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Home My WebLink About16 - Landscape Bozeman Sports Park Phase 2 Bid PlansARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED LEGEND: POTENTIAL FUTURE DONOR TREE 3'-5' DIAMETER GRANITE LANDSCAPE BOULDERS. 4" DEEP SHREDDED MULCH AREA AT PLANTS AS SPECIFED. MULCH AREA TO TAKE INTO ACCOUNT MATURE SIZE OF PLANT AS SHOWN ON PLANS. EDGING AS SPECIFIED NOTES: 13. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. WALKWAYS. 12. REFER TO CIVIL DRAWINGS FOR EXISTING AND FINAL PROPOSED CONTOURS, GRADE INFORMATION, FINAL UTILITY ROUTING, AND DESIGNATION OF GRAVEL AND CONCRETE 11. NO TREE OR SHRUB SHALL BE PLANTED OVER OR WITHIN 5' LATERALLY FROM ANY UNDERGROUND UTILITIES. 10. NO TREES SHALL BE PLANTED CLOSER THAN 10' TO A FIRE HYDRANT, CYCLING RAMPS, SIGNAGE, STREET LIGHTS, ETC. ADJUST LAYOUT IF NECESSARY. 9. AREAS THAT ARE TOO SMALL TO BE DRILL SEEDED SHALL BE BROADCAST, RAKED IN, AND ROLLED. 8. CONTRACTOR SHALL COORDINATE IRRIGATION SYSTEM LAYOUT WITH PLANTINGS. 7. THE INSTALLATION OF LAWNS, PLANT MATERIAL AND IRRIGATION SYSTEM SHALL BE PERFORMED BY ONE CONTRACTOR. DETERMINE FULL SCOPE OF POTENTIAL SITE DISTURBANCE TO BE RECLAIMED. IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDCOVER OR GRADE. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL OTHER CONTRACT DOCUMENTS TO INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC THAT RESULTS 6. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND SEEDED AS SPECIFIED. A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES 5. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 4. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 3. ALL PLANT MATERIAL SHALL BE INSTALLED AS DETAILED AND PER SPECIFICATIONS. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION OF NURSERYMANS NATIONAL STANDARD SPECIFICATIONS. ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITIES. REPAIR ANY DAMAGE BACK TO ORIGINAL CONDITION. 1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION, EXCAVATION, OR PLANTING OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR SHRUBS KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT PLANT SCHEDULE: SHADE TREES CHB 2-1/2"B&B 50'45' HEIGHT MATURE SPREAD MATURE TOLERANT DROUGHT YES (HEIGHT) SIZE PLANTING 12' COMMON HACKBERRY CELTIS OCCIDENTALIS NHL NORTHERN ACCLAIM HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. 'HARVE'2-1/2"B&B 35-45'30-35'YES IHL IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYCOLE'2-1/2"B&B 40-50'30-35'YES FRM FREEMAN MAPLE ACER X FREEMAN 2-1/2"B&B 40-60'40'NOFRMFREEMAN MAPLE ACER X FREEMAN 2-1/2"B&B 40-60'40'NO SAL SENTRY AMERICAN LINDEN TILIA AMERICANA 'SENTRY'2-1/2"50-70'30-50'NOB&B RDL REDMOND LINDEN TILIA AMERICANA 'REDMOND'2-1/2"40-60'25-30'NOB&B NHE NEW HORIZON ELM ULMUS X 'NEW HORIZON'2-1/2"60'40'YESB&B RDM RED MAPLE ACER RUBRUM 2-1/2"40-50'40'YESB&B RRM RED ROCKET MAPLE ACER RUBRUM 'RED ROCKET'1-1/2"8' 40'10'NOB&B QUA QUAKING ASPEN POPULUS TREMULOIDES (SINGLE & MULTI-STEM)1-1/2"8-10' 50-75'30'YESB&B CBS COLORADO BLUE SPRUCE PICEA PUNGENS 'GLAUCA'6-8' 50'20'YESB&B BHS BLACK HILLS SPRUCE PICEA GLAUCA 'DENSATA'6-8' 20-40'10-15'YESB&B MLL MORDEN LITTLE LEAF LINDEN TILIA CORDATA 'MORDEN'2-1/2"30-50'30-50'YESB&B ORNAMENTAL TREES EVERGREEN TREES WRB WESTERN RIVER BIRCH BETULA OCCIDENTALIS (MULTI-STEM)1-1/2"8'15-20'15-20'NOB&B ORNAMENTAL GRASSES BO 12-18" BLUE OAT GRASS HELICTOTRICHON SEMPERVIRENS #1 CTN 3'3'YES FG FLAME GRASS MISCANTHUS SINESNSIS 'PURPURASCENS'#1 CTN 12-18" 4-5'2-3'YES HM HEAVY METAL BLUE SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CTN 12-18" 4 3'YES KF KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS ACUTIFLORA 'KARL FOERESTER'#1 CTN 12-18" 3-5'2-3'YES GM 2' GOLDMOUND SPIREA SPIRAEA JAPONICA 'GOLDMOUND'CTN 3'3'YES NB LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY'CTN 3' 4'3'YES CS CREEPING SCOTCH PINE PINUS SYLVESTRIS 'HILLSIDE CREEPER'CTN 12-18" 2'7'YES GL GRO-LOW SUMAC RHUS AROMATICA 'GRO-LOW' OG OLD GOLD JUNIPER JUIPERUS CHINENSIS 'OLD GOLD'CTN 12-18" 2-3'5'YES BU BUFFALO JUNIPER JUNIPERUS SABINA 'BUFFALO'#5 CTN 12-18" 2'5'YES SS SKUNKBRUSH SUMAC RHUS TRILOBATA CTN 3' 4-5'3-6'YES GF GOLDFINGER POTENTILLA POTENTILLA FRUTICOSA 'GOLDFINGER'CTN 2' 3'3'YES SN SNOWMOUND SPIREA SPIRAEA NIPPONICA 'SNOWMOUND'CTN 3' 4'4'YES DY ARCTIC FIRE YELLOW DOGWOOD CORNUS STOLONIFERA 'ARCTIC FIRE YELLOW'CTN 3' 5'6'NO DR ARCTIC FIRE RED DOGWOOD CORNUS STOLONIFERA 'ARCTIC FIRE RED'CTN 3' 4'4'NO CTN 12-18" 2'7'YES 6' 6' #5 #5 #5 #5 #5 #5 #5 #5 #5 #5 * QTY - DOES NOT INCLUDE FUTURE DONOR TREES 16 1 6 2 9 5 1 5 4 3 FUTURE 6 3 3 10 12 32 60 21 110 28 7 14 20 13 48 33 17 25 12' 12' 12' 12' 12' 12' 12' 12' L1.1 NOTES & DETAILS.DGN L1.1 PLANTING LEGENDPLANTING LEGEND & NOTESMANDATORY LANDSCAPE PROVISIONS N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A COTTONWOOD 11 (DONOR) 15 PROVISIONS AND NOT PREVIOUSLY ACCOUNTED FOR NUMBER OF TREES SHOWN BEYOND MANDATORY LANDSCAPE TOTAL TREES PROVIDED TOTAL TREES REQUIRED FRONTAGE (LF) STREET FRONTAGE LANDSCAPING SQUARE FOOT OF LANDSCAPING PROVIDED SQUARE FOOT OF REQUIRED LANDSCAPING TOTAL PROVIDED TOTAL TREES REQUIRED PERFORMANCE STANDARD TREES STANDARD NUMBER OF TREES REQUIRED PARKING STALLS PARKING LOT LANDSCAPING 9 8 420 2,730 SF 2,380 SF 25 21 7 13 119 OAK LANDSCAPING PARKING LOT 