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HomeMy WebLinkAbout638300224881208063) Z-01229 Valley West Ph, 1 Parks System Master Plan Bozeman Lakes, LLC i p 4 VAL Y WEST SUBD6VISION BOZEMAN, MONTANA 3 qEQ w(t� � p ,• � I��t>�. ' alf� �5 ,` p�t f�J�k,, ^� tlf PLANNED UNIT DEVELOPMENT PARK SYSTEM MASTER PLAN for VALLEY WEST SUBDIVISION JANUARY 2008 Applicant by: THE ASPEN GROUP for: BOZEMAN LAKES L.L.C. PREPARED BY: FIN p PL) Peaks t� 'NaIRS >S13R' "ID LANDSCAPE ARCHITECTURE 1 PLANNING I ENVIRONMENTAL DsSIGN 404 N. 31 st Street, Ste. 405 I)EP-T OF I Billings, Montana 59101 AM` MUN1 fT� Ph. 406-294-9499 Fax 406-294-967 www.peakstoplains.com y �f INASSOCIATION WITH: \ in ti-rinsi[i MORRISON ; The As en Grou &I MAIERLE,INC. , vA J5 Environs A R C H I T E C T U RE INVIsti'I'\tEN'I'•UR�'I:LOPA1h:V'I' vo r nn rot Irmapwa 8®n n smx e'Te.W1.pli rrrgm.un CONFLUENCE incorporated i A i a34 AL �N Apppoiw LAkMWG �HN rental Services �aaks tU Tla!RS DeS1,9RC Joe �• LANDSCAPE ARCHITECTURE I PLANNING / ENVIRONMENTAL DESIGN July 25, 2008 Brian Krueger City of Bozeman 20 E. Olive Street PO Box 1230 Bozeman, Montana 59771 RE: Valley West Parks Master Plan Update Dear Brian: We are pleased to present to you the Valley West Parks Master Plan Update, with the changes recommended in your letter dated 13 March, 2008 to Intrinsik Architecture, Inc. According to that letter,there were four items that needed to be addressed. "1. The parks plan shall demonstrate and note that Wing Lake and the associated wetlands shall not encroach in the 90 foot easement for Laurel Parkway." Please refer to Appendix#1 S, the revised graphic acknowledges this item • 112. An exhibit shall be submitted that overlays the 90 foot easement for Laurel Parkway over the grading plans for Wing Lake." Please refer to Appendix#13, Figure A. (after the reclamation plans) "I Language shall be added to the park plan that a safe crossing will be provided between the two lakes either through a safe design for a mid-block crossing or that the trail routing and park design guide users to cross at the intersections at the north and south ends of the block." Please refer to the narrative,pages S and 6 for this text - "4. A trail link shall be provided to the south into the large park planned for the northeast f corner of the Norton East development. This trail connection shall be shown on a revised Parks Master Plan exhibit." Please refer to Appendix#15, the revised graphic acknowledges this connection. Best regards, Jolene Rieck, ASLA Landscape Architect 0 404 North 3 1 st Street,Suite 405 Billings,Montana 59 101 Phone: 0. 406.294.9670 s �► 1'e�ks t(o T1a1ns �es1,9n� • LANDSCAPE ARCHITECTURE I PLANNING / ENVIRONMENTAL DESIGN January 30, 2008 Brian Krueger City of Bozeman 20 E. Olive Street PO Box 1230 Bozeman, Montana 59771 RR Valley West Parks Master Plan Update Dear Brian: The design team for Valley West is submitting a minor PUD amendment and park master plan update to the adopted park master plan for Valley West (2006). The purpose for the update is to fulfill the wetland mitigation requirements set forth by the United States Army Corps of Engineers (USACE). The 404 permit requires that the mitigation sites be completed by November 2008. Because any construction within park lands must comply with the park master plan, we feel that this update is necessary to accurately depict the • changes necessary to fulfill our permit requirements. A full explanation of the 404 permit requirements is included in the appendix of the park master plan under "Critical Lands." The park master plan shows the proposed mitigation area as "Wing Lake Park." The upcoming wetland construction prompted the project team to develop the design for the wetlands and parks in greater detail to ensure that they blend seamlessly with the park plan. The program elements for the park are nearly the same. However, they have been reconfigured to provide a vastly improved design that includes 100 percent street frontage and better connectivity. The land around the park has been master planned and approved as a part of a PUD. None of that land has been submitted for preliminary plat. At this time, the applicant is completing only the construction tasks necessary to fulfill the wetland mitigation requirements. This includes the rough grading, water control structures, wetland sod placement, seeding, and containerized plant installation. As the perimeter lands are platted, detailed park construction drawings for playgrounds, irrigation systems, picnic shelters, etc. will be submitted to the City with each platted phase. A cost estimate has been prepared that shows the improvements and responsible party for each corresponding phase(see Appendix 8). The park master plan binder contains an updated project narrative outlining the important aspects of the parks system at Valley West. The narrative is very similar to the currently adopted plan; however, the section regarding Wing Lake Park has been updated to reflect the recent design development. Other modifications include the latest version of the City 404 North 3 1 st Street,Suite 405 Billings,Montana 59 101 Phone: 0. 406.294.9670 • of Bozeman Parks Department's design guidelines and a brief description of the park elements implemented since the last submittal. Also included in the appendix are all of the construction drawings of improvements installed to date. Full-sized construction drawings have been submitted to the Park's Department for approval with each project. The half-sized sheets have been included with this submittal for reference. The park land improvements at Valley West are a source of pride not only for the applicant and design team, but for the neighborhood and community as well. The developments implemented at Meyer's Lake are used and appreciated by a variety of residents from the entire Bozeman community. The high standard met by Valley West's existing .parks will be replicated through the.final phases, including the Wing Lake Park development. On behalf of the applicant and the project team, we would welcome the opportunity to discuss with you and the reviewing entities our goals for this project and to answer any questions. We look forward to hearing from you soon. Best regards, • Jolene Rieck, ASLA Landscape Architect 0 • TABLE OF CONTENTS PROJECT LOCATION AND HISTORY.......................................................................... 1 PROPOSEDUSES ............................................................................................................. 1 PHASEDAND FLEXIBLE............................................................................................... l CONTEXTAND PLACE ..................................................................................................2 SPECIFIC PARK AREAS..................................................................................................2 MeyersPark...........................................................................................................2 BronkenFields.......................................................................................................4 Baxter Springs Natural Area..................................................................................4 WingLake Park.....................................................................................................4 Greenwaysand Open Spaces.................................................................................7 ENVIRONMENTAL SUSTAINABILITY........................................................................7 SPECIFIC SITE AMMENITIES—CITY OF BOZEMAN DESIGN GUIDELINES .......7 IrrigationSystems..................................................................................................7 Playgrounds ...........................................................................................................8 GravelTrails..........................................................................................................8 BridgeCrossings....................................................................................................9 Restroom Construction..........................................................................................9 SoilPreparation.................................................................................................... 10 AcceptableSoils .................................................................................................. 10 HillsideGrades .................................................................................................... 10 Seeding ................................................................................................................ 1.1. Site Furniture and Amenities............................................................................... 11 • PARKS MAINTENANCE PLAN.................................................................................... 11 IMPLEMENTATION....................................................................................................... 14 APPENDIX SITE PLAN FOR ENTIRE Si:BDIVISION...................................................................... 1 DRAINAGEAREAS .........................................................................................................2 UTILITIESPLAN..............................................................................................................3 ZONING &OWNERSHIP FOR ADJACENT PROPERTIES..........................................4 CRITICALLANDS............................................................................................................5 GEOLOGY, SOILS &SLOPES.........................................................................................6 PHASINGPLAN................................................................................................................7 COST ESTIMATES FOR REMAINING IMPROVEMENTS..........................................8 PHASE l PARK CONSTRUCTION DRAWINGS...........................................................9 PHASE 2 PARK CONSTRUCTION DRAWINGS......................................................... 10 PHASE 3 PARK CONSTRUCTION DRAWINGS......................................................... 11 PHASE 4/5 PARK CONSTRUCTION DRAWINGS...................................................... 12 WING LAKE WETLAND MITIGATION CONSTRUCTION DRAWINGS................ 13 OVERALL MASTER PLAN (EAST OF COTTONWOOD ROAD).............................. 14 OVERALL MASTER PLAN (WEST OF COTTONWOOD ROAD)............................. 15 • ACKNOWLEDGEMENTS • Applicant: Landscape Architect: The Aspen Group Peaks to Plains Design,P.C. For: Bozeman Lakes,L.L.C. 404 North 3 1"Street, Suite 405 25A Clifden Drive Billings,Montana 59101 Bozeman,Montana 59715 Ph. (406) 294-9499 Planning/Architect: Civil Engineer: Intrinsik Architecture Morrison-Maierle, Inc. l 11 North Tracy Avenue 901 Technology Blvd. Bozeman, Montana 59715 Bozeman,Montana 59771 Wetlands &Wetland Permitting: Environmental Design: Vaughn Environmental Confluence Consulting Inc. 8353 Saddle Mountain Rd. 1115 N. 7th Avenue Bozeman,Montana 59715 Bozeman, Montana 59715 • • 2 i +� • VALLEY WEST SUBDIVISION PLANNED UNIT DEVELOPMENT Park System Master Plan Project Location and History Valley West is located south of Durston Road, west of Ferguson Road, north of West Babcock Street and is divided by Cottonwood Road in Bozeman. Valley West is a residential planned unit development (PUD) under multiple phases for construction. The initial park master plan was submitted with the overall PUD approval process and was updated in 2006. The initial master plan indicated that 94 acres of park and open space would be allocated, placed appropriately along drainage and existing creek corridors and to take advantage of the centralized placement within the development. Historically, the property consisted of agricultural lands for crops and pasture. In the far northwest corner of the PUD, a gravel pit exists, which has filled with the ground water. Ground water is very high in this area allowing for shallow water wetlands, open ponds and diverse habitats. The property is on the far west end of Bozeman, so surrounding uses are agricultural lands, a private school and private residential development. Proposed Uses • The Park Master Plan for Valley West will continue to guide the landscape design, park use and maintenance. Landscape and park amenities are implemented in phases as the building lots and related infrastructure is developed. The plan describes an overall landscape concept that implemented in phases, will yield a cohesive development. Recommendations include: 11 • Tree lined streets with consistently spaced street trees with variety in species between neighborhoods • Similar treatments of public spaces throughout the development including greenways and parks. Landscaping will include natural areas, developed parks and transitional spaces. • Consistency between overall site/paving details through out the development and details within a neighborhood. Phased and Flexible The phased improvement plan allows for logical implementation strategies that balance up front developer costs with phased improvements. Implementation strategies include construction of some landscape and park improvements by the developer concurrent with subdivision infrastructure, as adopting design guidelines and regulations requiring a certain level of landscaping as well as leaving opportunities for new residents to suggest enhancements such as play areas or sports courts. • CCR's require owners to plant lawn and street trees in the boulevards. The type • and spacing of trees will be recommended on the master plan, typically 50 feet on center on residential streets. 1 0 i • CCR's require fencing or hedges along greenways and alleys to be a maximum of • 4-1/2' in height and constructed to architectural standards. Detailed construction documents outlining specific improvement items have been and will continue to be submitted with each phase of construction. These plans have been reviewed by the Park's Department prior to the start of park land construction. In addition, record drawings for each phase will continue to be submitted to the parks department after the current phase of park construction, but prior to the start of the next phase of park construction. Context and Place The landscape is designed to be sensitive to the place and context and consistent with new urbanism tenets. ■ The Park and open space designs blend the informality of the ditches, drainages and natural environment with the formality of dense urban development. Informal clusters of native plants have been dispersed along the greenways and in the parks. Species within the parks and greenways will be natives or adapted natives. ■ The existing and proposed wetlands are integrated into the overall design by varying the dimension and defining a natural edge along the minimum 100' corridor by "contour mowing". This will be similar to the fairway and rough edges of a golf course. ■ Three levels of landscaping are recommended: Native, Transitional, and • Traditional The landscape design creates a recognizable pattern in the landscape that orients visitors and provides clues to "way finding" ■ Consistent and traditional planting of shade trees along arterials. ■ Dominant planting of a theme street tree species within each neighborhood/phase. ■ Use of Canada Red Chokecherry where pathways intersects the alleys and streets. ■ Clusters of Aspens at focal points such as development entry or pedestrian intersection in the greenway. ■ Consistent development of the greenways along the project perimeter. Specific Park Areas The plan shows a hierarchy of parks and open spaces to serve community and the neighborhood's active and passive recreational needs. There are over 90 acres of park and open lands throughout the Valley West Subdivision. ■ Meyers Park Meyers Park includes a five acre lake (Meyers Lake) that has a wetland fringe and fisheries component. A future • boardwalk out the deepest area of the lake will allow for easy access for 2 i 0 • fishing. This area provides opportunities for walking, fishing and observation and includes a full range of landscape treatments from natural areas to manicured park areas. Extensive planning and construction activities were a central focus of completing the design for a 5-acre lake. The lake has a wetland fringe around the edges. These edges received wetland sod that was harvested from I nearby wetlands to provide an adequate seed source andM" erosion control. The shape of the lake has undulating ' edges to increase shore line area, but to also provide visual interest and opportunities for wildlife enhancement. A small pond was constructed on the east side of the lake and is fed by groundwater. The lake has one water control inlet and one water outlet discharging to the Maynard-Border Ditch. Meyer's Lake was stocked in 2007 with one of Montana's remaining native fish species, Westslope Cutthroat Trout. This public amenity has been well- received. On the east side of the Maynard-Border Ditch, a more formal park area has been developed. This area contains a sand volleyball court with benches for spectators. In addition, a future large park shelter will be available for picnics, neighborhood parties and general public use. The shelter is located in close • proximity to on-street parking and will have many trash receptacles in close vicinity. An open space to the south of the shelter will allow for family games and other staging events. Meyers Park extends south of Cascade Street in an area �— that was completed in phase 1 and phase 2 of the PUD ' developments. The entire Maynard-Border Ditch corridor was enhanced extensively by planting clusters # — of native woody species. These wetland species are supplemented with a drip irrigation system. Other items in this park area include gravel trails, benches, -- bollard lighting and open space. A small playground area was installed in 2003 that contains a buck-a-bout, a slide and a swing set. In 2005, the playground was expanded with a larger, multi-functional playground structure, approved by the City Parks Department. On the west landform extending into Meyers Lake, four structures form central pavilions that are arranged in quadrants around a central seating area. .' The layout of pavilions allows for flexible use by ' it , , small or large groups and maintains a connection with • the adjacent lake access area. The architecture and 3 i materials are consistent with other structures in the parks that accentuate the • landscape and reference historical structures of the area. ■ Bronken Fields This is an active recreational complex, dedicated to soccer. The surface is covered with turf grass that has full irrigation. The master plan shows connections from this park area to the lake with a series of trails and boardwalks. The fields are owned and operated by the City of Bozeman. Valley West provided the land for the complex. A paved parking lot was installed in 2007. A bathroom building with concession space and maintenance equipment storage area is within this complex. The soccer fields will serve as the primary active use area for the Valley West PUD as well as surrounding developments. ■ Baxter Springs Natural Area The Baxter Springs Natural Area consists of a wetland complex created adjacent to the Baxter Creek floodplain. The wetlands complex encompasses a mosaic of shallow open water areas that provides valuable waterfowl habitat. Native woody species were planted in clusters to simulate natural conditions and to enhance the structural diversity of the complex. Pedestrian- load boardwalks were used to transverse the sensitive wetland areas. The trail system will connect the ~ Baxter Creek complex to the remainder of the 1 '� subdivision. The trails have been designed to allow -' • for a minimum amount of human traffic through the *^ wetlands to further enhance the wildlife habitat. As such, motorized vehicles are not allowed through the complex. ■ Wing Lake Park Wing Lake Park will be the premier destination for neighborhood and community residents alike. The existing water body will be enlarged as gravel is extracted for use in building roads for the subdivision. Upon reclamation of the pit, the lake perimeter will be designed for active and passive recreational uses. The Lake will consist of two lobes, with the east lobe (called Wing Lake East) that encompasses more open, natural spaces that maximize wildlife use, while allowing minimal human disturbance. With fewer programmed uses, this area will provide a transition from the Baxter Springs Natural Area to Wing Lake Park's active use areas. Natural area amenities will consist of gravel trails and boardwalks. The west lobe (called Wing Lake West) has an active recreation component with enhanced park amenities, programmed use areas and more formal park lawns. • 4 0 • • Vegetation around Wing Lake East will consist of native trees, shrubs and grasses. A wetland fringe will be created around the entire perimeter of the east lobe providing vegetation cover and insect habitat required for the resident fish population. Due to the overwhelming popularity of the fishing at Meyer's Lake, the applicant is working with the Montana Fish, Wildlife and Parks (MT FWP) to address the co-management of the fishery in Wing Lake. Large, flat stones will be installed at the water's edge in several locations to provide fishing access and to improve safety and prevent erosion of the shoreline. The lake design has incorporated a natural and varied shoreline with a low. transition angle and will have a maximum depth of 20-25 feet. This was a requirement of the 2006 park master plan approval. An Ambient Water Rule passed in July 2003 adopted federal standards for bathing that apply to public lakes. The Ambient Water Rule is referenced in the US Federal Register-40 CFR, Part 136, Volume 68, Number 139. The Ambient Water Rule recommends testing for Escherichia coli (E. coli) and Enterococci. A baseline will be established by sampling Wing Lake for the recommended microbiological parameters three times during the anticipated period of use from June to October. The lake will be sampled once during the summer in subsequent years. The active recreational uses are located primarily along the north shores of the • Lake. This concentration of uses in a common area allows for better management strategies, including safety, related activities and combined infrastructure. According to the recent PROST plan, the community has indicated a need for basketball courts. This recreational amenity has been added to the Wing Lake East area and includes the space for two full-sized basketball courts. When constructed, they will have an asphalt pavement and four hoops. The courts are immediately adjacent to each other in order to provide for maximum flexibility if several half-court games are desired. The remaining north shore edge will consist of unprogrammed open space consisting of lawns and irrigation. Berming surrounds the courts to allow for spectator observation as well as backless benches between the trail and courts on the west side. This unprogrammed area will serve as a transition space from the nearby lots to the natural edges created by the east lobe of Wing Lake. The hub of activity at Wing Lake occurs along the north shore of Wing Lake West. Several components allow for multiple activities in a concentrated area. Due to the number of activities, the main pedestrian walkways will be sidewalks, in lieu of gravel trails. The remaining pathways will be • constructed to the City of Bozeman gravel trail standards. A safe crossing will be provided between the two lakes, either through a safe design for a mid- 5 • s block crossing, or through trail routing and park design that will guide users to • cross at the intersections at the north and south ends of the block. A 24-stall off-street paved parking lot will be built off of Westmorland Drive. This parking lot will have two two-way ingress and egress points for ease of vehicular circulation. The remaining park perimeter has over 100 parallel on- street parking spaces to accommodate use. A sign in a landscaped bed will greet users to Wing Lake Park. Next to the entry, a large "plaza" area will be available for gatherings. This grassy area, 50 feet by 50 feet will accommodate 25 tables for up to 200 people. The space will provide an opportunity for wedding receptions, birthday parties or other activities within the park. The orientation and design will still allow for other users to utilize the park if the plaza is occupied. Two picnic shelters will be placed nearby the parking lot, both taking advantage of the views across the lake and access to the other site amenities. One of the shelters will have attached a restroom facility with City water and sewer services. This facility is faced towards the street for safety and security. A tot-lot (ages 2-5) and school-age playground (ages 5-12) is sited to the west of the restroom/shelter. Its 009 orientation allows for additional security and separation from the water's edge. Playground equipment will comply with the City of Bozeman • Design Guidelines. Berms will be placed around the playground for spectator viewing. A hopscotch board will be imprinted into the surrounding concrete for an added play value. A play structure has not been selected, but will be submitted for approval by the City. A large amphitheater that will seat over 200 4. N people will be built along the water's edge. The spectators will overlook Wing Lake. The stage is an open stage, but the surrounding space will .r ;r allow for a temporary band shell. The purpose of this feature is to provide daytime opportunities for ' outdoor concerts, impromptu gatherings and serve as an educational area regarding the lake. A dock will provide fishing access for this area of the Lake. It is designed to allow for four tables with seating as well as a fishing platform that conforms to ADA guidelines. Additional water access is provided to the west of the amphitheater. This gradual grade with a safety shelf is free of woody species for water access. Through the wetland construction, several fishing access points, constructed of natural materials, are incorporated into the shoreline. • 6 • The remaining areas along Westmorland Drive allow for unprogrammed open space with lawns and irrigation. A flat, open space is purposefully placed to the east of the plaza and is surrounded by berms for recreational use. • Greenways and Open Spaces The initial phases of the parks and open spaces include landscaped greenways and natural parks. The r °' improvements already implemented provide pedestrian connections to the City's trail system as well as connections between streets throughout neighborhood. The greenway provides a variety of passive and active recreational uses and built in opportunity for additions by future residences. Environmental Sustainability The landscape concept is environmentally responsible, sustainable and well integrated with infrastructure. ■ Plantings in drainage swales will be informal and a placed to take advantage of supplemental moisture. ■ A hierarchy of landscaping is proposed requiring various levels of maintenance and water. - Natural wetland areas are enhanced with streamside and waters edge plantings. The native - • grass cover in existing wetlands will remain undisturbed. Areas disturbed by construction will be reseeded. Grass in these areas will receive not supplemental irrigation. Woody plants were temporarily irrigated to aid in establishment. Maintenance requirements will be minimal once the grass is established. - Transitional areas will be seeded with a broad-spectrum seed mix of native and adapted sod forming species. These areas will receive supplemental water from an automatic, spray irrigation system. These areas occur along park edges. The level of refinement will be determined by maintenance practices. More frequent mowing and watering will yield a more refined appearing landscape. Maintenance will consist of some watering and periodic mowing. The trees in these areas will be drip irrigated, as the amount of water the transitional grass areas will receive will be less than required to establish healthy trees. - Traditional Landscape Areas will be seeded with turf grasses (or sodded). These areas will be automatically irrigated using spray irrigation. The appearance will be traditionally suburban in style. Maintenance will consist of regularly mowing and watering. Visually, these area will relate to the expected style of landscaping of properties through out the development • 7 Specific Site Amenities— City of Bozeman Design Guidelines (Updated 02/01/07) • Irrigation Systems Irrigation systems will be compatible with Maxicom systems. [Please note that approval was given by the Parks Department to utilize Hunter Controllers at Valley West]. All irrigation lines shall be schedule 40 PVC. Pipe shall be installed at a minimum depth of twelve inches, main lines at eighteen inch minimum depth, with 4 inches of sand shall be placed beneath pipe and four inches of sand above the pipe to prevent compaction and settling. No stacking of irrigation lines shall be permitted. Sprinkler heads