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Home My WebLink About638300221043322590) �0-153 AFROWL"EAF PARK& PEREf NIi l-PARK PUDP P:JDP _3$0 SACCO D 3 Ciristian Certer First Assembi;Steve Dymioke 5/5/2020 �,- J ., - J II I go r. in - z I M TO 0 B0Z E MAN Al Community Development DEVELOPMENT REVIEW APPLICATION PROJECT IMAGE t, � •�y� y 40 Nk At PROJECT INFORMATION _ VICINITY MAP Project name: Arrowleaf Park and Perennial Park in the Lowe's-Saccoccia PUD Project type(s): Planned Unit Development-Major Change Description: 232 unit residential development and Family Promise&Community Health ,Partners facilities within the existing Lowe's-Saccoccia PUD Street address: 1880 Sacco Drive(Lot 3A of Minor Sub 407A) , Zip code: 59718 Zoning: B-2 �. Gross lot area: 12.776 t Site Block frontage: Mixed Number of buildings: 12 Type and Number of dwellings: 232 apartments&multi-household dwellings Non-residential building size(s): 41,800 SF Non-residential building height(s): 2 stories ? } (in stories) Street fPdnI Arterial) 4 Number of parking spaces: 389(on and off-street) Affordable housing(Y/N): Y(Long-term affordable rentals) Iro Y 7.14 Cash in lieu of parkland(Y/N): It CITY USE ONLY Submittal date: Planner: Application file number: DRC required(Y/N): Revision Date: Development Review Application Al Page 1 of 3 Revision Date:5.16.18 REQUIRED FORMS: Varies by project type,PLS DEVELOPMENT REVIEW APPLICATION 1._PROPERTY OWNER Name: Christian Center First Assembly of God of Bozeman,Inc.(Signatory:Lance Steeves) Full address(with zip code): 921 West Mendenhall Street,Bozeman 59715 Phone: 406-587-9283 Email: administrator@summitchurchmt.com 2. APPLICANT - - Name: Steve Dymoke,GMD Development LLC FUII address(with zip code): 520 Pike Street,Seattle,WA 98101 Phone: o 206.745.6464 c 206.227.3536 Email: Steve@gmddevelopment.com 3. REPRESENTATIVE Name: Peter Andrews(Intrinsik Architecture) FUII address(with zip code): 111 N Tracy Avenue Bozeman,MT 59715 Phone: 406.59.2.8988 Email: pandrews@intdnsikarchitecture.com 4._SPE- OAL DISTRICTS Overlay District: ❑Neighborhood Conservation None Urban Renewal District: ❑Downtown ❑North 7th Avenue ❑ Northeast ❑North Park ❑X None [S. CERTIFICATIONS AND-SIGNATURES This application must be signed by both the applicant(s)and the property owner(s)(if different)for all application types before the submittal will be accepted.The only exception to this is an informal review application that may be signed by the applicant(s)only. As indicated by the signature(s)below,the applicant(s)and property owner(s)submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further, I agree to grant City personnel and other review agency representative's access to the subject site during the course of the review process(Section 38.34.050,BMC). I (We)hereby certify that the above information is true and correct to the best of my(our)knowledge. Certification of Completion and Compliance-I understand that conditions of approval may be applied to the application and that I will comply with any conditions of approval or make necessary corrections to the application materials in order to comply with municipal code provisions. Statement of Intent to Construct According to the Final Plan-I acknowledge that construction not in compliance with the approved final plan may result in delays of occupancy or costs to correct noncompliance. ........................................................................................................................................... continued on next page Development Review Application Al Page 2 of 3 Revision Date:5.16.18 REQUIRED FORMS: Varies by project type,PLS DEVELOPMENT REVIEW APPLICATION Steve D moke Dvt.*'-d by Ste- Drf`° Applicant Signature: Y Mr.X2o.asa1aze:az-07W Printed Name: Steve Dymoke Owner Signature: Printed Name: leaves Owner Signature: Printed Name: If signing as a corporation or LLC,please provide the title and position of the individual signing on behalf of the corporation/LLC. Attach separate sheets for additional owner signatures. 6. APPLICATION TYPES Check all that apply,use noted forms. FORM FORM ❑ 1. Pre-application Consultation None ❑ 17. Informal Review INF ❑ 2. Master Site Plan MSP 1118. Zoning Deviation/Departure None 9 3. Site Plan SP 1319. Zoning or Subdivision Variance Z/SVAR ❑ 4. Subdivision pre-application PA 1120. Conditional Use Permit CUP ❑ S. Subdivision preliminary plan PP ❑21. Special Temporary Use Permit STOP ❑ 6. Subdivision final plan FP 1122. Special Use Permit SUP 7. Subdivision exemption SE 023. Regulated Activities in Wetlands WR ❑ S. Condominium Review CR ❑ 24. Zone Map Amendment(non-Annexation) ZMA ❑ 9. PUD concept plan PUDC 1125. UDC Text Amendment ZTA 010. PUD preliminary plan PUDP ❑ 26. Growth Policy Amendment GPA ❑ 11. PUD final plan PUDFP ❑ 27. Modification/Plan Amendment MOD ❑ 12. Annexation and Initial Zoning ANNX 1128. Extension of Approved Plan EXT ❑ 13. Administrative Interpretation Appeal AIA 1129. Reasonable Accommodation RA ❑ 14. Administrative Project Decision Appeal APA 1130. Comprehensive Sign Plan CSP 1115. Commercial Non-residential COA CCOA ❑ 16. Historic Neighborhood NCOA 931. Other: N1 Conservation Overlay COA CONTACT US Alfred M.Stiff Professional Building phone 406.582.2260 20 East Olive Street 59715(FED EX and UPS Only) fax 406.582.2263 PO Box 1230 planning@bozeman.net Bozeman,MT 59771 www.bozeman.net Development Review Application Al Page 3 of 3 Revision Date:5.16.18 REQUIRED FORMS: Varies by project type,PLS BOZEMAN community Development NOTICE OF A PUBLIC HEARING FOR PRELIMINARY PLANNED UNIT DEVELOPMENT APPLICATION Project Name: Arrowleaf Park and Perennial Park Application:Preliminary PUD 20153 Summary: A Planned Unit Development(PUD)application to allow 232 homes in multiple buildings and two non-residential buildings totaling 41,800 sq.ft with relaxations to zoning regulations as described below and a request for concurrent construction.The site is at 1880 Sacco Drive and is zoned B-2(Community Business District).The following relaxations are requested with the PUD application: 1. 38.310.040.0 Authorized Uses-Eliminate need for Conditional Use Permit for ground floor residential 2. 38.320.050 Min.Floor to Ceiling Height-Reduce minimum floor to ceiling height for onsite residential buildings and a portion of the commercial buildings 3. 38.410.040.13 Block Length-Allow a block length of 600 feet to accommodate the Senior-Living facility. 4. 38.410.040.D&DA R.O.W.Width-7 foot public access easement with no setbacks 5. 38.510.030.J.1-2 Special Residential Block Frontage Standard-Specify Building Face measurement 6. 38.520.070 Service Areas-Relaxations for screening and covers of trash receptacles 7. 38.530.070.13 Blank Walls-Exempt certain wall areas from the Blank Wall provisions and propose a project specific definition for blank walls 8. Table 38.540.050-1 Parking Minimums-Reduce the required parking for 1-bedroom senior units from 1.5 to 1 required spaces;and for 3-bedroom units from 3 to 2 required spaces 9. 38.360.240.E.1 Rowhouse Yard Width-Less than 12 feet dimensions for specific rowhouse yards Parcel size: 12.776 acres Legal Description: Lot 3A of Minor Sub 407A,located in Section 1,Township Two South,Range Five East,P.M.M.,Gallatin County,Montana Noticing: Public Comment Newspaper Legal Ad Site Post Adjacent Owners Mailed Period 8/9/2020& 8/8/2020 8/7/2020 8/8/2020- 8/23/2020 8 25 2020 Advisory Raatd MeetingDate atefsl Boards: None Decision: Authority and Decision The City Commission public hearing and decision is scheduled for Tuesday,August 25, 2020 at 6:00 p.m. This application is evaluated against the Site Plan criteria of 38.230.100,Conditional Use Permit criteria of 38.230.110,and Preliminary PUD criteria of sections 38.430 of the municipal code and associated standards.Approval or conditional approval may be granted if the decision maker determines all criteria are met. The public hearing will EITHER be held in person in the City Commission Room,City Hall,121 N.Rouse Avenue Bozeman,MT,OR be held using WebEx,an online video conferencing system.If held electronically,the public may join the WebEx meeting or may stream the meeting through the City's website at https://www.bozeman.net/services/city-tv-and-streaming-audio.The agenda to be published for the meeting will specify which one of the two meeting methods will be used.The meeting agenda is published on the City's website at least 48 hours prior to the meeting.The agenda is available in the Meetings and Events portion of the City's website at https://www.bozeman.net/home.If needed, instructions for joining the WebEx meeting will be included on the published agenda for the City Commission meeting. 