Loading...
A_ST MATTHEWSSYMBOL CODE QTY BOTANICAL NAME COMMON NAME INSTALL SIZE PKG.MATURE SIZE CONIFEROUS TREES JS 3 JUNIPERUS SCOPULORUM ROCKY MOUNTAIN JUNIPER 8` HT.B&B 20-30' H X 5-15' W PC2 4 PICEA GLAUCA 'CONICA'DWARF WHITE SPRUCE 8` HT.B&B 10-15` H X 4-5` W DECIDUOUS TREES BE 3 BETULA PENDULA MULTI-TRUNK EUROPEAN WHITE BIRCH2.25" CAL.B&B 30-40`H X 15-30`W CONIFEROUS SHRUB PSH 6 PINUS SYLVESTRIS 'HILLSIDE CREEPER'HILLSIDE CREEPER SCOTCH PINE 5 GAL.POT 1.5-2`H X 6-8`W DECIDUOUS SHRUB PRP 9 PRUNUS BESSEYI `P011S` TM PAWNEE BUTTES SAND CHERRY 5 GAL.POT 1-1.5`H X 4-6`W GRASSES CAK 16 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`FEATHER REED GRASS 1 GAL.POT 3-5`H X 1.5-2.5`W CXA 52 CAREX ALBICANS WHITE-TINGED SEDGE 1 GAL.POT 1-1.5`H X .75-1`W DEG 13 DESCHAMPSIA CESPITOSA `GOLDTAU`GOLD DEW TUFTED HAIR GRASS 1 GAL.POT 1-2`H X 1-2`W SPH 15 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 1 GAL.POT 2-3`H X 2-3`W PERENNIALS ACH 9 ACHILLEA MILLEFOLIUM `ACBZ0002`LITTLE MOONSHINE COMMON YARROW1 GAL.POT 1.5-2`H X 1.5`-2`W ALR 15 ATHYRIUM FILIX-FEMINA 'LADY IN RED'LADY IN RED FERN 1 GAL.POT 1.5-2`H X 1.5`-2`W GOD 41 GALIUM ODORATUM SWEET WOODRUFF 1 GAL.POT .5-1.5` H X .5-1.5` W GMB 56 GERANIUM MACRORRHIZUM 'BEVAN'S VARIETY'BEVAN'S VARIETY BIGROOT GERANIUM1 GAL.POT 0.5-1`H X 1-1.5`W LUS 9 LUPINUS SERICEUS SILKY LUPINE 1 GAL.POT 1-2.5`H X 1.5-2`W LNA 70 LYSIMACHIA NUMMULARIA 'AUREA'GOLDEN CREEPING JENNY 1 GAL.POT .5-1.5` H X .5-1.5` W MAS 14 MATTEUCCIA STRUTHIOPTERIS OSTRICH FERN 1 GAL.POT 3-4`H X 1.5-2`W NER 10 NEPETA RACEMOSA `WALKER`S LOW`CATMINT 1 GAL.POT 2-2.5`H X 2.5-3`W RAC 24 RATIBIDA COLUMNIFERA YELLOW PRAIRIE CONEFLOWER 1 GAL.POT 1-2`H X 1-2`W PLANT SCHEDULE PERFORMANCE IRRIGATION NOTES: 1.SEE GENERAL NOTES AND PLANTING PLAN. 2.CONTRACTOR TO DESIGN AND INSTALL UNDERGROUND AUTOMATIC IRRIGATION SYSTEM TO PROVIDE ADEQUATE WATER FOR ALL PLANT MATERIAL AS SHOWN ON L401. SCHEMATIC LAYOUT IS PROVIDED. INSTALL MANUAL DRAINS (X/LXXX) AT LOW POINTS AND AIR RELIEF VALVES (X/LXXX) AT HIGH POINTS ALONG MAINLINE (10/L501). INSTALL QUICK COUPLERS (X/LXXX) AT END OF MAINLINE AND ISOLATION VALVES (9/L501) DOWNSTREAM OF MAINLINE TEES. 3.IRRIGATION SYSTEM WATER SOURCE IS DOMESTIC FROM BUILDING WITH BACKFLOW PREVENTER PROVIDED BY PLUMBING CONTRACTOR. SEE PLUMBING FOR POINT OF CONNECTIONS & FOUNDATION WALL PENETRATION.. 4.CONTRACTOR TO VERIFY AVAILABLE GALLONAGE AND PRESSURE. DESIGN IRRIGATION SYSTEM BASED UPON AVAILABILITY. 5.PROVIDE CONTROLLER LOCA TED IN BASEMENT ON FOUNDATION WALL AS SHOWN ON PLAN. COORDINATE WITH ELECTRICALFOR CONDUIT THROUGH BUILDING. 6.IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE OWNER'S REPRESENTATIVE. 7.PROPOSED PLANTERS SHALL BE WATERED BY IN-LINE EMITTER DRIP (SEE GENERAL SCHEMATIC DRIP LAYOUT (X/LXXX)), WITH DRIP ZONE CONTROL KIT ((X/LXXX)). PROVIDE PVC LATERALS TO BEDS AND CONNECT TO DRIP LINE AS NOTED AND DETAILED. 8.CONTRACTOR SHALL PROVIDE SLEEVING FOR PIPE BELOW PAVEMENT. SLEEVE PER LEGEND. SUPPLY ONE EXTRA SLEEVE WITH EACH MAINLINE SLEEVE FOR CONTROL WIRES. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES AND OTHER PROJECTS. 9.IRRIGATION SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. 10.ZONES TO BE DESIGNED WITH REGARD TO PLANT MATERIAL AND WIND AND SUN EXPOSURE TO ENSURE PROPER PLANT REQUIRED WATER COVERAGE. 11.PROVIDE ALL COMPONENTS REQUIRED FOR PROPER WINTERIZATION OF SYSTEM. 12.PRIOR TO IRRIGATION MAINLINE TRENCH BACKFILL, CONTRACTOR TO CONTACT ARCHITECT FOR MAINLINE PRESSURE TEST. 13.PROVIDE FIVE COPIES OF SCHEMATIC PRIOR TO MATERIAL PURCHASE AND THEN FINAL SHOP DRAWINGS FOR WRITTEN APPROVAL. SEE SUBMITTAL REQUIREMENTS FOR ADDITIONAL INFORMATION. 14.INSTALL IRRIGATION SYSTEM AS DETAILED AND SPECIFIED. GENERAL DEMOLITION NOTES A.SEE CIVIL FOR ALL SITE DEMOLITION, INCLUDING TREE REMOVAL AND TOPSOIL STOCKPILE. B.REMOVE EXISTING GROUNDCOVER AND PLANTINGS IN UNDISTURBED AREAS PROPOSED FOR NEW GROUNCOVER AND PLANTINGS. SEE SPECIFICATIONS FOR SOIL AMENDMENTS. C.SEE PLANTING PLANS, PLANTING DETAILS AND PLANT PROTECTION SPECIFICATION FOR PLANTINGS TO REMAIN. D.SEE IRRIGATION PLANS FOR EXISTING IRRIGATION INFORMATION. EXISTING IRRIGATION NOTES: 1.PRIOR TO WORK, CONTACT THE OWNER AND THE ARCHITECT TO DISCUSS AVAILABLE AS-BUILT INFORMATION. INFORMATION PROVIDED IS ESTIMATED. VERIFY ACTUAL AND COORDINATE WITH OWNER AND ARCHITECT FOR DISCREPANCIES. 2.[TWO SEPARATE, AN] IRRIGATION SYSTEMS EXIST ONSITE, ARE AFFECTED BY PROJECT DISTURBANCES AND ARE GENERALLY DESCRIBED AS: 2.1.NORTH SYSTEM (EXISTING): 2.1.1.WATER SOURCE: X" [DOMESTIC, WELL, POND, IRRIGATION DITCH] LOCATION?. 2.1.2.POINT OF CONNECTION (P.O.C.): X" MAINLINE SHOWN ON PLANS. 2.1.3.CONTROLLERS: LOCATION, MODEL & MANUFACTURER?. EVALUATE CAPACITY OF CONTROLLER. IF NEW CONTROLLER REQUIRED, EXPAND TO PROVIDE 125% OF REQUIRED STATIONS. UPDATE CONTROLLER CHART AS DETAIL & SPECIFIED. 