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20070404 Full Size Landscape Plan 08132008LANDSCAPE LEGEND TREES SYMBOL QTY DESCRIPTION 6 Ables laslandra Alpine Fir � 7 T2 12 Acer platanoldes'Crlmson Sentry' Crimson Sentry Maple 43 Acer rubrum October Glory T October Glory Red Maple TI 4 Fraxinus oxycarpa'Raywood' Raywood Seedless Ash T; 0 Acer grisseum Paperbark Maple SHRUBS & GROUND COVERS SYMBOL QTY DESCRIPTION 97 Arbutus unedo US1 Strawberry Bush 37 Festuca dnerea A$S2 Blue Oat Grass 91 Cholsya ternata (DS3 Mexican Orange 63 Cistus sp. 1��OS4 Rockrose (Pink or White - Owner's Choice) ,e x 88 Nandina domestics c. Gulf Stream S7 Gulf Stream Heavenly Bamboo 1 41 Rosmarinus officinalis Upright Rosemary 71 Pachyyssaandra terminaNs S5 A�egehtry Spurge 1 Gal. SIZE 5 gal. 1 Gal. 2 Gal. Min. 1 Gal. 1 Gal. 1 Gal. SHRUBS & GROUND COVERS SYMBOL QTY DESCRIPTION 62 Carex testeca Orange Sedge 110 Rhododendron'Yaku Princess Yaku Princess Rhody 3 Hakonechloa macra'Aureola' Golden Hakone Grass 6 Lavendula angustifolia'Hidecote' Hidcote English Lavendar 103 Calluna vuigads'Dark Beauty Dark Beauty Heather 158 Erica cinerea'Robert Chapman' Robert Chapman Yellow Heather Low Hydroseeding for Typical Lawn Areas shall use the following mix: 68% Three Rye Grasses 16% One Creeping Red Fescue 16% One Chewings Fescue by weight SIZE 1 Gal. 5 Gal, 1 Gal. 1 Gal. 1 Gal. 1 Gal. TREES + Allegehny Spurge X -REFS: SIZE SYMBOL QTY DESCRIPTION SIZE 3', 4', 5' Ht, 2 Ea. @ 18 OC DRAWING SCALES: Arctostophylius uva ursi 1 Gal. 0 0 o Klnnickinnick 0 0 o 19 Calocedrus decurrens 4' HT. Min. Thymus sp. / Mentha 4" Pot Woolley Thyme Groundcover or Corsican Mint Incense Cedar or Sim. walkable groundcover 1 1/2" CAL. @ 12" OC Well Branched Tot 28 Acer palmatum var. 8' Ht. Min. Japanese maple varieties Well Branched 1 112" CAL, Q Well Branched E'0o T13 59 Chamaecyparis nootkantensis'pendula' 5' Ht.Min. cc) Weeping Alaska Cedar 1 112" CAL. Well Branched T14 12 Pinus contorta T Ht. Min. Q Shore Pine 1 112" CAL, d O Well Branched W 63 Cistus sp. 1��OS4 Rockrose (Pink or White - Owner's Choice) ,e x 88 Nandina domestics c. Gulf Stream S7 Gulf Stream Heavenly Bamboo 1 41 Rosmarinus officinalis Upright Rosemary 71 Pachyyssaandra terminaNs S5 A�egehtry Spurge 1 Gal. SIZE 5 gal. 1 Gal. 2 Gal. Min. 1 Gal. 1 Gal. 1 Gal. SHRUBS & GROUND COVERS SYMBOL QTY DESCRIPTION 62 Carex testeca Orange Sedge 110 Rhododendron'Yaku Princess Yaku Princess Rhody 3 Hakonechloa macra'Aureola' Golden Hakone Grass 6 Lavendula angustifolia'Hidecote' Hidcote English Lavendar 103 Calluna vuigads'Dark Beauty Dark Beauty Heather 158 Erica cinerea'Robert Chapman' Robert Chapman Yellow Heather Low Hydroseeding for Typical Lawn Areas shall use the following mix: 68% Three Rye Grasses 16% One Creeping Red Fescue 16% One Chewings Fescue by weight SIZE 1 Gal. 5 Gal, 1 Gal. 1 Gal. 1 Gal. 1 Gal. OVERALL SITE PLAN SCALE 1:60 N THIS PLAN IS APPROVED BY THE CITY OF YELM NAME: DATE: CONTACT LANDSCAPE ARCHITECT FOR AN INSPECTION OF: INSTALLED TREES. LA HAS INSPECTED AND APPROVED STREET TREES. BY: DATE: NATURE BY DESIGN Commercial & Residential Landscape