will be installed on manufactured swing joints (Schedule 80 with o-rings). Heads to be installed must be approved by the Parks Division and shall be gear driven, with interchangeable nozzle sizes, unless noted otherwise, and shall be capable of producing the specified GPM and coverage area and shall be set to the manufacturers' specifications. Electrical locate tape shall be installed along all lines. Upon completion of installation, all warranty and maintenance information, as well as well logs and pump warranties and information, if applicable, and an "as-built" drawing will be supplied to the City of Bozeman Parks Division. The water sources for these parks are wells that are located throughout the subdivision. The wells have been drilled to an average of 60 feet in depth. The maximum output of water is 35 gallons per minute as allotted by the State of Montana DNRC for water rights. Additional water rights were pursued; however, the time and expense associated with attempting to gain these rights outweighed the costs for additional wells. • Playgrounds Playgrounds must be installed on property owned by the City = of Bozeman. All playgrounds must be approved by a Certified Playground Safety Inspector (CPSI) and meet ASTM F1487- 01, CPSC and ADA guidelines and specifications. Playgrounds shall be age appropriate, for area served, and be signed accordingly. There must be an adequate use zone area around equipment, approved material in use zone, which meets impact attenuation criteria as specified in ASTM 1292, and adequate drainage. All installation plans, materials list, construction guidelines, maintenance information and manufacturer's name must be supplied to the City of Bozeman's Parks Division, upon completion of playground installation. All work will be overseen and approved by a CPSI. No wooden structures will be approved. Gravel Trails All gravel trails located within the subdivision will be constructed to meet the City of Bozeman d4 a•m a aeom of ye•mmu9 trail standards. Class II trails shall be a minimum ,aetxim7n%`myma„� of 72 inches in width. The trail bed must be „`:° `{ ' excavated six inches deep' prior to installation of �� �^i:�� Kamranoadsuncemes% tread mix. Tread mix shall be installed in two �COMP2 W4=rbed WbVade:Us c pamd m • parts. The first 3 inch lift shall be of 3/a inch road 95%"m dHWb 8 • mix, compacted. The second 3 inch lift shall be 3/8 inch minus gravel (natural fines). Natural fines used for these trails shall consist of 80 percent sand, 10 percent silt and 10 percent clay. If the material falls outside of these parameters, the City of Bozeman Parks Division must be consulted for approval or modification. If the natural fines tread mix does not contain enough clay or silt binder, additional binder must be mixed in. Alternative soil stabilizer products are acceptable, but must be approved by the City of Bozeman Parks Division. The trail bed must be filled up to original surface along both edges with a cross slope of no less than 2 percent and no more than 5 percent to provide for water drainage. Tread mix must be rolled flat and compacted after installation, maintaining said cross slope. Where terrain allows, slope of trail shall not exceed 12:1 with a gross slope no greater than 20:1 (5%) to provide for ADA accessibility. All damage to surrounding features and/or vegetation shall be reclaimed immediately. Encroaching weeds, due to trail construction, shall be treated and controlled for a minimum of 2 years after the trail section is completed. Minimum overhead clearance shall be 96 inches for pedestrian and bike traffic and 120 inches for equestrian traffic. Bridge Crossings Bridges shall have a minimum width of 96 inches to allow for wheelchair turn around and passing. Height of bridge is measured from the bridge deck to the bottom of the stream or • river. If the deck is more than 30 inches high, a protective rail is required. Rails are to be 42 inches high, with at least one mid- ` rail at 34 inches, to also be used as a handrail. A protective barrier must be installed along the length of the rail system with either solid paneling or vertical bars. Spacing between the bars shall be no greater than 3.5 inches or less than 9 inches. All bridges to be installed on public lands must be certified by an engineer and must have a building permit. If the bridge does not require a rail, it must have a 3 inch high curb on both sides, along the entire length of bridge. The deck should be constructed of slip- resistant material. Deck of bridge shall not exceed a 12:1 slope along any part of its length. The deck and ends of bridge must have no abrupt change in surface level great than 1/2 inch and a cross slope not exceeding 2 percent. Bridges must be rated for a minimum load of 12,500 pounds and display a permanent label indicating the load limit, year it was built and the manufacturer. Restroom Construction The restroom buildings, plumbing, electrical and general construction must meet or exceed all City, County, State and Federal building codes. Restrooms must meet or exceed all ADA and ADAAG guidelines. A building permit must be secured for construction. • The restroom building exterior and interior walls must be of CMU construction. All exterior walls must be insulated. The building will have a metal roof and rain gutters 9 • i with down spouts. Security lights will be installed on two sides of the building. The • building will consist of a women's and men's restroom with each one having fluorescent lighting and ventilation fan activated by a motion sensor switch. Each restroom will consist of three (3) stalls. The women's will have three toilets and the men's will have two toilets and one urinal. Each restroom will have one sink, one soap dispense and one hand dries and/or one towel dispenser. Any windows will be of glass blocks. The building will have a utility room between the men's and women's restrooms measuring no less than four feet wide and run the length of the restrooms. All plumbing and water lines will be within the utility room and easily accessible. The water meter will be located in the utility room. The building's water lines will be copper. The size of the main feed line to the building will be determined by the City of Bozeman. The floors in each restroom will have either a single four inch floor drain or a trench drain. The utility room will also have a floor drain. The floor will slope to the drain with no low or flat areas that hold water. All of the restroom's toilets, sinks, and urinals must be stainless steel. Each toilet and urinal will have a motion sensor flush valve. The building will have a heating system large enough to keep each restroom and utility room from freezing during winter months. Locate the heating unit in the utility room. Drinking fountains, showers and other amenities will be at the discretion of the City of Bozeman. Soil Preparation All soils to be used on public park land shall be inspected by and meet the approval of City • of Bozeman Parks Division Staff prior to installation and shall meet the minimum depth requirement of 10 inches. All rock in excess of 1 inch in diameter shall be removed. Soil tests (a sieve analysis and soil analysis) shall be performed prior to planting to determine the classification and texture of the soils, along with any nutrient deficiencies. The classification and texture will determine what amendments, if any, are needed, while the soil analysis will help correct any nutrient problems with a pre-plant fertilization. Acceptable Soils The soil will be deemed acceptable if it is less than 35 percent clay and less than 70 percent sand and 70 percent silt. The pH must not exceed 8.4. The soil will be screened at 1 inch minus for rocks and debris; topsoil depth will be at least ten inches. The sub base, after grading, will be scarified to a depth of twelve inches to insure drainage throughout the profile. Amendments may vary depending on existing soils, but will generally consist of 60 percent coarse sand (generally concrete sand), 20 percent organics (C: N ratio below 30) and 20 percent approved native soil. Soils will be mixed, prior to installation, with a screener/mixer machine, or applied in layers on site and mixed thoroughly with a deep rototiller. Depth of amended soil will be a minimum of ten inches. There will be no compaction following the grading process. Fertilizer, and the rate at which it will be applied, should be dictated by the soil test report. • 10 • Hillside Grades Hillside grades within park landscapes shall be 7:1 when achievable and no steeper than 5:1, to allow for maintenance equipment access and to minimize soil runoff. Appropriate measures such as hydroseeding, erosion control matting or other approved measures shall be taken to stabilize and allow for the specified revegetation of all disturbed parkland areas, regardless of slope. Seeding Seeding ratios and mixes will be approved by the City of Bozeman Parks Division. Seeding will be applied with a slit-type or drill-type seeder to insure good soil to seed contact. Before seeding, the soil shall be loosened to a minimum depth of six inches in order to improve initial root development. The soil will not be compacted in any manner. Sufficient compaction is readily achieved through the grading process and normal rainfall. Fertilizer should be applied prior to planting to insure healthy plant development. Generally, a seed mix combination of Bluegrasses and Rye are used in formally maintained Parks. Some low maintenance Kentucky bluegrasses that perform well are: Kenblue, Park, Plush, Vantage, Victa, Vanessa, Barblue, Parade and S-21. Perennial ryegrass will be used opposed to annual ryegrass. Athletic fields will be planted with new-improved Kentucky bluegrass types and new cultivars of perennial rye. Examples of some of the new, aggressive types of Kentucky Blue Grasses are as follows: Award, Total Eclipse, Midnight, Nustar, Ram I, Limousine and Touchdown. Lower maintenance parkland may require different seed mixes, and will be specified by the Parks Division. . [Note that native upland seeding and wetland seeding have different requirements and their mixes and application methods are approved on a project by project basis.] Site Furnishings & Amenities Valley West has furnishings that is unique to its identity and composition. Site furnishings in the parks are benches, picnic tables, lighted bollards, trash receptacles and bike racks. All site furnishings installed have received the approval of the Bozeman Parks Department. Light bollards, which provide low level down lighting, are located along walkways which wind through the parks. The bollards function as way finding points. Their unique design and natural materials compliment the aesthetics of other structures within the parks. In a similar manner, park benches are positioned along trails. The too provide subtle down lighting while inviting users to pause and enjoy the park lands. Their placement provides a variety of viewing options including the creeks, park amenities and walkways. Covered bridges placed throughout several creek crossings provide for sheltered gathering places and landmarks within the landscape. The architecture references historical agricultural structures found in the region as well as traditional covered bridge structures. Natural wood and rusted steel are the primary building materials. This natural color palette blends well with the landscape of the parks. Bridges have a widened section 11 • . in the middle which provides users the opportunity to pause and stand or sit on either side • while maintaining a clear walkway for other users. Parks Maintenance Plan The park system within Valley West is diverse and requires different subsets of maintenance considerations within this area. Because over 90 acres of this area is dedicated for parkland, the master plan allows for certain areas to remain in a natural state versus a manicured park for ease of maintenance and to maintain species diversity. The Valley West Homeowner's Association is responsible for maintaining the parks and open spaces at Valley West. The maintenance responsibilities are outlined in their current adopted covenants as well as this narrative. Depending on seasonal moisture, native grasses will be mowed 3 times per year; the first time at the end of May, the second time in mid-July, and the final time occurring in mid- October. The mow height will be a minimum of 4 inches, with 6 inches being preferable. A noxious weed control program has been established with a local contractor. A yearly property check with spot spraying as required occurs in the month of June. This event is coordinated with the County Weed Supervisor, the NRCS agent and the City of Bozeman. This program can also be used to control the weeds in gravel parking areas and walkways with spot application of a weed control agent as required. The City of Bozeman shall be notified of any and all applications of pesticides and/or herbicides on public lands. Signs shall be posted prior to application in appropriate and noticeable locations identifying the product applied and the date to be applied. Signs will remain in place for a minimum of two (2) days after treatment. Records shall be maintained in accordance with State of Montana Pesticide Act, Administrative Rule 4.10.207 and copies submitted to the City of Bozeman Parks Division. Turf grass areas will have a mow height of no less than 3 inches and be allowed to grow to 4 or 4-1/2 inches before being mowed again. Bluegrass lawn areas require roughly 12 inches of water between June 1st and September 1st. At peak demand this means roughly 1 inch of precipitation per week in lawn areas. For mature lawn areas, this water will be spread evenly through the week and in less frequent, deeper soakings. Fertilizing of grass and lawn areas is to be done as necessary, but not be overdone to minimize water needs and mowing and to protect sensitive areas. Lawns which have irrigation at head to head coverage will have two applications of fertilizer: The first will be a blend of 17-17-17 in May and then will have an application of 27-8-8 in mid summer. As the lawns are establishing, the rate of fertilization will be approximately 40 lbs per 10,000 square feet. An established lawn will be fertilized at a rate of 60 lbs. per 10,000 square feet. Areas which are "partially irrigated" or have only a single row of heads may be fertilized in a similar way, except the mid-summer application of 27-8-8 will be less, due to less water get the nitrogen to the grass roots. Bi-annual soil test will be taken to assess soil • nutrient contents and adjust fertilizer rates accordingly. 12 0 0 • Any seed mix that has no irrigation or areas within 50 feet of a stream or wetland or within the mitigation wetlands will not be fertilized at any time. This will minimize excess nutrient run-off that will adversely affect the water ecosystem. Trees and shrubs located within this corridor will be monitored and if deemed that they need fertilization, the use of capsule fertilizer will be utilized. In areas outside the corridor, the shade trees will be fertilized in April with 16-10-9 plus iron and zinc. Once trees and shrubs are established, they will be fertilized with tree food spikes. Do not fertilize trees and shrubs past mid-July. Pruning of evergreens will occur in June. Shade trees will be pruned in April, except maples and birch. Maple and Birch species will be pruned in mid to late July. All tree trimming and pruning must be performed by a certified arborist as outlined in City Ordinance 12.30.040 in coordination with the Forestry Division. General monitoring for pests and diseases will be done throughout the year. Trees and shrubs will be deep watered right before the ground freezes. All trees on public property are subject to City of Bozeman permits and ordinances as outlined in City Ordinance 12.30.040. Concrete sidewalks located in the public right-of-way will have the snow removed within 24 hours of the end of any snowfall event as per Bozeman Ordinance 1529. The • responsible party will be the subdivision's home owner's association. Gravel trails will not have a regular snow removal schedule. Certain park areas have ground cover which requires full or partial irrigation. In areas where a full turf-type lawn is desired, an irrigation system will be placed with head to head coverage. In borders next to areas desired to be left in a native grass state, a single row of heads is placed to allow for minimal watering to allow for that transition. The irrigation systems are fed by wells drilled on site. The irrigation system will need to be monitored to watch for breaks, vandalism and overall needs of the site. The irrigation system will be charged in April, after the frost has left the ground and plant material begins to grow. All of the manual drain valves will be turned to the closed position. The power for the well pump will be switched to the "on" position. Program or adjust the controller for the current month's watering needs. Check all heads to ensure that there is no breakage and that proper coverage is attained. Each month the heads and controller will be checked and adjusted for the weather. When repairing the sprinkler heads using different brands or nozzles are not recommended. This ensures that the coverage is efficient for the working pressure and disperses at an equal precipitation rate. Ensure that the heads seated at a level which it is not damaged from mowing or maintenance equipment. Be sure to periodically check the drip emitters around the trees to ensure they are functioning properly. • 13 Winterization of the irrigation system typically occurs during the last week of October. • At this time, the power to the well pump will be turned off. All manual drain valves will be opened. Use a high-powered air pump to connect to many of the quick coupler valves around the system. Run air through the system, opening and closing each valve zone, until all of the water is completely out of the system. Turn off the controller and leave the water off until spring. If winter watering is necessary, this must be done manually from a tank to avoid damage to the system. Areas with higher use such as picnic structures and tables will have weekly garbage service. Implementation All park and open space areas will comply with the City of Bozeman requirements for implementation. Each preliminary plat phase will provide detailed landscape and irrigation plans in accordance with the overall master plan for any park land in that particular phase. Site grading, seeding, well development and irrigation infrastructure will be installed as required for subdivision regulations. Before construction commences, a pre-construction meeting is held and the City Parks Department is invited to attend. The developer has installed over $1 Million dollars of improvements to date. Boulevard trees are required in the CCR's of the PUD and the developer has installed them in all phases of the development and will continue to do so. As the plats are submitted, boulevard trees are identified and approved by the City Forester. • Additional amenities not required of the developer, but will be included in park improvements, include playground equipment, surfacing and drainage; benches, picnic tables; picnic shelters, plazas, amphitheaters and other additional amenities to enhance the development of the PUD. The quality of the installed improvements will far exceed the minimum requirements set forth for the development. s 14 • 1 Site Plan for the Entire Subdivision 2 Drainage Areas 3 Utilities 4 Zoning & Ownership of Adjacent 5 Critical Lands Wetlands 6 Geology, Soils & SloQes 7 Phasing Plan Cost Estimates for Remaining improvements 9 10 11 12 Phase 4/5 Park Construction Drawings 13 Wing Lake Wetland Mitigation Construction Drawings 14 • Overall Master Plan East of Cottonwood Road) 15 Overall Master n West of Cottonwood Road) OAVERY" READY INDEX- E00054 1 -T: X ff ,w:qw 1W R RI 2 DID Y, SERVICES •-RES .4'' r� • .'_?- , b o . tl uN „ tO O w •� ^� i",' � ,'�� ,/•. _f. u PRIVATE SCH l _jL CAMPUS EU [new • `� `'�� l�•i`. f r. �•'\ .:,f" ._J d � �. . ,. r .ter r], ;�r� f 1, � t i �:\���'������ ' � �. g1,f1t! f��,C,t11�.' ,"I�"�r�� �1`+'__J 4b x. PA L v A.f wiz v"� 7-0 -0 a mow.,, ����� r �� 1������ } t \,�+ _ .�..Y, d �. �I ORR I e JLW t I ,`r T ,7 i "l^ .fir. •:< ..xPae , � �r r � i ,C O. f��r, �, R Pot,4.-1 k 40 0 'M M i i v WAf l i i i L 94 OF Al A Zil:%Ai tit; lilts c Elp E-2 N54 Em��',,ry�l� #-1 I lown 11, 7=7 1 1170114 414 .1 n q!, :1.7:3171M 10's FT, DNA �111 1.As 6 CES 6 �w�r it VALLEY WEST SUBDIVISION UPDATED LAND USE AREAS �r r rI i T i � FF Ejif� �.11_h 1T _I�T1( Lim VAS IL ILIEY WESTFT -11111 ITFtT-q-� _ LAND USE LEGEND: b_ COMPLETED& ORIGINAL — I . � LAND USE FUTURE PHASES MASTER PLAN I: PARKS/OPEN SPACE 34% 105 ACRES 30% 94 ACRES EXCLUDING BOULEVARD R MEDIAN AREAS RESIDENTIAL 38% 117 ACRES 44% 137 ACRES COMMERCIAL 3% 8 ACRES 3% 8 ACRES — STREET R.O.W. 25% 79 ACRES 23% 70 ACRES 0 TOTAL 100% 309 ACRES 100% 309 ACRES GRAPHIC SCALE CITY OF BOZEMAN BOUNDARY 300 p Iw 3.0 LOT BOUNDARY ( IN FELT I I Inch a 300 It. EDGE OF ASPHALT • This drawing is version CAD ZOOS VERIFY SCALE! REVISIONS DRAWN BY: TEE PROJECT NUMBER TWWSE U MAY RE NO. DESCRIPTION DATE BY IN/4SSOCIATION WITH: �4.004 1 REVISED ROAD&LOT LAYOUT 11D4/2008 TEE E 9 DD1Tecn. T BNd. CMK9.BY: Ka UPDATED LAND USES AREAS EXHIBIT SHEETNUMSER MEASURES ONE INCH ON Bozeman,MT 59718 ORIGINAL DRAWING. � ORRISON APPR.Br. Ka BOZEMAN MONTANA 1 j�� Sdcnbsfs DATE: 11YJ02007 DRAWING NUMBER I� l y-y` MAIERLE INC.1 �nnm Phone:(406)587.0721 O.A.REVIEW MOOIFY scuE nccoaDlNctn The Aspen Group f Fax:(406)587-1176 VALLEY WEST SUBDIVISION n�v.:u---.?.rr..�•�n�.vx An limployne-Owned ComP�Y BY: N:1338410441ACAD1ExhihitslUPDATED4AND-USE-AREAS EXHIBR.dwg Plotted by kschunke an JanJ812008 covnbu oMorue-..we-yloa DATE: i � � • z • • VALLEY WEST SUBDIVISION UPDATED DRAINAGE PLAN I ; I 1 I DUFMON ROAD I alGvn �"E-oala s o� 1111 ( OR ARTERIAL) --- - — — -- mmm orErol ( wlmr oLTD+rIm+Pow SOUM mv. WMBE-sus G NTn 3 �wwr.ti 1 YOWME 1,500 OEIENT0N --- r / 00 111111 OERSHIPCF e.DW oE 3:BOF ORAIIAGEARFAA I DRAINAGE AREA ,,• ° MINORBASIN3 TOTAL ARE .Bur-nau' MINOR BAsw a DRANAGE AREA° le A I TOTAL AREA.IIA AC. MPIORBASINS162 Im IC AT 03i ; oe rt. TOTAL AREA.99AC. SOCCER FIELDS g} un w.oala ' I 1 1 1 oMI ON gGaEA9i5 I J I HERITAGE CHRISTIAN ! i TDTa AREA zs Ac. i i I D 1 SCHOOL e = P f I.TREET DISM ME DOECTLY TO OUIRED MIEN. Oa• G3 HAY E• SIZE.1725 M 2 puwoE AaG2 ]An.A.1 2°T Tmk B/i. AµNn On •�T,ynr,A OETENIION POND �. AAG•3B aC. 777111 � G �9 AG .._o.mT. -- 0.474 'K you I. oroNo a9.i I MA14 o--V i TOTAL AR ^� A: IRED TO SIZE A REOU 1 0 n k+A? y -,�- ' a31L]►- 1[arw-- -.- `_—_ aa'.)►., _ _... -- _. � ,n•� r—T- - n ,A:w, ! un._ x, Pumt.AaA3 X AUp&sv2 B67RCp2' ° IT:•,��-n�° ° -.M-y I TmkAi1-,63AL. IA1A2: I >•e,r I ` O O CASCADE STREET • ." —Y - : -T TnrN PTw i, AN1 OISCIIAR DIRECTLY V .. - •ry xEaEO w¢o DDwnoN Pon �./ •rv."]] A r + �__ waE Un SIZE.6050 6� ._-- -' �\� -fir' VALLEY WEST LEGEND: - - -,r I. ',, I ln•tlP STDRN.OiMY DRAINAGE AREA 1 x•wvmaa - DRAINAGE AREA 2 > BABCOCK STREET Ir. a DRAINAGE AREA 3 c ¢Q 2 z o — IMAIORARTEpwLl z r 1��[jj:,11 {D Tm.,LAaG•2J AC. U\I ^r co Tmk MG_DB AL. l li ttr W a 6Q Ol DRAINAGE AREA 4 09 FERGUSON DRAINAGE AREAS U 250 GRAPHIC SCALE 2 D ( 1 PONDS I IN FEET l 1 Inch= 250 TL DRAINAGE BASIN BOUNDARY SLOPE OF DRAINAGE O.5% AND FLOW DIRECTION REVISIONS This drawingis version-CAD 2006 VERIFY SCALEI NO. DESCRIPTION DATE BY DRAWN BY: TEE PROJECT NUMBER TIESEPRINTSMAYBE IN ASSOCIATION WITH: oer UPDATED DRAINAGE PLAN MORRISON Bozeman,M Blvd. CHPIR.BY: KQI REDUCED.LINE BELOW MEASURES ONE INCH ON En>�^OBro Bozeman,MT 59718 SHEET NUMBER ORIGINAL DRAWUq. {�'L' 777---��� sYNO�'OIS APPR•BY KDJ BOZEMAN MONTANA T a rr MAIE�E INC, sdontisls GATE: 11/302007 DRAWING NUMBER The Aspcn Group Panne a Phone((06)5887A721 O.A.REVIEW VALLEY WEST SUBDIVISION MODIFY SCALE ACCOROINGLYI M Empl�OWned con�Y Fax:408 587-1178 BY: 1 i.\l'GM1TIfi','r DCTFLOP.V2VT N:133841044WCA01ExhibiLsIDRAINAGE EXMIBR.tlwg Plotted by bchunke on JaN16/2008 00PMRIG1rf oMORR15aNIMEF6E wc.AXIS DATE: • I 3 Utilities Affected Utilities All affected publicly and privately owned utilities have been notified and provided copies of the Concept Planned Unit Development Plan for the Valley West Subdivision. These include: ■ Northwestern Energy (gas and electric) ■ Qwest Communications ■ Bresnan Communications Electric/Gas Northwestern Energy will provide natural gas and electric service to the development. These facilities will be located in alleys and utility easements for individual service drops and junction boxes will be provided on the rear of each lot. Electric and natural gas lines servicing residents will be placed underground. Cable Television Bresnan Communications will provide cable service to the development. Telephone Service Qwest Communications will provide local telephone service to the development. • All utilities serving the development will be installed underground within alleys and utility easements provided on the plat for each individual phase of the development. Facilities will be installed concurrent with the phased development of the project. • . 4 low 'qw VALLEY WEST SUBDIVISION ADJACENT LAND USES 1 L-1 J AS AS AS R � R3 R R2 B 1 P I � \ q \ Z ,` Z 17-1 ��~ R4 - B1 VALLEY WEST o R 1 o�0 1 �v�� -` o S A oN1—� j AS ox sua I LEGEND: 0 Rio R 2 as3 I R 2 R 3 DIAMOND!EST SNUB CITY OF BOZEMAN BOUNDARY i I I I ,I LOT BOUNDARY l — -— — (� �,-�--_R1 _ _-.L _� EDGE OF ASPHALT i s--_-- COMMERCIAL ' -- PARKS,OPEN SPACE, BOULEVARDS,&.MEDIANS LAKES&PONDS Hill — i I NTIA— RES DE L 4� �111.11IIII _ II � � � Z LI ROADS -- . l.l.L—L_L_1J WETLANDS -- ZONING DESIGNATION R 3 R 4 1 AS R2 R3 l ,-B E - - -- {. R 14 CID i B 1 1 R 0 R4 en R N � AS R3 R4 R4 A MINOR SUB IVISION 365 D GRAPHIC SCALE ao Ooo P t np lh FEETOD M • This draWing is version CAD 2006 R VERIFY SCALE! REVISIONS DRAWN BY: TEE PROJECT NUMBE REDUCED.LINE NO. DESCRIPTION DATE BY IN ASSOCIATION WITH: I1--�,1 MORRISON 901 Technology BNd. GHKD.BY: KDJ ADJACENT LAND USES EXHIBIT REDUCED.ONE NC OW 1 REVISED ROAD 8 LOT LAYOUT 01I04I2008 TEE F -.t Enw—'s Bozeman,MT 59718 SHEET NUMBER MEASURES ONE INCH ON SUrvaywa APPR•BY: KDJ BOZEMAN MONTANA 1 OPoGINAL DRAWING.~~ , MAIERLE INC,SdonOsts DATE 1V3012007 DRAWING NUMBER The As n Group Planners Fax:hon((40B)687-0721 pA.REVIEW MODIFY SCALE ACCORDINGLY! 1"' C Fax:(408)`.rB7-1176 VALLEY WEST SUBDIVISION I..rnT.lcvr•On�:wnmvr M l:mploymOrwad Company BY: 1 N:1338410441ACAD\ExhibiLsIADJACENT4.AND-USE EXHIBIT.d" Plotted by ksMunke On Jan18I2008 cowRw ff CM Sw E aE wc_M DATE: • • 5 L ORIGINALVALLEY WEST SUBDIVISION WETLAND DELINEATION ICI I� I� 4. AND ASSOCIATED 0 FED UPLAND D PASTURE � . 1 1I � � ►T �� =- - �11 • ■��■ I �� Li I 111 = �( . T I i ORIGINAL WETLAND DELINEATION CITY OF BOZEMAN BOUNDARY r ■�� LOT BOUNDARY EDGE OF ASPHALT APHIC SCALE IN FEET THESE REDUCED. �0 DELINEATION EXHIBIT MEASURES ONIE I � � � MIT 59718— , .._. . �� Fax:(406)597-1176 VALLEY WEST SUBDIVISION ' • • 6 Geology--Solis — Slopes This section is a response to the requirements of the City of Bozeman Zoning p q Y 9 Ordinance Section 18.54.060 and the City of Bozeman Subdivision 'Regulation Section 16.18.030 relative to Geology—Soils - Slopes. Geology Hazards / Unusual Features Alluvial deposits derived from the mountains south of Bozeman underlie Valley West Subdivision. The geology does not offer geologic hazards or other unusual features.that limit the suitability of the land for the proposed uses. The project area generally slopes..from south to north at approximately 4:25 percent. -The: site.is essentially flat from east to west with mild .variations adjacent to streams that run from the south to the north. Ground water issues are addressed in the section titled Groundwater. The site is located in Seismic Zone 3, is a seismically active region. The risk of earthquake damage, however, is no greater than in the remainder of the Gallatin Valley. This risk will be minimized by adherence to appropriate building standards. Soils According to NRCS information, seven soil types exist on the site. The map boundaries and distribution of soil types within the boundary of the 'development are.displayed on the Valley West Subdivision Soils Map included in this section. This exhibit is derived from the NRCS Gallatin County Soil Survey Map. Detailed NRCS data is provided at the end of this section. Soils underlying the. Valley West Subdivision are similar to those found- throughout Bozeman. They are typically dark colored loams underlain by gravel. Limitations to development are primarily depth to groundwater, bearing capacity, frost heave potential, shrink-swell potential and flooding. - The-limitations posed by these soils are well known in the Bozeman area. Engineering and common construction practices have proven that the limitations can 'be overcome successfully without extreme or undo expense. Ferguson, Babcock, and Cottonwood roads have been constructed and are in use by the public. Water mains and sewer trunk systems are in place and ready for service demonstrating that construction ground water issues are very manageable. Cuts and Fills Owing to the flat terrain, cuts and fills in excess of three feet are limited to areas where over-excavation is called for in road, drainage and sanitary sewer • construction, or to improve the natural drainage of the site. To minimize erosion, the construction contract shall provide for seeding of slopes in the cut and fill 1 i • areas. Material for site grading will generally be obtained on site and all • . disturbed areas will be seeded. Mulching or placement of erosion control mats will be used as necessary. Methods of- erosion control and revegetation shall be in conformance to -fhe Montana Department of Environmental Quality (MDEQ) Montana Sediment-and Erosion Control Manual. An MPDES Stormwater Erosion Control Plan using Best Management Practices (BMP's) will be prepared for all construction activities for .review and approval by the MDEQ. Typical Best Management Practices for disturbed areas typically include: Ground cover and' topsoil replacement;, mulching; hydromulch seeding and .hand, seeding native 'grass species; sediment trapping fabric fences; protection of culvert outlets; and temporary straw bale swale protection. The construction contract will .include erosion control. measures to address erosion during construction. Included as -.pay items in the contract. wilt be financial incentives for the contractor to comply with the Stormwater Master.Plan.