2.2.SOUTH SYSTEM (EXISTING) 2.1.1.WATER SOURCE: X" [DOMESTIC, WELL, POND, IRRIGATION DITCH] LOCATION?. 2.1.2.POINT OF CONNECTION (P.O.C.): X" MAINLINES SHOWN ON PLAN. 2.1.3.CONTROLLER: LOCATION, MODEL & MANUFACTURER?. EVALUATE CAPACITY OF CONTROLLER. IF NEW CONTROLLER REQUIRED, EXPAND TO PROVIDE 125% OF REQUIRED STATIONS. UPDATE CONTROLLER CHART AS DETAIL & SPECIFIED. 3.THE EXISTING IRRIGATION SYSTEMS MAY EXTEND BEYOND AND THROUGH THE PROJECT LIMITS. AREAS MUST REMAIN OPERATIONAL DURING THE GROWING SEASON. PRIOR TO CONSTRUCTION, COORDINATE WITH OWNER TO PROVIDE TEMPORARY AND PERMANENT CONNECTIONS TO MAINTAIN PLANTS TO REMAIN. 4.SEE CIVIL FOR DEMOLITION OF MAINLINES. REMOVE ALL EXISTING AT-GRADE SYSTEM COMPONENTS (INCLUDING HEADS WITH JOINTS, VALVES, BOXES, ETC.) IN PROJECT DISTURBANCE AREAS AND RETURN TO OWNER AT OWNERS DISCRETION. REMOVE ALL BELOW-GRADE PIPING. 5.EXISTING IRRIGATED SHRUBS, AND PERENNIALS, ETC, TO REMAIN WITHIN THE PROJECT AREA TO BE MAINTAINED WITH EXST WATERING TYPE/METHOD. EXISTING NON-IRRIGATED TREES, TO REMAIN WITHIN PROJECT AREA DO NOT REQUIRE NEW IRRIGATION. 6.RELOCATE EXISTING LONG IRRIGATION LINES OUT FROM UNDER NEW PAVEMENT. INSTALL IRRIGATION SLEEVES ON EXISTING LINES WHERE NEW PAVEMENT. 7.WHERE EXISTING IRRIGATION LINES EXTEND UNDER NEW PAVEMENT, PROVIDE NEW IRRIGATION LINES WITH SLEEVES AS DETAILED. 8.MODIFY ADJACENT EXISTING ZONES TO ACCOMMODATE NEW AREAS. SITE PLAN NOTES 1.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 2.DIMENSIONS ARE FROM BACK OF CURB AND FACE OF WALL CAP. 3.DIMENSION UNITS ARE 1 FOOT ('), AND ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. 4.SEE CIVIL FOR GRADES AND PAVEMENT MATERIAL AND DESIGN. 5.COORDINATE SLEEVES (IRRIGATION, ELECTRICAL, ETC.) PRIOR TO PAVEMENT AND WALL INSTALLATION. GENERAL NOTES 1.VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES INCLUDING ANY THAT MAY NOT BE INDICATED ON THIS PLAN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2.PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE IF DAMAGE OCCURS RESULTANT FROM CONTRACTOR'S OPERATIONS OR NEGLIGENCE. 3.PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR NEW CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY NOTED. 4.DO NOT SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING WORK. START OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. 5.CHANGES OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT AND/OR AN APPROVED CHANGE ORDER WILL BE CONSIDERED UNAUTHORIZED. COORDINATE NECESSARY MODIFICATIONS WITH ARCHITECT PRIOR TO EXECUTING CONSTRUCTION. SEE SPECIFICATIONS FOR CONTRACT MODIFICATION PROCEDURES AND AS-BUILT REQUIREMENTS. 6.REVIEW ALL DISCIPLINE DRAWINGS AND COORDINATE WITH GENERAL CONTRACTOR AND ALL TRADE CONTRACTORS FOR WORK SHOWN ON LANDSCAPE DRAWINGS AND SPECIFICATIONS. 7.NOTIFY LANDSCAPE ARCHITECT AND OWNER IN WRITING OF ANY EXPECTED DISRUPTIONS IN SERVICE OR CHANGES IN CONSTRUCTION SCHEDULE AND OBTAIN WRITTEN PERMISSION AS SPECIFIED. 8.IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 9.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 10.PROVIDE ALL COMPONENTS AND ACCESSORIES FOR A COMPLETE AND FINISHED INSTALLATION FOR PRODUCTS SHOWN ON THE DRAWING SHEETS. 11.ELECTRONIC FILES FOR LAYOUT AVAILABLE UPON WRITTEN REQUEST. 12.NOTIFY LANDSCAPE ARCHITECT IN WRITING 7 DAYS PRIOR TO SCHEDULE INSPECTIONS. 13.DURING ALL INSTALLATION, KEEP ADJACENT PAVING, CONSTRUCTION AREAS, AND WORK AREAS CLEAN AND IN ORDERLY CONDITION. PROTECT ALL STRUCTURES, UTILITIES, AND SITE IMPROVEMENTS, INCLUDING PLANT AND IRRIGATION MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS OR ACTIVITIES BY OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE ANY DAMAGED IMPROVEMENTS, INCLUDING PLANTINGS OR IRRIGATION EQUIPMENT. 14.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS. 15.AT SEED AREA BOUNDARIES ADJACENT TO EXISTING NATIVE AREAS, OVERLAP ABUTTING NATIVE AREAS BY THE FULL WIDTH OF THE SEEDER. 16.EXISTING SOD AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING SOD SPECIES. DISTURBED NATIVE AREAS WHICH ARE TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX. 17.THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY AND COUNTY SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES, THE HIGHER OF THE TWO STANDARDS SHALL HAVE PRECEDENCE.TREE, SHRUB, & PERENNIAL 1.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN HORTICULTURE INDUSTRY ASSOCIATION AMERICAN STANDARD FOR NURSERY STOCK. 2.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT. 3.NO PLANT SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 4.PROVIDE MULCH AS NOTED IN BEDS. CONTRACTOR TO SUBMIT SAMPLES PRIOR TO INSTALLATION. MODIFY FINISH GRADE ADJACENT TO WALKING SURFACES TO PREVENT MULCH FROM MIGRATING DURING RAIN EVENTS. 