Architecture Irrigation 2 5 3.46o.6o6 7 1320 Alameda Avenue, FIraest, WA 98466 www.naturebydesigninc.com Pachysandra terminalis 1 Gal. + Allegehny Spurge X -REFS: @ 18" OC DRAWN BY: AJuga repens 1 Gal. CHECKED BY: Buglewort PLOT SCALE: @ 18 OC DRAWING SCALES: Arctostophylius uva ursi 1 Gal. 0 0 o Klnnickinnick 0 0 o @ 18 OC Thymus sp. / Mentha 4" Pot Woolley Thyme Groundcover or Corsican Mint or Sim. walkable groundcover a @ 12" OC OVERALL SITE PLAN SCALE 1:60 N THIS PLAN IS APPROVED BY THE CITY OF YELM NAME: DATE: CONTACT LANDSCAPE ARCHITECT FOR AN INSPECTION OF: INSTALLED TREES. LA HAS INSPECTED AND APPROVED STREET TREES. BY: DATE: NATURE BY DESIGN Commercial & Residential Landscape Architecture Irrigation 2 5 3.46o.6o6 7 1320 Alameda Avenue, FIraest, WA 98466 www.naturebydesigninc.com DRAWONG ISSUED FOR: AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 07119 FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1:60 � a Q E'0o cc) �, ►,s.t �' Q d O W ►mot W N w � Nw U LLj ty oL DRAWONG ISSUED FOR: AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 07119 FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1:60 DRAWING CONTENTS LANDSCAPE COVER SHEET DRAWING; NO.: L 1 ■ 1 OF RECEIVE h 0 a av\ vv vov �oev 1 I I u V � vv 4 O 4 i O I I n I I s v ® O v o I I z P E 1 I I r d° n I �o _ e ° r V I I ° � V � v H, vvv vvv ® t vov ad ( I vvv o v 51 vv 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DRAWING ISSUED FOR. AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDS /CAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 07119 FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1:20 DRAWING CONTENTS WEST APARTMENT PLANTING PLAN DRAWING NOD: 11 2 OF 7 QO O 0 N lt'•1 O C^ G_ 111lI1p DRAWING ISSUED FOR. AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDS /CAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 07119 FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1:20 DRAWING CONTENTS WEST APARTMENT PLANTING PLAN DRAWING NOD: 11 2 OF 7 QO O 0 N lt'•1 O C^ G_ 111lI1p DRAWING CONTENTS WEST APARTMENT PLANTING PLAN DRAWING NOD: 11 2 OF 7 QO O 0 N lt'•1 O C^ G_ 111lI1p NATURE BY DESIGN Commercial & Residential Landscape Architecture Irrigation 253.46o.6o67 1320 Alameda Avenue, Fkaest, WA 88466 www.naturebydesigninc.com &-WING ISSUED FOR: AGENCY REVIEW FE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 UECT N®.: 07119 NAME: 07119LSB FS: CIVIL -SITE W N BY: KLO COED BY: KLO f SOLE: 1:1 WING SCALES: 1:20 r 1 W a W a � Q-; Z o 0 Q �4 x wCQ o I w U o-� U w n M Imo. &-WING ISSUED FOR: AGENCY REVIEW FE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 UECT N®.: 07119 NAME: 07119LSB FS: CIVIL -SITE W N BY: KLO COED BY: KLO f SOLE: 1:1 WING SCALES: 1:20 WING CONTENTS EAST APARTMENT PLANTING PLAN MING N®.: Ll 03 3 OF 7 00 0 0 N ul*b O CD Q w. REMOVE ALL WIRE WRAP AND PLASTIC WRAP. - -- REMOVE BURLAP FROM MULCH TO DEPTH SPECIFIED IN NOTES---- TOP OF ROOT BALL MULCH & TOPSOIL OR FORM CONTINUOUS -- - AMENDED BASE, REFER TO RIM � ''llllllllllllllllllll II " " " "• "'1111 I ��iIIIIIIIIIIIIII FOR DEPTH HEN B &B: REMOVE —_III III -- - ALL WIRE AND ROLL :: _ BURLAP OFF OF' TOP BACKFILL W/ _._- -I =: _ +- - -_ _ - - -- - -I _ -� OF ROOTBALL BACKFILL MIXTURE AS --- I INDICATED IN NOTE IN 1 PLANTING BACKFILL: LAYERS. WATER _I_- I = - -I _ _ - III -1 50% EXISTING SOIL, 50% 114 MINUS AND TAMP TO - - -- REMOVE AIR POCKETS �_: COMPOST, MIXED THOROUGHLY 2 X 13ALL DIA. -- _ -___ -- 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B &B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING SHRUB PL 7 I J DETAIL PLANT. NOTES: 1 I 1. PLANTING BACKFILL: 509 EXISTING SOIL, 50% 114 MINUS COMPOST, MIXED THOROUGI-IL Y FOR MULCH TYPE SEE �. 2. 0 \� LANDSCAPE NOTES. 3. IF B &B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. m 0m U_ �o ENSURE PROPER SUBBASE 3" MULCH-- - EXISTS, CLEAR ALL CONCRETE AND OTHER II�IIIIIIIIIIIIII DEBRIS FROM PLANTER DECIDUOUS TREE - INTERLOCKING PLASTIC TREE TIES OR AGENCY APPROVED EQUAL (2) 2X2 OR 2" DIA. WOOD STAKES DRIVEN INTO SUBGRADE Of? SIM. METHOD FORM SAUCER WITH CONTINUOUS RIM TOPSOIL OR AMENDED BASE, REFER TO LS uum NOTES FOR DEPTH I PRIOR TO BACKFILLINGI I _ - -- ` _ - -- I HEN B &B: REMOVE LL AND PLANTING I WIRE AND R BURLAP OFF OF TOP - -- _ - -- _ -- _ -- -- 1- SCARIFY SIDES OF _ R007BALL .—.--- PIT, BACKFILL WITH - - - - -- -- - -- -- - -- SOIL MIXTURE -- - - - - -- - ---- - - - - -I i - -- INDICATED IN THE NOTES IN 9" 2 X BALL DIA. LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS DECIDUOUS TREE PLANTING & STAKING DETAIL_ \IAI NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINU COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. - 3. IF B &B AND BURLAP IS GREEN IN COLOR. REMOVE% COMPLETELY BEFORE INSTALLING PLANT. MULCH TO DEPTH SPECIFIED IN LANSCAPE NOTES CONIFER TREE —2x2 STAKE DRIVEN INTO SUBGRADE SECURE STAKE TO TREE W INTERLOCKING PLASTIC TIE FORM SAUCER WITH CONTINUOUS RIM MULCH & TOPSOIL OR _ AMENDED BASE, REFER TO LS NOTES FOR DEPTH -- _____. WHEN B &B: REMOVE ALL WIRE - -- — _ i AND ROLL BURLAP OFF OF -- TOP OF ROOTBALL -) - -- - - -_ - -I EXCAVATE PIT TO DEPTH OF __ ROOTBALL OR POT. I SCARIFY SIDES AND 801 -TOM - - -= _ - -_ -_ I I —I I - I I— OF PIT, BACKFILL W/ SOIL TREE MIXTURE INDICATED IN NOTES, FILL N WATER E V EG R E E N S A (I NG TAMP TO REMOVE AIR POCKETS S PLANTING DETAIL 'e— SIDEWALK PRESSURE TREATED 06 (2 REOD., LENGTH VARIES) PINNED IN PLACE WITH TWO 24" LENGTHS OF #5 REBAR GEOTEXTILE ROOT CONTROL SYSTEM 15' LONG, CENTERED \' ON TREE. (TWO REOD.) .1 6' CURB GUTTER 2" DEPTH OF BARK MULCH. KEEP MULCH 6" FROM TREE TRUNK. 2X2 PRESSURE TREATED STAKES SPACED EVENLY OUTSIDE THE HOLE FOR THE ROCTBALL, AND PARALLEL TO THE ROAD (2 REOD. 12 GA. WIRE TREE TIE W/ RUBBER PROTECTION AT THE TREE. (FASTEN LOOSELY) FOR USE WHEN TREE IS WITHIN 6' OF CURB AND /OR SIDEWALK STREET TREE SPECIFICATIONS: 1. TREES SHALL. BE 2" TO 3" CALIPER MEASURED 6" ABOVE THE BASE. 2. TREES SHALL HAVE A MINIMUM 6 FOOT FREE-OF-BRANCH CLEARANCE, MEASURED FROM THE GROUND LINE TO THE FIRST BRANCH. 3. TREES SHALL. BE SPACED 35 FEET ON CENTER STARTING 15 FEET FROM THE PROPERTY LINE. DEPTH OF BARK MULCH IN DIAM. CIRCLE CENTERED ON TREE. EP MULCH 6" FROM TREE TRUNK. 