3,409 SF + ENTRY S D D D 47434743474447444743 4744 4745 MATCH LINE MATCH LINE FUTURE SYNTHETIC TURF FIELD OAK STREETCOTTONWOOD ROAD10GM 10OG 10GL 11NB 9GL 15NB 10CS 8GL 13NB 11GM 10OG 13GL 1NHL 1NHL 1NHL 1NHL 1CHB 1FRM 1FRM 1SAL 1SAL 1FRM 1FRM 1SAL MATCH LINEMATCH LINEVISIO N TRIA NGLE 1SAL ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L1.2 L1.2 PLANTING PLAN.DGNPLANTING PLAN0 10'20'40'NORTH KEY NOTES: 1 - NIC - FUTURE PHASE 474447454746474 3 4744 4745 4746 4747 47484749SYNTHETIC TURF FIELD PROJECT LIMITS FUTURE DOG PARK 4GL 1NHL 1SAL 1NHE 1NHE 1NHE 1MLL 1MLL 1MLL 1MLL 1QUA 1QUA 1QUA 1SAL 1SAL 1SAL1SAL 3FG 8GL 9GF 4GL 3FG 2HM 2GL 7KF 2BU 2BU 4GL 6HM 2DR 1DY 2SS 2DY 3DR OAK STREET 1NHL1NHL 1RDL 1RDL 1RDL 1RDL 1RDL 1SAL 1SAL 1SAL 1SAL 1MLL 1RDL 7GF 4BO 4BO 9HM 5SN 13GL 8GF 6BO 9BU 14HM 11KF 11FG 6KF 9GL 11BO 12GL 7SN 2HM 2GL 1SAL 17KF MATCH LINEMATCH LINE1NHL 1NHL MATCH LINEMATCH LINEMATCH LINE VIS ION TR IANGLEVISION T RI ANGL E 1SAL VISION TRIANGLE ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L1.3 L1.3 PLANTING PLAN.DGNPLANTING PLAN0 10'20'40'NORTH KEY NOTES: 1 BIKE RACKS, SEE 2/L2.2. 4' H PLANTED SCREEN AT PARKING.2 1 22 2 RACKS AND SIDEWALK. WEED BARRIER AND BARK MULCH IN PLACE OF FUTURE BIKE CONCRETE WALKWAY & BIKE RACKS NIC - FUTURE PHASE. INSTALL 3 3 MATCH LINE FUTURE MAINTENANCE FACILITY FUTURE DOG PARK OAK STREET FLANDERS MILL ROADMATCH LINEMATCH LINEARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L1.4 L1.4 PLANTING PLAN.DGNPLANTING PLAN0 10'20'40'NORTH KEY NOTES: 1 - S S D S S 47374 7 3 7 4738MATCH LINE MATCH LINE MATCH LINECOTTONWOOD ROADFUTURE SYNTHETIC TURF FIELD FUTURE PROJECT 6GM 12OG 8GL 9NB 12NB 10CS 10GL 1CHB 1CHB 1CHB MATCH LINEIHL IHL IHL MATCH LINEMATCH LINE ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L1.5 L1.5 PLANTING PLAN.DGNPLANTING PLAN0 10'20'40'NORTH KEY NOTES: 1 - NIC - FUTURE PHASE S D D 4739 4740 4741 4742474347394740474047414741474247424739 4 7 4 2 4743 MATCH LINE MATCH LINE MATCH LINE RETENTION POND SYNTHETIC TURF FIELD 1RDM 1QUA 1QUA 1QUA 1WRB 1QUA 1QUA 1SAL 1SAL 1FRM 3RRM 3RRM 1WRB 2DR 1DY 2SS 2DY 3DR 6DR 2DY 2SS 1SS 3DR 2DY IHL MATCH LINEMATCH LINEIHL IHL 1NHL MATCH LINEMATCH LINEMATCH LINE 6GF6GF 7KF TOILET VAULT ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L1.6 L1.6 PLANTING PLAN.DGNPLANTING PLAN0 10'20'40'NORTH KEY NOTES: 1 - 1 L2.2 S MATCH LINE MATCH LINE PROJECT LIMITS FLANDERS MILL ROAD3BHS 3CBS 1QUA 1WRB 2DY 5SS MATCH LINEMATCH LINEARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L1.7 L1.7 PLANTING PLAN.DGNPLANTING PLAN0 10'20'40'NORTH KEY NOTES: 1 - S S S D D D D D S S S S D D D 47394740474147424743 47434743474447444745474647394740474047414741474247424743 4744 474547374 7 3 7 473847394742 4743 4744 4745 4746 4747 47484749 FUTURE SYNTHETIC TURF FIELD SYNTHETIC TURF FIELD FUTURE DOG PARK FLANDERS MILL ROADRETENTION POND FACILITY MAINTENANCE FUTURE PROJECT LIMITS MATCH LINE OAK STREET VISION TRIANGLEVISION T RI ANGLEVISION TRIANGLECOTTONWOOD ROADVISION TRIANGLE ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L1.8 L1.8 SEEDING PLAN.DGNSEEDING PLAN0 25'50'100'NORTH LEGEND: SITE DISTURBANCE TO BE RECLAIMED. ALL OTHER CONTRACT DOCUMENTS TO DETERMINE FULL SCOPE OF POTENTIAL GROUNDCOVER OR GRADE. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW TRAFFIC THAT RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION, OR ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, SEEDED AS SPECIFIED. A DISTURBED AREA SHALL BE WHERE CONSTRUCTION 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND PLANTER AREA. DRILL SEEDED DRYLAND GRASS & HYDROMULCH AS SPECIFIED. NOTES: KEY NOTES: 1 EXTEND SEEDING TO WALKWAY WHERE PLANTER WAS REMOVED. NIC - FUTURE PHASE 1 S S S S D D D D D D D D D MATCH LINE COTTONWOOD ROADPROJECT EXTENTSARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED LEGEND: SITE DISTURBANCE TO BE RECLAIMED. ALL OTHER CONTRACT DOCUMENTS TO DETERMINE FULL SCOPE OF POTENTIAL GROUNDCOVER OR GRADE. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW TRAFFIC THAT RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION, OR ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, SEEDED AS SPECIFIED. A DISTURBED AREA SHALL BE WHERE CONSTRUCTION 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND PLANTER AREA. DRILL SEEDED DRYLAND GRASS & HYDROMULCH AS SPECIFIED. NOTES: L1.9 L1.9 SEEDING PLAN.DGNSEEDING PLAN0 25'50'100'NORTH KEY NOTES: 1 - PROJECT LIMITS ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED L2.1 L2.1 PLANTING DETAILS.DGNPLANTING DETAILSNOT TO SCALE LINEAR SPACING AT JOINTS. SPACING 3' O.C. & 1' O.C. WEED BARRIER, TRIANGULAR 8"STAPLES TO ANCHOR SPECIFIED. LAP 3" AT JOINTS. WEED BARRIER FABRIC AS SPECIFICATIONS MANUFACTURER'S & INSTALL ACCORDING TO EDGING AS SPECIFIED, STAKE GRADE FINISH SPECIFIED 4" MULCH AS 1 EDGING, MULCH & FABRIC 3"1/2"3 ORNAMENTAL GRASS PLANTING NOT TO SCALE BEFORE PLANTING. EXCESS CONTAINER GROWTH MEDIUM AWAY FROM STEM RADIALLY. REMOVE ROOTS. ARRANGE ROOTS TO POINT ROOT BALL. PRUNE OFF GIRDLING REMOVE CONTAINER AND INSPECT 1" MIN.FINISH GRADE BED EDGING FINISH GRADE BARRIER AS SPECIFIED. 