3 .. BOZEMANMT Community Development The public may comment in writing(see below)regarding compliance of this application with the required criteria.Oral comments may be provided at the public hearing. Comments through either method should identify the specific criteria of concern along with facts in support of the comment.Per 38.430 and 38.240.130,BMC,issues not raised during public comment period may not be raised on appeal.During the notice period the City will continue review for compliance with applicable regulations. The City invites the public to comment in writing and to attend the public hearings.Written comments may be directed to the City of Bozeman,Department of Community Development,ATTN:Chris Saunders, P.O.Box 1230,Bozeman,MT 59771-1230 or emailed to agenda@bozeman.net Summary data on this application are available at https://www.bozeman.net/government/planning/using-the-planning-map. Select'Project Documents'and navigate to application 20153.The full application may be reviewed in the City of Bozeman Department of Community Development,Alfred M.Stiff Professional Building,20 East Olive Street,582-2260: Please reference Arrowleaf Park and Perennial Park PUD application 20153 in any correspondence. See the following page for additional information. A � ' BOZ E MAC M. Community Development f O Z E A N MT Al Community Development DEVELOPMENT REVIEW APPLICATION PROJECT IMAGE e. i OKI C;' r4.1�i� I PROJECT INFORMATION _ - VICINITY MAP Project name: Anvwleaf Park and Perennial Park in the Low*V Saccoccia PUD Project type(s): Piarmed unit Development•Major Charge Description: 232 unit residential development and Family Promise 8 Community Heab Partners facilities within fhe existing Lowe'sSaccoccta PUD Streataddress: -- 1680 Sacco Drive(Lot 3A of Mirror Sub 407A) ir � Zip code:69718 5-2 Zoning:, ( � Gross lot area: 12.776 Block frontage: Mixed_ Number of buildings:12 T e and Number of dwellin 232 apartments d multMrs aehold dwellings yP gs Non-residential building size(s):41,8005P Non residential building height(s):2et0"G4 On stories) 389(on and oft-street)Number of parking spaces:. Y(Lang-tenn affordable rentals) Affordable housing(Y/N):._._.._, ----- a ' Cash in lieu of parkland(Y/N): Y --- rrtF' CITY USE ONLY Submittal date Plannei: Appliation file number:.___ DRCmqutred(Y/Nj.....__. _ Revision Date—._. Development ReviewApplicationAl Page 1 of 3 Revision Date:5.16.18 REQUIRED FORMS: Varies by project type,PLS NOTICE OF PUBLIC COMMENT FOR A AND PLANNED UNIT DEVELOPMENT The City of Bozeman Department of Community Development received a Preliminary Planned Unit Development (PUD) application for the Arrowleaf Park and Perennial Park project requesting permission for the development of a residential neighborhood that consists of 232 residential living units and two non-residential buildings totaling 41,800 sq. ft. in area, parking areas, common open space areas, and rights-of-ways in the B-2 zoning district. The application amends the Lowe's and Saccoccia PUDs to remove required open spaces and replace performance standards met by open space and instead provide affordable housing for a period greater than 20 years. Relaxations are requested with the PUD application. Summary List of Relaxations Code Section 1. 38.310.040.0 Authorized Uses - Eliminate need for Conditional Use Permit for ground floor residential 2. 38.320.050 Min. Floor to Ceiling Height -Reduce minimum floor to ceiling height for onsite residential buildings and a portion of the commercial buildings 3. 38.410.040.13 Block Length- Allow a block length of 600 feet to accommodate the Senior-Living facility. 4. 38.410.040.D &D.1 R.O.W. Width- 7 foot public access easement with no setbacks 5. 38.510.030.J.1-2 Special Residential Block Frontage Standard - Specify Building Face measurement 6. 38.520.070 Service Areas -Relaxations for screening and covers of trash receptacles 7. 38.530.070.B Blank Walls - Exempt certain wall areas from the Blank Wall provisions and propose a project specific definition for blank walls 8. Table 38.540.050-1 Parking Minimums - Reduce the required parking for 1-bedroom senior units from 1.5 to 1 required spaces; and for 3-bedroom units from 3 to 2 required spaces 9. 38.360.240.E.I Rowhouse Yard Width- Less than 12 feet dimensions for specific rowhouse yards The subject property is on 12.776 acres located at 1880 Sacco Drive and legally described as Lot 3A of Minor Sub 407A,located in Section 1,Township Two South,Range Five East,P.M.M., Gallatin County, Montana. The purpose of the public hearing is to consider Preliminary PUD Application 20153 pursuant to Chapter 38 - Unified Development Code (UDC) of the Bozeman Municipal Code (BMC). The City Commission will conduct a public hearing on the Preliminary PUD on Tuesday, August 25, 2020 at 6:00 p.m. The meeting will EITHER be held in person in the City Commission Room, City Hall, 121 N. Rouse Avenue Bozeman, MT, OR be held using WebEx, an online video conferencing system. If held electronically, the public may join the WebEx meeting or may stream the meeting through the City's website at https://www.bozeman.net/services/city-tv-and-streaming-audio.The agenda to be published for the meeting will specify which one of the two meeting methods will be used. The meeting agenda is published on the City's website at least 48 hours prior to the meeting. The agenda is available in the Meetings and Events portion of the City's website at https://www.bozeman.net/home. If needed, instructions for joining the WebEx meeting will be included on the published agenda for the City Commission meeting. The public may comment in writing (see below) regarding compliance of this application with the required criteria. Oral comments may be provided at the public hearing. Comments through either method should identify the specific criteria of concern along with facts in support of the comment. Per 38.430 and 38.240.130, BMC, issues not raised during public comment period may not be raised on appeal. During the notice period the City will continue review for compliance with applicable regulations. The City invites the public to comment in writing and to attend the public hearings. Written comments may be directed to the City of Bozeman, Department of Community Development,ATTN: Chris Saunders, P.O. Box 1230, Bozeman, MT 59771-1230 or emailed to agenda@bozeman.net. Summary data on this application are available at https://www.bozeman.net/government/planning/using-the-planning-map. Select`Project Documents' and navigate to application 20153.The full application may be reviewed in the City of Bozeman Department of Community Development,Alfred M. Stiff Professional Building, 20 East Olive Street, 582-2260. Please reference Arrowleaf Park and Perennial Park PUD application 20153 in any correspondence. For those who require accommodations for disabilities, please contact the City of Bozeman ADA Coordinator, 582-2306 (voice), 582-2301 (TDD). SUBMITTED WEDNESDAY 8/05/2020 FOR SUNDAYS, 08/09/2020 and 08/23/2020, LEGAL AD PUBLICATIONS. PLEASE PRINT BOLD WHERE INDICATED. PLEASE SEND AFFIDAVIT TO BOZEMAN DEPARTMENT OF COMMUNITY DEVELOPMENT. From: Chris Saunders To: "Ryan Krueger":Peter Andrews Subject: 20153 Arrowleaf PUD Date: Wednesday,August 26,2020 2:48:59 PM Peter and Ryan, As you are aware, the City Commission approved the Arrowleaf Park and Perennial Park preliminary PUD last evening on a vote of 5-0.The action was subject to the conditions of approval and code requirements outlined in the staff report.The formal findings of fact will be on the September 15, 2020 City Commission meeting consent agenda.There are no City Commission meeting prior to the 15th. When the document has been signed I will provide you a copy. As you are aware, before any building permit may be issued or site work begin the final PUD must be approved. As we discussed earlier, please submit a single final PUD package rather than having individual pieces trickle in.The final PUD follows the standard submittal process so reach out to the Planning Techs a couple of days before you are ready to upload so they can get the folder set up for you. I will be out of the office from the 29th of August to the morning of the 8th of September. Chris Saunders, AICP I Community Development Manager City of Bozeman 20 East Olive St. I P.O. Box 1230 1 Bozeman, MT 59771 P:406.582.2260 E: csaunders(dbozeman.net I W: www.bozeman.net The update to the Bozeman Community Plan is underway. Help shape the future at www.bozeman.net/communityplan. BOZEMANMT Parks & Recreation MEMORANDUM Ywrwa--wti-www .w- wiw-.wwr-w-ww.www-rrw�mwwwwww wrrrrwrwrrwwrwwrrwwrr... ............ wswww-rw-r. TO: MITCH OVERTON, DIRECTOR FROM: ADDI JADIN, PARKS PLANNING AND DEVELOPMENT MANAGER RE: 20153 ARROWLEAF AND PERENNIAL PARK PRELIMINARY PLANNED UNIT DEVELOPMENT DATE: October 19,2020 Pursuant to section 38.420.030.A, BMC, the review authority may determine whether the park dedication must be a land dedication, cash donation in-lieu of land dedication or a combination of both. For the purposes of this section construction of park improvements above the minimum improvements required by ordinance may be allowed as a method of cash donation.All proposed dedication of land and cash-in-lieu must meet standards of 38.420., BMC. Pro ect: Project Name: ARROWLEAF AND PERENNIAL PARK Type: PRELIMINARY PLANNED UNIT DEVELOPMENT PUDP File Number: 20153 Project Address: 1880 Sacco Drive Lot 3A of Minor Sub 407A Zoning Classification: B-2 Description: 232-unit residential development and Family Promise&Community Health Partners facilities within the existing Lowe's-Saccoccia PUD Calculations WITH DENSITY CAP t Parcel size(Net) 7.21 acres Units 232 Density 32.18 unitslacre With Density Cap Yes: 12 DU per acre x 7.21 acres= Parkland owed for 86.52 units.; . LAND AREA OR EQUIVALENT 86.52 units x 0.03 acres/unit= 2.6 acres(113,256 sf) CILP REQUIRED Value per sglft City established value at final plat or '$1.60 final site plan approval City approved cost appraisal NA CILP 113,256 x 1.60 psf=$181,209.60 181,209.60 -IMPROVEMENTS PROPOSED Trail improvements $48,532.00 CP.0, Box 1230 Bozeman. MT 59771-1230 Tnn AOA cuo 7Qn1 TUC AAr)rT I I%/ARI C 01 Arc BOZEMANMT Parks & Recreation CILP Payment Due $132.677.60 Review Criteria The Bozeman City Commission delegated authority to the Parks and Recreation Director the authority to evaluate requests for authorization of accepting cash-in-lieu and improvements-in-lieu of parkland dedication through Resolution 4614. Further, Resolution #4784 establishes criteria for evaluation of requests for use of cash-in-lieu and improvements-in-lieu of parkland dedication pursuant to section 38.420.030. This delegation includes approval of acceptance of improvements-in-lieu as a subset of cash-in-lieu. Additional guidance is given in Resolution 4784, subsection 3, which may preclude acceptance of cash/improvements-in-lieu even if other criteria are favorable. Findings The application was reviewed by the Recreation and Parks Advisory Board at their meeting on July 9, 2020. Based on the following items, the parkland proposal including cash- and improvements-in-lieu of parkland was recommended for approval to the Commission with a vote of 7:1. FINDINGS, CHECK ALL THAT-APPLY , ❑ The City's preference for acquisition of real property for parks. ❑ The desirability and suitability of land within or proposed by the developer for parks and playground based on size, topography,shape,water supply, location or other circumstance. ® Proximity of the development to existing parks and recreation facilities. Type,function of and facilities including within nearby park(s)(i.e. pocket parks,special use park, neighborhood park,community park,etc.). The level of service(as defined in the adopted city-wide park master plan)provided by nearby parks(s). ® Correspondence with the City's adopted city-wide park master plan. 1 ® Whether the proposal provides an opportunity for partnerships,or whether grant funds are currently available. Whether the developer or future property owners are required to particulate in the costs of maintenance of nearby park or recreational facilities. ❑ Long term availability of city funds for maintenance of the proposed facilities. ® The expressed preference of the developer. WHEN CASH-IN-LIEU WILL ALWAYS BE ACCCEPTED 415 North Bozeman Avenue • 0 Box 1230 Tnn nn! SCn 1) 2ni TWC AAOCT I MART C DI Art: MT p f� BOZEM '"q N Parks & Recreation ❑ Development is located within the B-3 zoning district ❑ Section 38.420.020.A requires payment of cash-in-lieu. FACTORS FOR CONSIDERAION OF IMPROVEMENTS-IN-LIEU ❑ are consistent with the master plan for the park where the improvements are proposed, ® Are included in the city's most recently adopted city-wide park master plan,or ❑ Are included on the capital improvement program for the Parks and Recreation Department. Must be consistent with the city's approved specifications for park equipment and improvement. THE REQUEST DOES NOT MEET THE STANDARDS FOR CASH-IN-LIEU OF PARKLAND DEDICATION. DIRE OR SIGNATURE Mit ell J.Overton,MS,CPR , Director,Parks&Recreation �COtV 'IONS OF 11PPR IIAL' W_... 1 Ram f cash-in-lieu of parkland must be provided prior to final PUD approval and TImprovements in Lieu shall require an Improvements Agreement 2 Any revisions to the parkland proposal deemed significant by Parks or Planning Division staff must be reviewed by the Recreation and Parks Advisory Board prior to final PUD approval. 3 For Staff and Applicant to review the impact of the trail on wetlands and provide a report to the Commission. CODE CORRECTIONS 1 Section 38.420.030.D.Where a cash donation has been accepted in-lieu of land dedication, the amount of cash donation must be stated on the final plat or plan as appropriate.The current preliminary proposal is considered an estimate because CILP appraisal values may change prior to final plan approval. Please correct rounding error in the application calculations to show a total requirement of 2.60 acres and equivalent dollar value estimate of $181,209.60. Include Improvements in Lieu to be included as a deduction from CILP. 415 North Bozeman Avenue . .: :ozemon. Tnn Ani. coo Boni TUC AAf1CT I I\/AQI C DI Arc 8OZ8MAN MT , Parks & Recreation 2 Per definition of a lot in 38.700.100,parcels under the same ownership will be treated as one parcel. The trail must extend through the property to the north. Please adjust the IILP accordingly and ensure that 25-foot-wide public easement is provided the entire length prior to Final PUD submittal. 3 . 38.420.110.C."related facilities"includes trailhead signage at each end of the trail and ADA curb ramps and crosswalks striping at the intersection with Tschache Lane. Please discuss proper location and specs with Engineering and show these corrections with Final PUD submittal. :! ' _ 4 38.420.110.F. Pathway easements are required 25-feet in width extending between Tschache and Baxter Lane with Final PUD submittal. ADVISORY COMMENTS t Appendix B.S. Does not include all parks within'/2-mile of the property. • 0 Box 1230 Bozemon, • 1 Tnn AA4 CAI �)Ai TUC AAf1CT I I\/AQI C 01 Ar"C 043893 1 1 October 20, 2020 City of Bozeman Planning Division 132,677.30 One hundred thirty two thousand six hundred seventy seven dollars and 30/100 GMD Development l PLEASE DETACH BEFORE DEPOSITING 1 / CITY OF BOZEMAN CUSTOMER RECEIPT Oper;. PROFCASH Type, CD Drawer; 1 rDate;, 10/27/20 01 Receipt. no; 57607 Year, Number Amount 2020 153 PZ PLANNING & ZONING �ARROWLEAF PUDP CILPARK $13?677.60 Tender detail i CAADRECT DEPOS 43893' $132677CSH ,30 Total tendered 1320.60 Total payment 1132677.60 Trans date; 10/27/20 Time; 13:37:05 THANK YOU! i y CITY OF BOZEMAN $ CUSTOMER RECEIPT Oper: PROFCASH Type: CD Drawer: 1 'Date:, 10/27/20 01 Receipt no: 57607 Year- Number Amount 2020 ` 153 PZ PLANNING & ZONING $132677,60 ARROWLEAF PUDP CILPARK Tender detail - DO DA DIRECT DEPOS 43893 $132677.30CASH 0 Total tendered 132671 60 Total payment 1132677.60 Trans date: 10/27/20 Time; 13:37:05 THANK YOU! • 043893 October 20,2020 City of Bozeman Planning Division 132.677.30 One hundred thirty two thousand six hundred seventy seven dollars and 30/100} GMD Development PLEASE DETACH BEFORE DEPOSITING Project Number(N#-NNft) ZU j Final Approved Plan Set(llxl7) Original Docs(from Planner) Approval Letter or Staff Report Al-Development Review Application Notice-.Newspaper or Posted(if applicable) i f I i i I I j DRAWING INDEX L' ARROWLEAF PARK & PERENNIAL 'PARK PUD ARCHITECTURE N REVISION Nl SHEET NO. SHEET TITLE DATE g • ~ 'SPD00, 917E PLAN COVER SHE •.................... .:.:-.:::••--• ........ •..ET 10IISR0}Q - SP001 - ••��-••'•SIYEvfclNliGa BLOCI(fROFlYAGE PLAN�••'•'•��••�d6/1120 m SITE PLAN - SACCO DRIVE & TSCHACHE LANE SP002 SITE PLAN Oan42O .,FINAL A f SPP7 07 )COMMO34 SITE EBUILDING-FIRST FLOOR PLAN N SP102 COMM.BUILDING-ROOF PLAN OSn 120 yt Bozeman,Montana 59715 SP103 COMM.BUILDING-EXTERIOR ELEVATIONS O5nlr20 U. - SP701 COMM.BUILDING-EXTERIOR ELEVATIONS OSn 120 REVIEWED &APPROVED. SP105 72 UNIT FLOOR PLAN 05M 120 ice-, �Y ��V-�.• SPIGS 12 UN SECONO FLOOR PLAN 05/1120 m Owner Group GMD Development LLC Civil Engineer TD&H Engineering a� ^�� SPI07 72UNIT-THIRD FLOOR PLAN OSMIMO U.M. A98•IOtO 2NEBAMCOCK I)� OF �� E-`W •-.E no PI,WA 96to1 B°A...BABCO K �r,• ■r■�y� SP10B 12 UNIT-ROOF PLAN O5N 120 N PIS(I04)74 19 (40e)ae-0f77 _ - SP109 72UNIT-EXTERIORELEVATIONS OSn 120 SP170 /2 UNIT-EXTERIOR ELEVATIONS OSn 120 tp SP171 24 UNIT-FIRST FLOOR PLAN 05M 120 Y r SPt 12 21 UNIT-SECOND FLOOR PLAN OSM 120 Architect Intrinsik Architecture,INC. SP113 21 UNIT-THIRDFLOORPLAN 05n 120 0. III WrN Tr. A,.t.G. Landscape Architect Design.5 '�` •4 SP11d 24 UNIT-ROOF PLAN 05M 12o • BO74 MoM. 0715 37 Ent hl n Str4.L SML.10 k•-' ' PIA(404)642MD6 B.i.m.n,W.D716 y , U) IRECTORI ~ SP775 24 UNIT-EXTERIOR ELEVATIONS 05n 12o PR(4a)W7Y71 BPI is 24 UNIF-EXTERIOR ELEVATIONS OSn 120 n SPI23 SENIOR BUILDING-BUILDING PLANS OSn 120 h SP721 SENIOR BUILDING-OVERALL EXT.ELEV. 05N720 �. SP1125 SENIORSUILDING-EXT.ELEVATIONS-AREA'N Sn 120 _ BPI SENIOR BUILDING-EM.ELEVAHONS-AREA'B' OSM 720 C OCTOBER 15, 2020 ' ISSUED FOR: FINAL P.U.D. SITE PLAN ( SPI28 SENIORSUILDING-EXT.ELEVATIONS,AREA'C' DSn 120 SP12B SENIOR BUILDING:EXT.ELEVATIONS,AREA'D' Dam 720 'liJ = Co SPI29 FAMILY PROMISE CENTER-LEVEL ONE 05M 120 a: m `C SP730 FAMILY PROMISE CENTER-LEVEL TWO 05A 120 c SP131 FAMILY PROMISE CENTER-ROOF PLAN 05/1120 01 SP732 FAMILY PROMISE CENTER-ELEVATONS 05n 120 E< N BPI 33 FAMILY PROMISE CENTER-ELEVATIONS �OSn 120 V c mO Bpi 38 COMM.HEALTH PART.-FIRST FLOOR OSn 120 -BARTER LANE_ SITE 3 BUILDING DATA BPI 37 COMM HEALTH PART.-SECOND FLOOR OSn 120 W 0 • _ Bpi 38 COMM.HEALTH PART.-ROOF PLAN MM 20 • • • T • �� IEGAL DESCRIPTION PARXNO SP139 COMM.HEALTH PART.-EXT.ELEVATIONS OSn 120 \ LOTUOFTHE MTgF 6AC000LTA MINOR SUBDIVISION o7A LOCATED N THE MV M SP110 COMM.HEALTH PART.-EJCT.ELEVATIONS OSn 120 c H LU r .--•--.�-.�. _ SECTION/.T2S.RSE,P.MP.M.M.DALLANTN COMM RESREMLLL(1�3WN1.145 UNITS X 1.5-217 ••-••-- _ _ RESGQlRALrSEDROOM)-0L*ET&X2.W = O O AREA COVER P4DEAarrY RESOEHRAL(34MOROOM)•47U14TSX3.120 CIVIL Z p L.OTAREA•(I)PARCELS-SSLSD6F(12775ACRES) COMMERCIAL(OFFICE)-Z014SPX(I PER ISO SFl-e U U COMMERCIAL(MEDIC&CFFXQ-24(4 PER FIE DEMl6TNHYSKWI) REVISION C TOTAL BUIONO(S)FOOTP1WT-111.193SF(19.96%OF PARCEL) •D1I PER FTE EMPLOYEES)•57 D- i teal TSCHACHE WIE V COMMERCIAL(MAY CARE)-1e(1 PER FIE EMPLOYEES)t 6(1 PER 15 SHEET NO. SHEET TITLE DATE ta3TSCHAOIELAME rQ rERCE14T LOT COVERAGE 5235%(MO MNOMUM RE01NtEMENn CHLORDO.24 Q _ Jim T3CNACLE LATE j I ale TSCNAC1E lANE TOTAL.537 t F TOTAL BULONO AlEA.275 e935F COL O TITLE SHEET 0911 120 COMMERCIALAREA-35,Sx49F TOTAL PROVOED: CO.1 NOTES,LEGEND&ABBREVIATIONS 05M 120 tat TSCKAO LANE I ta3 TSCHACHE LANE RESDE nALAREA 240,371SF ROAH0u5E GARAGE-IS C1.0 EXISTING CONDITIONS DATA OSn 720 SURFACE PARKING LOT.35x fg�AOy Rae TSO111CIE lAHE ` 1a/T5C1UC1E LAKE FLOOR AREARATIO ffAJL)•8:1(49%OF PARCEL) ADGIGEIITON-STREET PAOCNO.21 C7.1 TOPOGRAPHIC SURVEY OS/17TOTAL 20 14a TSCXAaELN1E -•�,- -`Mq taw-TSauCNE LANE TorA PMKNO L CRCUATCN AREA-13/,ge OF p41M aF PARCEy �P - � C2.0 EROSION CONTROL 6 TAILS MANAGEMENT PLAN 0!01 r" tDf TSCNAaE LAZE _ `- -,ta7 TSC11ACNE LAKE TOTAL IAGDSCAfED AAEA•285.0158F(n.e2%CPP C21 EROSION CONTROL DETAILS O8AM20 ARCED C3.0 OVERALL SITE PLAN OBIOU20 1T TSCNACNE LANE TOTAL DWELLING LINT •(MONE,MDa THREE BEDROOM LINTS COMNERWL-a REOUREDPAR PGSTALLSX.10-e C3.1 SITE PLAN-NORTH 09n 420 tNeTSCHACIIE LAME TDTA1.53 C3.3 SITE PLAN.SOUTH 09n 420 RSsoeNT DENSITY-rM UNTS 1127M ACRES)1&15LMS PER ACRE TWAL WE PARKING PROVIDED, C4.0 OVERALL GRADING PLAN Ga*420 LOVYK 5 2',r �, •` tw TSCHACHE LANE VL PRNATE OPEN SPACE G.1 GRADING PLAN-NORTH 08D420 TOIAL6E4 G wI.ROVADUSGW v::�.: I �@. COMMERcuL.3e ht" C4.2 GRADING PLAIN-SOIfTIi 0&0420 ` tat TSCIUCHE LAME 145(1)EDMOM LIMITS,100 ABOV U•S R T,• 06O . tOTAL•15e U.3 STORM DRAINAGE PLAN B PROFILE 09n420 TM 8 D)BEDROOM RON HOUSES.10%OF OOTPRNT-ZM SO FT. PARNUAD EOUVALEMr C4.4 STORM DRAINAGE PLAN B PROFILE 09A 420 N. R _ 1 TmA-Ie.IVMFT. D•DU/ C4.5 STORM DRAINAGE PLAN B PROFILE OSM 420 I SITE PLAN VIEW 08.04-pp ffittPRIVATE LNIT BALCONE9.1;575 SOFT. D•232/(1;7TeA-( AC-0.0•AS AC.]W Aq C4.6 POND DETAILS 0511120. /20153-REV.1 I SITE OPEN SPACE-9.156 SF 0.232/(7.21 AC) C5.0 OVERALL UTILITY PLAN OBOM20 2 FINALPUD-REV.2 09.15.2030 r . COMMONAMEMIYSPACE&OUTDOOR PATIOPLAYOROUD-3.5M SORT. 0•3116 1=TSO1ACIE LATE '. - I ROWHOU6E PRIVATE ORENVALE•3.M SOFT. C5.1 SEWER PLANS PROFILE OB11420 m -ti FlFJI - 21 KEX TOTAL•29,006 SOFT. C5.2 SEWER PLAN&PROFILE OBn 420 K) I I le UNfsAOLE.T.2 NET Aa ES x.03)•1.77AaES C5.3 WATER PLAINS PROFILE fAN%EAaAL 0PEM 3PAtE O9n 120 OT C5.4 WATER PLAN&PROFILE 09/1420 - tot6lSc11IlC1E LAME FT.112%-tm SOFT. (4(4 LNYTI AOE9:.W)•.88 ACRES C6.0 CONSTRUCTION DETAILS 09A M20 - I�dLffi�E2 .:.............................:...................I.:.............. • .. - - i PLAZA(S) iI P LASA(S)•;9XLFT. �•;w so" ;j •.TGNLEUD GDACR O INPRaY N LEU EAMOUNT•a•10e.532 )•s1e1.209.a•�Q2 LANDSCAPE 8ENC/E9PROVOE0(10)12U _@.N...rg . ... _ _ Y. REVISION j Wad ° L T SHEET NO. SHEETTITLE' DATE ts'D TSOHACIE LANE •' 7r'`."•:'' ouwrxr .:T"S7f'' i wAe LOGO OVERALL SITE PLAN 09114r20 i } Cpq 761975CNAOEl/1HE �� 1� 111A!&{Of: LODI SITE LEGENDS OSn420` aRalm0 NAIL' LOW SITE LEGENDS OSA)42O _ L003 SITE LEGENDS OB0O/20 i L004 SITE LEGENDS 0911420 . ,+,ll -' I OIB.IA414 F61wwcG M% tLt 1•L LOOS SITE LEGENDS 0911420 W 1E7110r1li 1j x4 PLEA 1211PLEX , tN6T5CNACNE LANE �� L300 OVERALL LANDSCAPE SITE PLAN 09A420 i '4LD0. P) i P-LMDA1DOACL L301 STORM WATER PONDS&TRAIL-PLANTING PLAN 0911420 1UA 41NJ•.� WA L302 WATER COURSE SETBACK-PLANTING PLAN OSn 120 I813 TSCHACHE LAME NG P OBD420 m I � L303 PARKING TOT-PLANT) LAN Z f T _ ! L304 PARKING LOT-PLANTING PLAN OSA420 f1y`L,{1F '1 I L305 BOULEVARD-PLANTING PLAN O5n120 revisions r 1 ,lV tNtT5C1uCME W1E :ALIi O/•4M0VMLITLMLN ILLI - i ALwtc00e 1s NM W- KR L305 COMM.HEALTH PARTNERS-PLANTING PLAN OS�D420 /LE1f '.Ir9114140 LK%OVSIM! LL L307 FAMILY PROMISE CENTER-PLANTING PLAN OSD4rA E ADDRESSING LEGEND (M L308 SENIOR CENTER-PLANTING PLAN OS,D4r20 Lot 3A of the Plat of i; 2 }�ryyyy� i L309 SENIOR CENTER-PLANTING PLAN 09114120 NOTE ALL PROPERTE9 AREADORESSED afi TSCHAOELINE VIA IIIIIIJJIlIlI 11III1lJ Fo F Y y% L310 SENIOR CENTER-PLANTING PLAN Ogn4= Saccoccia Minor _ 1�S ;N,wwrK.Ln 1� _ in the NW%SECTION 1, ` �O~rAtx�A� L311 MULT4FAMILY UNITS-PLANTING PLAN OBi0420 Subdivision 407A.Located Y aU1111 FAIR w01tIToa T2s,RSB,P.M.M., U 1 A�6�R� � I L3t3 MULTI-FAMILY UNITS-PLANTING PLAN OaO420 m ! i Ant MlstMlnwAFnt°vuwn: KM to L374 ROWHOUSEA-PIANTINGPLAN O5nlf20 GALLANTIN COUNTY I " •_•.-,- .:•• L315�'' ROWHOUSE B-PLANT ING PLAN OSn 720 I L500 LANDSCAPE DETAILS OSM420 address PROJECT NOTES T•- M C L a 009114/20 91D420 ! _ - • 1. 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ALL FRONTAGES ARE DESIGNATED A9'ND�D.DIAGRAM PIDICATES SEIEOfED FRIXJfAGE OPTIONS. vawrtv EJ�feq sraucrvREs G N B 2 6EEEIEVATWNSFEETSFDRTRANSPARENCYDIAGRAMBAwCALGLIATpKA address 4 `F =p� _ PARDE�eouwAREs . (tea• t 1 SITE VICINITY-ZONINGMAP Y N TRUE NORTN 2 BLOCK FRONTAGE DIAGRAM ARROWLEAF PARK 8 SP001; 1"=50'-U' za wcExr°as SP001; 1"=100'-0" W TRUE NORTH Y PERENNIAL PARK PUD a t «� project code fill mI Nil, SP001 T, • T ,r E { `a.3 t •-�✓ a �4 t�� ,•� I y�I--�'} i ' I< SITE VICINITY 8 BLOCK FRONTAGE PLAN m EI SITE PLAN 2020.09-14 LL sheet - _ . - .. . . SAXTER LANE - q. -,---- �. EMSTINO CULVOTT • f`• EpsrwO CULVERT. -ttl --- E1fLACRQ ETVND2.. _ UNDEVELOPED LOT. ItmAalE). I _ _ EASt81G TRAIL T IMPROVEMENT - -- . . _ - . . i - ` E10.4T]JD STORN WATER FC1fd)r \ r� i Nm OPENW TER(0.]S ACRE f0 OUSTING .