- Payment,to,the contractor will be contingent on the completion of the measures prior to the contractor starting other work on the project that will disturb soil. 2 ,terry..}ter f.:>;°.._r;_.•.. •. - ma'am■ ��{ .,,�,.•::.,:• :is ■■■ � - • ® ^'i Bt'l BSI'■ ■ Mom Om am 0 a {{ on ■■ as as ■a, �,��� �`•4 Y-'�'"�•,:I��;�■ as am ■a' I�b:- i..�.. •. .. �.■-:a as am a■ "P Ail. WSJ Y.]a �, ''' tc,i. 7■-■��- :: EL 011110 �_j • INIMMINNIFm— ' �' i c. 431 '1:•1 ._�J.S`�'�:�;a~'tip i•i 1 �'��•lW.:� �4 1r I.:':i• 1 I■�I m� ♦ I i I � ♦ - r • IN ♦ • • 1 iQt:. low VALLEY WEST SUBDIVISION UPDATED PHASING EXHIBIT � I -[-Ir= ul - -TmA LLLLL] imittt rp �1 T 'l i ll l . w I VALLEY WEST LEGEND: iWmt PHASE 1A ±12.71 ACRES PHASE 6 f6.51 ACRES - - PHASE 1B ±18.50 ACRES PHASE 7 t7.58 ACRES PHASE 2 ±29.02 ACRES PHASE 8 f8.04 ACRES PHASE 3A ±20.55 ACRES PHASE 9 f4.64 ACRES PHASE 3B t2.14 ACRES PHASE 10 t6.13 ACRES PHASE 3C ±15.00 ACRES PHASE 11 f5.03 ACRES PHASE 3D f32.42 ACRES PHASE 12A f6.78 ACRES PHASE 4A f2.66 ACRES PHASE 12B t6.34 ACRES PHASE 4B t8.42 ACRES PHASE 13 t7.80 ACRES GRAPHIC SCALE PHASE 5 f9.88 ACRES PHASE 14 t4.30 ACRES 25�-_ °L� (IN FEET) 1 inch- 250 IL • This drawing Is version CAD ZOOS VERIFY SCALEI REVISIONS PRAWN gy: TEE PROJECT NUMBER 3384. THESE PRINTS MAY BE NO. DESCRIPTION DATE BY IN ASSOCIATION WITH: 901 Technology BNd. CHKD.BY: KDJ UPDATED SUBDIVISION PHASING EXHIBIT ET NU04° REDUCED.UNEBELow 1 REVISED ROAD B LOT LAYOUT 1/04/2008 TEE 0. MORRISON rs Bozeman,MT 59718 SHEEP NUMBER MEASURES ONE NCH ON APPR.BY: KDJ BOZEMAN MONTANA 1 ORIGINAL DRAWING. �i Surveyors ��' MAIERLE INC. S"`a°�a DATE: 11/3020D7 DRAWING NUMBER Q Wanness Phone:(406)587-0721 MoaFYsuLEAccoRDINGLn The Aspen Cmup It Fax:(406)587-1176 QA.REVIEW VALLEY WEST SUBDIVISION rmIanuvr•m:rT.Lonlxvr An Lmploycc-Owned Can BY: 1 N:13J8410441ACAD\Exhibits\PHASING_EXHIBIT.dwg Plotted by kschunke on Jan/82008 CWYRx ff 0 NDRWSONMAEAE.INC.M DATE: • • k • � 8 _ � • PRELIM&RY COST ESTIMATE • • Project: Wing Lake Park Phase: Master Plan Date: January 30, 2008 Prepared By: Peaks to Plains Design,PC ITEM DESCRIPTION OTY UNIT UNIT COST TOTAL PHASE RESPONSIBILITY Gravel Trails 6'Wide 5644 LF $ 2.50 $ 14,110 10,12a,13 Developer Boardwalk 8'Wide, Pedestrian Load 425 LF $ 220.00 $ 93,500 Future By Others Sidewalks 6'Width, Internal Sidewalks 5701 SF $ 4.50 $ 25,653 10,11,12a,12b,13,14 Developer Amphitheater 1 LS $ 46,765.00 $ 46,765 11,12b,14 Developer Parking Lot 1 LS $ 40,083.82 $ 40,084 10,12a,13 Developer Picnic Shelter 30'x30' 1 EA $ 173,000.00 $ 173,000 11,12b,14 Developer Picnic Shelter with Restroom 30'x30', plus 15'x30' 1 EA $ 263,000.00 $ 263,000 10,12a,13 Developer Picnic Tables 10 EA $ 1,300.00 $ 13,000 10,12a,13 Developer Basketball Courts 2 High School Size Courts 1 LS $ 23,466.59 $ 23,467 Future By Others Pla round 2-5 and 5-12 Age 1 LS $ 83,484.11 $ 83,484 10,12a,13 Developer round&square tables for Plaza Tables plaza/pier 29 EA $ 1,900.00 $ 55,100 10,12a,13 Developer Lakeside Dock decking, footers& railing 1 LS $ 25,000.00 $ 25,000 10,12a,13 Developer benches, trash, bollards, bike, Site Furniture etc. 1 LS $ 101,200.00 $ 101,200 10,11,12a,12b,13,14 Developer Park Sin Wing Lake Park 1 LS $ 7,500.00 $ 7,500 10,12a,13 Developer Boulevard Trees 1-1/2" Caliper 81 EA $ 200.00 $ 16,200 10,11,12a,12b,13,14 Developer Boulevard Ornamental Trees 1-1/2" Caliper 5 EA $ 175.00 $ 875 10,11,12a,12b,13,14 Developer Non-wetland plant stock non-boulevard 1 LS $ 19,820.00 $ 19,820 10,11,12a,12b,13,14 Developer Wetland Mitigation Under separate contract 1 LS $ 1,636,028.00 $ 1,636,028 Mitigation-2008 Developer Seed Mix#1 Turf Lawn Mix 180,194 SF $ 0.04 $ 7,208 10,11,12a,12b,13,14 Developer Seed Mix#2 Upland Native Mix 23 AC $ 1,800.00 $ 40,500 10,11,12a,12b,13,14 Developer Irrigation Systems Includes 35 GPM Wells 1 LS $ 130,759.10 $ 130,759 10,11,12a,12b,13,14 Developer Bridges Intrinsik Custom 2 EA $ 55,000.00 $ 110,000 10,12a,13 Developer SUBTOTAL $ 2,926,253 • MOBILIZATION & INSURANCE 10% $ 292,625 CONTINGENCY 15% $ 482,832 TOTAL $ 3,701,710 This estimate was prepared utilizing 2008 dollars with no inflation increase. CADocuments and Settings\Jolene Rieck\My Documents\Valley West Parks\Database\Cost Estimate-Wing Lake MP_013008.xls Summary • • • • r 9 i •SANOpA K.'• FlSCHER _ YALLI7jY WEST SUBDIVISION, PHASE 'I • � r ' T I�(ILIjMA , MONTANA MAR(.1 H '1 5, 2002 PROJECT LOCATION SIjT NO. PREPARED FOR: ASPEN l-?jNTIJRI'IIISIJS, L.L.(�. PREPARED BY: E30ZEMAN, MONTANA F I S CA H Ej II & A S S O(.,i I A 1,l-qj S, P.(.,i. PROJECT LOCATION MAP W Q DRAWING INDEX LEGEND - EXISTING FEATURES TYPICAL DETAIL ANNOTATION TYPICAL DETAIL SHET LAYdJT � LANDSCAPE PLANS ""Tm ^"� EXIsnN.ANT o v DETAIL LUIB STOP -I.,:...• EASTING SPOT ELEVATION � 1 2 3 4 5!I, FIRE PIRE HYDRANT SNa�ue I6 N n.l OOVTat SHEET > STORM GRAIN HANNd.E f` Q W'a LI.I LAYQWT 4 GRADIING PLAN-A L 4.2 & 7 8 9 10 rrnn Gla LAYOUT Z GRADING PLAN-B I:, STORM DRAIN INLET ,- TRee LLI N 6.5 FLAYGROUND LAYOUT PLAN \ _ � SANITARY SEMI6L MANHOLE LINYINAIRE DETAIL APPEARSLD HHERE ~ N Q Li; rMLAAMNS ANTINS AN-NS SHEET I A .:' WAre1e Mena!PIT HANHOLE I; UTILITY POLE I I 12 13 14 15 LLu N F LI9 MARTINS PLAN-c ;,�.1 6A6 VALVE .._.. SIGN z W LIA PLANTING PLAN-D 16 I-7 18 19 20 � f z L2D IRN06ATTON SHEET INDEX UA L2.1 =043ATION PLAN-A }• Z L2.7 IRRISATM PLAN-B L27 IRRIGATWK PLAN-G I W 1-2.4 IRRIGATION FLAN-D —1 W 0- LDJ CONSTRUCTION DETAILS F— > $ Q LEGEND - NET FEATURES ABBREVIATIONS xBot OONTT)UR -'. )i+DDL._ADDITIONAL. FF. FINIBN FL00R FEW. PERPENDIQLAR (¢a� DG BOTTOM OF CURB P8. FINISH GRADE R PROPERTY LINE .Tub NEW SPOT ELEVATION DLD6. DUILDINS FT FEET POD POINT OF DEGI NIM DESIGN TEAM �� NEW GRAVEL WALK BLVD. B A PdW.EVARD 6 GAUGE PSF POUNDS PER SHARE FOOT PROIECT No: OIO16 DM BEAM 6ALV. GALVANIZED PSI POUNDS PER SWARM INCH ISSUE DATE:05AS102 ISM. DENCLIMARC 6L. 684ERAL CONTRACTOR QTY aUNTITY REVISIONS: JOID DW DOTTOM OF WALL 6P4 GALLONS PER HOUR R RADIUS - OWNER ARCH I TEGT O O CP CUE1C FEET GPM GALLONS PER MINUTE FEE". RINFOR ECED OO DBGDUCU9 SNARE TREESCJ CORROL JOINT Nc HANDICAP Mao. REQUIRED _ ASPEN ENTERPRISES.L1L. PRUGH t LENON ARCHITEOT'S,PAC. S CENTER LINE HORIL NORIZONTAL 6ONl-D.SCHEDULE 2415 OAMELBACY SUITE 9OO 27 EAST MAIN STREET CLR CLEARANCE HT NEI"T SECT. SECTION ��X46 00 6'J016 BOZEMAN•MONTANA S47I5 Q SMALL NATIVE TREE OW CONCRETE MASONRY WIT HP HI6N POINT 6P 6alA1E FEET i (406)961-1255 COL. COLUMN 10. INSIDE DIAMETER SFF SCUARE FEET FACE p{ O� ORNAMENTAL TREES Cow- CONCRETE INFO IINPOTdTATICV GMT. SWEET GIYIL ENGINEER WETLANDS CONSULTANT CONT CONTAINER IRRIa INVERT ELEVATION an SIMILAR �® eveQGREev TREES CdVr. CONTAINER IRRiG. fRR7GATIGN SPECS 6PECUPIGAifON6 (� a MORRISON-HN64E ING. VAUGHN ENVIRONMENTAL SERVICES CY CLBIC YARD JT JOINT SJ SCORE JOINT 901 TEGHNOLDGY BLVD.PD.BOX 1115 DSSS SADDLE HOIINTAIN ROAD 15O® DECIDUOUS SHRUBS _ D DEPTH L LENGTH TA TOP OF ASP►1ALT a- p BOZEMA N.MONTANA 5-rnl DOZIa"MONTANA STUD Vv DIAA DIAiFTER LP LINEAL FEET TC. TOP OF CONCRETE �J (406)581-0= (406)966-0gO9 • SNR.6 DW'I!6) DR ENNSION(s) LP LOW POINT Tc TOP OF CURB DIM DRAWUING MATE MATERIAL. TW TOP O WALL LANDSCAPE ARCHITECT rDRPGRASSA MX.I EA EACH MAX MAXIMUM rYP. rrPtcAL M3 E.A. EDGE OF ASPHALT FEC-IL MECHANICAL UND. ULESS NOTED OTHERIIISE 9 F15LNER 4�66=AT8 SEED MI .PL. 'cCr NATIVE SEX 02 EC- EDGE OF COCMTE tFR MNNUPACTU— YEW. VERTICAL 2615 MONTANA AVENUE: L� ELEC, ELECTRICAL MEN. t1INIMU'M VJF. VERIFY IN RELD BIWN&S.Mr 541d WETLANDS NATIVE SEED MX OsELEV. ELEVATION MIS'_ MISCELLANEOLL9 W) WITH DRAWN' JAD CHECKED: JAR (406)23g-gI4S FJ EXPANSION JOINT MTL PETAL ILL WIDTH - APPROVED: w ED ECUAL NJG NOT IN CONTRACT U40UT WITHOUT EaWP. EaNIPMENNT NOM. NOMINAL WJP W.EI.DEO UIRE PADRIC SHEET EXIST. EXISTING N.TS NOT TO SCALE !P ()DEGREES EXT. EXTERIOR a ON CENTER V) NUMBER() FDN FOWDATICN _ O.D. OUTSIDE DIAMETER (P ()POUND • - TI.'1 InSCCUHq'ERR J/�� �J per':�7tr/LdQ.L LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS I I II I I Ll 62.12 N00'23'40'E CI 25.98 38.17 L2 9.57 N23.06'51'W C2 36.60 34.27 L3 35,94 N23'31'12'E C3 43.79 53.80 L4 6.03 N25.22'08'W C4 48.64 57.00 III I I I III / { L5 20.22 N20'25'10'E C51 47.15 59.00 L7 59.28 N21 32' 7 E C7 97.38 99.00 L8 13.80 Nll'40'33'E C8 58.43 63.00 \ L9 80.01 N00°08'02'E C9 50.33 57.00 Ll0 2.73 N22.44'33'E CIO 140.98 98.00 Lll 20.18 N24.18'47'E Cll 55.05 42.00 L12 7.34 N00.03'49'E C12 59.22 48.00 / Ll3 19.70 N28'01'04'W C13 34.66 88.00 Ll4 72.38 S89'52'30'E C14 48.98 77.00 C15 51.77 48.00 C16 40.14 42.00 C17 68.09 75.00 C18 57.09 81.00 I C19 49.06 67.00 C20 22.78 54.00 C21 26.53 54.00 C22 72.65 79.00 I C23 68.90 90.00 / C24 36.33 69.00 90.85V-122.00 C26 38.43 93.00 C27 98.531 102.50 C28 111.541 97.50 < N � � � y � ���l I / z -4775- - - � / 1 I / ( I ? S uj lu I 47 11J CoONOINM tKTH V-N uwL / �- 1U Q Z � I CONTRACTOR OCMSURC T 6RADE9 INCLUDE �I�TR36U6 IN THIS OP- -- - _ 7 i4 / I PROJECT Ho: OIOTe ISSUE DATE:09n7/02 REVISIONS: 8*01N END mm TT - TOPSOIL STOCKPILE Y ) ^'` 1 4 A8 / l DRAM:CHE J JII APPROVED: -.1 \ X ► � I 1 � � 7Too -r �� I SHEET - MATCH LINE 9Ir:E7 G.1I` IIL/ MATCM LI/NE 9F ET G.1 -/- - / - SAND K. FlIS LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS " "LI 62.12 N00'2340E Cl 25.98 38.17 ALLEY 4 L2 9.57 N23'06'51'W C2 36.60 3 4.2 7 L3 35.94 N23'31'12'E C3 43.79 53.80 L4 6.03 N25.22'08'W C4 48.64 57.00 L5 20.22 N20'25'10'E CS 47.15 59.00 - 1- �L7 59.28 N2l'32'47E C7 977.38 99.00 L8 4 13.80 Nll'40'33'E C8 58.43 63.00 I L9 80.01 N00'08'02'E C9 50.33 57.00 I I m LIO 2.73 N22.44'33'E C10 140.98 98.00 LI1 20.18 N24'18'47'E Cll 55.051 42.00 L12 7.34 N00'03'49'E C12 59.22 48.00 L13 19.70 N28.01'04'W C13 34.66 88.00 L141 72.38 S89'52'30'E C14 48.98 77.00 C15 51.77 48,00 C16 40.14 42.00 C17 68.09 75.00 C18 57.09 81.00 C19 49.06 67.00 C20 22.78 54.00 C21 26.53 54.00 I I C22 72.65 79.00I / t C23 68.90 90.00 �E�'T � `�, $ • o �� , MONDE' S- TREET C24 36.33 69.00 C25 90.85 122.00 /� I C26 38.43 93.00 C271 98.53 102.50 \ I I I I ``4� / C281 111.54 97.50 I �I✓ + +9�� � \ � 4\ 4 Lu Tf z AND INFO-A6TRLV_TL4a _ • CONTRALTOR TO ' PTHISN 6RAD� EtCI1Re OFWIL. uj Lu ALLEY > - _ •,�. o uml ; Q Z -,k\�� W I J / I I 1 I \ y y PRWECT Nn: 0107e / �P• I II I I / ISSUE OATS 05A5/O] \/ >�`\ I ^ *����' �✓ // rl I n / � � I REVISIONS: - IL HE16HT F L APE t \\ I 11 1�6HT oP e 3 INS �\ II qe =�IN pis T1 6 K DETERMI PU A EAG; jJ \ 1¢ $xis a CF CARS N� OP O'-O'. V I ry�,� \ 1 I; T��• O�.UR6NGI6NT \ O < ^PC-016211 \ DRAWN : ue �wEo: 5 w • / ' , SHEET 6V� CK STREET. . L - - _- - - - -- - - - _ c1.� I / / PLAYGROUND NOTES: 1. INSTALL ALL PLAY EGRIIPMENT PER MANUFACTURER'S INSTRULTON9BOOK SAND K.•';/'-= • �� ` ` moms '� A3 T.K PL-1.142. NOLND SAFETY,U.S.LONS1M6i PROQIGT 91JEIY joltON FlSCNER WOW sft% "r / y 2. PROVIDE PIBAA SYSTEM NO,BOO,ENNNEERED YCOD FIBRE TO A COMPACTED iwoos I \ / OEM OF APPROXIMATELY 12 INCHES OVER TOP LAYER OR FIBARFELT(RJ.IOOR POLYESTER,NON4iOVE1 6EOTEXTILP FABRIC AND PISAR DRMN(K)ORAINAESE MATRIX KTH A MINIMUM FLOW RATE OP 10 d"Y". PROVIDE ONE FISARMAT(MINIMUM SIZE 56'X06'XI S•WTI A 2'BEVEL EDW ON ALL B I SIDES)UNDER EACH SK"SEAT AND SLIDE EXIT. TOTAL GNANTITY REQUIRED IS THAZZ. ' • \ 4. INSTALL THE LT, AT9 AMC)PIBAR fNlMATERIAL IN ^ ACLORDANGE KTH MANUPACTURERV INSRICTION6. \ '•:, '�'Q�K �� 3. AVOID CONTAMNATCN OP THE PiBAR MATERIAL KT1I SAND.GRAVEL,MD OR HSTI�LL�ON OAF RLAYCKOUND mnPMCR KTTM IINNSTALLAT10M ZONES AmD01 PPRALL OTECTIVERa� SURPACMCS. SECUEK,E WORK 60 PROTECTIVE 3URPALIN6 CAN BE INSTALLED IMMEDIATELY APTEU CONCRETE FOOTINGS HAVE SET. T. PROVIDE A 6BG_ UREO-IN-PLA4P-HEATHER-RESIETAmr SAND Box MADE of (� ^ "J' A, CONTAINMENT BARRIER FOR CONTAINING SAND.` / 6. PROVIDE V4'MIN15 COWAWTE SAND OR MASONS SAND FOR THE SAND BOX ^ � I PLAYGROUND EQUIPMENT SC.HEWLE, d51tl04, 6PEO R-60 ON, FRAMINh B I-600-46s-2717,PRIMETIMe 9YiINB(N2B6s). CEAT OPn ATED PRAMS. B 041 � SEAT OPT10NI BELT SPAT(N041) I \ II s L�ATX MA'n ON, 6ME.I-WO-465-2153,RCUR SEAT BULK-A-BOUT HVLOIL SPRING nCOL -COATED FRANZ DARK 6R�! SEAT OPTON. AUIMILIM SADDLE SEAT I123I3) FUTURE ♦ ' i / / SPECIFICATION. 6AMETIMS,1-600-479-2433,ROCKSLIDE(016152) ROW LINE i I PLASTIC SLIDE COLOR. 6RANITE ` \ METAL COLORS E DECK COLOR, BE6 w B Bm6 OM i u.A L SPECIFILAT R ON. LOCALLY AVAILABLE BOULDERS APPROXIMATELY 29'X5'IN SIZE. ` SFwIPGAD7fOH.�FlCOAR 6Y6TE4 312,I-600-41S-71Y! WEAR MATS, FIBAR WEAR,MAY.1-600 4SB-2735 PICNIC TABLE, cp SPBLIPILATION. 6AMETIMS,1-600-455-2455,SINGLE PEDbTAL TABLE(01"1) / COLOR. BLACK O PROVIDE 4'BY 4'CONCRETE PAD,CENTBRCJ,UNDER TABLE. SEE DETAIL 2/LI9 �Y PICNIC TABLE,TIT. \ /i RENCH, 6PECIPICATION, 6AMETIME,1-600-465-2435,S..T LB6 BE9GM(M4066) ♦ �� / ' I / COLOR, GALVANIZED KTH DOU6LAS FIR SLATS QL ` CO / -j LLI � ` I 00 • / I LLJ mmanME• I CONTROL JOINT, 2-SEAT SKNS si I / ' I / / 9/D'OE'TM Fes- Q I/ I` PLAY EOUI�MIENT 1 / a O w Q W ` 'PALL 20NI�TYP. ILVL z ` ` ..•:`- BOLLOCKSCOLORED FOR CONL U12T O 6'PVC PIPe ' L16HT BROOM FINISH; Lu W '��•-'.. \ I X " CI OAYU6HT GRAY COLOR Lu \ ' \ NEAR DI M ' O ` +, :.• i, I RESILIENT PLAY I SwACE SYSTEM XX•.•• ) RAN VISA CONTROL JOINT, toIy _ . .. .... ... ___ � � � 3/a•DEPTH ---'_. MINIMUM IS LOPE AIX�� O FINISH GRADE $$C4NCRETE TO DRAIN ♦ SPIRAL SUDS �144 PROJECT Ng: 010'16 Cb ELGK-A BOUT' 11 - I If _ _ REVISIONS: 4-5EAT `6 IL-1LL 3 _ 6RAV8-BASE COMPACT® ? Itl \ to MATCHTO BE NS RULTED 2 CONCRETE PAD UDDER TABLE T I BY OTHERS RERERE'ICE NO SCALP i A \ 43.4q' ` 49.12' BENCH DRAWN: JAB CHECKED -LK 8 8 APPROVED: SKP • CD SHEET 2 I PLAYGROUND LAYOUT m L� SCALE:T•ICY-V XaRTH ■A 1.3 I r- - - - - - - - - - - - - - - - - - -- - - - I I I I e /SANDRA K.' _ SHEET `I , • • SCNER 4 ` i t I L 1 .4 II �,,,,,111RTT1\TL • I I I �; WETLAND ' CORRDOR „ I ' J ' I TOPSOIL STOCKPILE V 1 \\-�-LON9nNLTION LIMITS MIASE I t I I 1 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I � I SHEET F I ❑ ❑ I S E L1 . 1 ❑❑ TR I ❑❑ �� ❑ 1 . p]E:l ALEXANDER SEET ALEXANDER STREET R YONRDE STREET YONROE I ► . = I � ❑ I ❑ ; � ❑ I ❑ � I w � I I Q z F-1 • I .I I R Oo', I = m I I ❑ I I ❑ yl �iaa o o • o 0 o I o I L - - - - - - - - - - - - S - - - - - L- - - - - � - - - S - - - - - - - - - -- - - - � ? I H PLANT SCH® ROO b O ULE — 0 < -j I w W M.sY afY. DOTANIGAL NAM! MH C ON NM4E SIZE ROOT NOTIM INO•TN Q N oactcu"SINCE'TOM n Az >. Ara PurA.NOOIe ts�RA.LO U811C' esseALo uMSTa 1NANZe r Na.CI1u'6l e.e 1 mP B-0nOM PA {L Q AP W ACae PLATANNaetl T2EIMD ame ammm"Mom NOA4Ar MAPIe r N L4.IPee See pew DRIP DOTMM EA PLANTI N& NOTES: o APs 12 AeaR PLATANCIOtl TO••mLDa• suamLnR MAPLE 2•ROIL 6ALP0R IMa s ORNP 047TI M e^ I. PROVIDE A I'-6'DIA.BED AROUND TREES LOCATED IN LAYM. ALSO,SEE NOTE Is- 14. WETLAND PLANTS HAVE BEEN PR N PRE-ORDERED AT ATURE'S ENHANCEMENT,INC.' 0 .. .. m s cans Or NTALIS COh•tlN NALJmOtRT 7'H K CALIPOR a.a s OaP Danes CA KL4H NTH CLEAN WOOD CHIPS. NO EOSINS OR WEED BARRIER REOIDR®,SEE DETAILS. 2480 EASTSIDE MISMWAY.STEVE NSVILLE MT SR610,(400171-3360. REFER TO . _ PPP 'a FILM G FDWYLYNO"PATNOIB. IAMOW 6112154 AWN 2'a 6A4.1pee e.e s OOP DOTNeta RA _ „._____-2. PINE GRADE AND.LOPE ALL LANDSCAPE AREAS 2%KNIMIM.-POSITIVELY NO__-__�PBYY.IPILATONs POR FLRTHE3t DETAILS. i we M PRMOI!POODTLVANICA euoar ONfOr 6011111151 ASH ]'PM CALUM e.e a GRIP DaTTOM EA RRDDLTHG,SETTLEMENT,EROSION.SEDIMENTATION OR OFF PROPERTY DRAINAsSE IS. YETLA D PLANTS WILL BE INSTALLED UNDeR THE DIRECT SIJMX'ASM OF YNIeNN RN 2 ACALMS TKICACCA PA t11.A corn"000 r Ran CAUPe. e.e s ONP aOT"M EA NUISANCE SMALL BE PEiWTTED. ENVIRONMENTAL SERVICES'W"SADDLE MOLWAIN ROAD,BOZE MAK MT MIS a 2 alsONn nAaeglcANerA eR G r I CAlO"e BOB !omp a rats CA S. CONTRACTOR TO VERIFY WITH THE CIANM AND UTILITY EOM•PANIEG,THE LOCATIONS (406)366-d104. PROTECT Ns: 01096 e•e Or ALL EXISTINGG UTILITIES PRIOR TO OP' SWANS WORK CONTRACTOR TO TO REFAIR ISSUE DATE 05AS102 ALL DAMAGES TO E)ISnNG UTILITIES,CLRBs,PA1494BM AHD STFtUCTREs WHICH 16. YErLJWD PLANTS WILL NOT REOIRE FERTILIZATION OR MILCM. STAKING OF REVISE: SW L NATvE Tweal OCCUR AS A RESAII T OF THE LONTRAGTOR'S ACTIVITIES. WETLAND PLANTS WILL BE AT THE DISCRETION OF VAUSHHN EWRONME NTAL SERVICES'. Pr 1 54 1 R F=*Twommom ex N m M PM r NOTE C.NJF R e.B •ONP a oriO.s G 4. PLANT LOCATIONS mp91QE THE YETLAID CORRIDOR SMALL BE LOCATED BY THE Il. INSTALL NO PLANTiNGs,E.RA-OINK OR OTHER,ItdROVEEHT9 THAT GOW'L1GT WITH dvowfWAL TRIM CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLAIT - PVa ID Fle),Is vIR1NROANA TICN1mlT so.mer CANL.Ow Rem Clbtm'JaIRY r tax CALIT'Ol BOB s o1aP eaneM PJ. INSTALLATIOK WITHIN THE WEn.Vo CORRIDOR THE OM M S REPRESENTATIVE WILL TrL'CITY OF DOZEMAN CLEAR VISION 1R1ANGlE RBGSIIRCMISNT'gl. _GA IS 60t"ADOrANA MOl1TAN AAH I-Aw IG]'CAL ads a CWF EMITTERS EA STAR THE PLANT LOG PRIOR TO INSTALLATION. 16. COORDINATE WITH CIVIL AND INFRASTRRICTURE CONTRACTOR TO ENSURE FINISH Eyed.mC eN TIRES S. ALL PLANTS SHALL IRE PLANTED A MIMPUM OF 24'FROM PAVEMENT EDGE. GRADES INCLUDE TOPSOIL ALLOWANCE. M I] Pse.DOTSUMA MMM&I DOUGLAS NR 8"T IdNN eRe s OUP Da1leM EA 6. PLANT MATETRIALS sMALL se FUR *Eo IN THe oUANnnes AND/oR sPALINs AS y R 27 PICeA rINLOO COLONIC 61�1 OPROICE r"7 I. glee s oNP D4TTOM EA SHOWN OR NOTED. IN CASE OF A DISCREPANCY BETWEEN THE FLAN AND THE PLANT OCIOIDIN yna4 SLNEOU"e,THE PLAN SHIALL DICTATE pZ Ce a meNls sTOLOHmDeA I®Delee D06WOCD a Gµ1OH CCMTAIIQ S ONP MITIOM tr 1. NO SUBSTITUTIONS WILL BE ALLOYED WITHOUT WRITTEN CONSENT FROM THE Ulm M 2s Nees.2 Go-vem cuutmr a GALLON C6NTA00N 2 Is Darren LA LANDSCAPE ARCMITBCT. EBBto _ le•1 eA RoeA.I�iI YiDCD•Ilene a CAREEN caNrAoaR ]OIUP DarrOM PA p � GNeles 6. ANY PLANT Nor IE�enms THE REOUIREBNTS WILL Be CAUSE FOR REJECTION. ALL Z -0 .•N 26 JJOPOes NONzz NTAus Sue oer Sue am J]OP6R s GALLON (QTADm s ONP I rrstz PJ. RE'H E C. MATS SMALL BE IMIMEDIATLLY REMOVED.DISPOSED OF,AND REPEAL® BY THE COMRACTOR � PLANT SCHEDULE - VETLAND PLANTS(Sri NOTM) S. ALL r3AnT5 ARE TI I BYEET OR EXCEED MERIC'AI E tSER AND ANDS FOR N1R6M 0 E STOCK',C.RRB(r EDITOK BY THE AMERICAN MLR9ERY AND IANDSCAPE ASSO�CAATOK SYM.STY. BOTANICAL HAMS COMMON NA NE size NOTES ALL PLANTS SWILL BE NURSERY 6ROWiN UNLESS NOTED OTHEIRYUSE. S 10. MATCH GRADES OF LAWNS TO CURBS AND WALKS AT 20.1 MAX SLOPE AND A 2% PactoUDA TIISe I•/wr1NM sLOPe PAPER TO eNasnrK GRADES. , M41 4 POrLUM TPUO10CAWA aLACK COTTON04ow 2•GAL07R e.a ■VMI-CHIM M RA 11. ALL EXISTING L.AWH AREK9 DISNRBED By GONSTFd1CTON ACTVITH SMALL BE PREPARED AND S®®AS PER SPEGIFICATONS. DRAWN: J� AA IM AN4IAIYJeO.ALIUPOLtA HMTM se vwAaeeR1• Is AALLQN CONTAUat s DRIP BOTTOM RA Ar • AU1a TeNPOUA YM44Z.Ar ALOO. ID 6AutH ex"Aam a DRIP OrtTetl EA 12. CONTRACTOR IS RMFONSIBLE FOR TOPSOIL FILL AND LANDSCAPE SRADINS. CH[.CKED: • COORDINATE WITH CIVIL CONTRACT FOR ADDITIONAL SITE GRADING INFORMATION. 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MCCXL• - -. - `---- - -- -'-- __ ... I. GONTIIACTDR SHMLL MAKE HIMSELF AWARE OF ALL EUMSTHIG AND II. SLOPE MAU4JIE9 TO DRAIN PRONGSM SITE CONDITIONS,INCLUDING PLANTING,GRAVING,BUILDING IZ PROVIDE 06GK VALVES IN ALL HEADS KTHN A ZO/E YlM3W MORE e�Q ror4IF Rarom HEADS, 6• RA BIRD 5006.C,w S_-N OR APPROVED EC UAL C4MTMZTlOJI MATER DEV9.OPM09,AND SUPPLY.PRIOR TO THAN 210E CHANGE OF ELEVATION LKISTS. CONMENCE ENr OF NOR IL NOTE ANYSLEEVES AND IRRIGATION STIES MECTRIC CONTROL VALVE I•J-1/2' RAINSIRD K)OASO-AMB-FRS-D-HP FOR FlINRG W71VC 13. LOCATE SFWIaEa HEADS TO MINIMIZE OBSTWDTION5 THAT K L PRQIECT No: 01076 I'UP TO T 6PM OR APPROVED EaIAL 2 tl nEA ccWA S6 AN LOCATE AO PROTECT/N.L UDBtGROIO LIMO NSS,KAvwsS OP TURFS,CoveiusMAV C PAVEMENTS ORY OTHER ,ATER D RAY ON ISSUE DATE 05A5/02 I I/2'UP TO 65 6f'M UTLITIES,CONDUITS,AND STRJCTIrrt�AND SHALL ASSUME BULDINGS,sTRUCTUAEs,PAVBNBMPS OR OTHt MIAT9i DAMAGE REVISIONS: 2'ABOVE 65 GPM RE9P CMIBI JTY FOR ANY DAMAGE INOLFAED. 14. CONTRACTOR SHALL Be REYONSIBLE FOR THE LOCATION,MOUNTING S. THE IRRIGATION CoRmownT INCLUDES SUPPLYING AHD INSTALLING AHD roYIER 9PF'LY TO THE CONiROLLBi WELL PU•PING PLAT AND DRIP ZONE CONTROL VALVE 1• RAINBIRD U7rZ-100 I'®(COMI rVRBYl.;rsl-M40z-lo0 GOIQECnAV TO HATER 9QRGE TO h@r F11LO CONDITIONS. OR APPRovED tSQUAI ALL MAi8NV0.9 AND FflAR4BNi FOR A COMPLETE,wroMAnG COORDINATE INSTALLATION KTH O"EAS R�NTATIVE AND OTHER OUICIC COUPLER VALVe 1' RAINBIRD 44 NP OR APPROVED ISMAL IRRIGATION SYSTS L ANY ITEMS REQUIRED TO COHGORM MOTH• i - T INTENT ARE CONSIDERED TO BE INODBRAL TO THE KOM ® MANUAL 150-ATION VALVE LINE SIZE SPEARS 2622 OR APPROVED EQUAL 4. THE IRRIGATION PLAN 15 SCHEMATIC.F03D-VEFJFY ALL DIMENSIONS, 15. CONTRACTOR SHALL BE RESPOHNS E FOR FINAL BALMGUIG NO FASTING,APO PROPOSED(.OFDITIONS,AS RPOURED TO PROVIDE ADJUSTING OF COMPLETE IRRIGATION SYSTEM IWAIDING ROTORS, a Q 0 CONTROLLHt 24 STATION RAJNSIRD ESP-24MC 4 ESP-4OMC MITH FW-0016 C0MFLM AND OPERATE SYSTEMS. SPRAYS AND DR IPLINES. p 40 STATION OR APPROVED EQUAL 16.No s mnTUTiam YoLL BE ALLOYED KTHOUT vm rEN CON5Bfr AIR RELEP6E VALVE I' BeRMA.D 4405,OR APPROVED EliIAL S. DO NOT KLLF LLY INSTALL THE SYSTEM NMEN OBVIA6 FROM TOE LANDSCAPE ARCHITECT.OBSTFUCTIONS.GRADE CHANGES AND SITE GEOMETRY EAST. S N DIPFElIBR.0 SHALL Be REPORTED TO THE OHMS REPREMTATNE ri.SEETHE SPECIFICATIONS AMID DETAILS POK FURTHER REOUIR@BAS. Q MAIN LINE DRAIN 5/4' WA SEE DETAIL 6A-SJ IN THE EVBNC NOMCATION 15 NOT MADE THE CONTRACTOR SHALL A SYSTEM WAS Oft6NW ON THE AVAILABILITY OF 46 PSI AND 55 y ASSUME ALL RESPDNSIBILITY FOR ANY MECESSAIY RMSIONS. GM AT THE FURMEST HEAD. CONTRACTOR SHALL V6UP1• 4 - - ® M54 IRRJGAT10H WSL 55 6PM WA SEE DETAIL 6/LSJ 6. CONTRALTOR SMALL AEFBU TO LANDSCAPE AHD OIFRASTRL'TIUNE AVAILABILITY AND COMPATIBILITY MOM THE WATER SOLPGE PLANS M INCLU DED)UDED)YMEN LAYING OJT HEAD PLACEMENT AMID 14. ALL DRIP IRRIGATION PIPE DOYNSTIEAMI FROM ELECTRIC VALVES LATERAL LINE AS INDICATED CLASS 200 PVC TRENCHING. IS TO RE 1o0 P51 54o6 POLYETHYLENE PPE INSTALLED MOTH INERT TYPE MANJNE AS INDICATED CLASS 200 PVC T. ALL IRRIGATION INSTALLAYM SHALL 604PORI4 TO LOCAL CODES. FIrnNGS AND VETUER'DCUME CLAMPS. a i LINES 6.OR A5 NOTED SGEDULP 40 PVC 20. ALL DRIP LATERALS SHALL BE BURIED TO HAVE A MIN COVEK OF - 6. ALL SPRIN QJ t EMPME NT' L BE PRODUCED BY THE SAME VJ _ MANIPACrJtM U JM OTHERMOSE SPECIFIED. JO'DEFRIL ALL DRIP 4'D SHALL BE AT VER PIPE UNDER FABRIC AND �+ -----------DRIP LAT�4.Al.LIME I-V4• CA-ASS TOO POLYETHYLENE MJl.H pl BUV®AT 4.DEPTH COJBt OVER PIPE IN LAWN PRIERS. " PRODE DRIP UMISATION TO MX-S AS SHOW ON THE PLANS. SEE 21. RU6 OF LOW VOLTA6E CCM IN ROL MORE E=ESS OF 600E SHALL S/4' INTERSTATE P-440 OR ArPROV®BCIUAL. 4 VI DRAWN: JAB NO SYMBOL DRIP LINES FLANnHG w.o-nU E FOR EETTER COUNTS. HO 9YiSOL FOR DRIP EMITTERS ID GPI RAINBIRD >�10 :0. CONTRACTOR IS RESP NTH ONSIBLE FOR COORDINATING N BE 12 GAZE YORE • --7 FOR SIZE EMI GAF 4 DRAIN HFRAS SLEEVE LOCATED CONTRACT ALL SLE LOCATED UNDER COH&IWTE 22. Site CLASS 200 FVC T LATERAL PIPE ACC 1MMS TO E CHECKED: JJR 91DB4AJC4 ANY SLEEVES NOT PLACED AT THE TIME OF POAR sHALL Be FOLLOWD45�' APPROVED: 5KP BORED-NO U)TNS AND rATCJNM6 OF NEW LONO[ETE WILL BE ALLOW87 I'FOR PLOWS OF B GPM OR LESS A7 CONTROLLER LETTER A7 CONT1m�LETTEIltMP ZONE STATION S oP�70B6PMM r 6FMo GRIN �� 2B.B GALLONS PER MINUTE(6PH'O e GAALLONS P6R HOUR(G 2-IA'FOR FT.OMt9 OF 46 tSPM TO 16 GRIN S DLe�—I]OAAON HEAD `�TN 6t - - - -- - -- - -- - -- - - - - ---- - -- - -- - -- -- - - - - -- - -- -- - - - - - - - - - - -ell I I I I I I . I I I I I I � I I � I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I 6 i I „ I I I 12 _ ;, I STAFFORD AVENUE too I I I I I I u I I I � I y j sI I Lb _ I `y 94 y I I I C I C F � RR CONSTRUCTION LIMITS 01 log CID 6 6 o I I I 6 1�-- — — — — — — — — —— i — — — — —— — — 1 t — T- — — — — — —uwe us — 1 WW F150 CR Al0/9000N1q PL. DBA1D76. IRRIGATION PLAN - A o >�xu VALLEY WEST SUBDIVISION, PHASE I q_ FISCHER&ASSOCIATES e " CHER&ASS CIA7 S 4 EOZEMAN, MONTANA -;• �' �� ]�I)Ym�A��lllimv�ltlud�l>y101 1 I VO •x••� � 0 : ASPEN ENTERPRISES, LLG , 1 � u �1,11111111111" I I• r 6 I I — — — — — — — —— — — — ————— — — — —— — — — — — — — — — — — — — rwrCH LUTE 12.1 I , I I I 2 I I I I I I , I I I O c tic, too I y C41I . sl I I , I to rSt I n�a =yy � 1 5 I II I 6 c Ki ------------------ -- - y 1 ` ` -------- E --- I I - ---------------------- --- ,. i fT o — t• I ° �I I i J ', r6 D a`o a-- rgN1 Dl _ • -- —� °' - °-- _ ° d` ;� .- • -- b �• �— I �1 -- r I —' — — -- -------------------- -- I. 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O rWWI LANDSCAPE 4 IRRIGATION DETAILS FISCHER&ASSOCIATES o PRO,W,. VALLEY WEST SUBDIVISION, PHASE I 0 a • L ,,,�"�,_';n;,�,�,"'s,;, �p BOZEMAN, MONTANA � m>•�_ �ML s+e.1�.1i�ItY1W 11..I.o{IS•b0 Vg ��•. 9� �. mom: ASPEN ENTERPRISES, LLG °' e.....•' • 10 1 2 3 4 PROJECT: VALLEY WEST SUBDIVISION,. VALLEY WEST SUBDIVISION - _�_ _____ _ _ _ _ PHASE2 F ,' x�. t� PHASE 2 � y E = BOZEMAN, • i MONTANA . � I BOZEMAN, . MO.NTANA s 3 _ _ OWNER: • x�'3 -— - -- PROJE T --�- ASPEN D U N E 11 ZOi04 3a OCATI N J'F-5 - ENTERPRISES, LLC d ITT 4=1 It . -11. 77 - -79 1 � i I I E PREPARED FOR: IL ASPEN ENTERPRISES L.L.C. PREPARED BY: � -�-�.� I �- �.�-,�,� ^ � 38 -b EDAW, INC. VALLEY WEST PHASE 2 BOZEMAN,MONTANA " -- NORTH NORTH - KEY MAP N.T.S. PROJECT LOCATION MAP N.T.S. KEYMAP 815 WESTERN AVENUE,SUITE 300 ' SEATTLE,WASHINGTON DRAWING INDEX LEGEND - EXISTING FEATURES TYPICAL DETAIL ANNOTATION { TYPICAL DETAIL SHEET LAYOUT 1%T"2062877700 LANDSCAPE PLANS WATER VALVE SEXISTING CONTOURS I FAX 206 343 9809 DETAIL www.edBw.com �� CURB STOP +17.54 EXISTING SPOT ELEVATION NUMBER\ 1 2 3 4 5 FIRE HYDRANT 40 - 0-001 COVER SHEET J_� BTORMORAWMANHOLE �' SHRU13(SYMBOLSVARY) 16 . Ls1D1 lAvoUTeGRAOINGpLAN-1 _� LS-501 . 6 7 8 9 10 LS-102 LAYOUT b GRADING PLAN•2 ., D STORM DRAW INLET `'P TREE(SYMBOLS VARY) 1 LS703 LAYOUT B GRADING PLAN-3 \ W SANITARY SEWER MANHOLE SHEET WHERE - - LP•701 PIAMINOPLAN-1 Q IUMINAIRE DETAIL APPEARS PIT MANHOLE UTILITY PO LE 11 12 13 14 15 LP•102 PLANTING PLAN•2 L METER PIT WATER M LP•103 PLANTING PLAN-3 E7 i IRRIGATION PLAN-I - L� OAS VALVE �_ SIGN LI.102 IRRIGATION PLAN:T 16 17 18 19 20 LI-103 IRRIGAnONPLAN3 REV. COMMENT DATE C ' LS-501 CONSTRUCTION DETAILS - LEGEND - NEW FEATURES ABBREVIATIONS . NEW CONTOUR AODL .ADDITIONAL F.F. FINISH FLOOR PERP. PERPENDICULAR BC BOTTOM OF CURB F.O. FINISH GRADE FL PROPERTY LINE xt iM NEW SPOT ELEVATION , SLOG. BUILDING FT FEET POB POINT OF BEGINNING DESIGN TEAM NEW GRAVEL WALK BLVD' BOULEVARD GA GAUGE PSF POUNDS PERSQUARE FOOT L/ BM BEAM GALV. GALVANIZED psi POUNDS PER SQUARE INCH B.M. BENCHMARK G.C. GENERAL CONTRACTOR OTY QUANTITY Oo DECIDUOUS TREE TINY OF WALL GPH GALLONS PER HOUR R RADIUS OWNER ARCHITECT DF CUBIC FEET GPM GALLONS PER MINUTE RMNF. REINFORCED CJ CONTROL JOINT HC HANDICAP. READ. REQUIRED ASPEN ENTERPRISES,LL.C. PRUGH S LENON ARCHITECTS,P.G NATIVE TREES (L CENTERLINE MOR17 HORIZONTAL SCHED. SCHEDULE SEAL: B 2416 CAMELBACK SURE S00 SECT. SECTION J� 6 tQ ii�� PHOENIX.ARIZONA SWIG 27 EAST MAIN STREET • CIR. CLEARANCE HT •RETORT 8D2)488-8l100 BOZEMAN,MONTANA 89715 11UHNN. ' //pper� CMU CONCRETE MASONRY UNIT HP NIGH POINT SF SQUARE FEET ( (d08)6S7.1255 - b(1 ORNAMENTAL TREE COL.. COLUMN I.D. INSIDEQIAMEIER SFF SQUARE FEET FACE -``�•SANDRA K••;''�. �YY CONC. CONCRETE INFO INFORMATION SHT. 6HFJ:T = FISCHER. = CIVIL ENGINEER WETLANDS CONSULTANT EVERGREENTREE CONT CONTINUOUS WRIT. IRTFLEVATION 61M SIMILAR Q, : CONT. couruNER IRRIG. IRRIGATION SPECS SPECIFICATIONS a.E MORRISON-MAIERLE,INC. VAUONN ENVIRONMENTAL SERVICES CY CUBIC YARD Jf JOINT y Ili SCORE JOINT 001 TECHNOLOGY BLVD..P.O.BOX 1113 8353 SADDLE MOUNTAIN ROAD O DECIDUOUS SHRUB D ' DEPTH L LENGTH TA TOP OF ASPHALT _ �'�i'�iaa 111�1a����``� f'- BOZEMAN,MONTANASWTI BOZEMAN.MONTANA bSTib OW0 DIAMETER LF LINEAL OEET T.C. TOP OF CONCRETE Z (406)587-0721 (40S)SBNF6809 - DIM(S) DIMENSIONS) LP LOW POINT TC TOP OF CURB W - ® EVERGREEN SHRUB OWG DRAWING MATL. MIATERML TW TOP OF WALL LU EA EACH MAX. MAXIMUM TYP. TYPICAL LANDSCAPE ARCHITECT EA EDGE OF ASPHALT MECH: MECHANICAL UWD. UNLESS NOTED OTHERWISE DATE:06/112004 U TURF GRASS SEED MIX 111 BARK AREA) EC. EDGE OF CONCRETE MFR. MANUFACTURER VERT. VERTICAL JOB NO.:3E08 5.01 O :DAW,INC. 0 ORYIAND NATIVE SEI�MJX112 EL V ELEVATION MISC. 