturer's Directions - Manufacturer's directions and detailed drawings shall be followed We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from in all cases where the manufacturers of articles used in this contract furnish directions defects in materials and workmanship, and the work has been completed in accordance with the 3. Tests shall be observed and approved by the Owner's/Cities representative prior to backfill. drawings and specifications, ordinary wear and tear and unusual abuse or neglect excepted. We agree covering points not shown in the drawings and specifications. 9 P Y 9 P 9 4. Upon completion of each phase of the work, the Contractor shall check and adjust T. Guarantee - The entire sprinkler system shall be guaranteed by the Contractor as to material to repair or replace any defects in material or workmanship which may develop during the period of one G. Ordinances and Regulations - All local, municipal and state laws, and rules and regulations each sprinkler head to meet the site requirements and Ian. and workmanship, including settling of backfilled areas below grade for period of one 1 year from date of acceptance and also to repair or replace any damage resulting from the repairing or P q P P> g g g P () replacing of such defects at no additional cost to the Owner. We shall make such repairs or governing or relating to any portion of this work are hereby incorporated into and made a year following the date of final acceptance of the work. If, within one year from the date p g P art of these specifications, and theirprovisions shall be carried out bythe Contractor. replacements within 48 hrs. notification that repair work is necessary, after receipt of written notice. In P P G. Backfilling: of completion, settlement occurs and adjustments in pipes, valves and sprinkler heads, sod the event of our failure to make such or replacements within 48 hrs. repairs after receipt of Anything contained in these specifications shall not be construed to conflict with any of the or paving is necessary to bring the system, sod or paving to the proper level of the P P P above rules and regulations or requirements of the same. However, when these 1. Backfill shall not be placed until the installed sprinkler irrigation system has been written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements g q inspected and approved b the Owner's representative. permanent grades, the Contractor, as part of the work under his contract, shall make all made at our expense and we will pay the costs and charges therefore upon demand. specifications and drawings call for or describe materials, workmanship, or construction of P pP yadjustments without extra cost to the Owner, including the complete restoration of all a better quality, higher standard, or larger size than is required by the above rules and damaged planting, paving, or other improvements of any kind. Project: regulations, the provisions of these specifications and drawings shall take precedence. 2. Backfill material shall be approved soil. Unsuitable material, including clods and J rocks over 2 1/2 inches in size, shall be removed from the premises and disposed Should any operational difficulties in connection with the sprinkler system develop within Location: of legally at no cost to the Owner. H. Disruption of Services - Permission to shut off any water lines must be obtained from the the specified guarantee period which in the opinion of the Owner may be due to inferior Tract #: Construction Supervisor, who will make the necessary arrangements with the Owner. 3. All backfilling shall be done carefully and shall be properly tamped. Sandy soil only material and/or workmanship, said difficulties shall be immediately corrected by the Disruption of existing systems shall be kept to a minimum. shall be tamped and puddled to eliminate any voids. Contractor to the satisfaction of the Owner at additional cost to the Owner including any Signed: I. Source of Water Supply - The Contractor shall verify and be familiar with the location, size 4. Surplus earth remaining after backfilling shall be disposed of on the premises as and all other damage caused by such defects. Address: Telephone: and detail of stubouts, provided as the source of water supply to the sprinkler system, as directed by the Owner's representative. shown on plans. V . RECORD AND AS -BUILT DRAWINGS: Date of Acceptance: "jacking" is 5. Where excavating or required under asphalt pavement, sidewalks, roads, J. Existing Utilities and Conditions - Prior to cutting into the soil, the Contractor shall locate etc. care