`•��.: -` - WATERCOURSE . DITCH i 1 DE'tENTK1N POlA �- � WATERCOURSE /. L-•J. \ `L - 6Efenu-zcYffa < °gyro ' ....,. 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BUILDING 2 PUD-REV.2 061 2020 -1 ' ® 7 I � ; � _� �a f •T v - q' '�137'•/. •�•�_ �. 'BENCH SEE LANDSCAPE 6,6TSCNACHE LK �e 1 I �• �/. J' PLANTING LEGEND a \C p(f477PaoFosmTRAm .'. .. 161]15CH11CHE LN, - —.6 1_I 1W]TBCNACNE LN. \ x SEE LANDSCAPE TREE SEE FS a DETAILS PLANS FOR . : : : ®® _ SY I 8Y- �"�• �—. .� .SPEClE56 DETAILS.. - " - � '` 1 ll 1 T, (.{y.- _ - Q •'•� 11 �'�EJGS(NG wEM1A, .-F_ E1G5@IO TREE TO REIMPI . 1 wcssAaEl V.'� EXISIAIO OYEDE TO BE _ m - ` /. REYTRE A 00 ®. .� r �/ " s F f .' revisions CPROPOSED BUS STOP m r . E xE'® s _ - F5(3. lt+-r'.. .' y '.LoY3A of the Plat . .' . . . . . . .. .. II 1` ' OPEN SPACE . y . A Minor r'-1, � COMMERCUIL OPEN SPACE . - - '$UbdlVlSion,407A.07A LOCatBd. ' . a� ® , e`, •r v + i i •z `� l�--•.•" '/ _ _RESIDENTIAL OPEN SPACE in the NW%SECTION 1. - T2s.R58:P.M.M.,, m � i GALLANTIN COUNTY - - RETENrtor+. ~ � •' '•'n.v-ron, PRNATE OPEN SPACE tO - V\ Lr MI) POlD � 11 address (`II\ LINE TYPE LEGEND _ •i PROPERTY LINE G N B.. 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J`4 H14 BIXE RACK(TYP.) i1 ImYN 8' b D N TE______________________ r NOTE OOOiiOPU CASTYi N. 3CRPCOR Daft L ___________ _____ ______ _ PLACE CONCRETE W/SITE b PUN PAVPNO AND CIVIL -2020 t SITEPI EW OBM 120153REV.1 DRAWONOS -Rt1/.1 • - T'� INE OF BTRUOf.A CORRUOATED.NETAL ' ROOF ABDVE 'Ir �__________ . i L_____________ _____________________________________________________________J J 8 TYP.BIKE RACK FLOOR PLAN SP003: 12"=1'-0" w ° PREFNI F- tn vAR Es S-P >T/17 SLOPE OF RO •CCLM TKO NNATCH TRASH So Z ---posts BETWEEN Posts ENCLOSURE E) PENDDCCAPP�ED.WELDED TO revisions C COLVNN-PAINT FINLSH rIVP.I m E i3 PAINT FWUDI(TYP.) °�NO/'V Lot 3A of the Plat of Saccoccia Minor Bar Subdivision 407A.Located YIY in the NW%SECTION 1, T2s.Rye,P.M.M., M CEDAR SLATS IM DID o SPACES.CLEAR STAIN nrPt b b GALLANTIN COUNTY F address c�I N f g D L° U 'IS rr REVEAL(TVP.) I RACK(I . b u 04 P.T.POST BEYOND BASE PLATE . m O 1XB CEDAR sure GRADE I I SLEVELUm NUTS Arm LOG(WI4ASMERS G N B WTTH I?SPACES, 1PEPo%Y bEf ANCHOR BOLTB WRH CLEAR STAIN(fYP.) I I 4141 . '. N� ( RAL RR PT. GROUT PERENNIAL PARK PUD 'C 9TATN(TYP.) 'I I•. ..I 1. I I CONCRETE SLAB THICKENED AT c b CONCRETE FODTPNG-ME STRUCT. POST LOCATIONS AS INDICATED ORAOE "m •' � project code 0 - C� 6ET Nbf UN CONCRETE '.L„1.' .'u SP003 m� m y SITE DETAILS E m E H E 6 TYP.SECTION�MECH.SCREENING FENCE 5 TYP.MECH.SCREENING FENCE DETAIL 7 BIKE ENCLOSURE SIDE ELEVATION SITE PLAN SP003; 12"=1'-0" SP003; 12"=1'-0" SP003; 12"=1'-0" 2020-09-14 a sheet REAR PSTER •. r 5.11 FILLED raX _ _ ______--_-:-_-T_____ ____ ______�_ .. - . • - - ABOVE 6LAB l 4%fIQNrTUBE r CONCRETE PER nYP.I G. - 47A'=rTUBE �� b, STEELCOLUMN WITH STEELCMUMN WITH ., o- EXPOSED END CAPPED nYP.)_ -, N EXPOS®ENDCAP(rYP.) - /' - -CONCRETE SLAB, - - - - - - - - - -.- -•- - I - . 'w THICKENED . - - BEAM IrT1EE STEEL ■■■ FERINTER ., tO ` . 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'E3 .. _ _. __ I ( - WmrMN(TYP,) b 14 b EQX%ENf SCREEN,TYP. - - .7\\\ • • •• _ '; _ • • ` �� ` RPOF,OPMEOIAlSALIRlf,TYP. • • —_-- ,_: _ — 1 I v DRAWINGS FOR .___. b P `\ - a — — — — - -- - - — �`—_ — — — � — - - - - - — — = - - - - - — —aQ PLANNING O- I i - • • ~>_ • • I I I REVIEW ONLY EPOM MEM9lANE ROOF. (• I^-I ___- /'•.: '•' - III SLOPE TO MERNAL ORN• ' STmSW�mON b .. .. '�'L_. .. .. .. '�- _ di -... :: •• :: /a�.:u -t.r,�J": a: �r.,y.t.:al f~. t :�-. :r: to -::• :� - _ ____ ^- _ ... .- - ._ _-_.._ t - - - ROOFMOUN,ED PHCrrOYOLTA,O - PANELS ma b - / I b 5D b - O . _ I I I STEEL SW SHAPE BELOW I I Z SLPI SHADE EFION 1695 y TSCHACHE LANE y SITE PLAN KEY BOZEMAN.MT.59715 N *' 3a-s• �, ,z-v �, ,v-P �, 1 6S.P * - TP.P -crs:e-r - -- � \ (0 BUILDING ``•`I ` A B C D E F G H 1 LOCATION ---� - C H B o COMMUNITY HEALTH V 1 ROOF PLAN 1 I _ �Ysl PARTNERSCL m IWA. SP138 COMM.HEALTH PART.- ROOF PLAN y ry 2020-10-02 (J N . . _ tt ,rat, . . - . . . . . . Q... ' ' •�. '� � .. � .. . . _ � . .-. . � � I. � � O METAL PARAPET CAP.TYP. _ 1 1• T 1 > .;Lr... '•.Y... ?.}..: •'.,1.... '•} Ul ' ,• I PARAPET — 131'-5 3I8- I I I . I • _ 1 I U. 128'T.O.-4PLA3/4'TE •� a 'FUTURE SpNAGE TO BE APP — — %••••,• "".' 1 I Q_. - lFffit6EPARAIE PERMIT ® ' I III I I I - �••••••••�•••; • ., - m0 . ��, AWNPRIN 4.A0 Y/PIOGY IOII e % O I _ ®III III ® - r :.. n: .r SCUPPER yIRMON1$ YP DPCIR,I . T.O.SUBFLOOR(L21 ' - I II t,t•91I If'i ti 'MENYSCAE•TYP.-� •• ,w • TO PLATE L(1-WES', - _ — —' _ aa-r ll.l G O- I -- W E . b ENTRY AWNING ® ® I I II �/ ■ < N .« G II�� IIIIIIO� 4It I • I u e _- IYo'.0'. - e_ c TO QOT1NG - . . .. . •-...-THELEVATION .. .. _36. NOR dZ SPI DRAWINGS FOR . PLANNING REVIEW ONLY . Q Q Q Q Q Q T. - EQUIPMENT SCREEN TYP. - NETALPARAPEf CAP.TYP c R 27F 59rB' O L ! I TO b _ y~• �,_ 73Irl — — .P AI EXTERIORFINISH LEGEND . EQPPEItYRDI QWNSPOUf.TW. a �:�r � hw 29 ' T° ` ' >' �.• :., ...1. � ��y�y2}.,� �»� �: `SAC �� — � - D 1 1 24 GA.STANDING SEAM METAL PANEL, - EQUAL MIX OF 12".18",AND 18"PANEL auMINUMQLADWINOO,vz` I pmQ 1 _WIDTHS IN COLOR"SLATE GRAY" - s'�, ❑ a - . T.O.SUBFLOOR L2MR 5 HARDIE REVEAL PANEL SYSTEM- _�. . . �'.s °�:" 113'j�tnr . 2A COLOR MIX A: 'ax£'�3.c3 PLATEIL7-WEST . _ 100%COLOR X x . 1695 TSCHACHE LANE HARDIE REVEAL PANEL SYSTEM- y _ I . <26)_ MIX B:COLOR "fir BOZEMAN,MT.59715 N v - ALUMINUM CUD WRl00,4', t 10, I O 50%COLOR X •a . 25%COLOR Y L — II � (O .-0 25%COLOR Z - - - j ? . . . . - . . - . . . . . . f6 . . 24 GAGATED MET AL PANEL _ .7/:8"_CORRU ._ _ ._ p" r . . .•' _.•..—.. �I I... .... I I . ..._ � 'a IN COLOR."GALVALUME" CK ; U.... COMM NITY HEALTH 4c PARTNERS— — _ _.oFOOn U U 2 EAST ELEVATION m O 1X4 WOOD RAINSCREEN SIDING mikt��, - - - SP139p 3/16"=1'-0" O co IL x a - SP139—, - j - - COMM.HEALTH PART.- N S EXT.ELEVATIONS 1n 2o2a1ao2 I, Z T z GHII T. PARAPET T.O ROOF DECK b m t L m I I I I •-I -;.....,T ,:.....T :,;....,Q O �,L - - - - - —f I - - - _-_ _ ___ - - - - � - _ - _L4.Pl 1%-BT_V U. 1 I 434 � SCUPPER YYIIH OOVJNSPOVT.TYP. ......IMETAL PARAPET CAP TYP' I I ;••.3 `� CO T O SUSFLOOR(L21 a _ _ - - -� !�TO PLATE LI-EAS�W,dEgS, z. 20. —"T ..._!_.... ____._._ O PLATEiLt .n uT Jill cc rmild - -- => E ff f �( ♦^ o Ilk! r.o s e U w 0 00 ' - tar-p �~ I^STOREFRONT NIiDOYI SYSTEM FUTURE 516N/,GE TOE -.� - - - � I •0•••• 1. ECl6 HEG EOUP.-SEE LANDSCAPE RAN - - - -I T- - - 6FP,1,IRATEE PERMR - - - - - 6 ~ -•,FOR SCR�fIG :^•_ :..T ..�T-:..: .. 86' O- mo __ _ __ ... C 1 SOUTH ELEVATION SFI-40: CC z Q . i TOiALF .!: TRANS.PERCENTAGE IONS SF ' DRAWINGS FOR Sam TRANS.PERLFNiAGE•ID.S% `- _.. < j•__ -'' PLANNING REVIEW ONLY 2 SOUTH ELEVATION((SCHACHE LANE)-TRANSPARENCY DIAGRAM SP140: 1"=29-U' T TT T T T T MEMPARAPETCAP.TYP I I I I EXTERIOR FINISH LEGEND � ' - - _ r r r - - - - _ T.O.PARAPET C _ i 6 A 6CAPER VYIIH OOAINSP011f TYP I 1 I TO ROOFDECK n O1 24 GA.STANDING SEAM METAL PANEL, .•` _ ;'• --;• _ --• - - --.- - - -- — - — — - --- — - - - PLA E L2 s 12E _�" tzT sire v T- - _._ T.O PLATE I EQUAL MIX OF 12",18",AND 18"PANEL ' WIDTHS IN COLOR'SLATE GRAY" F I i I ^ HARDIEREVEALPANELSYSTEM- AwueuuaADwrmw O oS COLOR MIX A: z r- ...._ 100%COLOR X •-i- ••.:- .-: - t -aya I f � k o sue oo � z ^� HARDIE REVEAL PANEL SYSTEM- O PLATE ,-wEs 3 -�T•O PLATE-I-EAST 2B COLOR MIX B: .. - _�_ ._...I---= =L._—.- - =---' I --- - - — - -L_ E L— T A 1W 50%COLOR X . I - - 1 • 25%COLOR Y:i ': TSCHACHE LANE to ----•-!--------25%COLOR Z y;% •'-> BOZEMAN,MT.59715 N -- -�_- -.' � 6TEEL SUN SNARE -'. L O24 GA.7/8"CORRUGATED METAL PANEL u+ . ;? IN COLOR"GALVALUME" I —'- -�0 > ------T-'------- ---- 7—.—_—�—___ CHB Vros 31 O 1X4 WOOD RAINSCREEN SIDING ® _ ' ' tar-o• COMMUNITY HEALTH PARTNERS U - - - - - — _ - _FOw-per' T i CL U 3 WEST ELEVATION IL j COMM.HEALTH PART.- L EXT.ELEVATIONS V3 RC#2 J 2020-10-02 U AOL RROWLEAF PARKAND 'PERENNIAL PARK »�w « ` _ .151 E 1 SITE PLAN SUBMITTAL °��►AL '` BOZEMAN, MONTANA 18 JJA ir M _ E h INDEX OF SHEETS Lu LOWE's °:�ti t +tiwCl f \', SHEET NUMBER SHEET TITLE 8 4 C0.0 TITLE SHEET ' }'!' DRAWN BY: KJM -.- C0.1 .NOTES,LEGEND&ABBREVIATIONS + DESIGNEDB HMN .