'MISCELLANEOUS WI W17H DRAWN BY:JKB :is WESTERN AVE,SUITE 300 - ELEC. ELECTRICAL M11N. MINIMUM VJ.F. VERIFY IN FIELD SEATTLE,WASHINGTON BB704 - Z (206)287.7700 - CORRIDOR WETLAND NATIVE SEED MIX 03(MAYNARD•BORDER CORRIDOR) EJ EXPANSION JOINT NITL METAL W. WIDTH CHECKED BY:SKF O _ EQ EQUAL N.I.C. NOT IN CONTRACT WIDTT WITHOUT F- LAKE WETLAND NATIVE SEED MIX aAm pemmETER) EQUIP. EQUIPMENT NOM. NOMINAL WWF WELDED WIRE FABRIC DRAWING TITLE: j A EXIST. EXISTING N.T.S. NOT TO SCAI F ()• ()DEGREES LAKE UPLAND NATIVE SEEDMIXS5(LAEPERIMETER) EXT. EXTrAOR OC ON CENTER NUMBER„ • FDNL FOUNDATION O.D. OUTSIDE DIAMETER (pi ()FOUND COVER SHEET.: D EMERGENT ZONE PLANTWO(SOO S TUBLINGS)AROUND LAKE 'Z O SHEET NO-: U G-001 . 1 2 ........... p_ `* (0 EDAW INC.AI I RU . RFAIiii R1 -- /— FUTURE PHASE /= - 30 15 0 30 " � TRAIL,END TRAI AT CONSTRUCTIONLI ITS CONJRUCTIONLIMITS PROJECT: VALLEY —9 �— WEST �paasae• 9.99.1A.{ \\ ( SUBDIVISION,\ \�x PHASE 2 % " MAYNARD-B,ORDER^ TCH BOZEMAN, MONTANA OWNER: BEACH AREA AND SAND LOT NOTES: �% f 1 ASPEN 1. PICNIC TABLES,BENCHES,LOGS AND BOULDERS WILL BE INSTALLED UNDER THE DIRECT SUPERVISION ~^ \ / / i - ®� \'`�`l• \\I ENTERPRISES, LLC OF THE OWNER'S REPRESENTATIVE. "2. PROVIDE 1/4 MINUS CONCRETE SAND OR MASONS SAND FOR THE BEACH AREA AND THE SAND LOT. E nan 19 ' \ EQUIPMENT SCHEDULE: \` y 105 '1�I� �I � •4 �'I 4710 I �- LANDSCAPE BOULDERS: l ---- SPECIFICATION: LOCALLY AVAILABLE BOULDERS APPROXIMATELY 2.5X5'IN SIZE. r U BENCH,TYP. II`II� LANDSCAPE LOGS: KEYMAP I � NPC-121T`\ \ I / SPECIFICATION: LOCALLY AVAILABLE LOGS APPROXIMATELY 20'LONG X 24"DIA.IN SIZE. � \ 4769D \ II / a,assa PICNIC TABLE: /� r i \ n r° ` N SPECIFICATION: GAMETIME,1-80D-453-2435;SINGLE PEDESTAL TABLE(#1881) / 81S WESTERN AVENUE,SUITE 300 COLOR: BLACK v - / - Q` 5\ \ �,\ SEAT ME,WASHINGTON c=" / ` ¢ \PROVIDE 4'BY 4'CONCRETE PAD,CENTERED,UNDER TABLE. SEE DETAIL 1ILS 101 98104 I °�° TEL 206 267 7700 BENCH: \\ q, FAX 206 343 9809 HP SPECIFICATION:.GAMETIME 1 800-053-2435 STRAIGHT LEG BENCH #4066 47 \� J j - www.edew.com COLOR: GALVANIZED WITH DOUGLAS FIR SLATS , °s • \\, Post MAY RDBORDER DI CH CORRIDOR 1 ` /•%�� \I 4,-0" I \ /°3 t Pr aN9a6 0 FEET WIDE) I t ttt I \ i I' 3.58.194TUM \ \ 14.M I `\ \�\\\\ II REV. COMMENT DATE 4 ` \�1\\, \ , I/Na.6 PG1/.14g6 I CONTROL JOINT, 4', j0,� a��j• j 3/8"DEPTH �� � n/aTas I c \ � / ° >B /LW EDGE,ELEV4763.00 r � Lp MR tR LIGHT BROOM FINISH; ¢\ �,o GRAY COLOR SEAL' wunnrn�� an 19A ,g W\ 1 `t � I _ 'SANDRA K. TaT �^•„ r..Yi o •\..S,F� 0 / l = FISCHER PLAN VIEW \\\1� I G x \ ne,tffi +aE' ``^ssa co)CONTROL JOINT,3/8" _ g iI I 'numiu�" DEPTH { "i6N6d6 I / Z MINIMUM 1%SLOPE pta.�m FINISH GRADE UB �$' o c v o CONCRETE TO DRAIN LOGS pt '�^ / 9 �� 1�od I \ 1 DATE:0611112004 U "� �`` e/` i T::;.;i I r It \ / JOB NO.:3E085.01 0 —III '•'!'` "" BENCH,TYP. C I I t / S' DRAWN BY:JK13 • -III- - - - --�- -) \3/4"MINUS CHECKED BY:SKF z .::�.'•:�'.'.".r,;.._; PIC TAB I i H i-III-III-III-III-III GRAVEL BASE, a 40 ' f :::.. / t 0 �ii DRAWINGTITLE: A — — — — — — — — COMPACTED TO95% LA MAPS\ �l 4 PICNIC LE TYP a<" \ SECTION \ BOULDERS -X' 20 \ m` 9 \ LAYOUT& SUBGRADE,COMPACTED 20 To 95% GRADING PLAN - 1 'I. CONCRETE PAD UNDER TABLE \ SANDLOT °�''` ' '.`= > .. BE"y`' `` I I SH 0 EET NO.: U LS-101 NO SCALE '"• MATCHUNE-SHEETI -� apmt4 g I ~ Pmt°1 MATCHUNE-SHEET 2 I LS-101 cW» 1 2 3 4 MATCHLINE-SHEET I _ trmt , 1 LINE TABLE CURVE TABLE 4769 MATCHUNE•SHEET 2 i PROJECT: VALLEY ,,,� ' 1 WEST LINE LENGTH BEARING CURVE LENGTH RADIUS \�`\ c I 20 nas, r SUBDIVISION, • L, - - Cl - - 1 416834 _._ PHASE 2 F L2 84.61 N09°31'S3"E C2 18.95 120.0 \ j��'.. \'L-AKEEOGE,ELEV4763.00 /PICNIC TABLE,TYP. I ; I L3 31.44 N04°06'02'W C3 44.37 50.0 �• ___ L4 50.40 N54' S5W C4 42.92 40.0 gyp\ •� 1 1ym0a1 i g BOZEMAN 11 I ' 1, 11 1 ' L5 50.62 NOS 54'WS5'W C5 18.40 30.0 s , l L6 8.09 N40'55'20"lN C6 23.38 30.0 �G�+�\ \,tp47AB]D �.o%� '+b�� 4 . MONTANA L7 65A3 NO3-45-57-E C7 41.14 40.0 O °y C j p s� L9 18.58 6LB 20.95 4 820E C9 31.83 30.0 yGy?J\ \. /� fl 1. f" 1 L10 18.41 N40-34-50-E C10 35.80 30.0 \t AOSPENR. L11 66.09 N08'07'09NV C,1 46.13 50.0 �} �� ENG02-0075 02 24A3' N70°4627E C12 34.00 40.0 _ - ' ;' 416115 _----,_ / �'' ENTERPRISES, LLC L13 53.24 SIB°21'37.'E C13 83.26 65.0 \' " \ � - 037M '-srRI0c00,END,i"MMIS L14 54.82 S49°04'8°E C14 79.30 50.0 \ �` \` 476. a�o1 ll aeato 8 L15 36.03 S01*2427 W C15 34.84 65.0 �' ` 4 - • '• Lt6 14.78 S50°49'32'E C16 44.05 65.0 \- ttte �' / EFERTOCIVILDRAWI n."T 1 I i� �, 1 _��--r; � � �•.� L17 54.64 SO4°571101W C17 45.58 50.0 / `` - % FOR SIDEWALK 1 }.`• ,t E L18 25.38 S11.29'S9°E CIO 48.68 50.0 \ N •\ ont�et'�tss I � 9 LAYOUT.TYP -�.:.1j� „.. i I I "'v� L19 29.95 S37°02'37 E C19 28.72 100.0 L20 40.88 SO4°24'001W C20 44.58 100.0 L21 11.17 S17°41'46°E C21 36.17 50.0 L22 1 10.571 S69°4031V C22 28.92 75.0 / __ c�, / DFSMEWALK t' L23 37.33 S45°01'16'W C23 110.53 75.0 / _^,\ e 12i/• \� /� 9`� \ / l : r I I g 3a b l24 6.33 N44'35'8'E C24 37.91 100.0. � \b 4i /.�• � !y, � • 1 I // , L24a 9.61 S82'605'E C24a 114.16 120.0 �'• L25 36A8 S74°4T30'W C25 18.62 20.0 �< IN L26 30.81 W4°21'59'W C26 106.40 30.0 % (�. \ \ � GPQ k 3s� 1 t 1 I I I - . L27 21.61 N28°36'41E C27 32.29 50.0 KEYMAP o L28 45.07 S79'22'09'W C28 28.30 40.0 4 - a;,P `� I dA ,/ I 0 / L29 16.76 S1B°0270'W C29 22.71 20.0 ,l .' 19 Q �h 'J� L30 7.81 S46°26'01 W C30 9.95 20.0 L31 5.97 S25.56'54-E C31 12.65 10.0 oFSDI Ew�W(E D L32 29.73 S78°34'62'E C32 32.29 35.0 - ` 1> �' _ `_" /// I '�\ �I i I %' / 815 WESTERN AVENUE,SUITE 300 h' L33 22.33 N53°03'34'E C33 29.40 35.0 �_� - - / asom �-'' j i �\ � SEATTLE,WASHINGTON L34 47.95 N30°12'56'VV C34 71.93 64.0 \(`� MATCHGWNE 19 i'" I �1 \ I / 98104 L35 32.11 S30°58'15'E C35 32.94 88.0 = 1 •�, OFEIDEWAO( Itrmsa�` � I (� t ! I TEL 206 267 7700 I \ z� �A=LLEY6 FAX 208 343 9809 L36 18.49 S60°01'34'E C36 48.68 96.0 www.edew.com _ { L37 8.93 S29°50'11°W C37 73.71 47.0 / \ / - Q� 1 \ ` _ L38. 26.40 S47°2,'26'71V C38 37.44 \` %I ,\ '� L39 11.09 N00°0(YVV 00 C39 69.34 50.0 i ` ry I 1 11t` j r W • / i Z \ ® r L40 8.20 N35°50108°W � CAD 20.45 17.0 BENCH, L41 3426 SBrIV52'E C41 2625 '18.0 i \ \` , e1 t'� L42 3.23 N60'41'8"W C42 72.11 92.5 - j/ � �, \ \�\ �t'a19 MATCH GRADE uDe r rr 1 C43 95.23 72.5 aFE)aSTMTRPJL C44 106.74 77.5 \\` `\\.` ¢,•\ ^-__ l' �� / ! / \ 191 1 } C45 55.42 42.5 i �`.\ ` / I / (� J C46 29.85 52.5 -- ' / i \ \\ �� �• i � \. \ 1 z C47 38.55 64.0 , / �\ (`,/ 0!1\-\ ^�\�� \\ •�'•r-�-\ I REV. COMMENT DATE C C48 29.14 10.0 e., / j' ` \\ \� gSKU \ I 1 C49 31.44 10.0 C50 44.38 82.0 C51 11.05 8.0 / I r r ( smEwnix / I L__ 00VER STRE C.ONSTRUCIION.LI _ I SEAL: ao / / \"\ / \ ,S •I I/� s •.,/ 'SANDRA K. DITCHr ' o F/� a„ ORDEER� s au `` H \ \ I DITC RRIDpR I z (70 WI E) W OF M ❑1• I I L�J DATE`.08/112004 UO _ r I ---•-.�._�. I r � J ` I JOB NO.:3E085.01 0 z\, j / I( ># _• r I DRAWN BY:JKB CHECKED BY:SKF 0 DRAWING A -� 7 i•-� I /� •; �--_ Imo'"� / lTITLE: LAYOUT& cr GRADING PLAN -2 z 30 15 0 30 " O �\ i, 1 / SHEET NO.: AL-L'fY 2 y �.p x- '`. \ `I I . i ` ALLEY 4 LS-102 uWi 1 2 3 4 aB EDAW INC.ALL RIGHTS HESEHVED m 2 3 4 PROJECT: VALLEY / WEST SUBDIVISION, • F PHASE 2 BOZEMAN, ' MONTANA OWNER: ASPEN ENTERPRISES, LLC E ' 1 3a — 1 b A B n KEYMAP 815 WESTERN AVENUE,SUITE 300 'PREFER TO CIVIL DRAWING SEATTLE,WASHINOTON FORSIDEWALK OUT 98104 —_ •d AND DING TEL 206 287 7700 \ / - FAX 206 343 9809 r. www.edew.wm Y CONSTRUCTION LIMITS C I /—— REV. COMMENT DATE Fil U / / U C 'STREET - SEAL: ;•SANDRA X. REFER TO CIVIL DRAWINGS �� FlSCHER FOR SIDEWALK LAYOUT - q j ` — ---_MD GRADING • a ''����iinuip`�`�o```` fl} H Z W o DATE:0 6/1 1120 0 4. U y JOB NO.:3E085.01 0 C DRAWN BY:JKB Z — _ = CHECKED BY:SKF 0 • A DRAWING TT11 E: j -----_- �- \ LAYOUT& GRADING PLAN - 3L ALLEY 2 0 30 15 0 30 0421 �" ~i' ---- / SHEETNO.: k � �M � - LS-103 o TM ' o 2 3 4 ®EDAW INC.ALL RIGHTS RESERVED D] 1 2 3 4 = 2 3 , I/ 2 30 ,5 D 3D PROJECT: VALLEY �S-KR SB RW S I S I� CONSJRUCTION LIMITS " PLANTING TREATMENT AT MEYERS LAKE/MAYNARD—BORDER DITCH ), �;� I T t f*:T i4;;; F WEST ZONE TREATMENT ELEVATION RELATIVE ELEV. ! k�iltfd 3�/ �'� �>rl SUBDIVISION LAKE EDGE 4763' 0' yA yt.e iL-�i \ C'•h���-; a� , PHASE 2 M 5 l:w , r {4i; c r y.,_ Ls .rw'� PN • F EMERGENT SOD MATS,TUBELINGS,&LAKE WETLAND NATIVE SEED MIX#4 4763'-4765' 0'-2' 2 ,lr `� - -£�'3:+�cce�=� (I +•;� + _ 2 1 } ' ,Y/I I "ry'f�`t ' SATURATED LAKE WETLAND NATIVE SEED MIX#4 4765'-476T 2'-4' v 3 PG � ��aa;,rty:,l r "nY.irs -,.;al Pv BOZEMAN, -UPLAND(AT LAKE) LAKE UPLAND NATIVE SEED MIX#5 4767'+ 4'+ ,\ RW \\\ I MONTANA t]p f t UPLAND(ELSEWHERE) DRYLAND NATIVE SEED MIX#2 OR TURF SEED MIX#1 VARIES-SEE PLAN VARIES I a F„ I q MAYNARD-BORDER CORRIDOR WETLAND NATIVE SEED MIX#3 ON DISTURBED VARIES-SEE PLAN VARIES \ )/ CORRIDOR AREAS OF STREAMBANK,SEED MIX#5 ELSEWHERE / RW OWNER: / l AA :., , t'f �'. (f•� CORRIDO WETLAND NATIVE SEED'MIX#3 ASPEN REFER TO PLAN AND PLANT SCHEDULE FOR SHRUBS$TREES AROUND MEYERS LAKE. '"`7'¢ '� ON DISTU BED B K AREAS.USE SEED MIX#5 2 1 ` r''•9t1 IN OTHER DISTUREDAREASOFCORRIDOR ENTERPRISES, LLC SLU SLUVI L TUBELINGS x i M n y PCi , SB 34 TYP. ',¢{' I• SAR SAR +�'�Y� 'rF`\,:� \, ), �, ii,91 1 _ TUBELINGS: 3 tj LAKE WETLAND NATIVES I. 10 CU.IN.TUBELING(SEDGE) ,I, V PLACED ON 1 TO 2 FOOT CENTERS V' MIX#4 ON SATURATED ANDr�,,;(; \ EMERGENT ZONES / t 6 ,ki,-ram C' V 'V SOD MAT ,�` � {�1{ SLLI �s�, � 4 \ rr3 I 'EC \s -- S ` ( ,\, ; 1 -- V SOD MATS: 217 WETLAND SOD MATS SLAVAGED .r S 2 I '` ,'a 2 \ I _!A "1' .' -, ''S�`';�' �t� -� KEYMAP ONSITE-4-W DEEP PLACED ON ,{ }`�- .f,�+:_dr = je \17 / EMERGENTZONES. 9 \ yy, SB TUBELINGS -_ 3f 4:) r r �— 4^ `I `r&*3f\ \ I 815 WESTERN AVENUE,SUITE 300 D 3 $ n" E *c\ \\ I SEATTLE,WASHINGTON W A 18104 � SB 'f. '1r' 2 2 it-x i +�'� I \ TEL 206 267 7700. FAX 206 343 9809 d V ,II I n OPEN WATER - - � ! ! !�,"� j � ,1,� � '4�� �,,,Cr�9 {, 3 � / WWW.BdBW.CORI y y LAKE WETLAND NATIVE SEED MIX#4 .1. OVER SOD AND TUBELINGS #� �'ti4 - I Sn yf d•I„ 1„•\ );,(,� I. \� • - V SOD MAT - 2 3' 1 .v 3Oil y sit 2AA RW LAKE -20'WATER I SHORELINE. DEPTH W ELEV.4763 999 RA 1 $ SB LAKE UPLAND NATIVE SEFtD MIX t15 ' :�?. \ \• \\ p _ LAKE WETLAND NATIVE SEED M X#4 ON '�h'M�1 I PYfi`\ \ 1 1 } a �\ \ REV. COMMENT DATE C \y } _ `SATURATED AND EMERGENT'ZONES f x �\\ .`\1 II / EMERGENT ZONE E41 GENTZONEPLANTING-REFER TO182/LP-101 SOD/WETLAND TUBELING PLANTING � LAKE, ND NATIVE SEED MIX#40N SA T LP-101 NO SCALE +( { i T,m, �•��_ .ED AND EMERGENT ZONES �:•: EC \ IA#UPLAND NATIVE SEED SATURATED EMERGENT ~U 6y.- + I \ ///���AA���EE EDGE,ELEV 4763.00 ZONE ZONE +I (4785'-4387') (4763'-43851 - 3 SAL SBi , I 8 z / U f T v LAKE WETLAND LAKE WETAND LAKE WETLAND w'- SLU 4 2 3 f.. I \ SEAL: ``.` .,..11vvv B SEED SEED MIX SEED `� rt , I C. RW SLA/ - — 1 I PLANT SPECIES: TUBELING SPECIES: .TUBELING SPECIES: 2 K,�j-�y, 5�' ` _� EC `�-� r ` Rv` 1 I ;•SANDRA K•% CONTAINERIZED SLENDER RUSH CREEPING SPIKERUSH _ RT WAR —Awnsi 1 /J c -�.�,- d . ' l _`, FISCHER i PER PLAN BEAKED SEDGE BEAKED SEDGE - p;.."di' "'- ;j PT t'-� ?• ' - 2 •, NEBRASKA SEDGE NEBRASKA SEDGE WATERSEDGE HAROSTEM BULRUSH PLANT SPECIES: SMALL-FRUITED SULLRUSH +, ,igr, v�%i11p1171�'ptf"```` BOOTHIBESS WILLOW 3 1rt"r "�i 3 { ) �2`kl* �l I F_ UU > ' Rq ' c5 c�fa 1,t Frr° RW PN y ( PV I � z; DATE:06/1,/2004 U NOTE:VERTICAL AA `L.-'-L1'`>�., E.,�M]L•, ` SB . -. �\' ` JOB NO.:3E085.01 SCALE EXAGERATEDo-a�;. _ •'� / _ x.A O `•�•= :'•IL<: �'�� •�, ( /- DRAWN BY:J103 a I 1§� Z TURF GRASS / ()3 i I �: rn CHECKED BY:SKF O LAKE ELEV. �_ ^;u'�(*•ri s SEED MIX#1 / yr I I H A 4763' SAL 2 .� -n �\ / / , ' '' ��. DRAWING TITLE: U • E�'r.,Lc n' ;A CORRIDOR WETLAND N HIVE SEED MIX#3 T1 y L_e__ v. .t: x' +: TRANSITION SHALLOW MID(S•TD-20', Pv E •a.� n� l �.� 1�� --__�' DN.DISTURBED.9ANKAREAS.USE SEED MIX 95 F � \ _ 3 PLANTING PLAN - 1 (-W TO.6') WATER DEPTH) ZIN OTHER DISTURBED AREAS OF CORRIDOR r '• a u�i 3 e \Y � 3 E Z RA �� y r 5 �y,$ .<` a r tfn '•I SHEET NO.: 2 WETLAND VEGETATION IN THE I EMERGENT& SATURATED ZONES R *� Li PT \ �Hm'S ��^ � � MATCHLWE-SHEER �'� , AL ,°" i� f �� `�Y 2 MATCHLINE-SHEET24 LP-101 'LP-101 NO SCALE � � 'e'+ +� LL -`I- 5, �_ Z 3 4 (0 EDAW INC.ALL RIGHTS RESERVED m- 1 2 � mm MArcI1uNE-SHEET 1 LF `. 1 PROJECT: VALLEY 2 MATCHUNE-SHEEi2 cJA 2 a- WEST ? �r i 1JY I yj r 2 � SUBDIVISION, RV-• \ k: grra s j I WETLAND NATIVE SEED MIX 44 ON �P + I A /z /! j PHASE 2 ` " I SATURATED AND EMERGENT ZONES t I �7 j r� 1; 1 a j J LAKE UPLAND NATIVE SEED MIX#5 _ �jAry p��F / LAKE EDGE,ELEV 4763.00 - _ F ° f 5�J r �3� LAKE UPyNND NATIVE yULrFws € EMERGENT ZONE PLANTING-REFER T01&21LP-101 y�s 3' 7rth yg n} ih 3 i' I. *�d *` SEED MIX BOZEMAN, 'a I , ra a - .;t � �° ' i MONTANA n�� '0 3 3 1 2 3 fi / T' i IJPP AA PT SB RA " 1+rr t` r i3�F �� � ( � r" � � rS,� (, 2 -- -- { — OWNER: r M�i z 1 --r-- ASPEN �fi\ wj � : _ ENTERPRISES, LLC 2 AE - •-r• RISES, `�•� � a,sz �y-:�'��t`�9�ryrµ k y ,pe qy- `.� / - `�',��t g�'yr? ''d4 A __ �% •`_\ S L �I�1,,L€�' ��.\ � yr j'/'1i j� �a. A' E �� �l, \ ��� s N:i cw��islJ�yi r'r. "'�� t y(�'���s'y�.•v�s ,AE- -- i \ � 1 jAE — _ z CS n 1 / /�`,���.5�. •S � .\ 'I I 1 � o E % KEYMAP 1 I � p ..Ap._� \ t / ' 815 WESTERN AVENUE,SUITE 300 1 ( SEATTLE,WASHINGTON' 1 AP 98104 FAX 2063439809 www.edaw.wm \ cs I Z r \ C 1 REV. -COMMENT DATE RF GRASS / � �' �_ EDMIX#1 , `gRYtA19B,NATIVE�\'. APS �\ �Y�EDMI � L IIiI g � \% \ / I I OVER STREET i P E 1 PLANTINGS RESERVE) \ \ I ffA CONSTR N. MI S_ SEAL: RA quuuu, PN ON i' . IX _ 'SANDRA K•', /� •�. \\ �` •�. , \ I 1 _S 1 _ FISCHER , CV F�RIDOR NAT D h I _ \\ / •. l \ o \ IDOR OND TURBE BAN AREA .0 ESEED IX . 4. r \`\ �E. i D IINOJRi DIST B 0 CO RI R LU 1 I I P 1,LANTI GS /- ,I I DATE:06/11/2004 U JOB NO.:3E085.01 0 I �1 ` 0 .._.. ' �. DRAWN BY:JKB U ❑ !—' `�_ ;I : �' CHECKED BY:SKF / __.,.r_ - -- U A �% / sS / t DRAWING TITLE: PLANTING PLAN -2w co O SHEET NO.: U 30 15 0 30 _.� - -�•.._��_ ----��. .ALr=Y2- -v -�.�� A. '.....�',.� j \� (\�_❑., I ;IALLEY 4 ` co _o 2 3 4 (0EDAW INC.ALL RIGHTS RESERVED CO A 2 3 4 PLANT SCHEDULE �I PP J �� 1 s PROJECT: VALLEY SYM. I QTY. BOTANICAL NAME COMMON NAME SIZE ROOT NOTES � PVS WEST DECIDUOUS SHADE TREES 1 SUBDIVISION, F AE 14 ACER PLATANOIDES'EMERALD LUSTRE' EMERALD LUSTER MAPLE 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA PT/ PHASE 2 • AP 32 ACER PLATANOIDES'EMERALD QUEEN' EMERALD QUEEN NORWAY MAPLE 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA I APS 12 ACER PLATANOIDES'SCHWEDLERI' SCHWEDLER MAPLE 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA \• 1 I BOZEMAN, CO 2 CELTIS OCCIDENTALIS COMMON HACKBERRY 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA \p MONTANA i • FIN 12 POPULUS TRICHOCARPA BLACK COTTONWOOD 3"MIN.CALIPER B&B 5 DRIP EMITTERS EA OM 5 1 QUERCUS MACROCARPA BUR OAK 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA 1 OWNER: SMALL NATIVE TREES AP ASPEN PT 15 POPULUS TREMULOIDES QUAKING ASPEN 2.25"MIN.CALIPER B&B 5 DRIP EMITTERS EA �� SLA 1 9 SALIX LASIANDRA PACIFIC WILLOW 2.75"MIN.CALIPER B&B 5 DRIP EMITTERS EA - 1 ENTERPRISES, LLC ORNAMENTAL TREES AP PVS 17 PRUNUS VIRGINIANA'SCHUBERT' SCHUBERT CANADA RED CHOKECHERRY 2-MIN.CALIPER B&B 5 DRIP EMITTERS EA PVS IETPRUNUSVIRGINIANA I / SA 7 1 SORBUS AUCUPARIA EUROPEAN MOUNTAIN ASH 1-3/4"TO 2"CAL. B&B 5 DRIP EMITTERS EA I E EVERGREEN TREES PG 6 PINUS NIGRA AUSTRIAN PINE V-7'HEIGHT B&B 5 DRIP EMITTERS EA _ PP I 19 PICEA PUNGENS COLORADO GREEN SPRUCE 5'-T HEIGHT B&B 5 DRIP EMITTERS EA DECIDUOUS SHRUBS ' /' AE ' 3e AA 17 AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY 15 GALLON CONTAINER 3 DRIP EMITTERS EA b CS 9 CORNUS STOLONIFERA REDOSIER DOGWOOD 15 GALLON CONTAINER 3 DRIP EMITTERS EA I Ill _ EC 12 ELEAGNUS COMMUTATA AMERICAN SILVERBERRY 5 GALLON CONTAINER 2 DRIP EMITTERS EA 0 PV 19 PRUNUS VIRGINIANA COMMON CHOKECHERRY 20 GALLON CONTAINER 3 DRIP EMITTERS EA 1 KEYMAP RA 38 RISES AUREUM GOLDEN CURRANT 5 GALLON CONTAINER 2 DRIP EMITTERS EA 7 RW 40 ROSA WOODSII WOODS ROSE 5 GALLON CONTAINER 2 DRIP EMITTERS EA SAL 10 SYMPHORICARPOS ALBUS COMMON SNOW13ERRY 5 GALLON CONTAINER 2 DRIP EMITTERS EA DR ND N SEEDDRYL MID NATIVE ' S MIX#2 SEED MIX#2 p 1 _—___ 1 SE WESTERN AVENUE,SUITE 3D0 SAR 6 SHEPHERDIA ARGENTEA SILVERLEAF BUFFALOBERRY 15 GALLON CONTAINER 3 DRIP EMITTERS EA SEATTLE,WASHINGTON SB 18 SALIX BOOTHII/BEBBIANA BOOTH/BEBB WILLOW 15 GALLON B&B 3 DRIP EMITTERS EA 1 1 QM 1 1 1 .l. Y 2 APS 98104 PV SA PV PT QM PP TEL 206 267 7700 SLU 6 SALIX LUTEA YELLOW WILLOW 2.75"MIN.CALIPER I B&B 3 DRIP EMITTERS EA d SA FAX 206 343 9809 \ www.edew.00m x r iii f • „ 2 PLANTING NOTES: Pvs _ .� 1. PROVIDE A 1-6 DIA.BED AROUND TREES LOCATED IN LAWNS. ALSO,SEE NOTE 16. MULCH WITH CLEAN _�.R AP / WOOD CHIPS,4"DEPTH MIN. NO EDGING OR WEED BARRIER REQUIRED,SEE DETAILS. 4 2. FINE GRADE AND SLOPE ALL LANDSCAPE AREAS 2%MINIMUM. POSITIVELY NO PUDDLING,SETTLEMENT, �` DO 1 EROSION,SEDIMENTATION OR OFF PROPERTY DRAINAGE NUISANCE SHALL BE PERMITTED. COS\ Y CONSTRUCTION LIMBS 3. CONTRACTOR TO VERIFY WITH THE OWNER AND UTILITY COMPANIES,THE LOCATIONS OF ALL EXISTING \ LLI Lr AE C UTILITIES PRIOR TO COMMENCING WORK. CONTRACTOR TO REPAIR ALL DAMAGES TO EXISTING UTILITIES, 1 / 1 1 1 3 1 1 1 1 2 �•�-3 u% REV. COMMENT DATE CURBS,PAVEMENTS AND STRUCTURES WHICH OCCUR AS A RESULT OF THE CONTRACTOR'S ACTIVITIES. P d PVS PT PP SD SSA VS SA CO PVS 1 4. PLANT LOCATIONS OUTSIDE THE WETLAND CORRIDOR SHALL BE LOCATED BY THE CONTRACTOR AND ND NATIVE SEES A APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANT INSTALLATION. WITHIN THE WETLAND CORRIDOR,THE OWNER'S REPRESENTATIVE WILL STAKE THE PLANT LOCATIONS PRIOR TO INSTALLATION. 5. ALL PLANTS SHALL BE PLANTED A MINIMUM OF 24"FROM PAVEMENT EDGE. 1 / 6. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED. F QM AP IN CASE OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT SCHEDULE,THE PLAN SHALL DICTATE. % 7. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. O 1 8. ANY PLANT NOT MEETING THE REQUIREMENTS WILL BE CAUSE FOR REJECTION. ALL REJECTED PLANTS SHALL BE IMMEDIATELY REMOVED,DISPOSED OF,AND REPLACED BY THE CONTRACTOR. 9. ALL PLANTS ARE TO MEET OR EXCEED'AMERICAN STANDARDS FOR NURSERY STOCK',CURRENT EDITION,BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL PLANTS SHALL BE NURSERY ^— SEAL: GROWN UNLESS NOTED OTHERWISE. C�_ TREE 10. MATCH GRADES OF LAWNS TO CURBS AND WALKS AT 20:1 MAX SLOPE AND A 2%MINIMUM SLOPE. SANDRA iC• TAPER TO EXISTING GRADES. e ��- 1 _ FISCHER 11.ALL EXISTING LAWN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND 1 AEjam` c SEEDED AS PER SPECIFICATIONS. PVS 1 1 E111111r` '. 12. CONTRACTOR IS RESPONSIBLE FOR TOPSOIL FILL AND LANDSCAPE GRADING. COORDINATE WITH CIVIL L CONTRACT FOR ADDITIONAL SITE GRADING INFORMATION. pp y AE W 13. THE PLANTING AND IRRIGATION INSTALLATION SHALL BE THE RESPONSIBILITY OF ONE CONTRACTOR. DRYLAND N 2 SEED MIX#2 z DATE:06/11/2004 U 14. WETLAND PLANTS WILL BE INSTALLED UNDER THE DIRECT SUPERVISION OF VAUGHN ENVIRONMENTAL G V JOB NO.:3EO85.01 U SERVICES'8353 SADDLE MOUNTAIN ROAD,BOZEMAN,MT 59715(406)586.6909. 2 0 QM � A� DRAWN BY:JKB Z 15.WETLAND PLANTS WILL NOT REQUIRE FERTILIZATION OR MULCH. STAKING OF WETLAND PLANTS WILL BE z CHECKED BY:SKF 0 AT THE DISCRETION OF'VAUGHN ENVIRONMENTAL SERVICES'. $ 1 H • A 16. INSTALL NO PLANTINGS,GRADING OR OTHER IMPROVEMENTS THAT CONFLICT WITH THE CITY OF 1 AP 2 DRAWING TITLE: BOZEMAN CLEAR VISION TRIANGLE REQUIREMENTS. PT PVS PLANTING PLAN-3 Of 17. COORDINATE WITH CIVIL AND INFRASTRUCTURE CONTRACTOR TO ENSURE FINISH GRADES INCLUDE — o / 1 U TOPSOIL ALLOWANCE. �_1 V�� Z 18. REFER TO SPECIFICATIONS FOR SEED MIX COMPONENTS,SOIL AND SOIL AMMENDMENT — -- AP SHEET NO.: U REQUIREMENTS. �! __�--- A 30 15 0 30 " \ LU PV s LP-103 C40 ` 1 Q 2 3 4 ®EDAW INC.ALL RIGHTS RESERVED W 1 2 3 4 D3 OTE:IRRIG TON LIN IN C G.BURY 1'-0" IRRIGATION NOTES 10 6/ 65 COVER WI HAPPR%-C STONEP OTECTION. PROJECT: VALLEY I,rP,, �, i CONSTRUCTION LIMITS WEST 1. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING AND 18 17 -- �-`� PROPOSED SITE CONDITIONS,INCLUDING PLANTING,GRADING,BUILDING \ - I''P.E. -� �\ .CONSTRUCTION,WATER DEVELOPMENT,AND SUPPLY,PRIOR TO _ _ I Q 1 y� r �� I SUBDIVISION, COMMENCEMENT OF WORK. NOTE ANY SLEEVES AND IRRIGATION STUBS %D2 2 PHASE 2 F FOR FUTURE WORK. '•,•` i 280 .,` _ ' = If / '9°/ i� ♦/ 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUNDS UTILITIES,CONDUITS,AND STRUCTURES AND SHALL ASSUME / (•� ;I �\ �� i \� r)l� -�� •j RESPONSIBILITY FOR ANY DAMAGE INCURRED. BOZEMAN 3. THE IRRIGATION'CONTRACT INCLUDES SUPPLYING AND INSTALLING ALL I I( / 1• `:� \� �1 •\ \ /` � I MONTANA MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION SYSTEM.ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE \ / /' jJ '� /i/ �`• I \\�- \t�V�i CONSIDERED TO BE INCIDENTAL TO THE WORK. \ OWNER: I A ( I �• I 1 4. THE IRRIGATION PLAN IS SCHEMATIC.FIELD-VERIFY ALL DIMENSIONS, EXISTING,AND PROPOSED CONDITIONS,AS REQUIRED TO PROVIDE ! •/ 1\• ,/ 24. "\� \ ' `\ 1 ASPEN COMPLETE AND OPERABLE SYSTEMS. ----� V / Il 1 t�.//�1~ \\\ V��. �.1 ENTERPRISES LLC . 5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, \ �..- \\ � \I ,GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE l ` REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATION IS NOT MADE,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR \ / \ �I.( V ANY NECESSARY REVISIONS. \�, _s^ 6.CONTRACTOR SHALL REFER TO LANDSCAPE AND INFRASTRUCTURE PLANS / /,t \� i \\ \ 1\\ (NOT INCLUDED)WHEN LAYING OUT HEAD PLACEMENT AND TRENCHING. \ 4 ' // \,\ �� ` \� 1`l`\ 1 7.ALL IRRIGATION INSTALLATION SHALL CONFORM TO LOCAL CODES. / 24.0 �/` / /y\\ t,,N //j j 1 f \ \ / 1 8.ALL SPRINKLER EQUIPMENT SHALL BE PRODUCED BY THE SAME � /% `` ' \\ ` \ -L �/ MANUFACTURER UNLESS OTHERWISE SPECIFIED. 9. PROVIDE DRIP IRRIGATION TO TREES AS SHOWN ON THE PLANS.SEE \\ / % \`/ I �_-` 1�\ 111 I , }I \I r 3a b PLANTING SCHEDULE FOR EMITTER COUNTS. 10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH INFRASTRUCTURE'PLACED AT THE TIME OF POUR SHALL BE BORED-NO CUTTING - CONTRACT ALL SLEEVES LOCATED UNDER CONCRETE SIDEWALKS.ANY SLEEVES NOT \i / / `-/ ( / 4 11 / -- - AND PATCHING OF NEW CONCRETE WILL BE ALLOWED. \ / I //T '•\ `..,i /: i �..-) \I \ I.11 /_; 'p 111,,..E \ •� ��� /� KEYMAP 11. SLOPE MAINLINES TO DRAIN. � \ / / (�� V�c� C � `=a_�• l y �11 / ' 12. PROVIDE CHECK VALVES IN ALL HEADS WITHIN AZONE WHERE MORE THAN 2'-0"CHANGE OF ELEVATION EXISTS. � �� / J � \ \\ � _I- `�`y �� ��� \ \ `\�`��+ \ 11 13. LOCATE SPRINKLER HEADS TO MINIMIZE OBSTRUCTIONS THAT WILL LIMIT / --_..L.� 1 \ �i�•� 815 WESTERN AVENUE,SUITE 300 D RADIUS OF COVERAGE,CAUSE DRY SPOTS,OVERSPRAY ON BUILDINGS, \ SEATTLE, 98104 STRUCTURES,PAVEMENTS OR OTHER WATER DAMAGE. � _ �\% / � / \ ��`� r y6104 ' 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,MOUNTING �\ / / �' ((,'\ \ �, i~`\ `•,\ `-� TEL 206 267 7700 AND POWER SUPPLY TO THE CONTROLLER,WELL PUMPING PLANT AND \ / / // \\1 �\ I FAX 206 343 9809 CONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS. COORDINATE www.adaw.com INSTALLATION WITH OWNER'S REPRESENTATIVE AND OTHER TRADES. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND ADJUSTING OF COMPLETE IRRIGATION SYSTEM,INCLUDING ROTORS AND • DRIPLINES. _ ri I -_-� 7LI 1 rl� 27.0 1 16.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 3 17.SEE THE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. -I - 27.0 / - � '; •\ \` 1 . 18.SYSTEM WAS DESIGNED ON THE AVAILABILITY OF 45 PSI AND 35 GPM AT -' / /- , / \ 1 \=\\\l\11\ THE FURTHEST HEAD. CONTRACTOR SHALL VERIFY AVAILABILITY AND COMPATIBILITY WITH THE WATER SOURCE. / `C,// ) `• \ II �``\��\ \ \ REV. COMMENT DATE (; 19. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES IS TO �\\• 1 BE 100 PSI 3408 POLYETHYLENE PIPE INSTALLED WITH COMPRESSION TYPE FITTINGS-RAINBIRD OR EQUAL AND'OETIKER'DOUBLE CLAMPS. 20. ALL DRIP LATERALS SHALL BE BURIED TO HAVE A MIN.COVER OF 10" •I / ''•!�..�•''' I /•"Sj. �` ' IJ�\� / DEPTH.ALL DRIP TUBE SHALL BE AT SURFACE UNDER FABRIC AND MULCH OR BURIED AT 4"DEPTH COVER OVER PIPE IN LAWN AREAS. 21. RUNS OF LOW VOLTAGE CONTROL WIRE IN EXCESS OF 800'SHALL BE 12 i \'� / / I �\/ ��\• GAUGE WIRE. �yo I \ / i/ i \ •1 .��� . 22. SIZE CLASS 200 PVC LATERAL PIPE ACCORDING TO THE FOLLOWING '. FLOWS OR AS SHOWN ON THE PLANS: Z 1"FOR FLOWS OF 15 GPM OR LESS G 1-1/2"FOR FLOWS OF 15 GPM TO 30 GPM 2 2"FOR FLOWS OF 30 GPM TO 46 GPM ; 27.0 2-1/2"FOR FLOWS OF 46 GPM TO 76 GPM zO SEAL: SANDRA K. HSCHER \ 1 18 l ?` ,IC+ UJI DATE:06/11/20D4 0 JOB NO.:3EO85.01 \ / . / , I $. DRAWN BY:JKB 0 0 I )O +, j \.\ I I CHECKED BY:SKF DRAWING TITLE: U \� 3 5 \ ;' I \ + IRRIGATION PLAN- 1 z (2750 0 \ I `�•)I 1 SHEET NO.: V 30. 15 0 30 , \\ � YI\ `�"' MATCHLINE•SHEET 1 _. � I e lFL- "°"TM (; MATCHUNE-SHEET2 i' l j vim, o LI-101 0 1 2 3 4 ®EDAW INC.ALL RIGHTS RESERVED CD 1 2 3 4 IRRIGATION NOTES `� I ' ', MATCHLINE-SHEEr1 PROJECT: VALLEY 1. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING AND \ \ L•-•�-• }- MATCHLINE-SHEET 2 j•� 1 0 PROPOSED SITE CONDITIONS,INCLUDING PLANTING,GRADING,BUILDINGCONSTRUCTION,WA \ z WEST ,PRIOR TO COMMENCEMENT FT WORK. NOTE ANY S ES EV DEVELOPMENT;ANDPPLY NDIRRIGATIONSTUBS SUBDIVISION FOR FUTURE WORK. t\ \ .✓,�,�-. /J' f""`� ! � ' I - • F 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND \ \\\ y`( � �' _ ' ' 10 I 15 PHASE 2' 1 �(J UTILITIES,CONDUITS,AND STRUCTURES AND SHALL ASSUME \ _ RESPONSIBILITY FOR ANY DAMAGE INCURRED. \\ \ ( / ;r.,l s� i• /� } I 17 18 6 3. THE IRRIGATION CONTRACT INCLUDES SUPPLYING AND INSTALLING ALL \t�o BOZEMAN, MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION %� \ \ `' MONTANA SYSTEM.ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE \ CONSIDERED TO BE INCIDENTAL TO THE WORK. �`� ''oy \ jam• \ � / ,�J I __��_ ..%! -- �i _ ° 4. THE IRRIGATION PLAN IS SCHEMATIC.FIELD-VERIFY ALL DIMENSIONS, \ ���\\\ /at \�,`\ \ - -�/ / i/ K J k1 -ram�_ N EXISTING, D PROPOSED CONDITIONS,AS REQUIRED TO PROVIDE )\ - i �i I f ''` ' - ( OWNER: COMPLETE AND OPERABLE SYSTEMS. ly\ 32.0 ,c ;��'••` �. . le %y�Y/f ;%-Ci' \� ��`-•_,._��/ �10 ASPEN S. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, ENTERPRISES LLC GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE \ (,1 \�\\ (\C 1 ��-- �'' /� /��/ tiY/ ,• l '� J� �• ___ __ REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATIONIS NOT MADE,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR \• 8� .. ` •\'�• ( � F 1 yi J�j r -_ -�- __rs'� i ANY NECESSARY REVISIONS. i 28.0 \y t- v 6. CONTRACTOR SHALL REFER TO LANDSCAPE AND INFRASTRUCTURE PLANS �\ \ a, �1'�•' '' \ d E (NOT INCLUDED)WHEN LAYING OUT HEAD PLACEMENT AND TRENCHING. /' `� \\\\ 7. ALL IRRIGATION INSTALLATION SHALL.CONFORM TO LOCAL CODES. / '\' _ \ �/tij •r - D2 y f I'` i 8. ALL SPRINKLER EQUIPMENT SHALL BE PRODUCED BY THE SAME MANUFACTURER UNLESS OTHERWISE SPECIFIED. 9. PROVIDE DRIP IRRIGATION TO TREES AS SHOWN ON THE PLANS.SEE PLANTING SCHEDULE FOR EMITTER COUNTS. � •v �� , � fi �t. � '•' `•/ ) \_' 1( "�'1 7 I;, 3a ' - 10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH INFRASTRUCTURE ' �_• (\ _ / / �� ((i-�-• �_\`,x�A`, �- CONTRACT ALL SLEEVES LOCATED UNDER CONCRETE SIDEWALKS.ANY �• '� ���� '•� ! ,��� ,,;_.32.0, ` rf`• p.TYP. SLEEVES NOT PLACED AT THE TIME OF POUR SHALL BE BORED-NO CUTTING \ / 'i r! / ` ' • ' ��I` c> AND PATCHING OF NEW CONCRETE WILL BE ALLOWED. V_y I I\ 11. SLOPE MAINLINES TO DRAIN. O ~ '7•, I I`f Irz'��1h KEYMAP 12. PROVIDE CHECK VALVES IN ALL HEADS WITHIN A ZONE WHERE MORE THAN T-0"CHANGE OF ELEVATION EXISTS. I'/ 13. LOCATE SPRINKLER HEADS TO MINIMIZE OBSTRUCTIONS THAT WILL LIMIT -�''// \ ' /l ( \• I I ` r�y�� I a •• RADIUS OF COVERAGE,CAUSE DRY SPOTS,OVERSPRAY ON BUILDINGS, '`� �2 4,m. \ I I)1'� _r rt^ i STRUCTURES,PAVEMENTS OR OTHER WATER DAMAGE. �'l• %� ••�- / '' I ' 815 WESTERN AVENUE,SURE 300 �`\ SEATTLE,WASHINGTON Di 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,MOUNTING •• 1- •� - 135 < 1 I I ( 11 I 88104 AND POWER SUPPLY TO THE CONTROLLER,WELL PUMPING PLANT N D3D ^� �O _ S va•r. �` / I _ J' 124 TEL 206 267 7700 CONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS. COORDINATE a / I �"T� A10 1 I 1 ALLEY 6 FAX 206 343 9809 INSTALLATION WITH OWNER'S REPRESENTATIVE AND OTHER TRADES. �' •� I \ C:.rr. \ \- www.edaw.com ' 15. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND /��',V, � \ / t \-� I I ADJUSTING OF COMPLETE IRRIGATION SYSTEM,INCLUDING ROTORS AND• j �? 5 \ \�DRIPLINES. / �,� �1 / S G\ i, W 16.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM / \ \\t 1 (� \I 5 THE LANDSCAPE ARCHITECT. /- / \ �, 35.0 �J I {�y�--� 3 0 17.SEE THE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. 1 B.SYSTEM WAS DESIGNED ON THE AVAILABILITY OF 45 PSI AND 35 GPM AT i' j \� �' G \ \ 111 L THE FURTHEST HEAD. CONTRACTOR SHALL VERIFY AVAILABILITY AND W COMPATIBILITY WITH THE WATER SOURCE. 19. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES IS TO C BE 100 PSI 3408 POLYETHYLENE PIPE INSTALLED WITH COMPRESSION TYPE \\ \ -REV. COMMENT DATE FITTINGS-RAINSIRD OR EQUAL AND'OETIKER'DOUBLE CLAMPS. j i \ A~ 20:ALL DRIP LATERALS SHALL BE BURIED TO HAVE A MIN.COVER OF 10" = t� DEPTH.ALL DRIP TUBE SHALL BE AT SURFACE UNDER FABRIC AND MULCH 1I....1t'� i GI OR BURIED AT 4"DEPTH COVER OVER PIPE IN LAWN AREAS. ! °, �\ Y Q\ 21. RUNS OF LOW VOLTAGE CONTROL WIRE IN EXCESS OF 800'SHALL BE 12 0 GAUGE WIRE. 22. SIZE CLASS 200 PVC LATERAL PIPE ACCORDING TO THE FOLLOWING FLOWS OR AS SHOWN ON THE PLANS: \� 11 47( f 1"FOR FLOWS OF 15 GPM OR LESS \ �� �. \ / .ti Y •�� �• I 6 "° 1-1/2"FOR FLOWS OF 15 GPM TO 30 GPM \�% •� 2"FOR FLOWS OF 30 GPM TO46 GPM _-- —� � r/} 22. VI 2-1/2"FOR FLOWS OF 46 GPM TO 76 GPM NOTE:MODIFY,ADJUST, \ \ 1 / Cr J AND RENOZZLE HEADS ZONE l.I l r= . Al1,A10,A9,A8TOPROVIDE J, I OOVERSTREET COMPLETE HEAD TO HEAD L �+7( � u _ TURF COVERAGE THIS \\ r 1 I J -'� Ml — SEAL: B LOCATION. t / '\,j`��=• 7 -i `>`` •'6I•I1pn+M,'o,,, �\ ` •SANDRA K= ,• \ FISCHER NOTE: STING CAPPED MAINLINE. \ ' \, I —NOTE-L�1(yJ,hIE EXISTING ; \ \ _ MAINLINE AT l APPED END. > CO ECT TO THIS LOCATION. s �` PAIR ALL DAMAGE TO EXISTING LANDSCAPE AND IRRIGATION.TAKE 1� �(, Z LL PRECAUTIONS TO MINIMIZE }Y J W ODIFICATION&DAMAGE TO EXISTI •; \ I ROVEMENTS.MAINTAIN EXI G ( IR GATION SYSTEM IN O TION � � ' DATE:06/11/2004 UO � OUR G GROWING ON.TYPICAL 4 , � JOB NO.:3E085.01 ALL L CAT10 )0 0i I I DRAWN BY:JKB Z (1f I CHECKED BY:SKF z • � I DRAWING TITLE: -- f"0 1 I IRRIGATION D: PLAN - 2 U) _ o 30 15 0 30 ' - .••�' ❑ �� �;n _ SHEET NO.: W aam ALLEY 2 -,•r �-= "�� '" C �dy )II LI-102 / ALLEY 4 0 1 mW 2 3 ` 4 05 EDAW INC.ALL RIGHTS RESERVED m 1 ' 2 3 4 IRRIGATION NOTES IRRIGAIMN LE END 0T 1:CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING AND SYMBOL DESCRIPTION SIZE MANUF. MODEL# I / 'y .{ r q PROJECT: VALLEY PROPOSED SITE CONDITIONS,INCLUDING PLANTING,GRADING,BUILDING •f I ,� ��e+ ,a"'. WEST CONSTRUCTION,WATER DEVELOPMENT,AND SUPPLY,PRIOR TO Q POP-UP ROTOR H ADS 6„ RAINBIRD 5006-PC/FC-SAM-N OR APPROVED EQUAL CONTROLLER LETTER k+b COMMENCEMENT OF WORK NOTE ANY SLEEVES AND IRRIGATION STUBS $ ZONE STATION NUMBER I I u SUBDIVISION, FOR FUTURE WORK. & ELECTRIC CONTROL VALVE 1",1-1/2" RAINBIRD 100/150-PESB- Re S -bP 27 Q I it- 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND 1"UP TO 25 GPM OR APPROVED EQUAL GALLONS PER MINUTE(GPM) I (aj 0 Oyu; PHASE 2 • UTILITIES,CONDUITS,AND STRUCTURES AND SHALL ASSUME 1 112"UP TO 65 GP A RESPONSIBILITY FOR ANY DAMAGE INCURRED. 2 ABOVE 65 GPM 2 —NOZZLE NUMBER 3.THE IRRIGATION CONTRACT INCLUDES SUPPLYING AND INSTALLING ALL - �—IRRIGATION HEAD . ,I ,�/ BOZEMAN, MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION & DRIP ZONE CONT L VALVE 1" RAINBIRD XCZ-100 PEB(COM)w/RBY-C;PSI-M40X-100 OR APPROVED EQUAL \ .MONTANA 1 \ SYSTEM.ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE DRIP ZONE STATION NUMBER I ` { CONSIDERED TO BE INCIDENTAL TO THE WORK. T QUICK COUPLER LVE 1" RAINBIRD 44 NP OR APPROVED EQUAL D4 CONTROLLER LETTERS 4.THE IRRIGATION PLAN IS SCHEMATIC.FIELD-VERIFY ALL DIMENSIONS, 70 I I I I MANUAL ISOLATIO VALVE LINE SIZE SPEARS 2622 OR APPROVED EQUAL GALLONS PER HOUR(GPH) i EXISTING,AND PROPOSED CONDITIONS,AS REQUIRED TO PROVIDE ® I ID OWNER: COMPLETE AND OPERABLE SYSTEMS. Q CONTROLLER 24 STATION RAINBIRD ESP-24MC CABINET MOUNTED 10 ASPEN 5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, OR APPROVED EQUAL ] DETAIL NUMBER /^ s TYI`(� GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE ' AIR RELEASE VAL E 1" . BERMAD 4405,OR APPROVED EQUAL S-5O SHEET NUMBER I • I ' ENTERPRISES, LLC REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATION j �'I,.�Trr IS NOT MADE,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR Q MAIN LINE DRAIN 3/4" N/A SEE DETAIL 6/LS-501 1 r I 3 ANY NECESSARY REVISIONS. I -• j- s,tvd \ 6. CONTRACTOR SHALL REFER TO LANDSCAPE AND INFRASTRUCTURE PLANS(NOT INCLUDED)WHEN LAYING OUT HEAD PLACEMENT AND TRENCHING. a NEW IRRIGATION ELL 6"DIA,35 GPM FLOW N/A SEE DETAIL 8/LS501 I E 1 LATERAL LINE AS INDICATED CLASS 200 PVC I I I 7.ALL IRRIGATION INSTALLATION SHALL CONFORM TO LOCAL CODES. -----MAINLINE AS INDICATED CLASS 200 PVC 8. ALL SPRINKLER EQUIPMENT SHALL BE PRODUCED BY THE SAME • MANUFACTURER UNLESS OTHERWISE SPECIFIED. __________-=SLEEVE LINES 6"OR AS NOTED SCHEDULE 40 PVC .�- I I z• 33.0 1 9. PROVIDE DRIP IRRIGATION TO TREES AS,SHOWN ON THE PLANS. SEE -_____-DRIP LATERAL LIN 1-1/4" CLASS 100 POLYETHYLENE / PLANTING SCHEDULE FOR EMITTER COUNTS. ,- -4- 2 3a LI - NO SYMBOL DRIP NES 3/4" INTERSTATE P-940 OR APPROVED EQUAL I 1�10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH INFRASTRUCTURE I CONTRACT ALL SLEEVES LOCATED UNDER CONCRETE SIDEWALKS.ANY NO SYMBOL FOR DRIP EMITTE S 1.0 GPH RAINBIRD XB-10 18.0 SLEEVES NOT PLACED AT THE TIME OF POUR SHALL BE BORED-NO CUTTING � I i p / 1 _ AND PATCHING OF NEW CONCRETE WILL BE ALLOWED. a --3 LINE SIZE PIPE CA &DRAIN IN 5"DIA.VALVE BOX I 11. SLOPE MAINLINES TO DRAIN. •1,0� �,/ OTE:CAP FOR / I 1 12. PROVIDE CHECK VALVES IN ALL HEADS WITHIN A ZONE WHERE MORE atrr��!" I TURE XPANSION / 4 tI I j \ KEYMAP THAN 2'-0"CHANGE OF ELEVATION EXISTS. k��',(�l' I 6 (: N 13. LOCATE SPRINKLER HEADS TO MINIMIZE OBSTRUCTIONS THAT WILL LIMIT 6 I 7 / I 32.0 RADIUS OF COVERAGE,CAUSE DRY SPOTS,OVERSPRAY ON BUILDINGS, 5 �-''--~` STRUCTURES,PAVEMENTS OR OTHER WATER DAMAGE. I 15 815 WESTERN AVENUE,SUITE 300 r 1' /5 SEATTLE,WASHINGTON 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,MOUNTING r- 7 28:0' �'` I I I 2D 98104 AND POWER SUPPLY TO THE CONTROLLER,WELL PUMPING PLANT AND Y 5 dI - I 130 TEL 208 267 7700 CONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS.COORDINATE p f p \ ] INSTALLATION WITH OWNER'S REPRESENTATIVE AND OTHER TRADES. _ - .--- - s' yr� FAX 208 343 9809 �"-..._, www.edaw.com 15. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND Y • ADJUSTING OF COMPLETE IRRIGATION SYSTEM,INCLUDING ROTORS AND DRIPLINES. i t1 - - 'i=-�_-^,•" ��(_�� ----- 1'- 1 16.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM -< THE LANDSCAPE ARCHITECT. NOTE:LOCATE is j \ _ - I -- - = - 7 J -�---t;--:-4• - /-- I��; Z 17.SEE THE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. EVERGREEN L 1 Q I TREES TO MINIMIZE' m _ _ _ - .� ,_ .- ly4`r� / --t- ) I. co 18.SYSTEM WAS DESIGNED ON THE AVAILABILITY OF 45 PSI AND 35 GPM AT CREATING PRECIP - '. z'�' -V z 2 -' \"` I I THE FURTHEST HEAD. CONTRACTOR SHALL VERIFY AVAILABILITY AND 2 - - SHADOW,TYP_. / �. L. CONSTR®QTfDN LIMITS COMPATIBILITY WITH THE WATER SOURCE. -JJ' Y OTE:B�TTERY T / ��. I I w 19. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES IS TO I / O ERA, D t _ I I LL C BE 100 PSI 340E POLYETHYLENE PIPE INSTALLED WITH COMPRESSION TYPE )' I REV. COMMENT DATE FITTINGS-RAINBIRD OR EQUAL AND'OETIKER'DOUBLE CLAMPS. ZO E ALVES (n -•-i - 20. ALL DRIP LATERALS SHALL BE BURIED TO HAVE A MIN.COVER OF 19' F C TROL ` WIR 3 EA. 3 I DEPTH.ALL DRIP TUBE SHALL BE AT SURFACE UNDER FABRIC AND MULCH OR BURIED AT 4"DEPTH COVER OVER PIPE IN LAWN AREAS. AR T A�AILA LE r� / / 100 / h / 21. RUNS OF LOW VOLTAGE CONTROL WIRE IN EXCESS OF 800'SHALL BE 12 I�I GAUGE WIRE. tB z 18.0 � ts.trP. --- 1 b I . 22. SIZE CLASS 200 PVC LATERAL PIPE ACCORDING TO THE FOLLOWING 8 -'---__ FLOWS OR AS SHOWN ON THE PLANS: ' 1"FOR FLOWS OF 15 GPM OR LESS -� _ I 1� 13 1-1/2"FOR FLOWS OF 15 GPM TO 30 GPM 1 -'� t to 3 2"FOR FLOWS OF 30 GPM TO 46 GPMC-\ 2-1/2"FOR FLOWS OF 46 GPM TO 76 GPM _ —c. 6A �RE�T � � 41 ' 34.5 --: • SEAL: WI a�'P v I1SANDRA X.�\ I FISCHeR F A NP. IU- I Z r' is /! w tra. I 1 / \ DATE:06/112004 U -- I` P I I I� JOBNO.:3E085.01 O + 1)9 Z TAT' DRAWN BY:JKB N TES._ m z I CHECKED BY:SKF Q • PROPOSED?0 \ )�I ♦- A IRRIGATION F --''--' � I- I NOTI CONNECT TO DRAWING TITLE: U MAINLINE 2 1!2" a,EXIS .MAINLINE r y NOTI EXIST.CAPPE IRRIGATION coI�T9 � \ co EXISTING (✓ `MA LINE MAINLIN PLAN - 3 Z IRRIGATION AL i 2 f�v��V ti /$ZE LOD FIEIATION U 30 15 0 30 ' MAINLINES -- � _ $EE �CIAS f SHEEf NO.: U TF)IS LO�Ai1QN CON T2JCtION iLrA I. LI-103 r`cn' 4 Ask 2 3 4 NOTES - NOTES: PROJECT: VALLEY u ALL TREES TO BE PLANTED TO HAVE THE ALL TREES TO BE PLANTED TO BEAR THE - q�, SAME RELATION TO FINISH GRACE AS SAME RELATION TO FINISH GRADEAS NOTE: WEST _ CONCRETE V ORIGINALLY GROWN IN TH ORIGINALLY GROWN INTHE NURSERY. E NURSERY. PROVIDE 2 AGR4FORM TABLETS WALK J STAINING IS MANDATORY.SUBMIT FOR STAKING IS MANDATORY.SUBMIT FOR PER SHRUB SUBDIVISION' •. �P E+li Y PRUNE,AS SPECIFIED,TO RETAIN BOULEVARD APPROVAL BY OWNER'S REPRESENTATIVE, APPROVAL OF OWNERS REP.,ADETAILOF NATURAL PLANT FORM. FINISH GRACE-LAWN PHASE 2 MOUND A DETAIL OF TREE STAKING SHOWING TREE STAKING SHOWING QUANTITY AND L DEPTH. MATERIALS. IED.PULL TYPE OF STAKING TYPE OF STAKING MATERIALS- MULCHASSPECIF FORMED WITH � IALS VARIES TOPSOIL PRUNE AS SPECIFIED TO RETAIN NATURAL PRUNE AND PAINT AS SPECD,TO RETAIN WEEDMULC BARWAYRIER FROM TRUNK. I _ _ _ BOZEMAN, EXISTING FORM WEED BARRIER FABRIC AS I I-III- I I-I NATURAL GROWTH FORM. q KRAFT PAPER TREE WRAP,WRAP THROUGH SPECIFIED. —I I I—I I I I III-III-III TIE I- SLOPE GRADE MULCH,AS II-III-I'. II—I - II MONTANA 6;11MY-• WARRANTY PERIOD MULCH,AS SPECIFIED. I T° 'CENTURY'TREE GUARD;LARGE SIZE PLANTING MIX,AS SPECIFIED. I I—E _ I I I I- 'CENTURY TREE GUARD;LARGE SIZE. FIANTINGDEPTH TO MATCH -III-!: I II ` -CONSTRUCT EARTH BERM SAUCER;FILL W/ FIN.GRADE FINISH GRADE I I' B'STAPLES TO ANCHOR WEED /\\i\\i\\.���%\ •\\\\•`\�>`\ MULCH,AS SPECIFIED. FINISH GRADE -I'` III I BARRIER AT 3'O.G.;REDO.C. �-TOPSOIL I AT SEAMS,IF REQUIRED. PROVIDER"MIN.CLEARANCE BETWEEN BALL -III III-•"•'.t. III .'I OWNER. - /\/\/\ \/�\/\/ /\:. "�`y^:`',`•''',.: .1 ; PROVIDE 6'MIN.CLEARANCE BETWEEN -I I.- 'MULCH AND DEPTH,AS SPECIFIED 8 PIT WALLS.ALL WALLS SHALL BE I IT-�I I I'. BALL AND PR WALLS:ALL PR WALLS _I ({ 6'MIN.CLEARANCE _I FRACTURED&UNGLAZED -III=I J �`� •� SHALLBEFRACTUREDAND UNGLAZEO. II=.III WEED BARRIER FABRIC, ASPEN .�`% REMOVE BURLAP FROM TOP ASSPECIFlED WIDTH \\,`\� x' I I !II III III `^ - REMOVE BURLAP FROM TOP THIRD OF -I_':•.;�:':>;;;:,',.':".::::' '_-II p0TTE0, ALL. IFP TRUB IRE II METAL EDGING,AS SPECIFIED; ENTERPRISES, LLC REMOVE BURLAP FROM TOP THIRD OF ROOTBAU;CUT WIRE BASKET IN FOUR I- INSTALL ACCORDING TO VARIES,SEE _ - -III- �'•< .;•" III-III-I 1 I-III III PLANTING. TAKE CARE TO CONCRETE _ ROOTBALL,CUT WIRE BASKET IN FOUR PLACES AND FOLD DOWN B'. MANUFACTURER'S SPECIFICATIONS PLAN CURB 8 PLACES AND FOLD DOWN 8 INCHES _ -I •I I=III-III-III-III NOT DISTRUB R00T BALL. II—II II-III-III-III-_ BACKFlLL WITH PLANTING SOIL MIX BOTTOM AND SIDES OF PIT 'I GUTFER .�-I I L I I I=I I I=III PLANTING SOIL MIX,AS SPECIFIED -I I= -III=III=III=III= AS SPECIFIED. -III-III-III- - ' WALL SHALL BE FRACTURED . BOULEVARD MOUND 2 DECIDUOUS TREE 3 EVERGREEN TREE 4' SHRUB AND UNGLAZED. 5 EDGE/MAINTENANCE STRIP E LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE VALVE RISER AND -1 CAP r DUI.MINIMUM PVC SCH 40 ELL FINISH GRADE SLOPE AWAY MIN.2% PVC SCH 80 NIPPLE(LENGTH AS RED'D.1 OF 2) _ PVC SCH 40 COUPLING_ 30"LINEAR LENGTH OF WIRE,COILED 38 VALVE BOX AND EXTENSION WATER PROOF CONNECTION(1 OF 2) SW OBY OR EQUAL,WATER- b i MAIN LINE I II I I I I II I I I WITH BOX WITH COVER:24'SIZE H NON-HINGED COVER PROOF WIRE CONNECTORS --- = SLOPE TO TOP OF MULCH MAKE ALL SPLICES IN L 1 '1 c1 LOW POINT BOXES.PROVIDE I I 1 I - 314'BOILER DRAIN FINISH GRADE VALVEFINISH GRADE 2D EXP.COILS EA.WIRE VALVE BOX,WITH COVER FFF BALL VALVE 3'MIN. PVC SCH 80 NIPPLE FIN.GRADE uWwi -I I I FILTER FABRIC (CLO BE,1 OF 3) —III i 'BERMAD 4405'1"AIR PVC SCH 80 UNION FOR FIN.GRADE KEYMAP 12 RELEASE VALVE SERVICING ASSEMBLY L3.1 I-IrrGRAVEL WASHED A PVC RISER I PVC SCH 40 MALE ADAPTER VALVE BOX —I I �p GRAVEL FILL - 2"NEEDED 3'MINIMUM DEPTH OF P314 TE _ O MINUS WASHED GRAVEL LINE SIZE BALL GATE VALVE,2"SIZE D III OOOOOO OO �00 Q ��° ELECTRIC VALVE VALVE:31AMMOND• BRICK(1 OF 4) MAINLINE g� FRENCH DRAIN INLINE PRESSURE REGULATOR AS SPEC'D. AND IO,o ED X PIPE OR EQUAL I-Qp Q �O%UOO�o z•x z'x r 815 WESTERN AVENUE,SURE 300 OQ MINIMUM SIZE REMOTE CONTROL VALVE AS SPECD. SEATTLE,WASHINGTON -IIIS 0 0 p CO INIUNE WYE FILTER AS SPECIFIED 98104 , Q O O LATERAL '°P�°°$,;° X°Op�o FROM MAINLINE dbQ w Wo °� --MAINUNB PIPE Q Q Q QO O QOQ o� BALL VALVE AS SPECIFIED TO HEADS `ro°_w- ° ° W�'op� TEL 206 267 7700 V � PVC MAINLINE O 00 O PVC MAINLINE PIPE , ,, SLIP FIX ECTOR INSTALL FAX 206 343 9809 O� _PVC SCH 40 TEE OR ELL 3-DEPTH.WASHED SUP Fl^^��••.qq,,,�,.�``f/NECTOR INSTALL 6'DEPTH,WASHED OO QO CONCRETE THRUST BLOCK PVC SCH 80 NIPPLE(2-LENGTH HIDDEN)AND PVC SOH 40 ELL 314-MINUS GRAVEL BASE INFULLYADI ENDED POSITION GRAVEL BASE IN FULLY6E JDED POSITION WWW.BdeW.COT — `` L6 IRRIG. MAINLINE DRAIN SCALEL7, AIR RELEASE VALVE NO SCALE LS8, DRIP ZONE CONTROL NO SCALE LS-9 NO SCALE LS_ ELECTRIC VALVE 1,3 N MANUAL ISOLATIO VoALVE 'NOI.I SCALE FINISH GRADE FINISH GRADE NOTES: W' IAPE a BUNDLE ALL WIRING AT 10 FT.INTERVALS.US PLASTIC WARNING TAPE I.ALL PIPES ARE' BE CENTERED 6'ABOVE ALL DIRECT BURY WIRING.MAKE ALL ® - ON THRUST BLOCKS. SPLICES IN VALVE BOXES&LOCATE ON AS-BUILT 2.CONTRACTOR IS RESPONSIBLE FOR RY ADEQUATE CONSTRUCTING THRUST CONDUIT PLANS.TIE A LOOSE 20 FT.LOOP IN WIRING AT ALL DIRECT BU SECTION CHANGES IN DIRECTION GREATER THAT 30 DEGREES. SECTION 1 BLOCKS IN ALL PIPING INSTALLATION. _ FINISH GRADE UI ( UNTIE ALL LOOPS AFTER MAKING CONNECTIONS. A THRUST.BLOCKS NOT REQUIRED ON I-III-1 I I •I I-1 I I-III-I 1 1' FINISH GRADE SECTION A-A 2-,2'DIA.AND SMALLER LATERALS. / _ _ GEAR DRNEN ROTARY INSTALL'ALL 120V.WIRING IN CONDOR WITI/PLASTIC IES HEAD AS SHOWN;SET .- WARNINGTAPEASNOTEDABOVE.ASOPLACE ALL LOOP CONCRETE EMMRATBASE -III-L- I1-III' IIII III TO GRADE WHEN TURF REV. COMMENT DATE C QUICK COUPLING VALVE 8 BOX = THRUSTBLOC d EI OF EACH PLANT I-III-III III-III-III-I IS ESTABLISHED II-III-1 WIRING UNDER PAVEMENT AND THROUGH SLEEVES1 I I(- SCHEDULE 40 PVC THREADED IN CONDUIT. - -I I 1-III-I I-III NIPPLES:LENGTH AS REQUIRED III -I I E1 I I- 310 GRIP TUBING I—I I I-III-I CONDUIT N p UO USE PLASTIC WARNING AND ALL LATERAL PIPE.TAPE&ABOVE MAINLINE DIRECT BURY PLAN —� I-I I I-I I I I I I-I I I-I I I- SCHEDULE'40 III -III -III-III- A iO MULCH AS SPECIFIED FIN.GRADE 'III—III—I IFlII—IIF, PVC FITTINGS _ FIIIICiI GRADE FIN.GRADE W/MULCH SCHEDULE 40 -I I—I I I-III- h TAPE P 11 -III-III-I I 12"PVC SCH.80 RISER MAINLINE I I-I 11-I I I- PIPE -III -III -III-III LATERAL _ LATERAL II-III-I -III II-) II I-111- III-III—I I-III-III-I I—I I I-III PIPE TEES 8 ELBOWS SCHEDULE 40 UNITIZED _ MAINLINE SECTIONS SIZE PLUGS 22-12' '45' 90' -I I I—I I.I—III-III-III—I I -I I I-I I 45 DECREE MAX. PVC DOUBLE SWING I.III—III- III—III—III-_ -III—I BEDDING I I— ,y, SNAKE ALL A B A B A B A B II=III—III=III=III—III= II-III- JOINT,,'8•LENOTH 120VWIRE LATERAL PIPE IN CONCUR IN TRENCH 3i' 24' 12' B• tY' 17' 1Y 21' 18' 8'STEEL STAPLE AT 8'O.C.MAX. W B• 33' 18' 1r 18' 24' 18' 3r 24• ALONG GRIP LATERAL;NOT REQ'D. PVC CLASS 200 IPS PLASTIC B' 40' 24' 16. 1. 30" 24' 45' 30' WHERE GRIP LATERAL IS BURIED' LATERAL PIPE WARNING TAPE 19' 50' 30' 2P 30' 40' 30' 61• 38' ' PLANS 12' 61' 36' 18' 30" SB' 30" Br 36" WEED BARRIER FABRIC,TYPICAL SOH.40 PVC TEE .. IF LOCATED IN A PLANTING BED Ls101 . QUICK COUPLING VALoE�E LS-501 TRENCH NO SCALE Ls-sD'13 THRUST BLOCK NO SCALE L 114 DRIP EMITTER SCALE L61,5 GEAR ROTOR HEADNoscALE SEAL: B 6-INCH DWELL CASE `�.� 6• '���'� NOTE CONTROLLER ENCLOSURE,WITH LOCK SEE IRRIGATION 2-INCH 0 SCHEDULE 80 PVC DROP ;' •�;'�; PLANS FOR WELL PROPOSED PIPE 10 LF.S.S.SCREEN JOHNSON OR K. = SANDRA ANDRAR EDGE OF PAVEMENT OR CURB LOCATIONS. WELL EQUAL WITH SCHEDULE 80 PVC PUMP TREAT GRAVEL SURFACE 'SHROUD TO NEW SUBMERSIBLE PUMP PEDESTAL KIT 24NCH PITLESS FOR WEED CONTROL WITH _ •, /q4; CHED PRECIPITATION NO B ADAPTER,fiS FEET O a=a1I 3 HP.,230 V.SINGLE STAGE J295 HERBICIDE FOR SPECIFIC f a" e 3 d I T.D.H.TO PRODUCE 35 G.P.M.AT 80 NATIVE GRANITE BOULDER ? DEPTH BELOW q WEED SPECIES i'BOCKY SHAPE.STACKED �9c cap ' GRACE P.S.I.AT THE WELL HEAD.GOULD 33 FINISH GRADE G.F:30 LE OR EQUAL MIN.2%TO 94-WHERE DTL18,3'O'FOR OTL IBA LANDSCAPED BLOCKY SHAPE.6TACKED ��IINIHH11�1 f"' _ _ _ _ 2•w VCLE WHERE SPECIFIED ON PLAN AREA PIECES ARE PERMISSABLE. I I I—i I I—III—I I SLOPE M.CURB.Typ" w 6'MINIMUM Z PBESSUl71:eYVPICN'PO LINE SIZE STOP&WASTE CLEAN MASONS SAPID ;" I I III-I I(-III-III CONCRETE PAD 84NCH MINIMUM Q,,,_ 12 1 FOR B'4 WATER AND ROLL \ \ THICKNESS VALVE BS FEET DEPTH 2%CRO55 SLOPE SURFACE TO SMOOTH I-" MALSCHED.BOPVc e¢owglAOE \ \\ / DATE:08111/2<104 U FINISH GRADE 1•INCH BELOW MALE ADAPTOR - I SEAL E ,�I = SP TOP OF PAD 2 EA,LONE SIZE BALL VALVES /\/\� \ O I• 1 C SCHEDULE 40 RISER 34NCH PVC SCH 40 CONDUIT I QUICK COUPLING VALVE / }::;;- .� JOB NO.:3E085.01 SWEEP ELL AND FITTINGS JUMBOPLASTICVAULT,WRH -FlNISH GRADE; \ \ \ \ 0 SPIRAL BARB ELLS WITH LOW EXTENSIONS,QIO FLOOR).SIZE, PLANS \/\\�\\� ` _ '" EPDH _ Z` -���'� .j I;> DRAWN BY:JKB WIRES TO REMOTE CONTROL O ENSITY SP-1DOWUNNY'PIPE VALVES SHAPE CONSTRUCTON TO \\/\\ '" �''4"'�"":!• -`~� CHECKED BY:SKF 314-INCH MAINLINE EXOUSETENSIONS, IONS, 10 FLOOLVE TANK d'DEPTH 318•MINUS GRAY¢WRH / A DRAIN VALVE APPURTENANCES.WITH NATURAL FINESa20PERCENTCLAY TYPAR3201WEED ��\%\/\//\\%\\/�\\/�\\'%��/�\%�� �%\\� DRAWING TITLE: U „ � REMOVABLE COVER AND 3141NCH BINOEIU LOCALLY AVAILABLE NON BARRIER OR APPROVED 24NCH PVC SCH 40 CONDUIT, 34NCH SCHED.40 PVC w MINUS,GRAVEL FLOOR AT 6 INCH SPEC.ROAD MIX COMPACTED TO 95% EQUAL BURY BOULDER BASE COMPACTED SUBGRADE SWEEP ELL AND FITTINGS MAINLINE;SEE PLAN��pp77{{ 'o DEPTH. PROCTOR DENSITY,AS PER CITY OF MN.4•BELOW GRADE TO 95%PROCTOR DENSITY PLANTING DETAILS PVC CLASS TO POWER SUPPLY&PUMPING MAINLINE DRAIN —�-517 UNDISTURBED SURGRADE; NOTE 1l.,dd y BOZEMAN PARKS REQUIREMENTS I.SUBMIT SAMPLE BOULDERS TO OWNER'S Rip. 200 LATERAL PLANT. iIOPWCONTRACTOR S FILLS COMPACTED TO 95% FOR APPROVAL PRIOR TO INSTALLATION Z PROVIDE 1 fO V POWER SUPPLY 2.INSTALI BOULOER3 TO REPLCg7E NATURAL LOOgNG PLACEMENT Q SPRAY CTEE Ll11LITYNREQUIREMENrsED IRRIGATION WATER WELL PI:DCTORDFNSrry SHEET NO.: 1 HEAD 17 PED. CONTROLLER 18 PLUMBING SCHEMATIC 19 GRAVEL PATH 20 BOULDER RETAINING WALL W 01 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 2 3 4 Dry EDAW INC.ALL RIGHTS RESERVED CO s � • • t 11 a I •JOLENE J. 9 RIECK 2 184LAR ALLE Y WE S T S UBDIVISION VEM S'EN DESIGNED BY Z 52 JJR w PHASE 3A PARKLAND IMPRO DRAWN BY o w CH CKED BY a 03/10/06 O BOZEMAN MONTANA DAZE N 05027 PROJECT NO. a 050278 TITLE.Dwp FILE NO. U A �aAu �1 IOU 'al ), a DRAWING INDEX SITE DEVELOPMENT & LANDSCAPE PLANS k- T1 TITLE SHEETF- Ll LANDSCAPE PLAN L2 LANDSCAPE PLAN ii IRRIGATION PLAN �` 1�. E-I 16�1 I2 IRRIGATION PLAN D1 LANDSCAPE DETAILST" D2 IRRIGATION DETAILS Ps1 '-a a a cc ---------------------------------------- ••1 1 NORTH I PROJECT LOCATION MAP DESIGN TEAM TI N.S. I OWNER LANDSCAPE ARCHITECT WETLANDS CONSULTANT W BOZEMAN LAKES, LLC PEAKS TO PLAINS DESIGN, P.C. VAUGHN ENVIRONMENTAL SERVICES a 2415 E. CAMELBACK, STE. 900 208 N. BROADWAY, SUITE 350 8353 SADDLE MOUNTAIN ROAD W PHOENIX,AZ 85016 BILLINGS,MT 59101 BOZEMAN, MT 59715 a (602) 468 8900 (406) 294 9499 (406) 586 6909 0-1 F" I ru ARCHITECT CIVIL ENGINEER W N • INTRINSIK MORRISON-MAIERLE, INC. 428 EAST MENDENHALL ST 901 TECHNOLOGY BLVD. SHEET BOZEMAN, MONTANA 59715 BOZEMAN,MT 59771 (406) 582-8988 (406) 587-0721 Y T1 • 3i 1 SYM PLANT /.Jyl"7LDULI_ /\�--— �-\ �� � � ,,`•, SEE SIff.ET DI FOR PLANTING \ / o /... � I NOTES AND DETAILS. :• ENE J. Q 80TG NAME COMMON NAME SIZE ROOT NOTES \\ y ` =DEGIDIA711 184LAR (I)AP9'TREES \ :/ � 1� 1 �` l" /,•,�--��:-`� \ \ RIECK AE I AGER PLATANOIDE5 EI-tERALD LUSTRE' EMERALD LUSTRE MAPLE 2'GAL. B e B \ V t t• - AP b AGER PLATANOIDES EMERALD QUEEN' EMERALD QUEEN NORWAY MAPLE 2'GAL. 54 B APS 4 AGE2 PLATANOIDES SGHWEDLERI' 5C44•IEDLER MAPLE 2'GAL. B 4 B / / J! (\p ,•/ 1 I I j J�\�` `�\ "�. 'pc���``• CO 2 cans OGGIDENTALIs GtJMMON HACKBERRY 2'GAL. D 4 D ', / 1 1 ' i ! • ;r�I' t'�\` �`\`. \ \ --. -.--- `rr.. .... FPP 5 FRAXINUS PENNSYLVANICA PATMORE' PATMORE GREEN ASH 2'GAL. B 4 B / / ��I i,\ I f !r l 1 t (I,'���;`\\11A'�.'\ \' FPS 3 FRAXINUS PENN5YLVANICA SUMMIT' 5UMMIT GREEN ASH 2'GAL. B 4 B - -"' / '- 1 ` j ;'j/: ' \ �� \ '� \,.\ } \ U ' : it %;';; '` 1; ' ,1/ \\ \1JJR OM I QUERGI/�MAGRocARPA BUR OAK 2'CAL. B a B ,\ �, / � i .�: ' / -��` TA 4 TILIA AMERICANA AMERIGAN LINDEN DESIGNED BY aa / ' W ORNAMENTAL A TRH \i i / ( , g `•'iiiiii;j' C% %.( ` ----� DRAWN BY o A6 3 ACER 6INNALA AMR MAPLE - IAMA -IR'GAL. B e B '/ ./-• \\ f ' 1 : •f ': //'q / / J n1 sA �_- �R z AGA 4 AMELANGHIER X GRANDIFLoRA'AuntmN BRILLIANCE AUTUMN BRILLIANCE SERVIGEBERRY I-I/2'GAL. B 4 B 1 f/ '� / / •' 1 ,., I i PMA 2 PRUNUS MAACKII AMR CHOKECHERRY I-3/4'GAL. B 4 B �/ / / / t //1 \ 1 /`)\I `�_ �"� 11 �/ I '! .;:,''�:•.•; , / I \ I 1 t CHECKED BY PVS 3 PRUN15 VIRGINIANA SGHUBERT' SGR05ERT CANADA RED CHOKEGgRRY 1-3/4'GAL. B e 8 '�-- / l r J ;' Y " :'i: r . i 11 .. PLACE GOBBLE IN BOTT a0 \ ;�/{�,� /%;;' i j••%, ,;,; :;,/ \ `` OF DETENTION POND 03/10/06 SA In 50R8IY AIK,UPARIA EUROPEAN MOUNTAIN ASH I-3/4'CAL. 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ROAD MIX TO BOTTOM 5", 4 COMPACT FILL SLOPES TO a EXISTI G �-- GOMPAGT; THEN APPLY 5/a"e" MINUS g5A5 PROCTOR DENSITY IL NATURAL FINES TO TOP 5"* i "NATURAL FINES SHALL CONSIST OF 50% ROCK, 10% SILT AND 10% CLAY. MIX IN ADDITIONAL � cr � CLAY BINDER TO MEET THESE PARAMETERS AS w w \ NECESSARY. j W UTILIZE BOULDERS AS PARK PAVILLION PLAN �� GRAVEL TRAIL z NECESSARY TO KEEP 1 2 NOT TO SCALE GRADE AT 4:1 OR LESS SCALE: Y=30' ` c Z 9 MEE EXISTING NATURAL SES MOVE TRAIL TO OUTSIDE AND WETLAND VEGETATIO OF NEW PAVILION WA RUNE . . . . . . . . ADD 80 ERs AND a . . . . . w . . . . . . . BACKFILL U L L . . . . . . . . . . C*4 CID (0 CD MOVE EXISTING THE AS- RE-Q LL . co . . . . . . . . . . 11 co co N co u� . . w . . . . . . . . . w•tl . co — MULCH"bR 'b EL Z wwwwSURFACE F1 0) LO CP. W 0 N" w cc E N 0 LU 0 (L C. fn L)0 Vrj. nics-Tr 3' A--5,"R cd cc i7b 9w w w ww @2006 INTRINSIK 04 PA -PW'LIQ MULCH S FACE, FIL Valley West Subdivision Bozeman,MT 59718 ... ....... VWA 0 EXI ING ATUR GR SES Valley West Parks Improvement! • A W ND EG ION 0 Design Development . . . . . . .......... WAT LINE a • • � , . . . . A1 .1 .7. PARK PAVILION ELEVATIONS C SITE PLAN 07.21.2006 A1.1 SCALE: 1/16" = V-0" 1 S ;. if wall Zgs$ ai� e ❑ ❑ I rn OR CV Do WM FI%NRE TO STEEL BAm S NOTE:ALL DIMENSIONS TYPICAL 0 In OR PROVIDE CRDSS M DER OF ALL CONCRETE PADS 0 CO RAFTERS FOR MOU �'CR CD �PICAL) X / \ Il Li 0 BOULDERS ARRANGED IN SEMI-CIRCULAR I I CO CONFIGURATION(SEE SITE PLAN) ❑ I ♦769'-6' ❑ I \ Cq \ OD ll) 28'-B' Q ]'-3' 10'-0' T0 '0' L 3'- // I OTHER PAVILION QUADRANTS L TO BE CONSTRUCTED IDENTI d 1 2 3 ❑ ❑ \ 11 7 D. STDP AT C h DWWND Cn' ) F' / I I mow/p 0 i p p C3 LL U.1 9 { �� m / I I ~a aa)) a a a eO . ; � W 0 m • a q I I '"" I Fl R AREA �47� w C13 U O C 4'REINFORCED / t U a) / .}b+ k}0+ +e CONCRETE SLAB w/14 / Z d �¢ WBARS o 16•o.c.AYS BOTH A ,F' CJ CJ p p I p w 02006 INTRINSIK DO TO JUNCTION Box 7 , /� \ ❑ ❑ `--t1NE OF ROOF ABOVE — / / GRAVEL TRAIL 1 (SEE SITE PLAN) cn I 0 Valley West Subdivision Bozeman,MT p ❑ I �p�,�. ❑ I THEIR PAVIUGN QUADRANTS 59718 TO BE CONSTRUCTED IDENTICALLY I N 1 PLAN V Valley West — A2.1 SCALE: 1/8" = 1'-0" I I Parks Improvements 0 Design Development . O ❑ ❑ I a GRAVEL TRAIL s A2.1 (SEE SITE PINT) PARK PAVILION W - PLANS t I y r 07.21.2006 I L f t � 6 _o;= • Zgs: �i 65'-10• + � - Go CV 10'-0• 10'-0• 8'-5" 13'-0• 6'-5• 10'-0• 10'-0• 6'-5" 2•-0•L CD TYP. L0 (0 1 3 A -1W 2hx2)j STEEL TUBES 8 3 2 1 ROUGH SAWN 2x8 FIR @ Y•STEEL RIDGE PLATE I'-0 CO EA.2XB'RAFTEDLTS TO RRUGATED METAL TYP ILL.ROO RRUGATED METAL FING ROOFING 4784-i t 0) 6 GR N 2)91i•0 BOLTS( .) ' Lq co I 4780- II I u I I IELM{ v TYP 3)-•0 STEEL RODS I • ROUGH SAWN 2%8 FIR rROUGH HSS 6x4 STEEL TUBE - Ln (3)Yi•0 BOLTS(TmJ ROUGH SAWN 2x6 FIR (3)1f•0 BOLTS(TYPJ ROUGH SAWN ROUGH SAWN 2x6 FIR(TYPICAL) (IrICAL) 2x6FIR(TYP.) (TYPICAL) HSS 6x4 STEEL TUBE HSS 6x4 STEEL TUBE - Ln (TYPICAL) .j (TYPICAL) • 4•REINFORCED CONC. f0 SLAB ON GRADE/4 O C 18.O.C.EACH WAY f0 w 0 A �W 1 I a y 0 • 1 ELEVATION j �=• (L A3.1 SCALE: 1/8" = 1'-0. ( C. — M =0 aa)) UL) a) Z � 1� Q_ y a) w ©2006 INTRINSIK CO i 1 ;1{t 1� 0 to Valley West Subdivision ( Bozeman,MT t7 59718 N I VWA0 Valley West Parks Improvements N Design Development . • O i a ' A3.1 PARK PAVILION ELEVATIONS t •f N 07.21.2006 I � rc i ill OR 04 CO co OR 00 can a- LO ca ca LU cu Fn a) Cr N PROPOSED SITE SECTION C. ca -117EI-Ift,IFEUMM, UM �_ i Valley West Subdivision 0) Bozeman,MT 59718 Valley West Parks Improvements Design Development .0) OL 2 PROPOSED SITE SECTION PARK PAVILION SITE SECTIONS C 07.21.2006 l t i 6 Egli if 65'-10• I fA29`ia —ov 6'-5• 10'-0• L 10'-0• 8'-5• 13'-0' 6'-5• 10'-0• 10'-0• 6'-5• 2'-0• ���� a% TYP. 0 I 2 3 A ZJX2h Sim TUBES B 3 2 t UGH SAWN 2X8 FIR(TYP,) OR Y•STEEL RIDGE PLATE iO4 W/(4)Y METAL .O BOLTS TO COR EA 2X8 RATER CORRUGATED ROOTING RUGATED METAL ROOFING i 4784-11 � 6 3 � ;I X / LL 2)96.0 BOLTS(TYP.) \ _ T P 1'-0• CO f N 3)Y'0 STEEL RODS 00 F�fl I ROUGH SAWN 2X8 FTR 6X4 STEEL TUBE(3)Xj•0 BO LTS(IYP) (3)Y•0 BOLTS 71 — SAWN ROUGH SAWN 2X6 FIR O 2%6 FlR(TYP-) UGH SAWN 2X6 FIR(TYPJ 2X6 FlR(TmJ (TYPICAL) MSS 6X4 STEEL TUBE SS 6X4 STEEL TUBE HSS 6X4 STm TUBE TYP.ROD TO E ) ) COLUMN DETAL IG�°') O- 4•REINFORCED CONC. • SLAB ON GRADE 04 O 18.O.C.EACH WAY \ \ LO F.F.ELEV.. � 4�v 0) I Lf) • TYP.FOUNDATION OETaL W O O 1 SECTION w - �~ A4.2 SCALE: 1/8' = 1'-0' m D a E D V 0 o Lu •••••• o m o_ —� m L C O N V U C t Z ANCHOR.TYP. Qcu — N TYP ° t w f ©2006 INTRINSIK GO LJ f f SECTION A-A if, � (2)T6'o Bolls(T1P.) BRACE W BACKGROUND COLUMN� Q 2.RATTER TOP CONC. 2n BRACE Y'0 TENSION ROD �•e 36•BASE PLATE Y.0 TENSION ROD ?• ED 0 TYP � Valley West Subdivision %-0 ANCHOR BOLT Bozeman,MT 6•MIN.EMB,1 OF 4 59716 � (3)K•O BOLTS(TYP.) NSS 6><4 Ne BEAM, (6)/4 BARS FA WAY '+ EA SIDE OF COLUMN TYP 4, H55 6xld(e'COLUMN SOL fi• 1W e O HSS 6n4d(e COLUMN ° /"� F5S 6n4:3(e cowuN Valley West (L) Parks Improvements N Design Development . 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 1 a A4.2 SCALE: 1/2' = V-0' A4.2 SCALE: 1/2' = V-0" A4.2 "SCALE: 1/2' = 1'-0' A4.2 SCALE: 1/2' V-0' A4.2 ` PARK PAVILION SECTIONS t N 07.21.2006 r DIUS 8i LINE POINTS O 0 1 RI 20.77' IT, �0 �R2 = 49' A �$ v R3 = 2 . GO QZ 4= 68.11' ZNa,� RELOCATE TREE TO OUTSIDE O g �3 Ll 13.37' PLAYGROUND ARE O a p OVE L LENGT NEW MOWSTRIP: +/-200 Prm r I Q m o CLa Z�N3 i Zm.o3 50'WETLAND SETBACK LINE p P0s�'c� �• i� _ � O 18.10 � O�� RELOCATE PICNIC TABLE TO THIS 11 P7 AREA 3 _ Y Irr? Y p w I W ui m — — — — ---- — — -- a a o z // -- I U N Z W Lo / Z ¢ o U hA� // m Q W Q = M I-- K 20.83 Q p a s o p a / d / a z • 0 - LU LU z RELOCATE BENCH f (L / \ TO OUTSIDE CORNER OF Y SAWCUT 8i REMOVE CONCRETE D- �i I MOWSTRIP IN THIS z o AREA O N MATCH EXISTING z U - RADIUS OF SANDBOX O Q AT MIDPOINT FOR x R > \ �� POINT OF BEGINNING Li1 / FOR NEW MOWSTRIP p LU V LU / a EXPANSION NOTES: / � V.)I. LAYOUT IS BASED UPON THE INSIDE EDGE OF THE NEW 12-WIDE CONCRETE MOWSTRIP. - I 1 Q -J 2. RECONFIGURE THE IRRIGATION SYSTEM TO PROVIDE HEAD TO HEAD COVERAGE OF THE 0- z LAWN AREAS OUTSIDE OF THE PLAYGROUND. THE PLAY SURFACE SHALL NOT BE IRRIGATED. , / 1 is I"' 3. EXCAVATE 12'DEPTH INSIDE OF MOWSTRIP TO ACCOMIDATE PLAY SURFACING. I I 1 H _ W r STOCKPILE TOPSOIL IN PHASE 3 PARK IMPROVEMENTS,SEE DRAWING. / \ F O wi x 4. RELOCATE BENCH,PICNIC TABLE AND TREE AS INDICATED OUTSIDE OF THE PLAY AREA. I I Ul 5. IF ANY OTHER ITEMS ARE INSIDE THE PLAY AREA,RELOCATE THEM AS WELL. 6. SAWCUT AND REMOVE EXISTING CONCRETE MOWSTRIP ON THE NORTH EDGE OF THE \\ = Q V"1 Q 0 PLAYGROUND. MATCH THE COLOR OF THE MOWSTRIP WITH INTEGRAL CONCRETE COLOR / ! (n -j x > m OF EXISTING.(C-21 ADOBE TAN,BY LM SCHOFIELD) - -- - 7.PLAYGROUND EQUIPMENT VENDOR IS RESPONSIBLE FOR EQUIPMENT INSTALLATION AND SPREADING OF BARK SURFACING OUTSIDE OF THIS CONTRACT. B. DRAWING IS BASED UPON AN UPDATED SITE SURVEY at AS-BUILT DRAWING W • INFORMATION.CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY TREES,SITE m FURNITURE,IRRIGATION VALVES,HEADS,ETC TO PROVIDE AN ADEQUATE PLAYGROUND I Z SURFACE AREA IN COMPLIANCE WITH REGULATIONS. I LP�YOUT PLAN9. SUBMIT AS-BUILT DRAWINGS OF IRRIGATION SYSTEM WITH PHASE 3 AS-BUILTS. 10.MATCH GRADES TO EXISTING MOWSTRIP AND PLACE NEW MOWSTRIP TO ENSURE I•=10' POSITIVE DRAINAGE AWAY FROM PLAY SURFACING.COORDINATE IN FIELD WITH OWNER'S L I tu- U.) REPRESENTATIVE _ N s 47 D ww- O A i�Nrn rn L_Jbrig, /\ uj NEN HANLEY AVENUE V' I �1� I IIIIII III O �_ z0Z� � pp tri'1 w Y1„ � F F A 11 =1 4�1 -1 I II I II I I1 1 1 6.00' _III— II m a =1 4Gy � .III— 'Al �.Dr I m _ rn D �- -1 I II inm $ g9 z -1 0 - � r� j$ °ul 1r �4 rn 4 !�" Z h7 SHEET NUMBER SHEET TITLE/PROJECT NAME AMA/JJR DESIGNEDICHECKED BY DETAILS FOR PLAYGROUND EXPANSION PARKMP-2005.DWG MEYERS PARK PLAYGROUND EXPANSION FILE NAME PEAKS TO PLAINS DESIGNS 03/22/05 U DSCME ARCNREGNRERP HNG/ENVWONMB4�DEWN L^ VALLEY WEST SUBDIVISION DATE 208N BILLIRTH NGS, O NTANADWAY'59101SUITE 50 L 04036 BILLINGS,I.AONTANA 59101 (406)294-9499-(406)256-7123 FAX BOZEMAN, MT (C)2005 PEAKS TO PLAINS DESIGN,P.C. PROJECT NUMBER WW W.PEAKSTOPLAINS.COM • • • FIERY 11 pill RIECK - 18dLAR = V !Os"'Z� ILLE Y I I E T UBDI I ON rynnmu \` U JJRD I ROV ENT a DESIGNED BY Z O JJR w PHASE 3B PARKLADRAWN BY C O w CHECKED BY 3 a d 01/25/07 O DATE 050 27BOZBMAN PROJECT _T NM. 05027T -E.dwp , FILE NO. U a „ a 0 DRAWING INDEX Tl TITLE SHEET z • Ll LANDSCAPE PLAN, NOTES AND DETAILS O L2 LANDSCAPE PLAN L3 LANDSCAPE PLAN H Q z IR1 IRRIGATION LEGEND, NOTES AND DETAILS I2 IRRIGATION PLAN I3 IRRIGATION PLAN a" W cn W cc ,a A DESIGN TEAM OWNER LANDSCAPE ARCHITECT BOZEMAN LAKES, LLC PEAKS TO PLAINS DESIGN, P.C. d a 2415 E. CAMELBACK, STE. 900 208 N. BROADWAY, SUITE 350 w PHOENIX,AZ 85016 BILLINGS,MT 59101 (602) 468-8900 (406) 294-9499 F" � H ARCHITECT CIVIL ENGINEER t INTRINSIK MORRISON-MAIERLE, INC. •; 428 EAST MENDENHALL ST 901 TECHNOLOGY BLVD. SHEET BOZEMAN,MONTANA 59715 BOZEMAN,MT 59771 (406) 582-8988 (406) 587-0721 T1 \ , SEE 504 JOLENE J. _ RIECK _ JJR d DESIGNED BY Z /v; AMA co)DRAWN By o CHECKED BY F rr lfi.r ', n:'•f�/ 07/15/OS \i _ i�, �..t i+I' 1 I •'tii%i \� Il ` DATE y \ P DETENTION / •A DL ION ,V / ,�''` I\( i / t I t� 1 1 �.