5.IF SUBSOIL CONDITIONS SHOW EVIDENCE OF UNEXPECTED WATER SEEPAGE OR RETENTION NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND MITIGATE AS REQUIRED. 6.TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT OWNERS REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION. 7.ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 8.ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. 9.ALL TREES IN SOD OR SEED SHALL RECEIVE ORGANIC MULCH RINGS PER DETAILS PLANTING NOTES 1.EVALUATE EXISTING SITE CONDITIONS AND REMEDY AS REQUIRED TO PROVIDE FOR HEALTHY PLANT GROWTH AND MITIGATE UNSIGHTLY CONDITIONS. 2.RE-GRADE, PREPARE SOIL AND PLANT OR REPAIR TO ORIGINAL CONDITION ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY. PLANT PER PLANTING PLAN. FOR DISTURBANCES BEYOND PLAN, MATCH EXISTING PLANTS AND ACCESSORIES. SOD OR RE-SOD EXISTING AND DISTURBED IRRIGATED TURF. A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDCOVER OR GRADE. PROVIDE SMOOTH AND CLEAN TRANSITION BETWEEN EXISTING AND DISTURBANCES. IRRIGATION DISTURBANCE AREAS ARE CONCEPTUAL, COORDINATE ACTUAL. 3.PLANTER AREAS SHALL RECEIVE 12" OF TOPSOIL. AT PAVING IN SHRUB/PLANTER AREAS BRING FULL TOPSOIL DEPTH TO WITHIN 3" OF FINISH GRADE TO ALLOW FOR MULCH. COORDINATE TOPSOIL INSTALLATION WITH OTHER TRADES. CONTRACTOR SHALL VERIFY CHARACTERISTICS OF TOPSOIL TO BE INSTALLED AND AMEND AS REQUIRED TO GET PROPER CHARACTERISTICS AND DEPTH. 4.ALL PLANT MATERIAL SHALL RECEIVE ADEQUATE AMOUNT OF WATER TO MEET WATERING REQUIREMENTS SUPPLIED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM UNLESS NOTED OTHERWISE. PROVIDE SMOOTH AND CLEAN TRANSITION BETWEEN ALL TURF/GRASS TYPES, BOTH EXISTING AND PROPOSED. 5.ALL LANDSCAPE AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT 4 CU.YARDS/1,000 SF OR AS NOTED IN THE SPECIFICATIONS (IF APPLICABLE). 6.ALL SHRUB BEDS ARE TO BE MULCHED WITH A MIN. 3" DEPTH ORGANIC SHREDDED GORILLA HAIR MULCH OVER GEOTEXTILE WEED CONTROL FABRIC. ALL GROUNDCOVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH MIN. 3" DEPTH GORILLA HAIR LANDSCAPE MULCH. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. 7.EDGING TO BE 4" x 14 GAUGE, GREEN STEEL, ROLLED TOP, INTERLOCKING EDGER (OR AS NOTED IN THE LEGEND), INSTALLED PER PLANS, AND AS DETAILED. 8.PRIOR TO THE PLACEMENT OF MULCH AND WEED FABRIC, A GRANULAR, PRE-EMERGENT, WEED CONTROL AGENT SHALL BE ADDED TO ALL PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS, EXCEPT AROUND ORNAMENTAL GRASSES. 9.WHEN PLANTER POTS ARE SHOWN, UNLESS OTHERWISE SPECIFIED ON THE PLANS, THE CONTRACTOR SHALL INCLUDE THE FOLLOWING: PLANTER MIX, ANNUAL FLOWERING PROGRAM THAT INCLUDES (2) PLANTINGS FOR THE FIRST YEAR (SPRING AND FALL) AND WINTER HAND WATER AS NEEDED. UNLESS OTHERWISE SPECIFIED, CONTRACTOR TO PROVIDE ANNUAL PLANTING SELECTION FOR REVIEW BY OWNER. ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:42 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_L100's.dwg L100 GENERAL NOTES AND SCHEDULES - MARQUIS MARQUIS ROSA CITY OF KALISPELL REGULATIONS SITE ZONING: H-1 GENERAL BUSINESS CHAPTER 27 ZONING 24-90 STREET BOULEVARDS - LANDSCAPE MATERIALS AND DESIGN REQUIRED:PROVIDED: C.1.b ALL TREES SHALL COMPLY WITH 1086 TREE ORDINANCE YES 1086 TREE ORDINANCE 4.02.1.a ALL STREET TREES SHALL BE A MIN OF 1.25-1.5" CAL WITH MIN. 8'-0"-10'-0" HEIGHT 4.02.3.b TREES SHALL BE SPACED MIN. 30' FROM STREET INTERSECTIONS. AND MIN. 15' FROM DRIVES AND ALLEYS 4.02.3.c NO TREE SHALL BE WITHIN 10' OF A UTILITY POLE C.1.c SHRUBS SHALL BE MIN. 1'-0" TALL GENERAL LA, 2'-0" TALL FOR BUFFERING/SCREENING AT PLANTING YES C.1.i MULCH WATERING RINGS; MIN. 4'-0" DIA. WITH MIN. 2" DEPTH OF FIBROUS MULCH REQ. ALL BOULEVARD TREES.YES 93.B.5 USE OF ROCK LANDSCAPE OR ROCK MULCH (ROCKS < 4" DIA. ) SHALL NOT BE PLACED WITHIN 2' OF ANY PUBLIC WALKWAY OR ROAD. NO ROCK MULCH NO ROCK MULCH 4.02.3.d LARGE TREES SHALL BE PLANTED FORTY (40) TO SIXTY ( 60) FEET ON CENTER; ALL MEDIUM- SIZED TREES SHALL BE PLANTED A MINIMUM OF THIRTY- FIVE (35) FEET ON CENTER; AND ALL SMALL TREES SHALL BE PLANTED A MINIMUM OF TWENTY-FIVE (25) FEET ON CENTER. TREE MITIGATION LEGEND EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED TREE PROTECTION FENCE ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:42 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_L201.dwg L201 TREE DEMOLITION & PROTECTION PLAN - MARQUIS MARQUIS ROSA 1 L201 TREE DEMOLITION & PROTECTION PLAN 1" = 20' NORTH REF. ST MATTHEWS CATHOLIC PARISH ST MATTHEWS CATHOLIC PARISH EXISTING PARKING EXISTING PARKING EXISTING OUTDOOR RECREATION AREA EXISTING OUTDOOR RECREATION AREA EXISTING FENCE, TYP. EXISTING SIDEWALK, TYP. TREE TO BE REMOVED, TYP. TREE TO BE REMAIN, TYP. PLANTING LEGEND DECIDUOUS TREE