2X2 PRESSURE TREATED STAKES SPACED EVENLY OUTSIDE THE ROOTBALL, PARALLEL TO THE ROAD. (2 REQD.) 12 GA. WIRE TREE TIE W/ RUBBER I PROTECTION AT THE TREE. (FASTEN LOOSELY) FOR USE WHEN TREE IS NOT WITHIN 6' OF CURB AND /OR SIDEWALK CITY OF YELM NOTES: 1. THE GEOTEXTILE ROOT CONTROL SYSTEM SHALL BE 12 INCH BIOBARRIER STRIPS, OR APPROVED EQUAL. K STREET TREE PUBLIC WORKS DIRECTOR DATE s -C s -C s -C Temporary Tree Protection Fencing Detail ANCHOR POSTS SHOULD BE MINIMUM 6' TALL 'T -BAR' FENCE POSTS 8 FT. MAX, ' TENAX ORANGE MESH IR FENCING 'BARRIER PLUS' LX USE a* vAK OR SIM. U TO SECURE TOM FENCE BOT ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NO LESS THAN 1/3 OF THE TOTAL HUCHT OF POST. TEMPORARY TREE PROTECTION FENCING THE TREE PROTECTION FENCE SNOULD.eE MAINTAINED THROUGHOUT THE CONSTRUCTION AND GRADING. AND NOT TO BE REMOVED UNnL FTNAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (ROZ). ALL W4M CLEANUP W11HW THE RPZ SHOULD BE ON44 M BY NAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS No CUTS OR /ILLS, Ummr TRENCHING. MOI)WICATIONS TO DRAINAGE. OR CONCK1E RISE WATER SHOULD IMPACT THE RPZ. NO MARES, CABLES. OR OTHER DEVICES SHOULD K ATTACHED TO PROTECTED 1RUS OURMO CONSTRUCnON, LANDSCAPE GENERAL_ NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (800) 424 -5555 a min. of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, It Is the contractor's responsibility to contact the Ilandscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules a nd any other project related requirements. 2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals. Contractor shall provide the landscape a rchltect with a written request for a site visit to address any related Items. 3. Scope of work shall Include any and all specified and unspecified but related Incidental work to achieve the design Indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 5. Grade Preparation: All planting areas shall be cleaned of all construction and native debris, rocks 1" and larger, and any other objects considered harmful to plant life. The debris shall be hauled off site. All planting bed areas shall have the soil rototilled to a depth of 12 inches prior to topsoil installation. Lawn Areas to receive a min. 4" layer of sandy loam topsoil (3-way mix or equivalent) free of weeds, sticks, rocks, and other debris. All planter strips shall be hydroseeded. Planting bed Areas to receive a min. 6" layer of sandy loam topsoil (3-way mix or equivalent) free of weeds, sticks, rocks, and other debris. Contractor responsible for ensuring appropriate sub grade exists in all parking area planters. If sub grade is inadequate, it is contractor's responsibility to coordinate costs and work required to prep beds for planting. 6. Mulching: All planting beds to receive a minimum of 3" of organic compost mulch (Prep or similar) where groundcovers are indicated. When no ground covers are specified planting beds to receive a mininium or 3" depth of medium grind hem /fir type bark mulch. Top of all Mulching shall be %' below - flush to the top of all paving surfaces. Provide for a min. 6" clearance of all mulches and lawns that are Immediately adjacent to any building faces measured from the bottom of sliding to the top of landscape surface. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of slmller size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons famillelr with scope of project. 13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When planting 'Balled and Burlapped' prcduct, gently place root ball in prepared hole with burlap still on the root ball. Remove all wire from any B &B plant material, cut jute strings and roll burlap off top of root tall. If burlap Is green In color, carefully remove the entire burlap bag and all binding from the root ball. 15. An automatic Irrigation system will be designed for the project with a controller, mainline, automatic valves, rain sensor and check valve. i d THIS PLAN IS APPROVED BY THE CITY OF YELM NAME: DATE: CONTACT LANDSCAPE ARCHITECT FOR AN INSPECTION OF: INSTALLED TREES. LA HAS INSPECTED AND APPROVED STREET TREES. BY: DATE: NATURE BY DESIGN Commercial & Residential Landscape Architecture Irrigation 2 5 3.46o.6o6 7 1320 Alameda Avenue. Fircrest• WA 98486 www.naturebydesigninc.com REVISIONS: DRAWING ISSUED FOR: AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: Y) FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: NONE � a W a E- O O Q1 00 nn� O w �, U W O C\1 I� (,1 LU I IL REVISIONS: DRAWING ISSUED FOR: AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 07119 FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: NONE DRAWING CONTENTS LANDSCAPE DETAILS & NOTES DRAWING NO.: ■ 4 OF 7 00 a 0 Ll1, 0 c� IRRIGATION NOTES 1. Irrigation system engineering based on two points of connection, "A & B ". Each P.O.C. will consist of a 1" meter and 2" DCVA with 54 lbs. static water pressure. The installer to verify. 2. Irrigation lines are that are shown within hard surface areas for clarity, shall be located within landscape planting areas or underground sleeves. All valves shall be installed within protective boxes installed flush and level with finished grade. 3. Install all equipment per state and local codes. Call Line Locaters prior to digging at 1- 800 - 424 -5555. The installer shall be responsible for all permits, tests and inspections as required. 4. See civil drawings to verify all utility locations. 5. Coordinate with the general contractor for the required power and installation of sleeving, 6. Install manual drains at all low points and record all locations on the "Record Drawings ". 7. Adjust radius on all sprinkler heads to maximize the coverage and minimize overspray on all hard surfaces. Add anti -drain check valves to low heads to eliminate drainage and run -off. 8. Install the Controller "A" & "B" as per detail, coordinate with the General Contractor for 110 volt power required. Provide and install rain sensors on an eight foor post near each controller. 9. Main line & wiring to have a minimum cover of 18" and all lateral piping 12 ". 10. Use select "rock free" materials to backfill all trenches and compact to 85% density for landscape areas and 95% for areas under concrete or asphalt. 