\ \ \\ D$027 1� )�� PROJECT NO. a \ ; `\ , D5D27 SD.dw9 �\ FILE NO. A \ 3b84' � s'WIoe SID6YALK .'�� !' - '/�',:'/ �\ \1, 1�`� �,\ ♦ �`\\,�I�( ' /' ® `r�� ��o \ i \•` �� (� o� �\ s m� 1 M Mi OREEN5PAGE CORRIDOR I `t i ( / ' ` i (: �i•` - WALE, V-40' \ - I l IOW%. P®EEIMIAIEi ® z ' /�,'',�I I!o FoorewDr� 'f�• • 0 20' 40' 80' 120' POINT DATA C VE DATA \ V `� V\VA i f I� 1 �� —•--���— ... ..: ._..�_ A ( z POINT NO. NORTHINS EASTIND LENS1W RADIUS NO. NORTHING EA5TINB RADIUS - } 1 � !j� � .,A V \;'v vV A'\\V`\V'��— A �\ 1 i}WIDE EE71t'.P P1,ARK slow W I 91SDI IDBOD9 I6.01' I g54.12 n4467 10696' + } j- ;;:j,X �� ,\ (l .:1 �.yA i \ gib 1 lasob9 lola.v 1babJYl sq.aq' 1 ` �.�. :• -- \�� �\ \ \ \ \ \\,� �\ O logs90 Ias002 791' a IOg592 ns3.42 Sabo' f_ , i \ .\� \\\\• \\ \\\ \.\ \���".�--. \\\�• \ f (� h�'4 4 IIO2b1 1as002 4 1102SO IOW,02 600' ( •` -.—.... '':% \ \\ \\ 1,\ \\ \ \ 1 s 111090 1as002 6J0' s 110"1 1042D2 1" 1 W n/ 6 11107g 1964Js 6 112791 1689.0 n00' IIt,1\`\\` ' . \\ \,\\�\ \,\_ \`1` 1 ��/{ r---�` U) W 7 112791 1921.9s 4a.79' 7 II3591 Ib29.95 aOD' \ 1 1 , \�.``�1 ,(( ')� I a 1n10g 1a2290 b ITI0.T2 Ia29D9 7.a1' _ \ \\•J `-� , {t I 1 1 j' I 1 - 9 IIa791 I629.9s 29.45' -.9-_. In407 nm1.aB �29.00' 10 116s90 la .50 10 1221bs 19as.4s 2sb0' II IT11.09 Ib2290 40.41' 11 1=52 100060 26.46' \ �\`\, � \ `' / , :'r', 12 121990 Ib26.42 12 121432 IDas00 7260 19 119a cc b1 IDO'164 2631' Is 129s99 n96�4 7/71' �; , ,.Ali" ,I I �� ' }\ I 14 1194b1 nalb7 14 13a9.10 19420a 56Ds' .\�\ +\\\\,\ \\ / ,,,/ //,',/•' ,{_ •.~. / ! 1�' �.. `�\•'` /i'.fir. ....- ,'�/ i' i � �``\`` ;� \ .'i;• :.;.,' ' _ice— I--1 E.PERRY 5TREET a \�:`` \\ �� - �'` ��/ :,.•'' ...�'"' 1 ,j �� ! U� 1Li A ru {/III `\\\ �-• r� 9 \ SHEET SM 5 LAKE PARK-1"GUT-THR vI \\ ems• oi 184LAR MAT,em uwr TOOLE 517REET 5M SHEET JJR a: DESIGNED BY LD AMA w DRAWN BY JJR z CHECKED BY 07/15/05 0 DATE 70 05027 PROJECT NO. 05027 8 _SD.dwg FILE NO. L) PEDESTRIAN S-Am al VZOSSIKALK SIVEKALK 4- .32.40' 7 CEITENTION '0W POND POW + 1 croz.2. R18q-64, ............. �Dg U0 ft qOS5, or)0 BENEPE rSTREET-, (L v z WEI 154' A 21 uj I I f V w I I- 1 3: • - .// I \' - �_ !II �, _ SHEET 0 20' 40' 80' 120' 1 OREEN5FAGE CORRIDOR #2 SCALE, V-40' SD2 0 O O 00 O O 29 A 4 VII C�bass, 34 <FOFWM AVeLE % .............. z t K MBALL AVENUE,,_. Jill Fn ALLE! < 7-- ....... < ..... ........... ......... .......... FER61JWN-ROAD • 0 a U) SHEErnTLE PROJECTTITLE Ln VALLEY WEST SUBDIVISION TIT SITE DESIGN P. 51, PHASE 3 PARKLAND PEAKS TO PLAINS DESIGNE a p o Aq IMPROVEMENTS 208NO BROADWAY,SUITE 350 BILUMNGS,MONTANA 59101 1406)294-9499-1406)256,7123 FAX %WW.PEAKSTOpwNS.COM 12006 PEAKS TO PLAINS DESIGN P.0 184LAR 4 RIECK 320.42' rib- VEMBwMnON corm oervmoN POMP JJR DESIGNED BY 2: AMA DRAWN BY a ................... u) z JJR CHECKED BV CL 07/15/D5 0 DATE 05027 pmj-86 PROJECT NO. [L 05027 SD.dwg FILE NO. --4760 hqq R244.15— Nf if -j :Fx � Ir --- \� I i � � - R&532' P. M11351, W55,D1.— PHASE LINE ('f)0 *45X 1Q, V" cc -F- Ft M 4Y k 662 2 V.- �o 9 EXISTIND IL SHEET EIRISBIN STREET PHASE 2 0 20' 40' 80' 120' or LINE SD4 5HEVT 5121 z — _ 4 a m La m F f I - 5 . FF D F J Nul N ; y r. 8m �i u•n Z N Z 3 D • �, N - Z� Vs, I rF v � LOT l � �SOinAbbO � rp0 LOT 12 I �� �D_j �iD D D �D_i D_D_j�D_j A A A A A LOT 13� � + £aZ y F Fitt ; 6�0'N lifi, N I I y a I �A D A" yy p y�Vz_z y !z Z 9 � 8- \� wry• y0 ' § % To g % a a G) �gFP G. di g ou �III�: _I U, .<. F11 IFI tri TE F� a P "t 11�m1 .I l 1 T71-- W d n FERGU6 z I I IT n -- Q O $ r 9 yyB� p pp � I6 �_ E�Al JI :q �—L"]y1�(j jS F j I���jl "_�� �5r Al I � ��� rn I r1..1.Jr O 7V1(5� �pp7_= N 5,11 ��� I.riX .11 ' ZfllL+lAl� 2 ie( Nb eT .Z• ll, 11011 yn 1A fil �Is� 6 rgg� gp�p r�i NA yy O ® z� bz 0 >INAz z l7 DNN % P = SHEET TITLE PROJECT TITLE 3 z y o n ii��„rri irrrrr��. m `' .4•..... z s Q �.` � o a.• � LANDSCAPE VALLEY WEST SUBDIVSION o,o o � a mAo••..��- r PLAN PHASE 3B PEAKS TO PLAINS DESIGNS o o A m a_ N SCHEDULE A BOZEMAN MONTANA NORTH BROADW 350 s ZOB NORM BROADWAY.SUITE 350 BILUNGS,MONTANA 56 59:01 ��'i'C WWW PEAKSTOPWNS.COMF C)2006 PEAKS 10 PLAINS DESIGN,P.0 PLANT 50HEDULE - 5HEET5 L2 4 L5 SYM10TY1 BOTANICAL GOMMON NAME I SIZE I ROOT I NOTES DECIDUOUS TREES AE 'I ACER PLATANOIDES'EMERALD LUSTRE' EMERALD LUSTRE MAPLE 2'GAL. 54 B AP II ACER PLATANOIDES'EMERALD QUEEN' EMERALD QUEEN NORAAY MARE 2'GAL. 04 B APS II ACER PLATANOIDE5 SC+NiOLERI' 5GHVEDLER MAPLE 2'GAL. 54 B GO 4 CELTI5 OC-CIDEWAL15 COMMON HAGKBERRY L-5'GAL. B 4 B FPP 12 FRAXINUS PENNSYLVANICA PATMORE' PATMORE GREEN ASH 1.75,GAL. B t B FPS II FRAXIN/S PEINSYLVANIGA SUMMIT' SUMMIT 6REEN ASH 2'GAL. B t B OM I OVERGUS MAGROGARPA 5UR OAK 1.75'GAL. B t B TA 9 TILIA AMERICANA AMERIGAN LINDEN 2'GAL. B t B ORNAH TREES 6 • A6 6 ACER 61NNALA I AM1R MAPLE 1 I-I/2'CAL.1 B t B SINGLE STEM A&A 3 AMELANCHIER X 6RANDIFLORA'AUTUMN BRILLIANCE AUTUMN BRILLIANCE SERVIGESERRY 1 1-1/2'CAL.1 B t B SINGLE STEM PM I PRUNUS MAACKII 1 AM1R CHOKECF(I!RRY 1-3/4'GAL. B 4 B SINGLE STEM PV$ 6 PRUN15 VIR&INIANA WMJ5ERT- SC IUBERT CANADA RED GHOKEGFERRY I-3/4'GAL. B t B 51N6LE STEM SA 9 SORBUS AUCUPARIA EUROPEAN MOUNTAIN ASH 2-GAL. B t B $R II SYRIN6A RETIGULATA'IVORY SILK' IVORY SILK JAPANESE TREE LILAC 1 1-1/2'CAL.1 B 4 B EYER'5REEN TREES PP 3 PIGEA R1N6EN5'6LAUCA' GOLORADO BLUE SPRUCE 5,6'HT. B t B u n 00ci o / v IT _ i i 1 ........... J t ALL AVE _` --..� KIMB� NUE`-' 1 v 1 ae 111 I 2 ITT I J $ + o m I a •� �..-�'�Y it / //�FERCU50N ROAD,--- � ...... • mx a Pn D x m SHEET TITLE PROJECT TITLE m Q s D a $ m a pot+'.••••••••, '• r LANDSCAPE PLAN VALLEY WEST SUBDIVISION m Fa PHASE 3B PARKLAND PEAKS TO PLAINS DESIGN& o m N =p`� UP SCHEDULE B 208 NORTH BROADWA�AY,SURE 350 m �p IMPROVEMENTS BILUNGS•MONTANA 59101 ' 1406)294-9499-(406)256-7123 FAX '''�tCinn,ulaa��`\```•W W W.PEAKSiOPLAINS.COM IC)2005 PEAKS TO PLAINS DESIGN,P.0 COTTONWOOD ROAD iv- tc 3., % J In \T— In ,11 STAFFORD AVENUE AVENUE 0 Ci ti !j! 00 0 iA)4A FOFROE5 A11MM z Ll If _!KIMBALL AV A ... ....... ................... e' ALLEY < x 0- -T- ........... ........ .......... SHEET TITLE PROJECT TITLE r F N0!2 0 a 0 TIT w 22 c) LANDSCAPE PLAN VALLEY WEST SUBDMSION P" — PHASE 3B PARKLAND PEAKS TO PLAINS DESIGNS 0 ---- SCHEDULE 208 NORTH BROADWAY,SUITE 350 I z IMPROVEMENTS BILUNGS,MONTANA 59101(406';294-9499-(4061 256-71 23 FAX WWW.PEAKSTOPLAINS.COM C)2005 PEAKS TO PLAJNS DESIGN,P.0 IRRIGATION LEGEND r� SYMBOL DESCRIPTION SIZE MANUF. MODEL• _`:•JOLENE J. •'_ `` POP-UP SPRAY HEADS 6' RAINBIRD 1806 SA...5 OR APPROVED EQUAL 9M'DBY WATERPROOF PVC SLH 40 ELL RIECK CONVECTORS OR EQUAL w0 5GH bO NIPPLE 184LAR _ e�Q POP-UP ROTOR HEAD 6' RAINBIRD 5006-PC/F65AM-N OR APPROVED EQUAL RECTANGULAR VALVE PVC,91-H 40 COUPLING :�•• •• BOX WATERPROOF CONNECTIONS •! 4'�` ELECTRIC,CONTROL VALVE I'J-In' RAINBIRD IOOA50-PES5-PR3-D-NP FINISH Or RELrAN6ULAR VALVE BOX •,i�?,j�pC,M,•� ,�• I'UP TO 25 GPM OR APPROVED EQUAL TOE MULCH OR FINISH //IIIIIIIUII� I In•UP TO 15 GPM MODULE RE611LATIN6 , 2'ABOVE 15 SPM ok REMOTE CONTROL VALVE wG SCN 80 NIPPLE DRIP ZONE CONTROL VALVE V RAINBIRD XCZ-100 FES(COHU IRBY--:P51-M40X-100 JJR a OR APPROVED EQUAL w0 5CH 80 NIPPLE(CLOSED 5'MIN. 5ERV1 IC NS A55Y.N FOR wG SGH 40 ELL Sv' DESIGNED BY z T QUICK COUPLER VALVE 1• RAINBIRD 44 NP OR APPROVED EQUAL wG 5GH 40 MALE ADAPTER PVC SON 60 NIPPLE(.EN&TH 5•MIN.DEPTH OF% MINUS .LIR W ® MANUAL ISOLATION VALVE LINE SIZE SPEARS 2622 OR APPROVED EOLIAL A5 R 5OUIR®) - WAS/ED ROCK: DRAWN BY AIR 4 VACUUM RELEASE VALVE 2• BERMAD 02-ARC OR APPROVED EQUAL BLOCK 0 OF 4) BLOCK(I OF 4)I JJR NwC 5CH 60 NIPPLE(2-INCH INLINE PRESSURE RESULATOR CHECKED BY ?g 4 MAIN LINE DRAIN 5/4' N/A SEE DETAIL b/D2 LENGTH,HIODESU AND SON 40 1 1 1 REMOTE CONTROL VALVE 01/22/07 ELL INLINE WYE FILTER DATE 0 LATERAL LINE AS INDICATED SCHEDULE 40 wG wG SOH 40 TEE OR ELL 77::� BALL VALVE Y to ---- PVC,SCH 40 TEE OR ELL MAINLINE 9' SCHEDULE 40 wL wG MAINLINE 0502E W ----_`SLEEVE LING B•OR AS NOTED SCHEVUULE 40 PVC we LATERAL PIPE wG 5GH 40 MALE ADAPTER wG 5GH 80 NIPPLE(INCM LENGTH PROJECT NO. a PVC,MAINLINE PIPE HIDDEN AND PVC,SON 40 ELL G5027 IRR.dwg ------DRIP LINES 5/4' INTERSTATE P-g40 OR APPROVED EQUAL M - a 5•DEPTH.��"'ASKED FILE NO. NO SYMBOL DRIP EMITTERS ID SPH RAINIBIRO 43-10 ROCK U LINE 912E PIPE GAP A DRAIN ryAZONE STATION LION R dry �I=�A�NUMBER ELECTRIC CONTROL VALVE /LETTER /� DRIP ZONE CONTROL VALVE 29.6 GALLONS PER MINUTE(GPM) 0 GALLONS PER HOUR(&PHU NOT TO SCALE ` NOf TO SCALE ?o g� 15-NOZZLE NUMBER DETAIL NUhIDE2 VJ ZQ Z Q-IRRIGATION HEAD L2 SHEET NUMBER 3< 3 FINISH 6 ZADE REGTAN6ULAR VALVE Q O 1O IRRIGATION NOTES QUICK COUPLIN5 VALVE IN A ROUND - - - - �X oa F°s i OR REGTAN6ULAR VALVE 80X - FIN,e4kADE 1. CONTRACTOR SHALL.MAKE HIMSELF AWARE OF ALL 14. ALL MAINLINE PIPING SHALL BE BURIED TO HAVE A MINIMUM SCHEDULE 80 PVC THREADED III I -III-III- EXISTING AND PROPOSED 517E CONDITIONS,INCLUDING COVER OF 18'. ALL LATERAL PIPING SHALL BE BURIED TO NIPPLES:LENGTH AS REQUIRED _ _ I I-III -I PL.ANTIN IS,6RADIN6,BUILDING GON5TRUGTION,WATER HAVE A MINIMUM COVER OF 12'. FULLING OF PIPE 2'VIA,OR SC.HEOULE 40 wG Z INE SIZE BALL DEVELOPMENT,AND SUPPLY,PRIOR TO COMMENCEMENT OF LESS IS ACCEPTABLE. T1N65,FIT TYPICAL I I -I EIII-III- VALVE,SEE IY WORK. NOTE ANY SLEEVES AND IRRIGATION STUBS FOR _ q SPEGIFIGATIONS FUTURE WORK 15. SLOPE MAINLINE TO DRAIN. I I-I I I-III_ 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL 16. LIMIT THE USE OF FITTIN69 AND INSTALL LINE 51ZE FITTINSS TO MAINLINE MAIN LIKE 2. CON TRACTOUND UTILITIES,LO ATEVU AND STRUCTURES AND ENSURE MINIMUM FRICTION LOSS IN SYSTEM. PIPE -III -III -III-I I I SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE INCURRED. �• CONNECT ALL SPRAY HEADS TO LATERAL PIPES USING FHINIIIY I III-III III-III I=I I I-I I I e of PIPE,CONNECT ALL ROTORS TO LATRAL PIPES WITH 5WINS �-7 S. THE IRRIGATION CONTRACT INCLUDES SLIPPLYINS AND JOINTS.. I-I I I=III- I I=III=III - -III=I b'DEPTH WASHED 3'.i 9CFHEDULE bo Z INSTALLING ALL MATERIALS AND EQUIPMENT FOR A COMPLETE, 16. LOCATE SPRINKLER HEADS TO AVOID OBSTRUCTIONS THAT - - - - - ROCK SCHEDULE UNIONS O AUTOMATIC IRRIGATION SYSTEM. ANY ITEMS REQUIRED TO WILL LIMIT RADIUS OF COVERAGE,CAUSE DRY SPOTS,OVER CONFORM WITH SUCH INTENT ARE CONSIDERED TO BE SPRAY ON BUILDIN65,STRUCTURES AND PAVEMENTS OR OTHER _ INCIDENTAL TO THE WORK. WATER DAMAGE. 4. THE IRRIGATION PLAN 15 SCHEMATIC FIELD-VERIFY ALL Iq. NO SUBSTITVTIONS WILL BE ALLOYED WITHOUT WRITTEN DIMENSIONS,EXISTING,AND PROPOSED CONDITIONS,AS CONSENT FROM THE LANDSCAPE ARCHITECT. REQUIRED TO PROVIDE ONE COMPLETE AND OPERABLE SYSTEM. 2W0.ALK5 CAT HEADS OANS�XIMATELY 2'FROM PROPOSED GURBr, AND5. T NOT WILLFULLY&R P INSTALL HANG THE DSYSTEMSITE WHEN OBVIOUS 21. ALL VALE TO BE INSTALLED IN R ADE. ROVI DELVE QUICK COUPLING VALVE ISOLATION BALL VALVE OBSTRUCTIONS,GRADE CHANGES AND SITE 6EOMETIRY EXIST. BODES OF PROPER SIZE,DEPTH AND GRADE. PROVIDE VALVE Q SUCH DIFFERENCES SHALL BE REPORTm TO THE OWERS BOX EXTENSIONS AS REQUIRED. 5 REPRESENTATIVE. IN THE EVENT NOTIFICATION 15 NOT MADE, 22. ALL WIRING FROM THE IRRIGATION CONTROLLER TO REMOTE NOT TO SCALE NOT TO SCALE rT, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONTROL VALVES SHALL BE OF-14-I DIRELY BURIAL GABLE. ALL 5 ANY NECESSARY REVISIONS. WIRE SPLICES SHALL BE MADE IN VALVE BOXES. PROVIDE F. MM 6. CONTRACTOR SHALL REFER TO LANDSCAPE AND CIVIL SLEEVES UNDER ALL PAVED AREAS. (n M-I O PLANS WHEN LAYING OUT HEAD PLACEMENT AND TREK CHINS. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL co 1. ALL IRRIGATION INSTALLATION SMALL CONFORM TO LOCATION OF THE CONTROLLER,BAGKFLOW PREVENTER AND /W LOCAL CODES. CONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS. W 1-y FINISH GRADE NOTES� 5. SYSTEM DE516N 15 BASED UPON HAVING COORDINATE INSTALLATION WITH OWNERS REPRESENTATIVE 45 PSI AND 9S AND GPM AVAILABLE AT THE FURTHEST HEAD. CONTRACTOR SHALL OTHER TRADES. I. ALL PIPES ARE TO BE CENTERED VERIFY THE ACTUAL PSI AND GPM AVAILABILITY AND 24. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING ON THRUST BLOCKS. COMPATIBILITY WITH THE WATER SOURCE PRIOR TO AND ADJ)5TING THE COMPLETE IRRIGATION SYSTEM,INCLUDING Io 2.CONTRACTOR 15 RESPONSIBLE FOR F+11 INSTALLATION SPRAY HEADS,ROTORS AND DRIP LINES. ADEQUATE GONSTRUGTINS THRUST q. ALL w0 IRRIGATION PIPE,2-In'SIZE OR SMALLER 15 TO 25. CONTRACTOR 15 RESPONSIBLE FOR PERFORMING FIRST-YEAR BLOCKS IN ALL PIPINS INSTALLATION. BE GLASS 200 IP.54 5'SIZE PIPE TO BE SCHEDULE 40. WINTERIZATION AND SPRING START-UP PRIOR TO MAY IST,WRING THRUST BLOCKS NOT REQUIRED ON �1 THE ONE-YEAR WARRANTY PERIOD. SECTION A-A 2-In'VIA,AND SMALLER LATERALS. FINISH CiRAIRE �4 10. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC LONGfETE IYI VALVES IS DRIP BE 160 P51 PIPE POLYETHYLENE PIPE 26. FINAL INSPECTION, THE IRRI&ATION CONTRACTOR SHALL INSTALLED WITH INERT TYPE 06 POLYETHYLENE AND LENE PIPE DOUBLE DEMONSTRATE THE ENTIRE SYSTEM TO THE OWNERS ,H CLAMPS. REPRESENTATIVE,PROVING THAT ALL REMOVE CONTROL VALVES TH6GlST BLACKS llf� AIR R VACUUM I VALVE ISO AS a ARE PROPERLY BALANCED,THAT ALL HEADS AND EMITTERS ARE �I SPECIFIED II. ALL ELECTRICAL AND IRRIGATION SLEEVES LOCATED UNDER PROPERTY ADJUSTED FOR RADIUS,ARC,OF COVERAGE AND RELEASE LINE SIZE&ATE VALVE, PAVEMENT OR RETAINING WALLS SHALL BE IN 4'CIA.SOH.40 EMITTER LOCATION AS IT RELATES TO INDIVIDUAL PLANTS. VALVE + AS SPECIFIED w0. 2T. PRIOR TO FINAL PAYMENT THE CONTRACTOR SHALL PROVIDE A c A 11 12. ALL DRIP LATERALS 025E SHALL BE BURIED TO HAVE A TO THE OWNERS REPRESENTATIVE AN A5-EUILT PLAN AND 2'X4'THREADED MIN.LOVER OF 10'DEPTH. ALL DRIP TUBES WITH EMITTERS OWNERS MANUALS. DURING THE COURSE OF THE INSTALLATION, P NIPPLE,LIKE 51ZE SHALL BE AT SURFACE OVER THE FABRIC BUT UNDER THE THE CONTRACTOR MUST RECORD ALL GHAwE5 MADE TO THE MULCH. IRRIGATION SYSTEM. THE CHAN&E5 MUST BE MADE IN RED ON THEK wC UNION FIFE TEES,PE PLLSS 22-V2' 90• SGHi 40 2'X2'X2'SXSXMIPT TEE /�-•i 15. LOW VOLTAGE WIRE SHALL BE 14&AM&E. RUNG OF LOW ORI&INAL PLAN. 45' �1 ELBOWS VOLTAGE WIRE IN EXCESS OF 800'SHALL BE 12 6AUSE WIRE. 2b. THE CONTRACTOR WILL WARRANTY THE IRRIGATION SYSTEM PI MAIN 0 PIPE �I FOR A PER OF ONE-YEAR FROM THE DATE OF SUBSTANTIAL A B A IS IS B po COMPLETION ANY SETTLEMENT THAT OCCURS DURING THI5 TIME WILL BE REPAIRED AT THE CONTRACTORS EXPENSE. 5('4• 24' 12' 9' 12' IT' 12' 21' 16' W ('4' 55'1 ID' 12' 15, 24' IS" 52' 24• W 6• 40' 24' 16' 24' 50' 24' 45' 50' CONCRETE THRUST 10• 50' W. 20' SO• 40' BO' BLOCK FINISH SRADE/TOP OF MACH FINISH GRADE 12• bl• 56' I8' 90' %' So: 61' %' /'� I-III-II •I I-I 1 I-III-I I P &E,R DRIVEN ROTARY I OWK SET _a) 6'POP-UP SPRAY HEAD -I I I-I I I I'-III' III' III TO 6R ADE TURF W6HEN W H/AOJJSTABLE RADIUSNOZZLE I-III=1 I I III-III-III=1 I5 ESTABLISHED THRUST BLOCKS AIR RELEASE VALVE !WINS PIPE:12-INGH LENGTH = -III-III-I 11=III-III-II' 5 NoT To SCALE r Nor To$GALE u U) 11 11=1 I I I I I=1 11=1 11= V MALE RIFT X.4qO INCH BARB 7111 1=1 11=1 11=1 11=1 11=' �j ELBOW ''1 -III; -III-III-11 I I-I i I-III- 5CH 80 UNIT!ZED PVC SWUNG J01NT,12•LENGTH tj w0 SCH 40 TEE OR ELL W x 45•M.AK wG LATERAL f6 wC LATERAL PIPE WE y �• V MALE HIRT X.4qO INCH BARB N ��„1 SHEET SCR 40 PVC TEE POP-UP SPRAY HEAD ROTOR HEAD OR ELL 7 NOT TO SCALE kEl NOT TO SCALE I R1 I 1 10*ROUND VALVE MIN..5 BOX ENE J. IECK 5-MIN. 184LAR TOOLE STREET MATCH LIKE SEE SHEET IRS KASHEO A&SRE&ATE 0 JJR cl� COMPACTED S2 DESIGNED BY 2F SOIL AMA co DRAWN BY Cl 8 lu 4'PVC,RISER < MAIN LIKE HA" JJR z 8.1 LENGTH AS THREADED TEE ON REQUIRED BOTTOM CHECKED BY 0 IL 1/22/07 SUPAr 4NP CLOTH,TURN DATE DOWN AT 05027 PROJECT NO. ......... PVC 51-H bo 05027 IRR.dwg FILE NO ♦ IFITTINSS 4 SC44 DO THREAVEO NIPPLES GATE 5 VALVE -Wo lffilllozz IN q I-ITmLL K/MIN.I CY 1/2"KASHW U) 0. 0 0 BRE EN FT I r H&I MAIN LINE DRAIN NOT TO SCALE �2 T 3.44 .09 - 'Ii lr4�' 28 + z FINISH GRADE TAPE 4 WHOLE ALL HIRINC,A -T.ALL r lorAAA INTERVALS. MAKE SPLICES q VALVE Lu t BOXES 4 LOCATE ON AS BUILT 11 PLANS. 3 TIE A L005E 20 FT,LOOP IN WIRING AT 8.35 2 ALL CHANGES INDIRECTION 692ATER DIRECT BURY l 'j. 55'T'O THAT 50 DE60MES. UNTIE ALL LOOPS • Q .1 � AFTER MAKING CONNECTIONS. -j INSTALL ALL 120V.WIRING IN CONDUIT. % \4 C5 PLACE ALL HIRMS,UNDER PAVEMENT AND ............. THROUGH SLEEVES IN CONDUIT. � V,� CONTRACTOR HAS THE opnoN To US f TRENCH OR PULL P.E.DRIP LATERAL LINES PROVIDED A MINIMUM COVER DIRECT J) po r) Or IO'CAN BE GUARANTEEP. I cf) FINISH 64RAOE FINISH LATERAL ij • MAINLINE SECTIONS 5EVOI SNAKE ALL li 120V HIRE LATERAL PIPE IN CONDUIT IN TRENCH BENEFE STREET (L Ncrr To scAEg po Ai r I" ru 26 r 6ASI-ADE STREET CONNECT To EXISTING SHEET • ----MAINLINE.AT THIS 1POINT 0 20' 4 80' 120' 1IRRIGATION PLAN SCALE:1'=40'-O' IR2 Z 9 i . . . . . . . . . . . . . . . sus l. . . . . . . . °$ ' METERS PARK�III//// ".". .`.`.".`. ".'.`.'.`.".'. co co OPEN SPACE I `. . + . . . . . . . . . . . . � O . . . . . . . . . . . cc / GRAVEL +�+`+.+W+W++• "-.+.+`+. EXISTI GRAV +�+�+W - " B•-B 3/ TRAIL .`..`..`.`.".".".`.`y`.".'.'.".'.'.`.` ++ NATURAL GRASSES I CO NEW ASTE COMAINE EXISTING GRAVEL TRAIL OR + + + ` ".. . + ` LINE OF FLAGGED (y NATURAL GRASS ` WETLAND 4787.s 00 . . . . . . . . . . � RELOCATED RUBS ` " ' ` + ` ` ` + ` ` 4787 cc; .NEW STEEL RETAINING`WALL- \' _ " `\• • • • • • • • +EXISTING+ YNAR BORDER' L +DITCH NEW CONTOUR D_ .478j8 `'PA.E' EW STEEL RETAINING • p�• NEW PED WI P �AY,. +.+.�"\ ++`+ {78B-B � � � WALL IXISIIN � CONSIRU OF VEL, ��� !: FlNES NEW CONTOUR+ LISTED EDGE v `.>.•. •. . . • • "\• + • • _0• NEW MING 0) o 0 LANDSCAPI� ,'�'OpE,; . . / 80 9 a' � _ .1:20�WAX.SLOPE•s � g • !•� _ El THA __ RELOCATE EXISTINO l0 TR RU RE. EE/SH B AS 0 C Lt1 w:., EDGE OF AOUPI W : .. `� w aUTILITY EASE ..,. t . EXISTING NEW PEDESTRIAN COMOUR PATHWAY, W GONSRtUCTED OF E •..••.. •---� \ GRAVEL FINE� /SHRUB ~ APPROXIMATE EW CONCRETE \ 4 4' APPROX.LIMIT OF PEG / �.Q / LIMIT OF STONE ESTRIµ \ NE LANDSCAPING / ® a) LANDSCAPING PATHWAY . EDGE OF ADOPTE . / U R NO _ _ _ — \ URl1IY FASEMEM RM SE j m EXISTING CO CR O a ® ® CULVERT C. f0 d NEWLIGHTIN. BOLLARD •�® ®' • U C W E%ISIIN to Z C Iw COVER •O W TTTTTTTTTTTTTt• Q— N a W _ IN SIDEWALK J 02006 INTRINSIK CO _ O di �RELZI IN SIDEWALK J EX G 5'CONCRETE WSIING m LL CSIT AN SIDLWALK RELOCATE(5)UISTI TRESS AS REWIRED V TRESS/SHRUBS AS RED. A� Y >^ EXISTING TREES EXISTING SHRUBS 4 NOTE:BRIDGE PIERS NOT TO ENCROACH ON EXISTING WEIAND WHICH 6 RAGGED ON SITE TYP.B.O.C. U) U) Valley West Subdivision Bozeman,MT 59718 N BABCOCK STREET — A O U Valley West Parks Improvements Design Development . O a • N® 7 ENTRY PLAN A1 .1Y PAVILION +� A1.1 SCALE: 1/16' = 1'-0' SITE PLAN t TA 07.21.2006 • —�,'s 1//1 3'-0- 2'-0" 5'-0" 5'-0" 5'-0" T-0" 5'-0" 2'-0" Y-0" 5'-0" I M s i • T i Z?AG� 1 2 3 3.1 3.2 3.3 3.4 4 5 6 @)� � 3 Egli ai 9 I _ ADA COMPUAFR GUARDRAIL 0) n\n Z OR A � fD O (- i � � •—1------ T z 4 CO 3 WEA ERPROOF S 0) N to (D 8 LO o_ ADA OMPLWR G RAIL • T iRIX DECKING CID L L UPUGHRNG MOUNTED .. ON A%+'S A90VE of INniIN51K C RAFTERS LLJ O 0 D~ F Fn a E 0 • V C m ®NORTH 1 ; ENTRY PAVILION PLAN 000000 w o • A2.1 SCALE: 3/16" = V-0" a = —ro m t =o U� a) Z � Q- m + w ©2006 INTRINSIK N I to 0 N Valley West Subdivision Bozeman,MT p 59718 1 VWA o Valley West ,V, Parks Improvements U Design Development .� O • � a A2.1 ENTRY PAVILION I PLAN L w 07.21.2006 S ` � C 45'-0' —1W�6 10'-0' 25'-0' 10'-0' _ �o`0 Zge$ ai 1 2 E OF TREK DECKING 1 �+ 00 'lfp� P(2) HSS 2%4)0(e4 004 0 2 10HSS 2K410(e 2 HSS 2%410(e J HSS 2%4%3(e 2 HSS 2K470(e 2 HSS 2K4%�(e .p_— 2 2 0 R. FlR A O I +� • ti o GO o� GCIoDN I{1fI Ui 2 ,0 R. FlR /N O (2)H55 2%N0(e (2)H55 2%4ICNe v (J)H55 2%47FNa (2)H55 2%4X�(e (2)H55 2K470(e /N O 7 7 0 R FlR 1 O 9 Tti Z. m c OECNINC E OF TREK cc w p 0 O w ( F D~ DO a E m • f UWm 0 NORTH a. ® 1 ; ENTRY PAVILION FRAMING PLAN I ~ m A2.2 SCALE: 3/16' = 1'-0' =o N a� Z � w ©2006 INTRINSIK N II }I 1 I 0 N Valley West Subdivision Bozeman,MT 59718 0 VWA U Valley West Parks Improvements U Design Development O !Z A2.2 ENTRY PAVILION FRAMING PLAN L to 07.21.2006 I I z 6 S r 5.-0' 11 5'-0' S'-0' 5'-0' S'-0' 5'-V L 5'-0' 5'-0' 5'-0' (AO`';r 1� • Zg° a NOTES: 0 1.5X1.5X.083 1.ALL S RECEIVES RUST/FINISH UNLESS OTHERWISE NOTED. STEEL TUBING 2.GUARDRAIL ON SOUTH SIDE (TMP•) NOT SHOWN I 3.ALL WELDS TO BE X.FILLET ALL AROUND Go 4 XX4)f14'i Go N STEELS JT4 STEEL PLA CORRE METAL R OFlNG •STEEL ROD O 1.5X1.5% 83 STEEL Tk BING (Typ) fx0 I LL �I • f Go ! COCR I u? REBARS Flu.IN BETWEEN SRZL ` O ANGLES. MAINTAIN MIN.4' I DISTANCE BETWEEN REBARS. STEEL ROD � L (TYP.) d CHAMFER ENDS OF STEEL PIECES X4 STEEL PLATE 42'GUARDRAIL CHAMFER ENDS OF STEEL PIECES AND FILE CORNERS SMOOTH ( ,) AND FILE CORNERS SMOOTH • 3-jX4W4 STEEL P TE YX3 STEEL I • 4%4 FIR (2) I III I TRE%DECKIN '' )HSS ..2 cc C w p C W (2)2X12 R.S.FIR �� �a � 1'- cu It N 6' I'-6' 1'-8' I'-B' 1'-6' 1'-6' v° m • i ' ••••••W • r o t ' c U°c. 1 U C LL Z Q_ Yn (0 LLI 7 ELEVATION ©2006 INTRINSIK CO S 14, A3.1 SCALE: 3/16" = V-0" F i I to N Valley West Subdivision Bozeman,MT 59718 r VWA 0 Valley West Parks Improvements U Design Development O a • A3.1 ENTRY PAVILION y DETAILS C N 07.21.2006 ( 1 S � C �F3 rg ,. r_,. 7._4. fAOO 1 A B A R rn 00 m o CV LO Y*STEEL PLATE Y STEEL PLAT —4X4 FT CO E e (2)A"BOLTS(TYP.) � X CORREGATED CORREGATED E SLEEVE U- METAL ROOFING METAL ROOFING • m e 1;STEEL ROD WELDED TO SLEEVE 1.5%1.6%.OB3 1SX1.5%.BIN O o W/4V4 PLATE(SEE X.X) 00 STEEL TUBING(TYP) STEEL TUBING(TYP) o m 0) 2%6 R.S.FIR ® m 2XB R.S.FIR m OR (GABLE ONLY) O 0-09 Y�X2 STEEL STRIP - (2)Y,"BOLTS(TYP.) N tb 12 (D 6� 2X6 R.S.FIR O STEEL ROD L o_ (2)Ye•BOLTS W/ (2))t'BOLTS W/ • BRIDGE WASHERS BRIDGE WASHERS(TYP) (TYP.EA SIDE) LO o m 4%4 nR ® m o m m o XX3 SIIEELL STRIP \ m (2))5•BOLTS(TYP.) lA O 4 Jj7(4 Yid • HANDRAIL/BENC HANDRML/BENC STEEL SLEEVE ASSEMBLY ASSEMBLY (2)Ye•BOLTS(M.) C WELD 3-)4X4&4 L� SR PLATE w C C 4'-10 3/4•MIN. I'-6'TYP. 2'-2 3/3/4•MIN. 42'HIGH GUARDRAIL � O W 4'-10• 42•HIGH GUARDRAIL STEEL ANGLE POWDER COATED �~ � ® ® o ® STEEL HANDRAIL m o m m BENCH WITH RUSTED a a) (1)HSS 2X4$ DECKING MAIL STEEL FIN AND O (2)H55 2%4X)(e IRE% HSS 2X40e (TYPICAL).• O CD(2)HSS 2X41e(e REBAR ••••••LLI • H55 2X4X)(e TREX DECKING IRE%DECIGNG STEEL ANGLE d 2e10 FIR 4X4 FIR 2)2X12 R.S.FlR C. LY L C • • • U O s • • U C Ofa)(2)!S•BOLTS(mJ � Z r_0 ( BOLTS 2._0. V-6 1/4• Q- N (31 HSS 2X4XNe ILL! NOTES: VELD TO EMBED PLATE NOTES: ©2006 INTRINSIK CO 1. ALL STEEL RECEIVES RUSTY FINISH 1. ALL STEEL RECEIVES RUSTY FINISH 't UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. 2. ALL WELDS TO BE 3(6 FILLET 2. ALL WELDS TO BE 3(6 FILLET ALL AROUND ALL AROUND L J, 0 7 TRANSVERSE SECTION 2 TRANSVERSE SECTION A4.1 SCALE: 1/4' = 1'-0" A4.1 SCALE: 1/4' = V-0' W Valley West Subdivision Bozeman,MT 59718 N VWA0 U Valley West Parks Improvements U Design Development O CL A4.1 ENTRY PAVILION DETAILS t 07.21.2006 i S � c 7'-4• ' Z� u ! pg=3 Ill • a a Zgs= a� a • o> OR N GO U� co O V X CORRELATED (0 METAL ROOFING • LL • • o O � 00 • I GO 0) OR 12 N s� I. GO I t 0 • • • • L0 rn • HSS 2%4X3(e ' C 42'HIGH GUARDRAL 42*HIGH GUARDRAIL cc C --STEEL ANGLE W O O LU • /J REDA SPACING MAX,T A • H C WE(DED TO ANGLE TOP @ BOTTOM Fn � lD a E 4%4 FIR d 3)NSS 2%4)9(e U O SS 2X40e TREX DECID W O m (_ m • • " C. L C • •, 2O _O WS 2X4%7(e TO EMBED PLATE U U CN 7'-0- Z L � Q_ V7 NOTES: N 1. ALL STEEL RECEIVES RUSTY FINISH W UNLESS OTHERWISE NOTED. ©2006 INTRINSIK N 2. ALL WELDS TO BE)(6 FILLET ALL AROUND l i 7 TRANSVERSE SECTION A4.2 : SCALE: 1/4" = V-0- 0 fA Valley West Subdivision Bozeman,MT p 59718 @ VWA0 U Valley West Parks Improvements U Design Development .� O CL • A4.2 ENTRY PAVILION y SECTION DETAILS t to 07.21.2006 u ' i I S • 25'-0' • • t E -0' S'-0' S'-0' S'-0 5'' S'-0' S'-0• -0' 6'-0' S'-0' ;5' r 1 2 3 4 5 NOTES: • (2)2X6 R.S.FIR (2)2%8 R.S.FIR (2)2X8 R.S.FIR (2)2X8 R.S.FIR (2)2X8 R.S.FIR (2)2X8 R.S.FIR (2)2X8 R.S.FlR (2)2X6 R.S.FIR UNLESS O OTH 1.ALL S ERWISSE REN O RUSTY FINISH Zgsa �1 THTEO. 2.GUARDRAIL ON SOUTH SIDE 0 1.5X1.5X.083 STEEL NOT SHOWN TUBING(TYP) _ 3.ALL WEDS TO BE)(e FILLET 4 ALL AROUND N va s m. GO I1 b ui IF co 0 I � 2)H55 2X4X3(e I X Y.%4 STEE PLATE LL HSS 2X4)9(. 1-DIA STEEL f ROD(TYP.OF 8 LOWERS) GO 0) (2)2X6 FlR OR 04 * 00 (2)2X6 FlR O 1)Hs X4 7 . 109N VV 7 L TREX DECKING D_ 2)HSS 2X40. • 4788_ 6u9 II n ,( tT 2)2%12 FIR 478410 7-7 GRADE ELEV... ' • CID 1 I N: I 4785-0 +- 1'-- > W w O m • 1 LONGITUDINAL SECTION a A4.3 : SCALE: 3/16' = 1'-O" — L c O 1y VLF Z � — Q_ m w ©2006 INTRINSIK CO 1 Valley West Subdivision Bozeman,MT p 59718 t0 VWA0 U Valley West } Parks Improvements U } Design Development O a A4.3 .- ENTRY PAVILION N 1 SECTION DETAILS L { N I 07.21.2006 Zis W _o5= >I EXISTING PICNIC I .. .. .. TABLES rn OR N a0 0 M LL �� W+ �EX+SING AIWARU� y.. • B DER`n RCH` ago OR ATM W GRASSES Lq co r, _, Y 'L ., . . . . .XISTI I " - W .ADD WBOULDERS WEBC SI A LO �� BENC e^% Y +%'r•' BACKFILL TO'k2'TRAIl S FE TYP. NATUf L BOTH SIDES I 0) 4777.5 W + ZI r• . - \- 0—0 I'.: // LLB w - cc �' % PLAYGROI}M + " I cn H a aEi MOVE EXIST6G , U m SHRUB \ .�"' o F (TURF \` ' ~ co r EXISTING �. `. f y0'.�J: BENCH w ©2006 INTRINSIK CO N V PROPERTY Et. EXISTING / GRAVEL EXISTING "MAYN D ' y ' ' ' PATHWAYS I DORDER" DITCH `,` rsoD1®' ' /i UTILITY - v•W -W'W'W-W' o� !� EASE O O Z coto NATURAL GRASSES LL .`. Valley West Subdivision N Q I a Bozeman,MT p 1 KAT C CyRASSE5 ,` J 59718 0 NfLN/ LIGHT V a B LLARD m vwA Valley West Parks Improvements U y Design Development CL NORTH .. W V .. COVERED BRIDGE ® 1 SITE PLAN SITE PLAN t A1.1 SCALE: 1/32" = V-0' to 07.21.2006 29'-0• / � C 2'-0• 5'-0• L 5'-0• 51-0• 5'-0• 5'-0• 2'-0• � / . ! = F �0:= 1 1 2 3 a s s rem! a; 1 z r- r fV A f-11" CO Ile� O A � X f6 • u n O to o u CD e O OR n 3 GO to cD 0 E C L o_ SWrtCH • - - -- ---- --- ---- - - - CD • C f6 W w 2 cc F f"a N r Ulm° 1 Normi 1 BRIDGE PLAN ••••.•W o • • ® A2.1 SCALE: 1/4'=1'-0' ~a m • — L -0 =o N U � 5'-0• 5'-0• 5'-W 5'-0• 5'-0• U C Z � Q— N i 2 3 4 5 6 w ©2006 INTRINSIK CO HSS 2X470(s 2 HSS 2X4 2 HSS M ] HSS 2X4 2 HSS 2X4 2 HSS 2X4 _ A J J Zy N Valley West Subdivision I ° ' Bozeman,MT p o 59718 //-I F VWA 2 NSS 2X4 2 HSS 200 3 165 2X4 2 HSS 2X4 2 HSS 2X4 0 8 Valley West J J Parks Improvements HSS 2X40. t Design Development .O n +. ' a A2.1 i COVERED BRIDGE PLANS L NORTH PLANS BRIDGE PLAN N ® A2.1 SCALE: 1/4'=1'-0' 07.21.2006 • • Z 9 6 t � n T•-4. _ 7•_I• yl'JO�= l i=Ro. ll ti A Zg JU CORRUGATED (,)14•e BOLT 0 1.s%t.67Low(TYP) METAL ROOTING W/YP..EA WASHERS (T E SIDE) 12 ; �6 1�6 BRIDGE WASHES h*0 BOLTS / CD 1.5%,.5%.ow(TYP) (TYP.EA.SIDE) N D D 2%6 FIR ® In T.O.SrEEi_� T.O.STEEL CID112•-�5 v YJ(2 STEEL STRIP O ¢ 0 X LO -;'STEEL ROD IL (2)W BOLTS W/ (1))1-*BOLT • BRIDGE WASHES(TYP) I C. 40 Fl (2)JS'0 BOLTS CO O D o (2)WO BOLTS CO QV STEEL STRIP ® CD to• � � HSS 2%4,0(e (2)YA'0 BOLTS O V 6•-9 1/2' ,+ • 42 HIGH CUATIDRAIL 12'HIGH GUARORA0. Lc) 03 RESkk 4'SPACING MA%• cy) WELDED TO A146U TOP&BOTTOM (2)X-0 BOLTS Ln EWINC PUITORN • /,-HSS 2X4)9(e TREH DECKNG NDRAIL/BENCH (,)KSS 20%i(e (3)H$S 2%410(e ASSEMBLY (0 HSS 2%IJO(e 4%1 Fl (2)NSS 2%/0 TREI DECKING C Fq HSS 2%41B(e 7XI0 FlR(IYI!.) +... (2)WO BOLTS O D LLT o ® �~ t6 3 HSS 2X4J()(. T.O.EMBED PUIE� (2)96.0 BOLTS L Q E To EMBED PLATE (2)1f'BOLTS(7YP.) ° 7.0.EMSEp pLA7Ey r N r o' 7'-D' m \• 3(, ((3�Hss 2z13 ••••••w O • 3(e P'f1D To EMBEDM PLATE C c C. U U C Z � 1 TRANSVERSE SECTION 2 TRANSVERSE SECTION Q- w A4.1 SCALE: 1/4"=1'-0" A4.1 SCALE: 1/4"=1'-0' ©2006 1NTRINSIK CO to to Valley West Subdivision Bozeman,MT 59718 VWA0 U - Valley West Parks Improvements U Design Development ) O a A4.1 COVERED BRIDGE SECTIONS L N 07.21.2006 1 • • • I Z 3 6 <�1.15 ,= 38.-6. =Ro' H • Zgsis a 1 T 3 4 5 6 r cq CV 1.5%1.5XO83(TYP) 1 O U� c0 O 2xs Pue X T.G.STEEL I 112v •- LL GO t Go \PL (31 1158 2%416(eV I o W . TYP. CENTER 84Y ONLY (V MN.(1)1S BOLT Go XX4 STEEL PL U) (O IYP. CD /4•SIEF1. (2)HSS 2%41e(e ROO I ,� o_ c 1 0)i t" I • (2)2%E nR— j (� c W (1)HSS 2%4X109 TRIX DECKWG LLIO IfLU (2)HSS zx A. / —(S)IG"200, iNW.(I)Y!BOLT 4T,n�/ CQAER BAY ONLY 1, F n•P.-n (2)2%10 F1 0' U co • .. y. iO a••••••te • C. it L =O �REDOORID"SHALL 4 U C BE(12)14 VERT$ •`. .� .. . �> •r4•, 'I,r'I)I L) /4 TIES o B•O.C. cc ©2006 INTRINSIK CO N i 04 T 7 LONGITUDINAL SECTION ! 0 A4.2 : SCALE: 1/4"=V-0" f N Tn Valley West Subdivision 1 Bozeman,MT p 59718 M VWA0 West U Parks ImproValleyvements U Design Development O a a t A4.2 I COVERED BRDGE y SECTIONS t (p 07.21.2006 4 ) { G , • l ram► _ - - - VALLEY NEST lb I I _ Y I-�� w . � �• _'�#� �� �� 4 ,•y . � t t. � stagy►. i1 � �� lt`�^'� — -� •Lw_ �!�' M �-r1 6 ~ 4InML South Meyers Park 1�.• i o i�t ._ r VA if ��'� f•6 - � , __�'�1 y } 'Tay I �� North Meyers Park VALLEY•EST 0 • • VALLEY WEST Meyers Park / Initial Phases Open Spaces Sidewalk and Trail Connectivity Analysis January 2008 South Meyers Park - Pink Circles (2). The trail curves nicely toward the intersection. Add two ramps each side to correspond with the adjacent sidewalks with short trail spurs. - Yellow Circle. This is an important connection to the bridge, so a single ramp here is logical, even though is does not connect to a street intersection. Many folks park on Clifden Drive and access the playground equipment from this trail spur. - Green Circle. Again, this is an important east west connection, aligning with the bridge and the Cover Street intersection. Unfortunately, the trail dips away from the intersection. Add two ramps and a horse shoe fines trail this location. • - Red Circle. It appears that we have two ramps here already as well as trail connection to both. No changes needs here. - White Circles. Add two ramps and trail connections at these street intersections. The trail is close so the trail stubs should be minimal. NOTE: grades in this area will need to be verified as they may preclude typical ramp installation. North Meyers Park - Orange Circle. It appears we have two ramps here already. Connect the trail with stubs to ramps. - Blue Circle. There will be sidewalks here when houses are built. Add ramps in R.O.W. to connect to the intersection. - Purple Circles (2). Change natural fines trail from Brenden Street to Durston to a 5' concrete sidewalk. Add ramps on both side of Forbes, and connect sidewalk along open space to Tilton and Toole streets. Note: verification needed for street tree locations, sprinkler heads, grade, etc on site. Please see attached (3) images for reference. • � 1 if• � { �-�... .r�=7 -�_ ��l=. -�j`=-�-:=}��=:_�� - - �- �t,�yf �� � j"r-'•"''�—mow �' �. a 1 .s. 02 1IL i p� Y 40 -kk -A J ,.vim.