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044.01 Environmental comment responses June 2025
TO: SRX-II Subdivision File FROM: Faith Doty, PWS; Christine Pearcy, Environmental Scientist DATE: May 30, 2025 JOB NO.: 5659.021 RE: Response to City of Bozeman (COB) Wetland Review Comments received from Naiad Aquatic Consultants on May 15, 2025 Regarding SRX-II Pre-Plat Submittal. CC: Matt Ekstrom, PE; Celine Saucier, PE; Parker Lange Urgent For Review Please Comment Please Reply For Your Use Objective The following is a summary of the comments provided by Dr. William Kleindl with Naiad Aquatic Consultants regarding the pre-plat application for South Range Crossing II (SRX-II) with our accompanying response(s). Comments & Response(s) A. Comment: Wetland buffers are not included on application maps. a. Response: Wetland buffers were included on the Wetland Impacts exhibit, Figure EX-1, attached to the Wetland Checklist (page no. 21). This exhibit is also attached to the Joint Application. A 50’ setback is now depicted along Middle Creek Ditch. B. Comment: The report does not state if wetland boundaries were surveyed or if a GPS was used; if GPS, what is the unit? a. Response: The methods and technology used to collect geospatial data of the wetland boundaries was detailed on page 13 of the wetland delineation report. This report states the following: “Sample points and wetland boundaries, if present, are collected via resource-grade GPS, with sub-meter accuracy, by a Morrison-Maierle environmental scientist and certified by a licensed surveyor. Data is postprocessed in ArcGIS to create maps and perform calculations (ESRI).” C. Comment: Impacts to buffers on site are not accounted for a. Response: Impacted buffers due to the installation of Staudaher and North 17th Avenue have been quantified in tables within Exhibit 1. A 50’ setback is now depicted along Middle Creek Ditch and depicted within Exhibit 1. D. Comment: Need to discuss “plan for ongoing management that will protect and maintain non-impacted wetlands, watercourses, and buffer areas in perpetuity. a. Response: The non-impacted wetland and designated buffer areas will be protected and maintained through site design. The northern half of the SRX-II property, which contains the majority of the delineated wetland is not a part of this submittal. Other areas of the property will undergo a separate pre-plat/subdivision process. E. Comment: “I have not found a declaration of public need in the text.” a. Response: The project’s purpose and public need are described in Section C of the Joint Application (page 8), which was submitted as an attachment to the Wetland Checklist. In summary, the project supports Bozeman’s housing and infrastructure goals by providing new residential development, including an affordable housing apartment building. This type of housing is in high demand due to Bozeman’s high cost of living and population growth. The roadway alignments included in the project are required by the City to serve this parcel and adjacent properties, consistent with adopted subdivision and transportation plans. Without construction of the access roads, Lot 1 would remain undeveloped due to lack of access. Failure to move forward with the project would limit the site’s ability to contribute to the City’s housing objectives, especially affordable housing—and would conflict with the City’s infrastructure planning and broader land use objectives for this part of town. F. Comment: ”…[need] an evaluation of the impacts of these proposed activities.” a. Response: The proposed impacts are detailed in the Joint Application, a copy of which was attached to the Wetland Checklist submitted to the COB (beginning on page no. 8). G. Comment: “I do not see an evaluation of the extent and permanence of the adverse effects from these proposed activities.” a. Response: The proposed impacts, including the extent and permanence, are detailed in the Joint Application, a copy of which was attached to the Wetland Checklist submitted to the COB (beginning on page no. 8). H. Comment: “I do not see an evaluation of the cumulative impacts from these proposed activities.” a. Response: A cumulative effects analysis requires a discussion of the past, present, and reasonably expected future activities at the project area. Most of these activities were discussed in the Wetland Delineation Report; and are summarized again here: i. Past: 1. Agricultural use: The investigation area historically housed a farmhouse with outbuildings and cultivated agricultural fields. Structure removal occurred between 2014 and 2020 during a period of heavy growth in Bozeman. Historic aerial imagery of this location is available from Google Earth for years 1985, 1995, 2003, 2004, 2005, 2006, 2009, 2011, 2014, 2020, 2021, 2023, and 2024 (Google Earth 2024). Additional imagery from Environmental Data Resources (EDR) is available for 2015 and 2019 (EDR 2024). Traces of a narrow channel flows in a northeast direction from Middle Creek Ditch through the subject property up until 2005. Farming of the subject property for hay and cereal crop production occurred throughout the period of record. The aerial imagery also indicates that several areas within the investigation area were not farmed, indicating that these areas were too wet to support conventional agriculture practices. 2. 2015 Wetland delineation: Vaughn Environmental Services delineated wetlands (approximately 0.76 acres) within and around the investigation area in 2015 (prior to installation of the Graf Street improvements and associated temporary stormwater system on the subject property). The Vaughn Environmental report contains the following discussion of waterways on the property: “Mandeville Creek parallels the west property boundary and South 19th Street for 2660 feet from south to north. The creek channel was straightened historically to allow for crop cultivation. The creek arises from a spring located south of Patterson Road approximately 1.25 miles south of the project. The channel is identified on the GCD [Gallatin Conservation District] map as a perennial stream. A majority of the surface water flow in the creek is diverted east to an irrigation ditch that parallels the north property boundary. A portion of the flow is maintained in the straight channel that flows north along South 19th. Water in the east/west irrigation ditch located at the north boundary is diverted north towards Kagy Boulevard. Surface water is discharged to an open water segment of Mandeville Creek located north of Kagy. The water is piped underground for several hundred feet on the Montana State University campus north of Lincoln Street. The water surfaces in two open channel segments located on campus south of College Avenue. The flow is piped underground north of College Avenue until it surfaces again at the Bozeman High School campus on Main Street. The creek ultimately discharges to the East Gallatin River north of Interstate 90. The Woward-Esgar Ditch parallels the east property boundary. The ditch was dry during the investigation. There was no apparent surface water connection upgradient of the ditch at the southeast property corner. The channel cross-section was well-vegetated with herbaceous species. No OHWM [ordinary high-water mark] was visible on the banks of the ditch at the north property boundary. The south end of the ditch terminates at a recently paved street located in a new development south of Alder Creek Road. The ditch was relocated east of the road and outside the subject property. The relocated ditch is sparsely vegetated with invasive species.” 3. Stockpile storage: Two soil/overburden stockpiles were placed in the center of the property between July 2014 and July 2020, according to Google Earth historic imagery. These stockpiles were placed here under previous ownership and contain soil materials from development of nearby subdivisions. 4. Engineered swale: Engineered stormwater plans dated between 2015 and 2017 from Madison Engineering show design of the current stormwater pond, pipe infrastructure from Graf Street, and outfall leading to a swale which discharges to the wetland delineated in 2015 by Vaughn Environmental Services. A copy of the design plan set for the pond and swale is attached to the Wetland Delineation Report. The 2015 wetland delineation confirms that this stormwater infrastructure was installed in an upland area. The designed swale, combined with the property’s natural slope, directs stormwater into the northeast quadrant of the site. This engineered stormwater pond and swale are directly aligned with the increase of the wetland area observed in 2023 and 2024. 5. Installation of stormwater infrastructure along Graf, Blackwood Groves, stormwater pond: Between 2014 and 2020, the present-day roundabout on Graf Street, immediately south of the subject property was installed. The 2020 imagery depicts a stormwater pipe/drain (installed on May 1, 2017, as further detailed below) north of the roundabout, creating a narrow, ponded area. Water drains from this ponded area north, creating a riparian-type vegetation pattern. 2021 aerial imagery available through the Montana Spatial Data Infrastructure (MSDI) shows a concrete flared end section/outfall structure at the beginning of this ponded area. Gravel/rock has been placed approximately 85 feet beneath this outfall, facilitating the pond formation. These areas generally correspond with the delineated wetlands. Aerial imagery taken in June 2023 and July 2024 clearly demonstrates the effect of altered hydrology on the subject property leading to expanded wetland area. An 18-inch diameter, 155.6-foot, PVC pipe installed May 1, 2017 drains stormwater onto the subject property, immediately north of the roundabout on Graf Street (City of Bozeman GIS 2023). This pipe leads to the concrete stormwater outfall observed on the 2021 aerial imagery. The pipe ties in with Gravity Main ID M.H09.0051_M.H0.00050 and discharges stormwater. Additionally, the easternmost ditch within the investigation area is now solely used to convey stormwater from the Blackwood Grove subdivision. City of Bozeman Wetland regulations state in Section 38.610.010 that “provisions contained in these regulations do not apply to wetlands created by a wholly manmade water source used for irrigation purposes or stormwater control.” The City of Bozeman maintains a geographic information system (GIS) database and an online Infrastructure Viewer mapper. Morrison-Maierle utilized the online mapper and stormwater and downloaded water distribution utility data on January 23, 2023. 6. Modification of stormwater pond: In June 2023, downstream flow of municipal stormwater towards Wetland A was mostly eliminated during maintenance of the stormwater detention pond, to create a retention pond. This disruption of artificial man-induced hydrology stopped the surface water flow from the pond although it is likely that subsurface seeping from the contained water in the pond continues to contribute to the hydrology of the wetland downgradient, as evidenced by the nearly 650% increase in wetland size from 2015 to 2024. 7. Surrounding residential development: Located on the south side of Bozeman, the project area remained in agricultural use until it was left fallow in 2023-2024 prior to development. Development of the upgradient Blackwood Groves subdivision begin between 2004 and 2005; and development in this area continued to the present, with a significant acceleration in 2019 and 2020. Surrounding residential development increases impervious areas, leading to increased surface runoff. The installation of Graf on the southern side of the property also contributes additional surface runoff to the project area. Development of the property immediately downgradient (north) of the project area began between 2023 and 2024 (Google Earth) ii. Present: 1. Current actions at the project area are summarized in the 2024 Wetland Delineation Report and the Joint Application, attached to the previously submitted Wetland Checklist. 2. Surrounding residential development continues into the present, as discussed in item no. 7, above. 3. Source hydrology: The project are received an Approved Jurisdictional Determination (AJD) from USACE in April 2025 that determined the following source hydrology of the wetland: “We have determined that the hydrology of the on-site and off-site portions of Wetland W-A is not solely from the subsurface seepage of the stormwater pond, rather it is a combination of several sources of influence: subsurface flow from the man-made stormwater pond, high groundwater levels, surface runoff, precipitation events, changes in adjacent land uses/landscape modifications, and hydrology received from Lateral – Middle Creek Ditch and Mandeville Creek.” A copy of the AJD was attached to the previously submitted Wetland Checklist. iii. Reasonably Foreseeable Future: 1. No additional future actions are proposed at the site beyond those included in the current pre-plat application (discussed above). 