4" MULCH OVER WEED SAUCER. AREAS SHALL HAVE EARTH ONLY PLANTS IN NATIVE AIR POCKETS. INSTALLATION TO ELIMINATE THOROUGHLY AFTER WATER. WATER IN IN LAYERS, SETTLE WITH SPECIFIED AMENDMENTS EXISTING SOIL AND ANY SOIL. BACKFILL HOLE WITH BALL RESTS ON UNDISTURBED TO BREAK GLAZING. ROOT OF BALL. ROUGHEN SIDES DIG HOLE MIN. 2X WIDTH AWAY FROM PLANT. KEEP MULCH 2"-3" FINISH GRADE PLANT FORM. TO RETAIN NATURAL PRUNE AS SPECIFIED 2 SHRUB PLANTING FINISH GRADE ONE YEAR. SAUCER. REMOVE AFTER AREAS SHALL HAVE EARTH ONLY PLANTS IN NATIVE 1" MIN.BED EDGING BEFORE PLANTING. EXCESS CONTAINER GROWTH MEDIUM AWAY FROM STEM RADIALLY. REMOVE ROOTS. ARRANGE ROOTS TO POINT ROOT BALL. PRUNE OFF GIRDLING REMOVE CONTAINER AND INSPECT BARRIER AS SPECIFIED. 4" MULCH OVER WEED AIR POCKETS. INSTALLATION TO ELIMINATE THOROUGHLY AFTER WATER. WATER IN IN LAYERS, SETTLE WITH SPECIFIED AMENDMENTS EXISTING SOIL AND ANY BACKFILL HOLE WITH ON UNDISTURBED SOIL. GLAZING. ROOT BALL RESTS ROUGHEN SIDES TO BREAK PLANTED POT TO POT. OF BALL. EXCEPT HEDGES DIG HOLE MIN. 2X WIDTH NOT TO SCALE AWAY FROM PLANT. KEEP MULCH 2"-3" STAKES 1 YEAR AFTER PLANTING. 1. CONTRACTOR TO REMOVE FROM BALL AS NEEDED. ROOT FLARE VISIBLE ABOVE FINISH GRADE. REMOVE EXCESS SOIL ROOT FLARE. ARRANGE ROOTS TO LEAVE TRUNK & ROOT FLARE RADIALLY. ANY GIRDLING ROOTS, PRESS ALL HAIR ROOTS DOWN UNDER STRUCTURAL REMOVE WIRE BASKET & ALL BURLAP. INSPECT ROOT BALL & PRUNE OFF PRUNE AS SPECIFIED TO RETAIN NATURAL FORM. FINISH GRADE - SLOPE AWAY FROM TREES WHEREVER POSSIBLE.3/4- 2/31/4- 1/3UNBURIEDBURIEDFINISH GRADE MULCHPERIOD. TREE TO SWAY. CONTRACTOR TO REMOVE TIES AT END OF WARRANTY SHOULD BE SNUG ENOUGH TO PROVIDE SUPPORT WHILE ALLOWING PENETRATE ROOT BALL. DO NOT OVER-TIGHTEN AROUND TREE. TIES STRAP WITH BRASS GROMET TIES ON TRUNK. STAKES SHALL NOT 6' STEEL TEE POSTS, 2/TREE W/ 14 GA. SOFT WIRE AND 1-1/2"X18" NYLON TRUNK. MULCH TO EXTEND BEYOND STAKES. 4" MULCH AS SPECIFED. NO WEED BARRIER. END MULCH 3" FROM WATER IN THOROUGHLY AFTER INSTALLATION TO ELIMINATE AIR POCKETS. SOIL AND ANY SPECIFIED AMENDMENTS IN LAYERS, SETTLE WITH WATER. ROOT BALL TO REST ON UNDISTURBED SOIL. BACKFILL HOLE WITH EXISTING DIG HOLE MIN. 2X WIDTH OF BALL. ROUGHEN SIDES TO BREAK GLAZING. 1 22 3 4 5 6 7 LEGEND: NOTE: GRAFT UNION TYP. 4-6" ABOVE ROOT FLARE. FROM BALL AS NEEDED. ROOT FLARE VISIBLE ABOVE FINISH GRADE. REMOVE EXCESS SOIL ROOT FLARE. ARRANGE ROOTS TO LEAVE TRUNK & ROOT FLARE RADIALLY. ANY GIRDLING ROOTS, PRESS ALL HAIR ROOTS DOWN UNDER STRUCTURAL REMOVE WIRE BASKET & ALL BURLAP. INSPECT ROOT BALL & PRUNE OFF 1 25 SECURE WITH ELECTRICAL TAPE. DO NOT WRAP TIGHTLY. ASPHALT COATED PAPER TREE WRAP TO BOTTOM OF FIRST BRANCH, FINISH GRADE - SLOPE AWAY FROM TREES WHEREVER POSSIBLE. 6 4 9 8 PRUNE AS SPECIFIED TO RETAIN NATURAL FORM. WATER IN THOROUGHLY AFTER INSTALLATION TO ELIMINATE AIR POCKETS. SOIL AND ANY SPECIFIED AMENDMENTS IN LAYERS, SETTLE WITH WATER. ROOT BALL TO REST ON UNDISTURBED SOIL. BACKFILL HOLE WITH EXISTING DIG HOLE MIN. 2X WIDTH OF BALL. ROUGHEN SIDES TO BREAK GLAZING. TRUNK. MULCH TO EXTEND BEYOND STAKES. 4" MULCH AS SPECIFED. NO WEED BARRIER. END MULCH 3" FROM AT END OF WARRANTY PERIOD. TREE TO SWAY. CONTRACTOR TO REMOVE TRUNK WRAP, STAKES & TIES SHOULD BE SNUG ENOUGH TO PROVIDE SUPPORT WHILE ALLOWING PENETRATE ROOT BALL. DO NOT OVER-TIGHTEN AROUND TREE. TIES STRAP WITH BRASS GROMET TIES ON TRUNK. STAKES SHALL NOT 6' STEEL TEE POSTS, 2/TREE W/ 14 GA. SOFT WIRE AND 1-1/2"X18" NYLON LEGEND:1" FLARE VISIBLENOT TO SCALE 4 CONIFEROUS TREE PLANTING 5 DECIDUOUS TREE PLANTING 1" FLARE VISIBLENOT TO SCALE 6 LANDSCAPE BOULDER PLACEMENT NOT TO SCALE 33 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 '8 ' ROCK MULCH. 36" DIA. BARK MULCH RING AT BASE OF TREE, INCLUDING IN PLANTER WITH 8 ROCK MULCH. 36" DIA. BARK MULCH RING AT BASE OF TREE, INCLUDING IN PLANTER WITH 10 10 STAKES 1 YEAR AFTER PLANTING. 1. CONTRACTOR TO REMOVE NOTE: BOTTOM OF POND: 4740.3 TOP OF POND: 4741.75 GRASS GRASSWALK PARKING LOT DRYLANDRETENTION PONDDRYLAND.PARKING LOT ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED 2'4'4'4'4'4'4'4'4'4'2'2'2' 40'18'2'8'24'2'4'4'4'4'4'2'L2.2 FURNISHING DETAILS.DGN L2.2 PLANTING & SITEFURNISHING DETAILSPLANTING & SITEBIKE RACK2 2. INSTALL ACCORDING TOP MANUFACTURER'S RECOMMENDATIONS. 1. BIKE RACK SHALL BE AS SPECIFIED. NOTES: COMPACTED SUBGRADE ELEVATION BASE MATERIAL COMPACTED GRAVEL SITE CONCRETE CONTRACTOR CONCRETE FLATWORK BY SURFACE MOUNT ADHESIVE ANCHOR BOLTS 3/8" X 3-1/2" CONCRETE PLAN 21-7/8"21-5/8"36"0 5'10'20'NORTHSECTION - RETENTION POND1 SEE CIVIL. CONCRETE FLATWORK, BIKE RACK, TYP. NOT TO SCALE NIC - FUTURE PHASE S S S S S S S S D DDDD D DD DD D D D D D D D D D PROJECT EXTENTSD D D D NOTES: 17. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONCRETE WALKWAYS. 16. REFER TO CIVIL DRAWINGS FOR EXISTING AND FINAL PROPOSED CONTOURS, GRADE INFORMATION, FINAL UTILITY ROUTING, AND DESIGNATION OF GRAVEL AND 15. PIPING AND EQUIPMENT MAY BE SHOWN IN PAVED AREAS FOR GRAPHICAL CLARITY. PIPING AND EQUIPMENT TO BE INSTALLED IN ADJACENT LANDSCAPING AREAS. 14. PROGRAMMING OF CONTROLLERS BE COORDINATED WITH EXISTING SCHEDULES TO ENSURE ATHLETIC FIELDS ARE THE HIGHEST PRIORITY. REQUIREMENTS AT THE PUMP STATION DISCHARGE ARE 500 GPM AT 112 PSI. 13. DESIGN BASED ON 0.24"/DAY WATER REQUIREMENT, 6 DAYS/WEEK WITH AN 8 HOUR WATER WINDOW WITH 45 PSI AT ALL I-20 SPRINKLER HEADS. OVERALL SYSTEM 12. ALL EXTERIOR CABINETS AND EQUIPMENT ENCLOSURES TO BE STAINLESS STEEL FINISH. 