--:r,,;•�,r:<artno:?"s'" �'/��+(j rt', _ r`f ��. _��� y .+T" _� .� — n_ � � VALLEY "'EST Meyers Park Ma 2007 • t 1 12 C J. 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U Ca rN„o w gym$ DRAWING INDEX PLANTING PLANS ED • T1 TITLE SHEET :�+av�+R B • •.. Ll PLANTNG PLAN -WING LAKE WEST ; (� $�B H L2 PLANTING PLAN WING LAKE EAST �I1 B `� Z PLANTING PLAN- SOUTH OF WING LAKE EAST L��JJ �• ' �� L3 DESIGN TEAM •• ' OWNER WETLANDS CONSULTANT « - a ®® BOZEMAN LAKES, LLC VAUGHN ENVIRONMENTAL SERVICES ° a m a 25A CLIFDEN DR 8353 SADDLE MOUNTAIN ROAD o El ®®BOZEMAN,MT 59718 BOZEMAN,MT 59715 ° ® (406) 587-0154 (406) 586-6909 PROJELTLPGATION a8 ' LANDSCAPE ARCHITECT ENVIRONMENTAL DESIGN @am m m PEAKS TO PLAINS DESIGN, P.C. CONFLUENCE CONSULTING, INC. 91 404 NORTH 31ST STREET, STE. 405 1115 NORTH 7TH AVENUE m ESE W O BILLINGS,MT 59101 BOZEMAN,MT 59715 (406) 294-9499 (406) 585-9500 nil I Ir� w CIVIL ENGINEER o MORRISON-MAIERLE 901 TECHNOLOGY BOULEVARD NORTH BOZEMAN, MT 59771 PROJECT LOCATION MAP N (406) 587-0721 1 NIOTTOSCALE T SHEET T1 • . • A O N � n, • s + + $�N i _ II 901 �N2 1 1 I I 1 I N F --J • a + MA _TGFI_L INE_ _ 9H� ____________ _T L2 — Do - KD . DAD0 e Rgg � x r ° rn p z O_ 3 C m � �• m`^ � m . y y 22 ZNN? :2 m >CI(AN ry > mp j>- N B n () a m p A o Z=m.>c T+'1 N • C) G)O m g 10 r ZZm j �mm '� < m mmZ f1 f Tn SHEET TITLE PROJECTTITLE o p o D o o o *."""`��i�� REVEGETATION PLAN VALLEY WEST o g 9 a =9 °? o FOR WETLAND SUBDIVISION PEAKS TO PLAINS DESIGN& o o m a= MITIGATION WING LAKE AREA211 �m 3a 404 NORTH 31S TSTREEf,SOffE 405 L� �y.�. A •:#-: BILLINGS,MONTANA 59101 r.• `.• (406(294-9499-(406)294-9670 FAX �� WWW.PEAKSTOPLAINS.COM C)2008 PEAKS TO PLAINS DESIGN,P.0 i�Niili"`���\````` • • B _ MATCH LINE _____________ ————————— —— —— — ——— —— HATCH LINE V N V \\ r NN I , �J x x x n / \ x N L` � D L uul 2 3 ^L C, N � O Ll � E x A V U1 r 4jS5 ryrl � WI o ® ® 00000 o o o� o 0 © � o Oz Z 9 z o r,cm F� ♦ v � ov D Z fN N y � _ IT1 r O VI N N D mN2z N A N A p m j (� c T A g z x m D r*I N 1-� • Z Z m N < ymm g N S m Z < m m � O - _ rn N r O '0 O O O o? O� O QJ 111111111,SHEET TITLE PROJECT TITLE x - � AEI D� x REVEGETATION PLAN VALLEY WEST , C� FOR WETLAND SUBDIVISION PEAKS TO PLAINS DESIGNd o o N MITIGATION WING LAKE AREA 404eNORTH 31 ST STREET,SURE 405 ��• BILLINGS,MONTANA94�591111 IwwW.FEAKS(OPWNSCOM C)2008 PEAKS TO PLAINS DESIGN,P.0 I N PLANT.LEGEND ( I Black Cottonwood "'.°pia• Ma°�``�� v.=�— �nnnmlla N O Western SeMcetxrry BV/JR Hi RA DESIGNED BY Z . N O Gormlon cFHokecFHerry JJR w DRAWN BY O N O Golden Currant rn BV/JR Z (5) CHECKED BY ga OBebb Willow DATES/08 N 07033 476 N O Pacific Willow PROJECT NO. am 0)w 07033_LS.DWG (2)AA +• ( t O Woods Role FILE NO. U M)SAL ! w (y \ (2Jpp Q 511verleof Buffoloberry i + ( + • 12)SAR rn m H O AA American 511verberry Q Nw �� y a�? 4760 fill F- C7J AA (2)RA I (2)EC � O GNaklrig Aspen � �A�O O Red Osier Dogwood 'r 3 ® Yellow Kilo. m 3 1 PLANTING PLAN SCALE:1"-W • Common 5now12erry OGeyer Willow 4 SHADING LEGEND PLANT 50HEDULE SUMMARY - SCHEDULE FOR ALL SHEETS REVEOETATI ON NOTES • 5®MI%n2 5YM Q BOTANICAL NAME I COMMON NAME I SIZE I ROOT I NOTE5 I. PRIOR TO COMMENCING ANY WORK,CONDUCT A PRE-CON5TRUCTION MEETING ON SITE. INVITE CITY OF BOZEMM PARKS PERSONNEL. MIXI LARGE NATIVE DECIDUOUS TRIM-52. THE BOUNDARIES OF EXISTING WATERCOURSES AND KETLAND AREAS TO BE PRESERVED WILL BE STAKED BY THE PROJECT ENGINEER BASED ON THE A1PL.AND 'Al CJ� F-H PN 50 POPU.IUS TRIGHOCARPA BLACK COTTONWOOD 10 GAL. GON'Al-- EXISTING ATERC-D DELINEATION MAP. STAKED AREAS WILL SE PROTECTED FROM ALL DISTURBANCES. O ��11 SMALL NATIVE DEGIDUOVr Tl�a S. ALL ORK CO TOR. R. EXISTING Y�7LAIJD�TO BE PRESERVED SHALL BE PROTECTED FROM SILTATION BY A SILT PENCE PLAC®BY THE ® EARTHWORK CONTRACTOR W SEED MIX H0 PT 54 POPULUS TRBAILOIDES QUAKING ASPEN 10 GAL. CONTAINER 4. SHAPING OF ALL AREAS HIGHER IN ELEVATION THAN THE 4-FOOT DEPTH CONTOUR OF EACH CONSTRUCTED LAKE AND WETLAND(INCLUDES,THE u lNETI-AND SEED MIX) SLA 22 SALIX LASIANDRA PACIFIC WILLOW 5 GAL. CONTAINER SAFETY SHELF,EM ERSENT WETLANDS,SATURATED WETLANDS,PARK AND UPDATED AREAS ADJACENT TO THESE FEATURES)WILL BE SUPERVISED BY THE {✓�' PROJECT ENGINEER DI��� S. FINAL 6940IHO OF THE SAFETY SHELF,EMERGENT WETLAND'AND SATURATED WETLANDS WILL BE WITHIN 0.1 FEET OF THE ELEVATIONS SHOWN ON THE. - _ AA 96 AMEIANCHIER ALNIFOLIA WESTERN SERVICEBERRY I GAL. - CONTAI EI2 - - - DRAWINGS UNLESS OT ERKSE DIRECTED BY THE OWNERS REPRE5ENTATVE. W 65 42 CORNU5 STOLONIFERA REDOSIER D0600D I GAL. CONTAINER 6. ALL TOP501L AND SUBSOIL STOCKPILES REMAINING IN PLACE LONGER THAN 4 WEEKS DURING THE APRIL-SEPTEMBE4 GROWING SEASON KILL BE 62 l 1� OPEN WATER - SEEDED WITH UPLAND SEED MIX u2 TO CONTROL HEED ESTABLISHMENT. C-G 20 B_EA6N15 GOMMUTATA AMERICAN 51LVERBERRY 5 GAL. CONTAINER T, ALL AREAS 015TURBW DURING CONST 4TION SHALL BE RESEEDED WITH A SEED MIX WITHIN 4 WEEKS OF FINAL GRADING WIT4 THE PROPER MIX AS w 59 PRUN5 VIRGINIANA COMMON CHOKECHERRY 2 GAL. CONTAINER SHOWN ON THE REVE&ETATION PLAN. RA 1-14 RIBES AURBIM GOLDEN CURRANT 2,3,5 GAL. CONTAINER D. THE W=TLAX0 SEEP MIX KILL HEED TO BE COVERED BY APPROXIMATELY 1/4 INCH OF SOIL BY MANUAL RAKING OR BY DRAGGING A CHAIN OR SIMILAR IMPLEMENT ACROSS THE SOIL SURFACE. -� 3 RW 44 ROSA W000511 WOODS ROSE 2,3,5 GAL. CONTAINER 4, NO FERTILIZER KILL BE USED IN EITHER SEED MIX. ~ SAL 45 5YMPHORIGARP05 ALBU5 COMMON SNOVEERRY I GAL. CONTAINER 10. THE PROJECT AREA SHALL BE INSPECTED FOR HEEDS ANNUALLY IN THE SPRING AND FALL AND APPROPRIATE MEAWRE5 5HALL BE TAKEN TO N~- 5AR 20 51ER4ERDIA AR6ENiEA SILVERLEAF BUFFALOBERRY I GAL. CONTAINER CONTROL HEED ESTABLISHMENT FOR A MINIMUM PERIOD OF THREE YEARS UNTIL CONTROL HAS BEEN ACHIEVED. () II. HE WOODY PLANTS AND TUBELIN65 WILL BE PURCHASED BY VAUGHN ENVIRONMENTAL. CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION AT W SB 25 SALIX BOOTHII/B®BI BOOTVB®B WILLOW I TO IS GAL. CONTAINER THE DIRECTION OF VAU6HN ENVIRONMENTAL ON SITE. SW 36 SALIX LUTEA YELLOW WILLOW I GAL. CONTAINER a 5LU It, 5ALIX GEYERANA GEYER WILLOW I TO 5 GAL. CONTAINEZ SEED MIX #2 (UPLAND SEED MIX) SEED MIX #3 (WETLAND SEED MIX) SCIENTIFIC NAME COMMON NAME POUNDS/ARE. SCIENTIFIC NAME COMMON NAME POUNDS/ACRE• Agepyan t—hy—lum SLCNDeR WHEATdWS 4v 12—honpe1a caespltoae TUFTED HAIR64RA55 'IA EIr-—d-1. CANADA WILORYE 4,0 Poa pah»trla FOWL BWEGRA55 IS Z Feetuca ovum COVAR SHEEP FESCUE IA Agropryon trachycmNm SLENDER WEATGRA55 15.0 Agropron-Ithll ROSANNA WESTERN 4,0 .Locus bell— BALTIC,RUSH 0.125 I YBE F^es-+ ATGRASS 6lycorla etrIoW FOWL MANNP6RA.b IS L. 1--1 Poa comp—so RBUBENS CANADA BLUEGRASS OS Agropron rlportm SODAR ST7EAMBANK 5O TOTAL 24A25 PL5 ; z O WEATORA55 -RATE 15 BASED ON A HAND-BROADCA5T RATE. O TOTAL 165 PI-5 E-H •BASED ON A DRILL-SEEDING RAT:OF APPROXIMATELY 18S POUNDS PLS OURE LIVE SEED)PER W ACRE. DOUBLE THE UPLAND SEED MIX RATE FOR HAND BROADCAST SEEDING. 3 WING LAKE WETLAND PERIMETER: WETLAND TUBELIN65 W OTT BOTANICAL NAME COt-"ON NAME SIZE NOTES O 400 JUNCJIS EFFUSUS SOFT RUSH 10-114C�H T Environmental Services (j 400 LUNGS EN5IFOLIU5 DA66FRLEAF RUSH 10-INCH r F UNK.0 400 J5 roRREY1 TORREYS RUSH 10-IHGH r 8353 Saddle Mountain Road•Bozeman Montana 59715 Iul W 600 ELEOCHARIS PALUSTRIS CREEPING SPIKERU514 10-INCH T N n/ 600 5CIRPLS MIGROCARPUS SMALL-FRUITED WLRUSH 10-INCH T W 600 5CIRAUS ACUTUS HARD STEM BULRUSH 10-INCH T 600 5CRPU5 VALIDUS 5OFT5TEM BULRUSH 10-IHG4 r VERIFY SCALE SHEET 300 CARE%AGUATALIS WATER SEDGE 10-146H r THESE PRINTS MAY HAVE BEEN • 500 GAREX MI RA SMALL-WINGED SEDGE 10-INCH T I REDUCED 1/2 SIZE. THE LINE BELOW 500 CARER PELLITA WOOLY SEDGE 10-INCH T t MEASURES ONE INCH ON THE 300 CARER PRAE66RAGILI5 GLUSTERFJ7 FIELD D6 5EE IO-INGH T ORIGINAL DRAWING. 100 MIKXUES 6UTTATUS Y�LOW MONKEY FLOWER 41HCH FORE 54 MIMILUS LB-41511 PINK MONKEY FLOWER 4-INGH FORB 150 SA&ITTARRIA GUNEATA HAPATo BARE-R.00r FORB ( MODIFY SCALE ACCORDINGLY. PUBLIC STREET & UTILITY EASEMENT EXHIBIT A 90'-WIDE PUBLIC STREET&UTILITY EASEMENT ACROSS THE N1/2N1/2 SECTION 9,T2S,R5E,P.M..M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA — DURSTON"ROAD La --- ) O 1 4 A N1 /4 COR . �) SEC. 9 111111111 All • N — S MID= Q S EZ TI � N L LN-E- 4755COSH � 00�5C— 4' 11 , 1P C ' —" I UTI L47 IT-YE I . I � • E.X=1_S T-I_N PER DOC . No . i > C— N 1 /16 COR . ��`S E C�9 • — — — — —'0 ,o0 ( IN FEET ) MORRISON En MI Technology BWd. DRAWN BY: AJE PROJECT No. 9meers Bozeman MT59718 VALLEY WEST-SUBDIVISION Surveyors CHK9.BY: K0.1 3384.043 D MAIERLE,INC. SUentls1s Phone:(406)587-0721 APPR.BY: BOZEMAN MONTANA _ Planners KO; Fax:(406)587-1178 FIGURE NUMBER anmymowaedcemPmr DATE: 0712008 COPYRIGM O PUBLIC STREET&UTILITY EASEMENT EXHIBIT FIG. A NOfd115pNMNEPIE INC..]IpB N:1338410431ACAD\ExhibitalLrlPkwy—Easement E#dbit dwg Plotted by alex edwards on Jul/28/2006 CONSTRUCTIOAMPROVEMENTS FOR VALLEY WEST SUBDIVISION - WING LAKE COMPLEX OF THE VALLEY WEST PLANNED UNIT DEVELOPMENT LOCATED IN PORTIONS OF TRACTS 1 &2,BLOCK 3,AND BRONKEN PARK,VALLEY WEST SUBDIVISION, ° DORSTON ROAD SITUATED IN THE NEI/4 SECTION 19,T2S,R5E,P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA q..-_ ___� n 2 DEVELOPER PROJECT��,,,,�� I\ y-- BOZEMAN LAKES L.L.C. AREA LLL111 F - � C/O GREG STRATTON - 'WEST BAbCOCK STREET o - -w 2415 E. CaMELBACK. SUITE 900 L, iR PHOENIX, ARIZONA 85016 ._ .a t - i VICINITY MAP NORTH NO SCALE ' n i GRAPHIC SCALE r✓� �� "� I I zoo D too zoo ( IN FEET) I inch 200 IL I INDEX TO SHEETS i �LRRI ,INNC GENERAL SHEETS �J LWL G-1 COVER SHEET QUALITY ASSURANCE G-2 MISCELLANEOUS LEGEND AND NOTES G-3 STANDARD ABBREVIATIONS AND NOTES 1 GRADING SIIEETS ; Project Manager C-1 OVERAL GRADING PLAN—INDEX SHEET C-2 WING LAKE WEST GRADING C-3 WING LAKE EAST GRADING C-4 WING LAKE MISCELLANEOUS GRADING C-5 SOUTHEAST WETLAND COMPLEX GRADING C-6 WETLAND SOD MAT REMOVAL AND PLACEMENT f Project Principal or Office Manager C-7 PIPING PLAN - C-8 OUTLET STRUCTURES, PIPING AND FISHING ACCESS POINT DETAILS C-9 SWPPP EROSION CONTROL PLAN �y C-10 WING LAKE CROSS SECTIONS STA. 1+00 — 3+50 I ` C-11 WING LAKE CROSS SECTIONS STA. 4+00 — 6+00 ' i Peer Reviewer C-12 WING LAKE CROSS SECTIONS STA. 6+50 — 8+00 C-13 WING LAKE CROSS SECTIONS STA. 8+50 - 10+00 ' QA No. Approval Date C-14 WING LAKE CROSS SECTIONS STA. 10+50 - 13+00 Q . C-15 WING LAKE CROSS SECTIONS STA. 13+50 - 15+00 C-16 WING LAKE CROSS SECTIONS STA. 15+50 - 16+50 C-17 WING LAKE CROSS SECTIONS STA. 17+00 - 17+50 Date C-18 WING LAKE CROSS SECTIONS STA. 18+00 - 19+00 C-19 WING LAKE CROSS SECTIONS STA. 19+50 — 22+00 Project No C-20 WETLAND COMPLEX CROSS SECTIONS STA. 1+00 — 13+50 a VERIFY SCALE! REVISIONS DRAWN BY: KDJ PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY d ''�, VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW -- 901 Technology Blvd, y CHK'D.BY: KOJ MEASURES ONE INCH ON MORR.ISON Engineers Bozeman.MT 59718 = '. WING LAKE COMPLEX SHEET NUMBER ORIGINAL DRAWING. Survtyv�a �� K.r 0. W'T APPR.BY: KOJ BOZEMAN _ _ JACOBS0. MT 1 Scienlisls �p w= DATE: 01110/08 71 INC. Planners Phone:(406 587-0721 13897 PE Z1 DRAWING NUMBER MODIFY SCALE ACCORDINGLY! :J�- AIERLE,IN ( ) r'r""F, C SE O.A.REVIEW COVER SHEET Fax: 406)587-1176 t o CiS G-1 nnENlPlay��-o„�N.�nc�N,P„ny 4`S� EN �C�9 BY: 1 N13 3 8 410 4 31ACAD1Sheets%GENERAL SHEETS.dwg Plotted by kevin jacobsen on JaN11/2008 Cot,_GHT c.0mSOµw,IERLE IHC — 'a,I, A— PATE: TOPOGRAPHIC LEGEND MECHANICAL I Ff FNf) AND NOTES GENERAL PIPING NOTES • —x�x BOUNDARY AND/OR PROPERTY LINE 1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION FENCE LINE POINTS.MINIMUM COVER SHALL BE 6'-6'UNLESS OTHERWISE SOWN. ————— EASEMENT LINE 2 SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE SECTION LINE OR OLC LINE INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SOWN FOR ADJACENT STRAIGHT RUN OF PIPE CENTERLINE(?) 3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS 87 BURIED TELEPHONE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. ROAD(EDGE OF EXISTING PAVEMENT) 4.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED EXISTING CULVERT WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL O FOUND MONUMENT BOX 5.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS OTHERWISE NOTED.THRUST PROTECTION SHALL BE ADEQUATE FOR A HORIZONTAL/VER-ICAL CONTROL POINT TEST PRESSURES SPECIFIED. SHOWN CONTROL POINT 6 SHALLSYMBE FOLLOWED THROUGHOUT THELEGENDS,AND PIPE UNTIFICAITONS DRAWINGS.WHEREVER APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT + COORDINATE POINT - NECESSARILY USED IN THE PROJECT. IgB-1 BORING LOCATION AND NUMBER. SEE 7.THRUST BLOCKS ARE NOT GENERALLY SOWN ON THE DRAWINGS. SPECS FOR BORING LOGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT „32+00 .. WELDED,GROOVED END OR SCREWED PIPING,SHALL BE SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES,UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS. FOUND C.O.E. BRASS CAP STAMPED W/NO. 8.WHERE A GROOVED END COUPLING IS SOWN,IT SHALL BE THE B BM-2 BENCHMARK LOCATION AND NUMBER OR RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A EASEMENT CORNER REBAR FLANGED COUPLING ADAPTOR IS SOWN, A STANDARD FLANGE O POINT OF INTERSECTION, SET 518"x 18' SHALL BE JOINED TO THE COUPLING ADAPTOR. REBAR W/L.S. CAP STAMPED C-329" 9.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. ZS P-3 PIEZOMETER LOCATION AND NUMBER 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY X 1000 EXISTING GRADE APPROXIMATE PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. 01000 FINISH GRADE It. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR THE COORDINATING AND PERFORMING THE CONNECTION OF THE 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND TO THE WORK OF OTHER CONTRACTORS,AS NOTED. EDGE OF TREES, BRUSH ' 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE 12" EXISTING TREE W/APPROX. TRUNK DIAMETER THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, • THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY 175 EXACT LOCATION.SIZE,MATERIALS. BUSH AND INVERT FLEVATIONS. NEW TREE AS SPECIFIED . a try .SIGN. ONE POST OR TWO POST ® EXISTING MANHOLE ® NEW MANHOLE EXISTING UTILITY OR TELEPHONE POLE 7, NEW UTILITY OR TELEPHONE POLE DITCH SHOWING DIRECTION OF FLOW ;CREEK/RIVER W/DIRECTION OF FLOW GENERAL DESIGN DESIGNATIONS NEW CONTOUR ON DRAWING WHERE SECTION �1000� SECTION (LETTER)OR DETAIL(NUMERAL) OR DETAIL IS TAKEN: DRAWI �\ �1000� EXISTING CONTOUR DESIGNATION X- WHERE X WERE C NUMBER SHOWN ON DRAWING WHERE SECTION MATERIAL SYMBOLS OR DETAIL IS SHOWN: DRAWING NUMBER DRAWING NUMBER S (OR SAME DRAWING) WHERE TAKEN DETAIL AND SECTION DESIGNATION CONCRETE STANDARD DETAIL NUMBER STANDARD DETAIL DESIGNATION GROUND SURFACE SEE DRAWING 0-1 THRU D-33 AT END OF DRAWINGS STANDARD DETAIL DESIGNATION NOTES- 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS 'EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS. OR AS SCREENED BACKGROUND. NEW STRUCT- URES ARE SHOWN IN HEAVY LINE WEIGHTS. • I REVISIONS t� t DRAWN BY: KDJ PROJECT NUMBER VERIFY SCALE. b�.]'q�))� THESE PRINTS MAY BE NO. DESCRIPTION DATE BY , VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW _ 901 man,Technology Blvd. CHK'D.BY: KDJ �1 ; MORRISON WING LAKE COMPLEX MT 2 MEASURES ONE INCH ON r-�� En9inBBrs Bozeman,M7 59718 =� {T�% ORIGINAL DRAWING. $uNeyp2 .<� KFVIN D. d'i APPR.BY: KOJ f)OZEMAN SHFFT NUMBER JACOBSEN w% Scientists O 13897 PE L"� DATE: 01/10108 DRAWING NUMBER A MAIERLE)INC. Planners Phone:(406)587-0721 y 2= Fax:(406)587-tt76 t o C O.A.REVIEW G_2 MODIFY SCALE ACCORDINGLY! All rnlPmy«•-o,Y„<•e co�,InyNy n,�s��cENaL��_ BY: MISCELLANEOUS LEGEND AND NOTES N:13384\043\ACAD\SheetsWGENERALSHEETS. Plotted by kevin'acobsen on Jan/11/2008 �I„�NAL��.- DATE: dWD Y I COPYRIGHTOMORNSDUANIERIE.Bx:.,2008 BREVIATIONS AS ANCHOR BOLT FB FLAT BAR, FACE BRICK PI PRESSURE INDICATOR, POINT OF INTERSECTION ABDN ABANDON FC FLEXIBLE COUPLING PJF PREMOLDED JOINT FILLER ABV ABOVE FCA FLANGE COUPLING ADAPTER PL PLATE, PROPERTY LINE AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FO FLOOR DRAIN PLYWD PLYWOOD AODL ADDITIONAL FDN FOUNDATION PMP PLANT MONITORING PANEL ADJ ADJACENT, ADJUST FES FLARED END SECTION RNL PANEL GENERAL NOTES ADPTR ADAPTER FET FLARED END TERMINAL PRCST PRECAST AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PREFAB PREFABRICATED AHR ANCHOR FF FINISHED FLOOR PRELIM PRELIMINARY 1. All construction work on this project shall be completed in accordance with Montano Public Works Standard ALUM ALUMINUM FG FINISH GRADE PREP PREPARE. PREPARATION Specificotions, Fifth Edition, March, 2003 MPWSS, including the 2005 addendum, and City of Bozeman Modifications ALT ALTERNATE FHYD FIRE HYDRANT PROP PROPERTY to the Montano Public Works Standard Specifications 5th addition doled March 2004, including addendums No. 1 and ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR. FLOW PRV PRESSURE REDUCING VALVE No. 2. and project specifications. APPROX APPROXIMATE FLEX FLEXIBLE PS PRESSURE SWITCH, PIPE SUPPORT 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, APVD APPROVED FLG FLANGE PT POINT, POINT OF TANGENCY as determined by Owner and the Engineer. ARCH ARCHITECTURE, ARCHITECTURAL FLL FLOW LINE PVC POLYVINYL CHLORIDE ASPH ASPHALT FIN. FINISH PVMT PAVEMENT 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field AVG AVERAGE FLR FLOOR RAD RADIUS verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The ® AT FOC FACE OF CONCRETE RC REINFORCED CONCRETE Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RCP REINFORCED-CONCRETE PIPE proper protection when location is known. BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL RD ROAD, ROOF DRAIN 4. A list of representatives to contact for information regarding facilities is as follows: BETW BETWEEN FT FOOT, FEET ROCR REDUCER BF BOTTOM FACE FTC FOOTING, FITTING REBAR REINFORCEMENT BAR Montana One Call System Dispatcher 1-800-424-5555 BLDG BUILDING F TO F FACE TO FACE REF REFERENCE Northwestern Energy Mott Mickelwright 582-4671 BLK BLOCK GA GAGE, GAUGE REINF REINFORCE Bresnom Communications Scott Riis 586-1837 BLW BELOW GAL GALLON RELOC RELOCATE, RELOCATION BM BEAM, BENCHMARK GALV GALVANIZED REDD REQUIRED 5. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall BOT BOTTOM GALVS GALVANIZED STEEL RST REINFORCING STEEL be wotered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPOES BRG BEARING GND GROUND RT RIGHT Permit. BRKT BRACKET GRTC GRATING R/W RIGHT-OF-WAY 6. All cross sections represent existing ground (dashed line) and finished grade (solid line) along the alignment CHAN CHANNEL GSKT GASKET SAN SANITARY indicated on the plans. Elevations are finished grade elevations. CHK CHECK GSP GALVANIZED STEEL PIPE SCHED SCHEDULE CI CAST IRON GVL GRAVEL SDWK SIDEWALK 7. Access for other contractors working on the site and emergency vehicles shall be preserved at all times. CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SECT SECTION CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SHT SHEET 8. The contractor shall be responsible for coordination of any necessary utility work (cable/fiber/phone/power/etc.) CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB Sim SIMILAR with local utility companies. CIRC CIRCULAR HD HUB DRAIN SLP SLOPE CJ CONSTRUCTION JOINT, CONTROL JOINT HOW HARDWARE SP SPACE, SPACED 9. The contractor shall notify One Call ®1-800-424-5555 for onsite utility location. All existing utilities shall be CL CENTER LINE HDR HEADER SPEC SPECIFICATION marked before digging. CLDI CEMENT LINED DUCTILE IRON HK HOOK SPG SPACING 10. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall CLG CEILING HM HOLLOW METAL SPRT SUPPORT immediately repair the damage at the contractor's expense. CLR CLEAR, CLEARANCE HORIZ HORIZONTAL So SQUARE CMP CORRUGATED METAL PIPE HP HORSEPOWER SO FT SQUARE FOOT 11. All utility conduits (if necessary) for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR So IN SOUARE INCH 24" from finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All CO CLEANOUT HT HEIGHT, HEAT TRACE SST STAINLESS STEEL locations shall be determined and field fit as directed by Engineer and shown on record drawings. COB CITY OF BOZEMAN HV HOSE VALVE STA STATION COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING SS SANITARY SEWER 12. Contractor is responsible for obtaining storm water discharge permit prior to construction. COMB COMBINATION HWY HIGHWAY STD STANDARD 13. The owner has contracted with Vaughn Environmental, Confluence Consulting, and Peaks to Plains Design on CONC CONCRETE OR CONCENTRIC HYD HYDRANT STIF STIFFENER various aspects of the overall project. Representatives of these firms may be present on-site to provide CONN CONNECT. CONNECTION ID INSIDE DIAMETER STL STEEL oversight/assistance regarding-items'Within this plan set. CONSTR:- CONSTRUCTION IE INVERT ELEVATION STRUCT STRUCTURE CONT CONTINUE, CONTINUED, CONTINUOUS IF INSIDE FACE SYM SYMMETRICAL 14. Landscaping Aems Including, but not limited to, seeding, plantings, trail mix placement, fool bridges, lowers, CONTR CONTRACTOR IN. INCH TIO TOP AND BOTTOM are not part of this project and shill be cgmpleted under separate contract. COORD COORDINATE INFL INFLUENT TS THRUST BLOCK CORR CORRUGATED INSTL INSTALL. INSTALLATION TBC TOP BACK OF CURB 15. -Contractor shall remove and dispose of all fencing, groundwater wells, structures, stock tanks and irrigation. CP CONTROL PANEL INSTR INSTRUMENT TF TOP FACE lines/appurtan•ies within the grading limits. 'rhis work shall be :ncidehlel to the excavation (site grading) bid item. CPLG COUPLING INSUL INSULATE TEMP TEMPORARY, TEMPERATURE C TO C CENTER TO CENTER INT INTERIOR THK THIC✓. 16. In,areas of future roadway improvements,'where fill exceeds 3 feet in depth. Contractor shall compact CTk CENTER JB JUNCTION BOX THRU THROUGH non-orgdnic `ill materials to 95%of proctor in a maximum of 18 inch lifts. ' t _ - CTSK. COUNTERS!NK JST JOIST T.O. TOP OF ' CLI CUBIC AT JOINT T.P. OUTSIDE TOP OF PIPE CU FT CUBIC FEET L ANGLE TOC TOP OF CONCRETE, TOP OF CURB CU IN CUBIC INCH LBS POUNDS TST TOP OF STEEL CULV CULVERT LF LINEAR FEET TW TOP OF WALL ' CU YD CUBIC YARD LNTL LINTEL TYP TYPICAL ' D DRAIN LONG LONGITUDINAL UBC UNIFORM BUILDING CODE ' d PENNY(NAIL SIZE) LP LOCAL PANEL UG UNDERGROUND OBA DEFORMED BAR ANCHOR LR LONG RADIUS ULT ULTIMATE DEL DOUBLE LT LEFT UTIL UTILITY GET DETAIL LVL LEVEL V VALVE. VOLT DI DUCTILE IRON, DRAIN INLET LVR LOUVER VB VALVE BOX DIA DIAMETER MATL MATERIAL VERT VERTICAL DIAG DIAGONAL MAX MAXIMUM VOL VOLUME DIM DIMENSION MB MACHINE BOLT VRFY VERIFY DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER VTR VENT THROUGH ROOF DIR DIRECTION MCP MOTOR CONTROL PANEL W WIDTH ON DOWN MECH MECHANICAL WD WOOD OR DOOR MFD MANUFACTURED W/ WITH DWG DRAWING MFR MANUFACTURE. MANUFACTURER W/o WITHOUT EA EACH MH MANHOLE WL WATERLINE EF EACH FACE, EXHAUST FAN MIN MINIMUM WM WIRE MESH, WATER MAIN EL, ELEV ELEVATION MISC MISCELLANEOUS WS WATERSTOP, WATER SURFACE ELB ELBOW MJ MECHANICAL JOINT WSTL WELDED STEEL, WROUGHT STEEL ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS WT WEIGHT ENCL ENCLOSE NIC NOT IN CONTRACT WTR WATER ENGR ENGINEER NO NUMBER WV WATER VALVE NOTE: EP EDGE OF PAVEMENT NOM NOMINAL WWF WELDED WIRE FABRIC EOL EQUAL. EQUALLY NTS NOT TO SCALE WWM WELDED WIRE MESH 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR EOL SP EQUALLY SPACED OC ON CENTER XFMR TRANSFORMER USE ON DRAWINGS AND TEXT", PUBLISHED BY THE EQUIP EQUIPMENT OD OUTSIDE DIAMETER YD YARD AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) EOUIV EQUIVALENT OF OUTSIDE FACE OR CONTACT THE ENGINEER. EW EACH WAY - OHP OVERHEAD POWER 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT E%C EXCAVATE OPNG OPENING ALL ABBREVIATIONS ARE USED ON THE PLANS. EXH EXHAUST P&ID PROCESS AND INSTRUMENTATION DIAGRAM 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS EXP EXPANSION PC POINT OF CURVE EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL (INSTRUMENTATION AND CONTROL. ELECTRICAL, ETC.) ARE SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. EXST EXISTING PE PLAIN END E%T EXTENSION. EXTERIOR PEN PENETRATION 1 F FLANGE PERP PERPENDICULAR FAE FABRICATE PH PIPE HANGER VERIFY SCALE! REVISIONS DRAWN BY: KDJ PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _-�b!v Al\Idlryrh VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW t� [\'1 Engineers B01 Technology 81vtl. CNK'D.BY: KDJ MEASURES ONE INCH ON �` � MORRISON Bozeman,MT 69718 KEVIN D. oc% APPR.BY: WING LAKE COMPLEX SHEET NUMBER ORIGINAL DRAWING. -!�( Surveyors. b ws KDJ BOZEMAN MT 3 _ 13897JACOB EN - INC. Scionlisls DATE: 01/10/08 . �'�- MAIERLE,INC Planners Phone:(406)587-0721 y//� 13887 PE 2= DRAWING NUMBER . Fax:(406)587-1176 r,/SS,//cENSEa��?- B O.A.REVIEW STANDARD ABBREVIATIONS AND NOTES MODIFY SCALE ACCORDINGLY! An Enrplaytt•-Owned Cunrpeny G-3 ONAL F N:\33841043\ACAD\SheetslGENERAL SHEETS.tlwO Plotted by kevin Jacobsen on JaN1112008 eoPWewHr oMORwsoN.MAIEIaE,INC..zam DATE: _ T � -SLi If e LOCAL N:1640.58 I ) r; E-1303.44 LOCAL E-3503.42 STATE PLN N:527044.62 BASELINE s :\ i Ia t r<' W _ r Nc526�8 q 7. STATE PLN E:1554899.34 t :�•:•� �.., 1.0' CONTOU ± ' - .\•1 EXISTI G 10' 1 l' I L 3 • E-890.4 4 H GENERAL GRADING NOTES: I I ATE E:155 .98 1. THE OVERALL GRADING PLAN ILLUSTRATES THE RELATIONSHIP BETWEEN THE EXISTING GRADE AND FUTURE GRADE FOR CLARITY, SHEETS C-2 THROUGH C-5 DO NOT SHOW THE EXISTING GRADE CONTOURS. ' .. 2. ROADS, TRAILS, SIDEWALKS AND PARK APPURTANCES ARE SHOWN FOR REFERENCE ONLY. THEY ARE NOT PART OF THE CONTRACT. - 3. CONSTRUCTION HAUL ROADS SHALL BE LOCATED WHERE FUTURE SUBDIVISION ROADS ARE ANTICIPATED, AS SHOWN ON THE PLANS I v .- UPON COMPLETION OF PROJECT, CONTRACTOR SHALL-SCARIFY ALL COMPACTED HAUL ROADS-TO A MINIMUM 1.0' DEPTH AND GRADE SMOOTH TO ALLOW NATIVE GRASS SPECIES TO TAKE ROOT. ' 4. GRADES WILL BE ESTABLISHED ON A GRID SYSTEM AS SHOWN WITH OFFSETS AND C/F'e TO FINISHED GRADE 5. ALL AREAS WHERE TOPSOIL WILL BE STRIPPED SHALL BE SPRAYED WITH GLYPHOSATE ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS TO ACHIEVE t00R KILL 3 TO 4 WEEKS PRIOR TO TOPSOIL STRIPPING. ' Fl E 6. SUITABLE TOPSOIL SHALL BE STRIPPED TO A MAXIMUM DEPTH OF 18 INCHES AND SALVAGED FROM ALL AREAS TO BE EXCAVATED OR FILLED GREATER THAN 1-FOOT. SUITABILITY OF TOPSOIL WILL BE DETERMINED IN THE FIELD BY THE PROJECT REVEGETATION SPECIALIST. .0' CO OURS /J THE LANDSCAPING CONTRACTOR WILL HAVE THE TOPSOIL ANALYZED TO DETERMINE FERTILIZER REQUIREMENTS. - (/ 7. AREAS GREATER THAN FOUR FEET BELOW THE DESIGN WATER SURFACE ELEVATION SHALL BE GRADED TO WITHIN 1-FOOT OF THE t r v l ELEVATIONS SHOWN ON THE DRAWINGS BASELINE S. GRAVEL MATERIALS EXCAVATED FROM THE PROJECT SITE SHALL BE USED IN AREAS TO BE FILLED TO ACHIEVE THE GRADES SHOWN ON THE DRAWINGS 9. SHAPING OF ALL AREAS HIGHER IN ELEVATION THAN THE 4-FOOT DEPTH CONTOUR OF EACH CONSTRUCTED LAKE AND WETLAND (INCLUDES THE SAFETY SHELF, EMERGENT WETLANDS, SATURATED WETLANDS, PARK, AND UPLAND AREAS ADJACENT TO THESE FEATURES) `• O WILL BE SUPERVISED BY THE PROJECT ENGINEER. THESE AREAS SHALL BE GRADED TO WITHIN 6-INCHES OF THE ELEVATIONS SHOWN ON THE DRAWINGS. 1 \ d I 10. SALVAGED TOPSOIL SHALL BE PLACED AS NEEDED TO ACHIEVE A MINIMUM TOPSOIL DEPTH OF 12 INCHES OVER ALL CONSTRUCTED 1 EMERGENT WETLANDS AND SATURATED WETLANDS, AS WELL AS THE SAFETY SHELF. SALVAGED TOPSOIL SHALL BE PLACED TO ACHIEVE A Q MINIMUM DEPTH OF 6 INCHES OVER ALL OTHER DISTURBED AREAS. D( 11. CONSTRUCTED EMERGENT AND SATURATED WETLANDS MAY NEED TO BE OVER-EXCAVATED TO ALLOW FOR PLACEMENT OF 12 INCHES OF URS TOPSOIL AND/OR TRANSPLANTED SOD. 6 12. STOCKPILES OF EXCAVATED TOPSOIL AND OVERBURDEN (SEPARATE STOCKPILES FOR TOPSOIL AND OVERBURDEN) WILL BE LOCATED NEAR CONSTRUCTION STE. AREAS ARE SHOWN ON PLANS AND ARE TO BE STAKED BY ENGINEER. 13. LIMITS OF DISTURBANCE ARE SHOWN ON PLAN SHEET C-9. sra 0 GRAPHIC SCALE 14. CROSS SECTIONS ARE SHOWN ON SHEETS C-10 TO C-20 AND ARE PERPENDICULAR AND CENTERED ON EACH BASE LINE OCAL N:302.6 150 q 50 ISO I& THE OWNER HAS CONTRACTED WITH VAUGHN ENVIRONMENTAL, CONFLUENCE CONSULTING, AND PEAKS TO PLAINS DESIGN ON VARIOUS PLN N:52 97 ( INFEET) ASPECTS OF THE OVERALL WETLAND COMPLEX PROJECT. REPRESENTATIVES OF THESE FIRMS MAY BE PRESENT ON-SITE TO PROMDE .01 I Inch- I6o N. OVERSIGHT/ASSISTANCE REGARDING ITEMS WITHIN THIS PLAN SETT. • REVISIONS � - VERIFYSCALEI . �Yili�d'1,,,, DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY - 9 VALLEY WEST SUBDIVISION 3384.043 REDUCED.OLINE NE 901� MORRISON Bozeman,TechnologyMTBlvd. *y CHK'D.BY: KDJ MEASURES ONE INCH ON Engineers Bozeman,M759718 � WING LAKE SHEET NUMBER ORIGINAL DRAWING. , Surveyors KEVIN D. w� APPR.BY: KDJ BOZEMAN MT 4 JACOBSEN h -�- ScienGs/s 13897 PE W� DRAWING NUMBER i �O DATE: 01110108 I 0 AIERLE INC. Planners Phone:(406)587-0721 11 MODIFY SCALE ACCORDINGLY! ) Fax:(406 587-1176 D.A.REVIEW An Gmploycc-Owned Cnmpvny ) ��sS��NA`°���' BY; OVERALL GRADING PLAN-INDEX SHEET r_7 N:%338410431ACAD1Shee1.s1CIVIL SHEETS.dwg Plotted by alex 1.edwards on JaCOI11120D8 CC 0 MOWaEDNa1GIERLE.INC..200! ' kuqu� DATE: 1. 