•.''x QUALITY CHEY:CK: KEW ur- •':I ' PROJECT LOCATION , C1.0 EXISTING CONDITIONS&SURVEY+DATA i DATE: 9narz9 4 C1.1 TOPOGRAPHIC SURVEY JOB NO. B19-009 �,:I f �• S 1 FIELABOOK XX i \1 " A. I z + C2.0 EROSION CONTROL AND 1 CONSTRUCTION MANAGEMENT PLAN C2.1 EROSION CONTROL DETAILS 1 1 C3.0 OVERALL SITE PLAN C3.1 SITE PLAN-NORTH C3.2 SITE PLAN-SOUTH C4.0 OVERALL-GRADING PLAN C4.1 GRADING PLAN-NORTH - I C4.2 GRADING PLAN-SOUTH Q , PROJECT MAP 1�2� ~` �. NOT ro SCALE 7 ,� 1ltt�f S C4.3 STORM DRAINAGE PLAN&PROFILE d CONSTRUCTION ROUTE (TYp) f 'i ` ,� ��r. .1-�--- � C4.4 STORM DRAINAGE PLAN&PROFILE Q 4` . C4.5 STORM DRAINAGE PLAN&PROFILE Z + Z C4.6 POND DETAILS w Q C5.0 OVERALL UTILITY PLAN M Q, �F- �� C5.1 SEWER PLAN&PROFILE d f w z w C5.2 SEWER PLAN&PROFILE Z ^N C5.3 WATER PLAN&PROFILE Q Z w' C5.4 WATER PLAN&PROFILE �1 ` �•`- ,� f� C6.0 CONSTRUCTION DETAILS Q N H SCALING NOTE '``. --y{ '' {q a m �. THESE PLANS WERE DRAFTED ON SHEETS MEASURING 24"x360. DRAWING SHEETS PLOTTED R1`� � iI ,' C LL SMALLER AND/OR FROM ADOBE PDF ELECTRONIC FILES ARE NOT TO SCALE VERIFY PLOTTED SHEETS SCALES FROM BAR SCALES LOCATED ON PLAN SHEETS. ir"•""y �� 11 J UNDERGROUND UTILITIES NOTE _ ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE CONTRACTOR SHALL VERIFY 1- ' HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT UTILITY OWNER/AGENCY FOR FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL FOR CONSTRUCTION. FOR YOUR SAFETY. STATE LAW REQUIRES THAT YOU CALL THE LOCAL-ONE CALL-UNDERGROUND UTILITY LOCATING CENTER AT LEAST TWO WORKING DAYS BEFORE - I BEGINNING ANY EXCAVATION. "CALL BEFORE YOU DIG" CALL BEFORE YOU DIG L ", 1 (800)424-5555 ONE CALL NUMBER VICINITY, ZONING, & CONSTRUCTION ROUTE MAP 48 HOUR NOTICE REQUIRED NOT TO SCALE B194K"O.00OVER DW SHEET CO.0 Adilk e...,. GENERAL NOTES WATER NOTES CONCRETE NOTES JOINT RESTRAINT TABLE *l KERH E. I OARING 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE 1. V5', AND 2' LINES SHALL BE TYPE 'K' COPPER SERVICE PIPE 1XA' AND 2' 1. ALL SITE CONCRETE SHALL BE IN ACCORDANCE WITH THE MPWSS AND COB MODIFICATIONS RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EIUS LNG UTILITIES BEFORE LINES SHALL BE STRAIGHT LENGTHS. 4' AND LARGER LINES SHALL BE CLASS 51 DUCTILE TO MPWSS. FT�TTiANT LF3VC3TH FOR BENDS �''•B�O4AL •� ^�.. BEGINNING EXCAVATION. Z{Q�jmLNOT B�UTILITIES ARE SHOWN 4j'LjyE`Qj8NNS-Q$ IRON. THAT UTILITIES m mE5 SHOWN MAY ND BEYOND WHAT c cuOWN PRIOR TO BEGINNINGWORK HUM 4• W 8•MAN W MAN W MAN THE CONTRACTOR SHAL BE RESPONSIBL TO ce1 i IN A LRILm Lr_x`-ATE AND COORDINATE 2, ALL WATER MAINS AND SERVICES 7O MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF - A SITE WALK-THROUGH WITH THE ENGINEER TO OBSERVE EXISTING LmLm LOr_.ATIONS. PIPE INSULATION SHALL BE PROVIDED FOR ANY PORTION OF WATER LINES NOT HAVING 901 BEND B' IT' 14' 19' 25• �' I 2. ALL GAS, POWER. TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE 6.5' OF COVER (INCLUDING DITCH AND CULVERT CROSSING LOCATIONS). FOR EVERY 1' OF ABBREVIATIONS 45' BEND 3' 5' 6' e' IV I81 WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE URUTY COMPANY. COVER UNDER 6.5, 2 OF INSULATION SHALL BE REQUIRED. WATER LINES SWILL BE THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TO NOTIFY ADJACENT 225 BEND 2' 3' 3' 4' S' INSTALLED AT DEEPER DEPTHS, ON UNIFORM GRADES AS NECESSARY TO PREVENT LOCAL . I ! z OR INTERMEDIATE HIGH SPOTS WHERE AIR CAN COLLECT. �,ti p PROPERTIES OF POTENTIAL OUTAGES. ARCP ARCHED REINFORCED CONCRETE PIPE MANUF. MANUFACTURER 11.25 8END 1' 1' 2• 2• 3' 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER, SEWER, AND STORM DRAIN LINES PRIOR 3. MAIN LINE AND WATER SERVICE VALVES SHALL BE A MECHANICAL JOINT x MECHANICAL O AT MECH MECHANICAL / JOINT MJxMJ FITTING. VALVES TO BE MUELLER A2360 RESWENT WEDGE GTE VALVE COB CITY OF BOZEMAN MH MANHOLE GP VALVE 17' 24' 31' 45' 58, i TO BEGINNING UTILITY INSTALLATION TO ENSURE CROSSING CLEARANCE&VERIFY LINE AND ( ) a13 GRADE OF EXISTING CONNECTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZIiMAN HYDRANT AUXILIARY VALVES ARE REQUIRED BUT AREN'T SHOWN ON THE PUNS. Comm CONCRETE MIN. MINIMUM c� PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. COMM COMMUNICATION N0. NUMBER ,-� 1 4. MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM CONST. CONSTRUCTION PVC POLYVINYLCHLOPoDE -RESTRAINT LENGTHS ASSUME GRANULAR BEDDING MATERIAL AND MIN. 6.0 FEET OF y� j 4. EXISTING FITTINGS ARE SHOWN BASED ON AS-BUILT DATA THE CONTRACTOR SHALL BE DRAIN AND WATER LINE CROSSINGS UNLESS SPECIFICALLY NOTED ON THE PLANS AT WHICH O DIAMETER RCP REINFORCED CONCRETE PIPE BURY DEPTH RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO TIME THE FOLLOWING APPLIES: D.I. DUCTILE IRON PIPE R/W PoCHT-OF-WAY --ASSUMES NO JOINTS IN MAINLINE PIPE FOR A DISTANCE OF 5 FEET FROM TEES', j - ORDERING NEW FITTINGS. DR. DRIVE SIM. SIMILAR A. MAINTAIN A MINIMUM OF 6'VERTICAL SEPARATION BETWEEN OUTSIDE OF Rr. DWG. DRAWING STA STATION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS EXCLUDING THE SLIVER/STORM DRAIN AND WATER LINE CROSSINGS. CONSTRUCTION DEWATERING PERMIT AND STORM WATER DISCHARGE ASSOCIATED WITH EA EDGE OF ASPHALT SS SANITARY SEWER CONSTRUCTION ACTIVITY PERMIT (SWPPP). THE OWNER WILL OBTAIN THE SWPPP AND B. SEWERS MUST BE CONSTRUCTED OF SUP-ON OR MECHANICAL JOINT PIPE COMPLYING ELEC ELECTRIC STD STANDARD FFTTNo FE ST RANT LENGTH m a 1 0 DELEGATE RESPONSIBILITY OF FOLLOWING AND ENFORCING THE PERMIT TO THE WITH PUBIC WATER SUPPLY STANDARDS (DEO 1) AND BE PRESSURE TESTED TO ELEV. ELEVATION ST. STREET 16X8 TEE 1' CONTRACTOR. MINIMUM 150 PSI TO ASSURE WATER TIGHTNESS. EX. EXISTING SW SIDEWALK F.ETS. FLARED END TERMINUS SECTION VERT VERTICAL 18X6 TEE 1' B. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED C. AT CROSSINGS, ONE STANDARD LENGTH OF NEW PIPE MUST BE CENTERED AT FG FINISHED GRADE TBC TOP BACK OF CURB 6X6 TEE 1. TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. APPROXIMATELY A 90 DEGREE ANGLE IN RESPECT TO THE EXISTING PIPE FL FLOW LINE 7YP TYPICAL 1 W/ WITH 8x4 TEE 1• 7. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED D. SEWER SERVICES UTILIZING TALLER FITTINGS AND EMENDING TO AT LEASE THE INV. INVERT YPC YELLOW PLASTIC CAP 16X12 REDUCER 25' & RESET BY THE CONTRACTOR. PROPERTY ONES MUST BE INSTALLED AND TESTED WITHIN 10 FEET OF THE CROSSING. LF. LINEAR FEET SADDLES ARE NOT ACCEPTABLE 18X10 REDUCER 34' S. THE CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT LOW SIDE 3' INTERFERES WITH CONSTRUCTION UPON APPROVAL OF THE PROJECT ENGINEER. E. EITHER THE WATER OR SEWER AWN MUST BE ENCASED IN A WATERTIGHT CARRIER 8' 22.5 PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING OR THE MAINS VERTICAL OFFSET HIGH SIDE 3' E 9. ANY DAMAGE TO EXISTING ASPHALT WILL BE REPAIRED OR REPLACED IN KIND, UNLESS (BOTH) MUST BE ENCASED IN A MINIMUM OF 6 INCHES OF FLOWABLE FILL FOR A a SPECIFICALLY MENTIONED OTHERWISE ON THE DRAWINGS. MINIMUM OF 10 FEET EACH SIDE OF THE CROSSING PIPES. SECTION OR DETAIL C m 10.ALL CIVIL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE SIXTH EDITION OF 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, STORZ CONNECTOR, A DESIGNATION SYMBOL .s THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, THE CRY OF BOZEMAN HYDRANT DEFENDER, DRAIN GRAVEL AND CONCRETE THRUST BLOCK; SEE C.O.B. STD. N MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTH EDITION, AND DRAWING NO. 02660-4. CIO c 5 THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY. INCLUDING ALL ADDENDA S. ANY EXISTING OR NEW VALVE WHICH CONTROLS THE COB WATER SUPPLY SHALL BE SHEET NUMBER WHERE OPERATED BY COB PERSONNEL ONLY. SECTION 0 DETAIL 5 _ 11.THE CONTRACTOR SHALL PROVIDE ROUITNE,CLEANIN¢,/SWETPINC OF MATERIAL THAT IS -_ SHOWNR C _ W T� -DRAGGED-ONTO ADJACENT STREETS. "'•-- -- -- - - -7.'THE CONTRACTOR SHALL:INSTALL MECHANICAL RESTRAINTS ON ALL FITTINGS.VALVES'& FIRE-`= -- HYDRANTS PER MANUFACTURERS RECOMMENDATIONS. MECHNWICAL RESTRAINTS SHALL ALSO 12.