Loading...
Landscape and Irrigation Plans_Reduced23 17 29 69 8 12345671291011141315 85 84 90 89 88 87 86 7473 81 72 79777675 676870 6371646566 83 50 46 36 43354234413340323931383037 44 TRACT A 55 52 56 51 48 57 49 58 47 59 60 61 62 TRACT C 53 54 28TRACT E 27 26 25 24 20 22 21 18 19 TRACT D 16 45 78 82 80 TRACT BROAD DROAD A RAILWAY ROAD SEROAD EROAD B ROAD CNORTHERN PACIFIC ROAD SEDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54C1.01COVER SHEETSHEET INDEX VICINITY MAP SITE SHELM MEADOWS YELM, WASHINGTON BLUE FERN SUBDIVISION OWNER/APPLICANT LANDSCAPE ARCHITECT ENGINEER/SURVEYOR/PLANNER ADJACENT LAND USE PUBLIC UTILITIES & SERVICES SITE STATISTICS DATUM BASIS OF BEARINGS REFERENCES LEGAL DESCRIPTION EXCEPTIONS CONTAINED IN TITLE BENCHMARK 23 17 29 69 8 12345671291011141315 85 84 90 89 88 87 86 7473 81 72 79777675 676870 6371646566 ROW 83 50 46 36 43354234413340323931383037 44 TRACT A 55 52 56 51 48 57 49 58 47 59 60 61 62 TRACT C 53 54 28 TRACT E 27 26 25 24 20 22 21 18 19 TRACT D 16 45 78 82 80 TRACT B TREE RETENTION PLANL1.01 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54 TREE TO BE REMOVED(TYP.) OFFSITE TREE (TYP.) TREE TO BE RETAINED (TYP.) ROW (TYP.) PROPERTY LINE (TYP.) SCALE: 1" = 40' TOTAL EXISTING SITE TREES: 57 OFFSITE TREES: 10 TOTAL ONSITE TREES: 47 RETAINED TREES: 2 REMOVED TREES: 45 REQUIRED TREE RETENTION : 0 PROPOSED RETENTION: 2 ( 2/47= 4.3% CURRENT RETENTION) *NOTE : TREES PROPOSED TO BE RETAINED ARE ONLY POTENTIAL, DURING SITE DEVELOPMENT THE TREE RETENTION IS SUBJECT TO CHANGE* TREE TO BE RETAINED TREE TO BE REMOVED OFF SITE TREE TREE PROTECTION FENCING TREE PROTECTION FENCING (TYP.) TREE RETENTION PLAN TREE RETENTION CALCULATIONS TREE LEGEND TREE RETENTION TABLEL1.02 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54 TREE RETENTION TABLE *TREES IN RED ARE OFFSITE, FOR MORE INFORMATION SEE ATTACHED ARBORIST REPORT. 23 17 29 69 8 12345671291011141315 85 84 90 89 88 87 86 7473 81 72 79777675 676870 6371646566 ROW 83 50 46 36 43354234413340323931383037 44 TRACT A 55 52 56 51 48 57 49 58 47 59 60 61 62 TRACT C 53 54 28 TRACT E 27 26 25 24 20 22 21 18 19 TRACT D 16 45 78 82 80 TRACT B DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54 STREET TREE (TYP.) CONCRETE PATH (TYP.) LAWN (TYP.) SHRUB AREA (TYP.); SEE PLANT SCHEDULE ON SHEET L2.02 PROPERTY LINE (TYP.) ROW (TYP.) SCALE: 1" = 40' PER Y.M.C. 18.56.010 GROSS SITE AREA:649,915 SQ. FT. (14.92 AC.) REQUIRED OPEN SPACE:32,496 SQ. FT. (5% GROSS SITE AREA) PROVIDED OPEN SPACE: TRACT A:32,272 SQ. FT. TRACT B:4,575 SQ. FT. TRACT D:900 SQ. FT. TRACT E:900 SQ. FT. TOTAL:38,647 SQ. FT. (5.94% GROSS SITE AREA) PLAYGROUND AREA (TYP.); SEE DETAIL ON SHEET L2.32 PICNIC TABLE (TYP.) BENCH (TYP.) SPLIT RAIL FENCE (TYP.) *NOTE: REMOVED TREES ARE REQUIRED TO BE REPLACED AT A RATIO OF TWO REPLACEMENT TREES FOR EACH TREE REMOVED TREES REMOVED: 45 TREES REQUIRED REPLACEMENT TREES: 90 (45 TREES REMOVED x 2:1 RATIO) REPLACEMENT TREES PROPOSED: 145 TREES (109 STREET TREES + 36 ACCENT TREES) LANDSCAPE PLAN OPEN SPACE CALCULATIONS POURED-IN-PLACE RUBBER SURFACING (TYP.); SEE DETAIL ON SHEET L2.32 BRICK SEAT WALL (TYP.) SEE DETAIL ON SHEET L2.31 PICNIC STRUCTURE "A" (TYP.) ACCESS TO YELM-TENINO TRAIL PICNIC STRUCTURE "B" (TYP.)LANDSCAPE PLANL2.01RAILWAY ROAD SEBOLLARD (TYP.) SEE SHEET L2.31 FOR DETAIL IRRIGATION METER (TYP.) SEE SHEET L3.01 FOR IRRIGATION PLANS 6' HEIGHT BOARD FENCE (TYP.) SEE SHEET L2.31 FOR DETAIL TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 31 ACER GINNALA `FLAME`FLAME AMUR MAPLE 2" CAL. MIN.AS SHOWN 24 CARPINUS BETULUS `FASTIGIATA`PYRAMIDAL EUROPEAN HORNBEAN 2" CAL. MIN.AS SHOWN 24 CORNUS KOUSA KOUSA DOGWOOD 2" CAL. MIN.AS SHOWN 30 PYRUS CALLERYANA `GLEN`S FORM` TM CALLERY PEAR 2" CAL. MIN.AS SHOWN ACCENT TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 18 CERCIS CANADENSIS EASTERN REDBUD 2" CAL. MIN.AS SHOWN 18 CORNUS KOUSA `EDDIE`S WHITE WONDER`KOUSA DOGWOOD 2" CAL. MIN.AS SHOWN SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 23 ABELIA X EDWARD GOUCHER PINK ABELIA 3 GAL./24" HT. MIN.4` O.C. 366 ASTER SUBSPICATUS DOUGLAS ASTER 1 GAL 3` O.C. 42 BUXUS SEMPERVIRENS `SUFFRUTICOSA`TRUE DWARF BOXWOOD 5 GAL/36" HT. MIN.3` O.C. 519 CALLUNA VULGARIS HEATHER 2 GAL/15" HT. MIN.2` O.C. 171 CAREX OBNUPTA SLOUGH SEDGE 4" POT 18" O.C. 126 CAREX TESTACEA ORANGE SEDGE 4" POT 18" O.C. 187 CORNUS SERICEA `FLAVIRAMEA`YELLOW TWIG DOGWOOD 3 GAL./36" HT. MIN.3` O.C. 255 CORNUS STOLONIFERA `ELEGANTISSIMA`VARIEGATED REDTWIG DOGWOOD 3 GAL./36" HT. MIN.4` O.C. 498 CORNUS STOLONIFERA `KELSEYI`KELSEY DOGWOOD 3 GAL/18" HT. MIN.3` O.C. 237 IRIS TENAX OREGON IRIS 1 GAL.18" O.C. 234 JUNCUS EFFUSUS SOFT RUSH 1 GAL 3` O.C. 452 LAVANDULA ANGUSTIFOLIA `HIDCOTE`HIDCOTE LAVENDER 2 GAL/15" HT. MIN.2` O.C. 315 LONICERA NITIDA BOX LEAF HONEYSUCKLE 3 GAL./18" HT. MIN.5` O.C. 110 PHILADELPHUS X `BELLE ETOILE`MOCK ORANGE 3 GAL./36" HT. MIN.5` O.C. 85 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 3 GAL/18" HT. MIN.5` O.C. 248 POLYSTICHUM MUNITUM WESTERN SWORD FERN 3 GAL/18" HT. MIN.3` O.C. 17 RHODODENDRON X PJM COMPACTA COMPACT PJM RHODY 3 GAL./24" HT. MIN.4` O.C. 8 RIBES SANGUINEUM RED FLOWERING CURRANT 3 GAL./36" HT. MIN.8` O.C. 583 SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 1 GAL.3` O.C. 84 SPIRAEA DOUGLASII WESTERN SPIREA 3 GAL./18" HT. MIN.5` O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 2,141 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL.18" O.C. 7,244 FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL.18" O.C. 8,889 GAULTHERIA SHALLON SALAL 1 GAL.18" O.C. 26,544 SF LAWN HYDROSEED 2,101 MAHONIA REPENS CREEPING MAHONIA 1 GAL.18" O.C. TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 31 ACER GINNALA `FLAME`FLAME AMUR MAPLE 2" CAL. MIN.AS SHOWN 24 CARPINUS BETULUS `FASTIGIATA`PYRAMIDAL EUROPEAN HORNBEAN 2" CAL. MIN.AS SHOWN 24 CORNUS KOUSA KOUSA DOGWOOD 2" CAL. MIN.AS SHOWN 30 PYRUS CALLERYANA `GLEN`S FORM` TM CALLERY PEAR 2" CAL. MIN.AS SHOWN ACCENT TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 18 CERCIS CANADENSIS EASTERN REDBUD 2" CAL. MIN.AS SHOWN 18 CORNUS KOUSA `EDDIE`S WHITE WONDER`KOUSA DOGWOOD 2" CAL. MIN.AS SHOWN SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 