2. Climate change: Climate change has long term effects to the earth system which are too broad and out of scope for discussion here. Broadly speaking, climate change is expected to currently, and into the future, affect wetland hydrology in the Bozeman area by reducing snowpack, shifting runoff timing, and increasing evapotranspiration, which can lower groundwater recharge. For primarily groundwater-fed wetlands not connected to a surface waterbody, this can lead to decreased water levels and shortened hydroperiods. These changes may reduce habitat quality and impact plant and wildlife species dependent on stable moisture conditions. b. Overall, the cumulative effects to the wetland on this property reflect a pattern of hydrologic alteration and disturbance. Historical agricultural use, stormwater discharge, and material stockpiling have modified site hydrology, contributing both to wetland formation and degradation. While the wetland has expanded in recent years—likely influenced by increased runoff from surrounding residential development and the installation of subsurface infrastructure along Graf Street—this expansion is partially driven by artificial hydrologic inputs rather than natural wetland processes. High groundwater levels, particularly in the northern portion of the site, also appear to have contributed to wetland growth following the cessation of annual tilling and disturbance. The proposed fill of 0.49 acres within the 4.94-acre PEM wetland will result in a measurable loss of wetland area and function. To offset this loss, the USACE determined that 0.23 functional wetland credits must be purchased. Providence Development has obtained a quote for these credits, which will be secured prior to construction. The remaining wetland is expected to persist under current conditions, as site drainage will be directed, at least in part, toward the preserved area to support wetland hydrology. Previous fill activity has indicated that wetland conditions remain outside filled areas, and Morrison-Maierle’s monitoring of this wetland indicates ongoing ecological function. I. Comment: “…there is no analysis of buffer impacts.” a. Response: The impact to wetland buffers required for construction of Staudaher Street and North 17th Avenue are necessary to meet the City of Bozeman’s roadway alignment standards. Impacts to wetland buffers are quantified within tables depicted on Exhibit 1. J. Comment: “I…did not see planting plans for Wetland A buffer.” a. Response: Planting plans prepared by Verdant are attached to this memo. K. Comment: Discuss/explain the groundwater connection to the wetland when the southern portion of Wetland is filled. a. Response: Past site conditions indicate that placement of fill in Wetland A has not disrupted the groundwater connection supporting wetland hydrology. Between 2014 and 2020, previous landowners placed stockpiled fill material in portions of Wetland A. Despite this disturbance, wetland conditions have persisted immediately north of the fill and have expanded over time with the addition of concentrated stormwater inputs to the area. This supports the conclusion that groundwater connectivity will remain intact beyond the direct footprint of fill, and that wetland conditions are likely to persist outside of the permanently impacted area. L. Comment: “It appears that Phase 1 will fill all the wetland within the footprint of this phase. However, there are limited details on the extent and timing of potential impacts in Phase 2. Therefore, there should be a plan to maintain the remaining wetland in this area. a. Response: Phase II of the project is not designed or planned at this time. The City will review any future wetland impacts as a part of a subsequent subdivision application for the restricted lot. The restricted lot is not being reviewed at this time for subdivision review. SD SD SD SD SD SDDDD DDSDSDSDSDSDD SD SD SD SD SD SD SD SD SD SD SD SD SD DSDDSD SD DDDLOT 17.45 acs.LOT 16.84 acs.LOT 21.74 acs.BPBPBPBPBP BPBPBPBPBPFTV TVE I IIII SDSDSP P WCOTV TVII ISPP SDMW XXXXXXXXXXXXXXXXXXXXXX XXXXXX XXCOSS XX XXMW MW MW MW MW MWMW MWMWSDSDBPBPBPBPBPBPBPBPBPWSSSSSSSDSDSD NG NG NGNGNGNGNG SS4980497549754970497049654965496049654965497 0 4970497049704970496549704975498049854 9 8 0 49804975497049704975498049804970497549704970497549754975498049804980498049 8 04980 496549704975497549 80 4980497549708W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W DYH DYHDYH DYH8W 8W 8W 8W 8W 8WWSFIREFIREWSWSFIREFIREWSWSWS DYH WSWSWS18S 18S 18S 18S 18S 18S 18S 18S 18S 18S 18S18S10S10S10S10S8S8S8S8S8S8S8SSSSSSSSS SSSS S 8S 8S 8S 8S 8S 8SS S10S10S10S10S10S10S10S10S10S10S10S10S10S10SSSS FIGURE NUMBER©PROJECT NO.DRAWN BY:DSGN. BY:APPR. BY:DATE:COPYRIGHT MORRISON-MAIERLE, 2025Plotted by rosie nickelson on Jun/4/2025engineers surveyors planners scientistsMorrisonMaierle2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netN:\5659\021 - SWX North Pre-Plat\ACAD\Exhibits\5659.023_Wetland Impacts Exhibit.dwg 5659.023EX-1SOUTH RANGE CROSSING SUBDIVISION - NORTH BOZEMANMONTANAWETLAND IMPACTSRSNCMSMEE6/2025S 15TH AVE W ARNOLD ST (FUTURE)S 19TH AVE STAUDAHER STW GRAF STS 17TH AVE100200501000SCALE IN FEETSTREAM-DITCH IMPACTSSEE DETAIL WETLAND IMPACTSLOCATION 1SEE DETAIL1EX-2STORM POND(NON JURISDICTIONAL)SRX-NORTH WETLAND AREA IMPACTSLOCATIONAREALOCATION 121,122 SF (0.48 ac.)SRX-NORTH WETLAND VOLUME IMPACTSMATERIALLOCATION 1NATIVE FILL(SOURCED ON SITE)25,461 CUBIC FEETNATIVE CUT21,122 CUBIC FEETROADWAY GRAVELS(SOURCED FROM GRAVEL PIT)17,538 CUBIC FEETCONCRETE(SIDEWALK, CURB ANDGUTTER)1,185 CUBIC FEETASPHALT2,516 CUBIC FEETSRX-NORTH WATERWAY AREA IMPACTSLOCATIONAREAS 19TH STREAM DITCH374 SF (0.01 ac.)SRX-NORTH WATERWAY VOLUME IMPACTSMATERIALS 19THSTREAM-DITCHNATIVE FILL(SOURCED ON SITE)232 CUBIC FEETNATIVE CUT157 CUBIC FEETROADWAY GRAVELS(SOURCED FROM GRAVEL PIT)315 CUBIC FEETCONCRETE(SIDEWALK, CURB ANDGUTTER)45 CUBIC FEETASPHALT35 CUBIC FEET51" X 31" RCP ARCH CULVERT74 LINEAR FEET30' WETLAND OFFSET50' WETLAND OFFSETEASTERN CHANNEL(NON JURISDICTIONAL)RESTRICTED LOT1EX-3TEMPORARYSTORMWATERPONDTEMPORARYSTORMWATERPONDBUFFER 1 IMPACTS (N 17TH & STAUDAHER)MATERIAL30' BUFFER ZONE(0.148 ac.)50' BUFFER ZONE(0.141 ac.)NATIVE FILL (SOURCED ONSITE)9,878 CUBIC FEET6,328 CUBIC FEETNATIVE CUT15 CUBIC FEET5 CUBIC FEETROADWAY GRAVELS(SOURCED FROM GRAVEL PIT)146 CUBIC FEET5,012 CUBIC FEETCONCRETE(SIDEWALK, CURB ANDGUTTER)184 CUBIC FEET23 CUBIC FEETASPHALT24 CUBIC FEET835 CUBIC FEETMIDDLE CREEK DTICHWETLAND AFUTURE S 17TH AVE-ALIGNMENTTO BE DETERMINED WHENRESTRICTED LOT IS DEVELOPEDFEATUREFUNCTIONALRATINGACRESWETLAND ACATEGORY III WETLAND4..94BUFFER 2 IMPACTS (STAUDAHER)MATERIAL30' BUFFER ZONE(0.113 ac.)50' BUFFER ZONE(0.129 ac.)NATIVE FILL (SOURCED ONSITE)10,978 CUBIC FEET20,474 CUBIC FEETNATIVE CUT5 CUBIC FEET5 CUBIC FEETROADWAY GRAVELS(SOURCED FROM GRAVEL PIT)21 CUBIC FEET3,027 CUBIC FEETCONCRETE(SIDEWALK, CURB ANDGUTTER)8 CUBIC FEET255 CUBIC FEETASPHALT3 CUBIC FEET504 CUBIC FEETBUFFER AREA 2BUFFER AREA 150' SETBACK PLANT LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME SIZE TYPE MATURESIZE (HXW)QTY PLANT FACTOR TREES Quercus macrocarpus Bur Oak 2" CAL.B&B 60' x 60' 16 0.1 Gleditsia triancanthos 'Inermis'Thornless Honey Locust 2" CAL.B&B 25' x 35' 16 0.3 Tilia x flavescens 'Dropmore'"Dropmore' Linden 2" CAL.B&B 50' x 20' 18 0.3 Ulmus japonica x wilsoniana "Accolade Elm'2" CAL.B&B 60' x 40'17 0.3 Existing Tree to Remain 8 Existing Tree to be Removed 1 LANDSCAPE INSTALL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIESPRIOR TO BEGINNING WORK. CALL 811. 2. THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK PER THE PLANS. 3. THE CONTRACTOR SHALL FOLLOW THE IMPROVEMENT PLANS AS CLOSELY AS POSSIBLE. ANY DISCREPANCY BETWEEN THE PLANS AND THE FIELD CONDITIONS SHALL BE REPORTED TO THEOWNER'S REPRESENTATIVE IMMEDIATELY.4. WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS.5. ALL QUANTITIES PROVIDED ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. 6. A COPY OF THIS PLAN SET SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE SITE AT ALL TIMES DURING CONSTRUCTION.7. THE CONTRACTOR SHALL TAKE EXTREME CARE WHILE WORKING WITHIN THE PROJECT AREA AS TONOT DISTURB ANY EXISTING UTILITIES OR STRUCTURES ON OR ADJACENT TO THE PROJECT AREA.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND OR REPAIRING ANY EXISTING STRUCTURES OR UTILITIES DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 8. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THEPLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL BE REVEGETATEDAND OR RETURNED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IN THE EVENTTHE CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK. NOTIFY THE OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE OF ANY INSPECTIONS AND / OR APPROVALS OF LANDSCAPE MATERIAL PRIOR TO INSTALLATION.9. ALL PAVING, SIDEWALKS AND HARDSCAPE DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCEWITH THE DEPARTMENT OF JUSTICE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.10. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A STAKED LAYOUT OF ALL SITE IMPROVEMENTS FOR INSPECTION BY THE OWNER'S REPRESENTATIVE AND MAKE MODIFICATIONS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER . 11. STREET VISION TRIANGLES (SVT) SHALL BE CLEAR OF LANDSCAPING AND OTHER VISIBILITY OBSTRUCTIONS WITH A HEIGHT GREATER THAN 30 INCHES ABOVE THE STREET CENTERLINE GRADE.12. PLANTING SEASON: WITHIN THE OVERALL PROJECT PHASING AND COMPLETION REQUIREMENTS, THESCHEDULE FOR PLANTING OF TREES AND SHRUBS SHALL BE AT THE DISCRETION OF THECONTRACTOR. PLANTING DURING EXTREMELY COLD, HOT, OR WINDY PERIODS SHALL BE PERFORMED AT THE CONTRACTOR'S RISK. PLANTS WHICH ARE DAMAGED OR DIE PRIOR TO FINAL ACCEPTANCE AS A RESULT OF EXTREME WEATHER CONDITIONS OR OTHER ACTS OF GOD SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.13. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED(WHEN IN-LEAF) AS IS TYPICAL FOR THE SPECIES. THEY SHALL HAVE HEALTHY, WELL DEVELOPEDROOT SYSTEMS (NOT POT BOUND), A NORMAL HABIT OF GROWTH CONSISTENT WITH INDUSTRY STANDARDS, AND FREE OF ANY BRUISES, CUTS, OR OTHER ABNORMALITIES. PLANT MATERIAL SHALL BE SIZED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN.14. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANTING PLAN. DONOT SUBSTITUTE PLANTS BY TYPE OR QUANTITY WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. ALL REQUESTS SHOULD BE SUBMITTED TO HAMPTON UZZELLE(HAMPTON@VERDANTMT.COM) 520-975-6713. 15. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY SELECTION OF PLANT MATERIAL THAT DOES NOT SATISFY THE INTENT OF THE LANDSCAPE DESIGN BASED ON: SIZE, SHAPE, EVIDENCE OF STRESS OR IMPROPER CARE. 16. PLANT SIZE, LOCATION AND SPACING SHALL BE PER THE PLANT SCHEDULE AND LANDSCAPE PLANHEREIN.17. PLANT PLACEMENT TO BE FIELD ADJUSTED AS NEEDED TO AVOID EXISTING/PROPOSED UTILITIES, ANDOTHER FIELD CONDITIONS. CONTACT THE OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS INQUESTIONABLE AREAS. 18. FINAL PLANT LOCATIONS MUST BE IN COMPLIANCE WITH ALL UTILITY SETBACK REQUIREMENTS PER THE UTILITY COMPANIES HAVING JURISDICTION OVER THIS SITE. 19. ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A MINIMUM PERIOD OF ONE YEAR OR ASNECESSARY. AT THE END OF THE GUARANTY / WARRANTY PERIOD PRIOR TO THE FINAL WALKTHROUGH THE CONTRACTOR SHALL REMOVE ALL STAKING AND GUYING UNLESS DIRECTEDOTHERWISE BY THE OWNER'S REPRESENTATIVE. 20. THE CONTRACTOR SHALL GUARANTY / WARRANTY THE PLANT MATERIAL, IRRIGATION SYSTEM, AND WORKMANSHIP FOR A MINIMUM PERIOD OF ONE YEAR. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH, HAUL AND APPLY ALL WATERREQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. IFCONSTRUCTION WATER IS NOT AVAILABLE IN THE AREA, THE CONTRACTOR SHALL BE RESPONSIBLEFOR OBTAINING CONSTRUCTION WATER. 22. UNLESS OTHERWISE NOTED, ALL EDGING SHALL BE 316" X 4" NATURAL STEEL ON STRAIGHT RUNS AND 18" X 4" NATURAL STEEL FOR CURVED RUNS. TAC WELD TO #4 REBAR DRIVEN A MINIMUM OF 18" DEEP.23. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING EROSION CONTROL ALL DISTURBED, GRUBBED,GRADED OR BLADED AREAS NOT OTHERWISE IMPROVED SHALL BE LANDSCAPED, RESEEDED, ORTREATED WITH AN ORGANIC OR ROCK MULCH. 24. CONTRACTOR SHALL FINE GRADE ENTIRE LANDSCAPED AREA AS REQUIRED FOR INSTALLATION OF PLANTING. ALL GRADES SHALL BE NEAT, RAKED SMOOTH AND FREE OF DEBRIS PRIOR TOSUBSTANTIAL COMPLETION.25. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISH GRADES IN LANDSCAPEDAREAS AND SHALL DETERMINE, WITH THE GENERAL CONTRACTOR, THE EXTENT OF ROUGH GRADINGAND/OR FINE GRADING TO BE ESTABLISHED BY OTHERS. 26. ALL GRADING AND DRAINAGE SHALL BE IN ACCORDANCE WITH THE PLANS PREPARED BY THE PROJECT ENGINEER, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING(S) IN ALL CONDITIONS. CONTRACTOR TO MEET ALLEXISTING GRADES AT PROJECT BOUNDARIES. FINISH GRADE SHALL BE 1" MAX. BELOW THE TOP OFADJACENT WALKS AND CURBS.27. ALL MULCHED AREAS SHALL RECEIVE A 3" TOP DRESSING OF ORGANIC OR ROCK MULCH AS SPECIFIED IN THE LANDSCAPE PLANS AND FINE GRADED ACCORDINGLY. PROVIDE A SAMPLE OF SIZE AND COLOR FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO DELIVERY. 28. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING EROSION CONTROL MEASURES ON SLOPESEXCEEDING 3:1.29. CURVED WALKS, WALLS, CONCRETE HEADERS, AND CURB EDGES ARE INTENDED TO BECONSTRUCTED WITH SMOOTH FLOWING CURVES. 30. ALL SIGNS REQUIRE SEPARATE PERMITS AND APPROVALS. SHEET INDEX L001- LANDSCAPE NOTES AND LEGENDS L100- LANDSCAPE SITE PLAN - WEST L101- LANDSCAPE SITE PLAN - EAST L300- PLANTING PLAN - S. 19TH AVENUE L301- PLANTING PLAN - S. 17TH AVENUE L302-PLANTING PLAN - S. 15TH AVENUE L303- PLANTING PLAN - STAUDAHER STREET L304- PLANTING PLAN - WEST GRAF STREET L500- LANDSCAPE DETAILS L501- LANDSCAPE DETAILS L600- IRRIGATION PLAN - WEST L601- IRRIGATION PLAN - EAST L602- IRRIGATION NOTES AND CALCULATIONS L700- IRRIGATION DETAILS L701- IRRIGATION DETAILS MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTH MINIMUM. SEE LANDSCAPE DETAILS CASHMAN'S ORAPPROVED EQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLS ELYMUS TRACHYCAULUS 35%AGROPYRON DASYSTACHUM 20%AGROPYRON SMITHII 45%BROADCAST 20# / ACRE CIRCLE S SEEDS 25,518 SF BOULEVARD SEED MIXBOUTELOUA DACTYOLOIDES 'TATONK' 33%FESTUCA TRACHYPHYLLA 'SWORD' 33% FESTUCA OVINA 'NAKISKA' 33% BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NA COB LANDSCAPE AND IRRIGATION PERFORMANCE AND DESIGN STANDARD MANUAL NOTES LANDSCAPE DESIGN 1. THE PROJECT IS FOLLOWING THE PERFORMANCE LANDSCAPE DESIGN APPROVAL PATHWAY. 2. THE TOTAL LANDSCAPED AREA IS 48,605 SQUARE FEET3. THIS PROJECT HAS THE FOLLOWING VEGETATION CATEGORIES:3.1. TURF - 0.0 SQUARE FEET3.2. SEED MIX - 48,089 SQUARE FEET 3.3. OTHER PLANTS (EXCEPT TREES) - 0.0 SQUARE FEET 3.4. 99.0% OF THE SITE IS LANDSCAPED WITH VEGETATIVE UNDERSTORY. 3.5. THE LANDSCAPE AREA IS ALL IN BOULEVARDS AND THEREFORE EXEMPT FROM THE 10%MINIMUM CONTAINER GROWN SHRUB OR PERENNIAL REQUIREMENT IN THE PERFORMANCELANDSCAPE DESIGN REQUIREMENT.4. THERE ARE NO REQUIRED OR PROPOSED TREES OUTSIDE OF THE BOULEVARDS. THERE ARE EXISTING TREES IN THE BOULEVARDS OF GRAF STREET AND S.19TH AVENUE. THESE WILL BE PROTECTED WITH FENCING PER THE TREE PROTECTION DETAIL ON SHEET L501. 5. SHREDDED CEDAR MULCH IS SPECIFIED FOR ALL MULCH APPLICATIONS. A MINIMUM DEPTH OF 3" IS INDICATED IN THE MATERIALS SCHEDULES AND DETAILS.6. TOPSOIL QUALITY REQUIREMENTS WILL BE MET BY AMENDING THE EXISTING TOPSOIL AT A RATEOF 4 CUBIC YARDS OF COMPOST/1000 SQUARE FEET. COMPOST MUST MEET THE STATE OFMONTANA'S COMPOST REQUIREMENT FOR SOIL AMENDMENT (ADMIN. RULE MONT. 17.50.1716). COMPOST MUST BE SPREAD AND MIXED EVENLY INTO THE TOP 6 INCHES OF TOPSOIL. REMOVE STONES OR OTHER DEBRIS GREATER THAN 2" DIA. FROM THE SOIL AND DISPOSE OF OFF-SITE. SEE SOIL PREPARATION DETAIL.7. STORM WATER DETENTION AREAS ARE INDICATED ON THE PLANS NORTH OF STAUDAHERSTREET.8. THE FOLLOWING AREAS ARE EXEMPT FROM THE COB LANDSCAPE AND IRRIGATION DESIGN PERFORMANCE MANUAL: 8.1. THE TEMPORARY STORM WATER DETENTION BASINS LOCATED NORTH OF STAUDAHER STREET.IRRIGATION DESIGN1. THE IRRIGATION WATER REQUIREMENT IS PROVIDED ON SHEET L602.2. THE WATER SUPPLY IS COB MUNICIPAL WATER. POC 1 IS PRIVATE AND SERVES THE SUBDIVISION BOULEVARD LANDSCAPING. 