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY FOR WORK WITHIN BE INSTALLED ON ALL JOINTS WITHIN MINIMUM DISTANCES FROM FITTINGS AS IDENTIFIED IN THE RIGHT-OF-WAY IN ACCORDANCE WITH MUTCO. THE JOINT RESTRAINT TABLE PROVIDED ON THIS SHEET. LEGEND DROWNED: KJM DEPARTMENT13.ALL SIDEWNJXS, RAMPS.AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH 8. THE CONTRACTOR SWILL NOTIFY THE COB WATER DEPARTMENT A MINIMUM OF 24-HOURS DESIGNED BY: HMH CURRENT MUTCO AND ADA REQUIREMENTS. PRIOR TO BEGINNING ANY WORK. QUALITY CHECK: KEW 14.ALL CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE USING W OAK ST. AND N 19TH 9. WATER LINE STATIONING MAY BE REFERENCED TO THE CENTERUNE OF ROADWAY. _ DATE: 9114n0 AVENUE NEW EXISTING DESCRIPTION JOB NO. BISLOB 10.DEFECT PIPE TO ANGLES SHOWN BY DEFLECTING 3' MAX AT EACH PIPE JOINT. RELDBOOK Xx 15.PITHS FOR CONSTRUCTION SWILL HAVE AN ADDITIONAL 'FOR CONSTRUCTION' STAMP ON EACH SHEET, 11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER ONES. SERVICES. AND BUILDING HYDRANT LEADS. INSTALL TAPE A MINIMUM OF 18' AND A MAXIMUM OF 24' BELOW FINISHED GRADE INSTALL /10 AWG COPPER LOCATE WIRE ABOVE ALL ON-SITE WATER ED COMMUNICATIONS RISER PAVING NOTES MAINS AND SERVICES (SHT. C506 - C508). 'I I 9 • CONCRETE 1. ASPHALT OVER 3'THICK SHALL BE PLACED IN 2 EQUAL LIFTS. 3415 3415 CONTOUR 2. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS DISTURBED BY CONSTRUCTION. STORM DRAIN NOTES BC CONTROL POINT W/ NUMBER 3. ALL ASPHALT PAVING AND PATHS SHALL BE PERFORMANCE GRADE 58-28 (NASHTO 1. ALL STORM DRAIN PIPE 6 CURB & GUTTER (STANDARD)TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDS UNLESS • PERFORMANCE GRADE BINDER SPECIFICATION MP-1) IN ACCORDANCE WITH COB OTHERWISE NOTED ON PLANS. SEE PLANS FOR SIZES. CURB & GUTTER (SPILL) MODIFICATIONS TO MPWSS. 2. ALL STORM DRAIN MANHOLES ARE WO UNLESS OTHERWISE NOTED ON PLANS. CURB & GUTTER (DROP) 3. STORM DRAIN INLETS SHALL CONFORM TO CITY OF BOZEMAN STANDARD DRAWING NO. CULVERT Y GRADING NOTES 02720-tA THESE SHALL INCLUDE AN 18-INCH SUMP. EASEMENT LINE 4. COMBINATION M 1. IF GRADES SHOWN CONFLICT WITH SPOT ELEVATIONS. SPOT ELEVATIONS SWILL GOVERN. MANHOLE AND CURB INLET SHALL CONFORM TO CITY OF BOZEMAN STANDARD EDGE OF GRAVEL DRAWING NO. 02720-18. THESE SHALL INCLUDE AN 18-INCH SUMP. d Z ® ELECTRICAL Box (FLUSH) J O •� 2. ALL SPOT ELEVATIONS ARE SHOWN TO FLOWUNE (FL), SIDEWALK (SW), OR FINISHED 5. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF STORM � � - GRADE (FG) UNLESS OTHERWISE NOTED. THE VERTICAL DIFFERENCE FROM TOP BACK OF DRAIN PIPE AND OUTSIDE OF WATER MAIN PIPE $ ELECTRICAL METER Q F... CURB TO FLOWLINE ON CATCH CURB IS 0.45'. ON SPILL CURB IS 0.52'. AND ON FENCE - WOOD Q PEDESTRIAN DROP CURB IS 0.06'. SEE COB STANDARD DRAWING 02528-1 FOR S. MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION BETWEEN OUTSIDE OF STORM DRAIN Z ADDITIONAL DIMENSIONS. PIPE AND OUTSIDE OF WATER AWN PIPE AT CROSSINGS. j7 FIRE HYDRANT Z 3. LANDSCAPE BERMS SHALL BE CONSTRUCTED AND ROUGH GRADED USING NATIVE TOPSOIL 7. STORM DRAIN STATIONING MAY BE REFERENCED TO THE CENTERUNE OF ROADWAY. GAS Lu Q LLJ FROM ON-SITE EXCAVATIONS, AS SPECIFIED IN SPEC. 329113 'SOIL PREPARATION'. Z B. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL STORM DRAIN LINES. INSTALL ® GAS METER W Q co 4. ANY CHANGES OR CONFLICTS WITH BERMS AS PROPOSED SHALL BE BROUGHT TO THE TAPE A MINIMUM OF 16'(IF POSSIBLE) AND A MAXIMUM OF 24' BELOW FINISHED GRADE GUY WIRE a Z co OF THE LANDSCAPE ARCHITECT FOR COORDINATION AND APPROVAL PRIOR TO INLET Q O Q PROCEEDING. 9. ALL STORM DRAIN MANHOLE CONNECTIONS SHALL BE WATER TIGHT. USE PRESS SEAL PSX 99 DIRECT DRIVE GASKETS OR APPROVED EQUAL. IRRIGATION LINE Z 2 06 5. FINE GRADING FOR BERMS SHALL BE ACHIEVED USING APPROPRIATELY SIZED LANDSCAPING EQUIPMENT. AND SHALL CONFORM TO THE LINES AND GRADES SHOWN ON THE PLAN, 10. INSTALL MANHOLE FRAMES & COVERS. WITH TAMPER-PROOF BOLTS FOR ALL MANHOLES IN O IRRIGATION RISER Q Z IO WITHIN EQUIPMENT LIMITATIONS. CREATING SMOOTH TRANSITIONS TO ADJACENT GRADES. LANDSCAPE AREAS. COVERS SHALL BE STAMPED WITH THE WORDS 'STORM'AND WAVE TWO Y Q Z ONE-INCH (1-) PICKHOLES. ® IRRIGATION VALVE S. SEE ARCHITECTURAL PLANS FOR INTERIOR BUILDING ELEVATIONS AND STEPS. W ui 11. ON-SITE RIP-RAP PADS IN STORMWATER PONDS SHALL BE CONSTRUCTED USING 6'-12' O O MANHOLE Q N 0 SIGN NOTE SCREENED ROUND RIVER ROCK, CLEAN AND UNCALCIFlED. _ OVERHEAD ELECTRIC a O J POND - BOTTOM LL co 1. ALL TRAFFIC SIGNS SWILL MEET THE CURRENT EDITION OF THE MANUAL ON UNIFORM SANITARY SEWER NOTES POND - TOP W N TRAFFIC CONTROL DEVICES. PowER POLE J W 1. ALL SEWER MAIN PIPE IS TO BE SOR35 PVC. AND ALL SEWER SERVICE PIPE IS TO BE ISI 2. ALL SIGNS SHALL BE MADE OF DIAMOND GRADE REFLECTIVE SHEETING MEETING ASTM SDR26 PVC, AND BOTH MUST MEET ASTM 3034 STANDARDS UNLESS OTHERWISE NOTED PROPERTY LINE TYPE XI STANDARD. ON THE PLANS. SEE PLANS FOR SIZES. O Z • PROPERTY PIN 3. ALL SIGNS SHALL BE CONSTRUCTION GRADE ALUMINUM MEASURING 0.08 INCH THICK. 2. ALL SEWER SERVICES MUST CONNECT TO THE MAIN WITH A SEPARATE WYE. NO TEES OR DOUBLE WYES ARE ALLOWED. SANITARY SEWER a/ SCALING NOTE 3. ALL SEWER MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PLANS. FG 10.15 SPOT ELEVATION Q THESE PLANS WERE DRAFTED ON SHEETS MEASURING 24'x38'. DRAWING SHEETS PLOTTED 4. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF STORM DRAIN SMALLER AND/OR FROM ADOBE PDF ELECTRONIC FILES ARE NOT TO SCALE VERIFY PLOTTED SANITARY SEWER AND WATER LINES. �E. STREET LIGHT SHEETS SCALES FROM BAR SCALES LOCATED ON PLAN SHEETS. a STREET SIGN 5. MAINTAIN A MINIMUM OF 16'VERTICAL SEPARATION BETWEEN OUTSIDE OF SANITARY SLIVER & WATER LINE CROSSINGS UNLESS SPECIFICALLY NOTED ON THE PLANS. SEE REM 4 IN UNDERGROUND COMMUNICATIONS UNDERGROUND UTILITIES NOTE WATER NOTES UNDERGROUND ELECTRIC 6. SEWER LINE STATIONING MAY BE REFERENCED TO THE CENTERUNE OF ROADWAY. ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY WATER LINE HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT UTILITY 7. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SEWER LINES AND SERVICES. N WATER VALVE OWNER/AGENCY FOR FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL FOR CONSTRUCTION. FOR YOUR SAFETY, STATE UAW REQUIRES THAT YOU CALL THE LOCAL 'ONE B. INSTALL DETECTABLE WARNING TAPE A MINIMUM OF 18' AND A MAXIMUM OF 24' BELOW ® ® WATER WELL CALL' UNDERGROUND UTILITY LOCATING CENTER AT LEAST TWO WORKING DAYS BEFORE FINISHED GRADE BEGINNING ANY EXCAVATION. 10. INSTALL MANHOLE FRAMES & COVERS, WITH TAMPER-PROOF BOLTS FOR ALL MANHOLES IN B19L09•CO.O•COVERDW "CALL BEFORE YOU DIG" LANDSCAPE AREAS. COVERS SHALL BE STAMPED WITH THE WORDS 'SEWER' AND HAVE SHEET CO.1 TWO ONE-INCH 1 PICK HOLES. TOPOGRAPHIC -SURVEY taI KErtH E O# - .. ° I WARING E v LOT 3A OF MINOR. SUB- 407A & SACCOCIA COMMON OPEN SPACE OF MINOR 'SUB 407 - = 'N .15 1 1 E• IN THE NW 1/4 OF SEC 1, T2S, RKE P.M.M., GALLATIN COUNTY `•,%v�i ` 41DD'STREET a UL;h•. EASEMENT DOC 2143197 a . DEDICATED ON MM Ala 407 S86.58M-E - I i, I Z _ .. I . LEGEND ---II I J Se64,23 .9 i I •. _ _ IW .(,97.92• 8(bRpj - A. C7 - I EXISTING DESCRIPTION" 397 129a79 GFNFRAI NOTES _ - II= II - _ . oN - - --0 BARRIER POST - if I - i�/(� `•'� . �)• 9ACCOCCIA OPEN SPACE 1. A SIGNED R SEALED COPY OF THIS SURVEY IS AVAILABLE.TO THE CLIENT UPON REQUEST. • BORING II I JIM3 ACRES 2. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKS PLACED - BUILDING BY ONE-CALL UTILITY LOCATORS IN RESPONSE TO THE FOLLOWING UTILITY LOCATE (SLE NmE./4). - ® _ II II_ -"aKl�� . CITY OFTICKET NBOZEMANI CIIS4WEBSITE 19038456,Y UNDERGROUND UTILITIES ORKSWERE NOT MARKED.RTION OF E 0. SOIL PIT y O,� II _ - E �• _ f "4F ` IMPROVEMENTS OUTSIDE OF THE CONTOURED AREA WEST OF SACCO DRIVE & SOUTH OF - m.. CLEANOUT - - '1D�R.5118 II I ) �',__ K>7._F S, THE SOUTH WALK OF TSCHACHE LANE WERE SURVEYED IN 2008 dt FIELD VERIFIED THAT NOTE/2�••M ��® . - NO MAJOR CHANGES HAVE BEEN MADE. + T w' 0 CONCRETE - - if 1i - 3. THE ELEVATIONS SHOWN ARE ON THE NORTH AMERICAN VERTICAL JDATUM OF,1988 3415 CONTOUR - BASED ON THE MTSU CORS STATION WITH AN ELEVATION OF 4942.21.?, Q - - „ ____-_____ 1 . - .-. _ B CONTROL POINT WITH NUMBER � -- ____________� '------------ I � . i 4. BEARING BASIS: 'WCS 84 AS DETERMINED BY SURVEY GRADE GPS RECEIVERS WITH THE• - - _______ 1 I-•_WATER Q SEWER - �• .. a CENTRAL MERIDIAN RUNNING THROUGH LAT.,45r39'40.38•N.LONG. 111.02.42.01•W. - -_-------- - --- --- 227Q1 ) \,`\,- _ 0 s CURB BOX EASEMENT(DEC 71 \ 3 o CURB & GUTTER 1 11 6•PLTTED ,1,`i\\ 3 ` S .. . . . - CULVERT E o�iEKT ' OI a 1 M - DELINEATOR POST 333 11 II roT� IAr 4a DITCH EN['LIMRRAN(•C Nr1TFG _ - • II it ••`",LOT 3A (A9 CORRECTED) i�. "• •C 9 - n 1. Document /2207231 contains easements, covenants, conditions and restrictions for -..-..-..----.---.--.