shall be taken in backfilling with sand, tamping, and inundating with water. A. The Contractor shall provide and keep up to date a complete "as -built" record set of blueline all cables, conduits, sewers, septic tanks, and other such utilities as are commonly ozalid prints which shall be corrected daily and shown every change from the original encountered underground and he shall take proper precautions not to damage or disturb 6. Sand backfill, where required shall be per detail(s) on plan. drawings and specification and the exact as -built" locations, sizes, and kinds of equipment. such improvements. If a conflict exists between such obstacles and the proposed work the Prints for this purpose may be obtained from the Architect at cost. This set of drawings Contractor shall promptly notify the Owner's authorized representative who will arrange for H. Temporary Repairs - The Owner reserves the right to make temporary repairs as necessary shall be kept on the site and shall be used only as a record set. relocations. The Contractor will proceed in the same manner if rock layer or any other to keep the sprinkler system equipment in operating condition. The exercise of this right B. These drawings shall also serve as work progress sheets, and the Contractor shall make condition encountered underground makes changes advisable. Where investigation of bythe Owner shall not relieve the Contractor of his responsibilities under the terms of the g P g subsurface conditions have been made by a qualified body in areas where work is to be P neat and legible annotations thereon daily as the work proceeds, showing the work as guarantee as herein specified. actually installed. These drawings shall be available at all times for inspection and shall be performed or in areas in which local materials may be obtained, contractor may request the use of such information but will be directly responsible for its verification and accuracy. I. Sprinklers: kept in a location designated by the Owner's representatives. 1. All nozzles on sprinklers shall be tightened after installation. All sprinklers having C. Before the date of the final inspection, the Contractor shall transfer all information from the K. Verification of Finish Grade - The Contractor shall verify the correctness of all finish grades an adjustment stem shall be adjusted on a lateral line for the proper radius, diameter "as -built" within the work area in order to insure the proper soil coverage (as specified) of the sprinkler and/or gallonage. as -built prints to a sepia mylar, procured from the Architect. All work shall be neat, in system pipes. ink and subject to the approval of the Architect. 2. All sprinkler heads shall be set perpendicular to finished grades unless otherwise D. The Contractor shall dimension from two (2) permanent points of reference, building corners, III. SUBMITTALS designated on the plans. sidewalk, or road intersections, etc., the location of the following items: A. Material List: A. Connection to existing water lines. 1. The Contractor shall furnish the articles, equipment, materials, or processes 3. All sprinkler risers shall be installed as indicated on plans and shown on details. B. Connection to existing electrical power. specified by name in the drawings and specifications. No substitution will be C. Gate valves by the Landscape Architect. J. Valves D. Routing of sprinkler pressure lines (dimension max. 100'along routing.) allowed without prior written approval 1. Piping systems shall be supplied with valves at all points shown on the drawings E. Sprinkler control valves. 2. Complete material list shall be submitted (to the Architect) prior to performing any work. or specified herein, arranged to give complete regulating control throughout. F. Routing of control wiring. The list shall include the manufacturer, model number and description of all materials and G. Quick coupling valves. equipment to be used. 2. Valves shall be full size of the line in which they are installed unless otherwise noted. H. Other related equipment as directed by Architect. 3. Equipment or materials installed or furnished without prior approval of the Architect I. Significant changes in routing of lateral lines from those indicated on plans. 