23 ABELIA X EDWARD GOUCHER PINK ABELIA 3 GAL./24" HT. MIN.4` O.C. 366 ASTER SUBSPICATUS DOUGLAS ASTER 1 GAL 3` O.C. 42 BUXUS SEMPERVIRENS `SUFFRUTICOSA`TRUE DWARF BOXWOOD 5 GAL/36" HT. MIN.3` O.C. 519 CALLUNA VULGARIS HEATHER 2 GAL/15" HT. MIN.2` O.C. 171 CAREX OBNUPTA SLOUGH SEDGE 4" POT 18" O.C. 126 CAREX TESTACEA ORANGE SEDGE 4" POT 18" O.C. 187 CORNUS SERICEA `FLAVIRAMEA`YELLOW TWIG DOGWOOD 3 GAL./36" HT. MIN.3` O.C. 255 CORNUS STOLONIFERA `ELEGANTISSIMA`VARIEGATED REDTWIG DOGWOOD 3 GAL./36" HT. MIN.4` O.C. 498 CORNUS STOLONIFERA `KELSEYI`KELSEY DOGWOOD 3 GAL/18" HT. MIN.3` O.C. 237 IRIS TENAX OREGON IRIS 1 GAL.18" O.C. 234 JUNCUS EFFUSUS SOFT RUSH 1 GAL 3` O.C. 452 LAVANDULA ANGUSTIFOLIA `HIDCOTE`HIDCOTE LAVENDER 2 GAL/15" HT. MIN.2` O.C. 315 LONICERA NITIDA BOX LEAF HONEYSUCKLE 3 GAL./18" HT. MIN.5` O.C. 110 PHILADELPHUS X `BELLE ETOILE`MOCK ORANGE 3 GAL./36" HT. MIN.5` O.C. 85 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 3 GAL/18" HT. MIN.5` O.C. 248 POLYSTICHUM MUNITUM WESTERN SWORD FERN 3 GAL/18" HT. MIN.3` O.C. 17 RHODODENDRON X PJM COMPACTA COMPACT PJM RHODY 3 GAL./24" HT. MIN.4` O.C. 8 RIBES SANGUINEUM RED FLOWERING CURRANT 3 GAL./36" HT. MIN.8` O.C. 583 SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 1 GAL.3` O.C. 84 SPIRAEA DOUGLASII WESTERN SPIREA 3 GAL./18" HT. MIN.5` O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 2,141 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL.18" O.C. 7,244 FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL.18" O.C. 8,889 GAULTHERIA SHALLON SALAL 1 GAL.18" O.C. 26,544 SF LAWN HYDROSEED 2,101 MAHONIA REPENS CREEPING MAHONIA 1 GAL.18" O.C. TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 31 ACER GINNALA `FLAME`FLAME AMUR MAPLE 2" CAL. MIN.AS SHOWN 24 CARPINUS BETULUS `FASTIGIATA`PYRAMIDAL EUROPEAN HORNBEAN 2" CAL. MIN.AS SHOWN 24 CORNUS KOUSA KOUSA DOGWOOD 2" CAL. MIN.AS SHOWN 30 PYRUS CALLERYANA `GLEN`S FORM` TM CALLERY PEAR 2" CAL. MIN.AS SHOWN ACCENT TREES QTY BOTANICAL NAME COMMON NAME SIZE SPACING 18 CERCIS CANADENSIS EASTERN REDBUD 2" CAL. MIN.AS SHOWN 18 CORNUS KOUSA `EDDIE`S WHITE WONDER`KOUSA DOGWOOD 2" CAL. MIN.AS SHOWN SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 23 ABELIA X EDWARD GOUCHER PINK ABELIA 3 GAL./24" HT. MIN.4` O.C. 366 ASTER SUBSPICATUS DOUGLAS ASTER 1 GAL 3` O.C. 42 BUXUS SEMPERVIRENS `SUFFRUTICOSA`TRUE DWARF BOXWOOD 5 GAL/36" HT. MIN.3` O.C. 519 CALLUNA VULGARIS HEATHER 2 GAL/15" HT. MIN.2` O.C. 171 CAREX OBNUPTA SLOUGH SEDGE 4" POT 18" O.C. 126 CAREX TESTACEA ORANGE SEDGE 4" POT 18" O.C. 187 CORNUS SERICEA `FLAVIRAMEA`YELLOW TWIG DOGWOOD 3 GAL./36" HT. MIN.3` O.C. 255 CORNUS STOLONIFERA `ELEGANTISSIMA`VARIEGATED REDTWIG DOGWOOD 3 GAL./36" HT. MIN.4` O.C. 498 CORNUS STOLONIFERA `KELSEYI`KELSEY DOGWOOD 3 GAL/18" HT. MIN.3` O.C. 237 IRIS TENAX OREGON IRIS 1 GAL.18" O.C. 234 JUNCUS EFFUSUS SOFT RUSH 1 GAL 3` O.C. 452 LAVANDULA ANGUSTIFOLIA `HIDCOTE`HIDCOTE LAVENDER 2 GAL/15" HT. MIN.2` O.C. 315 LONICERA NITIDA BOX LEAF HONEYSUCKLE 3 GAL./18" HT. MIN.5` O.C. 110 PHILADELPHUS X `BELLE ETOILE`MOCK ORANGE 3 GAL./36" HT. MIN.5` O.C. 85 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 3 GAL/18" HT. MIN.5` O.C. 248 POLYSTICHUM MUNITUM WESTERN SWORD FERN 3 GAL/18" HT. MIN.3` O.C. 17 RHODODENDRON X PJM COMPACTA COMPACT PJM RHODY 3 GAL./24" HT. MIN.4` O.C. 8 RIBES SANGUINEUM RED FLOWERING CURRANT 3 GAL./36" HT. MIN.8` O.C. 583 SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 1 GAL.3` O.C. 84 SPIRAEA DOUGLASII WESTERN SPIREA 3 GAL./18" HT. MIN.5` O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE SPACING 2,141 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL.18" O.C. 7,244 FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL.18" O.C. 8,889 GAULTHERIA SHALLON SALAL 1 GAL.18" O.C. 26,544 SF LAWN HYDROSEED 2,101 MAHONIA REPENS CREEPING MAHONIA 1 GAL.18" O.C. BENCH9 4 PICNIC TABLE 3 DOG WASTE BIN 1 PLAYGROUND 1 10x20 GAZEBO BELSON OUTDOORS, 940 SM-V6; SEE DETAIL ON SHEET L2.32 TOURNESOL SITEWORKS 'PICNIC TABLE'; STEEL MOUNT WITH WOOD OR RECYCLED PLASTIC AND STEEL TABLETOP; SEE DETAIL ON SHEET L2.32 DOG-ON-IT PARKS 'DOG WASTE BIN'; POWDER COATED STEEL POST WITH 400 PULL STYLE BAG ALUMINUM DISPENSER; SEE DETAIL ON SHEET L2.32 CREATIVE RECREATIONAL SYSTEMS, INC. PD-KP-1513 COMMERCIAL PLAYGROUND EQUIPMENT; SEE DETAIL ON SHEET L2.32 10x20 GAZEBO: RCP SHELTERS INC, LW-G1020-03 SEE DETAIL ON SHEET L2.32 1 20x20 GAZEBO 20x20 GAZEBO: RCP SHELTERS INC, LW-G2020-03 SEE DETAIL ON SHEET L2.32 2 BOLLARD BOLLARD POST, MODEL R-7902; RELIANCE FOUNDRY, SEE DETAIL ON SHEET L2.31 75 LF 18" BRICK SEAT WALL SEE DETAIL ON SHEET L2.31 BENCH9 4 PICNIC TABLE 3 DOG WASTE BIN 1 PLAYGROUND 1 10x20 GAZEBO BELSON OUTDOORS, 940 SM-V6; SEE DETAIL ON SHEET L2.32 TOURNESOL SITEWORKS 'PICNIC TABLE'; STEEL MOUNT WITH WOOD OR RECYCLED PLASTIC AND STEEL TABLETOP; SEE DETAIL ON SHEET L2.32 DOG-ON-IT PARKS 'DOG WASTE BIN'; POWDER COATED STEEL POST WITH 400 PULL STYLE BAG ALUMINUM DISPENSER; SEE DETAIL ON SHEET L2.32 CREATIVE RECREATIONAL SYSTEMS, INC. PD-KP-1513 COMMERCIAL PLAYGROUND EQUIPMENT; SEE DETAIL ON SHEET L2.32 10x20 GAZEBO: RCP SHELTERS INC, LW-G1020-03 SEE DETAIL ON SHEET L2.32 1 20x20 GAZEBO 20x20 GAZEBO: RCP SHELTERS INC, LW-G2020-03 SEE DETAIL ON SHEET L2.32 2 BOLLARD BOLLARD POST, MODEL R-7902; RELIANCE FOUNDRY, SEE DETAIL ON SHEET L2.31 75 LF 18" BRICK SEAT WALL SEE DETAIL ON SHEET L2.31 BENCH9 4 PICNIC TABLE 3 DOG WASTE BIN 1 PLAYGROUND 1 10x20 GAZEBO BELSON OUTDOORS, 940 SM-V6; SEE DETAIL ON SHEET L2.32 TOURNESOL SITEWORKS 'PICNIC TABLE'; STEEL MOUNT WITH WOOD OR RECYCLED PLASTIC AND STEEL TABLETOP; SEE DETAIL ON SHEET L2.32 DOG-ON-IT PARKS 'DOG WASTE BIN'; POWDER COATED STEEL POST WITH 400 PULL STYLE BAG ALUMINUM DISPENSER; SEE DETAIL ON SHEET L2.32 CREATIVE RECREATIONAL SYSTEMS, INC. PD-KP-1513 COMMERCIAL PLAYGROUND EQUIPMENT; SEE DETAIL ON SHEET L2.32 10x20 GAZEBO: RCP SHELTERS INC, LW-G1020-03 SEE DETAIL ON SHEET L2.32 1 20x20 GAZEBO 20x20 GAZEBO: RCP SHELTERS INC, LW-G2020-03 SEE DETAIL ON SHEET L2.32 2 BOLLARD BOLLARD POST, MODEL R-7902; RELIANCE FOUNDRY, SEE DETAIL ON SHEET L2.31 75 LF 18" BRICK SEAT WALL SEE DETAIL ON SHEET L2.31 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54LANDSCAPE SCHEDULE AND NOTESL2.02 GENERAL NOTES 1.THE LANDSCAPE CONTRACTOR MUST BE LICENSED AND OR BONDED. CONTRACTOR MUST BE EXPERIENCED IN LANDSCAPE WORK OF THE BEST TRADE PRACTICES AND HAVE THE NECESSARY EQUIPMENT AND PERSONNEL TO PERFORM WORK. 2.