PLANTING - ORNAMENTAL SEE DETAIL EVERGREEN TREE PLANTING SEE DETAIL EDGING - STEEL, SEE DETAIL LANDSCAPE BED SEE FURNISHING AND MATERIALS SCHEDULE BOULDER - SEE DETAIL PROPERTY LINE EASEMENT LINE WM WATER MAIN, SEE CIVIL SS SANITARY SEWER, SEE CIVIL FIRE HYDRANT, SEE CIVILHYD ST STORM LINE, SEE CIVIL DECIDUOUS SHRUBS SEE DETAIL EVERGREEN SHRUBS SEE DETAIL GRASSES SEE DETAIL PERENNIALS SEE DETAIL TURF - SOD SEE SEED MIX LIST LANDSCAPE BED SEE FURNISHING AND MATERIALS SCHEDULE ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:42 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_L100's.dwg L301 OVERALL LANDSCAPE PLAN - MARQUIS MARQUIS ROSA 1 L301 OVERALL LANDSCAPE PLAN 1" = 10' NORTH REF. RE: (1/L302, 1/L401)RE: (1/L302, 1/L401) ST MATTHEWS CATHOLIC PARISH ST MATTHEWS CATHOLIC PARISH EXISTING PARKING EXISTING PARKING EXISTING OUTDOOR RECREATION AREA EXISTING OUTDOOR RECREATION AREA EXISTING FENCE, TYP. EXISTING SIDEWALK, TYP.EXISTING SIDEWALK, TYP. PLANTING LEGEND DECIDUOUS TREE PLANTING - ORNAMENTAL SEE DETAIL EVERGREEN TREE PLANTING SEE DETAIL EDGING - STEEL, SEE DETAIL LANDSCAPE BED SEE FURNISHING AND MATERIALS SCHEDULE BOULDER - SEE DETAIL PROPERTY LINE EASEMENT LINE WM WATER MAIN, SEE CIVIL SS SANITARY SEWER, SEE CIVIL FIRE HYDRANT, SEE CIVILHYD ST STORM LINE, SEE CIVIL DECIDUOUS SHRUBS SEE DETAIL EVERGREEN SHRUBS SEE DETAIL GRASSES SEE DETAIL PERENNIALS SEE DETAIL TURF - SOD SEE SEED MIX LIST LANDSCAPE BED SEE FURNISHING AND MATERIALS SCHEDULE ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:42 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_L100's.dwg L302 LANDSCAPE ENLARGEMENTS - MARQUIS MARQUIS ROSA 2 L302 LANDSCAPE ENLARGEMENTS 1" = 10' NORTH REF. 1 L302 LANDSCAPE ENLARGEMENTS 1" = 10' NORTH REF. MA T C H L I N E : ( 2 / L 3 0 2 ) MA T C H L I N E : ( 1 / L 3 0 2 ) ST MATTHEWS CATHOLIC PARISHST MATTHEWS CATHOLIC PARISH ST MATTHEWS CATHOLIC PARISH SECONDARY ENTRY EXISTING PARKING EXISTING OUTDOOR RECREATION AREA EXISTING FENCE, TYP. EXISTING SIDEWALK, TYP. EXISTING SIDEWALK, TYP. EXISTING EVERGREEN TREE, TYP. EXISTING DECIDUOUS TREE, TYP. EXISTING DECIDUOUS TREE, TYP. EXISTING FENCE, TYP. CLEAR SIGHT TRIANGLE BUILDING OVERHANG, TYP. EXISTING MONUMENT SIGNAGE WSWM WM WM WM ZONE # GPM 4 14.3 SPRINKLER:(SPRAY IRRIGATION) - TURF IRRIGATION LEGEND: SYMBOL DESCRIPTION SIZE MANUF.MODEL NUMBER SLEEVE 4" MIN.SCHED 40 PVC POP-UP SPRINKLER HEAD 6"HUNTER SPRINKLER: PROS-6-PRS40 -NOZZLE: MP1000-3500 ELECTRIC CONTROL VALVE 1", 1.5", 2"HUNTER ICV-101,151, 201 LATERAL (DISTRIBUTION) LINE 1", 1.5", 2"SCHED 40 PVC ISOLATION GATE VALVE LINE SIZE * DENOTES MODEL OR APPROVED EQUAL IRRIGATION CONTROLLERS NA HUNTER MAIN LINE 2"SCHED 40 PVC WS WEATHER STATION 1 1/2"HUNTER SOLAR-SYNC-SEN QUICK COUPLER VALVE 1"HUNTER HQ-5LRC * FS FLOW SENSOR 2"HUNTER FTC-200 DUAL FOR I-CORE MANUAL DRAIN AIR RELIEF VALVE 1"BURMAD 4415* MASTER VALVE 2"HUNTER SEE ELEC CONTROL VALVE TREE WATERING IN TURF/GRASS/TREE GRATE: SPRINKLER (BUBBLER) ELECTRIC CONTROL VALVE VARIES HUNTER ICV- 201, 151, 101 DISTRIBUTION LINE 1", 1.5", 2"SCHED 40 PVC OR PE BUBBLER SPRINKLER ADJUST.HUNTER AFB DRIP: (POINT SOURCE EMITTER) - PLANTER AREAS DRIP ZONE VALVE 1", 1.5"HUNTER ICZ-151, 101 DISTRIBUTION (LATERAL) LINE 1", 1.5"SCHED 40 PVC DRIP TUBING 0.66"NETAFIM BLANK POLYETHYLENE - UV RESISTANT DRIP MANUAL FLUSHING VALVE0.66"NETAFIM TLSOV DRIP AIR RELIEF VALVE 0.66"NETAFIM TLAVRV POINT SOURCE EMITTER 0.5, 1.0, 2.0 GPHNETAFIM WPC5, WPC10, WPC20* ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:49 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_L400's.dwg L401 IRRIGATION ENLARGEMENTS - MARQUIS MARQUIS ROSA 2 L401 IRRIGATION ENLARGEMENTS 1" = 10' NORTH REF. 1 L401 IRRIGATION ENLARGEMENTS 1" = 10' NORTH REF. MA T C H L I N E : ( 2 / L 4 0 1 ) MA T C H L I N E : ( 1 / L 4 0 1 ) ST MATTHEWS CATHOLIC PARISHST MATTHEWS CATHOLIC PARISH ST MATTHEWS CATHOLIC PARISH SECONDARY ENTRY EXISTING PARKING EXISTING OUTDOOR RECREATION AREA EXISTING FENCE, TYP. EXISTING SIDEWALK, TYP. EXISTING SIDEWALK, TYP. EXISTING EVERGREEN TREE, TYP. EXISTING DECIDUOUS TREE, TYP. EXISTING DECIDUOUS TREE, TYP. EXISTING FENCE, TYP. IRRIGATION TAP/WATER METER FROM EXISTING 4" WATER SUPPLY LINE, TYP. BUILDING OVERHANG, TYP. EXISTING MONUMENT SIGNAGE 1 L501 DECIDUOUS TREE PLANTING 1/4" = 1'-0" 4' - 0 " 2' - 0 " NOTES: 1.SEE PLANTING GENERAL NOTES FOR MORE INFORMATION. 2.REMOVE ALL TWINE, STRING, AND WIRE FROM ROOTBALL. REMOVE BURLAP FROM TOP THIRD OF ROOTBALL. 3.THE ROOT FLARE OF ALL TREES SHALL BE LEVEL WITH OR UP TO 1" ABOVE GRADE. 4.ALL TREES SHALL BE INSTALLED WITH A TEMPORARY SAUCER OF RAISED SOIL AT THE EDGE OF ROOT BALL TO CONTAIN WATER. REMOVE OR BREACH WATER SAUCER BEFORE WINTER. 5.PULL MULCH AWAY FROM TRUNK A MINIMUM OF 6". 