3. Control valves shall be adjusted so the most remote sprinkler heads operate at the may be rejected and the Contractor required to remove such materials from the site pressure recommended by the head manufacturer. Control valves shall be adjusted E. On or before the date of the final inspection, the Contractor shall deliver the corrected and at his own expenses. so a uniform distribution of water is applied by the sprinkler heads to the planting completed sepia mylars to the Architect. Delivery of the sepia mylars will not relieve the Contractor of 4. Approval of any item, alternate or substitute indicates only that the product or areas for each individual valve system. the responsibility of furnishing required information that may be omitted from the prints. products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. 4. Quick coupling valves so indicated to be installed adjacent to walks, curbs, etc., F. Controller Charts: OWNER: T A H U Y A FOREST RV RESORT shall be within a twelve (12) inch maximum of same. All quick coupling valves in 1. As -built drawings shall be approved by the Architect 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the shrub areas shall be installed three (3) inches above finish grade and shall be before controller charts are prepared. guarantee. Such warranties shall only supplement the guarantee. equipped with rubber covered tops, yellow in color, and placed in valve boxes. 2. Provide one controller chart for each controller supplied. IV. INSTALLATION K. Valve Boxes: 4705 MILITARY R I A D EAST T A C O M A, W A S H I N G T❑ N 98446 1. Plastic valve boxes (Amatek or approved equal) shall be one (1) inch above the A. Standard of Installation - Material and workmanship shall be in accordance with local codes 3. The chart shall shown the area controlled by the automatic controller and shall be designated finish in lawn two (2) inches finish in PHONE: 2 5 3- 2 0 8- 4 3 5 0 grade areas and above grade and ordinances of legally constituted authorities, except where provisions of these ground cover areas. Only one (1) remote control valve may be installed in each box. the maximum size which the controller door will allow. specifications exceed such requirement, these specifications shall govern. 2. Valve boxes located near walks, curbs and paving shall be installed in such a way 4. The chart is to be a reduced drawing of the actual as -built system. However, in the B. Excavations: as to allow for valve boxes to abut those items with top surface as event the controller sequence is not legible when the drawing is reduced, it shall matching plane 1. Excavations shall be open vertical construction sufficiently wide to provide free items listed above. be enlarged to a size that will be readable when reduced. working space around the work installed and to provide ample space for backfilling and tamping. 5. The chart shall be a blackline or blueline ozalid print and a different color shall be L. Automatic Controller Location and Installation: used to indicate the area of coverage for each station. 2. Trenches for pipe shall be cut to required grade lines, and compacted to provide 1. Automatic controllers shall be installed at locations shown on theplans. Allpedestal 6. When completed and approved, the chart shall be hermetically sealed between two an accurate grade and uniform bearing for the full length of the line. mounted controllers shall be mounted on a suitable concrete base. No. Revision/Issue Date pieces of plastic, each piece being a minimum 10 mils. thick. 3. When two pipes are to be placed in the same trench it is required to maintain a 2. All controller locations are essentially diagrammatic, and shall be specifically located, 7. These charts shall be completed and approved prior to final inspection of the 6 inch space between pipes as a minimum. by the Owner or his representative.irrigation system. 4. Depth of trenches shall be sufficient to provide a minimum cover above the top of 3. All local and applicable codes shall take precedence in the furnishing and/or VI. OPERATION AND MAINTENANCE MANUALS Firm Name and Address Landscape A r c h i t e c t u r a L the pipe as follows: connecting a 110 volt electrical service to the controller. This service will be A. Prepare and deliver to the Architect within ten calendar days provided by the Owner. P Y a) 24" inch over A.C. main line prior to completion of construction, two hard cover binders with three rings containing b)18 inch over main line, under pressure M. Controller Wiring - All electrical equipment and wiring shall comply with local and state codes the following information: Services II�^ p O r,J O X 1113 4 ) c) 12 inch over non -pressure lateral lines and be installed by those skilled and licensed in the trade. Unless the governing code 1. Index sheet stating Contractor's address and telephone number, list of equipment 5. Where it is necessary to excavate adjacent to existing