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HER/HIMSELF WITH THE SITE AND ALL OTHER SITE IMPROVEMENTS PRIOR TO THE START OF LANDSCAPE WORK. 3.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND USE CAUTION WHILE EXCAVATING IN ORDER TO AVOID DISTURBING ANY EXISTING UTILITIES. THE LANDSCAPE CONTRACTOR WILL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND OWNER OF ANY CONFLICTS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED DURING PLANTING ACTIVITIES, ALTERNATIVE LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE. 4.THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO OTHER TRADES AS REQUIRED. 5.THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL PLANTS OF THE CORRECT SIZE, SPECIES VARIETY, QUANTITY AND QUALITY AS SPECIFIED ON PLANT SCHEDULE AND SYMBOLS ON LANDSCAPE PLAN. IF UNAVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND PROVIDE THE NAMES AND TELEPHONE NUMBERS OF THREE NURSERY SUPPLIERS OR PLANT BROKERS THAT HAVE BEEN CONTACTED. SUBSTITUTIONS SHALL ONLY BE MADE UPON THE APPROVAL OF THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANSI Z60.1). 7.THE LANDSCAPE CONTRACTOR SHALL DELIVER, MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNERS FINAL ACCEPTANCE IS RECEIVED. 8.THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, INCLUDING PAVEMENT, WALKWAYS, CURBS, FENCING, STRUCTURES, ETC.. DURING CONSTRUCTION. 9.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING INFORMED OF ALL EXISTING CODES, LAWS AND ORDINANCES RELATING TO THE WORK REQUIRED ON SITE, AND SHALL COMPLY ACCORDINGLY. 10.THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ASSURE PROPER SUBGRADES ARE MET. 11.THE LANDSCAPE CONTRACTOR SHALL SUBMIT THREE REPRESENTATIVE SOIL SAMPLES TO THE OWNER'S REPRESENTATIVE FOR TESTING BY AN APPROVED SOIL TESTING LABORATORY. AMENDMENTS SHALL BE ADDED TO THE SOIL MIX AS RECOMMENDED BY SOIL TESTING LAB. 12.THE LANDSCAPE CONTRACTOR SHALL RAKE PREPARED AREAS AND REMOVE ANY ROCK OR DEBRIS OVER 1". ALL LAWN AREAS SHALL BE ROLLED TO PROVIDE A FIRM, SMOOTH SURFACE FREE OF DIVOTS OR MOUNDS. 13.THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 2" DEEP LAYER OF MULCH IN ALL PLANTING BEDS. 14.MULCH SHALL BE 100% NATURAL FIR OR HEMLOCK, FINE GROUND, OF UNIFORM COLOR, FREE FROM DYES, WEED SEEDS, SAWDUST & SCRAP LUMBER FIBER, TRASH, INORGANIC MATERIAL OR ANY OTHER COMPOUND DETRIMENTAL TO PLANT GROWTH. 15.FERTILIZER SHALL BE A COMPLETE, BALANCED COMMERCIAL BRAND WITH COMPLETE CHEMICAL ANALYSIS SHOWN ON AN UNOPENED CONTAINER WHEN DELIVERED. FERTILIZER SHALL BE APPLIED AT RATES CONSISTENT WITH THE MANUFACTURER'S RECOMMENDATIONS AND SOIL TESTING LAB'S RECOMMENDATIONS. 16.WORK AREAS TO BE KEPT NEAT AND ORDERLY AND FREE OF DEBRIS AND RUBBISH AT ALL TIMES DURING PROGRESS OF WORK. RAKE BEDS NEATLY TO AN EVEN FINE GRADE AROUND ALL PLANTS. ALL PAVED AREAS ARE TO BE CLEANED BY BROOM AND/OR WASHED AFTER EACH DAY'S WORK OR MORE FREQUENTLY AS REQUIRED. ALL PLANTING AREAS AND ADJACENT PAVED AREAS SHALL BE LEFT IN A NEAT AND CLEAN CONDITION UPON COMPLETION OF JOB. 17.IF A DISCREPANCY EXISTS BETWEEN THE PLANT QUANTITIES ON THE PLANT SCHEDULE AND THOSE SHOWN ON THE PLAN THE QUANTITIES ON THE PLAN SHALL GOVERN. 18.PROPOSALS FOR PLANT SUBSTITUTIONS, LOCATION ADJUSTMENTS, SOIL AMENDMENTS OR ANY VARIATIONS FROM THE APPROVED PLANS SHALL REQUIRE PRIOR APPROVAL BY THE CITY OF YELM PLANNING. 19.SOILS LOCATED IN PLANTING AREAS THAT HAVE BEEN COMPACTED TO A DENSITY GREATER THAN THAT PENETRABLE WITH A HAND SHOVEL (APPROX. 85%), SHALL BE LOOSENED TO INCREASE AERATION FOR A MINIMUM DEPTH OF 18 INCHES FOR THE ENTIRE AREA OF THE COMPACTED SOILS UTILIZED FOR LANDSCAPE PURPOSES. IMPORTED TOPSOIL SHALL BE INCORPORATED INTO LOOSENED SUB GRADE TO A MINIMUM DEPTH OF 6". VERIFICATION OF THE NEED FOR ADDITIONAL SOIL AMENDMENTS WILL BE MADE AT THIS TIME. RECOMMENDED AMENDMENTS SHALL BE APPLIED PRIOR TO PLANTING. 20.DRAINAGE: CONTRACTOR SHALL NOTIFY THE OWNER OF ANY LOW POINTS OR FORESEEN POOR DRAINING AREAS EXISTING ON-SITE AND PROVIDE CORRECTIVE DRAINAGE PLANS PRIOR TO COMMENCING LANDSCAPE WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL FINISHED LANDSCAPE AREAS THAT ARE PART OF THIS SCOPE OF WORK. ALL POSITIVE DRAINAGE FROM LANDSCAPE AREAS SHALL BE DISCHARGED APPROPRIATELY AND SHALL NOT CREATE DRAINAGE PROBLEMS OFF-SITE OR IN OTHER AREAS OF THE PROJECT. FINISHED LANDSCAPE AREAS WITH PONDING WATER OR OTHER POOR DRAINAGE CONDITIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 21.OWNER SHALL APPROVE PLANT MATERIAL & PLANTING BED LOCATION PRIOR TO INSTALLATION. ALLOW 24 HOURS MINIMUM NOTIFICATION FOR INSPECTION REQUEST. PLANT MATERIAL THAT HAS BEEN APPROVED FOR INSTALLATION SHALL BE PLANTED WITHIN 24 HOURS. INSTALLATION SHALL NOT BE CONDUCTED UNDER ADVERSE WEATHER CONDITIONS WITHOUT PRIOR APPROVAL OF THE RESPONSIBLE OFFICIAL. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE DAY FOLLOWING ARRIVAL SHALL BE HEELED-IN, KEPT MOIST AND PROTECTED AT ALL TIMES FROM EXTREME WEATHER CONDITIONS. PLANTS SHALL BE STORED AT THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 22.TREE PITS SHALL BE A MINIMUM OF TWO TIMES (2X) THE DIAMETER OF THE TREE'S ROOT MASS. ADDITIONAL AERATION MAY BE REQUIRED AS DIRECTED BY THE RESPONSIBLE OFFICIAL. ADD WATER TUBES TO THE TREE PLANTINGS IN PAVED AREAS. 23.STREET TREES SHALL BE SYMMETRICAL AND UNIFORM IN APPEARANCE, SIZE AND STRUCTURE. 24.STREET TREE AND SHRUB INSTALLATIONS SHALL CONFORM TO THE FOLLOWING GENERAL GUIDELINES: A.) TREES SHALL NOT BE PLANTED IN LOCATIONS THAT COULD LEAD TO ROOTS DAMAGING SIDEWALKS OR CURBING, OR IN ANY OTHER LOCATION THAT MAY CAUSE A SAFETY CONCERN. 25.PLANT MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS. PLANT MATERIAL THAT HAS LOST MORE THAN 30 PERCENT OF ITS NORMAL FOLIAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE RESPONSIBLE OFFICIAL. 26.ALL TREE STAKES TO BE REMOVED AFTER A PERIOD OF TWO YEARS. 