6.PROVIDE A 3'-6" MINIMUM MULCH RADIUS AROUND TREES IN GRASS AREAS. STAKE, TYP. -SEE PLANTING NOTES EDGING AS [SPECIFIED_OR_NOTED] MULCH AS [SPECIFIED_OR_NOTED] WEED BARRIER FABRIC IF APPLICABLE AND AS [SPECIFIED_OR_NOTED] PLANTING SOIL AS [SPECIFIED_OR_NOTED] PLACE ROOT BALL ON RAISED RING OF UNDISTURBED NATIVE SOIL ROOT FLARE EXCAVATE HOLE: WIDTH = 3X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALL FINISH GRADE TEMPORARY WATER SAUCER TREE TIE, TYP. -SEE PLANTING NOTES 2 L501 CONIFEROUS TREE PLANTING 1/4" = 1'-0" NOTES: 1.SEE PLANTING GENERAL NOTES FOR MORE INFORMATION. 2.REMOVE ALL TWINE, STRING, AND WIRE FROM ROOTBALL. REMOVE BURLAP FROM TOP THIRD OF ROOTBALL. 3.THE ROOT FLARE OF ALL TREES SHALL BE LEVEL WITH OR UP TO 1" ABOVE GRADE. 6.ALL TREES SHALL BE INSTALLED WITH A TEMPORARY SAUCER OF RAISED SOIL AT THE EDGE OF ROOT BALL TO CONTAIN WATER. REMOVE OR BREACH WATER SAUCER BEFORE WINTER. 7.PULL MULCH AWAY FROM TRUNK A MINIMUM OF 6". 8.PROVIDE A 3'-6" MINIMUM MULCH RADIUS AROUND TREES IN GRASS AREAS. 9.TREE STAKES MAY BE INSTALLED AT 45° ANGLE. EXCAVATE HOLE: WIDTH = 3X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALL STAKE, TYP. -SEE PLANTING NOTES EDGING AS [SPECIFIED_OR_NOTED] MULCH AS [SPECIFIED_OR_NOTED] WEED BARRIER FABRIC IF APPLICABLE AND AS [SPECIFIED_OR_NOTED] PLANTING SOIL AS [SPECIFIED_OR_NOTED] PLACE ROOT BALL ON RAISED RING OF UNDISTURBED NATIVE SOIL ROOT FLARE FINISH GRADE TEMPORARY WATER SAUCER TREE TIE, TYP. -SEE PLANTING NOTES 6" 3'-0" MIN. 6" 4' - 0 " 2' - 0 " 3'-0" MIN. 3 L501 SHRUB PLANTING 1"=1'-0" NOTES: 1.SEE PLANTING GENERAL NOTES FOR MORE INFORMATION. 2.REMOVE ALL ROOT CONTAINMENT MATERIALS FROM ROOTBALL. 3.THE ROOT FLARE OF ALL SHRUBS SHALL BE LEVEL WITH OR UP TO 1" ABOVE GRADE. 6.ALL SHRUBS SHALL BE INSTALLED WITH A TEMPORARY SAUCER OF RAISED SOIL AT THE EDGE OF ROOT BALL TO CONTAIN WATER. REMOVE OR BREACH WATER SAUCER BEFORE WINTER. 7.PULL MULCH AWAY FROM ROOT FLARE 3".EDGING AS [SPECIFIED_OR_NOTED] MULCH AS [SPECIFIED_OR_NOTED] WEED BARRIER FABRIC IF APPLICABLE AND AS [SPECIFIED_OR_NOTED] PLANTING SOIL AS [SPECIFIED_OR_NOTED] PLACE ROOT BALL ON RAISED RING OF UNDISTURBED NATIVE SOIL ROOT FLARE EXCAVATE HOLE: WIDTH = 2X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALL FINISH GRADE TEMPORARY WATER SAUCER AS [SPECIFIED_OR_NOTED] 6" MIN. 4 L501 PERENNIAL PLANTING 1"=1'-0" NOTES: 1.SEE PLANTING GENERAL NOTES FOR MORE INFORMATION. 2.REMOVE ALL ROOT CONTAINMENT MATERIALS FROM ROOTBALL. 3.THE CROWN OF THE ROOT MASS OF ALL PERENNIALS SHALL BE LEVEL WITH OR UP TO 1" ABOVE GRADE. 6.ALL PERENNIALS SHALL BE INSTALLED WITH A TEMPORARY SAUCER OF RAISED SOIL AT THE EDGE OF ROOT MASS TO CONTAIN WATER. REMOVE OR BREACH WATER SAUCER BEFORE WINTER. 7.PULL MULCH AWAY FROM ROOT MASS A MINIMUM OF 3". MULCH AS [SPECIFIED_OR_NOTED] WEED BARRIER FABRIC IF APPLICABLE AND AS [SPECIFIED_OR_NOTED] PLANTING SOIL AS [SPECIFIED_OR_NOTED] PLACE ROOT BALL ON RAISED RING OF UNDISTURBED NATIVE SOIL CROWN OF ROOT MASS EXCAVATE HOLE: WIDTH = 2X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALL FINISH GRADE TEMPORARY WATER SAUCER AS [SPECIFIED_OR_NOTED] 6" MIN. 3"3" 5 L501 BOULDER 1/2"=1'-0" DO NOT SCAR OR DAMAGE BOULDER FINISH GRADE COMPACTED SUBGRADE AS [SPECIFIED_OR_NOTED] UNDISTURBED NATIVE SOIL BOULDER AS NOTED NOTES: BOULDERS SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1.COLOR: [GREY_OR_TAN _OR_STRIATED_OR_OTHER] 2.TYPE: [GRANITE _OR_BASALT _OR_SANDSTONE _OR_OTHER] 3.SOURCE: [LOCAL NATURAL STONE_OR_ IMPORTED NATURAL STONE ] 4.FORM: [ROUNDED EDGES_AND/OR_FLAT TOP_AND/OR_CUT EDGES_AND/OR OTHER] 5.CHARACTER: [LICHEN COVERED _AND/OR_ OTHER] 6.SIZE: SEE PLAN LEGEND 7.PLACEMENT: [AS SHOWN ON PLAN_OR_ FIELD LOCATE WITH LANDSCAPE ARCHITECT ] BURY 1/3 OF BOULDER BELOW FINISH GRADE ENSURE POSITIVE DRAINAGE ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:43 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_Planting Details.dwg L501 PLANTING DETAILS - MARQUIS MARQUIS ROSA NOTES: 1.TAPE & BUNDLE ALL WIRING AT 10'-0" INTERVALS. 2.TIE A LOOSE 20" LOOP IN WIRING AT ALL CHANGES IN DIRECTION GREATER THAN 30° UNTIE ALL LOOPS AFTER MAKING CONNECTIONS. 3.BURY MARKING TAPE 6" ABOVE ALL DIRECT BURIAL WIRING, LATERAL LINES, AND MAINLINE. 4.ALL WIRING UNDER PAVEMENT SHALL BE THROUGH SLEEVES -SEE DETAIL. 5.ALL SPLICES SHALL BE MADE IN VALVE BOXES AND LOCATED ON AS-BUILT PLANS. TYPICAL SECTION OF A SHARED TRENCH 18 " M I N . D E P T H 4" MI N . FINISH GRADE LATERAL MAINLINE LOW VOLTAGE WIRE IN CONDUIT IF APPLICABLE BEDDING AS SPECIFIED BACKFILL WITH EXCAVATION MATERIAL REMOVED FROM TRENCH 12 " M I N . D E P T H 1 L502 IRRIGATION TRENCH 1"=1'-0" ASSUMPTIONS: 1.SYSTEM WILL BE WINTERIZED. 2.JURISDICTION ALLOWS MAINLINE TO BE ABOVE FROST DEPTH. 