11. VERIFY SIGNAL STRENGTH AND AIR CARD NEEDS AT EACH SATELLITE CONTROLLER. 10. ADJUST ALL HEADS AS REQUIRED TO PREVENT OVERSPRAY ONTO BUILDINGS AND STREETS. BE ELECTRICAL GRADE SCHEDULE 40 PVC. ALL CONDUITS ABOVE GRADE SHALL BE SCHEDULE 80 PVC. 9. ALL CONDUIT TO BE 1" MINIMUM. CONCEAL OR BURY WHEREVER POSSIBLE. ALL VISIBLE CONDUITS SHALL BE ROUTED AS DIRECTED. ALL BURIED CONDUITS SHALL FLOWS 51 GPM AND GREATER TO HAVE 2" CONTROL VALVES. 8. ZONES WITH FLOWS THROUGH 20 GPM TO HAVE 1" CONTROL VALVES. ZONES WITH FLOWS 21 THROUGH 50 GPM TO HAVE 1-1/2" CONTROL VALVES. ZONES WITH 7. CONTRACTOR SHALL MAINTAIN AN ACCURATE, CURRENT AS-BUILT ON THE JOB AT ALL TIMES. FIELD VERIFY. 6. LOCATIONS OF AIR RELIEF VALVES MAY VARY. ACTUAL LOCATIONS SHALL BE IN ALL HIGH SPOTS ALONG THE MAINLINE IN APPROXIMATE LOCATIONS AS SHOWN, FIELD VERIFY. 5. LOCATIONS OF MAINLINE DRAINS MAY VARY. ACTUAL LOCATIONS SHALL BE IN ALL LOW SPOTS ALONG THE MAINLINE IN APPROXIMATE LOCATIONS AS SHOWN, FUNCTIONAL SYSTEM. COORDINATE AND PAY FOR ALL TECHNICAL SUPPORT NEEDS WITH CONTROL SYSTEM MANUFACTURER AND SERVICE PROVIDERS AS REQUIRED FOR COMPLETE AND 4. CONTRACTOR SHALL PROVIDE ALL DEVICES, WIRING AND PROGRAMMING AT CONTROLLER FOR A COMPLETE OPERATIONAL SYSTEM. CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER NUMBER, SIZE, AND LOCATION IS PROVIDED. SEE SLEEVING PLAN, I11. INSTALLED THROUGH SLEEVE. PROVIDE SEPARATE SLEEVES FOR BOTH 120 V. AND 24 V. WIRING. WIRE SLEEVES TO BE 3" MIN. IRRIGATION CONTRACTOR SHALL RESPONSIBILITY OF THE CONTRACTOR FOR INSTALLATION OF THE IRRIGATION SYSTEM AS SHOWN. ALL PIPE SLEEVES TO BE 2 PIPE SIZES LARGER THAN PIPE TO BE 3. SCHEDULE 40 PVC SLEEVES ARE REQUIRED UNDER ALL HARD AND GRAVEL SURFACES, EXISTING AND PROPOSED. LOCATION AND NUMBER OF SLEEVES IS THE FEATURES. REASONABLE CHANGES IN PIPE LAYOUT MAY BE MADE BY THE CONTRACTOR WITH THE ADVANCE APPROVAL OF THE LANDSCAPE ARCHITECT. 2. IRRIGATION PLAN IS DIAGRAMMATIC IN NATURE. FIELD ADJUSTMENT OF IRRIGATION COMPONENTS MAY BE NECESSARY TO AVOID CONFLICTS WITH EXISTING SITE BE CONTRACTOR'S RESPONSIBILITY. 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL LEGEND: SYMBOL DESCRIPTION SIZE MANUF.MODEL NUMBER D ZONE # GPM 44' RADIUS 38' RADIUS 34' RADIUS 31' RADIUS 19' RADIUS 14' RADIUS 10' RADIUS 5' X 15', 5' X 30' 8' RADIUS - ROTOR SPRINKLER ROTOR SPRINKLER ROTOR SPRINKLER ROTOR SPRINKLER ROTARY SPRINKLER ROTARY SPRINKLER ROTARY SPRINKLER ROTARY SPRINKLER SPRAY SPINKLER BUBBLER(S) HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER D SATELLITE CONTROLLER MASTER VALVE/FLOW SENSOR WEATHER SENSOR ELECTRIC CONTROL VALVE QUICK COUPLING VALVE MAINLINE DRAIN VALVE ISOLATION VALVE AIR RELIEF VALVE A2C-75D-SS-PED-SS W/ A2C-LTEM W/ EXTERNAL ANTENNA-10010100 3300300/QS200-30 WSS-SEN PESB SERIES 44 LRC C10-SP HUNTER SUPERIOR/FLOMEC HUNTER RAINBIRD RAINBIRD AS SPECIFIED AS SPECIFIED BERMAD I-20-06-CV-8.0, 8.0 GPM @ 45 PSI I-20-06-CV-3.0, 3.0 GPM @ 45 PSI I-20-06-CV-2.0, 2.0 GPM @ 45 PSI I-20-06-CV-1.5, 1.5 GPM @ 45 PSI MP2000 @ 40 PSIPRS40-CV-PROS-06- MP1000 @ 40 PSIPRS40-CV-PROS-06- MP800SR @ 40 PSIPRS40-CV-PROS-06- PROS-06-PRS40-CV-MPLCS/RCS-515 & MPSS-530 PROS-06-PRS30-CV-8 SERIES, 30 PSI (BROWN) PROS-06-CV-PCN-10, 1.0 GPM @ 30 PSI (2/TREE) 75 STATION 3"/3" AS NOTED 1" LINE SIZE 2" PA-1 222.6 2" SEE NOTES AS SHOWN AS SHOWN AS SHOWN SEE DETAILS SEE DETAILS SCHEDULE 40 SCHEDULE 40 SOLVENT WELD CLASS 200 GASKETED CLASS 200 GASKETED BLOWOUT ASSEMBLY CAMLOCK CONNECTION SLEEVES - PVC LATERAL LINE - PVC IRRIGATION SUBMAIN - PVC IRRIGATION MAIN- PVC GROUNDING LOCATIONGL ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED I1.1 & NOTES.DGN I1.1 IRRIGATION LEGENDIRRIGATION LEGEND & NOTES LEGEND: NATIVE GRASS PLANTER NATURAL TURF (NONE THIS PHASE) OAK STREETCOTTONWOOD ROADTURF FIELD SYNTHETIC FUTURE FLANDERS MILL ROADBAXTER LANE TURF FIELD SYNTHETIC FUTURE DOG PARK FUTURE FACILITY MAINTENANCE FUTURE NOT TO SCALE 1 IRRIGATED AREA NIC - FUTURE PHASE S D D D 4743474347444743 4744 4745 ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED MATCH LINE MATCH LINE FUTURE SYNTHETIC TURF FIELD OAK STREETCOTTONWOOD ROADMATCH LINEMATCH LINED21 39.3 D19 8.0 D22 26.0 D20 12.0 D15 24.0 D14 98.1 D16 24.0 D17 3.8 D18 34.8 1" 1" 1-1/2" 1" 1" 1-1/2"1"1" 1"1-1/2" 2" 1" 1-1/2" 1" 1-1/2" 1" 1" 1" 1-1/2" 1-1/2" 3" 1-1/2" 1-1/2" 1" 1" 1" 2"1" 1-1/2" 1" 1" 4" GL 4" 3"3"3"4" 1"1" 1" 1" 1-1/2" GL I1.2 I1.2 IRRIGATION PLAN.DGNIRRIGATION PLAN0 10'20'40'NORTH KEY NOTES: 1 TO ACCOMMODATE FENCE. INSTALL LATERALS & SPRINKLERS 12" OFF OF EDGE OF PAVEMENT 1 INSTALL DI CAP & T-BLOCK.2 END 2-WIRE PATH AT VALVE. TERMINATE LATERAL TEE.3 4 NIC - FUTURE PHASE 3 4 3 3 3 3 2 474447454746474 3 4744 4745 4746 4747 47484749VIS ION TR IANGLEVISION T RI ANGL EVISION TRIANGLE ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED SYNTHETIC TURF FIELD PROJECT LIMITS FUTURE DOG PARK OAK STREET MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE D8 28.0 D7 22.5 D11 41.8 D10 14.0 D9 47.6 2" 1-1/2" 1"1" 1-1/2" 1" 1-1/2" 1" 1-1/2" 1" 2" 1"2" 1-1/2" 1" 1" 1-1/2" 1-1/2" 1-1/2" 1" 1-1/2" 1-1/2" 1" 2"1-1/2" 1-1/2" 1" 1-1/2"1" 1" 1" 3"3" D12 32.5 D13 25.5 4" 1" 1"1" GL 1" 4" 4"4" 4" 1" 1-1/2" 1" 1" 1-1/2" 1-1/2" 1" 1" 1" I1.3 I1.3 IRRIGATION PLAN.DGNIRRIGATION PLAN0 10'20'40'NORTH KEY NOTES: 1 INSTALL DI CAP AND T-BLOCK. 