27.ALL SLOPES STEEPER THAN 3:1 SHALL BE PROTECTED WITH EROSION CONTROL FABRIC INSTALLED PER MANUFACTURER'S SPECIFICATIONS OR OTHER APPROVED EROSION CONTROL METHOD. 28.ALL SOIL IN LANDSCAPED AREAS SHALL BE AMENDED PER 2012 C.O.R. STANDARD DRAWING 632. 29.THE LANDSCAPE PLAN MUST COMPLY WITH SECTION 18.55 OF YMC PLANTING SCHEDULE AMENITIES SCHEDULE 3' 1 1 2 X ROOTBALL DIMENSION 1' DETAIL: PLANTING DECIDUOUS TREE STAKES SHALL EXTEND A MIN. OF 12" INTO UNDISTURBED SOIL 2 x ROOTBALL DIA. RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALLL, AT 120° SPACING GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) STAKING NOTES: PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT FINISH GRADE ROUGHEN EDGES OF PIT REMOVE ALL TWINE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL; NON BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTURBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING PRUNE TREE AS DIRECTED IN PLANTING NOTES DETAIL: PLANTING CONIFER TREE PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT 3' 1 1 2 X ROOTBALL DIMENSION 1' FINISH GRADE REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTURBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING NOT TO SCALE NOT TO SCALE GROUNDCOVER 2" LAYER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. 1 1 2 X ROOTBALL DIA. DETAIL: PLANTING GROUNDCOVER EQUAL EQUAL EQUAL PLANT SPACING PER PLANT TYPE; SEE SCHEDULE NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF-SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18" SMALL SHRUBS (UNDER 3' TALL): 30" MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANT SPACING NOT TO SCALE NOT TO SCALE 2 x ROOTBALL DIA. PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. 1 1 2 X ROOTBALL DIA. DETAIL: PLANTING SHRUB NOT TO SCALE 2% SLOPE 6" TROWLED BAND BOTH SIDES (ON 6' WIDE PATHS ONLY), WITH NO TROWEL MARKS VARIES 4" CONCRETE PATH WITH CONTROL JOINTS AT 5' O.C. EXPANSION JOINTS AT 15' O.C. (MEDIUM BROOM FINISH) 4"- 5/8" MINUS CRUSHED SURFACING TOP COURSE, COMPRESSED TO 95% MODIFIED PROCTOR. NOT TO SCALE DETAIL: CONCRETE WALK PATH 2:1 MAX. SLOPE SUB-BASE COMPACTED 90% MODIFIED PROCTOR EXISTING SUBGRADE SUB-BASE COMPACTED 90% MODIFIED PROCTOR 1 2" RAD. TYP. ROOT BARRIER (DEEPROOT UNIVERSAL BARRIER OR SIMILAR) NOT TO SCALE D790B D638 D638 Flexural Modulus Yield Elongation - Hinge Yield Elongation - Wall Tensile strength @ yield - Wall 7.44% 2.354 PSI Rockwell Hardness r. scale - Wall Tensile strength @ yield - Hinge Notched Izod Impact - Wall D256A D785A D638 D638 2.846 PSI 7.01% 119.625 PSI 3.84 (ft-lbs) 84.4 UB 24-2 Specifications 24" DeepRoot® Tree Root Barrier Specified tree root barrier is a mechanical barrier and root deflector used to prevent tree roots from damaging hardscapes and landscapes. Assembled in 24" (609 mm) long modules to create varying lengths for linear applications, or perimeter surround applications in varying sizes. A. Materials 1. The contractor shall furnish and install tree root barrier as specified. The tree root barrier shall be either product #UB 24-2 as manufactured by DeepRoot® Green Infrastructure, LLC, 530 Washington Street, San Francisco, CA, www.deeproot.com (800.458.7668). 2. Root barrier shall be recyclable, black, injection molded panels with 0.80" (2.03 mm) wall thickness in modules 24" (609 mm) long and 24" (609 mm) deep. 3. Root barrier shall be manufactured with 75% reprocessed polypropylene with added ultraviolet inhibitors. 4. Root barrier shall be comprised of 24" (60.96 cm) panels. Each panel shall have no less than four (4) Molded Integral Vertical Root Directing Ribs of a minimum 0.075" (1.90 mm) thickness, protruding 1/2" (12.7 mm) at 90° from interior of the barrier panel, spaced 6" (152.4 mm) apart. (See Details A & D) 5. Root barrier shall have a Double Top Edge consisting of two parallel, integral, horizontal ribs at the top of the panel at 0.060" (1.52 mm) thickness, 3/8" (9.53 mm) wide and 1/4" (6.35 mm) apart with the lower rib attached to the vertical Root Directing Ribs (See Detail A). 6. Root barrier shall have a minimum of twelve (12) Anti-Lift Ground Lock Tabs consisting of integral horizontal ridges of minimum 0.075" (1.90 mm) thickness in the shape of a segment of an oblong, the 2" (50.8 mm) chord of the segment joining the panel wall and the segment, protruding 3/8" (9.53 mm) from the panel. The twelve ground locks on each panel shall be about equally spaced between each of the vertical root directing ribs (Four (4) between each set of ribs, see Details B & D). 7. Root barrier shall have an integrated Zipper Joining System for assembly by sliding one panel into another (See Detail C). U.S. Patents: 5,305,549; and 5,528,857. Other Patents Pending. ASTM Test MethodPropertiesTypical Value DETAIL A DOUBLE TOP EDGE AND VERTICAL ROOT DIRECTING RIB Double Top Edge Integral Vertical Root Directing Rib DETAIL B - ANTI-LIFT GROUND LOCK TAB DETAIL C - ZIPPER JOINING SYSTEM DETAIL D - TREE ROOT BARRIER PANEL Patented Zipper Joining System Patented Double Top Edge for prevention of root over-growth, extra strength, ultraviolet protection and improved appearance. (See Detail A) DeepRoot® name on every panel. U.S. Patent Nos. 5,305,549 and 5,528,857 and other patents pending 90° Root Directing Rib, integral to panel Root Barrier Panel, 0.080" (2.03 mm) thick 75% reprocessed polypropylene Rounded edges for safety and strength © Copyright 2014 DeepRoot Green Infrastructure, LLC Patented Anti-Lift Ground Lock Tabs (See Detail B) SOURCE: DEEPROOT 18" 3" 2" 18" 24" MIN. 6' MIN. 8" 3/4" FILLET TOP EDGES TYP. CONCRETE CAP. COLOR TO MATCH CONC. PAVING, TYP. SMOOTH TROWEL FINISH TYP. BRICK VENEER - ALL EXPOSEDWALL SURFACES TO MATCH ARCHITECTURE. MASONRY TIES 12" O.C. SOLID CONC. CORE. REINF. BARS AS REQUIRED. THICKENED CONC. EDGE W/ REIN. W/ 1/2" EXPANSION JOINT AND SEALANT IF ADJACENT TO STRUCTURES AGGREGATE BASE IF REQUIRED COMPACTED SUBGRADE FINISH GRADE NOT TO SCALE DETAIL - 18" SEAT WALL NOT TO SCALE SOURCE: RELIANCE FOUNDRY DETAIL: BOLLARD 8' EQ. SPACING 6' 2'-6" EQ. 4-3/4" X 1-1/2" TK CAP ON TOP OF POST 2" X 4" TK TOP RAIL 1" X 4" TK RAIL 2" X 4" TK RAIL 4" X 4" PT POST 1" X 4" CEDAR BOARDS (TIGHT) 2" X 4" TK RAIL 1" X 4" TK RAIL FINISHED GRADE HOLD TOP OF FOOTING 2" BELOW FINISHED GRADE OPTIONAL POST ON PIPE NOT TO SCALE 6' WOOD PANEL FENCE SECTION ELEVATION NOTES: 1. TOP RAIL TO BE HORIZONTAL WITH MAX 12" STEPS AT POSTS AS NEEDED FOR GRADE - VERIFY W/ SUPERINTENDENT ON STEEP GRADES. 