3. THE ASSUMED STATIC WATER PRESSURE IS 55 PSI. 4. AREAS IRRIGATED WITH OVERHEAD, DRIP AND TEMPORARY IRRIGATION ARE INDICATED ON THEIRRIGATION PLANS.4.1. SUBSURFACE DRIP IRRIGATION IN THE PUBLIC RIGHT OF WAY WILL BE EQUIPPED WITHPOP-UP OPERATION INDICATORS 5. STORMWATER DETENTION AREAS ARE EXEMPT FROM THE IRRIGATION PERFORMANCE REQUIREMENTS AND ARE INDICATED ON THE PLANS. 6. SEE PLANS FOR ALL OTHER REQUIRED IRRIGATION COMPONENTS AND THEIR LOCATIONS. COB UDC NOTES STREET FRONTAGE LANDSCAPING: 1. GROSS STREET FRONTAGE IS THE TOTAL LENGTH OF THE THE ROW. NET STREET FRONTAGE IS THE TOTAL LENGTH MINUS UNPLANTABLE AREAS (SVT, UTILITY SETBACKS, AND DRIVEWAYAPRONS)2. S. 19TH AVENUE2.1. GROSS STREET FRONTAGE: 596.03 LF 2.2. NET STREET FRONTAGE: 562.83 LF 2.3. TREES REQUIRED: 11 2.4. TREES PROVIDED: 113. S. 17TH AVENUE3.1. GROSS STREET FRONTAGE: 1,066.93 LF3.2. NET STREET FRONTAGE: 723.84 LF 3.3. TREES REQUIRED: 15 3.4. TREES PROVIDED: 16 4. S. 15TH AVENUE4.1. GROSS STREET FRONTAGE: 527.88 LF4.2. NET STREET FRONTAGE: 444.56 LF4.3. TREES REQUIRED: 94.4. TREES PROVIDED: 10 5. STAUDAHER STREET 5.1. GROSS STREET FRONTAGE: 1,207.11 LF 5.2. NET STREET FRONTAGE: 1,030.4 LF5.3. TREES REQUIRED: 215.4. TREES PROVIDED: 216. W. GRAF STREET 6.1. GROSS STREET FRONTAGE: 1,238.91 LF 6.2. NET STREET FRONTAGE: 663.07 LF 6.3. TREES REQUIRED: 136.4. TREES PROVIDED: 177. ALL PROVIDED TREES MEET THE STREET FRONTAGE LANDSCAPING REQUIREMENTS OF UDCSECTION 38.550.030.E AND THE ACCEPTABLE LANDSCAPE MATERIAL STANDARDS IN UDC SECTION 38.550.030.G. STORMWATER RETENTION/DETENTION FACILITY LANDSCAPING: 1. THE STORMWATER DETENTION PONDS ARE SEEDED WITH NATIVE GRASSES PER COB UDCSECTION 38.410.080.H. THESE ARE TEMPORARY PONDS AND WILL NOT INCLUDE BOULDERS.S. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 LANDSCAPE NOTES AND LEGENDS L001 PARKLAND DEDICATION NOTES:1. PARK AND RECREATION REQUIREMENTS ARE BEING CALCULATED UNDER UDC SEC. 38.420.020.A.1 2. ALL AREAS ARE IN ACRES. CASH IN LIEU UNITS ARE PROVIDED AS EQUIVALENT ACRES. 3. BLOCK 1 IS ZONED B2-M. NO RESIDENTIAL USE IS ANTICIPATED ON THIS LOT. BLOCK 2 WILL HAVE 341 RESIDENTIAL UNITS4. NET RESIDENTIAL DENSITY IS CALCULATED WITH THE FORMULA: D=du/A-(c+i+s+a+d).5. REQUIRED PARKLAND IS CALCULATED WITH THE FORMULA: X=Z*dMIN*0.03 6. REQUIRED CASH IN LIEU IS CALCULATED WITH THE FORMULA: $=Z*(dMAX-dMIN)*0.037. THE ENTIRE PARK LAND DEDICATION IS BEING MET WITH CASH IN LIEU OF LAND DEDICATION. KEY MAP 1"=300'KEY1 L100/ L600 L101/ L601 L300L301L302L304 L304 L303 L303 L302SRX-II PARK LAND DEDICATION CALCULATIONS LOT ZONING TOTAL AREA (A) ACTUAL DWELLING UNITS (du) MIN. DWELLING UNITS (dMIN) MAX. DWELLING UNITS (dMAX) COMM. LAND (c) IND. LAND (i) UNDED. SCHOOL /PARK (s) TRANS. ESMTS (a) OS/ CONSERV. ESMTS (d) NET DEV. AREA (Z) NET RES. DENSITY (D) REQ. PARKLAND (X) REQ. CASH IN LIEU PARK LAND PROV. ($) TOTAL CASH IN LIEU BLOCK 1 B2-M 6.84 0 0 0 5.88 0 0 0.82 0.14 0 0 0 0 0 0 BLOCK 2 REMU 9.19 341 8 12 0 0 0 0.68 1.40 7.11 47.96 1.71 0.85 0 2.56 TOTAL 16.03 1.71 0.85 0 2.56 PLANT LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME SIZE TYPE MATURESIZE (HXW)QTY PLANT FACTOR TREES Quercus macrocarpus Bur Oak 2" CAL. B&B 60' x 60' 16 0.1 Gleditsia triancanthos 'Inermis'Thornless Honey Locust 2" CAL.B&B 25' x 35' 16 0.3 Tilia x flavescens 'Dropmore'"Dropmore' Linden 2" CAL.B&B 50' x 20' 18 0.3 Ulmus japonica x wilsoniana"Accolade Elm'2" CAL.B&B 60' x 40'17 0.3 Existing Tree to Remain 8 Existing Tree to be Removed 1 MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTHMINIMUM. SEE LANDSCAPE DETAILS CASHMAN'S ORAPPROVED EQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLS ELYMUS TRACHYCAULUS 35% AGROPYRON DASYSTACHUM 20% AGROPYRON SMITHII 45%BROADCAST 20# / ACRE CIRCLE S SEEDS 25,518 SF BOULEVARD SEED MIXBOUTELOUA DACTYOLOIDES 'TATONK' 33%FESTUCA TRACHYPHYLLA 'SWORD' 33%FESTUCA OVINA 'NAKISKA' 33% BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NA SDSDSD10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH DYHWS WS FIRE FIRE FIRE FIRE WS WS WS WS FIRE FIRE FIRE FIREDYHHH HH HH HH HH 18S18S18S18S18S18S18S10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8SSS S SSS S S SS 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10SS SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD D D SD D SD SD SD SD SD SD SD SD SD SD SD SD SDSD D SDSDSDSDSD D D SBP CO TV TV SP P SDSDSDXXXXSD SD SD SD SD SD SDBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP W S S S S S S S S SS S89°05'06"W 1050.03'S0°36'42"E668.14'592.83' N89°23'18"E 593.92' LOT 16.84 acs.LOT 16.84 acs. 70.00' N89°06'04"E 98.48'60.00'N89°23'18"E 517.05'S0°36'42"E 440.99'S14°20'17"W 18.73' S6°12'25"W 73.92' S41°05'37"W 82.02' S89°05'06"W 438.01'N0°41'43"W 596.03'N89°23'18"E 507.05'S. 19TH AVENUESTAUDAHER STREET W. GRAF ST.S. 17TH AVENUEBLOCK 1 - LOT1 TEMP. STORMWATER POND EX.ROW 15' DITCHMAINT. ESMT 10' PUBLICUTIL. ESMT EX. CURB EX. LIGHT EX. CURB EX. GUTTER EX. GUTTER EX. FENCE TOBE REMOVED PROPERTY LINE EX.DITCH MULCH RING, TYP. SVT SVT EX. 6' SIDEWALK PROPOSED 10' SEPARATED SHARED-USE PATH 10' PUBLICUTIL. ESMT SVT PRO. CURB PRO. GUTTER LOT LINE PRO. 6' SIDEWALK 10' PUBLIC UTIL. ESMT MULCH RING, TYP. PRO. FIREHYDRANT EX. CURB EX. RAMP EX. SIDEWALK EX. GUTTER EX. SIGN EX. CURB EX. GUTTER EX. 6' SIDEWALK PRO. 10' SIDEWALK PROPERTY LINE 10' PUBLIC UTIL. ESMT EX. SIGNEX. LIGHT EX. SIGN EX. FIRE HYDRANT EX. LIGHT EX. RAMP EX. LIGHT MULCH RING, TYP. PRO. CURB PRO. GUTTER FUT. 5' SIDEWALK LOT LINE10' PUBLIC UTIL. ESMT PRO. SIGN PRO. FIRE HYDRANT MULCH RING, TYP. PRO. FIRE HYDRANT PRO. RAMP PRO. RAMP PRO. CURBPRO. GUTTER PRO. 5' SIDEWALK LOT LINE 10' PUBLIC UTIL. ESMTSVT 15' 10' 10' 5'-11" 10'6'10'6'10'5'5'10'10'10'S. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 LANDSCAPE SITE PLAN - WEST 1"=40'L1001 LANDSCAPE SITE PLAN - W L100MATCHLINE - SEE SHEET L101KEY MAP 1"=300'KEY1 L100 L101 SDSDSD10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH DYH6WFIRE 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSWS FIRE FIRE FIRE FIRE WS WS WS WS WS FIRE FIRE FIRE FIRE FIREFIREFIRE FIREWSWS WS WS WS WS FIRE FIREWSWSFIREFIREFIREFIREFIREFIRE FIRE FIREWSWSWSWSWS FIRE FIRE HH HH HH M8S8S8S8S8S8S8S8S8S8S8S8SSSSS S S S SS SS SSSSS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S SSS SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD D D SD SD D SD D SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD SDSD D SDSDSDSDSDSDD D F TV TV E S D S D S P P SDSWWWSDSDSDXXXXXXXXXXXXXXX SD SDBP BP BPB P W W W S S S S S S S SD SD SD SD SD SD SD SD SD S89°05'06"W 1050.03'S0°09'06"E 1225.02'S0°36'42"E668.14'457.20' 70.00'N0°36'42"W 224.93'N89°06'04"E 98.48'60.00'N89°23'18"E 760.54' N89°23'18"E 700.06'60.00'LOT 17.45 acs. LOT 21.74 acs.S0°36'42"E 91.53'S14°38'53"E 20.62' S8°31'42"E 71.68' S40°46'21"E 79.35' N89°05'06"E 360.91' R =2 5 5 .0 0 'L =11 6 .4 3 'Δ =2 6 °0 9 '3 8 " R =3 4 5 .0 0 'L =1 3 7.1 7 ' Δ =2 2 °4 6 '4 8 "S0°35'07"E 259.52'S89°23'11"W 251.12'N0°36'49"W 168.00'S89°23'18"W 114.71' R=345.00' L=25.02' Δ=4°09'19"N0°09'06"W 527.88'S89°23'18"W 309.10'S89°23'18"W 365.96' STAUDAHER STREET W. GRAF ST.S. 17TH AVENUES. 15TH AVENUEBLOCK 2 - LOT2 BLOCK 2 - LOT1FUT. S. 17TH AVENUEFUT. S. 17TH AVENUETEMP. STORMWATER POND SVT PRO. GUTTER LOT LINE 10' PUBLIC UTIL. ESMT MULCH RING, TYP. EX. CURB EX. RAMP EX. SIDEWALK EX. GUTTER EX. LIGHT EX. CURBEX. GUTTER PROPERTY LINEEX. FIRE HYDRANT EX. LIGHT EX. LIGHT MULCH RING, TYP. EX. RAMP EX. LIGHT EX. LIGHT EX. 6' SIDEWALK PRO. 10' SIDEWALK PRO. FIRE HYDRANT PRO. RAMP PRO. RAMP PRO. CURBPRO. GUTTER FUT. 5' SIDEWALK LOT LINE10' PUBLIC UTIL. ESMT MULCH RING, TYP. PRO. RAMP PRO. RAMP PRO. CURB PRO. GUTTER PRO. 5' SIDEWALK LOT LINE10' PUBLIC UTIL. ESMT LOT LINE 10' PUBLIC UTIL. ESMT MULCH RING, TYP. SVT PRO. CURB PRO. GUTTER EX. RAMP PRO. 6' SIDEWALK PRO. CURB EX. SIGN SVT 6' WIDE GRAVEL FINES TRAILCONNECTION TO SOUTHWOOD PARK, SEECIVIL PLAN AND LANDSCAPE DETAILS 6' 1 0 '5'10'5'10'10'6' 10' PLANT LEGEND SYMBOL SCIENTIFIC NAMECOMMON NAME SIZE TYPE MATURESIZE (HXW)QTY PLANTFACTOR TREES Quercus macrocarpusBur Oak 2" CAL. B&B 60' x 60' 16 0.1 Gleditsia triancanthos 'Inermis'Thornless Honey Locust 2" CAL.B&B 25' x 35' 16 0.3 Tilia x flavescens 'Dropmore'"Dropmore' Linden 2" CAL.B&B 50' x 20' 18 0.3 Ulmus japonica x wilsoniana"Accolade Elm'2" CAL.B&B 60' x 40'17 0.3 Existing Tree to Remain 8 Existing Tree to be Removed 1 MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTHMINIMUM. SEE LANDSCAPE DETAILS CASHMAN'S ORAPPROVED EQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLS ELYMUS TRACHYCAULUS 35% AGROPYRON DASYSTACHUM 20% AGROPYRON SMITHII 45%BROADCAST 20# / ACRE CIRCLE S SEEDS 25,518 SF BOULEVARD SEED MIXBOUTELOUA DACTYOLOIDES 'TATONK' 33%FESTUCA TRACHYPHYLLA 'SWORD' 33%FESTUCA OVINA 'NAKISKA' 33% BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NAS. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 LANDSCAPE SITE PLAN - EAST 1"=40'L1011 LANDSCAPE SITE PLAN - E L101MATCHLINE - SEE SHEET L100KEY MAP 1"=300'KEY1 L100 L101 10' 10' 5'-10" HH 18S18S18S18S18S18S18S18S18S18S18S18S18S8S 8S 8S 8S 8S 8SS 10S 10S 10S 10SS COSXXXXSSSS60.00'S. 19TH AVENUESTAUDAHER ST. PRO. CURB EX. CURB PRO. GUTTER EX. GUTTER PROPERTY LINE EX. 6' SIDEWALK PROPOSED 10'SEPARATEDSHARED-USE PATH EX.DITCH 10' PUBLICUTIL. ESMT MULCH RING, TYP. EX.DITCH SVT 10' 5'-11" 10' 10W 10W 10W 18S18S18S18S18S18S18S18S18S18S18S18S18S18S18S18S10SBPBPB P TVP BPBPBP BP BPS. 19TH AVENUEEX. CURB EX. GUTTER SVT PROPERTY LINE EX. 6' SIDEWALK PROPOSED 10' SEPARATED SHARED-USE PATH 10' PUBLICUTIL. ESMT MULCHRING, TYP. EX.DITCH W. GRAF ST. PLANT LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES Quercus macrocarpusBur Oak Gleditsia triancanthos 'Inermis' Thornless Honey Locust Tilia x flavescens 'Dropmore'"Dropmore' Linden Ulmus japonica x wilsoniana"Accolade Elm' Existing Tree to Remain Existing Tree to be Removed MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTH MINIMUM. SEE LANDSCAPE DETAILS CASHMAN'SORAPPROVED EQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLS ELYMUS TRACHYCAULUS 35%AGROPYRON DASYSTACHUM 20%AGROPYRON SMITHII 45%BROADCAST 20# / ACRE CIRCLE S SEEDS 25,518 SF BOULEVARD SEED MIXBOUTELOUA DACTYOLOIDES 'TATONK' 33% FESTUCA TRACHYPHYLLA 'SWORD' 33% FESTUCA OVINA 'NAKISKA' 33% BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NAS. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 PLANTING PLAN19TH AVENUE L300 PLANTING PLAN - 19TH AVENUE 1"=20'L3001 PLANTING PLAN - 19TH AVENUE 1"=20'L3002MATCHLINE - SEE 1/L303MATCHLINE - SEE 2 THIS SHEET MATCHLINE - SEE 1 THIS SHEET MATCHLINE - SEE1/L304KEY MAP 1"=300'KEY1 L303 L304L300 L301L302 70' ROW 10' 6' 10' 6'8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH6W6WFIREWS WS WS WS WS FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSS SS SS SS S SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS. 17TH AVENUEPRO. CURB PRO. GUTTER LOT LINE PRO. 6'SIDEWALK 10' PUBLICUTIL. ESMT MULCH RING, TYP. PRO. GUTTER LOT LINE PRO. 6'SIDEWALK 10' PUBLICUTIL. ESMT MULCH RING, TYP. SVT SVT PRO. FIREHYDRANT PRO. CURB 10' PUBLICUTIL. ESMT 70' ROW 6' 9'-10" 6' 10'SDSDSDSDSDSD8W8W8W8W8W8W8W8W8W8W8W8WHWS WS WS WS WS FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE WS WS WS WS WS WS WS HH M8S8S8S8SS SS SS SS SS SDSDSDSDSDD TV E D P TV P SDSDSDSDSDSDSD SDBP BP BP BPBPBPBPBP BP BP BP BP BP B P BPB P B P BPCANTER AVENUEPRO. CURB PRO. GUTTER LOT LINE PRO. 6' SIDEWALK 10' PUBLIC UTIL. ESMT MULCHRING, TYP. PRO. GUTTER LOT LINE PRO. 5' SIDEWALK 10' PUBLICUTIL. ESMT MULCH RING, TYP. EX. CURB EX. RAMP EX. SIDEWALK EX. GUTTER EX. CURB EX. RAMP EX. SIDEWALK EX. GUTTEREX. LIGHT EX. SIGN EX. SIGN EX. LIGHTS. 17TH AVENUEPRO. CURB PRO. 6' SIDEWALK EX. SIGN PRO. RAMP PRO. RAMP MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTHMINIMUM. SEE LANDSCAPE DETAILS CASHMAN'S OR APPROVEDEQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLSELYMUS TRACHYCAULUS 35% AGROPYRON DASYSTACHUM 20% AGROPYRON SMITHII 45% BROADCAST 20# / ACRE CIRCLE SSEEDS 25,518 SF BOULEVARD SEED MIX BOUTELOUA DACTYOLOIDES 'TATONK' 33% FESTUCA TRACHYPHYLLA 'SWORD' 33%FESTUCA OVINA 'NAKISKA' 33%BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NA PLANT LEGEND SYMBOL SCIENTIFIC NAMECOMMON NAME TREES Quercus macrocarpusBur Oak Gleditsia triancanthos 'Inermis' Thornless Honey Locust Tilia x flavescens 'Dropmore' "Dropmore' Linden SYMBOL SCIENTIFIC NAMECOMMON NAME SYMBOL SCIENTIFIC NAMECOMMON NAME Existing Treeto Remain Existing Treeto be RemovedUlmus japonica x wilsoniana"Accolade Elm'S. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 PLANTING PLAN - S. 17TH AVENUE 1"=20'L3011 PLANTING PLAN S. 17TH AVENUE L301 MATCHLINE - SEE 1 THIS SHEET MATCHLINE - SEE 1/L304 MATCHLINE - SEE 1/L303 MATCHLINE - SEE 2/L303 MATCHLINE - SEE 2/L304 PLANTING PLAN - S. 17TH AVENUE 1"=20'L3012 MATCHLINE - SEE 2 THIS SHEET KEY MAP 1"=300'KEY1 L303 L304L300 L302L301 10'8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WFIRE FIRE FIRE FIRE WS WS WS WS WS WS WS WS WS WS WS FIRE FIRE FIRE FIRE 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS SS SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD D XXXXXXXXXXS. 15TH AVENUEPRO. CURB PRO. GUTTER LOT LINE 10' PUBLIC UTIL. ESMT MULCH RING, TYP. SVT 10' 10W 10W 10W 10W 10W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSWSWSWSWS WS WS WS WS WS FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE 8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S SS SS D SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS SDSDSSWWWW W WXXXXXXXXXXS. 15TH AVENUEPRO. CURB PRO. GUTTER LOT LINE 10' PUBLIC UTIL. ESMT EX. RAMP MULCHRING, TYP. MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTHMINIMUM. SEE LANDSCAPE DETAILS CASHMAN'S OR APPROVEDEQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLSELYMUS TRACHYCAULUS 35% AGROPYRON DASYSTACHUM 20% AGROPYRON SMITHII 45% BROADCAST 20# / ACRE CIRCLE SSEEDS 25,518 SF BOULEVARD SEED MIX BOUTELOUA DACTYOLOIDES 'TATONK' 33%FESTUCA TRACHYPHYLLA 'SWORD' 33%FESTUCA OVINA 'NAKISKA' 33%BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NA PLANT LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES Quercus macrocarpusBur Oak Gleditsia triancanthos 'Inermis' Thornless Honey Locust Tilia x flavescens 'Dropmore' "Dropmore' Linden SYMBOL SCIENTIFIC NAME COMMON NAME SYMBOL SCIENTIFIC NAME COMMON NAME Existing Treeto Remain Existing Treeto be RemovedUlmus japonica x wilsoniana"Accolade Elm'S. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 PLANTING PLAN - S.15TH AVENUE 1"=20'L3021 PLANTING PLAN S.15TH AVENUE L302 MATCHLINE - SEE 2 THIS SHEET MATCHLINE - SEE 3/L304MATCHLINE - SEE 3/L303 MATCHLINE - SEE 1 THIS SHEET PLANTING PLAN - S.15TH AVENUE 1"=20'L3022 KEY MAP 1"=300'KEY1 L303 L304L300 L301L302 5'5'10'10'8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8WDYH DYH HH HH 8S8SSSSSSSS 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SDD SD SD STAUDAHER STREET SVT PRO. CURBPRO. GUTTER PROPERTY LINE 10' PUBLIC UTIL. ESMT PRO. SIGN PRO. FIRE HYDRANT MULCH RING, TYP. PRO. FIRE HYDRANT PRO. RAMP PRO. RAMP PRO. 5' SIDEWALK 5'5'10'10'8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH6W FIREFIREFIREFIREFIREFIREFIREFIREWSWSWSWSWSHH HH SSSSSS10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S SSSSSSSDSDSDSDSDSDD D SD D SD SD SD70.00' STAUDAHER STREET SVT SVT PRO. FIRE HYDRANT PRO. RAMP PRO. RAMP PRO. CURBPRO. GUTTERPRO. 5' SIDEWALK PROPERTY LINE 10' PUBLIC UTIL. ESMT MULCH RING, TYP.5'5'10'10'8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W6WFIRE FIREFIREFIREFIREWSWSWSWSWSHH S SSSSSSS 8S8S8S10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 8SSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDXXSTAUDAHER STREET PRO. RAMP PRO. RAMPPRO. CURBPRO. GUTTERPRO. 5' SIDEWALK PROPERTY LINE 10' PUBLIC UTIL. ESMT MULCH RING, TYP.PRO. FIRE HYDRANT SVT LANDSCAPE DETAILS MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTH MINIMUM. SEE LANDSCAPE DETAILS CASHMAN'SORAPPROVEDEQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLS ELYMUS TRACHYCAULUS 35% AGROPYRON DASYSTACHUM 20%AGROPYRON SMITHII 45%BROADCAST 20# / ACRE CIRCLE S SEEDS 25,518 SF BOULEVARD SEED MIXBOUTELOUA DACTYOLOIDES 'TATONK' 33%FESTUCA TRACHYPHYLLA 'SWORD' 33%FESTUCA OVINA 'NAKISKA' 33% BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NA PLANT LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES Quercus macrocarpusBur Oak Gleditsia triancanthos 'Inermis' Thornless Honey Locust Tilia x flavescens 'Dropmore'"Dropmore' Linden SYMBOL SCIENTIFIC NAME COMMON NAME SYMBOL SCIENTIFIC NAME COMMON NAME Existing Treeto Remain Existing Tree to be RemovedUlmus japonica x wilsoniana "Accolade Elm'S. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 PLANTING PLAN - STAUDAHER STREET 1"=20'L3031 PLANTINGPLAN STAUDAHER STREET L303 MATCHLINE - SEE 1/L301MATCHLINE - SEE 1/ L300MATCHLINE - SEE 2 THIS SHEETMATCHLINE - SEE 1 THIS SHEETMATCHLINE - SEE 3 THIS SHEETMATCHLINE - SEE SHEET 2/L301 MATCHLINE - SEE 2 THIS SHEETMATCHLINE - SEE 1/L302PLANTING PLAN - STAUDAHER STREET 1"=20'L3032 PLANTING PLAN - STAUDAHER STREET 1"=20'L3033 KEY MAP 1"=300'KEY1 L303 L304L300 L301L302 10'6'10'10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S SSSDSDSDSDSDSDSDSDSDSDSDSDSD BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP W W W S S S S S S S S S S S S S S S S S W. GRAF ST.EX. CURBEX. GUTTEREX. 6' SIDEWALK PRO. 10' SIDEWALK PROPERTY LINE 10' PUBLIC UTIL. ESMT EX. SIGN EX. LIGHT EX. SIGN EX. FIRE HYDRANT EX. LIGHT EX. RAMP EX. LIGHT MULCH RING, TYP. EX. CURBEX. GUTTER 10'6'10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W M FE SWSSDWWWW W W S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W. GRAF ST. EX. SIGN EX. LIGHT EX. CURBEX. GUTTER EX. 6' SIDEWALKPRO. 10' SIDEWALK EX. FIREHYDRANTEX. LIGHT MULCH RING, TYP. EX. RAMP EX. CURBEX. GUTTER EX. LIGHT 1 0 ' 6' 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W TV P SDSD SD SD R =2 5 5 .0 0 'L =1 1 6 .4 3 'Δ =2 6 °0 9 '3 8 " R =3 L =1 3 7.1 7 'Δ =2 2 °4 6 '4 8 " W. GRAF S T. PROPERTY LINE EX. LIGHT EX. LIGHT EX. CURB EX. GUTTER EX. 6' SIDEWALK PRO. 10' SIDEWALK MATERIALS SCHEDULE SYMBOL MATERIAL SUPPLIER QTY SHREDDED CEDAR MULCH. 3" DEPTHMINIMUM. SEE LANDSCAPE DETAILS CASHMAN'S ORAPPROVEDEQUAL 4.9 CY CUSTOM RIPARIAN SEED MIX: % PLS ELYMUS TRACHYCAULUS 35% AGROPYRON DASYSTACHUM 20% AGROPYRON SMITHII 45%BROADCAST 20# / ACRE CIRCLE SSEEDS 25,518 SF BOULEVARD SEED MIX BOUTELOUA DACTYOLOIDES 'TATONK' 33%FESTUCA TRACHYPHYLLA 'SWORD' 33%FESTUCA OVINA 'NAKISKA' 33%BROADCAST 60# / ACRE TBD 48,089 SF NEW CONCRETE - SEE CIVIL PLAN NA NA PLANT LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES Quercus macrocarpus Bur Oak Gleditsia triancanthos 'Inermis'Thornless Honey Locust Tilia x flavescens 'Dropmore'"Dropmore' Linden SYMBOL SCIENTIFIC NAME COMMON NAME SYMBOL SCIENTIFIC NAME COMMON NAME Existing Treeto Remain Existing Tree to be RemovedUlmus japonica x wilsoniana "Accolade Elm'S. 19TH AVENUEW. GRAF ST. STAUDAHER STREET S. 15TH AVENUES. 17TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 PLANTING PLAN - GRAF AVENUE 1"=20'L3041 PLANTING PLAN GRAF AVENUE L304MATCHLINE - SEE 2/L300MATCHLINE - SEE SHEET 2/L301 MATCHLINE - SEE1 THIS SHEETMATCHLINE - SEE 2 THIS SHEETMATCHLINE - SEE 3 THIS SHEETMATCHLINE - SEE 2 THIS SHEETMATCHLINE - SEE 2/L302PLANTING PLAN - GRAF AVENUE 1"=20'L3042 PLANTING PLAN - GRAF AVENUE 1"=20'L304 3 MATCHLINE - SEE SHEET 2/L301 KEY MAP 1"=300'KEY1 L303 L304L300 L301L302 7L500 1/4" = 1'-0" Crown Observations - Low Branched Example A B AspectRatio 2.50" 1.80" 0.72 2.0" 2.0" 1.0 2.50" 2.0" 0.80 4.0" 3.0" 0.75 A B A B Example A B AspectRatio 1.50" 0.50" 0.33 2.50" 0.90" 0.36 2.0" 1.00" 0.50 2.50" 1.60" 0.64 Aspect ratio of B:A greater than or equal to 0.66 ACCEPTABLE REJECTABLE AB B A Aspect ratio of B:Aless than 0.66 asmeasured 1" abovethe top of the branchunion. A B B Notes: 1. Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union.2. Any tree not meeting the crown observations detail may be rejected. One central leader(No co-dominant leaders) Aspect ratio is less than 0.66 Multiple leaders(Co-dominant leaders) Aspect ratio is greater than 0.66 Example A B AspectRatio 2.50" 1.80" 0.72 2.0" 2.0" 1.0 2.50" 2.0" 0.80 4.0" 3.0" 0.75 A B A B Notes:1. Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union. 2. Any tree not meeting the crown observations detail may be rejected. Example A B AspectRatio 1.50" 0.50" 0.33 2.50" 0.90" 0.36 2.0" 1.00" 0.50 2.50" 1.60" 0.64 ACCEPTABLE REJECTABLE A BA B A B B Aspect ratio of B:A less than 0.66 as measured 1" above the top of the branch union. Aspect ratio of B:A greater than or equal to 0.66 as measured 1" above the top of the branchunion. 6 L500 1/4" = 1'-0" Crown Observations - High Branched One central leader (Noco-dominantleaders) Multipleleaders (Co-dominant leaders) Aspect ratiois less than0.66 Aspect ratiois greaterthan 0.66 8L500 1/4" = 1'-0" Crown Observations - Multi Branched Notes: 1. Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union.2. Any tree not meeting the crown observations detail may be rejected. Example A B AspectRatio 2.50" 1.80" 0.72 2.0" 2.0" 1.0 2.50" 2.0" 0.80 4.0" 3.0" 0.75 A B A B Example A B AspectRatio 1.50" 0.50" 0.33 2.50" 0.90" 0.36 2.0" 1.00" 0.50 2.50" 1.60" 0.64 Aspect ratio of B:A greater than or equal to 0.66 ACCEPTABLE REJECTABLE AB B A Aspect ratio of B:Aless than 0.66 asmeasured 1" abovethe top of the branchunion. A B B Aspect ratio isless than 0.66 Aspect ratio isgreater than 0.66 4 L500 1" = 1'-0" Root Correction - Container Notes:1. All trees shown are rejectable unless they undergo recommendedcorrection.2. First Step 1, then Step 2. Roots and soil may be removed duringthe correction process; substrate/soil shall be replaced aftercorrection has been completed. 3. Trees shall meet root observations detail following correction. 4. Small roots (1/4" or less) on the periphery of the root ball are common with container plant production. These small roots are not defined as "defects" and can be addressed at the time ofinstallation (See root ball shaving container detail). Tree planted too deeply in root ball. Remove excess substrate and roots to meet root inspection detail. Step 1 - Remove substrate over root collar. Step 2 - Remove defects. Structural (large) roots shown in black. Remove structural roots (white) growing over structural roots, orwrapping root collar by cutting them just before they make an abrupt turn. Cut structural root just before it makesabrupt turn. Pruning cut should bemade tangent (parallel) to the trunk. Remove excesssubstrate/soil Remove excess roots New rootball surface Root collar Cut here.Cut here. Cut here. Cut here. Cut here. Rootballperiphery Tree planted too deeply in root ball. Remove excess soil and roots to meet root inspection detail. Notes: 1. All trees shown are rejectable unless they undergo recommended correction. 2. First step 1, then step 2. Adjust hole depth to allow for the removal of excess soil and rootsover the root collar.3. Roots and soil may be removed during thecorrection process; substrate/soil shall bereplaced after the correction has beencompleted.4. Trees shall pass root observations detailfollowing correction. Step 1 - Remove soil and roots over the root collar. Step 2 - Remove defects. Remove structural roots (4 shown in black) deflected on root ball periphery. Small roots (14" or less) at the periphery of the root ballare not defined as defects and do not need to be removed. 3 L500 1" = 1'-0" Root Correction - Balled and Burlapped Structural (large) roots shown in black. Remove structural roots (white) growing over structural roots, orwrapping root collar by cutting them just before they make an abrupt turn. Remove excess substrate/soilRemove excess roots New rootball surface Root collar Cut here.Cut here. Cut here. Cut here. 1L500 1" = 1'-0" Root Observation - Balled and Burlapped ACCEPTABLE REJECTABLE Roots radiate from trunk and reach side of root ball withoutdefecting down or around.Structural roots primarily grow to one side.Structural roots missing from one side, and/or growtangent to trunk. Structural roots circle interior of root ball. No structural roots are horizontal and reach the root ball periphery near the top of the root ball. Structural roots descend into root ballinterior. No structural roots arehorizontal and reach the root ball periphery near the top of the root ball. Only absorbing roots reach the peripherynear the top of the root ball. Structural roots mostly wrap or are deflected on the root ball interior.0-2"The point where top-most root(s) emerges from the trunk (root collar)should be within the top 2" of substrate. The root collar and the rootball interior should be free of defects including circling, kinked,ascending, and stem girdling roots. Structural roots shall reach the periphery near the top of the root ball. Structural roots circle and do not radiatefrom the trunk. Notes: 1. Observations of roots shall occur prior to acceptance. Roots and soil may be removed during the observation process; substrate/soil shall be replaced after the observations have beencompleted.2. See specifications for observation process andrequirements. Rootball Periphery Structural roots Absorbing roots Root collar Point where top-most root emerges from the trunk Top of rootball Absorbing roots Structural roots Structural rootgrowing tangent(parallel) to trunk Structural root circling 2L500 1" = 1'-0" Root Observation - Container ACCEPTABLE REJECTABLE Structural roots primarily grow to one side.Structural roots missing from one side, and/or growtangent to trunk. Structural roots circle interior of root ball. Nostructural roots are horizontal and reach the root ball periphery near the top of the root ball. Structural roots descend into root ball interior.No structural roots are horizontal and reachthe root ball periphery near the top of the rootball. Roots radiate from trunk and reach side of root ball withoutdeflecting down or around. Notes: 1. Observations of roots shall occur prior to acceptance. Roots and substrate may be removed during the observation process; substrate/soil shall be replacedafter observation has been completed. 2. Small roots ( 14" or less) that grow around, up, ordown the root ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periphery can be removed atthe time of planting. (See root ball shaving containerdetail).3. See specifications for observation process andrequirements.0-2"Only absorbing roots reach the periphery near the top of the root ball. Structural rootsmostly wrap or are deflected on the root ballinterior.The point where top-most root(s) emerges from the trunk (root collar) should be within the top 2" of substrate. The root collar and the root ball interior should be free of defects including circling, kinked, ascending, and stem girdling roots. Structural roots shall reach the periphery near the topof the root ball. Structural roots circle and do not radiatefrom the trunk. Root collar Point where top-most root emerges from thetrunk Top of rootball Absorbing roots Structural roots Structural rootgrowing tangent(parallel) to trunk Rootball Periphery Structural roots 5 L500 3" = 1'-0" Container Root Ball Shaving SHAVING COMPLETE SHAVING PROCESS BEFORE SHAVING Notes:1. Shaving to be conducted using a sharp blade or hand saw eliminating nomore than needed to remove all roots on the periphery of root ball. 2. Shaving can be performed just prior to planting or after placing in the hole. 2" Max. Shave root ball here toremove all rootsgrowing on periphery. Shave outer periphery of the root ball a maximum of2" thick. Root tips exposed atperiphery of root ball. Allroots growing aroundperiphery are removed. Before planting, tree hasthree co-dominant stems.The two that compete withthe one in the centershould be pruned tosuppress their growth. Two competing stems werereduced substantially, in thiscase removing about 70% oftheir foliage using reductioncuts. After pruning, tree hasonly one dominant stem. Notes:1. All trees shown are rejectable unless they undergo recommended treatment.2. Tree shall meet crown observation detail following correction.3. Prune tree to remove dead or damaged limbs and branches 9L500 1/2" = 1'-0" Crown Correction Detail CONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 LANDSCAPE DETAILS L500 2L501 1/2" = 1'-0" Tree with Berm (Prepared Existing Soil) 3x widest dimension of root ball.SECTION VIEW Notes:1. Trees shall be of quality prescribed incrown observations and rootobservations details and specifications. 2. See specifications for further requirements related to this detail. 3. See also, tree staking, crown and rootball observation and correction details. Central leader. (See crownobservations detail). Top of root ball shall be flush with finished grade. Prior to mulching, lightly tamp soilaround the root ball in 6" lifts tobrace tree. Do not over compact.When the planting hole has beenbackfilled, pour water around theroot ball to settle the soil. 3" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Trunk caliper shallmeet ANSI Z60 currentedition for root ball size. Root ball modified as required. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Bottom of root ball rests on existing or re-compacted soil. Finished grade Existing soil Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. Slope sides of loosened soil. 3'3' Dia. steel tree ring. See SteelEdging detail. 