6" MARKER TAPE, TYP. 2" M I N . CO V E R NOTES: 1.ALL IRRIGATION SLEEVING SHALL BE (2) SIZES LARGER THAN PIPE OR COMBINATION OF PIPES THEREIN ENCLOSED, WITH MINIMUM SIZE TO BE 4" SCHEDULE 40 PVC. 2.SUPPLY (1) EXTRA SLEEVE WITH EACH IRRIGATION SLEEVE FOR CONTROL WIRES. BORE UNDER EXISTING PAVING WHERE REQUIRED. BORE SEPARATELY FOR CONTROL WIRES. 3.BURY MARKING TAPE ABOVE ALL SLEEVES 6" BELOW PAVEMENT. 4.INSTALL 3" HT IRRIGATION "I" STAMP IN PAVEMENT WHERE SLEEVES ARE LOCATED UNDER NEW PAVEMENT. 5.WHEN TRENCHING PROVIDE A 4" CLEARANCE AROUND SIDES OF SLEEVES. SLOPE SIDES OF TRENCH PER OSHA SPECIFICATIONS. SECTION 2' - 0 " 4" MI N . FINISH GRADE IRRIGATION SLEEVE CONTROLLER WIRE SLEEVE IF APPLICABLE BEDDING AS SPECIFIED BACKFILL WITH EXCAVATION MATERIAL REMOVED FROM TRENCH 6" 4" MIN. 2 L502 IRRIGATION SLEEVE 1"=1'-0" 6" MARKER TAPE, TYP. 6" MIN. 6" M I N . 18" TY P . NEAREST JOINT IF APPLICABLE STAMPED LETTER PAVEMENT PAVEMENT EDGE PLAN EX T E N D SL E E V E 1 ' - 0 " BE Y O N D PA V E M E N T IRRIGATION SLEEVE ASSUMPTIONS: 1.SYSTEM WILL BE WINTERIZED. 2.JURISDICTION ALLOWS MAINLINE TO BE ABOVE FROST DEPTH. 2" M I N . CO V E R 3 L502 WATER POINT OF CONNECTION AT BUILDING NTS BP FS ISOLATION VALVE, TYP. -SEE DETAIL BACKFLOW PREVENTOR -SEE PLUMBING QUICK COUPLER, TYP. -SEE DETAIL DOMESTIC WATER FROM BUILDING IRRIGATION MAINLINE MANUAL DRAIN, TYP. -SEE DETAIL MASTER VALVE (ELECTRIC CONTROL VALVE) -SEE DETAIL FLOW SENSOR -SEE DETAIL BUILDING WALL NOTES: 1.CONNECTION ASSEMBLY INFORMATION SHOWN IS SCHEMATIC ONLY. 2.SEE IRRIGATION PLAN, SPECIFICATION, AND LEGEND FOR MORE INFORMATION. 3.COORDINATE BACKFLOW PREVENTOR AND MAINLINE SIZE WITH PLUMBING AS NECESSARY. NOTES: 1.PLAN ON ALTERATIONS TO THIS DETAIL FOR YOUR INDIVIDUAL PROJECT. 2.ASSUMES BACKFLOW WILL BE LOCATED WITHIN BUILDING. 3.LOCATE POC ON PLAN. IF POC EXITS BUILDING WITHIN PAVEMENT INCLUDE CONCRETE VAULT DETAIL AND SIZE ACCORDINGLY. 4.VERIFY AVAILABLE PRESSURE AND GALLONAGE AND LINE SIZE; INCLUDE BOOSTER PUMP IF NECESSARY. 4 L502 WATER POINT OF CONNECTION AT METER NTS BP FS M ISOLATION VALVE, TYP. -SEE DETAIL BACKFLOW CONNECTION -SEE DETAIL METER PIT NOTES: 1.CONNECTION ASSEMBLY INFORMATION SHOWN IS SCHEMATIC ONLY. 2.SEE IRRIGATION PLAN, SPECIFICATION, AND LEGEND FOR MORE INFORMATION. 3.COORDINATE METER PIT WITH LOCAL JURISDICTION AS NECESSARY. QUICK COUPLER, TYP. -SEE DETAIL DOMESTIC WATER SERVICE IRRIGATION MAINLINE MANUAL DRAIN, TYP. -SEE DETAIL MASTER VALVE (ELECTRIC CONTROL VALVE) -SEE DETAIL FLOW SENSOR -SEE DETAIL NOTES: 1.PLAN ON ALTERATIONS TO THIS DETAIL FOR YOUR INDIVIDUAL PROJECT. 2.ASSUMES BACKFLOW WILL BE LOCATED ON OUTSIDE OF BUILDING. 3.LOCATE POC ON PLAN. IF POC EXITS METER PIT WITHIN PAVEMENT INCLUDE CONCRETE VAULT DETAIL AND SIZE ACCORDINGLY. 4.VERIFY AVAILABLE PRESSURE AND GALLONAGE AND LINE SIZE; INCLUDE BOOSTER PUMP IF NECESSARY. 5.COORDINATE METER PIT AND MAINLINE SIZE WITH CIVIL IF APPLICABLE. NOTES: 1.VALVE TO BE SUPPORTED BY GRAVEL, PROVIDE BLOCK SHIM AS REQUIRED. 2.SIZE VALVE AND PIPING AS SPECIFIED. 3.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. 6 L502 ISOLATION VALVE 1 1/2"=1'-0" FINISH GRADE GATE OR BALL VALVE VALVE BOX 3/4" CRUSHED MINUS GRAVEL BRICK SUPPORTS, TYP. ASSUMPTIONS: 1.26" x 19" x 12" VALVE BOX WITH DEPTH EXTENDER 2.2" DIA. 18" DEPTH MAINLINE 3.SYSTEM WILL BE WINTERIZED. 4.MAINLINE SIZES UP TO 2" ONLY (2.5" AND GREATER WILL REQUIRE MODIFICATION OF DETAIL AND WILL BE SUBJECT TO ADDITIONAL REVIEW). MAINLINE VALVE BOX EXTENSION, TYP. ADD AS NECESSARY VALVE BOX COVER SCHEDULE 80 PVC UNION, TYP. NOTES: 1.DOUBLE SWING JOINT SHALL BE SCHEDULE 80 PVC NIPPLE WITH (3) MARLEX STREET ELBOWS. 2.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. MAINLINE 7 L502 QUICK COUPLER 1 1/2"=1'-0" BRICK SUPPORTS, TYP. FINISH GRADE QUICK COUPLER VALVE BOX WITH COVER 3/4" CRUSHED MINUS GRAVEL 24" #4 REBAR WITH CLAMPS DOUBLE SWING JOINT MAIN LINE TEE OR ELL ASSUMPTIONS: 1.RIGID JOINT 2.10" VALVE BOX 3.2" DIA. 18" DEPTH MAINLINE 4.SYSTEM WILL BE WINTERIZED. 4.DETAIL FOR MAINLINE SIZES UP TO 2" ONLY (2.5" AND GREATER WILL REQUIRE MODIFICATION OF DETAIL AND WILL BE SUBJECT TO ADDITIONAL REVIEW). MAINLINE 8 L502 MANUAL DRAIN 1"=1'-0" FINISH GRADE PVC SCHEDULE 80 FITTINGS AND SCHEDULE 80 THREADED NIPPLES, TYP. 1" BRONZE BALL OR GATE VALVE GRAVEL SUMP WITH A MIN. 3 CUBIC YARDS OF 1 1/2 " WASHED AGGREGATE WRAPPED IN FILTER FABRIC AS SPECIFIED 10" ROUND VALVE BOX 3/4" CRUSHED MINUS GRAVEL MAINLINE WITH 1" TEE ON BOTTOM 6" DIA. PVC RISER, LENGTH AS REQUIRED 4" MI N . NOTES: 1.INSTALL MANUAL DRAIN AT LOWEST POINT ON MAINLINE. 2.RISER TO BE SUPPORTED BY GRAVEL. 3.VALVE AND PIPING AS SPECIFIED. 4.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. SCHEDULE 80 PVC UNION, TYP. ASSUMPTIONS: 1.10" ROUND VALVE BOX 2.2" DIA. 18" DEPTH MAINLINE 3.SYSTEM WILL BE WINTERIZED. 