2. 2"x4" RAIL SIDE TO FACE INTO THE FENCE OWNER'S PROPERTY EXCEPT AT STREET OR PARK LOCATIONS. 3. WITH GRADE DIFFERENCE OF 6" OR MORE BETWEEN POSTS - SLOPE BOTTOM RAIL TO CONFORM. 4. STAIN ALL WOOD WITH SEMI-TRANSPARENT STAIN, COLOR TO MATCH ARCHITECTURE. STAIN TO BE SELECTED BY OWNER. 6'LANDSCAPE DETAILSL2.31 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54 POURED-IN-PLACE RUBBER SOURCE: SURFACE AMERICA NOTES: 1.POURED IN PLACE RUBBER SURFACING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, WITH ONE OF THE EDGING TRANSITION METHODS DETAILED HEREON. 2.SEE GRADING PLANS FOR MORE INFORMATION ON DRAINAGE FOR POURED IN PLACE, PERMEABLE SURFACING. 3.SUB-BASE SHALL BE PREPAPRED PER ADA GUIDELINES: COMPACTED AGGREGATE - 4" OF 3/4" MINUS IRREGULAR STONE WITH FINES COMPACTED TO 95% IN 2" WATERED LIFTS. USE CONCRETE WHERE PLAY SURFACE OVERLAPS VAULT. CONCRETE TO BE MINIMUM OF 3-4" AT A MINIMUM 2500 PSI. MUST CURE FOR 7 DAYS PRIOR TO BASEMAT CUSHION LAYER. NOT TO SCALE SPLIT RAIL FENCE 6" 48" 10'-0" (TYP.) APPLY EXTERIOR WOOD GLUE TO NOTCHES (TYP.) CHAMFER TOP OF POST 45 DEGREE TO DEPTH OF 1" (TYP.) 3-1/2" DIA. PRESSURE TREATED LODGEPOLE PINE POLE (TYP.) 4-1/2" DIA PRESSURE TREATED LODGEPOLE PINE POLE, SPACED 10' O.C. (TYP.) FINISHED GRADE (TYP.) 12" DIA. CONCRETE FOOTING FOR POSTS; PITCH TO DRAIN (TYP.)12" NOTES: 1. FENCING SHALL BE A PRE-DRILLED "DOWELED RAIL FENCING SYSTEM SUPPLIED BY SULTAN POST AND POLE, OR APPROVED EQUAL. 2. FENCING SHALL BE PRESSURE TREATED LODGEPOLE PINE. PRESSURE TREATMENT SHALL BE CCA IN ACCORDANCE WITH APWA LP-22 TO A MINIMUM RETENTION OF 0.4 lb./cu. ft. 3. CORNER FENCE POSTS SHALL BE 6" DIA. AND LINE POSTS SHALL BE 6" IN DIA. BY 6 FT. IN LENGTH, SPACED 10 FT. O.C.. 4. FENCE RAILING SHALL BE 6" BY 2" BY 10 FT. IN LENGTH WITH 3 RAILS PER POST. 5. THE TOP OF THE POSTS SHALL BE 4 FT. ABOVE FINISH GRADE. 6. ALL POSTS AND RAILS SHALL BE INSTALLED PER THE MANUFACTURE'S WRITTEN INSTRUCTIONS. 36" 1.18 6" CREATIVE RECREATION SYSTEMS, INC PLAY STRUCTURE NOT TO SCALE DOG WASTE STATION NOT TO SCALE BELSON OUTDOORS BENCH NOT TO SCALE TOURNESOL SITEWORKS PICNIC TABLE NOT TO SCALE NOT TO SCALE 20x20 GAZEBO: RCP SHELTERS INC, LW-G2020-03 NOT TO SCALE 10x20 GAZEBO: RCP SHELTERS INC, LW-G1020-03 LANDSCAPE DETAILSL2.32 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54 23 17 29 69 8 12345671291011141315 85 84 90 89 88 87 86 7473 81 72 79777675 676870 6371646566 ROW 83 50 46 36 43354234413340323931383037 44 TRACT A 55 52 56 51 48 57 49 58 47 59 60 61 62 TRACT C 53 54 28 TRACT E 27 26 25 24 20 22 21 18 19 TRACT D 16 45 78 82 80 TRACT B MCRSBF114" 2" 28.11 1" 29.92 1" 32.23 1" 28.34 1" 20.15 1" 29.26 1" 723.9 1" 924.5 1" 13.210 1" 24.411 1" 11.312 1" 20.213 1" 1429.8 1" 153.71 1" 16.916 1" 20.417 1" 2016.0 1" 28.021 1" 6.5822 1" 21.823 1" 9.4425 1" 11.327 1" 1726 1" 15.128 1" 13.229 1" 3110.8 1" 3214.1 1" 3318.7 1" 3420.6 1" 3516.7 1" 3624.4 1" 3716.7 1" 3816.8 1" 3924.3 1" 4018.1 1" 4222.5 1" 22.543 1" 20.644 1" 4534.2 1" 4625.1 1" 20.949 1" 23.151 1" 24.452 1" 33.753 1" 30.054 1" 16.855 1" 32.356 1" 24.557 1" 29.958 1" 16.859 1" 11.260 1" 6118.7 1" 6218.7 1" 6322.5 1" 6418.7 1" 6815.1 1" 6717.9 1" 6910.4 1" 709.46 1" 7116.3 1" 7210.8 1" 7314.2 1" 7417 1" 7517.0 1" 25.776 1" 7.477 1" 7817.0 1" 8013.2 1" 12.981 1" 8213.2 1" 22.883 1" 10.084 1" 17.185 1" 87.56 1" 11.347 1" 4815.0 1" 6514.1 1" 6613.6 1" 12.724 1" 4110.8 1"3010.2 1" 5016.2 1" 114" 114" 114" 112" 2" 114" 2" 2" 1" 2" 114"114" 114" 112" 114" 112" 2" 2" 2" 2" 2" 2" 114" 114" 114" 2" 2" 2" 2"2" 112"112" 114" 112" 114" 114" 114" 114" 2"114" 114" 112" 114" 114"114" 114"114"1" 114" 114" 114" 2" 3 4" 2" 2"2" 114"2"112" 2"2" 2" 2" 1" 112" 2" 2" 2" 114" 112" 114" 2" 114"114"1"114"114"114" 2" 114" 2" 114" 112"114"112"112" 112" 114" 112" 112" 112"112" 112" 114" 114" 112"112" 114" 112"114"112"114"114" 112" 112" 112" 112" 112" 2" 112" 2" 112" 2" 2" 2" 1912.3 1" 114" 112" 114"112" 114" 2" 114" 2" 112" 114" 112"2" 112" 112" 112" 1814.1 1" 7914.1 1"IRRIGATION PLANL3.01 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54 BACKFLOW DEVICE (TYP.) ROW (TYP.) PROPERTY LINE (TYP.) CONTROLER (TYP.) WATER METER (TYP.) RAIN SENSOR (TYP.) REMOTE CONTROL VALVE (TYP.) MAINLINE (TYP.); TO BE SET AT A MIN. OF 10' FROM ANY WET UTILITY AND 5' FROM ANY DRY UTILITY. SHRUB SPRAY HEAD (TYP.) PIPE SLEEVING (TYP.) LATERAL LINE (TYP.) TURF SPRAY HEAD (TYP.) SCALE: 1" = 40' IRRIGATION PLAN RAILWAY ROAD SE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER PROS-02 12 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 7 30 HUNTER PROS-02 15 SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 147 30 HUNTER PROS-02 ADJ SERIES TURF SPRAY, 2IN. POP-UP. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 3 30 HUNTER PROS-00 8 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 1,565 30 HUNTER PROS-00 10 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 103 30 HUNTER PROS-00 12 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 49 30 HUNTER PROS-00 15 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 136 30 HUNTER PROS-00 17 SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 35 30 HUNTER PROS-00 ADJ SERIES SHRUB SPRAY, FIXED RISER. CO-MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 13 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD EFB-CP 1IN., 1-1/2IN., 2IN. BRASS REMOTE CONTROL VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES NON-POTABLE WATER USE. 85 ZURN 950XL 2" DOUBLE CHECK VALVE ASSEMBLY 1 RAIN BIRD ESPLXME2 W/ (3) ESPLXMSM12 48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER. (1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES. 1 RAIN BIRD RSD-BEX RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. 1 WATER METER 1"1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 15,748 L.F. IRRIGATION MAINLINE: BLU-LOCK AND PVC CLASS 200 BLU-LOCK PIPE, AS MANUFACTURED BY HYDRO RAIN, 1/2" TO 1", THEN PVC CLASS 200 FOR 1-1/4" AND LARGER. 