11. From Controller A, Install three spare yellow control wires, one to each valve No. 1, 3, 6; B Controller install 3 spare yellow control wires to each valve No. 1, 3. All splices shall be within valve boxes only, using 3M -DBY splice kits. Provide a 24" expansion loop for all wiring within each valve box. All control valve boxes shall have the yellow wires visible inside. Do not splice the signal wire between the valve and the controller. All wires to be tested prior to backfill. 12. As part of the contract, the landscpae contractor Is to winterize In the fall and activate the system In the spring for one year. EXIST'G ^ GROUND TEST COCKS (4 REQ'D.) 6" MIN. 4.'l 3" I LG g., MAX. 4 \_UNIONS (2 REQ'D. ) NO GALVANIZED PIPE ON INLET SIDE OF ASSEMBLY. SIDE VIEW ° 4 ° RESILIENT SEATED SHUTOFF VALVES (2 REO'D.) 1 3" ° II _> 6" MIN. PLASTIC OR CEMENT METER BOX q o 00 op ��^ 0 0 ° �o� °p, oao 0 0 00 °( JO%o�° 0 o °pp4 a W ° 0 00° "O� / Qa�o �� ° - ° t aQ�6p 0 (BELOW GROUND INSTALLATION) GRAVE 12" MIN. NOTE; ALL ITEMS SHALL COMPLY WITH THE FOLLOWING - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BE -LOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT, OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS. f! - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY 2 AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED MODEL - A PLUMBING PERMIT IS RE.OUIRED, APPROVED DANA NCI. PUBLIC WORKS DIRECTOR DATE 6-16 t06B. dWW CKQ DATE KR JEG JEG 5/2005 SCHEDUI 90' ELL SPRINKLER HEAD I ED 80 NIPPLE T POP -UP SPRAY HEAD DETAIL N.T.S. LOOP FOR C014TROL WIRE r- PROTECTIVE VALVE BOX MAINLINE GALV. UNION -- / I J �� \l� /� -PVC MALE ADAPTER &PIPE PVC 90' ELL PVC 90' ELL 04% ° O° Q_ Oo� 0 o Q0 °^ o--- LATERAL LINE Q0 Oo 0 MAINLINE - - A 0 a o o° o Q ° o 0 0 o Z(GALV. NIPPLE --- 24" GRAVEL SUMP AUTOMATIC VALVE DETAIL N. T. S. nr rnnrn v.. yr .1.1 r% t K MANUAL DRAIN DETAIL N.T.S. WATER METER r--- BALL VALVE MANUAL DRAIN VALVE PVC TH'D. UNION PVC MAINLINE Oq QUICK COUPLING VALVE DOUBLE CHECK VALVE P.O.C, PLAN VIEW - -160 PVC SLEEVE ,TH AS REQUIRED) IAL DRAIN GRAVEL SUMP SYMBOL LEGEND # VALVE # GPM GPM FOR THE ZONE Irrigation Schedule SYM. EQUIPMENT PSI GPM Radius C a 30 ° 4 3rr �31, ° e ° °4 ° 0 © O 4 ° RAINBIRD 1804 SERIES MPR NOZZLE 10H n ° 6 ,r TOP VIEW ° ° a n - _'__ --- ° - -- --� 4 '- ° --- -- EXIST'G ^ GROUND TEST COCKS (4 REQ'D.) 6" MIN. 4.'l 3" I LG g., MAX. 4 \_UNIONS (2 REQ'D. ) NO GALVANIZED PIPE ON INLET SIDE OF ASSEMBLY. SIDE VIEW ° 4 ° RESILIENT SEATED SHUTOFF VALVES (2 REO'D.) 1 3" ° II _> 6" MIN. PLASTIC OR CEMENT METER BOX q o 00 op ��^ 0 0 ° �o� °p, oao 0 0 00 °( JO%o�° 0 o °pp4 a W ° 0 00° "O� / Qa�o �� ° - ° t aQ�6p 0 (BELOW GROUND INSTALLATION) GRAVE 12" MIN. NOTE; ALL ITEMS SHALL COMPLY WITH THE FOLLOWING - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BE -LOW CITY OF YELM, WASHINGTON THE GROUND PROVIDED ALL CLEARANCES ARE MET. DEPT, OF PUBLIC WORKS - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. - VALVE SHALL BE PROTECTED FROM FREEZING DOUBLE CHECK VALVE CONDITIONS. f! - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT ASSEMBLY 2 AND SMALLER