4.MAINLINE SIZES UP TO 2" ONLY (2.5" AND GREATER WILL REQUIRE MODIFICATION OF DETAIL AND WILL BE SUBJECT TO ADDITIONAL REVIEW). ASSUMPTIONS: 1.22 x 17" x 12" VALVE BOX 2.2" DIA. 18" DEPTH MAINLINE 3.1" DIA. 12" DEPTH LATERAL 4.SYSTEM WILL BE WINTERIZED. 5.MAINLINE SIZES UP TO 2" ONLY (2.5" AND GREATER WILL REQUIRE MODIFICATION OF DETAIL AND WILL BE SUBJECT TO ADDITIONAL REVIEW). NOTES: 1.VALVE TO BE SUPPORTED BY GRAVEL, PROVIDE BLOCK SHIM AS REQUIRED. 2.SIZE VALVE AND PIPING AS SPECIFIED. 3.DIRECT BURIAL WIRE MIN. 18/4 WIRE TO INTERFACE PANEL. MIN. RUN OF 1,000 LF 4.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. CONTROL VALVE BRICK SUPPORTS, TYP. SCHEDULE 80 PVC UNION, TYP. DECODER SYSTEM IF APPLICABLE MAINLINE 3/4" CRUSHED MINUS GRAVEL SERVICE TEE 9 L502 ELECTRIC CONTROL VALVE 1 1/2"=1'-0" FINISH GRADE VALVE BOX COVER 3M DBY-6 WATERPROOF CONNECTOR, TYP. 18"-24" OF COILED WIRE DISTRIB. PIPING 10 L502 FLOW SENSOR 3/4"=1'-0" FLOW SENSOR NOTES: 1.INSTALL FLOW SENSOR ALONG MAINLINE AFTER MASTER VALVE AND ACCORDING TO MANUF. WRITTEN SPECIFICATIONS. 2.SIZE FLOW SENSOR BASED UPON REQUIRED GPM NEEDED FOR PROJECT. SIZE VALVE AND PIPING AS SPECIFIED. 3.INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST ME MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. 4.DIRECT BURIAL WIRE MIN. 18/4 WIRE TO INTERFACE PANEL. MIN. RUN OF 1,000 LF. 5.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. ASSUMPTIONS: 1.FLOW SENSOR BASED ON MODEL HFS WITH FCT-150 SCHED. 40 SENSOR AS MANUFACTURED BY HUNTER. 2.SYSTEM WILL BE WINTERIZED. 3.JURISDICTION ALLOWS MAINLINE TO BE ABOVE FROST DEPTH. INLET MIN. LENGTH 10X PIPE DIA. FINAL GRADE OUTLET MIN. LENGTH 5X PIPE DIA. 18"-24" OF COILED WIRE 3M DBY-6 WATERPROOF CONNECTOR, TYP. MASTER VALVE (SEE ELECTRIC CONTROL VALVE) MAINLINE 5 L502 IRRIGATION BACKFLOW CONNECTION 3/4"=1'-0" ENCLOSURE QUICK COUPLER BACKFLOW PREVENTOR CONCRETE PAD NOTES: 1.SIZE ENCLOSURE TO COVER EQUIP. PER LINE SIZE. 2.SIZE CONCRETE PAD TO ENCLOSURE. SEE PLAN FOR LOCATION. 4.PIPING AND FITTINGS TO BE GALVANIZED.. PROVIDE PLASTIC COATING ON PIPING THAT CONTACTS SOIL. 5.EXTEND PLASTIC COATED GALVANIZED PIPE MIN. 10'-0" BEYOND ELL. 6.SEE IRRIGATION SPECIFICATION FOR MORE INFORMATION.MAIN LINE GATE OR BALL VALVE AS SPECIFIED, LINE SIZE. NOTES: 1.ENCLOSURE SHOWN 5'-6" x 3' x 3'. 2.SIZE CONCRETE PAD TO ENCLOSURE. 3.ABOVE GROUND PIPING SHALL BE GALAVANIZED 6" MIN. FINAL GRADE UNION, TYP. 3" MI N . 6" SLEEVE, TYP.6" MIN. 6" MI N . PLASTIC COATED GALVANIZED ELL WATER SERVICE NOTES: 1.INSTALL VALVE AT HIGHEST POINT ON MAINLINE. 2.VALVE TO BE BRACED BY GRAVEL, PROVIDE REBAR STAKING AS REQUIRED. 3.SIZE VALVE AND PIPING AS SPECIFIED. 4.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. 11 L502 AIR RELIEF VALVE 1 1/2"=1'-0" FINISH GRADE PVC UNION VALVE BOX 3/4" CRUSHED MINUS GRAVEL BRICK SUPPORTS, TYP. SERVICE TEE ASSUMPTIONS: 1.10" ROUND VALVE BOX 2.2" DIA. 18" DEPTH MAINLINE 3.SYSTEM WILL BE WINTERIZED. 4.MAINLINE SIZES UP TO 2" ONLY (2.5" AND GREATER WILL REQUIRE MODIFICATION OF DETAIL AND WILL BE SUBJECT TO ADDITIONAL REVIEW). MAINLINE VALVE BOX COVER BERMAD AIR RELEASE VALVE OR APPROVED EQUAL BALL VALVE ASSUMPTIONS: 1.BOX SHOWN BASED ON HUNTER PRO-C MODEL 2.WALL MOUNTED 3. NOTES: 1.SEE IRRIGATION SPECIFICATION AND LEGEND FOR MORE INFORMATION. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.MOUNT CONTROLLER AT EYE LEVEL UNLESS OTHERWISE NOTED. 4.CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC SOURCE UNLESS OTHERWISE NOTED. COORDINATE INSTALLATION WITH ELECTRICAL. 5.PROVIDE IRRIGATION ZONE LIST AS SPECIFIED. 12 L502 CONTROLLER 1 1/2"=1'-0" ENSURE MINIMUM CLEARANCE FOR DOOR OPENING CONTROLLER CONDUIT CONTROL WIRE INTERIOR OR EXTERIOR WALL -SEE PLAN IRRIGATION ZONE LIST CONTROLLER POWER SOURCE ASSUMPTIONS: 1.MODEL SHOWN HUNTER SOLAR SYNC. 2.WALL MOUNTED 3.SOLAR SYNC TYPICALLY INDOOR APPLICATION. USE CONTROLLER WITH BUILT IN MODULE FOR EXTERIOR APPLICATIONS. NOTES: 1.SEE IRRIGATION SPECIFICATION AND LEGEND FOR MORE INFORMATION. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.MOUNT WEATHER STATION WITH CLEAR EXPOSURE TO WEATHER IN LOCATION SHOWN ON PLANS. MOUNT WITH COMMON SENSE SO AS TO NOT TO VISUALLY DETRACT FROM ITS SURROUNDINGS. 4.MOUNT RECEIVER IF APPLICABLE ON WALL NEXT TO CONTROLLER. 5.MOUNT MODULE IF APPLICABLE WITHIN 6'-0" OF CONTROLLER ON WALL. 13 L502 WEATHER STATION 1 1/2"=1'-0" IRRIGATION CONTROLLER UP TO 800' AWAY IF WIRELESS WIRELESS RECEIVER IF APPLICABLE SUPPORTING MODULE IF APPLICABLE MOUNTING BRACKET WEATHER STATION EXTERIOR SECTION SCALE: 1/4" =1'-0 EXTERIOR WALL OR POLE EXTERIOR OR INTERIOR WALL VIEW 10 ' - 0 " M I N . PE R M A N U F A C T U R E R 14 L502 SPRINKLER HEAD 3"=1'-0" ASSUMPTIONS: 1.DETAIL INTERCHANGEABLE FOR SPRAY, ROTOR, BUBBLERS. SPEC REFERS TO THESE AS "SPRINKLERS" 2.RIGID JOINT 3.1" DIA. 12" DEPTH LATERAL 4.6" RISER 5.SYSTEM WILL BE WINTERIZED. NOTES: 1.DOUBLE SWING JOINT SHALL BE SCHEDULE 80 PVC NIPPLE WITH (3) MARLEX STREET ELBOWS. 