2 2 TO ACCOMMODATE FENCE. INSTALL LATERALS & SPRINKLERS 12" OFF OF EDGE OF PAVEMENT 2 2-WIRE PATH. INSTALL DECODER AND GROUNDING EQUIPMENT AT END OF 3 1 3 ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED MATCH LINE FUTURE MAINTENANCE FACILITY FUTURE DOG PARK OAK STREET FLANDERS MILL ROADMATCH LINEMATCH LINE1" 1-1/2" I1.4 I1.4 IRRIGATION PLAN.DGNIRRIGATION PLAN0 10'20'40'NORTH KEY NOTES: 1 - PROJECT LIMITS S S D S S 47374 7 3 7 4738MATCH LINE MATCH LINE MATCH LINECOTTONWOOD ROADFUTURE SYNTHETIC TURF FIELD MATCH LINEMATCH LINEMATCH LINE D23 37.7 D24 25.4 D25 10.0 2" 1"1-1/2" 1" 1" 1-1/2" 1-1/2" 1" 1" 4" 4" 1" GL ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED I1.5 I1.5 IRRIGATION PLAN.DGNIRRIGATION PLAN0 10'20'40'NORTH KEY NOTES: 1 1 2 TO ACCOMMODATE FENCE. INSTALL LATERALS & SPRINKLERS 12" OFF OF EDGE OF PAVEMENT COIL 6' OF CONTROL WIRE IN VALVE BOX FOR FUTURE USE. INSTALL ELECTRIC CONTROL VALVE, DO NOT CONNECT TO WIRE.2 NIC - FUTURE PHASE INSTALL DI CAP & T-BLOCK. END 2-WIRE PATH AT VALVE. TERMINATE LATERAL TEE. 3 4 5 4 5 4 3 S D D 4739 4740 4741 4742474347394740474047414741474247424739 47 4 2 4743 MATCH LINE MATCH LINE MATCH LINE RETENTION POND SYNTHETIC TURF FIELD MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE D30 70.5 D29 70.5 D26 18.0 D28 37.7 D6 3.0 D27 2.7 6" 6" 6" 1" 2" 3" 2" 1" 1-1/2" 1-1/2" 3" 1"1" 1" 1" 1" 1" 4" GL 4" 4" 4"8" 4" GL 4" 4" 8" 4" 1" 1" 1-1/2" 1" 1" D 1" TOILET VAULT 1-1/2" 2" ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED I1.6 I1.6 IRRIGATION PLAN.DGNIRRIGATION PLAN0 10'20'40'NORTH KEY NOTES: 1 TO ACCOMMODATE FENCE. INSTALL LATERALS & SPRINKLERS 12" OFF OF EDGE OF PAVEMENT COIL 6' OF CONTROL WIRE IN VALVE BOX FOR FUTURE USE. INSTALL ELECTRIC CONTROL VALVE, DO NOT CONNECT TO WIRE.2 INSTALL DI CAP AND T-BLOCK.3 1 3 2 8" MAINLINE NIC - FUTURE PHASE.4 3 4 4 5 SEE 6/I2.3 FOR CONTROLLER SOLAR POWER REQUIREMENTS.5 S SHED FUTURE STORAGE GROUNDWATER:4737.30POND BOTTOM:4740.30PONDSTORMWATER RETENTION MATCH LINE MATCH LINE PROJECT LIMITS FLANDERS MILL ROADMATCH LINEMATCH LINED2 18.0 D3 24.0 D5 72.0 D4 24.0 1-1/2" 1" 1-1/2"1-1/2" 1" 3" 1" 1" 2" 1-1/2" 1-1/2" 8" 4" 4" D1 22.2 1" 1" 1" 1" 1-1/2" GL ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED I1.7 I1.7 IRRIGATION PLAN.DGNIRRIGATION PLAN0 10'20'40'NORTH KEY NOTES: 1 INSTALL DI CAP AND T-BLOCK. 1 1 2 8" MAINLINE NIC - FUTURE PHASE.2 D SUMP:4734.0512" INV OUT(N):4736.0512" INV IN(SW):4736.05RIM ELEV:4741.05MATCH LINE MATCH LINE 4" 1" 1-1/2"6" 6" 6" 6" 1"1" D D D D D C C 4" 6" 8" 4" 4" 1-1/2" (3) 3" 64.0 C9 1" 1-1/2" 1" 3" MATCH LINE MATCH LINE D32 75.0 D31 100 6" 1-1/2" 3" 1-1/2" 1" 3" 3" 1-1/2" 6" 1-1/2" 1" 1" GL 4" 1-1/2" 1" C11 6.0 1" 4" 80.0 C13 64.0 C12 3" 4" 6" 4" C10 15.0 3" 1" 1" 1-1/2" 1-1/2" (2) 3" (1) 6" 3" 1-1/2" 1" 1" 1" 2" 1-1/2" 6" 2" 1" 4"4" 6" 4" 4" 4" MATCH LINE ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED I1.8 I1.8 IRRIGATION PLAN.DGNIRRIGATION PLAN0 10'20'40'NORTH 1 2 3 KEY NOTES: 1 INSTALL DI CAP AND T-BLOCK. ADJUST EXISTING SPRINKLER TO 180°.2 ACCOMMODATE NEW ELECTRIC CONTROL VALVES. REMOVE EXISTING T-BLOCK AND EXTEND MAINLINE TO 3 REMOVE EXISTING T-BLOCK AND TIE TO EXISTING MAINLINE.4 LAWN AREAS AS A RESULT OF THE SEWER LINE INSTALLATION. REPAIR ANY DAMAGE TO EXISTING IRRIGATION IN ESTABLISHED 5 2 3 1 1 5 5 5 1 2 3 4 S S S D D D D D S S S S D D D ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED I1.9 I1.9 SLEEVING PLAN.DGNSLEEVING PLAN0 25'50'100'NORTH INFORMATION. 4. REFER TO ALL DRAWINGS, DETAILS AND SPECIFICATIONS FOR ADDITIONAL SLEEVES REQUIRED FOR CONSTRUCTION OF THE IRRIGATION SYSTEM ARE PROVIDED. CONTRACTOR ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL 3. ANY SLEEVES SHOWN ON SLEEVING PLAN ARE FOR THE CONVENIENCE OF THE SIZE, AND LOCATION IS PROVIDED. COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER NUMBER, AND 24 V. WIRING. WIRE SLEEVES TO BE 3" MIN. IRRIGATION CONTRACTOR SHALL BE INSTALLED THROUGH SLEEVE. PROVIDE SEPARATE SLEEVES FOR BOTH 120 V. SYSTEM AS SHOWN. ALL PIPE SLEEVES TO BE 2 PIPE SIZES LARGER THAN PIPE TO THE RESPONSIBILITY OF THE CONTRACTOR FOR INSTALLATION OF THE IRRIGATION SURFACES, EXISTING AND PROPOSED. LOCATION AND NUMBER OF SLEEVES IS 2. SCHEDULE 40 PVC SLEEVES ARE REQUIRED UNDER ALL HARD AND GRAVEL TYPICAL LATERAL LINE, AND 18" FOR ALL MAIN/SUBMAINLINES. 1. COORDINATE WITH IRRIGATION PLAN TO DETERMINE DEPTH OF COVER. 12" FOR KEY NOTES: 1 - NOTES: H D B D D J B C C B B B B B B B B B E EEE A D A A A N A A B A A A B NIC - FUTURE PHASE C PROJECT LIMITS (1) 3" SLEEVE (2) 3" SLEEVES (3) 3" SLEEVES (1) 6" SLEEVE (2) 3" SLEEVES (1) 8" SLEEVE (1) 10" SLEEVE (1) 3" SLEEVE A H G F E D C B E SLEEVE LOCATION (1) 3" SLEEVE (1) 8" SLEEVE (1) 8" SLEEVE (1) 3" SLEEVE (1) 12" SLEEVE (1) 3" SLEEVE (1) 4" SLEEVEK M (1) 8" SLEEVE (2) 3" SLEEVES LEGEND: (1) 8" SLEEVE (2) 6" SLEEVES (1) 3" SLEEVE J L (1) 10" SLEEVE (2) 3" SLEEVES I N (1) 6" SLEEVE (1) 3" SLEEVES C C S S S S D D D D D D D D D MATCH LINE PROJECT LIMITS COTTONWOOD ROADEXISTING PROJECT 4745 4740 4735 473 0 4730 4725 47454735 4740 4745 47 40 4745 ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER KEY MAP: NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED INFORMATION. 