6,681 L.F. PIPE SLEEVE: DUCTILE IRON PIPE 2,176 L.F. Q T H TT TQ F Q T H TT TQ F FHTQ Q T H F Q T H TT TQ F Q T H TT TQ F HQ BF C RS M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD EFB-CP 1"SHRUB SPRAY 28.06 18.3 36.4 47.3 2.05 in/h 2 RAIN BIRD EFB-CP 1"SHRUB SPRAY 29.92 97.4 37.8 49.6 1.79 in/h 3 RAIN BIRD EFB-CP 1"SHRUB SPRAY 32.17 121.9 39.7 52.6 2.43 in/h 4 RAIN BIRD EFB-CP 1"SHRUB SPRAY 28.34 80.1 40.4 51.4 2.73 in/h 5 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.14 176.6 35.7 44.4 2.17 in/h 6 RAIN BIRD EFB-CP 1"SHRUB SPRAY 29.17 258.4 36.2 48.5 1.97 in/h 7 RAIN BIRD EFB-CP 1"SHRUB SPRAY 23.92 279.7 38.3 48.7 2.52 in/h 8 RAIN BIRD EFB-CP 1"SHRUB SPRAY 7.56 277.0 31.7 38.3 2.7 in/h 9 RAIN BIRD EFB-CP 1"SHRUB SPRAY 24.54 354.6 38.5 51.5 2.78 in/h 10 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.24 563.9 33.0 40.7 2.67 in/h 11 RAIN BIRD EFB-CP 1"SHRUB SPRAY 24.41 682.0 36.8 48.9 1.77 in/h 12 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.32 632.2 32.6 41.7 2.78 in/h 13 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.24 703.2 34.9 45.1 2.45 in/h 14 RAIN BIRD EFB-CP 1"TURF SPRAY 29.81 710.1 37.1 52.2 1.58 in/h 15 RAIN BIRD EFB-CP 1"SHRUB SPRAY 3.71 756.8 30.3 37.1 1.48 in/h 16 RAIN BIRD EFB-CP 1"SHRUB SPRAY 16.93 682.1 35.5 46.7 2.16 in/h 17 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.39 787.8 35.0 49.3 2.05 in/h 18 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.12 862.2 32.6 2.51 in/h 19 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.3 842.3 33.9 43.5 2.6 in/h 20 RAIN BIRD EFB-CP 1"SHRUB SPRAY 16.04 880.7 35.2 47.3 2.72 in/h 21 RAIN BIRD EFB-CP 1"SHRUB SPRAY 28.02 858.0 37.8 52.6 1.38 in/h 22 RAIN BIRD EFB-CP 1"SHRUB SPRAY 6.58 960.8 31.1 37.8 1.1 in/h 23 RAIN BIRD EFB-CP 1"SHRUB SPRAY 21.79 1,001 34.4 46.2 1.33 in/h 24 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.7 1,127 32.0 40.8 2.41 in/h 25 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.44 1,165 32.4 43.0 2.72 in/h 26 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17 1,197 34.6 45.8 2.73 in/h 27 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.34 1,329 32.4 41.8 2.74 in/h 28 RAIN BIRD EFB-CP 1"SHRUB SPRAY 15.12 1,370 34.1 44.4 2.7 in/h 29 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.22 1,413 32.4 43.4 2.74 in/h 30 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.24 435.7 31.8 38.9 2.28 in/h 31 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.82 1,437 33.9 43.4 2.39 in/h 32 RAIN BIRD EFB-CP 1"TURF SPRAY 14.05 1,490 32.0 43.9 1.02 in/h 33 RAIN BIRD EFB-CP 1"TURF SPRAY 18.72 1,516 33.4 47.0 0.98 in/h 34 RAIN BIRD EFB-CP 1"TURF SPRAY 20.58 1,543 34.0 49.3 0.98 in/h 35 RAIN BIRD EFB-CP 1"SHRUB SPRAY 16.68 1,563 33.6 46.1 1.65 in/h 36 RAIN BIRD EFB-CP 1"TURF SPRAY 24.36 1,575 34.3 53.6 0.99 in/h 37 RAIN BIRD EFB-CP 1"SHRUB SPRAY 16.68 1,567 33.6 46.0 1.65 in/h 38 RAIN BIRD EFB-CP 1"TURF SPRAY 16.83 1,588 32.6 45.5 0.92 in/h 39 RAIN BIRD EFB-CP 1"TURF SPRAY 24.3 1,526 34.7 53.5 1.0 in/h 40 RAIN BIRD EFB-CP 1"SHRUB SPRAY 18.06 1,525 33.6 49.6 1.51 in/h 41 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.82 1,556 32.5 41.5 2.39 in/h 42 RAIN BIRD EFB-CP 1"TURF SPRAY 22.5 1,639 34.2 52.3 0.91 in/h 43 RAIN BIRD EFB-CP 1"TURF SPRAY 22.5 1,601 34.6 52.3 0.93 in/h 44 RAIN BIRD EFB-CP 1"TURF SPRAY 20.61 1,607 33.3 49.1 0.94 in/h 45 RAIN BIRD EFB-CP 1"SHRUB SPRAY 34.16 418.3 38.4 54.2 2.31 in/h 46 RAIN BIRD EFB-CP 1"SHRUB SPRAY 25.1 454.3 36.3 48.1 2.18 in/h 47 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.32 316.8 32.4 39.5 2.79 in/h 48 RAIN BIRD EFB-CP 1"SHRUB SPRAY 15.04 320.3 33.3 42.4 2.36 in/h 49 RAIN BIRD EFB-CP 1"SHRUB SPRAY 20.87 501.0 35.1 45.5 2.37 in/h 50 RAIN BIRD EFB-CP 1"SHRUB SPRAY 16.16 420.4 35.7 46.4 2.34 in/h 51 RAIN BIRD EFB-CP 1"TURF SPRAY 23.15 524.7 35.4 46.3 1.0 in/h 52 RAIN BIRD EFB-CP 1"TURF SPRAY 24.36 1,608 36.1 55.8 0.89 in/h 53 RAIN BIRD EFB-CP 1"TURF SPRAY 33.72 571.4 38.0 54.7 1.04 in/h 54 RAIN BIRD EFB-CP 1"TURF SPRAY 29.97 613.0 36.9 51.6 1.01 in/h 55 RAIN BIRD EFB-CP 1"TURF SPRAY 16.83 614.2 33.1 41.9 0.8 in/h 56 RAIN BIRD EFB-CP 1"SHRUB SPRAY 32.26 610.1 38.2 54.2 2.07 in/h 57 RAIN BIRD EFB-CP 1"SHRUB SPRAY 24.5 589.9 38.7 53.5 2.1 in/h 58 RAIN BIRD EFB-CP 1"SHRUB SPRAY 29.88 625.3 38.2 52.8 1.73 in/h 59 RAIN BIRD EFB-CP 1"TURF SPRAY 16.83 1,787 33.2 46.6 0.96 in/h 60 RAIN BIRD EFB-CP 1"SHRUB SPRAY 11.16 1,781 32.0 42.6 2.31 in/h 61 RAIN BIRD EFB-CP 1"TURF SPRAY 18.72 1,783 33.5 51.5 0.91 in/h 62 RAIN BIRD EFB-CP 1"TURF SPRAY 18.72 1,740 33.5 50.9 0.91 in/h 63 RAIN BIRD EFB-CP 1"TURF SPRAY 22.5 1,729 35.3 53.0 0.84 in/h 64 RAIN BIRD EFB-CP 1"TURF SPRAY 18.72 1,705 33.5 50.5 0.91 in/h 65 RAIN BIRD EFB-CP 1"TURF SPRAY 14.05 1,698 32.2 44.6 1.1 in/h 66 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.64 1,644 32.3 42.5 2.42 in/h 67 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17.94 1,718 34.5 50.3 2.75 in/h 68 RAIN BIRD EFB-CP 1"SHRUB SPRAY 15.12 1,535 34.7 46.4 2.7 in/h 69 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.38 1,851 31.7 41.9 2.56 in/h 70 RAIN BIRD EFB-CP 1"SHRUB SPRAY 9.46 1,933 31.8 41.7 2.68 in/h 71 RAIN BIRD EFB-CP 1"SHRUB SPRAY 16.3 2,045 32.4 49.9 2.09 in/h 72 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.82 2,080 31.7 43.4 2.38 in/h 73 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.16 1,532 35.2 46.0 2.77 in/h 74 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17 1,454 35.1 47.5 2.76 in/h 75 RAIN BIRD EFB-CP 1"SHRUB SPRAY 16.98 1,482 34.9 47 2.79 in/h 76 RAIN BIRD EFB-CP 1"SHRUB SPRAY 25.74 1,252 35.0 50.2 1.81 in/h 77 RAIN BIRD EFB-CP 1"SHRUB SPRAY 7.4 1,168 32.0 39.0 1.68 in/h 78 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17.02 1,291 35.6 53.1 2.56 in/h 79 RAIN BIRD EFB-CP 1"SHRUB SPRAY 14.12 1,357 32.7 2.51 in/h 80 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.22 1,153 34.5 46.7 2.53 in/h 81 RAIN BIRD EFB-CP 1"SHRUB SPRAY 12.88 1,097 33.0 41.3 2.02 in/h 82 RAIN BIRD EFB-CP 1"SHRUB SPRAY 13.22 1,126 34.2 46.2 2.53 in/h 83 RAIN BIRD EFB-CP 1"SHRUB SPRAY 22.84 1,074 34.4 47.0 2.37 in/h 84 RAIN BIRD EFB-CP 1"SHRUB SPRAY 10.0 1,305 31.4 39.1 1.68 in/h 85 RAIN BIRD EFB-CP 1"SHRUB SPRAY 17.12 1,308 33.3 43.5 1.77 in/h Common Wire 6,681 VALVE SCHEDULE