3L501 1/2" = 1'-0" Tree on Slope 5% (20:1) to 50% (2:1) (Prepared Existing Soil) 3x widest dimension of root ball. SECTION VIEW Notes:1. Trees shall be of quality prescribed incrown observations and rootobservations details and specifications. 2. See specifications for further requirements related to this detail. 3. See also, tree staking, crown and rootball observation and correction details. Central leader. (See crownobservations detail). Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 3" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Trunk caliper shallmeet ANSI Z60 currentedition for root ball size. Root ball modified as required. Round-topped soil berm 4" high x 8" wideabove root ball surface shall be centered on the downhill side of the root ball for 240°. Berm shall begin at root ball periphery. Bottom of root ball rests on existing or re-compacted soil. Finished grade Original slope should pass through the point where the trunk base meets substrate/soil. Existing Soil Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Slope sides ofloosened soil. 3' 3' Dia. steel tree ring. See Steel Edging detail. 4L501 1/2" = 1'-0" Tree Staking (Lodgepoles)6'-0"2'-0"SECTION VIEW PLAN VIEW Rubber tree ties. Lodge pole stakes. Prevailing Wind Remove nursery stake. Ifcentral leader needs to bestraightened or held erect, it is acceptable to attach a 12" x 8'bamboo pole to the central leader and trunk. 32" long non -abrasive rubber ties. Two (2) three inch lodgepole pinestakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. Stakes to be removedafter 2 years. 5 L501 1/2" = 1'-0" Deer Protection 6'-0"2'-0"SECTION VIEW PLAN VIEW Lodge pole stakes. Two (2) three inch lodgepole pine stakes. Install approximately 2"away from the edge of the rootball. Stake location shall notinterfere with permanentbranches. Stakes to be removed after 2 years.4'-0"2"x3" Welded wiregarden fencing.2"x3" Welded wire garden fencing. 48" Height. Staple fencing to tree stakes. Adjust asnecessary to not interfere withlow branches. 1L501 3/4" = 1'-0" Existing Soil Preparation Notes:1. See planting soil specifications for additional requirements. 2. Compost must meet the State of Montana's compost requirement for soil amendment (Admin Rule Mont. 17.50.1716.) 3. Do not apply material or scarify if soil is frozen, muddy or excessively wet.4. Protect areas of in-place soil from additional compaction, disturbance, and contamination during construction.5. Exemptions:5.a. The building footprint and all areas within 5 feet or the actual building are exempt from the topsoilrequirement.5.b. On engineered slopes, only amended planting holes must meet the topsoil requirement. SECTION VIEW 6"±Remove existing turf, thatch,groundcover, plants, or weeds Finished grade after settlement Finished grade after tilling butbefore settlement Apply 4 cubic yards per 1,000sf of compost Till compost into top 6" of soil Existing soil Remove all stones or other debrisgreater than 2" diameter anddispose of them legally off-site 6 L501 3/4" = 1'-0" Seed at Pavement Edge NOTES:1. Slope soil surface away from pavement and building foundations for a minimum of 6' or to themidpoint of the seed area if the area is between a foundation and pavement and less than 6' wide.2. The finish grade of the topsoil at the pavement edge shall account for settlement of the soil to result in a 1" reveal of the pavement edge above the finish grade of the sod post-installation. 3. Contractor to provide 6" min. depth of topsoil. Topsoil shall be track packed and or drum-rolled toa smooth and even finish grade before installing seed. 1" RevealSlope Sod per Plan Prepare subgrade per pavement specifications Prepare soil per sod soil modification or sodtopsoil installation details 34" minus aggregate base course. Depth perpavement specifications Pavement. See plans and paving details 7 L501 1" = 1'-0" Steel Edging 1" Face reveal NOTE: 1. See soil details and specifications for bed and sod area preparation. 3/16" x 4" plate steel on straight runs, 18" x 4" on curved runs. Mulch material per plan. Min 3" deep. Final elevation min. 1" below top of steel edging #4 Rebar, 24" OC, Min. 18" depth. Spot weldon site to steel plate Weed fabric per plan 4" Staples, 18" OC Prepared subgrade. 6" Min. topsoil. See note Sod per plan 18" topsoil or modified existing soil in landscape bed 8 L501 1/4" = 1'-0" Tree Protection Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment.4'-0"Notes: 1. Contractor to provide temporary irrigation to existing trees with existing irrigation during construction. 2. All existing trees shall be pruned by approved arborist. 3. No equipment shall operate inside the protective fencingincluding during fence installation and removal.4. See site preparation plan for any modifications with the TreeProtection area. SECTION VIEW KEEP OUTTREEPROTECTIONAREA Tree Protection Fence: High density polyethylene fencing with 3.5" x 1.5"openings; Color- orange. Steel postsinstalled at 8' o.c.8.5" x 11" sign laminated in plastic spaced every 50' along the fence. 2" x 6' steel postsor approved equal. 5" Thick layer of mulch Maintain existing grade with the treeprotection fence unless otherwiseindicated on the plans 9L501 3/4" = 1'-0" Mulch Ring 3' Center rootball in ring. 3" Min. mulch per plan. Steel edge. See steel edging detail. 6' Min. Width 3" Min. thickness of 3 8" minuscompacted gravel(Natural fines see note 1.) 3" Min. thickness of 3 4" minus compactedcrushed gravel base Compacted subgrade (See note 2.) 2% Max Slope4:1 Max Notes: 1. Natural fines shall consist of 80% sand, 10% silt, and 10% clay 2. A soil sterilant shall be applied to the subgrade prior to placement ofgravel base. 10L501 3/8" = 1'-0" Class II Gravel Fines Trail CONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 LANDSCAPE DETAILS L501 15' 10' 10' 10'10'6'10'10'10'SDSDSD10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH DYHWS WS FIRE FIRE FIRE FIRE WS WS WS WS FIRE FIRE FIRE FIREDYHHH HH HH HH HH 18S18S18S18S18S18S18S10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8SSS S SSS S S SS 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10SS SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD D D SD D SD SD SD SD SD SD SD SD SD SD SD SD SDSDD SDSDSDSDSD D D S B P CO TV TV SP P SDSDSDXXXXSD SD SD SD SD SD SDBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBP BP BP W S S S S S S S S SS S89°05'06"W 1050.03'S0°36'42"E668.14'592.83' N89°23'18"E 593.92' LOT 16.84 acs.LOT 16.84 acs. 70.00'S0°36'42"E 224.93'N89°06'04"E 98.48'60.00'N89°23'18"E 517.05'S0°36'42"E 440.99'S14°20'17"W 18.73' S6°12'25"W 73.92' S41°05'37"W 82.02' S89°05'06"W 438.01'N0°41'43"W 596.03'N89°23'18"E 507.05' POC 1 BF C WS EX.ROW 15' DITCHMAINT. ESMT 10' PUBLIC UTIL. ESMTS. 19TH AVENUESTAUDAHER STREET W. GRAF ST.S. 17TH AVENUEPROPERTY LINE PRO. 10' SEPARATEDSHARED-USE PATH 10' PUBLIC UTIL. ESMT LOT LINE PRO. 6' SIDEWALK 10' PUBLIC UTIL. ESMT IRRIGATION SLEEVE PRO. 10' SIDEWALK PROPERTY LINE 10' PUBLIC UTIL. ESMT IRRIGATION SLEEVE LOT LINE 10' PUBLIC UTIL. ESMT PRO. SIGN BLOCK 1 - LOT1 LOT LINE10' PUBLIC UTIL. ESMT TEMP. STORMWATER POND IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION CATEGORY AREA LEGEND SYMBOL CATEGORY AREA (SF)NOTES TREES PERMANENT (SUBSURFACE) DRIP IRRIGATION WITHTEMPORARY OVERHEADIRRIGATION 15,784 LOW WATER USE NATIVE SEED MIX IN BOULEVARDS UNDER 8'WIDE. TEMPORARY OVERHEADWITH MSMT NOZZLES. PERMANENT OVERHEAD IRRIGATION 32,821 LOW WATER USE NATIVE SEEDMIX IN BOULEVARDS AND LANDSCAPE AREAS GREATER THAN 8' WIDE. NO IRRIGATION - TEMPORARY STORM WATER PONDS - EXEMPT FROM LANDSCAPEAND IRRIGATIONREQUIREMENTS 25,518 LOW WATER USE NATIVE SEED MIX IN DETENTION PONDS. IRRIGATION EQUIPMENT LEGEND SYMBOL CATEGORY MANUFACTURER NOTES TREES POINT OF CONNECTION NA BACKFLOW PREVENTER WATTS MODEL 825Y - SIZE TBD. INSTALL IN A GUARDSHACK WITH FROSTBLANKET CONTROLLER HUNTER MODEL A2C-1200-M WITH ACC PED METAL PEDESTAL. WEATHER SENSOR HUNTER SOLAR-SYNC SENSOR WITH WRGUARD SLEEVES NA SEE NOTES AND DETAILS POC 1 BF C WS S. 19TH AVENUEW. GRAF ST.S. 17TH AVENUESTAUDAHER STREET S. 15TH AVENUECONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 IRRIGATION SITE PLAN - WEST 1"=40'L6001 IRRIGATION SITE PLAN -W L600SCALE:1"=40' 8040200 MATCHLINE - SEE SHEET L601KEY MAP 1"=300'KEY1 L600 L601 1 0 '5'10'5'10'10' 10'SDSDSD10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH DYH6WFIRE 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSWS FIRE FIRE FIRE FIRE WS WS WS WS WS FIRE FIRE FIRE FIRE FIREFIREFIRE FIREWSWS WS WS WS WS FIRE FIREWSWSFIREFIREFIREFIREFIREFIRE FIRE FIREWSWSWSWSWS FIRE FIRE HH HH HH M8S8S8S8S8S8S8S8S8S8S8S8SSSSS S S S SS SS SSSSS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S 10S SSS SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD D D SD SD D SD D SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDD SDSD D SDSDSDSDSDSDD D F TV TV E S D S D S P P SDSWWWSDSDSDXXXXXXXXXXXXXXX SD SDBP BP BPB P W W W S S S S S S S SD SD SD SD SD SD SD SD SD S89°05'06"W 1050.03'S0°09'06"E 1225.02'S0°36'42"E668.14'457.20' 70.00'N0°36'42"W 224.93'N89°06'04"E 98.48'60.00'N89°23'18"E 760.54' N89°23'18"E 700.06'60.00'LOT 17.45 acs. LOT 21.74 acs.S0°36'42"E 91.53'S14°38'53"E 20.62' S8°31'42"E 71.68' S40°46'21"E 79.35' N89°05'06"E 360.91' R =2 5 5 .0 0 'L =11 6 .4 3 'Δ =2 6 °0 9 '3 8 " R =3 4 5 .0 0 'L =1 3 7.1 7 ' Δ =2 2 °4 6 '4 8 "S0°35'07"E 259.52'S89°23'11"W 251.12'N0°36'49"W 168.00'S89°23'18"W 114.71' R=345.00' L=25.02' Δ=4°09'19"N0°09'06"W 527.88'S89°23'18"W 309.10'S89°23'18"W 365.96' STAUDAHER STREET W. GRAF ST.S. 17TH AVENUES. 15TH AVENUELOT LINE 10' PUBLIC UTIL. ESMT IRRIGATION SLEEVE PROPERTY LINEIRRIGATION SLEEVE PRO. 10' SIDEWALK IRRIGATION SLEEVE PRO. 5' SIDEWALK LOT LINE10' PUBLIC UTIL. ESMT PRO. 5' SIDEWALK LOT LINE10' PUBLIC UTIL. ESMT LOT LINE 10' PUBLICUTIL. ESMT BLOCK 2 - LOT2 BLOCK 2 - LOT1FUT. S. 17TH AVENUEFUT. S. 17TH AVENUEIRRIGATIONSLEEVE PRO. 6' SIDEWALK IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE IRRIGATION SLEEVE TEMP.STORMWATER POND IRRIGATION CATEGORY AREA LEGEND SYMBOL CATEGORY AREA (SF)NOTES TREES PERMANENT (SUBSURFACE) DRIP IRRIGATION WITH TEMPORARY OVERHEADIRRIGATION 15,784 LOW WATER USE NATIVE SEED MIX IN BOULEVARDS UNDER 8' WIDE. TEMPORARY OVERHEADWITH MSMT NOZZLES. PERMANENT OVERHEAD IRRIGATION 32,821 LOW WATER USE NATIVE SEEDMIX IN BOULEVARDS AND LANDSCAPE AREAS GREATER THAN 8' WIDE. NO IRRIGATION - TEMPORARY STORM WATER PONDS - EXEMPT FROM LANDSCAPEAND IRRIGATIONREQUIREMENTS 25,518 LOW WATER USE NATIVE SEED MIX IN DETENTION PONDS.S. 19TH AVENUEW. GRAF ST.S. 17TH AVENUESTAUDAHER STREET S. 15TH AVENUEIRRIGATION EQUIPMENT LEGEND SYMBOL CATEGORY MANUFACTURER NOTES TREES POINT OF CONNECTION NA BACKFLOW PREVENTER WATTS MODEL 825Y - SIZE TBD. INSTALL IN A GUARDSHACK WITH FROSTBLANKET CONTROLLER HUNTER MODEL A2C-1200-M WITH ACC PED METAL PEDESTAL. WEATHER SENSOR HUNTER SOLAR-SYNC SENSOR WITH WRGUARD SLEEVES NA SEE NOTES AND DETAILS POC 1 BF C WS CONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 IRRIGATION SITE PLAN - EAST 1"=40'L6011 IRRIGATION SITE PLAN - E L601SCALE:1"=40' 8040200MATCHLINE - SEE SHEET L600KEY MAP 1"=300'KEY1 L600 L601 1. IRRIGATION SYSTEMS MUST BE DESIGNED TO MEET THE FOLLOWING SPECIFICATIONS. 1.1. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLEDWITHIN THE PROJECT LIMITS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS ISSHOWN FOR GRAPHICAL CLARITY ONLY.1.2. THE ENTIRE IRRIGATION SYSTEM SHALL SATISFY ALL LOCAL AND STATE CODE REQUIREMENTS AND BE INSTALLED AS PER ALL CITY OF BOZEMAN SPECIFICATIONS. 2. BACKFLOW DEVICE AND CONTROLLER 2.1. A BACKFLOW DEVICE COMPLIANT WITH THE CITY’S CURRENTLY ADOPTED PLUMBINGCODE FOR USE IN AN IRRIGATION SYSTEM IS REQUIRED;2.2. IRRIGATION CONTROLLERS LABELED BY U.S. ENVIRONMENTAL PROTECTION AGENCY’SWATERSENSE® PROGRAM ARE REQUIRED. EXCEPT FOR PARKS AND IRRIGATION SYSTEMS WHERE THE WATER SUPPLY IS FULLY INDEPENDENT OF CITY OWNERSHIP OR MAINTENANCE, THE CONTROLLER MUST BE PROGRAMMED TO ACCOMMODATE ANY WATER WINDOWS OR RESTRICTIONS FOR OPERATION SUCH AS THE DAY OF THE WEEKAND HOURS OF THE DAY PURSUANT TO BMC 40.02.1290.; AND2.3. SENSORS (RAIN, FREEZE, WIND, ET, SOIL MOISTURE, ETC.), EITHER INTEGRAL ORAUXILIARY, THAT SUSPEND OR ALTER IRRIGATION OPERATION DURING UNFAVORABLE WEATHER CONDITIONS OR WHEN SUFFICIENT SOIL MOISTURE IS PRESENT ARE REQUIRED. 2.4. SPARE CONTROL WIRES -CONTRACTOR SHALL EXTEND THREE SPARE CONTROL WIRES ( ONE COMMON AND 2 CONTROL WIRES) FROM EACH CONTROLLER TO THE END OF THEMAINLINE SERVING THAT CONTROLLER OR AS SHOWN ON THE PLANS. INSTALL SPAREWIRES IN A 10" ROUND VALVE BOX.3. SPRINKLERS/OVERHEAD IRRIGATION 3.1. ALL OVERHEAD IRRIGATION MUST CONSIST OF MULTI-STREAM, MULTI-TRAJECTORY (MSMT) NOZZLES, OR AN APPROVED EQUAL, AND/OR ROTORS; 3.2. HEAD(S) SUBJECT TO LOW HEAD DRAINAGE MUST BE EQUIPPED WITH INTEGRATEDCHECK VALVES TO AVOID DRAINING WHEN THE SYSTEM COMPLETES ITS CYCLE;3.3. SPRINKLER HEADS MUST BE SPACED 2 INCHES MINIMUM FROM HARDSCAPE EDGES ANDINSTALLED FLUSH WITH FINISHED GRADE; 3.4. OVERHEAD IRRIGATION MUST USE A 6 INCH MINIMUM RISER; 3.5. OVERHEAD IRRIGATION SPACING MUST BE DESIGNED TO ACHIEVE HEAD-TO-HEAD COVERAGE OR PER MANUFACTURER SPECIFICATIONS;3.6. AREAS LESS THAN 8 FEET IN WIDTH IN ANY DIRECTION MUST BE IRRIGATED WITH DRIPIRRIGATION, EITHER SUBSURFACE OR ABOVE GROUND. OVERHEAD SPRAY IRRIGATIONIS PROHIBITED IN AREAS LESS THAN 8 FEET WIDE UNLESS BEING USED FOR TEMPORARY ESTABLISHMENT PURPOSES ONLY; AND 3.7. IT IS ENCOURAGED TO CONNECT ALL SPRINKLER BODIES TO THE LATERAL LINE WITH FLEXIBLE SWING JOINTS OR SWING PIPE.4. DRIP IRRIGATION4.1. DRIP IRRIGATION MUST BE USED FOR ALL LANDSCAPED AREAS OTHER THANTURFGRASS, CREEPING OR ROOTING GROUNDCOVERS, AND SEEDED AREAS;4.2. DRIP IRRIGATION MUST INCLUDE A PRESSURE REGULATOR AND FILTER; 4.3. INLINE DRIP IRRIGATION INSTALLED ON A SLOPE MUST LAY PARALLEL TO THE ELEVATION CONTOURS;4.4. DRIP IRRIGATION MUST BE INSTALLED WITH THE ABILITY TO EASILY FLUSH THE LINE;AND ALL SUBSURFACE DRIP MUST BE INSTALLED WITH AIR/VACUUM RELIEF VALVES PERMANUFACTURER RECOMMENDATIONS.4.5. DO NOT MECHANICALLY TRENCH WITHIN DRIP LINE OF EXISTING TREES. WHERE TRENCHING WITHIN DRIP LINE IS NECESSARY, ONLY HAND TRENCHING WILL BE PERMITTED. 