4. REFER TO ALL DRAWINGS, DETAILS AND SPECIFICATIONS FOR ADDITIONAL SLEEVES REQUIRED FOR CONSTRUCTION OF THE IRRIGATION SYSTEM ARE PROVIDED. CONTRACTOR ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL 3. ANY SLEEVES SHOWN ON SLEEVING PLAN ARE FOR THE CONVENIENCE OF THE SIZE, AND LOCATION IS PROVIDED. COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER NUMBER, AND 24 V. WIRING. WIRE SLEEVES TO BE 3" MIN. IRRIGATION CONTRACTOR SHALL BE INSTALLED THROUGH SLEEVE. PROVIDE SEPARATE SLEEVES FOR BOTH 120 V. SYSTEM AS SHOWN. ALL PIPE SLEEVES TO BE 2 PIPE SIZES LARGER THAN PIPE TO THE RESPONSIBILITY OF THE CONTRACTOR FOR INSTALLATION OF THE IRRIGATION SURFACES, EXISTING AND PROPOSED. LOCATION AND NUMBER OF SLEEVES IS 2. SCHEDULE 40 PVC SLEEVES ARE REQUIRED UNDER ALL HARD AND GRAVEL TYPICAL LATERAL LINE, AND 18" FOR ALL MAIN/SUBMAINLINES. 1. COORDINATE WITH IRRIGATION PLAN TO DETERMINE DEPTH OF COVER. 12" FOR KEY NOTES: 1 - NOTES: (1) 3" SLEEVE (2) 3" SLEEVES (3) 3" SLEEVES (1) 6" SLEEVE (2) 3" SLEEVES (1) 8" SLEEVE (1) 10" SLEEVE (1) 3" SLEEVE A H G F E D C B E SLEEVE LOCATION (1) 3" SLEEVE (1) 8" SLEEVE (1) 8" SLEEVE (1) 3" SLEEVE (1) 12" SLEEVE (1) 3" SLEEVE (1) 4" SLEEVEK M (1) 8" SLEEVE (2) 3" SLEEVES LEGEND: (1) 8" SLEEVE (2) 6" SLEEVES (1) 3" SLEEVE J L (1) 10" SLEEVE (2) 3" SLEEVES I N (1) 6" SLEEVE (1) 3" SLEEVES I1.10 I1.10 SLEEVING PLAN.DGNSLEEVING PLAN0 25'50'100'NORTH MM N LL PROJECT LIMITS I I2.1 I2.1 IRRIGATION DETAILS.DGNIRRIGATION DETAILSFINISH GRADE ROTARY HEAD AS SPECIFIED SWING JOINT AS SPECIFIED LATERAL PIPE PVC CLASS 200 .45° MAX. 30° MIN. NOT TO SCALE 2 TYPICAL ROTOR HEAD FINISH GRADE¼" MIN.CURB OR BED EDGE OF PAVEMENT 12" MINIMUMLATERAL PIPE PVC CLASS 200 PVC TEE AS SPECIFIED SWING JOINT AS SPECIFIED SPRAY HEAD NOZZLE MATCHED PRECIPITATION 1 TURF SPRAY HEAD NOT TO SCALE FINISH GRADE RISER AS SPECIFIED VALVE BOX & DIXON SL200F-2" 2" CLOSE DI NIPPLE EACH CORNER BLOCKS, ONE MIN. 4 CONC. BASE 3/4" AGGREGATE 6" OF WASHED AS SPECIFIED 2" GATE VALVE AS SPECIFIED 2" DI SERVICE TEE NOTES: 1. DELIVER BARBED END OF CHICAGO COUPLING TO OWNER. 6 BLOWOUT ASSEMBLY NOT TO SCALE THRUST BLOCK 2SF CONCRETE 6" 6" NOTES: 6" 6" 28" +/- 3. TWO BUBBLERS PER TREE OF TREES. BOTH HEADS ON UPHILL SIDE 2. ON STEEP SLOPES, INSTALL INSTALLED IN TOPSOIL. 1. HEAD TO BE SECURELY SPRAY HEAD. FUNNY PIPE TO WITH TEE. LATERAL PIPING TO HOLD WATER. ADJUST AS REQUIRED BERM AROUND TREE. 6" HIGH COMPACTED BUBBLER AS SPECIFIED POP-UP SPRAY HEAD WITH 4" MULCH AS SPECIFIED ROOTBALL 5 TREE IRRIGATION NOT TO SCALE MIN.3" NOTES: FINISH GRADE BOX AS SPECIFIED 10" ROUND VALVE AGGREGATE 3/4" WASHED LENGTH AS REQUIRED 4" PVC RISER COMPACTED SOIL ONE EACH SIDE MIN. 2 CONC. BLOCKS , TURN DOWN AT ENDS SUPAC 4NP CLOTH, DRAIN TO DAYLIGHT 1-1/2" CL 200 PVC 1-1/2" LATERAL 90 HARCO DI 1-1/2" GATE VALVE SCHED. 80 MALE ADAPTOR AGGREGATE 1 CY OF 1-1/2" WASHED DRY WELL WITH MIN. TEE ON BOTTOM HARCO DI SERVICE MAINLINE WITH 1-1/2" TO STEEL PIPE 36" BEFORE END OF PIPE. 1. DRAIN TO DAYLIGHT WHEREVER POSSIBLE. TRANSITION 7 TYP. MAINLINE DRAIN NOT TO SCALE NOTES: 2. PROVIDE 1" MIN. SPACE BETWEEN BOTTOM OF VALVE BOX AND TOP OF MAINLINE. BETWEEN LID AND TOP OF AIR RELEASE VALVE. 1. ROTATE TEE ON MAINLINE AS NECESSARY TO ENSURE CLEARANCE IS PROVIDED 4 AIR RELIEF VALVE NOT TO SCALE AS SPECIFIED 2" GATE VALVE AIR RELEASE VALVE BERMAD 2"-C10-SP AS SPECIFIED 2" DI SERVICE TEE 2" CLOSE DI NIPPLE FINISH GRADE EACH CORNER BLOCKS, ONE MIN. 4 CONC. RISER AS SPECIFIED VALVE BOX & BASE 3/4" AGGREGATE 6" OF WASHED THRUST BLOCK 2SF CONCRETE NOTES: 1. DO NOT DRIVE REBAR THROUGH TABS ON SWING JOINT, STABILIZING BAR TO BE USED. 45° MAX. 30° MIN.3" MIN.2-1/2" 3 TYPICAL QUICK COUPLER NOT TO SCALE COMPACTED SOIL WASHED AGGREGATE 6" MIN. OF 3/4" ONE EACH SIDE MIN. 2 CONC. BLOCKS, BOX AS SPECIFIED 10" ROUND VALVE VALVE AS SPECIFIED QUICK COUPLING VALVE BOX TO FIT STABILIZING BAR - NOTCH 1" X 18" SCHED. 80 AS SPECIFIED UNITIZED SWING JOINT AS SPECIFIED DI SERVICE TEE FLOWLATERAL PIPE MAINLINE/ FINISH GRADE ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED I2.2 I2.1 IRRIGATION DETAILS.DGNIRRIGATION DETAILSAA 2 TYPICAL THRUST BLOCKS 18" 36" 36" B 30" 24" 21" 32" 45" 61" 87" A 24" 33" 40" 50" 61" A 12" 18" 24" 30" 36" B 9" 12" 16" 20" 28" A 12" 18" 24" 30" 30" B 24" 12" 40" 56" 30" A 30" 30" 24" 18" 17" B 3-4" 6" 8" 10" 12" ELBOWS PLUGS TEES & SIZE PIPE SECTION A-A FINISH GRADE CONCRETE THRUST BLOCK A18" MIN. B 22-1/2°45°90° NOT TO SCALE NOTES: 3. THRUST BLOCKS NOT REQUIRED ON 2-1/2" & SMALLER PIPE. ADEQUATE THRUST BLOCKS IN ALL PIPING INSTALLATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING 1. ALL PIPES TO BE CENTERED ON THRUST BLOCKS. A A NOT TO SCALE CAMLOCK ASSEMBLY3 NOTES: 2. EDGE OF VALVE BOX TO BE 12" OFF OF PAVEMENT EDGE. COORDINATE VALVE BOX ELEVATION WITH PAVEMENT ELEVATION. 1. COORDINATE CAMLOCK ASSEMBLY WITH FITTINGS ON TRAVELING SPRINKLER TO ENSURE COMPATIBILITY. COUPLER CAM & GROOVE 2" BRASS FEMALE LENGTH AS REQUIRED (2) 2" STEEL RISERS, AS SPECIFIED VALVE BOX OVER MAINLINE 1" MIN. SPACE BLOCK PER SCHEDULE CONCRETE THRUST CAMLOCK ASSEMBLY RESTRAINT ON PIPE TO LEEMCO DI TEE W/ LH SERIES TEE & ELBOW NO JOINTS BETWEEN ONE EACH SIDE MIN. 4 CONC.BLOCKS, AGGREGATE BASE 6" WASHED 3/4" ASPHALT PAVING EXTENSION BOX AS SPECIFIED 2" GATE VALVE AS SPECIFIED LEEMCO 3X2 TAPPED PLUG LEEMCO DI ELBOW W/ LH SERIES RESTRAINTS SIZE AS REQUIRED TO WORK WITH PAVEMENT THRUST BLOCK PER SCHEUDLE. ADJUST C SECTION PLAN VIEW WITHIN THE SPHERE OF INFLUENCE DO NOT INSTALL ANY OTHER WIRES OR CABLE 5 CONTROLLER GROUNDING (4" x 96" x .0625) COPPER GROUND PLATE CONTROLLER WIRES BARE COPPER #6 AWG SOLID CONNECTION CADWELD MATERIAL EARTH CONTACT TYP. (5/8" x 8') GROUND ROD BOUNDARIES OF INFLUENCE ELECTRODE SPHERE NOT TO SCALE 8-12'10' DEPTH OR BELOW FROST DEPTH: 30" MIN. GROUND PLATE NOTES: 1. INSTALL 10" ROUND VALVE BOX OVER GROUND ROD.12"LEGEND: NOTES: 6. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. LAST DECODER ON ALL WIRE PATHS TO BE GROUNDED. 4. GROUND PLATES TO BE A MINIMUM OF 8' PERPENDICULAR FROM 2-WIRE PATH. CADWELD OR U-BOLT CONNECTORS. RESISTANCE TO BE 10 OHMS OR LESS. 3. DECODER GROUND WIRE TO BE CONNECTED TO GROUND PLATE WITH 2. INSTALL GROUND PLATES EVERY 1000' OR 12TH DECODER ALONG 2-WIRE PATH. ARCHITECT OF ANY DISCREPANCIES. INDICATED ON PLANS MEET GUIDELINES SHOWN ABOVE. NOTIFY LANDSCAPE 1. CONTRACTOR SHALL VERIFY THAT LOCATIONS OF GROUND PLATES 2-WIRE PATH DECODER DECODER GROUND PLATE CONTROLLER 6 DECODER GROUNDING SCHEMATIC MAX. 25' MAX. 1000' NOT TO SCALE DECODER OR 12TH 12TH DECODER 1000' MAX. OR 12TH DECODER 1000' MAX. OR 500'KEY FOR CONNECTIONS: 14/12 AWG RED 14/12 AWG BLUE REDBLUETYPCIAL DECODER GROUND 3M MODEL DBY-6 3M MODEL DBR-6 DECODER W/ GROUND WIRE IDSWIRE TWISTED CABLE FROM GROUND PLATE BARE COPPER WIRE WITH DECODER IN VALVE BOX ALL WIRE SPLICES OR BELOW FROST) MIN. 30" BELOW GRADE 8' FROM TWISTED CABLE, IRRIGATED AREA, PLATE (INSTALL IN 4" X 36" GROUND 7 CADWELD OR U-BOLT NOT TO SCALE RECEIVER & GUARD WIRELESS SOLAR SYNC 4 30"18"6" TYP.TYP. 6" TYP. 6" WITH 6/6/6 WWM TROWEL FINISH, CONCRETE FOOTING- CADWELD CONNECTION SET TO GRADE SPECIFIED - VALVE BOX AS CONDUIT FOR GROUND GRADE FINISH POWER SOURCE CONDUIT FOR 120 V. TO OUTLET J-BOX, CORD PIGTAIL CONTROLLER TO POWER LEADS FROM SURGE ARRESTOR W/ INTERMATIC #AG2401 GFCI DUPLEX OUTLET RECOMMENDATIONS MOUNT PER MFGR'S SATELLITE CONTROLLERS GROUND PLATE AND ON TO GROUNDING ROD 5/8" X 8' COPPER 2-WIRE PATH CONDUIT FOR CAD WELD TO GROUNDING ROD #6 BARE COPPER GROUND WIRE SATELLITE CONTROLLERS NEEDS PRIOR TO ORDERING ANTENNA. 5. PROVIDE MANUFACTURER (HUNTER) CELLULAR SIGNAL TEST TO CONFIRM ANTENNA 4. SEE CONTROLLER GROUNDING DETAIL FOR ADDITIONAL INFORMATION. 3. PROVIDE ONE 2" 2-WIRE CONDUIT. 2. MIN. CONDUIT SIZE TO BE 1". FOR CONTROLLER PADS WITH ONE CONTROLLER 6/6/6 WWM IS OPTIONAL. 1. FOR CONTROLLER PADS WITH MORE THAN ONE CONTROLLER 6/6/6 WWM IS REQUIRED. DRAIN SLOPE TO 6" NOTES: 1" CONDUIT (EXTRA) NOT TO SCALE MOUNT ANTENNA HUNTER EXTERNAL TRENCHING DETAILS - 2-WIRE PLANS LATERAL SECTIONS FINISH GRADEFINISH GRADE LATERAL MAINLINE TRENCH PIPE IN LATERAL SNAKE ALL 18"12"18"12" (IN CONDUIT) 2-WIRE PATH CONTINOUS TAPE MARKING CONTINOUS TAPE MARKING LOCATED ON AS-BUILT PLANS. BE MADE IN VALVE BOXES AND MAINLINE. ALL SPLICES SHALL ABOVE ALL 120 V. WIRING AND USE 6" WIDE MARKING TAPE 6" AFTER MAKING CONNECTIONS. GREATER THAN 30°. UNTIE ALL LOOPS CABLE AT ALL CHANGES IN DIRECTION TIE A LOOSE 20" LOOP IN 2-WIRE COMM 1 NOT TO SCALE AS SHOWN. . 2-WIRE COMM CABLE TO BE INSTALLED ON THE SIDE OF THE MAINLINE2 AS SHOWN ON THE PLANS. 1. 120 V. WIRE TO BE INSTALLED ON THE SIDE OF THE MAINLINE IN CONDUIT NOTES: SECTION CONDUIT PLAN CONDUIT FINISH GRADE MIN. 30" MARKING TAPE 12"(IN CONDUIT) 2-WIRE PATH BEDDING. CABLE 2-WIRE COMM 120 V. WIRE IN CONDUIT ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED ARCHITECT. CONSENT OF THE LANDSCAPE OR OWNER WITHOUT WRITTEN OTHER PURPOSE, LOCATION, IS NOT TO BE USED FOR ANY SPECIFICALLY FOR THIS SITE AND IT HAS BEEN PREPARED OF THE LANDSCAPE ARCHITECT. THIS DRAWING IS THE PROPERTY STEINER THUESEN PLLC 2025 COPYRIGHT SHEET CITY OF BOZEMANBOZEMAN SPORTS PARK PHASE 2FILE: REV: REV: DATE: CHECKED BY: DATE: DRAWN BY:GSG 6/27/25 NGS 6/27/25 - - P L L C GOLF COURSE ARCHITECTURE IRRIGATION DESIGN LANDSCAPE ARCHITECTURE 1925 GRAND AVE. SUITE 105 P.O. BOX 22943 BILLINGS, MT 59104 406/252-5545 FAX 245-9855 THUESEN STEINER NATHAN STEINER 143 G CNLADS APE ARCHITECTOMNTANA R EG ISTERED D S S S D DD DD D D D D D D SSSS D D D D 5 5 6 4 4 IRRIGATION CONTROLLER SOLAR POWER EQUIPMENT SCHEMATIC6 NOT TO SCALE NOTES: 3. ALL CONDUIT TO BE PAINTED TO MATCH BUILDING. SECURE CONDUIT TO BUILDING. YEARS, AND (4) INDICATE HOW PROPOSED EQUIPMENT IS EQUAL TO OR BETTER THAN THE SPECIFIED EQUIPMENT. INFORMATION CALLED FOR ON NOTE #1 ABOVE. (3) PROVIDE INFORMATION ON SIMILAR INSTALLATIONS WITHIN THE PREVIOUS 3 (3-24VAC IRRIGATION VALVES, 1-24 VAC MASTER VALVE, 10 HRS/DAY, 4 DAYS/WEEK, APRIL-OCTOBER), (2) INCLUDE ALL SUBMITTAL SUBSTITUTION REQUESTS SHALL; (1) INDICATE THE ABILITY TO OPERATE (1) HUNTER ACC2 CONTROLLER AND 38 DECODERS 2. SOLAR EQUIPMENT TO BE BY CONTROL TECH USA, MODEL #SPS-RSG344213133-1B3, OR EQUAL APPROVED IN ADVANCE. SIZES, GROUNDING, ELECTRICAL ONE DRAWING, ETC. INCLUDE DRAWINGS INDICATING MOUNTING ON RESTROOM TILT ANGLE & DECLINATION, ENCLOSURE, SPECIFIC WIRE TYPE & 1. DETAIL IS SCHEMATIC, PROVIDE SUBMITTALS INDICATING ALL EQUIPMENT, WIRE, ETC. FOR INSTALLATION. SUBMITTAL TO LEGEND: IRRIGATION CONTROLLER AS SPECIFIED. 4 5 6 7 8 9 10 11 2 3 12 1 CONTROLLER GROUNDING AS SPECIFIED. 