2.SPRINKLER NOZZLE, BODY AS SPECIFIED. 3.INSTALL SPRINKLERS A MINIMUM 12" FROM BUILDINGS AND WALLS. SPRINKLER BODY FINISH GRADE DISTRIBUTION PIPING DOUBLE SWING JOINT LATERAL TEE OR ELL SPRINKLER NOZZLE 6" 12" TURF, TYP. 1" PLANTER BED, TYP. ADJACENT HARDSCAPE ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:42 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_Irrigation Details.dwg L502 IRRIGATION DETAILS - MARQUIS MARQUIS ROSA NOTES: 1.INSTALL VALVE AT HIGHEST POINT ON DISTRIBUTION PIPING. 2.VALVE AND PIPING AS SPECIFIED. 3.INSTALL ONE DRIP AIR RELIEF VALVE PER DRIP AREA- SEE SCHEMATIC DRIP LAYOUT DETAIL. MULTIPLE DRIP AREAS MAY BE WITHIN A SINGLE DRIP ZONE. 4.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. 3 L503 DRIP AIR RELIEF VALVE 1 1/2"=1'-0" FINISH GRADE VALVE BOX BRICK SUPPORTS, TYP. 3/4" CRUSHED MINUS GRAVEL ASSUMPTIONS: 1.MANUAL DRAIN VALVE BASED ON TLAVRV AS MANUF. BY NETAFIM, WWW.NETAFIMUSA.COM. 2.7" ROUND VALVE BOX 3.SYSTEM WILL BE WINTERIZED. VALVE BOX COVER DISTRIBUTION PIPING, TYP. DRIP AIR RELIEF VALVE MULCH DISTRIB. PIPING DRIP LINE TEE OR ELL ASSUMPTIONS: 1.22 x 17" x 12" VALVE BOX (MEANT FOR A SINGLE VALVE ONLY- UP BOX SIZE FOR MORE) 2.2" DIA. 18" DEPTH MAINLINE 3.1" DIA. 12" DEPTH LATERAL 4.SYSTEM WILL BE WINTERIZED. 5.MAINLINE SIZES UP TO 2" ONLY (2.5" AND GREATER WILL REQUIRE MODIFICATION OF DETAIL AND WILL BE SUBJECT TO ADDITIONAL REVIEW). NOTES: 1.VALVE TO BE SUPPORTED BY GRAVEL, PROVIDE BLOCK SHIM AS REQUIRED. 2.SIZE VALVE AND PIPING AS SPECIFIED. 3.DIRECT BURIAL WIRE MIN. 18/4 WIRE TO INTERFACE PANEL. MIN. RUN OF 1,000 LF 4.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. FINISH GRADE CONTROL VALVE VALVE BOX COVER SCHEDULE 80 PVC UNION, TYP. DECODER SYSTEM IF APPLICABLE MAINLINE SERVICE TEE 3M DBY-6 WATERPROOF CONNECTOR, TYP. 18"-24" OF COILED WIRE 2 L503 DRIP CONTROL VALVE 1 1/2"=1'-0" FILTER BRICK SUPPORTS, TYP. 3/4" CRUSHED MINUS GRAVEL DISTRIB. PIPING FINISH GRADE ELL DE P T H -S E E T R E N C H I N G D E T A I L MULCH GEOTEXTILE IF APPLICABLE TIE DOWN STAKE PLANTING SOIL 5 L503 DRIP MANIFOLD 3"=1'-0" ASSUMPTIONS: 1.DRAWN TO 1" DISTRIBUTION LINE, 3 4" DRIPLINE. DISTRIBUTION PIPING DRIP LINE RISER NOTES: 1.RISER, HEADER, TEES, AND ELLS TO MATCH DISTRIBUTION PIPING MATERIAL. 2.PLACE TIE DOWN STAKES EVERY 3'-0" IN SAND; 4'-0" IN LOAM, 5'-0" IN CLAY ON DRIP LINE. 3.AT FITTINGS WHERE THERE IS A CHANGE IN DIRECTION USE TIE DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. HEADER TEE OR ELL 1 L503 SCHEMATIC DRIP LAYOUT NTS NOTES: 1.DIAGRAM SHOWN IS SCHEMATIC. LOCATE DRIP MANUAL DRAINS, AIR RELIEF VALVES AND ADJACENT DISTRIBUTION PIPING WITHIN DRIP ZONE PERIMETER- SEE IRRIGATION PLAN. 2.INSTALL DRIP AIR RELIEF VALVES AT THE HIGHEST POINTS ON DISTRIBUTION PIPING. INSTALL ONE VALVE PER EACH DRIP AREA WITHIN THE DRIP ZONE. 3.INSTALL DRIP MANUAL DRAINS AT LOWEST POINTS ON DISTRIBUTION PIPING. INSTALL ONE VALVE PER EACH DRIP AREA WITHIN THE DRIP ZONE. NOTES: 1.PLAN ON ALTERATIONS TO THIS DETAIL FOR YOUR INDIVIDUAL PROJECT. DRIP TUBING, TYP. DISTRIBUTION PIPING DRIP CONTROL VALVE -SEE DETAIL MAINLINE DRIP MANUAL DRAIN, TYP. -SEE DETAIL SUPPLY HEADER, TYP. PVC IRRIGATION SLEEVE, TYP. AS NECESSARY -SEE DETAIL DRIP AIR RELIEF VALVE, TYP. -SEE DETAIL DRIP MANIFOLD -SEE DETAIL DISTRIBUTION PIPING 4 L503 DRIP MANUAL DRAIN 1 1/2"=1'-0" FINISH GRADE VALVE BOX BRICK SUPPORTS, TYP. 3/4" CRUSHED MINUS GRAVEL SUMP 12" X 12" X 12" VALVE BOX COVER DRIP LINE TEE OR ELL MULCH NOTES: 1.INSTALL VALVE AT LOWEST POINT ON DISTRIBUTION PIPING. 2.VALVE TO BE SUPPORTED BY GRAVEL, PROVIDE BLOCK SHIM AS REQUIRED. 3.VALVE AND PIPING AS SPECIFIED. 3.INSTALL ONE DRAIN VALVE PER DRIP AREA- SEE SCHEMATIC DRIP LAYOUT DETAIL. MULTIPLE DRIP AREAS MAY BE WITHIN A SINGLE DRIP ZONE. 4.WHEREVER POSSIBLE INSTALL VALVE BOXES IN PLANTING BEDS. SEE IRRIGATION PLAN FOR MORE INFORMATION. ASSUMPTIONS: 1.MANUAL DRAIN VALVE BASED ON TLSOV AS MANUF. BY NETAFIM, WWW.NETAFIMUSA.COM. 2.7" ROUND VALVE BOX 3.SYSTEM WILL BE WINTERIZED. DRIP MANUAL DRAIN ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS REVIEWED BY | DESIGNED BY | PROJ# | ST . M A T T H E W S C A T H O L I C P A R I S H - S T R E E T F R O N T A G E KA L I S P E L , M O N T A N A 5 9 9 0 1 60 1 1 S T A V E W 50% CONSTRUCTION DOCUMENTS NO T F O R C O N S T R U C T I O N - P R E L I M I N A R Y D E S I G N 2025 2026.05.05 ST_MATTHEWS_STFRNTG 06.11.26 4:42 PM | L:\_NBD\ST_Matthews\St Matts School\St Matts Parish Center and Middle School Expansion\Prayer Garden & Street Frontage\Street Frontage Cad\ST_MATTHEWS_STFRNTG_Irrigation Details.dwg L503 IRRIGATION DETAILS - MARQUIS MARQUIS ROSA