4.6. CONTRACTOR SHALL COORDINATE INSTALLATION OF DRIP IRRIGATION LINES PRIOR TO INSTALLATION OF PLANT MATERIAL WITH THE OWNER'S REPRESENTATIVE.5. IRRIGATION STATIONS/ZONES5.1. EACH ZONE MUST BE DESIGNED TO ACHIEVE MATCHED PRECIPITATION RATES;5.2. IRRIGATION ZONES MUST BE SEPARATED BASED ON HYDROZONE, WHICH CONSIDERS IRRIGATION TYPE (E.G. OVERHEAD OR DRIP) AND PLANT WATER USE (E.G. LOW, MEDIUM, OR HIGH); 5.3. STATIONS THAT IRRIGATE TREES CANNOT IRRIGATE OTHER PLANT TYPES. ANINDIVIDUAL IRRIGATION STATION MAY IRRIGATE MORE THAN ONE TREE. THEESTABLISHED SIZE AND EXTENT OF THE ROOT ZONE MUST BE CONSIDERED WHENDESIGNING IRRIGATION FOR TREES. DRIP IRRIGATION, SUCH AS EMITTERS, ROOT WATERING SYSTEMS, OR BUBBLERS, MUST BE USED TO IRRIGATE TREES. 5.4. EACH IRRIGATION ZONE MUST BE DESIGNED TO PREVENT RUNOFF, OVERSPRAY, OR OTHER SIMILAR CONDITIONS; AND5.5. STATIONS MUST BE DESIGNED TO ACHIEVE THE HIGHEST POSSIBLE DISTRIBUTIONUNIFORMITY USING THE MANUFACTURER’S RECOMMENDATIONS.6. SYSTEM 6.1. VALVE BOXES 6.1.1. MUST BE INSTALLED IN A MANNER THAT PREVENT BREAKS AND MUST EASILY BE ACCESSIBLE FOR REPAIRS. 6.1.2. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM THE EDGE OFPAVED SURFACES AND 3'-0" FROM THE CENTERLINE OF DRAINAGE SWALES. THELANDSCAPE CONTRACTOR SHALL ADJUST ALL VALVE BOXES TO FINISH GRADE.6.1.3. ALL VALVE BOXES / LIDS SHALL BE PER THE CONSTRUCTION DETAILS WITH LOCKING LIDS AND COLOR TO BE GREEN. 6.2. ALL IRRIGATION LINES AND EQUIPMENT SHALL BE FIELD ADJUSTED AS NEEDED TO AVOID EXISTING AND PROPOSED UTILITIES, EXISTING PRESERVED VEGETATION, ANDOTHER CONFLICTING FIELD CONDITIONS.6.3. PLANT MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINEAND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL. 6.4. IRRIGATION PIPE INSTALLED UNDER HARDSCAPE SURFACES MUST BE SLEEVED WITH A RIGID PIPE 1 INCH LARGER THAN THE PIPE WITHIN IT, AT A MINIMUM. IRRIGATION LINESAND AND CONTROL WIRES SHALL BE INSTALLED IN SEPARATE SLEEVE.6.5. OPERATING PRESSURE OF THE IRRIGATION SYSTEM MUST MEET MANUFACTURER’SRECOMMENDED OPERATING PRESSURE. A) PRESSURE-REGULATING DEVICES MUST BE INSTALLED TO ENSURE PROPER OPERATION. THIS MAY BE ACCOMPLISHED BY USING PRESSURE REGULATORS AT THE ZONE VALVE OR INTEGRATED INTO THE SPRINKLER BODY. SPRINKLER BODIES WITH INTEGRATED PRESSURE REGULATORS AREENCOURAGED. IF USING SPRINKLER BODIES WITH INTEGRATED PRESSUREREGULATORS, THE BOTTOM INLET MUST BE USED6.6. A BOOSTER PUMP IS REQUIRED IF WATER PRESSURE IS BELOW THE REQUIREDOPERATING PRESSURE. 6.7. A FLOW SENSOR AND MASTER VALVE ARE REQUIRED FOR SYSTEMS WITH MAINLINES GREATER THAN OR EQUAL TO (>) 2 INCHES THAT ARE CONNECTED TO CITY MUNICIPALWATER. FLOW SENSORS MUST BE INSTALLED ACCORDING TO MANUFACTURER’SSPECIFICATIONS AND TESTED FOR FUNCTIONALITY. IRRIGATION SYSTEM REQUIREMENTSCOB LANDSCAPE AND IRRIGATION PERFORMANCE AND DESIGN STANDARD MANUAL NOTES IRRIGATION DESIGN 1. THE IRRIGATION WATER REQUIREMENT IS PROVIDED ON SHEET L602. 2. THE WATER SUPPLY IS COB MUNICIPAL WATER. POC 1 IS PRIVATE AND SERVES THE SUBDIVISION BOULEVARD LANDSCAPING.3. THE ASSUMED STATIC WATER PRESSURE IS 55 PSI.4. AREAS IRRIGATED WITH OVERHEAD, DRIP AND TEMPORARY IRRIGATION ARE INDICATED ON THEIRRIGATION PLANS. 5. STORMWATER DETENTION AREAS ARE EXEMPT FROM THE IRRIGATION PERFORMANCE REQUIREMENTS AND ARE INDICATED ON THE PLANS. 6. SEE PLANS FOR ALL OTHER REQUIRED IRRIGATION COMPONENTS AND THEIR LOCATIONS. 1. TEMPORARY IRRIGATION IS AFFORDED A WATER DEMAND OF 2.3 GALLONS PER SQUARE FOOTREGARDLESS OF PLANT TYPE.2. TEMPORARY IRRIGATION WILL BE ACHIEVED THROUGH A PERMANENT UNDERGROUND IRRIGATION SYSTEM THAT IS LATER DISABLED; 3. TEMPORARY IRRIGATION IS INTENDED FOR THE ESTABLISHMENT OF THE 15,784 SF OF SEED MIX IN THE BOULEVARD STRIPS. ALL TEMPORARY OVERHEAD IRRIGATION WILL USE MULTI-SPRAY,MULTI-TRAJECTORY ROTARY NOZZLES DESIGNED TO ACHIEVE HEAD TO HEAD COVERAGE;3.1. THE TEMPORARY IRRIGATION ESTABLISHMENT PERIOD WILL BE 2 YEARS.3.2. TEMPORARY WATER USE HAS BEEN INCLUDED IN THE WATER BUDGET CALCULATOR 4. INSTALL A TEMPORARY WATERPROOF SIGN IN A LOCATION VISIBLE FROM EACH ADJACENT ROAD STATING THE FOLLOWING: 4.1. TEMPORARY IRRIGATION;4.2. DATES OF THE TEMPORARY IRRIGATION;4.3. CONTRACTOR’S CONTACT INFORMATION.5. ALL TEMPORARY IRRIGATION SYSTEMS MUST BE DISABLED AT THE END OF THE ESTABLISHMENT PERIOD. TEMPORARY IRRIGATION CONTACT: HAMPTON UZZELLECELL: 520.975.6713EMAIL: HAMPTON@VERDANTMT.COMSRX-IIProvidence DevelopmentBozeman, MTISSUEDATE#PRELIMINARY PLAT08/19/2024PRELIMINARY PLAT-2ND SUB11/01/2024PRELIMINARY PLAT-3RD SUB 02/06/2025 IRRIGATION NOTES AND CALCULATIONS L602 IRRIGATION WATER REQUIREMENT 345611234562NOTES:1. CONTROLLER ACCEPTS 120 VOLTSA.C. OR 230 VOLTS A.C.(INTERNATIONAL MODEL).CONTROLLER SHALL BEHARD-WIRED TO GROUNDED 110VAC POWER SOURCE.2. CONTROLLER AND PEDESTAL ARE5" [13 cm] DEEP.3. REFER TO THE HUNTER HCCINSTALLATION GUIDE FORFURTHER INSTRUCTIONS.IRRIGATION CONTROLLER(A2C-1200-M) PER PLANMETAL PEDESTAL,ELECTRICAL SUPPLY CONDUIT -CONNECT TO POWER SOURCE,J-BOX INSIDE CONTROLLERGROUND WIRE CONDUIT -GROUND PER ASIC GUIDELINESIRRIGATION CONTROL WIRE INCONDUIT - SIZE AND TYPE PERLOCAL CODESCONCRETE PEDESTAL BASE PERPLAN - INSURE POSITIVE DRAINAGEAWAY FROM PEDESTAL.DETAIL LEGEND:13" [33 cm]OPEN DOORWIDTH16"[41 cm]13" [33 cm]36"[92 cm]11.5"[29.2 cm]1L700NTSIrrigation Controller (1)FINISH GRADEMANUAL BRASS SHUTOFFBALL VALVEMANUAL BRASS SHUTOFFBALL VALVEWINTERIZATION ASSEMBLY TO BEINSTALLED AS CLOSE TO BACKFLOWPREVENTER AS POSSIBLEGUARDSHACK GS-2 BACKFLOWENCLOSURE WITH EP-2 ENCLOSURE PAD.GUARDSHACK ENCLOSURES 3831 E.GROVE ST. PHOENIX, AZ 850402L700NTSBackflow PreventerNOTES:1. 1 12" BACKFLOW ASSEMBLY, PER LOCAL CODES AND ORDINANCES2. PRESSURE VACUUM BREAKERS MUST BE INSTALLED AT LEAST 12" ABOVEDOWNSTREAM PIPING3. ALL NIPPLES AND VALVES TO BE COPPER OR BRASSIRRIGATION CONTROLVALVE BOXPROVIDE EQUAL SPACINGBETWEEN BOXESEDGE OF PAVEMENTALIGN BOXES PARALLELTO THE EDGE OFPAVEMENT5L700NTSValve Box LayoutPLACE BOXES A MINIMUMOF TWO (2) FOOT FROMEDGE OF PAVEMENT2' MIN.EQ.EQ.NOTE:1. GROUP SIMILAR BOX TYPES AND SIZES TOGETHER, I.E.PLACE RECTANGULAR OR ROUND BOXES TOGETHER18"12"18"12"18"18"FINISH GRADELATERALLATERALMAIN LINEBEDDINGLOW VOLTAGE WIRELOW VOLTAGE WIRESECTION VIEWSTAPE AND BUNDLE ALL WIRING AT 10'INTERVALS. USE 6" WIDE MARKING TAPE 6"ABOVE ALL DIRECT BURIAL WIRING. ALLSPLICES SHALL BE MADE IN VALVE BOXESAND LOCATED ON AS-BUILT PLANS.ALL 120V. WIRING SHALL BE IN CONDUIT WITHMARKER TAPE AS ABOVE. ALL WIRING UNDERPAVEMENT AND THROUGH SLEEVES SHALL BEIN CONDUIT.TIE A LOOSE 20" LOOP IN WIRING AT ALLCHANGES IN DIRECTION GREATER THAN 30DEGREES. UNTIE ALL LOOPS AFTER MAKINGCONNECTIONSFINISH GRADEMARKING TAPETIESLOOPDIRECT BURYSECTION3L700NTSTrenching DetailsPLAN VIEWSFINISHGRADECONDUITSECTIONCONDUITPLANDIRECT BURYPLANSNAKE ALLLATERAL PIPEIN TRENCHFINISH GRADESCH. 40 PVC SLEEVE - 4" MIN. OR 2XTHE O.D. OF THE IRRIGATION PIPINGWRAP 12 GAUGE WIRE AROUNDEACH END OF THE SLEEVE ANDEXTEND TO THE SURFACEWASHED AND GRADEDMORTAR SAND BACKFILL INROCKY SOILPAVEMENT EDGEDEPTH PER TRENCHING DETAIL4L700NTSIrrigation SleeveNOTES:1. CAP SLEEVES UNTIL USE.2. 4" MIN. HORIZONTAL SEPARATION REQUIRED BETWEENSLEEVES IN THE SAME TRENCH.3. IRRIGATION PIPE AND CONTROL WIRES SHALL BESLEEVED SEPARATELY.4. SOIL AROUND SLEEVE BACKFILLED AND COMPACTED TOTHE SAME DENSITY AS THE SURROUNDING SOIL.6L700NTSIrrigation Control Valve - TURF30" LINEAR LENGTH OF WIRE, COILEDWATERPROOF CONNECTION RAINBIRD SPLICE-1 (1 OF 2)ID TAG: RAIN BIRD VID SERIESREMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-D WITH NP-HANVALVE BOX WITH COVER: RAIN BIRD VB-STDFINISH GRADE / TOP OF MULCHPVC SCH 80 NIPPLE (CLOSE)PVC SCH 40 ELLPVC SCH 80 NIPPLE (LENGTH AS REQUIRED)BRICK (1 OF 4)PVC MAINLINE PIPESCH 80 NIPPLE (2" LENGTH, HIDDEN) AND SCH 40 ELLPVC SCH 40 TEE OR ELLPVC SCH 40 MALE ADAPTERPVC LATERAL PIPE3" MINIMUM DEPTH OF 34" WASHED GRAVEL123456789101112131415163" MIN.12345678910111213141516NOTE:1. FINISH GRADES AT VALVE BOXESMUST BE AT A LEVEL SUCH THATTHE ESTABLISHED TURF ORMULCH SURFACE WILL BE FLUSHWITH THE TOP OF THE BOX7L700NTSIrrigation Control Valve - Drip Single ValveFINISH GRADE / TOP OF MULCHVALVE BOX WITH COVER: RAIN BIRD VB-STD30" LINEAR LENGTH OF WIRE, COILEDWATERPROOF CONNECTION: RAIN BIRD DB SERIESID TAGREMOTE CONTROL VALVE: RAIN BIRD 100-PGA (INCLUDED IN CZK-100-PRB-LC KIT)PRESSURE REGULATING BASKET FILTER: RAIN BIRD PRB-100 (INCLUDED IN CZK-100-PRB-LC KIT)PVC SCH 40 FEMALE ADAPTORLATERAL PIPEPVC SCH 80 NIPPLE (LENGTH AS REQUIRED)PVC SCH 40 ELLPVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELLPVC SCH 40 TEE OR ELLMAINLINE PIPE3" MINIMUM DEPTH OF 34" WASHED GRAVELBRICKNOTE:1. FINISH GRADES AT VALVE BOXESMUST BE AT A LEVEL SUCH THATTHE ESTABLISHED TURF ORMULCH SURFACE WILL BE FLUSHWITH THE TOP OF THE BOX123456789101110161514131212345678910111213141516S X S X T SCH. 40 TEETO MAINLINE BELOWSTANDARD VALVE BOXSCH 80 THREADED NIPPLEWITH TEFLON TAPES X T COUPLER WITH TEFLONTAPE AND PVC SOLVENTLATERAL LINE8L700NTSIrrigation Valve Bank Layout, typ.NOTES:1. STANDARD BOX TO ACCOMMODATE 4 VALVES.2. VALVE BANKS TO BE CONSTRUCTED TO LOCAL CODES AND STANDARDS.3. LATERALS MAY BE PE PIPE WITH SCH. 80 FITTINGS FIRMLY SECURED WITHOETIKER CLAMPS.4. IF PE PIPE IS USED FOR LATERAL LINES 2 OETIKER CLAMPS TO BE USED ATEACH VALVE OUTLET CLAMPED AT MIRRORED ANGLES TO INSURE SECUREGRIP, SEE OETIKER CONNECTION DETAIL.OETIKERS (2) CLAMPED ON OPPOSING SIDES9L700NTSPE Lateral Line @ Valve Connection (Oetiker Connections)SCH. 80 THREAD TO BARB ADAPTERTHREADED END TO BE TEFLON WRAPPEDPOLY PIPE LATERAL IRRIGATION LINE(1" TYP.)OETIKERS (2) CLAMPED ON OPPOSING SIDES10L700NTSHunter MP Rotator or EquivalentFINISH GRADEHUNTER PRS-40 SERIES SPRAY BODY OR EQ.LATERAL TEE OR ELLLATERAL PIPESWING JOINT12345NOTES:1. FINISH GRADES AT VALVE BOXESMUST BE AT A LEVEL SUCH THATTHE ESTABLISHED TURF OR MULCHSURFACE WILL BE FLUSH WITH THETOP OF THE BOX.2. NOZZLES TO BE HUNTER MPROTATOR OR EQUIVALENT.3. HEADS TO BE 2" MIN FROMPAVEMENT.12534NOTE:1. FINISH GRADES AT VALVE BOXESMUST BE AT A LEVEL SUCH THATTHE ESTABLISHED TURF OR MULCHSURFACE WILL BE FLUSH WITH THETOP OF THE BOX.2. NOZZLES TO BE HUNTER -MPR OREQUIVALENT11L700NTSRotorFINISH GRADEHUNTER I-20 ROTOR OR EQUIVALENTSWING JOINTLATERAL TEE OR ELLLATERAL PIPE1234512345PVC EXHAUST HEADERCONTACT: HAMPTON UZZELLECELL: 520.975.6713 EMAIL: HAMPTON@VERDANTMT.COM SRX-II Providence Development Bozeman, MT ISSUE DATE# PRELIMINARY PLAT 08/19/2024 PRELIMINARY PLAT-2ND SUB 11/01/2024 PRELIMINARY PLAT-3RD SUB 02/06/2025IRRIGATION DETAILSL700 GALVANIZED TIEDOWN STAKE:PRESSURECOMPENSATINGEMITTER MODULE14" VINYLDISTRIBUTION TUBINGDIFFUSER BUG CAPTREEXERI-TUBE 700COMPRESSIONADAPTERPVC FITTING AND RISERPVC LATERAL PIPECOMPRESSION FLUSHDIFFUSER BUG CAP:14" TUBING STAKE:MULCH AS SPECIFIEDWEED CONTROLFABRIC14" VINYL DISTRIBUTIONTUBINGXERI-TUBE 700SINGLE-OUTLET EMITTERTREE SECTIONNOTE:1. DIRECT TWO (2) 1GPH EMITTERS PERSHRUB AND FOUR (4) 1GPH EMITTERSPER TREE.2. EMITTERS SHOULD BE PLACED INSIDETREE WELL, HALFWAY BETWEEN THEBASE OF THE TREE AND EDGE OF ITSCANOPY.3. RUN XERI-TUBE 700 DISTRIBUTIONTUBING OR APPROVED EQ. NO MORETHAN 250' LENGTH.4. RUN 14" VINYL DISTRIBUTION TUBING NOMORE THAN 5' LENGTH.1L701NTSDrip for Trees and Large ShrubsTREE PLAN2L701NTSEmitter on Stake14" TUBINGDRIP EMITTERTUBING STAKEAMENDED SOIL17MM BLANK PLD TUBING14" BARBED CONNECTORXFS Dripline Maximum Lateral Lengths (Feet)Inlet Pressure psi12" Spacing 18" Spacing 24" SpacingNominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph)0.6 0.9 0.6 0.9 0.6 0.915273 155 314 25042432220318 169 353 294 508 36830360 230 413 350 586 41440395 255 465 402 652 47450417 285 528 420 720 48860460 290 596455780 5143L701NTSSub-Surface Drip Irrigation- Center LayoutPVC EXHAUST HEADERPVC SCH 40 TEE OR ELL (TYP.)BARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL)FLUSH POINT (TYP.)SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE"PERIMETER OF AREAPERIMETER DRIPLINE PIPE TO BE INSTALLED 2" - 4" FROM PERIMETER OF AREAPVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND)PVC SUPPLY MANIFOLD CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL) - SEE INSET ASUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINENON-POTABLE: XFSP DRIPLINERAIN BIRD XF SERIES BLANK TUBINGBARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFF-TEE OR RAIN BIRD XFD-CROSS (TYP.)12" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF INSTALLATIONBARB X FEMALE FITTING: RAIN BIRD XFD-TFA-075-FITTING34" PVC NIPPLE, LENGTH AS NECESSARYOPERATION INDICATOR: RAINBIRD OPERIND123456789101112131415NOTE:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ONSOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRDXF-SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS.2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUMLENGTH SHOWN IN THE ACCOMPANYING TABLE.3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50 PSI, ITIS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACHFITTING.3456789101112131482151216164-6"DRIP MANIFOLDBURIAL DEPTHXFS Dripline Maximum Lateral Lengths (Feet)Inlet Pressure psi12" Spacing 18" Spacing 24" SpacingNominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph)0.6 0.9 0.6 0.9 0.6 0.915273 155 314 25042432220318 169 353 294 508 36830360 230 413 350 586 41440395 255 465 402 65247450417285 528 420 720 48860460 290 596 455 780 5144L701NTSSub-Surface Dripline- End Feed Layout1234567891011121121213212NOTE:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ONSOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRDXF-SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS.2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUMLENGTH SHOWN IN THE ACCOMPANYING TABLE.3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50 PSI, ITIS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACHFITTING.PVC EXHAUST HEADERPVC SCH 40 TEE OR ELL (TYPICAL)BARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL)FLUSH POINT (TYPICAL)- SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR " XFS FLUSH POINT WITH BALL VALVE"PERIMETER OF AREAPERIMETER DRIPLINE PIPE TO BE INSTALLED 2" - 4" FROM PERIMETER OF AREASUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINERAIN BIRD XF SERIES BLANK TUBINGBARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFF-TEE OR RAIN BIRD XFD-CROSS (TYPICAL)12" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAIN BIRD XFS DETAILS FOR AIR RELIEFINSTALLATIONPVC SUPPLY HEADERPVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND)PVC SCH 40 RISER PIPEOPERATION INDICATOR: RAINBIRD OPERIND12345678910111213144" - 6"5L701NTSSub-Surface Dripline- Operation Indicator123FINISH GRADE / TURFOPERATION INDICATORRAIN BIRD MODEL: OPERINDSUB-SURFACE DRIPLINE: XFS DRIPLINE123NOTE:1. INSERT BARB TRANSFER FITTING DIRECTLY INTODRIPLINE TUBING.2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT ISDESIRED TO SEE SPRAY FROM THE NOZZLE, SET THEARC TO 14 PATTERN. THE FLOW FROM THE NOZZLE, 0.3GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEMDESIGN.6L701NTSSub-Surface