trees, the Contractor shall specifies otherwise, low voltage control wire may be installed by the Contractor when code with name and addresses of local manufacturer's representatives. use all possible care to avoid injury to trees and tree roots. Excavation in areas allows. where two (2) inch and larger roots occur shall be done by hand. All roots two (2) 2. Catalog parts sheets on every material and equipment installed under this inches larger in diameter, except directly in the of or conduit, shall N. Coverage Test - When the sprinkler system is completed, the Contractor, in the presence Tacoma, W A , 98411 phone: 2 5 3 - 6 71- 2 2 21 and path pipe of the Owners authorized representative, shall perform a test coverage of water afforded 3. Guarantee statement. be tunneled under and shall be heavily wrapped with burlap, to prevent scarring or 4. Complete operating and maintenance instruction on all major equipment. excessive drying. Where a ditching machine is run close to trees having roots the lawn and planting areas, complete and adequate. The Contractor shall furnish all email: F W b l a s @ a o l C O i'1 smaller than two(2)inches in diameter, the wall of the trench to the tree materials and perform all work required to correct any inadequacies of coverage disclosed. adjacentB. In addition to the above mentioned maintenance manuals, provide the Owner's shall be hand trimmed, making clean cuts through roots, do not point cut, leave bare. Contractor shall inform the Owner's representatives of any deviation from the plan required maintenance personnel with instructions for major equipment and show Trenches adjacent to trees should be closed within twenty-four (24) hours and where due to wind, planting, soil or site conditions, that bear on proper coverage. evidence in writing to the Architect at the conclusion of the project that this this is not possible the side of the trench adjacent to the tree shall be kept shaded service has been rendered. with burlap or canvas. Project Name and Address T A H U Y A FOREST RV RESORT XXX NE. MISSION WOOD DRIVE BELFAIR, WASHINGTON 98528 PARCEL 12307-33-00000 Project IRRIOATT_N=1l‘ \ T-- Sheet _ Date 9-29-12 Scale �TS 8/ J DRIP LINE AT TIME OF PLANTING DEC CONI ROOT BALL PLAN VIEW MINUS CRUSHED ROCK COMPACTED SUB -BASE AINBIRD DRIP ITTER 2 PER TREE TORO BLUE LINE BLANK POLY RAINBIRD DRIP EMITTER 2 PER TREE f t I--� �I�IslII=1I1=1 = III-III-1I1- `�;���.�.��i 1 I i^III--I ►� r LL I DRIP EMITTERS FORIPLANTED TREES USE TWO (2) EMITTERS PER TREE AND ONE EACH FOR SHRUBS AINBIRD DRIP MITTER 2 PER TREE FINISH GRADE �ROUGH GRADE TORO BLUE LINE BLANK POLY II® I i 1I Ill Ill�-1 1I —I 1==1 I El 17 L—II;I1i- II �— SECTION VIEW CONC. CURB, EXTRUDED OR POURED IN PLACE OR NO CURB AT ALL CONCRETE SIDEWALK A.C. PAVING DR OTHER PAVING SURFACE SLOPE DN N.T.S. IIII III- 1 FOOT MINIMUM 0 0 0 o o 0 o 0 0 0 oO 0 I1 I-1 1 I-f 1,F11,—I-1-1 1 II I lII I II I I IIII III I I - I I I a l-1 i—=lf T I; I1� PAST CURB 1 LOCATION TAPE 6" ABOVE PIPE 24" MINIMUM DEPTH SLEEVE PIPE TWO TIMES THE SIZE OF INSERTED PIPE VERIFY METHOD OF COMPACTION WITH SOILS ENGINEER OR GENERAL CONTRACTOR SLEEVING PIPE DETAIL N.T.S, O SINGLE —OUTLET EMITTER: RAIN BIRD 'XERI—BUG EMITTERS XB-10 0 1/4—INCH TUBING STAKE: TRAIN BIRD TS-025 0 1/4—INCH VINYL DISTRIBUTION TUBING: RAIN BIRD DT-025 04 TOP OF MULCH Q5 INSERT FITTING: RAIN BIRD 1/4—INCH CONTORSI 025 O PE PIPE: RAIN BIRD XERI—TUBE XT-050-200 l J FINISH GRADE NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA—BG TO INSERT BARB CONNECTOR DIRECTLY INTO XERI—TUBE. EMITTER INTO 1 /4" . TUBING 1 PVC SCH 80 NIPPLE (CLOSE) 2 VALVE BOX WITH COVER: 24—INCH SIZE 3 ID TAG 4 WATER PROOF CONNECTION (1 OF 2) Q 30—INCH LINEAR LENGTH OF WIRE, COILED FINISH GRADE TOP OF MULCH PVC SCH 40 COUPLING PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2—INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL BRICK (1 OF 4) 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL PVC MAINLINE CONTROL ZONE KIT: RAIN BIRD MODEL XCZ-075 0 PVC SCH 80 UNION FOR SERVICING ASSEMBLY 0 PVC SCH 40 MALE ADAPTER 0 • 0 0 XERIGATION CONTROL ZONE KIT General Notes WASHINGTON REGISTERED LANDSCAPE ARCHITECT IWNERI TAHUYA FOREST RV RESORT 4705 MILITARY ROAD EAST TAC❑NA, WASHINGT❑N 98446 PHONE: 253-208-4350 No. Revision Issue Date Firm Name and Address Lancscape Architectural Services p,o,box 11134, Tacoma, WA. 98411 phone: 253-671-2221 er�lail �wblas@aol.com Project Name and Address TAHUYA FOREST RV RESORT XXX NE, MISSI❑N WOOD DRIVI BELFAIR, WASHIINGT❑N 98528 PARCEL 12307-33-00000 Project — _I_RTIGA Date -29-1P Sheet Scole