1 EXISTING WELLS TO REMAIN IN-PLACE DURING CONSTRUCTIO�, 1 I I I I I I I I I I I I I I I I I I I I I I I NOTE FOR GRID CROSS SECTIONS SEE C-10 THROUGH C-14 . 4°�A A °'b - �b b d O I�b, . (o�A a I b� Ay, • b 6' ti b' q'- a y 1 p .G — —. �i._-- (�7--- Ci-- Si-- .(.�:_—_I_G� - --= Li--� —J--C>L_= L2=—� 1 CL _- 5z— I _.---�'c�L--• ® I I I I • -- . --+bhp�Ab_' __ A G__-:_- b^b0b' - I.E�'--7'=-.- I G--- II- b - II afS'-'L-0- PIPE =a--_ R_a--CE S SEE EET C-7 II o'q' -- II a1h-�Oa---_-.II_a y�n-_---- II yhp-q. -- II^y\p• -II�y_\O'._—._ II 0y_\.y- _ JII�°+y'Ld' II�y'S0'—.—._ II y'S0.__ __II_ o, j. v 1�0 paoi b b I I I I I I I I I I I I I I I I \ I I I I l IC AO I 1 I, I 17 I lya. Iq,a. I I h I p \ a p �' bo' q\q O \ 1 ,y\ 0 b0 O O O lLb,\Aq �d.�hA qr _ 9-I--�'' --- ES--- o I I A I b I o br I b I A I I A. I I q I 5 hb�Ab � �Aq ,dq�Aq da�yo ,�y h b. .o°� ^h' h q b A a P A A ---i -1 -- -- - - - -- � ---�-�- -{ --- - -1- ---j -- }-F�- }-�_-��-- PARK APPURTANCES, PARKING LOT, I I I II ! •I I I I I I I I I AND TRAILS ARE SHOWN I I I I I f I I I ONLY FOR REFERENCE yhlab0 _y�1Aq'l- ^dD` y^yo!L �ra�o:` ^yo A. o �^.`. a �^q. ^yy9- �c ,\h ^yy5 _ h\y hhhhy� ^yy°- yA�D (NOT PART OF CONTRACT) _- bt'--- {C2.--. AlsSr---- -4Ci_- I hg \ ) \y \y ryy a NA a a \ I 1p EXISTI OVERHEAD POWER LINES POLES TO REMAIN I I I � I 1 -I- -- - 4 55 IN-PLACED ING CONSTRUCTION b 53 b� �a ho Soho'-; - �b yo. �°yo. �� tib. >R }, hsq• ^h ^h' � b ohm ay I I I I I I q I I OUTLET PIPE dE APPURTANCES aa�y0�l•._, la`1y01 IAti\� la^h\~ la^g� lady� �Ia�Ag6 I_^db• I �O,Ly� ^�J� ��yy0 �^hyb SEE SHEET C-7 8 I I 1 I I I WI I NG LAKEIWEST I 1 ti \ l a b I b Ib ' I� o Ib h I ti I o I b A lb 1� o Ib o Iq o Ihh\ I SAFETY SHELF bhp ELINE ayoi Pba1\ _ y y\ b0' mob• '.'l,Vy \'S \,yb' \�rlGh• ,Iy \rly `L '1.y _ SEE GROS$ a� Fa1 hb� Fba1. SECTION SHEETS �-- -- �-- --- d�-� - q?730 OPEN WATER SURFACE q I'a o I h o co , _.�...�cc.,, '�-h ! I I I I I \\ "- _ _•--� I EMERGENT WETLAND ' Ld A\, I 1 I I SATURATED WETLAND a"o. I bdq. A aL° a- i 7A1• I b Ah I by. I b oPq;. a�. lotiyb. I yyb. b tib�y tib�y �baty :: 40�h tib �A� �A� a��J � a a roA� b°a� -EG--- -- --�`�'--- �- �-- �`�--- � b_-- --- - - _. - -- -- Ey---'�'cam-= . 475D I I I I I I 1 I I I I I I� J I I; `L10 'b,hC�.b Ip'^y7y 1,V 7\ ID7,�1 Ic'd'7 Ic`^yti a1\b lo`.1agq Vie, _ ... '`� '` tiy'1, y`O A .- '1. ..y...._ d^ybry I py� POSED P�TOURS_ _ - - ,^J(" -- FUTURE R.O.W AND ROADWAY h 1 A '1.� q. a. b _ y - 'L- y h' a '5 .P.'y,..b.. - b b - �'^-q .I 0; a I q �.I o p I 1 �,_' _..._ _ __. _ y'S' wUr•�y.. ... \-.y: b.y.._ y.y. a,y. y,L. b ry. 9•y.. 0.�- - q-T ___�b b' \\ -�b_A._ ._..\h�A \ h' \ay O \ h' h• '. b' •. 6' b 1' IMPROVEMENTS SHOWN FOR \Ip1G- - E"-- .i- -- a1 _ -.AAy-- (a� - b^�-- Any ---- b4U-- A^�-- b�yA--- '^C6 - A^y--- A'�'--C A^--- - --- aE4--- a�G--- REFERENCE ONLY NTRACi) 4-' -- -T NOT PART OF CO I I I I I I I I I I I I I_ 1= _ .L_ -- 1= - - •1 = '-= I -- -f- 1 _ I� - -__ bey -- I A^y I A^y Iqo lb I°ova 4* +�G 4755 GRAPHIC SCALE 50 Q 25 50 IN FEET) 1 Inch 50 IL CONTOUR INTERVAL — 1 — i t VERIFY SCALE! REVISIONS DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = `/ II VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW 901 TechnDlogyBlvtl. fib,' CHK'D.BY: KDJ WING LAKE MEASURES ONE INCHON MORRISON SI-eyers Bozeman,MT 59718 i� KEVIN D. rY% APPR.BY: MT SHEET NUMBER ORIGINAL DRAWING. yors KDJ BOZEMAN JACOBSEN Pla nlisls �p W� DATE: Ol/10/08 DRAWING NUMBER - 1 Planners Phone:(406)587-0721 13897 PE Z_ JJ MERLE,INC. Fax:(406)687-1176 ryS // fo 6- O.A.REVIEW WING LAKE WEST-GRADING PLAN c_2 MODIFY SCALE ACCORDINGLYI An/inlploy�•c-OII•ncd Cu,pvy / CENS QCE"s 1) BY: N:13384\0431ACAD1Sheels\CIVIL SHEETS.dwg Plotted by alex j.edwards on Jan/11/2008 cm,RwHr c uoawsoraLmElaE INc.,zoos DATE: m W m U Z o D z 'I 1 U w$ W Z w 3 .. .. F- r.s 75 z W S z t - VNI • N U Z O O N v c o Z 2 Q Z d O � \V' Ln Z V v \\\✓i 1 4'j55/ CO COyW Q cn tLLIoZ� to� a i W LU 0. v ? I I I � j � '. 1 sl•� , z' I'yI s� I I v r 1 �. 1 'Y•� a - S - tL J _ -�9,� f20!r Oy .�"='SCR ' _ v O <s m Y. y. !�•, � f,, I. !, " !. - Gy _a.r _ S. I 'p I m m m Q d /ps'' .' O°S�.y s 5..._�^ •9 `� - rS _ -S'.. d`S SS 3 p a o O m r a'r t I cb01 fTa cr✓p __ �n _ / - f fa sf fa _ S fd _eta �q x Q o x. S 1- IASLkp�A ^`4_�- oS �5 I 2rS I I I 1 ass 9SS I 2^- c ea 9fd ---s fa t S 3 !f Y• ,ftr� f f -- tt --f - 9 a�-- --'�`a _ G�ti n iJ I• I I r z i I I 1 � �_ r I s .1 '/.., _.�.• I b I ' I 1 {+. I i, p.. 1\,.�'r� a:. I�• a. I s. . I 9. h 9. 1 !. I � c,. I '",,{? P 0 E,-- --sfc`b-�- -2�`-rt----� --BrCs`� - -� " .e_----� a -` s� - a =�-�i-f---- c�• _ 9,ca _ f�{� n��s.. _ �•fa __�'ca _ `� o Et OS ! r �� i a• I f c $ I fb`�•. drfb fd b � \ 9, •'\�Sfi Sfn� �E o. I 9. I \ p. I I s. I I c• I 8. •s - �"s�, • �3+ as� as f o. f2 3� \ \,O/$I c'�". I os a pc�• !;, isa pas 1 ; Q ; Z B!b�• /fb � 6! (J.J c Q419 O OS l Cd�_ G`� i rid 9°fa'3• °!d -3 ` d�.. O s. ��I s. I z. I r o. I c�:.o. c: I I I z• '' I snRE 0 AV r• 9. 9. I s. �. o r• s.'' I 9. ° I sn � dsd II r br P. s" ° i i� I I I 90 h I i 1 r9 In i' de d9fdT - S f�42a`.d��� I I ,Ii ; I I I I 't�I�• I I (� 11 i o c. s. o. rb n tSCs ss,{d zs`,�I II I 'j `�� � I�. I i I• � b. �I 1I! t. \I \'• ���r l _ \ I I � �a. ••��III I e. cl,sib lspsf� '°fd`3' n`rfa �.__ '• 9fb 9 ' I 6`r�bJ' 9Sf°`y .s21 I ''p2 s I S ' I 3� o—i— !• I s• In S s2i I I 9. :r 1 's' ° o I I jI i I bs p.. sS`�d-•�r-- f'd- ---Stb --gn 9'�"---!�9f6`�' -dS�6 -I 13'd _yN.,-G S�b ZQ ofy Cd`2^Ty!a`�. .. .r�fd.._ .- S�" 9_9S Z f pO: _ a a \ c' I c• I o,- __.s..' .I_ —mod. — _ /. _ .l.._.I. z .. L. s c• .0. I' a._I i os 9.,-V�Hos s I &s esc°� sc�' ns<3 sc s s 3 s s s s •` -O'A" p m = VI � W 2 uO N LL ��pJ W ej � w > u,wao L 'm ' CL e� o 7 o s z CONSTACTION GRID - *RTH EAST FUTURE R.O.W AND ROADWAY tl / IMPROVEMENTS SHOWN FOR ' REFERENCE ONLY �a9!L °j• (NOT PART OF CONTRACT) J?f,—_—{� _ CONSTRUCTION GRID PROP WEST WING LAKE OUTLET STRUCTURE TO -- -- -_ - - -- atifO + A��.�•.. ' O. .F RE-HOW NCE DURSTON SORROW DITCH NOT P OF CO CT) - 19 U--;-/ -lll(-}-dES' WETLAND CO - ,. II / (PREVIOUSLY C MPLETED) I 1 I a I o -fF 1a O JJJppp �,7 _ _.I.•..,1 ,- �� � .17ti 00 ,h 07 .' I - o y�. i� / p1°' ol[d �p1G �e��- '?p1y - 1p1g __.�p1y ��1y :• .�, + p,\ p1 r � / _ — — t'-- E — __. � .-. _.. _ ., \ NOTE: FOR GRID CROSS SECTIONS SEE C-18 THROUGH C-19 alp lo,^d1`� IOOp'Sp S—�.ES'—— T FG CONSTRUCTION GRID - SOUTH EAST ' �� I •• \ 1 �47a5 C- .. �:�°%1�'`Y .-+j •i '.\�i.,:• � I'\`y'ti G -'6ry�yryh, IA `'/ I�cg'��'\6�E�.Y - }'^ab;'1. .,4�.1�h. 1�1'\ ��y`Oy - � j I . . � 'L��-' I^pO�, ^p0`. `� -_��� /�` .. • 1-" a'..,• _,,.-�� __ ,_,I•' - 1. f'.:. ,l , n { --OPEN WATER SURFACE. • , �_I I I ! PROPOSED CONTOURS . Oy 96. ry I I.yl 4c�Q6 ,1^�H 1 1y. 1h 1h '►.1.-:I 1 1y� 1h •p1 i a a FUTURE R.O.W AND ROADWAY . d1 S �FO IMPROVEMENTS SHOWN FOR k REFERENCE ONLY( EMERGENT WETLAND �I 8 I I - NOT PART OF CONTRACT) I y, I 1 1 11 i 9 1 a 1�1ya Oy. �oyA. �.yA, �ryya. I7yy. �Ayy. �yyy:x 6y �1ry \ 5� d1 I�aOa 5 y lba6 p'� p1 p1 r p p1 F 1 1 a1 '�p1 p Ib96 i�yb 19 i�h\ itiye b 60 0 O p S a 6 1p1y i 4�9 1y ryh h1h R OUTLET P h U AN!s SATURATED WETLAND a • _ '�y � y y � y a � �• � � I S S ETIc I � 1La6, 6• !'I 5 1 � IO6A ,, ,a1 iry6q 1,y,\o p ry y I CONTOURS 6OA Ly76O. py ♦ !° _'4Lby'\� lyh'V� y 60 yO .,1y`y1'7 1y`L y1'S 1 ya yao, I 1 �'-- 1. JJJI......O,,, pp1 FUTURE R.O.W AND ROADWAY IMPROVEMENTS SHOWN FOR_L •„ 1! I -I i I 755 - 1- REFERENCE ONLY I (/ TRAILS ARE SHOWN (NOT PART OF CONTRACT A 1 y 96 hbyA?. `T' 9� o A� o by9. \ ONLY FOR REFERENCE (NOT PART OF CONTRACT) 47 0 ..�-- �`- _ GRAPHIC SCALE 50 FEET) 1y �16_ .p 6 6 e TRAILS ARE SHOWN I inchh- So ILTa4V IA�V l a a -_ _ _ _-- _ --s +-4 _ _ ONLY FOR REFERENCE CONTOUR INTERVAL = 1' T--, ' (NOT PART OF CONTRACT) • NOTE: FOR GRID CROSS SECTIONS SEE C-16 THROUGH C-19 VERIFY SCALE! REVISIONS _ al�YAar1 DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ' o H r''r VALLEY WEST SUBDIVISION 33s4.o43 REDUCED.LINE BELOW J 901 Technology BIYd. - i,,' CHK'D.BY: KDJ MEASURES ONE INCH ON 1 Engineers . SHEET NUMBER ORIGINAL DRAWING. ORRISON Bozeman,MT 59718 'WING LAKE Serve s sb KEVIN D. (Y+, APPR.BY: KDJ BOZEMAN MT 7 SCicmisls ;A JACOBSEN w� Planners Phone:(406)887-0721 13897 PE Z= DATE: 01110/O8 DRAWING NUMBER MODIFY SCALE - MAIERLE,INC. pay.(g06)587-1176 rrr''f t/CENSf� V= O.A.REVIEW WING LAKE MISCELLANEOUS GRADING PLANS C-4 nn[n,pleyre-0--fCo,npej, hs7 F.?� BY: 1. NA33841043VCAD\Sheels\CIVIL SHEETS.dw Plotted 6 ales edwards on Jan/1 'Ir�NAI�,.��` DATE: 9 Y 1• GDPVR�GM pMDRRI50wMAlEPIE.INC..2lI0B • i i I I 0 I r' h b ) I b16y. \ y�^1yp1�. 61y. Cb TRAILS E SHOWN ' J �� ONLY FOR FERENCE .. O 1E•p \ A�. Oaba (NOT PART OF C�NTRACT) 0 ry h I 0 y -6 { •V @ ,�,'.,..• /•.,1. 10,\0 // +J• yG1Fr ` ql:.\0 A,(\' '1' \ .�'.\ �1' 010• q 01a //A f L� _ Kla / lp ,01`0 1 6 dy1�•'.��ya1�•- .: �- _ .�01 1h- L/"d- a1a: --� - oh. �� -101. �.y1.. d b''cc'' A b A .. \ //7 1 IOp1 �k•1: �•\ 1 i C_ �' 1 4Sz.-- • �/^� I I I\. \\ I I I \� / I I -- I" _ .-.I..`-..'. I - I ,' + + .. ► 1{� � I I ��i 1 y y. O. O y h q, '.1' pb'�j ♦a {h h• 0 c�. .y b, Ly. g �01h�" 1 6 0 16 6 16 1b 0 - 1�-- �6- 11 b A A b b a d - d _ d b A k A k k b a, p g / •. h I 11 ,. :9 6 •. •� -� +a b I� o I 1 I. ry I h i O I ,� I A I 1 , � EK 1 I 1 I y � I � .-. �6. � To• 60+ y9- �6 h10' ro'L O � rb1�• ��• 1y01v ph1•. O,y. a�.�. ,\.. 1p. I,h 6.- I�1 p1 1 d PX. 1 d1 0 1 1 -- -- �— — I -- I G--- I --- � -- �-- --- �'—ire-- -- �- I -- ,v0 'rty`L 6«"�• 10 O b'L. o -- '`�': Ig h ; -- 6h-.....-r 6h+..-. �,6 - oi66 z i fr6-t: +` 0' f O 0' 0' I a •` '�oi' oi' pp 1. Gi' �(f�1 1[ 1 I <L_.— _—�LI�—._— iT.-- -- /C--- -- ---`—C•,C,— i•Ci k --- Ci-- p -- — — dui— -- b _ — —.— ±,;f�_.— Qr*L-- r .C, — �' — �• a: rl PROPOSED CONTOURS SATURATED WETLAND NOTE: FOR GRID CROSS SECTIONS SEE C-10 THROUGH C-20 GRAPHIC SCALE50 D 25 5o ( IN FEET) I ihe" . 50 IL CONTOUR INTERVAL = 1' • VERIFY SCALEI REVISIONS TA�rJIIr DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION GATE BY VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW 901 TeChnology Blvd. ' CHK'D.BY: KDJ —�� MORRISON Bozeman,MT 59718 WING LAKE SHEET NUMBER MEASURES ONE INCH ON En9myws �� KE DO D. �' APPR.BY: KDJ BOZEMAN MT 8 ORIGINAL DRAWING � Surve Scientists JACOBSEN w� MAIERLE INC. Planner= Phone:(406)587-0721 15897 PE 2: DATE: 01/10/08 DRAWING NUMBER Q.A.REVIEW MODIFY SCALE ACCORDINGLY! An limp/uycc-OrPncd Cun many Fax:(406)587-1176 °r�ss��CEN SCO`ac) BY: SOUTHEAST WETLAND COMPLEX-GRADING PLAN /�_` N:\3384\043WCAD1SheelslCIVIL SHEETS.dwg Plotted by alex j.edwards on JaNtt/2008 COPYRIGHT O MORRISONMAIER.E,INC.,m II'HQNAI„� DATE: li J u DURSTON ROAD 7' ' (97 1 /) ` FINISHED ' GRADE. WETLAND SODS so+( AL AREA W2 �' O 0 RE.MEA W 0 ( I' 0 7 ) s (PR COMPLETED) t CE CONTOUR ' t ,i R i , I 1 _ ETLAN 0 3. RE AREA W3 I NOTES: 1. WETLAND SOD MAT REMOVAL. STOCKPILE AND PLACEMENT AREAS ARE SHOWN ON THE PLANS. 2. CONTRACTOR SHALL REMOVE SOD MAT TO A MINIMUM SOIL DEPTH OF 8 INCHES AND STOCKPILE IN AREAS DETERMINED BY CONTRACTOR BASED ON SOD PLACEMENT AREAS DESCRIBED BELOW. REMOVAL AREAS SHALL BE STAKED BY ENGINEER AS NECESSARY. i 3. WETLAND SOD FROM AREA WI AND W2 SHALL BE PLACED IN A STRIP THREE(3) FEET WIDE AROUND THE WATER SURFACE EDGE OF THE PROPOSED LAKE WITH ANY EXCESS BEING PLACED AS DIRECTED BY VAUGHN ENVIRONMENTAL OR CONFLUENCE CONSULTING PERSONNEL WETLAND SOD FROM WI SHALL BE REMOVED FROM AROUND THE EDGES 0 OF THE EXISTING OPEN WATER. I 4. WETLAND SOD FROM AREA W3 SHALL BE PLACED EVERYWHERE THAT WAS DISTURBED WITHIN THE SE WETLAND ' COMPLEX PORTION OF THE PROJECT AS DIRECTED BY VAUGHN ENVIRONMENTAL OR CONFLUENCE CONSULTING d ! I PERSONNEL ! b 6. THE OWNER HAS CONTRACTED WITH VAUGHN ENVIRONMENTAL, CONFLUENCE CONSULTING, AND PEAKS TO PLAINS so GRAPHIC SCALE so Q DESIGN ON VARIOUS ASPECTS OF THE OVERALL WETLAND COMPLEX PROJECT. REPRESENTATIVES OF THESE FIRMS ! MAY BE PRESENT ON—SITE TO PROVIDE OVERSIGHT/ASSISTANCE REGARDING ITEMS WITHIN THIS PLAN SET. Ii ( IN FEET) CONTOUR INTERVAL\= 1• 'Y. I 1 VERIFY SCALE! REVISIONS A DRAWN BY: AJ PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION GATE By - M VALLEY WEST SUBDIVISION 3384.043 MORRISON SO 1TechnMT BIW. _ y CHKD.BY: KDJ WING LAKE SHEET NUMBER REDUCED.LINE BELOW f� Engineers Bp=eman,MT 59718 KEVIN D. �% APPR.BY: MEASURES ONE INCH. $ut s �U WS KDJ BOZEMAN MT 9 ORIGINAL DRAWING. Wr ,A JACOBSEN _ Scientists 13897 PE w% DATE: 01/10108 DRAWING NUMBER AIERLE INC. Planners Phone:(406)587-0721 Fax:(406)587-1176 1, o V= O.A.REVIEW MODIFYSCALE ACCORDINGLYI � An/_n„/e � CENSE WETLAND SOD MAT REMOVAL AND PLACEMENT C_L n Ycc-ownrdCun,psny rr5�'S7 BY: Vv N:\3384\043V\CAD\Sheels\CIVIL SHEETS.dwg Plottedby alexi.edwards on Jan/11/2008 COpyn,GM pyep{pSpN.WiE,3E,ING,1(xIE 1'ONA��„ DATE: PIPE INVERT ELEV.=4740.5- 8 INSTALL 286 if OF 12' SDR-35 PVC O 0.35% SLOPE \9j4$ o 4745 GRAPHIC SCALE So Q 25 50 IN FEET) 1 illch 50 ft. / B ` WING LAKE WEST OUTLET STRUCTURE AND PIPING DETAIL SEE DETAILS h Q INSTALL 45- BEND 7/ ff STRUCTURINSTALL 26 LFcOF 12"SDR-35 PVC W DEPICTED ON D AIL OUTLET C OLCTURPIPE INV' .=4741SEE ETAIL f _ )n\ . U ) Ic -- - .. ING LAKE EAST ET CTURE PIPING GDETAIL E DETAIL Q O! `\ WEST OF50 N q'13� —a755 i 4>?,5 'OUTLET CONTRO J STRUCTURE PIPE INV'S.=47 j SEE DETAIL i I ! 4725 O° INSTALL 58 LF OF 1 473 a730 SDR-35 PVC.• FLA ' 4735 � 4j35 I I I I 1 � J -A i • VERIFY SCALEI REVISIONS b�Y�AaI)I, DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY VALLEY WEST SUBDIVISION 3384.043 REDUCED,LINE BELOW 901 Technology Blvd. CHK'O.BY: KDJ MEASURES ONE INCHON -� , WING LAKE SHEET NUMBER MORRISON Engineers Bozeman,MT 59718 ORIGINAL DRAWING. saneyom sb �% KDJ BOZEMAN MT 10 KEVIN D. APPR.BY: Scientists :� JACOBSEN w� `yp W- DATE: 0111 W DRAWING NUMBER MAIERLE INC. Planners Phone:(406)587-0721 ., 13897 PE 2, An EnI to T - O.A.REVIEW DRAWING MODIFY SCALE ACCORDINGLY! Fax:(406)i87-1176 'CENST- n ree•oWn�•acemnnny r'�Sj o '-- BY: PIPING PLAN N:\3 3 8 410 4 31ACAD1Shee1S1CIVIL SHEETS.dwg Plotted by alex j.edwards on JaN11/2008 COPYRIGHT[YORNSONMMERLe 2(Kb ':I,�NAI��.. DATE: VALLEY WENT SUBDIVISICW SILT FENCE TO To INSTALLED • ,! AS NECESSARY TO PREVENT SIGNIFICANT EROSION AND REDUf.F SEDIMENT LOADINGS (TYP.) ��1� WING LAKE COMPLEX - - SWPPP EXHIBIT a I POT T EROSION CONTROL PLAN MP° a_ PARS S7 ING XCE S BS L j I - BRONKEN PARK SOCCER FIELDS I r i -• I / E �,� '• �0 VE BUF BE MAINTAINE ONG 7 Ur Sl BAXTER K tJ o SILT FENCE TO —� PREVENT — \ Y fill TEOCKPI R LEGEND 1 LT TO BE IN AREA AS EC SARY TO PREVENT o j' SUBD 0 ijD UBS IL S IFIC EXCE W EDUC SEDIMENT LOADIN ( �..) EVIO;US EXISTING CONTOURS I " v A I E ER TO s; t BE MAI AWED '�� I --��� PROPOSED CONTOURS •-_ —_ _ — _— SILT FENCE AS NECESSARY LIMITS OF TEMP Y 7EM 0 r,. DISTURBANCE AREA FOR - EX OIL R ES5 SOIL I D SUBSOIL AN S BS -- _—_—, _ -- — --- HATCHED AREAS INDICATE - LIMITS OF DISTURBANCE PROPOSED WETLANDS ` \ i �I NOTES: 1. ROADS IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY AND ARE NOT PART OF CONTRACT. I 2. REFER TO MONTANA SEDIMENT & EROSION CONTROL MANUAL FOR ADDITIONAL ' INFORMATION ON INSTALLATION, MONITORING AND MAINTENANCE OF EROSION CONTROL FACILITIES. 3. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF CONSTRUCTION AREA WITHOUT PRIOR AUTHORIZATION. 4. SOD OR SEED SHALL BE PLACED ON ALL AREAS WITHIN AREA OF DISTURBANCE EXCEPT ROAD SURFACES. SEED MIX SHALL BE APPROVED BY THE ENGINEER AND/OR LANDSCAPE ARCHITECT. S. AREAS OF DISTURBANCE INCLUDE ALL AREAS WITHIN BOLD DISTURBANCE LINE EXCEPT b FOR AREA WITHIN DASHED LINES AS NOTED. ADDITIONAL AREAS OF DISTURBANCE ARE i I SHOWN AS STOCKPILE AREAS AND EQUIPMENT STAGING AREAS. sD GRAPHIC SCALE 50 6. PROVIDE SURFACE ROUGHENING ON ALL 4:1 OR STEEPER SLOPES UPON REACHING FINAL GRADE. ( IN FEET) I inch 150 IL VEGATATIVE BUFFER TO BE MAINTAINED 1 ALONG BOTH SIDES OFBAXTER CREEK SILT FENCE TO BE INSTALLED AS NECESSARY TO PREVENT SIGNIFICANT EROSION AND j • REDUCE SEDIMENT LOADINGS (TYP.) VERIFY SCALEI REVISIONS , 1'dY�d�1, ll/ DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _ VALLEY WEST SUBDIVISION 3384.043 MORRISON 901Technology Blvd. CHK'D.BY; KOJ _ Engineers 901 Technology 59718 WING LAKE SHEET NUMBER REDUCED.LINE BELOW - KEVIN D. {I/ APPR.BY: MEASURES ONE INCH. Se/YC 0 5 KDJ BOZEMAN MT 72 ORIGINAL DRAWING. t�s Scientists 113897JACO EN W5 P2 13697 PE \s DATE: 07/10108 DRAWING NUMBER MAIERLE INC.yO.A.REVIEW Planners Phone:(406 587-0721 == SWPPP MODIFY SCALE ACCORDINGLY! Fax:(406)687-1176 `/s r/CENSEO G= 9 nnE/nPmy�•�-on•n.:aa,N,Pany BY: EROSION CONTROL PLAN N:\3384\0431ACAD\Exhibits\SWPPP.dwg Plotted by alex j.edwards on Jan/11/2008 COPYflIGM cu0RW50t+uAlERlEIN4.1V0! ''��NAL��. DATE: 0 o o o 10 c. oo 2 C, o 0 8 'o 1 0 0 < u A I I i c, 3' o o 0 o 48 1 0 8 o _'0 0 0 0 0 i i G-K40 vwoi 0 09CII! i Ln Ln 8'6t Os + + + + Z\ 0 a J 0 0 '0 7 c, '0 _J, tv 0 02 c, of Z 0 LL 0 0 J. 0 t�1 10 .1 t�1 10 0 1 I 1 0 O� 0 1 1 1 1 GRAPHIC SCALE �O 25 So IN FEET inch 50 1L C� DRAWN BY: AJE PROJECT NUMBER "ERIFY SCALE! REVISION$ VALLEY WEST SUBDIVISION 3384.043 THESE PR NTS MY eE NO. DESCRIPTION DATE BY 901 Technology Blvd. CHK*D.BY: KDJ REDUCED,LINE BELOW D: Engin ers Bozeman,MT 59718 WING LAKE SHEET NUMBER MEASURES ONE INCHON MORRISON KEVI D APPR.BY: KDj BOZEMAN MT 13 JACOB EN ORIGINAL DRAWING. is DATE: 0112008 pinn.rs Phone:(406)587-0721 13897 PE WING LAKE-GRADING DRAWING NUMBER MAIERLE,INC. sdam Is O.A.REVIEW MODIFY SCALE ACCORDINELYI A.rmp1.y­O­­1 C-np—J, Fax:(406)587-1176 o BY: CROSS SECTIONS -3+50 C 10 N:133B41043XACADkSheetsV-SECTIONS.dwg Plolled by alex edwards on Jan/i 1/2008 DATE: STA. 1+00 5 ....... . i iI i• I I Il T . ..........._ ............... ........._.................................................................... _ . ......................._........I................................i .1 1I .... .............. J ...................... 4+oo I /755 ._......_.__._ ......._........._ _..___........_......_. ........ n 2 N n I I n I I mm � � z ifm I t ! IkNN oN 4750 i / I � ...............II ....... 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CHK'D.BY: KDJ VALLEY WEST SUBDIVISION 3394.043 REDUCED.LINE BELOW Engine— Bozeman.MT 59718 WING LAKE SHEET NUMBER MEASURES ONE INCH ON MORRISON K N D. APPR.BY: KDJ BOZEMAN MT 15 ORIGINAL DRAWING. i=77 JAC EISEN sU_y= ScionfivS 13897 PE DATE: 0112008 WING LAKE-GRADING DRAWING NUMBER iJll J111 MAIERLE,INC. Planners hone:(406)587-0721 P O.A.REVIEW MODIFY SCALE ACCORDINGLY! Fax:(406)587-1176 s- Y: CROSS SECTIONS An Cum p—y C s C-12 N:X33841043�ACADISheetsV-SECTIONS.dwg Plotted by alex I edWards on Jan/1 1/2008 co,—GHf cA-so—E.E. DATE:— STA.6+50—8+00 0 • • n e o o I Vl In ol I to NZ r X o 0 q i ,z IA A i m a a o o ...... oo 0 to Lr) 0 w c, _j_ a L. 6'01 Lt 17, DO • j w a w a a c, w it 1� Zi I C i w a i _ I i � o to it ............. c, o GRAPHIC SCALE �O 25 50 IN FEET • (I Inch 50 It- 1 6� io —KJ" I. — LiL VERIFY SCALE! REVISIONS DRAWN BY: AJE PROJECT NUMBER 3384.043 THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 90,Technology Blvd. CHKD.BY: KDJ VALLEY WEST SUBDIVISION REDUCED.LINE BELOW Ergi, MEASURES ONE INCH ON eem Bozernan.MT 59718 WING LAKE SHEET NUMBER ORIGNAU.DRAWING. MORRISON S_yrs K N D. APPR.BY: KDJ BOZEMAN MT 16 is :M JACOBSEN 13897 PE DATE: 01/2008 Planners Phone:(4015)587-0721 WING LAKE—GRADING DRAWING NUMBER MAIERLE,INC. sciarl Is Ix O.A.REVIEW An h pl.y--0,,­d C.,,,P..y (,c Y: """"NAI , I N:\3384\043XACAD%Shee[sV.SECTIONS.dwg Platted by alex edwards on Jan/1 1/2008 0-1E.E. ", "I,I'll - DATE: STA.8+50-10+00 MODIFY SCALE ACCORDINGLY! Fax:(406)587-1176 EN B CROSS SECTIONS 'Mc. C01—GHT. OMS INC. DA C-13 o I 1. oo 1. o I ! i �._... I I i I„ i ! j ! ' ! I I I I I � i I I ! I ! c, I lo. 8 Lu 75 z z I c, So 7 8 o o 0 N o o c, 18 o F 10 CD 0 1 0 I I U-) Lr) '904V :-,7 6'0 LV LT I'SCL 4 sLO 0 It C14 C'4 it 0 lil ; ,I , , , Ii \ ! ' , I III ii � I I i ! � I w c, 0 .0 0 7 0 10 0 10 0 0 7 I J Z .0 0 0 XI 0 0 ci 21 0 fir .0 0 L J_ __Jo . ............ 10 0 GRAPHIC SCALE 50 0 25 5 • ( IN FEET) I inch 50 It. VERIFY SCALE! REVISIONS DRAWN BY: AJE PROJECT NUMBER .043 DATE BY VALLEY WEST SUBDIVISION 3384 THESE PR NTS MY BE NO. DESCRIPTION 901 TechnologY Blvd. CHK*D.BY. KDJ REDUCED.LINE BELOW Engine— Bozeman,MIT 19718 WING LAKE SHEETNU NUMBER MEASURES ORIGINAL 0 S_y_ N D. APPR.BY: KDJ BOZEMAN ONE INCH ON MORRISON MT 17 M DRAWING. ';u 1=4 ciantists % SSEN DATE: 01/2008 DRAWING NUMBER Plan— Phone:(406)587-07121 FL WING LAKE-GRADING 6)587 176 6)1)i87_,176 89 CROSS SECTIONS MAIERLE)INC. O.A.REVIEW MODIFY SCALE ACCORDINGLY! F­:(406)587-1176 -N'.%3-384\043kACAD\Sheets�X-SECTIONS.dwg Plotted by alex echmards on Jan/1 112008 An C.,,,p.,,y co-..c, BY: -13+00 C-14 DATE: STA.10+50 �ERLEINC.. • Ao In " O ° <o o I I I J �i ;iII I i I 1 i I i ! 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DESCRIPTION DATE BY - VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW 901 Technology Blvd. CHWD.BY: KDJ MEASURES ONE INCH ON `. MORRISON Engineers Bozeman,MT 59718 f ,�'� WING LAKE SHEET NUMBER ORIGINAL DRAWING. setveyo: �� KEVIN 0. w� APPR.BY: KDJ BOZEMAN MT 18 I ,A JACOBSEN scientists W, Planners Phone:(406 587-0721 73897 PE DATE:REVIEW MDDIFYSCALEADDDRbINGLY+ AIERLE,INC. ( I I �� z, WING LAKE-GRADING DRAWING NUMBER Fax:406 587-1176 t o Ci= CA.REVIEW An/amrley���-o,Ytt��ticen, CENSE CROSS SECTIONS C-15 neny `tySy ��?_ BY: N:1338470431ACAD\SheelsV-SECTIONS.dwg Plotted by Alex J.edwafds an Jan/11/2008 COPYRIGHTOMOR1U50KUAlERLE.IND„1(108 '"ONAL�,. DATE: STA. 13+50-15+00 • 1 15+00 w 4760 0 w 4755 4755 w 8 4750 4750 0 47 45 .9 ----- -—i 4745 w tf 4740 4740 0 w cz: 4735 4735 0 4730 4730 a a 4 725 ----- -- --4729-24725--- 4725 1 -350 -300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 350 400 450 Sao 350 600 Ln ­F In 'LZLV 4765 5 0 4760 4755- 1755 5 470 --—--—- 4750 0 io IS z. 4745 4740 4710 4735 '0 4730 4725 -4729-_:4725----L­_ CRAPHIC-ST?ME -400 -350 -300 _250 -2D0 -150 100 -50 0 50 100 150 200 250 X�0 350 400 450 500 9600 25 50 • ( IN FEET 1 inch - 50 It- VERIFY SCALE! REVISIONS 9111,1, 7HESEPRIMSIVIAYBE NO. DESCRIPTION DATE BY A DRAWN BY: AJr PROJECT NUMBER VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW 901 Technology Blvd. CHK*D.BY: KDJ MEASURES ONE INCH ON Bozeman.M759718 WING LAKE SHEET NUMBER En ORIGINAL DRAWING, MORRISON K N D. APPR.BY: KDJ BOZEMAN MT 19 Scienlivs JACOBSE Surveyors Planner Phone:(406)587-072.1 13897 P DATE: 0112008 SCALE ACCORD] MAIERLE,INC. I WING LAKE-GRADING DRAWING NUMBER MODIFYNGLYI Fax:(406)587-1176 11 An 1_--,np1.y­O,v­d C.-p-y SIC CIA.REVIEW CROSS SECTIONS BY:- _N\7338;70431ACADISheets�X-SECTIONS.dwg Plotted by alex edWards on Jan/1 1/2008 DATE: -16+50 C-16 STA. 15+50 17 4765 EXISTING GROUND iI (typ. oil cross sections) 4760 4755 4755 4750 475. I I- 7`1 ---FINISHED-GRADE—- (typ. all cross sections) 4745 4745 4740 4740 4735 4735 4730 47311 50 1 Do 150 200 250 300 35G 400 450 500 550 600 4725: -.400 -350 -300 -250 -200 -150 -100 so 0 4765 '1 7 5)0 4760 47& 4750 4750 4745 4745 4741) 4740 4 473! 735 50 100 I50 200 250 300 350 400 450 500 550 600 4730 -400 -350 -300 -250 -200 -150 -100 -50 0 SO GRAPHIC SCALE 0 25 5 0 ( IN FEET I inch 50 11, VERIFY SCALE! REVISIONS DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY VALLEY WEST SUBDIVISION 3384.043 REDUCED.LINE BELOW 901 Technology Blvd. z CHK'D.BY: KDJ MEASURES ONE INCH ON Engi—n, BOZe.an.NIT 59718 WING LAKE SHEET NUMBER ORIGINAL DRAWING. MORRISON S.—Yor, -D KEVIN D. APPR.BY: KDJ BOZEMAN IVIT 20 JACOBSEN w" Planners 13897 PE DATE: 01/2008 ID, MAIERLE)INC. s-iarli�f� Phone:(406)587-0721 WING LAKE-GRADING DRAWING NUMBER O.A.REVIEW MODIFY SCALE ACCORDINGLY! Fax:(406)587-1176 11, 41C AN Enp1.)--0­,.d C.,,,p.,,y E. BY:— CROSS SECTIONS N:U3841043\.ACAD%SheetsV-SECTIONS.dwg Plotted by alex ed�rds on Jan/l 112008 .4,NA DATE: C-17 woramNrzoos STA. 17+00-17+50 4765 18+1.00 4760 4755 4755 EXISTIN G GRO UND 4750 4YP, s-se s­) 4 4745 745 ; ,­S-ED!GRADE (typ. oil Cross sections 4740 1 — 4740 50 100 ISO 200 250 300 350 400 450 Soo 550 SOO 4735 . ...... -400 -350 -300 -250 -200 -150 -100 -50 0 1 4765 18+!50 4760 4155 4755 4750 4745 4745 So 400 150 200 250 300 350 400 450 500 550 600 4765 4740 19 00 -700 -650 600 -100 -50 0 50 -500 -450 -400 -350 -300 -250 -200 -150 1 4760 4755 4755 _J - - - - - -7- 4750 4750 so 100 150 200 250 300 350 400 450 Soo 550 600 4745 -700 -650 -600 -550 -500 -450 -400 -350 -300 -250 -200 -150 -100 -50 0 GRAPHIC SCALE 50 0 25 5 0 IN FEET I inchh So fL VERIFY SCALEI REVISIONS DRAWN BY: AJE PROJECT NUMBER VALLEY WEST SUBDIVISION 3384.043 THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 90,Technology Blvd. Z CHKD.BY:_KDJ _E;_ r SHEET NUMBER REDUCED.LINE U­ Bozeman.MT Y59718 APPR.BY: KDJ BOZEMAN WING LAKE MEASURES ONE INCH ON ORIGINAL D�WING, MORRISON KEVIN D. MT 21 .3""'Y", JACOB E .Z.1sis FIN 1 1 8 DATE: 01/2008 DRAWING NUMBER pt -GP MAIERLE, INC. Planners Phone:(406)587-0721 11 97 E WING LAKE-GRADING MODIFY SCALE ACCORDINGLY! Fa,c:(406)587-1176 11", "CENS o D.A.REVIEW CROSS SECTIONS An C.,,,p.,,y By, C-18 ,,,,,,N , I ATE: N:133841043\ACAD\SheetsV-SECTIONS.dg Plotted by Box edwards an Jan/I 1/2008 .—so—E.E.INC.. D STA.18+00-19+00 4765 19+r '5o 4760 T_ EXISTIIJG GROUND 4755 `1 typ 11 Gros sections) 055 47 u 4750 200 2 0 300 350 400 450 500 550 600 F 50 100 150 FINISHED GRADE (typ. oil cross sections) � ! � I � i i__�___ � vie 4745 -700 -650 -600 -550 _SOo -450 -400 -350 -300 -250 -200 -150 -100 -50 0 4765 2 0 ��0_71_ -4 4760 4765 4755 4755 21*50 4760 4760 4750 4750 4750 4750 1 0 6 0 0 50 100 150 200 250 �6 350 400 450 500 550 475 4755 • 300 350 400 450 500 55U 600 4765 4745 4745 20+50 -550 -500 450 -400 -350 -300 4760 ..................... ... __4 4760 w 47551— 4755 4765 4750 4750 4750 4750 0 50 100 ISO 200 250 300 350 400 450 500 550 600 22400 4765 47601 0bu 4745 4741 V . I 21+00-550 -500 -450 -400 -350 :300 4760 4760 --1 475� 4755 300 350 400 450 Soo 550 600 4755 4755 475 4750 0 50 100 150 200 250 300 350 400 450 500 550 Soo GRAPHIC SCALE 50 25 50 IN FEET)• I inch 50 It. VERIFY SCALE! REVISIONS DRAWN BY: AJE PROJECT NUMBER 3384.043 THESE PRINTS MY BE NO. DESCRIPTION DATE BY 901 Technology Blvd. CHKI).BY, KDJ VALLEY WEST SUBDIVISION REDUCED.LINE BELOW Engir; Bozeman.MT 59718 WING LAKE SHEET NUMBER MEASURES ONE INCH ON MORRISON 11N D. W, APPR.BY: KDJ BOZEMAN MT 22 ORIGINAL DRAWING ME� 1� -A JACO SPN 3.517 E DATE: 0112008 DRAWING NUMBER Planners Phone:(406)587-0721 WING LAKE-GRADING L-JEJU MAIERLE,INC. Scientists An rmp1.y­0,,­d C.,,,p..y -1176 G.A.REVIEW MODIFY SCALE ACCORDINGLY!r Fax:(406)587 Cc s BY: CROSS SECTIONS C-19 1-W.37384\043kACAD%Sheets\X-SECTIONS.dwg_Plotted by alex edwards on Jan/l 1/2008 DATE:— I STA. 19+50-22+00 • EXISTING GROUND 3+50 13+50 (typ. oil cross sections) 1781) 4780 8+50 9+00 4765 4765 3+00 4780 4780 4'75 4770 4770 4770 4775 4770 J 4760 4760 -50 0 so -100 -50 0 so 100 150 T 4775. 4775 47113 4770 4770 8+00 4765 13+00 0 50 100 ISO 0 50 -too _50 -100 -50 a 100 -50 a so 100 150 .4+00 9+50 2+50 4770 4770 4773 4770 4765 4715 4775 4780 ma / 4775 47 -100 0 50 -100 -50 0 50 100 150 4765 7+50 4765 12+50 -100 -50 0 so 4775, 4775 4770 10+00 -100 -50 0 SO 100 070 4770�----- 4765 4765 4770 4770 4+50 -Ion -50 0 50 IOU ISO w 2+00 -100 0 50 j -100 -50 0 50 100 ISO 4775 4765 -—----4765 4775 7+00 _I'OO -50 0 so 12+00 4780 4775 4775 1 4770 -------- --------- 4770 0+50 wi a 4770 070 4770 r- ­-!'4770 477C,477!.,... 4765 4770 5+00 0 50 U w 4765 A;1i�J_. i ";:"i -,--_ - ILI a 4765 --J 4765 .......... .: ..iiio -50 0 50 100 .150 200 ­50 0 50 -100' -50 0 50 -100 -50 100 7.100 4775 4775 1+50 7 6+50 11+00 FINISHED GRADE 4775 4775 4770 4770 (typ. all cross sections) 4780 1— _.J 478u 4770 _­�i 4770 4770 1 4770 4765 4765 -100 -50 0 50 -100 -50 0 50 100 4711 5+50 -100 -50 0 so 4775 L­­ I -100 -50 0 50 100 ISO 200 1+00 6+00 11+50 4775 4770 4775 4775 r-- 4775 4770- izz 77 4780 -1 4780 GRAPHIC SCALE 4770 4770 4770 4765 --------- 4-1.5 so 4770 15 50 IN FEET 4775 4775 -100 -50 0 so 100 )so 200 -100 -50 0 50 -100 _;O 0 so -100 -50 0 50 100 1 inch 50 (L 0 0 VERIFY SCALE! REVISIONS DRAWN BY: AJE PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 3384.043 901 Technology Blvd. VALLEY WEST SUBDIVISION REDUCED. INESELOW CHK`D.BY: KDJ Erg— Bozeman,MT 59718 WING LAKE SHEET NUMBER MEASURES ONE INCH ON APPR.BY: KDJ BOZEMAN ORIGINAL DRAVVING. MORRISON S—yors KEV D. MT 23 JACOBSEN W, Plan— Phone:(406)587-0721 11RO7 Pr DATE: 01/2008 WETLAND COMPLEX-GRADING DRAWING NUMBER MAIERLE,INC. s6a"Ii�l� L Fax:(406)587-1176 D.A.REVIEW CROSS SECTIONS MODIFY SCALE ACCORDINGLY! An E-,np1.y­O,,,­d C.,,,p.,,y CE.S1, BY: C-20 ,-W.7338410431ACADXSheetsVX-SECTIONS.dwg Plotted by ale:j.edwards on Jan/1 1/2008 COPYRIGHT �NAL,,. DATE: STA.1+00-13+50 • 14 . _ ., a �_ � ..?. _ _ .+-r"n K. .c_4+ r+r r• rst" rt•=T=*'.^ r Y`_`p f'E'_S` y+_a+ rsrr- -y r`rr,♦,r .r:-r� r=`F r t• 'r� F 4...t=r..r s.�r-ter'. �• � f' :- � ����;`• - �p � ,r; ^C r. t+ � � �l' ■cr.r�.ra.rrr �C''iLd ��� vli;Crr_w�r4CYn triarravry �1 r ar Y 1C L• ��� r�r 1 r irk.; O� •i r r. A \, �I. 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