Dripline- 1/2" Air Relief Valve in PVC HeaderFINISH GRADESUBTERRANEAN EMITTER BOX:RAIN BIRD SEB 7XB12" AIR RELIEF VALVE:RAIN BIRD ARV050TO BE INSTALLED @ HIGH POINTSIN DRIP ZONEPVC SCH 40 FEMALE ADAPTERPVC SCH 80 RISERBRICK (1 OF 2)PVC HEADER PIPEPVC SCH 40 TEE3" MINIMUM DEPTH OF 34" WASHED GRAVEL1234567891234567897L701NTSSub-Surface Dripline Flush PointNOTE:1. ALLOW A MINIMUM OF 6" OF DRIPLINE TUBING IN VALVE BOXIN ORDER TO DIRECT FLUSH WATER OUTSIDE VALVE BOX.FINISH GRADEFLUSH CAP FOR EASY FIT COMPRESSIONFITTINGS: POTABLE: RAIN BIRD MDCFCAPEASY FIT COUPLING:RAIN BIRD MDCFCOUPSUBTERRANEAN EMITTER BOX:RAIN BIRD SEB 7XBSUB-SURFACE DRIPLINE:RAIN BIRD XF SERIES DRIPLINEPOTABLE: XFS DRIPLINENON-POTABLE: XFSP DRIPLINE3" MINIMUM DEPTH OF 34" WASHED GRAVELBRICK (1 OF 2)12345671234567CONTACT: HAMPTON UZZELLECELL: 520.975.6713 EMAIL: HAMPTON@VERDANTMT.COM SRX-II Providence Development Bozeman, MT ISSUE DATE# PRELIMINARY PLAT 08/19/2024 PRELIMINARY PLAT-2ND SUB 11/01/2024 PRELIMINARY PLAT-3RD SUB 02/06/2025IRRIGATION DETAILSL701 Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 1 CD/Agency Use Only Application Number: Date Received: Stream or Waterbody: Date Accepted: Initials: Date Forwarded to FWP: This section is for all Department of Transportation and SPA 124 Permits (government projects) Project Name: Control Number: Contract Letting Date: MEPA/NEPA Compliance: ☐Yes ☐No If yes, #C5 of this application does not apply. Applicant Use This is a standardized application to apply for one or all local, state, or federal permits listed below. Check the box(s) for each permit being applied for. • Refer to the instructions to determine which permits apply to your project and submit an application to each applicable agency. • Incomplete applications will result in a delay of application processing. • The applicant is responsible for obtaining all necessary permits and landowner permission before beginning work. • Other laws may apply. Permit Agency Required Application Sections: Fee ☒ NSLPA 310 Permit Local Conservation District A-E and G No fee ☐ SPA 124 Permit Department of Fish, Wildlife & Parks (FWP) A-E and G No fee ☒ 318 Authorization 401 Certification Department of Environmental Quality (DEQ) A-E and G $250 (318); $400-$20,000 (401) ☐ Navigable Rivers Land Use License, Lease, or Easement Department of Natural Resources and Conservation (DNRC), Trust Lands Management Division A-E and G $50, plus additional fee ☒ Section 404 Permit, Section 10 Permit U.S. Army Corps of Engineers (USACE) A-G and F1-10 Varied ($0-$100) ☐ Floodplain Permit Local Floodplain Administrator A-G Varied ($25-$500+) Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 2 A. APPLICANT INFORMATION APPLICANT (party responsible for project) Providence Development, Parker Lange Has the landowner consented to the project? ☐ Yes ☐ No Mailing Address: 1450 Twin Lakes Ave., Ste. 201 City, State: Bozeman, MT Zip: 59718 Physical Address: Same as above City, State: Same as above Zip: Same as above Daytime Phone: 406-595-4560 Email: plange@providencedevco.com LANDOWNER NAME (if different from applicant) Landowner is applicant Mailing Address: NA City, State: NA Zip: NA Physical Address: NA City, State: NA Zip: NA Daytime Phone: NA Email: NA CONTRACTOR/COMPANY NAME (if applicable) Morrison-Maierle, Faith Doty Mailing Address: 2880 Technology Blvd. W City, State: Bozeman, MT Zip: 59718 Physical Address: Same as above City, State: Same as above Zip: Same as above Daytime Phone: 406-922-6772 Email: fdoty@m-m.net B. PROJECT SITE INFORMATION Refer to section B1 of the instructions 1. NAME OF STREAM OR WATERBODY at project location: Middle Creek stream/ditch Project Address/Location: Northeast of Graf and 19th Ave. Intersection Nearest Town: Bozeman County: Gallatin Geocode: 06-0798-24-2-01-04-0000, 06-0798-24-2-01-10-0000, 06-0798-24-2-01- 14-0000, and 06-0798-24-2-01-16-6500 Township: 2S Range: 5E Section: 24 ¼ Section: ¼ Section: Latitude: 45.65094607776338 Longitude: -111.05922011981143 Driving directions or other instructions needed for finding the site: From the intersection of Main Street and 19th, head south. Turn left onto W Graf street after approximately 2 miles. The project will be on your immediate left. Refer to section B2 of the instructions 2. Is the proposed activity within SAGE GROUSE areas designated as general, connected, or core habitat? ☐ Yes ☒ No Attach consultation letter if required. Refer to section B3 of the instructions 3. Is this a STATE NAVIGABLE WATERWAY? The state owns the beds of certain navigable waterways. ☐ Yes ☒ No If yes, send a copy of this application to the appropriate DNRC land office. Refer to section B4 of the instructions 4. WHAT IS THE CURRENT CONDITION of the proposed project site? What vegetation is present? Describe the existing bank condition, bank slope, height, nearby structures, and wetlands. Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 3 The 35-acre project site was formerly used for agriculture, including hay and cereal crop production. Currently, the property is left fallow as the surrounding area is developed for residential uses. Two large soil stockpiles are positioned in the middle of the property. Morrison-Maierle conducted a wetland delineation of the project area in 2023 and a re-delineation in 2024 to confirm findings, as requested by USACE. Morrison-Maierle also commissioned a third-party review of the delineation and project area due to the complex nature of the site. This review confirmed Morrison-Maierle’s findings. The property is bordered on the west by Middle Creek stream/ditch and on the east by an abandoned ditch lateral currently used for stormwater conveyance. A stormwater detention pond in the south-central portion of the property collects runoff from Graf Street and nearby developments. A large wetland that borders the headwaters of Mandeville Creek (which begins off the property, to the north) covers the northern-central area of the property. The following aquatic features received an Approved Jurisidctional Determination (AJD) from USACE in April 2025: - 4.94 acres PEM USACE jurisdictional wetlands - 0.16 acres PEM USACE non-jurisdictional wetlands - 627.2 linear feet of Middle Creek stream/ditch (OHWM) - 214.5 linear feet of a ditch lateral (OHWM) - 0.07 acre stormwater detention pond The wetland delineation report and Approved JD from USACE are attached to this application. Dominant vegetation within wetland areas include meadow foxtail, Nebraska sedge, broad leaved cattail, Kentucky bluegrass, Baltic rush, and slender sedge. Upland plant species include meadow foxtail, smooth brome, Kentucky bluegrass, Western wheatgrass, field Timothy, green bristlegrass, and scarlet pimpernel. Middle Creek stream/ditch borders the western edge of the property, flowing north. The Gallatin Conservation District classified this waterway as a “stream/ditch” in 2022. A riparian, non-wetland, area borders the ditch on either side. C. PROJECT ACTIVITY INFORMATION Refer to section C1 of the instructions 1. TYPE OF PROJECT (check all that apply) ☐ Agricultural and Irrigation Projects: Diversions, Headgates, Flumes, Riparian Fencing, Ditches, etc. ☒ Buildings/Structures: Accessory Structures, Manufactured Homes, Residential or Commercial Buildings, etc. ☐ Channel/Bank Projects: Stabilization, Restoration, Alteration, Dredging, Fish Habitat, Vegetation or Tree Removal, or any other work that modifies existing channels or banks. Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 4 ☒ Crossing/Roads: Bridge, Culvert, Fords, Road Work, Temporary Access, or any project that crosses over or under a stream or channel. ☐ Mining Projects: All mining related activities including, Placer Mining, Aggregate Mining, etc. ☐ Recreation Related Projects: Boat Ramps, Docks, Marinas, etc. ☐ Other Projects: Cisterns, Debris Removal, Excavation/Pit/Pond, Placement of Fill, Drilling or Directional Boring, Utilities, Wetland Alteration. Any other project type not listed here. Refer to section C2 of the instructions 2. Is this application for an ANNUAL MAINTENANCE PERMIT? ☐ Yes ☒ No If yes, attach an annual plan of operations to this application Refer to section C3 of the instructions 3. Why is this project necessary? State the PURPOSE OR GOAL of the proposed project. The proposed project will provide access roads and utilities to three newly platted lots: Block 1 Lot 1, Block 2 Lot 1, and Block 2 Lot 2. Road alignments are consistent with the City of Bozeman's requirements. Construction will involve road and utility installation, as well as grading, with fill placement in wetlands and waterways, as determined by the USACE's AJD of the property. Erosion and sediment control measures will be implemented to safeguard the protected/non-impact wetland and waterway areas. Refer to section C4 of the Instructions 4. Provide a brief description of the PROPOSED PROJECT PLAN and how it will be accomplished. The SRX-II development will construct local roads and utilities to serve three newly platted lots: Block 1 Lot 1, Block 2 Lot 1, and Block 2 Lot 2. Block 1 Lot 1, zoned B2-M (Community Business), has no proposed development at this time. Block 2 Lots 1 and 2 are zoned REMU (Residential Mixed Use); Lot 1 is anticipated to support multifamily housing, and Lot 2 is planned for affordable housing. One of the local roads, Staudaher Street, will cross Middle Creek stream/ditch using a culvert designed to maintain unimpeded flow. The road crossing and culvert installation are scheduled for fall 2025, when flows are typically low or absent. If water is present at the time of construction, the project will temporarily divert flow to minimize sedimentation and turbidity within the channel. Development of Staudaher Street and Lot 1 requires impacting the southern part of the large wetland on the property. The northern half of the SRX-II property, which contains the majority of the delineated wetland area, lies within a restricted lot and will not be developed under current plans. Refer to section C5 of the instructions 5. What OTHER ALTERNATIVES were considered to accomplish the stated purpose of the objective? Why was the proposed alternative selected? A No Action Alternative was considered. Under this alternative, the applicant would not construct access roads or prepare Lot 1 for future development. As a result, no fill would be placed in wetlands and Middle Creek stream/ditch and no disturbance would occur within the Middle Creek stream/ditch corridor. However, this Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 5 alternative would prevent development of Lot 1, which is designated for residential use and planned to include an affordable housing apartment building. The City of Bozeman requires the proposed road alignment to serve this and surrounding parcels, consistent with the area's subdivision and transportation plans. Without road construction, Lot 1 would remain inaccessible and undeveloped. The No Action Alternative would limit the site's potential to contribute to local housing goals, particularly efforts to address Bozeman’s shortage of affordable housing. It would also conflict with the City’s infrastructure planning and broader land use objectives for this part of town. Refer to section C6 of the instructions 6. What are the NATURAL RESOURCE BENEFITS or POTENTIAL IMPACTS? Please complete the information requested below to the best of your ability: 6a. Explain any temporary or permanent changes in erosion, sedimentation, turbidity, or increases of potential contaminants. What will be done to minimize impacts? The construction of the road crossing of Middle Creek ditch/stream will likely temporarily increase the localized sedimentation and turbidity within the waterway. These impacts are driven by the necessary excavation and construction activities and are short-term by design. The required alignment of Staudaher Street requires the crossing of the waterway to provide access via S. 19th Ave. To reduce impacts, the project design minimizes work within the bed and banks of the stream/ditch to only that required for the road crossing. The road crossing and culvert installation are scheduled for fall 2025, when flows are typically low or absent. If water is present at the time of construction, the project will temporarily divert flow to minimize sedimentation and turbidity within the channel. The diversion will be removed when in-stream work is complete and the area is stabilized. To further minimize impacts, several BMPs will be employed during construction. These include the installation of temporary erosion and sediment controls such as silt fencing, sediment barriers, and stabilized stormwater outfalls to prevent sediment-laden runoff from reaching the ditch/stream. The construction contractor shall fence off wetland areas not to be impacted with high-visibility silt fence to prevent accidental disturbance. Contractors shall conduct their work in such a manner that all soil, fuels, oils, bituminous materials, chemicals, and other harmful materials are confined within the project limits and prevent waste from entering the waterway. The contractor will also be responsible to comply with the Construction Stormwater General Permit (MTR1000000). Upon completion, disturbed areas not planned for future development will be restored to pre-construction conditions. All disturbed areas will be seeded to stabilize the soil, promote long-term vegetative cover, and prevent the establishment of noxious weeds. 6b. Will the project cause temporary or permanent impacts to fish and/or aquatic habitat? What will be done to protect the fisheries and habitat? Construction activities may cause temporary, short-term impacts to fish and aquatic habitat within Middle Creek stream/ditch, primarily due to potential increased sedimentation from earth-disturbing activities. To minimize these impacts, the project incorporates sediment and erosion control BMPs, including silt fences and stabilized stormwater outfalls, to filter sediment and slow runoff. After construction, all disturbed areas will be seeded to stabilize soils and reduce long-term erosion. The culvert is designed with an appropriate length to ensure safe and effective fish passage, maintaining the integrity of aquatic habitat throughout the project area. Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 6 Work within the channel is scheduled for fall 2025, when flows are typically low or absent. If water is present at the time of construction, the project will temporarily divert flow to minimize sedimentation and turbidity within the channel. 