WASHINGTON STATE DEPT. HEALTH APPROVED MODEL - A PLUMBING PERMIT IS RE.OUIRED, APPROVED DANA NCI. PUBLIC WORKS DIRECTOR DATE 6-16 t06B. dWW CKQ DATE KR JEG JEG 5/2005 SCHEDUI 90' ELL SPRINKLER HEAD I ED 80 NIPPLE T POP -UP SPRAY HEAD DETAIL N.T.S. LOOP FOR C014TROL WIRE r- PROTECTIVE VALVE BOX MAINLINE GALV. UNION -- / I J �� \l� /� -PVC MALE ADAPTER &PIPE PVC 90' ELL PVC 90' ELL 04% ° O° Q_ Oo� 0 o Q0 °^ o--- LATERAL LINE Q0 Oo 0 MAINLINE - - A 0 a o o° o Q ° o 0 0 o Z(GALV. NIPPLE --- 24" GRAVEL SUMP AUTOMATIC VALVE DETAIL N. T. S. nr rnnrn v.. yr .1.1 r% t K MANUAL DRAIN DETAIL N.T.S. WATER METER r--- BALL VALVE MANUAL DRAIN VALVE PVC TH'D. UNION PVC MAINLINE Oq QUICK COUPLING VALVE DOUBLE CHECK VALVE P.O.C, PLAN VIEW - -160 PVC SLEEVE ,TH AS REQUIRED) IAL DRAIN GRAVEL SUMP SYMBOL LEGEND # VALVE # GPM GPM FOR THE ZONE Irrigation Schedule SYM. EQUIPMENT PSI GPM Radius C RAINBIRD 1804 SERIES MPR NOZZLE 10Q 30 .39 10' CIVIL -SITE RAINBIRD 1804 SERIES MPR NOZZLE 10T 30 .53 10' 6 RAINBIRD 1804 SERIES MPR NOZZLE 10H 30 .79 10' RAINBIRD 1804 SERIES MPR NOZZLE 10F 30 1.58 10' HUNTER 1.20.60.36V. ADV. STD. N. 40 1.0 40' a HUNTER 1.20.60.36V. ADV. STD. N. 40 2.0 40' HUNTER 1.20.60.36V. ADV. STD. N. 40 4.0 40' RAINBIRD 1804 SERIES MPR NOZZLE 12Q 30 .65 12' RAINBIRD 1804 SERIES MPR NOZZLE 12T 30 1.95 12' RAINBIRD 1804 SERIES MPR NOZZLE 12H 30 1.30 12' RAINBIRD 1804 SERIES MPR NOZZLE 12F 30 2.6 12' RAINBIRD 1804 SERIES MPR NOZZLE 15Q 30 .92 15' 0 RAINBIRD 1804 SERIES MPR NOZZLE 15T 30 1.23 15' Q RAINBIRD 1804 SERIES MPR NOZZLE 15H 30 1.85 15' 0 RAINBIRD 1804 SERIES MPR NOZZLE 15F 30 3.70 15' RAINBIRD Rotor 40 1.12 25' RAINBIRD 1804 SERIES MPR NOZZLE 15EST 30 .61 ® RAINBIRD 1804 SERIES MPR NOZZLE 15SST 30 1.21 ►t WATTS BRASS BALL VALVE x WATTS DOUBLE CHECK ASSEMBLY W ICV - G SERIES AUTO CONTROL VALVE � m WATER METER, P.O.C. HUNTER RAIN SENSOR W/ BY -PASS SWITCH -D CHAMPION MANUAL DRAIN VALVE l 1 RAINBIRD ESP -LX PLUS 8 STA. CONTROLLER (OR EQUAL) 1/2" THRU 1 -1/4" CLASS 200 PVC LATERAL LINE 3" SCHEDULE 40 PVC MAINLINE NONE DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BACKFLOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W/ GREEN LOCKING LID NONE ARMOR MANUAL DRAIN VALVE BOX W/ GREEN LID THIS PLAN IS APPROVED BY THE CITY OF YELM NAME: DATE: CONTACT LANDSCAPE ARCHITECT FOR AN INSPECTION OF: INSTALLED TREES. LA HAS INSPECTED AND APPROVED STREET TREES. BY: DATE: NATURE BY DESIGN Commercial & Residential Landscape Architecture Irrigation 2 5 3.46o.6o6 7 1320 Alameda Avenue, Fluxest, WA 98466 www.naturebydeslgninc.com REVISIONS: DRAWING ISSUED FOR: AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 07119 FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1 :1 DRAWINGS SCALES: 1:100 W a C9 Q W O O H C7 x o W � w O W 0- REVISIONS: DRAWING ISSUED FOR: AGENCY REVIEW DATE: AUGUST 5, 2008 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: 07119 FILE NAME: 07119LSB X -REFS: CIVIL -SITE DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1 :1 DRAWINGS SCALES: 1:100 DRAWING CONTENTS IRRIGATION COVER SHEET DRAWING; NO.: IR1 ■ 5 OF 7 n a X y q° 111 'Na :f a 14h. 11 i2W