P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC:58 PSI Elevation Change:5.00 ft Service Line Size:3" Length of Service Line:20 ft Pressure Available:56 PSI DESIGN ANALYSIS Maximum Station Flow:34.16 GPM Flow Available at POC:37.5 GPM Residual Flow Available:3.34 GPM Critical Station:51 Design Pressure:30 PSI Friction Loss:2.48 PSI Fittings Loss:0.25 PSI Elevation Loss:0 PSI Loss through Valve:3.36 PSI Pressure Req. at Critical Station:36.1 PSI Loss for Fittings:0 PSI Loss for Main Line:10.2 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:6 PSI Loss for Water Meter:3.51 PSI Critical Station Pressure at POC:55.8 PSI Pressure Available:56 PSI Residual Pressure Available:0.23 PSI IRRIGATION SCHEDULE AND NOTESL3.02 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54 IRRIGATION SCHEDULE VALVE SCHEDULE CRITICAL ANALYSIS IRRIGATION NOTES PART 1- GENERAL 1. CONTRACTOR SHALL MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON PROJECT SITE WHEN WORK IS IN PROGRESS. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK, AND TO PROTECT SAID UTILITIES FROM DAMAGE DURING PLANT INSTALLATION. 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. 4. CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION WORK. 5. CONTRACTOR SHALL KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY AT ALL TIMES. ALL PAVED AREAS ARE TO BE CLEANED FOLLOWING PLANTING AND MAINTENANCE ACTIVITIES. 6. PROVIDE EROSION- CONTROL MEASURES TO PREVENT EROSION OR DISPLACEMENT OF SOILS AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS. 7. CLEAN WHEELS OF VEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED SURFACES. PART 2 -IRRIGATION 1. THE IRRIGATION SYSTEM WILL BE DESIGNED, INSTALLED AND MANAGED USING THE ISSAQUAH HIGHLANDS MASTER WATER CONSERVATION PROGRAM. 2. IRRIGATION WILL BE PROVIDED TO ALL LANDSCAPING UNLESS OTHERWISE NOTED. 3. FULL AND COMPLETE HEAD TO HEAD IRRIGATION COVERAGE IS REQUIRED. MAKE ADJUSTMENTS TO LAYOUT FOR IRRIGATION ZONE PRESSURE AND TO ACHIEVE FULL COVERAGE OF IRRIGATED AREAS WITHOUT OVERTHROW ONTO ROADWAYS, SIDEWALKS OR BUILDINGS. 4. MAINTAIN A COMPLETE SET OF RECORD DRAWINGS, CORRECTED DAILY, TO SHOW LOCATION OF SYSTEM COMPONENTS. SUBMIT COPIES AS REQUESTED. 5. AT COMPLETION, SUBMIT 1 FULL SIZE AND ONE HALF SIZE CAD PRODUCED PLAN AT THE SAME SCALE AS THE CONSTRUCTION PLANS, INDICATING THE LOCATIONS OF MAINLINES, VALVES, BACKFLOW PREVENTION DEVICES, ZONE OUTLINES AND OTHER SYSTEM ELEMENTS. INDICATE LOCATIONS WITH DIMENSIONS FROM BUILDINGS, CURB LINES OR OTHER FIXED SITE FEATURES. INCLUDE ONE COPY OF CAD FILE ON CD. 6. SUBMIT TWO SETS OF KEYS, QUICK COUPLER OPERATING KEYS, AND UNIQUE TOLLS OR DEVICES NEEDED TO ACCESS, OPERATE, ADJUST OR MAINTAIN THE SYSTEM. OBTAIN RECEIPT INDICATING LOCATION AND CUSTODIAN OF EACH SET. 7.MAKE REPAIRS AND REPLACEMENTS AND GUARANTEE THE SATISFACTORY OPERATION OF THE SYSTEM IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. ALL WARRANTY REPAIRS OR REPLACEMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE. 8.TESTING: a.NOTIFY THE OWNER AT LEAST 48 HOURS PRIOR TO ALL TESTS AND INSPECTIONS. INSPECTION REPORTS MUST BE MADE FOR ALL TESTS. b.THOROUGHLY FLUSH PIPING BEFORE TESTING AND INSTALLATION OF SPRINKLERS. c.TEST ALL EXPOSED MAINLINE PIPING, VALVES, JOINTS AND FITTINGS AT 150 PSI. IF PRESSURE LOSS OCCURS BEYOND ACCEPTED MAXIMUM, INSPECT THE ENTIRE SYSTEM, MAKE WATERTIGHT AND RETEST TO MEET SPECIFICATIONS. d.SYSTEM WILL PASS TEST WHEN IT MAINTAINS LESS THAN A 5% DROP OVER A 30-MINUTE TEST PERIOD. 12.INSPECTION: UPON COMPLETION OF THE INSTALLATION AND ADJUSTING OF THE IRRIGATION SYSTEM, NOTIFY THE OWNER FOR A SYSTEM INSPECTION. AT THAT TIME PRESENT THE FOLLOWING. a.ZONE BY ZONE SYSTEM DEMONSTRATION AND COVERAGE TEST. b.LOCATION OF MAJOR SYSTEM COMPONENTS. c.WINTERIZATION AND MAINTENANCE PROCEDURES. d.PROCEDURES FOR SETTING THE CONTROLLER. PART 3 - IRRIGATION 1. PIPE: a. MAINLINE AND LATERAL LINES: MAINLINE 2" SCHEDULE 40 PVC PIPE. LATERALS NSF APPROVED CLASS 200 PVC. 2. FITTINGS: a. SOLVENT WELDED SOCKET TYPE: ASTM D 2466, PVC. PIPE FITTING. SCHEDULE 40. b. THREADED TYPE: ASTM D 2464, PVC PIPE FITTINGS, SCHEDULE 80. c. SLEEVES: ASTM D 1785, NSF APPROVED, PVC SCHEDULE 40. 3. JOINTING MATERIALS: a. PVC SOLVENT CEMENT: WELD- ON PLASTIC PIPE CEMENT, 721 FOR PVC b. PVC PRIMER AND CLEANER: WELD-ON PRIMER P-70 PUC/CPUC PURPLE PRIMER. c.TEFLON TAPE SEALER: ½ INCH WIDE, USED AT ALL THREADED JOINTS. 1. VALVES AND ACCESSORIES: a. AUTOMATIC CONTROL VALVE: RAINBIRD PEB SERIES. b. GATE VALVE: BRASS, LINE SIZE. c. MANUAL DRAIN VALVE: BRASS ¾ INCH BALL VALVE. a. QUICK COUPLING VALVE: BRONZE, TWO PIECE CONSTRUCTION, 1 INCH SIZE, RAINBIRD44LRC, OR APPROVED EQUAL, ON A 1 INCH 3-WAY LASCO PVC SWING JOINT. 5. VALVE BOXES: a. CONTROL VALVES: 11” X 17” CARSON VALVE BOX b. GATE VALVES: CARSON 10” ROUND. c. HOSE BIBS AND QUICK COUPLER VALVES: CARSON 10” ROUND. d. BACK FLOW PREVENTION DEVICES: AS PER CITY OF ISSAQUAH SPECIFICATIONS. b. MANUAL DRAIN VALVES: CARSON 6” ROUND VALVE BOX. 6. GATE AND DRAIN VALVE OPERATING KEY: HEAVY GALVANIZED IRON KEY. 7. QUICK COUPLER KEY AND HOSE SWIVEL: BRASS, AS SUPPLIED BY THE RAINBIRD CORPORATION TO FIT THE QUICK COUPLER AS SHOWN ON DRAWINGS. 8. BACKFLOW PREVENTION DEVICES: WILKINS 950XLT, 11 2" DOUBLE CHECK VALVE. 9. PRESSURE REDUCING VALVE: 11 2" WILKINS 600 10. AUTOMATIC CONTROLLERS: ISSAQUAH HIGHLAND CUSTOM AS PROVIDED BY UNITED PIPE AND SUPPLY REDMOND, WASHINGTON. NO EXCEPTIONS. 11.WATER METER: SENSUS METER, SRIITRPL IN CUBIC FEET WITH AMR REGISTER AND LID ADAPTERS PER CITY OF ISSAQUAH SPECS. 12.FLOW SENSORS: DATA INDUSTRIAL, IR-220P 13.SPRINKLERS: ROTOR HEADS TO BE MP ROTATORS, SPRAY HEADS TO BE RAINBIRD 1812-SAM WITH MPR NOZZLES 2.4 DRIPLINE SYSTEM A.DRIPLINE AND INTEGRAL DRIPLINE COMPONENTS: THE DRIPLINE SHALL BE PRESSURE COMPENSATING DRIPLINE. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON SCHEDULE. 1.DRIPLINE FITTINGS: ALL DRIPLINE CONNECTIONS SHALL BE MADE WITH APPROVED INSERT FITTINGS; MANUFACTURER EQUAL TO THAT OF DRIPLINE. 2.SOIL STAPLES: ALL ON-SURFACE/UNDER MULCH DRIPLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH SOIL STAPLES SPACED EVENLY EVERY 5' ON CENTER, AND WAT EACH FITTING 3.LINE FLUSHING VALVES: ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL OR AUTOMATIC LINE FLUSHING VALVES, AS SPECIFIED ON DRAWINGS. 