6c. What will be done to minimize temporary or permanent impacts to the floodplain, wetlands, or riparian habitat? Disturbance to Middle Creek ditch/stream will be temporary with the exception of the culvert and road crossing. The project is not within a mapped floodplain (FEMA 2025); no permanent impacts to the floodplain will occur. After construction, all disturbed areas outside of the road area will be seeded to minimize impact to Middle Creek ditch/stream. The project will remove as few trees and shrubs as practicable while still ensuring project success. Wetland and riparian areas not to be disturbed will be flagged or fenced off with high-visibility silt fence to prevent accidental impacts. 6d. What efforts will be made to decrease flooding potential upstream and downstream of the project? The project is not within a FEMA designated floodplain. No permanent impacts to the local floodplain will occur. The proposed culvert and road crossing of Middle Creek ditch/stream will accommodate existing flow conditions and reduce obstruction, allowing for the existing flow of water through the channel. 6e. Explain any potential temporary or permanent changes to the water flow or to the bed and banks of the waterbody. What will be done to minimize those changes? The project will result in minor, permanent changes to the bed and banks of Middle Creek stream/ditch at the proposed culvert crossing. These changes are limited to the installation of the culvert and associated bank grading. To minimize impacts, the culvert is designed to maintain existing flow patterns and convey anticipated stormwater volumes. Construction will follow best management practices to reduce erosion, stabilize disturbed banks, and protect downstream conditions. No other permanent or temporary changes to water flow are anticipated. 6f. How will existing vegetation be protected and its removal minimized? Explain how the site will be revegetated, including weed control plans. The project will minimize vegetation removal by limiting ground disturbance to the footprint necessary for road construction, utility installation, and grading. Construction fencing will clearly demarcate work limits to protect adjacent vegetation (e.g. high-vis silt fence), especially near the wetland and along Middle Creek stream/ditch. Where removal is unavoidable, disturbed areas not planned for future development will be restored to pre- construction conditions. All disturbed areas will be seeded to stabilize the soil, promote long-term vegetative cover, and prevent the establishment of noxious weeds D. CONSTRUCTION DETAILS Refer to section D1 of the instructions 1. Proposed CONSTRUCTION DATES: Start: Jun-2, 2025 End: Nov-26, 2025 Is any portion of the work already completed? ☐ Yes ☒ No If yes, please describe previously completed work: Refer to section D2 of the instructions 2. PROJECT DIMENSIONS. Describe the length and width of the project. Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 7 The proposed project will impact 0.48 acres of wetlands and 374 SF (0.01 acre) of Middle Creek stream/ditch. The dimensions of the road, lots, and utility lines are provided on the attached exhibits. Refer to section D3 of the instructions 3. MATERIALS. Provide the total quantity and source of materials proposed to be used or removed. Note: this may be modified during the permitting process, therefore it is recommended that you do not purchase materials until all permits are issued. List soil/fill type, cubic yards and source, culvert size, rip-rap size, and any other materials to be used or removed on the project. Cubic yards/ Linear Feet Size and Type Source Wetland a) +943.0 CY b) -782.3 CY c) +649.5 CY d) +43.8 CY e) +93.2 CY Middle Creek ditch/stream 1) +8.6 CY 2) -5.8 CY 3) +11.7 CY 4) +1.3 CY 5) 74 LF Wetland a) Native fill b) Native cut c) Roadway gravels d) Concrete e) Asphalt Middle Creek ditch/stream 1) Native fill 2) Native cut 3) Roadway gravels 4) Concrete 5) Asphalt 6) 51” x 31” RCP culvert Wetland a) Sourced on-site b) NA c) TMC gravel pit, or as determined by Contractor d-e) As determined by Contractor Middle Creek ditch/stream 1) Sourced on-site 2) NA 3) TMC gravel pit, or as determined by Contractor 4-6) As determined by Contractor Refer to section D4 of the Instructions 4. EQUIPMENT. List all equipment that will be used for this project. How will the equipment be used on the bank and/or in the water? Note: all equipment used in the water must be CLEANED, DRAINED, AND DRY. Construction activities will use standard heavy equipment, including excavators, bulldozers, loaders, and dump trucks, to complete earthmoving, grading, and utility trenching. A compactor and motor grader may also be used to prepare roadbeds. Will equipment from out of state be used? ☐ Yes ☐ No ☒ Unknown Will the equipment cross west over the Continental Divide to the project site? ☐ Yes ☐ No ☒ Unknown Will equipment enter the Flathead Basin? ☐ Yes ☐ No ☒ Unknown E. REQUIRED ATTACHMENTS 1. Plans and/or drawings of the proposed project should include: a. Plan/Aerial View Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 8 b. An elevation or cross-section view c. Dimensions of the project (height, width, depth in linear feet) d. Location of storage stockpile materials and location of fill or excavation sites e. Drainage facilities f. Location of existing/proposed structures, such as buildings, utilities, roads or, bridges g. An arrow indicating north h. Site photos 2. Attach a vicinity map or a sketch, which includes: The water body where the project is located, roads, tributaries, and other landmarks. Plan an "X" on the project location. Provide written directions to the site. This is a plan view (looking at the project from above). 3. If requesting a Maintenance 310 Permit, attach an Annual Plan of Operation. 4. Attach an Aquatic Resource Map, which documents the location and boundary of all waters of the U.S. in the project vicinity and includes wetlands and other special aquatic sites. Show the location of the ordinary high- water mark of streams or waterbodies if requesting a Section 404 or Section 10 Permit. Include the ordinary high-water mark delineation on plans or drawings and/or a separate wetland delineation. F. ADDITIONAL INFORMATION FOR US ARMY CORPS OF ENGINEERS (USACE) SECTION 404, SECTION 10, AND FLOODPLAIN PERMITS Refer to section F of the instructions Section F should only be filled out by those needing Section 404, Section 10, and/or Floodplain permits. Applicants applying for Section 404 and/or Section 10 permits must complete questions F1-10. For questions on Section 404 and/or Section 10 permits, contact the USACE by telephone at 406-441-1375 or by email at montana.reg@usace.army.mil. Applicants applying for Floodplain permits must complete all of Section F. Refer to section F1 of the instructions 1. Does the proposed activity and/or property have permitting history with USACE? If yes, and available, provide the USACE project number(s) associated with the previous permits, including no permit required letters and approved jurisdictional determinations. NWO-2023-00853-MT Refer to section F2 of the instructions 2. Identify the specific Nationwide Permit(s) that you want to use to authorize the proposed activity. No. 29 – Residential Developments. Refer to section F3 of the instructions 3. Provide the footprint of impacts and the quantity of materials proposed to be placed in wetlands and/or below the ordinary high-water mark in waters of the United States. Delineations are required of wetland and other special Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 9 aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the project site. 3a. What is the length and width (or square footage/acreage) for each impact occurring within the waters of the United States, including wetlands? -0.48 acres (21,122 SF) of jurisdictional PEM wetland -0.01 acres (374 SF) of Middle creek ditch/stream 3b. How many cubic yards of fill material will be placed below the ordinary high-water mark, in a wetland, stream, or other waters of the United States? Refer to section F4 of the instructions Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 10 4. How will the proposed project avoid or minimize impacts to waters of the United States? Attach additional sheets if necessary. The construction of the road crossing of Middle Creek ditch/stream may temporarily increase the localized sedimentation and turbidity of the waterbody at the project site. These impacts are driven by the necessary excavation and construction activities and are short-term by design. The required alignment of Staudaher Street requires crossing at this proposed location. The road crossing and culvert installation are scheduled for fall 2025, when flows are typically low or absent. If water is present at the time of construction, the project will temporarily divert flow to minimize sedimentation and turbidity within the channel. The diversion will be removed when in-stream work is complete and the area is stabilized. To further minimize impacts, several BMPs will be employed during construction. These include the installation of temporary erosion and sediment controls such as silt fencing, sediment barriers, and stabilized stormwater outfalls to prevent sediment-laden runoff from reaching the creek. Contractors shall conduct their work in such a manner that all soil, fuels, oils, bituminous materials, chemicals, and other harmful materials are confined within the project limits and prevent waste from entering the waterway. The contractor will also be responsible to comply with the Construction Stormwater General Permit (MTR1000000). Upon completion, the site will be restored to pre-construction conditions. All disturbed areas will be seeded to stabilize the soil, promote long-term vegetative cover, and prevent the establishment of noxious weeds. Refer to section F5 of the instructions 5. Will the project impact(s) be equal to or greater than 0.10 acre of wetland and/or 0.03 acre of stream or other waters? If yes, describe how the applicant is going to compensate (mitigation bank, in-lieu fee program, or permittee responsible) for these unavoidable impacts to waters of the United States. Yes. The applicate will purchase credits through the Upper Missouri Mitigation Bank, an authorized USACE stream and wetland mitigation bank. Initation of the transaction will occur pending receipt of this 404 permit from USACE. David Patrick, the primary contact with the mitigation bank, stated that credits were available for purchase in an April 2025 email. Refer to section F6 of the instructions 6. Is the proposed activity within any component of the National Wild and Scenic Rivers System, or a river that has been officially designated by Congress as a “study river?” ☐ Yes ☒ No Refer to section F7 of the instructions 7. Does this activity require permission from the USACE because it will alter or temporarily or permanently occupy or use a USACE authorized civil works project? (Examples include USACE owned levees, Fort Peck Dam, and others). ☐ Yes ☒ No Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 11 Refer to section F8 of the instructions 8.List the ENDANGERED AND THREATENED SPECIES and CRITICAL HABITAT(S) that might be present in the project location. The U.S. Fish & Wildlife Service’s Information for Planning and Consulting (IPaC) tool lists the following species as potentially present at the project area: -Canda lynx (Threatened) -Grizzly bear (Threatened) -Monarch butterfly (Proposed Threatened) -Suckley’s Cuckoo Bumble Bee (Proposed Endangered) The project area does not contain critical habitat for any of these species. As the project is situated within the town of Bozeman (population ~57,000) it is extremely unlikely that Canda lynx and/or grizzly bear would pass through or near the project area. These species prefer remote and undisturbed landscapes far from human presence and are therefore unlikely to habituate the project area. The project footprint is small, previously disturbed, adjacent to residences, businesses, and transportation networks. Individuals of these species that may be in the area will likely avoid the town of Bozeman and the project area due to noise and human activity. Individual monarch butterflies may pass through the project area; however, no milkweed populations, the preferred habitat of the monarch butterfly, were documented within the project area. Suckley’s cuckoo bumblebee is unlikely to be present in the project area due to its proximity to urban infrastructure (MNHP 2025). There is possibility that individuals may pass through the project area on occasion, however there is more suitable and preferable habitat within 10 miles of the project area. The IPaC report is attached to this application. Refer to section F9 of the instructions 9. List any HISTORIC PROPERTY(S) that are listed, determined to be eligible or are potentially eligible (over 50 years old) for listing on the National Register of Historic Places. SHPO request submitted on 4/15/2025 identified that the project will impact Middle Creek Ditch, which has been determined eligible for the National Register of Historic Places. See attached documentation. The applicant previously commissioned Hope Archaeology to assess Middle Creek Ditch at the property immediately south of this project site. The CU-R Form (10/2023) from that investigation is attached to this application. Refer to section F10 of the instructions 10. List all APPLICABLE LOCAL, STATE, AND FEDERAL PERMITS and indicate whether they were issued, waived, denied, or pending. Note: all required local, state, and federal, or proof of waiver must be issued prior to the issuance of a floodplain permit. -404, USACE (pending) -310, Gallatin Conservation District (pending) Joint Application for Proposed Work in Montana’s Streams, Wetlands, Floodplains, and Other Waterbodies Version: 11/15/2024 https://dnrc.mt.gov/Licenses-and-Permits/Stream-Permitting/ Page 12 -318 FWP (pending) Refer to section F10 of the instructions 11. List the NAMES AND ADDRESS OF LANDOWNERS adjacent to the project site. This includes properties to and across from the project site. Note: Some floodplain communities require certified adjoining landowner lists. NAME/ADDRESS OF Adjacent Landowner: NA – no floodplain permit required NAME/ADDRESS OF Adjacent Landowner: NAME/ADDRESS OF Adjacent Landowner: NAME/ADDRESS OF Adjacent Landowner: Refer to section F11 of the instructions 12. Floodplain Map Number: 30031C0848E, effective April 21, 2021 Refer to section F11 of the instructions 13. Does this project comply with local planning or zoning regulations? ☒ Yes ☐ No