2-WIRE CONTROL CABLE IN CONDUIT. THE MANUFACTURER. SOLAR PANELS/SOLAR ARRAY.TILT ANGLE AND DECLINATION PER WEDGE ANCHOR OR SIMILAR. SOLAR PANEL MOUNT FEET (4) TO BE ANCHORED W/ 3/8" DIA. MIN. CONDUIT: 1/2" LIQUID TIGHT METALLIC FLEX GREEN 10 AWG TYPE THWN-2 BLACK 10 AWG TYPE THWN-2 RED 10 AWG TYPE THWN-2 SOLAR ARRAY WIRES: TO MOUNT ENCLOSURE TO THE WALL. TO HOLD THE WEIGHT. USE SUPPLIER PROVIDED BRACKETS OR UNISTRUT APPROXIMATELY 250 POUNDS. ANCHOR MOUNTING BRACKETS SUFFICIENTLY BATTERIES AND INVERTER. FULLY LOADED ENCLOSURE WILL WEIGH WALL MOUNT ALUMINUM ENCLOSURE HOUSES SOLAR ELECTRONICS, 6 AWG SOLID COPPER WIRE IN CONDUIT TO GROUNDING SYSTEM. COVER W/ 10" ROUND VALVE BOX. COPPER PLATE. CONNECT TO GROUND ROD WITH CADWELD. GROUNDING SYSTEM - 5/8"X 8' COPPER CLAD ROD AND 3"X 10' SOLAR GROUND WITH IRRIGATION EQUIPMENT GROUND. DIRECT BURY 6 AWG SOLID COPPER WIRE MINIMUM TO BOND PRE-CAST CONCRETE RESTROOM BY OTHERS. MAXIMUM WIRE LENGTH: 50' TO IRRIGATION CONTROLLER) CONDUIT: 3/4' GREY PVC (FROM WALL MOUNT ENCLOSURE GREEN 10 AWG TYPE THWN-2 BLACK 12 AWG TYPE THWN-2 RED 12 AWG TYPE GHWN-2 120VAC WIRES: 1 2 3 6 8 9 10 7 11 5 12 I2.3 I2.3 IRRIGATION DETAILS.DGNIRRIGATION DETAILS2-WIRE ROUTING PLAN4 2-WIRE SPLICE BOX FOR SATELLITE CONTROLLER LEGEND: 2 TYPICAL ELECTRIC CONTROL VALVE NOT TO SCALE18"12"20 7 8 12 13 4 3 2 1 15 19 ACCESS FOR SERVICING. 3. KEEP CONDUIT BACK FROM ELECTRIC VALVE TO ALLOW 2. REMOVE ANY WATER IN CONDUIT PRIOR TO SEALING ENDS. ELECTRIC VALVE SIZE CALLED FOR ON PLANS. 1. ADJUST SIZE OF LATERAL 90°, AND PVC FITTINGS TO MATCH NOTES: LEGEND: 20. 1" MIN. SPACE BETWEEN LATERAL AND VALVE BOX. 19. MIN. 4 CONC. BLOCKS, ONE EACH CORNER. SEAL ENDS WITH DUCT SEALANT. 18. 2-WIRE CONTROL CABLE IN CONDUIT, 1" MIN. LEG COILED UP NEATLY IN VALVE BOX. 17. PROVIDE 3' MINIMUM OF 2-WIRE CABLE ON EACH 16. DECODER, AS SPECIFIED. 15. VALVE ID TAG, AS SPECIFIED. SPLICES IN VALVE BOX. 14. DBY WIRE CONNECTORS AS SPECIFIED, MAKE ALL 13. PROVIDE 20 EXPANSION COILS EACH WIRE. 12. FINISH GRADE. 11. VALVE BOX AS SPECIFIED, RISER AS REQUIRED. 2" CLEARANCE BELOW VALVE. 10. 6" OF WASHED 3/4" AGGREGATE BASE, MAINTAIN 9. SOLVENT WELD PIPE TO LATERALS. 8. 3" X 2" SCH 80 1 PIECE REDUCER COUPLING. 7. 2" X 4" SCH. 80 T.O.E. NIPPLE. 6. 2" - T X T SCH. 80 UNION. 5. 2" X 2" T.B.E. SCH 80 NIPPLE. 4. ELECTRIC VALVE AS SPECIFIED. 3. 2" HARCO LATERAL 90° SWIVEL. 2. HARCO D.I. SWIVEL TEE. 1. MAINLINE. 9 11 6 5 18 17 10 1614 MASTER VALVE & FLOW SENSOR 3 NOT TO SCALE FLOW ... SEE NOTE #1. NOTES: DI TAPPED CAP W/ RESTRAINT. PIPE W/ SCH 80 PVC MALE ADAPTER, SIZE TO MATCH FLOW SENSOR. PIPE SIZE TO MATCH SIZE OF FLOW SENSOR. SCH 80 PVC REDUCER, AS REQUIRED. PVC PIPE, SAME SIZE AS MASTER VALVE. SCH 80 TOE NIPPLE. SCH 80 PVC UNION. USE BRASS UNION ON 2" AND LARGER. DI NIPPLE, SIZE TO MATCH MASTER VALVE. DI TAPPED CAP W/ RESTRAINT. MAINLINE. FLOW SENSOR, ANGLE PER MANUFACTURER'S RECOMMENDATIONS. MASTER VALVE. GATE VALVE, SAME SIZE AS MASTER VALVE. 3. SECURE DECODER TO VALVE BOX WITH ZIP-TIE. 2. REFER TO LEGEND ON PLAN SHEETS FOR ADDITIONAL INFORMATION FOR MASTER VALVE AND FLOW SENSOR. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. 1. INLET PIPE LENGTH OF FLOW SENSOR MUST BE MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF FLOW SENSOR MUST BE MIN. 4 5 6 7 8 9 10 11 15 16 18 19 20 21 22 17 MAINLINE, SEE PLAN FOR SIZE 6" 3/4" WASHED AGGREGATE MIN. 4 CONCRETE BLOCKS, TWO EACH SIDE. 1" MINIMUM SPACE BETWEEN LATERAL AND VALVE BOX. FINISH GRADE. VALVE BOX AND EXTENSION, AS SPECIFIED. MARKER TAPE OVER 2-WIRE PATH IN CONDUIT. 2-WIRE PATH TO CONTROLLER/DECODERS IN CONDUIT, 1" MIN. WIRE CONNECTORS, AS SPECIFIED. SLACK DECODER PATH WIRE, AS SPECIFIED. FLOW SENSOR DECODER (ICD-SEN) WITH WIRES TO FLOW SENSOR AND 2-WIRE PATH. MASTER VALVE DECODER (ICD-100) WITH WIRES TO MASTER VALVE AND 2-WIRE PATH. SUBMAINLINE PIPE TO CONTROL VALVES. SEE PLAN FOR SIZE. 23 LEGEND: 1 2 3 13 24 12 25 14 18" MINIMUMCOVER8 6 6 23 23 1 14 13 3 10 9 7 7 2 24 25 19 18 11 17 22 18 21 20 17 12 16 15 POSSIBLE 60-90° IF INSTALL AT . 6 5 19 26 26 5 NOTES: WIRELESS SOLAR SYNC LEGEND: 4. FINISH GRADE. 3. CONCRETE FOOTING - 18" DIA. x 24" DEEP MIN., SLOPE TO DRAIN. CUT AT 45° ANGLE AS SHOWN. WELD PLATE ON TOP AS COVER. 2. 6"x6" SQ. TUBE STEEL, PRIME AND POWDER COAT BLACK. TOP TO BE SENSOR GUARD. 1. SOLAR SYNC AS SPECIFIED. MOUNT TO SQ. TUBE. INSTALL WIRELESS IS 800' FIELD VERIFY. 2. MAX. DISTANCE FROM CONTROLLER 1. TUBE STEEL TO BE WATER TIGHT. 1 2 4 3 24"10'NOT TO SCALE NOT TO SCALE FUTURE CONNECTION WIRE PATH #2 (GRAY) WIRE PATH #1 (BLUE) NOTES: 2. INSTALL PULL BOXES AS NOTED ON DETAIL. INSTALL MARKER TAPE OVER 2-WIRE PATH. 1. ALL WIRE SHALL BE INSTALLED IN CONDUIT, 1" MIN. ALONG MAILINE. 18" MIN. 1 2-WIRE CONTROL PULL / SPLICE BOX DRAWINGS. 2. INCLUDE PULL/SPLICE BOXES ON AS-BUILT CONDUIT WITH DUCT SEALANT. TO WITHIN 6" OF CARSON BOX COVER AND CLOSE 1. AT PULL/SPLICE LOCATIONS EXTEND CONDUIT DIRECTIONAL CHANGES & AT ALL JUNCTIONS & PULL BOXES 300' O.C. MAX. 4 3 10 76" MIN. NOTES: LEGEND: 6 5 9 8 2 1 10. CONC. SUPPORT BLOCK EACH CORNER. PERMITTED ONLY AT DECODERS. 9. SPLICES MADE WITH DBY SPLICE KITS. FIELD SPLICES 8. MIN. 60" LOOP OF CONDUCTORS IN PULL BOX. 7. 90° SWEEP ELL. 6. PVC SCHED 40 CONDUIT SIZE AS REQUIRED, 1" MIN. 5. MIN. 4" DEPTH CRUSHED AGGREGATE. AND DECODERS. 4. 2-WIRE COMM CABLE TO SATELLITE CONTROLLERS 3. PANDUIT HTDU 3R-E MARKER TAPE CONTINUOUS. ELECTRICAL MARKING. 2. CARSON 1419-12 BOX & 1419-3B GREY COVER, 1. FINISH GRADE NOT TO SCALE NIC - FUTURE PHASE D