4.AIR/VACUUM RELIEF VALVES: DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AIR/VACUUM RELIEF VALVES ONLY WHERE INDICATED ON DRAWINGS. 5.DISC FILTER: A DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE PROPER FILTRATION . THE FILTER SHALL BE A TORO DISC FILTER (ALFD75150-L) OR APPROVED SUBSTITUTE. 14. LOW VOLTAGE CONTROL WIRE: a. WIRE: SOLID COPPER, UL LISTED FOR DIRECT BURIAL IN GROUND, MINIMUM SIZE #14, UP TO 1,500 FT. AND #12, ABOVE 1,500 FT., CONTROLLER A (RED FOR POSITIVE, WHITE FOR COMMON), CONTROLLER B (BLUE (OR NON-RED) FOR POSITIVE, WHITE FOR COMMON). ALL SPARE WIRES TO BE ORANGE. b. CONNECTORS: DBY OR DBR AS MANUFACTURED BY 3-M CORPORATION. NOT TO SCALE MAIN LINE TO SYSTEM. WATER SERVICE FROM IRRIGATION METER 12" MIN. 6" MIN. 4" MIN. 6" MAX. NOTES: 1.ENCLOSURE 2" & SMALLER D.C.V.A. IN TWO METER BOXES STACKED ON TOP OF EACH OTHER OR OVERSIZE BOX MUST HAVE REMOVABLE COVER, BOXES TO BE LOCATED IN SIDEWALK AND AREAS WITH VEHICULAR TRAFFIC SHALL BE METAL EQUAL TO OLYMPIC FOUNDRY SM30 BOXES, IN OTHER NON TRAFFIC AREAS TO BE CARSON INDUSTRIES 1730-18 BCFXL METER BOX WITH 1730 COVER. 2.PER PLUMBING CODE REQUIREMENT, IRRIGATION SYSTEMS MUST HAVE SHUT OFF INSTALLED AS SHOW, FEMALE FITTINGS ARE PROHIBITED IN CONJUNCTION WITH METALLIC MALE FITTINGS. 3.ALL INSTALLATIONS MUST MEET MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE AND WSDOH APPROVED INSTALLATION LIST. 4.TESTING IS REQUIRED BY A WASHINGTON STATE DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER; ASSEMBLY TO BE MAINTAINED BY OWNER. 5.USE PIPE DOPE ON ALL GALV. FITTINGS PLASTIC VALVE BOX CARSON 0910 OR EQUAL GATE VALVE PRESSURE REDUCING VALVE FEBCO PRV-1 INSTALL SIDEWAYS GALVANIZED UNION APPROVED DOUBLE CHECK VALVE (SEE IRRIGATION SCHEDULE) AMETEK BOX OR 2" DIAMETER P.V.C.WITH LOCKING CAP. GALVANIZED UNION QUICK COUPLING VALVE (SEE IRRIGATION SCHEDULE) 1" WASHED GRAVEL UNDER ENTIRE ASSEMBLY 6" DEPTH, BLOCK UNIT AS REQUIRED. TEST COCKS TO FACE SIDEWAYS ALLOW 6" MIN. CLEARANCE BETWEEN THEM AND THE SIDE OF BOX. GALVANIZED UNION GALVANIZED UNION INTERIOR WALL MODEL X-CORE-X00i CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE PLUG-IN TRANSFORMER DETAIL - CONTROLLER WALL MOUNT HEAD TO HEAD SPACING MAY BE DEFINED AS EACH HEAD'S SPRAY HITTING EACH ADJACENT HEAD, ALL DIRECTIONS. FOR EXAMPLE, 12' RADIUS HEADS SHALL NOT BE SPACED FURTHER THAN 12' ALL DIRECTIONS. HEAD TO HEAD LAYOUT NOTE: PLAN VIEW ALL SHRUB HEADS TO BE IN SHRUB BED, AND TURF HEADS SHALL BE PLACED IN THE TURF, 4" FROM EDGE OF BED. NOTES: 1.USE 4" POP-UPS IN TURF AREAS AND 12" POP-UPS IN SHRUB OR GROUND COVER AREAS. VALVE NOTES: 1.DO NOT ALLOW VAULT TO REST ON PIPE. 2.ALL PIPE AND FITTINGS WITHIN VAULT TO BE SCH 40 PVC SAME SIZE AS OUTLET LATERAL. 3.ALL BOLT COVERS TO BE LOCKING TYPE, BOLT INSTALLED. 4.NO FEMALE ADAPTERS PERMITTED. 5.TEFLON TAPE ONLY. USE NO PIPE DOPE. 6.PROVIDE 6" WASHED DRAIN ROCK BENEATH VAULT. DETAIL - ZONE CONTROL VALVE DETAIL - TRENCHING24" MIN18" MINAUTOMATIC CONTROL VALVE PLASTIC ISOLATION BALL VALVE SAME SIZE AS CONTROL VALVE VAULT FLUSH W/ FINISH GRADE SCHEDULE 40 PVC NIPPLE, TYP. LENGTH AS REQUIRED SCHEDULE 40 PVC 90 BLULOCK & PVC CLASS 200 USE CARSON STANDARD VALVE BOX FOR 1" VALVES,CARSON JUMBO VALVE BOX FOR 1-1/2" VALVES,ANDSUPER-JUMBO VALVE BOX FOR 2" VALVES. VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NECESSARY. PVC UNIONS, TYP. USE 3" LENGTH NIPPLES BOTH SIDES OF UNION. LATERAL LINE 4" CLEAR 3" MIN. CLEAR FINISH GRADE 24" 12" CONCRETE SIDEWALK ROOT BARRIER12" MAINLINE AND LATERAL TRENCHING 24" 1. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 2. DUCT TAPE ENDS OF SLEEVE PIPE 3. SURVEYOR TO LOCATE ALL HARD SURFACES PRIOR TO SLEEVE PIPE INSTALLATION. SLEEVE TRENCHING 24" BARE COPPER TRACE WIRE 12" GAUGE TAPED ON MAINLINE 15" O.C. 1. IN SIDEWALK PLANTING STRIPS PLACE MAINLINE AT 24" DEPTH AND 12" IN FROM SIDEWALK. 2. IN SIDEWALK PLANTING STRIPS PLACE LATERALS AT 12" DEPTH AND 18" IN FROM SIDEWALK. COMPACTED CLEAN BACKFILL PVC LATERAL PIPE PVC MAINLINE FIELD CONTROL WIRES TAPED TOGETHER AT 10" 0.C. LOCATE 6" FROM SIDE OF MAINLINE COMPACTED CLEAN BACK-FILL OR BEDDING SAND, 6" DEPTH BELOW PIPE ASPHALT, CONCRETE OR MASONRY PAVED SURFACE BY OTHERS COMPACTED BACKFILL FROM NATIVE SOIL 5/8 MINUS CRUSHED ROCK BEDDING PVC SLEEVE DETAIL - POINT OF CONNECTION NOT TO SCALE NOT TO SCALENOT TO SCALE SPRAY HEAD SECTION VIEW NOTES: 1.USE 4" POP-UPS IN TURF AREAS AND 6" POP-UPS IN SHRUB OR GROUND COVER AREAS, AS SHOWN IN IRRIGATION SCHEDULE. 2.USE TEFLON TAPE AT ALL TREADED FITTINGS DETAIL - POP-UP SPRAY HEAD SPRAY OR BUBBLER NOZZLE FLUSH W/ FINISH GRADE NOZZLE & BODY PER SPECIFICATIONS USE BOTTOM INLET ONLY SCH 40 PVC STREET ELL AND SWING PIPE 90 POLY PIPE 30" MAX. LENGTH SCH 40 PVC STREET ELL AND SWING PIPE 90 SCH 40 PVC FITTINGS, TYP. LATERAL, TYP. SIZE AS INDICATED ON PLAN12" MINNOT TO SCALE NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. REMOTE CONTROL VALVE SPRINKLER HEAD IRRIGATION WATER METER (1") MASTER CONTROL VALVE VALVE BOX CONNECTION AND WATER METER GALVANIZED PIPE TO POINT OF BRASS QUICK COUPLER VALVE (RAINBIRD 44LRC) VALVE BOX (CARSON JUMBO BOX) APPROVED DOUBLE CHECK VALVE (SEE DETAIL HEREON) PVC IRRIGATION MAIN (SCHEDULE 40) M Q FLOW SENSOR FROM SOURCE 2" BRASS BALL VALVE PVC PIPE (SCHEDULE 80) NOT TO SCALE DETAIL - POINT OF CONNECTION PLAN (NO PRV) NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (1) EACH QCV KEY AND SWIVEL HOSE ELL PER PROJECT. 4. PROVIDE 6" DEPTH DRAIN ROCK. 24" MAX. 15" MIN.30" MIN. 50" MIN. UNINTERRUPTED FLOW STANDARD VAULT PER SPECIFICATIONS TEE WITH 1" FLOW SENSOR, SEE SPECS. NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE 2. PROVIDE MIN. 6" DEPTH DRAIN ROCK. 3. USE PE-89 WIRE FOR CONNECTION TO FLOW MONITOR. MAIN LINE BUSHING, TYPICAL MAIN LINE SECTION 18" MIN. TO MASTER VALVEFLOW PVC SCH 80 SAME SIZE AS FLOW SENSORTEE DETAIL - HEAD LAYOUT NOT TO SCALE DETAIL -FLOW SENSOR NOT TO SCALE IRRIGATION DETAILSL3.31 DESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYING22205SHELM MEADOWSBLUE FERNSW & SE 1/4 OF THE NE 1/4, SEC. 19, TWP. 17 N., RGE. 2 E., W.M. 54