- EDGE OF ASPHALT - t277a AGES mum o(� �Ot �ON W s this site. The term -site plan on this survey will be in reference to that shown on I 1 ••``\ ( - - Page 56 of said document. While easement widths are given an the.site plan, it EDGE OF GRAVEL ►I ,, 1 - g contains no other alignment dimensions. '. J-4 --.. + It ELECTRIC METER ; V. �� 2.-A 20' stormwater drainage easement was shown on Minor Subdivision No. 407 for _ - r I Q7 n 11 LGK •1 DRAWN BY: KJM . His tlileh from Sotto Drive to the detention pond. No dimensions were given; no ------------------ ELECTRIC - UNDERGROUND Im I •' document was found. A 30' wide easement for this purpose is shown on a different II O ' _ DESIG HMH alignment on the site plan. ------------------- FIBER-OPTIC -,UNDERGROUND 1. I< , , WATERCOURSE Tom(/• . CREEK S MDENMED QUALITY H KEW •,. /% D N 11 f CHECK: _ .11 - it - O r r 1 SETBACK UNE t r�j'' AS WALTOWS- DATE: 9/14120 3. Sacco Drive is o 31.00• wide public street and utility easement platted on Minor A FIRE HYDRANT -1' �; U 110E NOTE/3) \• STRE/AN/DMuI ON JOB NO. 1 • 819'006 Subdivision 407. The public street and utility easement across Tract 281 of C.O.S. No._ -r.. - - - - - - - 1' N W - l� 1,1 WNOR SUB.407 FlELDBOOK XX 1215H was granted in Document #2268748. The easement line is approximately on the r i, ® INLET - --(, back of existing curb. The site plan shows Sacco Drive as o private road. • - - 11 - . - # LIGHT POLE - . - 4. M easement for the detention pond 10' off Me edge of the existing pond is � - _ � � - �1 IN1 shown on Minor Subdivision No. 407. No document was found.for this easement •A - � MONITOR-WELL - - 15' wide easement for this purpose is shown on the site plan. - - ® i' FLATTED --� POWETIML COMMON OPEN RETAINING WALL. EASEMENTS i SPACE(SEE NOTE/7) S: The The Walton Stream/ditch setback shown is a 35' setback from surveyed ,I tl} wetlands. The setback distance is from Minor Subdivision 407. + - - ------a----- --- SANITARY SEWER ), g 6. The zoning is B2. •._ ® SANITARY SEWER MANHOLE I I 1 WATER A SEWER ✓' .- - '. I i )��EASEMENT(DEC 7. M open space easement area shown on the'site plan appears to lie SURVEYED WETLAND BOUNDARY - - iB, I' 'I 2276371) approximately between the Flexible Common Open Space from Minor Subdivsion No. 407 and the stream/d8ch. There is not enough data on the site plan to property 03 COMMUNICATIONS RISER establish the open space easement location, if it exists. No document was.found for this easement. " - ® COMMUNICATIONS RISER FLUSH • I i �/ 1 I I _ 4•s COMMUNICATIONS - OVERHEAD - - _ - B. The south line of Lot 3A in Minor Subdivision 407A was incorrectly shown as being _ w - - - �/ PLATTED 47.00•WATERUE - ' �• - Q coincident with the north street r/w line of Tschoche-Lane: The corrected south line ------------------ COMMUNICATIONS - ROUND R SEWERUE EASEMENT d ' of Lot 3A.is shown hereon:_ _ - OMMUNICATI UNDERG JI' I `'t Q t • - - - - - o TRAFFIC SIGN rr (ESM 20D if li 23'PUBLIC TRNL I , M STREET a UT9/n Q PACE 38a 1 /!EAS016f IS PERPETUAL A ' (��' EASEMENT DOC 2284590 Z W - - TREE - CONIFEROUS-(PLANTED) ) I{ �SPAM 13O•1W ED1U'� / - 11 1 CaMDMD+ . - - - TREE - DECIDUOUS (PLANTED) - SEE NOTE/e �(I,!r .. Z LU - E TREE - SMALL (PLANTED). -------__- -- .� Z. I' ,°" Ale II y _ f / ------- --- -- -------"----- -__-_____„ ___ WATERLINE. TSCHACHS STRSSI' N89.02'50'W 602.65' a .. _ WATER -------- ------------------------- --.------- - v ATER VALVE D .Q 0 N ___________________ OPEN SPACE EASEMENT.LINE - fr tOr J-408 pLAT Z 0. LINE TABLE - . . .-. . . ' . Q Z l/E �� ___________________________ WATER/SEWER EASEMENT LINE -DISTANCE jVLOT 5I�� Ll SW 49 6D.4 PEIt W Q .. " L2 le90 ewo4 - PLATTED UTILITY EASEMENTUNE - _ . Q N Z N2VlLs Ior4a 3•131- _______ TRAIL EASEMENT LINE L7 OR,; 53. ------------ STREET EASEMENT LINE - - Q 0 . Le 59rt4 3D. - . .. - -------------- SETBACK LINE J Z CURVE TABLE - PROPERTY LINE CURVE RADIUS ARC IFNCiII CHM BEARNO C/10RD ll]MONI DELTA ANMiE • PROPERTY PIN Cl RADIU ARS.9 5757310 C2 290. 71 M0719, 73. is - N W C3 31 50 MW1931 IS' - - I.L 0 100' 200' 300' ' -- - CONTROL TABLE point orNm sU IevtLon ,'tmn U 4942.Z 11 c 4 t 62 I 59b4lb.ZZ414134.591 CELfd O.Z.M - • SHEET C1.0 ----------- BAXTER LANE 2-1 RCAP ------ ----- BIKE LANE FL ELEV. -—-—-—-—-—-—-—- 4712.81 -- DP-IU STRIPED- CENTERLINE SEWER NOT MARKED. LOCATION FROM CIS -- -------- ------ c� CROSSWALK OPTICOM FIBEROPTIC WL-2 12*.%Z.F, c. E". cpp rL _j 24AIS'RCAP FL ELEV. SACCOC fSPACE�� CIA OPENOp-sw 721.89 SE 4722.52 NW 3.393 ACRES OP-2U THICK RUSH AND 12*CPP FL ELEN'.4725.43' F LOT 2A OF J,qOR suB 407C s2'cpp rL P 9A OF rL MINOR SUB 407C ELE�l— P 2'4C25.1 47 OD'WEST 12-cpp rL ELEv. "0.NO NOT VISIBLE 12'Cpp FL F------- �TOPI. IICK LEV.4724.59 E(24V.473IX o 24'CONCRETE -—---—------- CULVERT WITH F FL ELEVt 4726.0 " N 1 ' \ I ------------------ ------—-—------------ ---------- SA.PLAT LOT 6A PLAT �98 o 0 LOT 3A (AS COCTEL) J- 12.776 ACRES • OP-31) TOP OF PVC PIPE fa i U ELEV.4732.9' -'d w IX 0 u PIPE a WL-I "V V, 0 a 0 A�T c6 ED OP 4 ),( I-r- N TOP• J/ 0 CENTERUND 0a j WIIOE:PATk\,,' 0 50 100, 150' 0 TRANSFORMER PAD VNI NO TRANSFORMER$ C A L E 2.5*RED PVC BLUE DELINEATOR POST TSCHACHEI STREET ------------- LIDT J-490 I 9=3 RCP FL 7"�—————— —————a———————— III 4740.37 GAS MARKER.NO GAS WAS SIN CHASE F MARKED.GAS LINE SHOWN QiV.4739.37 PLAT IS FROM"M SURVEY %6 LOT 6A, VILJ.,,SUS J-498 BIUDGER PSA S9 of PEAKS VILLAGE SIJB. jqjZjj)GE'F PLAT J-368 m 0 0 0 a --J—6/04/20. E- A ARROWLEAF PARK AND PERENNIAL PARK —2_9/J�1/20.'RE m BOZEMAN,MONTANA sz, -.4 x III TD& �Ej� 0 4 !Engineering TOPOGRAPHIC SURVEY p m 406.514.0277 Whenginming.mm DATE R (FOR REFERENCE ONLY) r EVASION x OTA _ 5 HARING 3 . EROSION .151 E! CONTROL NOTES: - • - �- - _ 1. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE FOLLOWED IN ORDER TO BEST - - - - MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION CONTROL PROBLEMS: - - JOINTS IN FILTER FABRIC SHALL BE SPLICED (A) CLEAR AND GRUB SUFFICIENTLY FOR INSTALLATION OF TEMPORARY ESC BMPS; - - AT POSTS. USE STAPLES, WIRE RINGS. OR - , -. (8) INSTALL TEMPORARY ESC BMPS. CONSTRUCTING SEDIMENT TRAPPING BMP'S AS EQUIVALENT TO ATTACH FABRIC TO POSTS. - ONE OF THE FIRST STEPS PRIOR TO GRADING; IS (C) CLEAR. GRUB AND ROUGH GRADE FOR ROADS, TEMPORARY ACCESS POINTS AND 2"X2* BY 14 GO. WIRE OR - � UTILITY LOCATIONS; EQUIVALENT - (0) STABILIZE ROADWAY APPROACHES AND TEMPORARY ACCESS POINTS WITH THE _ O APPROPRIATE CONSTRUCTION ENTRY BMP: NOTES $d, S(E) TEMPORARILY STABILIZE. THROUGH RE-VEGETATION OR OTHER APPROPRIATE BMPS. 1. .SIZE THE BELOW INLET GRATE DEVICE(BIGD) - GEOTEX 0351 - IN SITUATIONS WHERE SUBSTANTIAL CUT OR FILL SLOPES ARE A RESULT OF THE SITE .FOR THE STORM WATER STRUCTURE IT WILL FILTER FABRIC GRADING: "SERVICE. OR EQUAL I (F) CONSTRUCT ROADS, BUILDINGS. PERMANENT STORMWATER FACILITIES (IE. INLETS, PONDS. UIC FACILITIES. ETC.); 2• THE BIGD SHALL HAVE A BUILT-IN'HIGH-FLOW (G) PROTECT ALL PERMANENT STORMWATER FACILITIES UTILIZING THE APPROPRIATE. - RELIEF SYSTEM (OVERFLOW BYPASS). BMPS; - - - 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL MIN:6'X6�TRENCH bi (H) INSTALL PERMANENT ESC CONTROLS, WHEN APPLICABLE. AND. - MAX. OF THE BIGO WITHOUT SPILLING THE - (1) REMOVE TEMPORARY ESC CONTROLS WHEN: - DRAINAGERECTA CRATE - COLLECTED MATERIAL. N� RECTANGULAR SHOWN �M - • PERMANENT ESC CONTROLS, WHEN APPLICABLE, HAVE BEEN COMPLETELY '�� 4. PERFORM MAINTENANCE IN ACCORDANCE WITH BACKFlLL TRENCH WITH 30�`•', - INSTALLED; MDT STANDARD SPECIFICATIONS. .6'MAX }/4--1.5-WASHED GRAVEL m •ALL LAND-DISTURBING ACTIVITIES THAT HAVE THE POTENTIAL TO CAUSE EROSION OR SEDIMENTATION PROBLEMS HAVE CEASED:AND. •VEGETATION HAS BEEN ESTABLISHED IN THE AREAS NOTED AS REQUIRING DRAINAGE GRATE - - VEGETATION ON THE ACCEPTED ESC PLAN ON FILE WITH THE LOCAL DRAINAGE RECTANGULAR RETRIEVAL POST SPACING MAY BE 2�X4"WOOD POSTS. STEEL FENCE _ JURISDICTION. ASS GRATE SHOWN SYSTEM(TYP•) INCREASED TO S' IF WIRE POSTS. REPAR, OR EQUIVALENT BACKING IS USED NOTE* 0 2. INSPECT ALL ROADWAYS, AT THE END OF EACH DAY,ADJACENT TO THE CONSTRUCTION - BELOW INLET FILTER FABRIC FENCE SMALL BE INSTALLED ALONG CONTOUR ACCESS ROUTE. IF IT IS EVIDENT THAT SEDIMENT HAS BEEN TRACKED OFF SITE AND/OR GRATE DEVICE _ - _ WHENEVER POSSIBLE. FABRIC TO EXTEND A MINIMUM OF lY - BEYOND THE ROADWAY APPROACH. CLEANING IS REQUIRED. - - INTO BACKFlLL TRENCH.' - s FILTERED 3. B SEDIMENT REMOVAL IS NECESSARY PRIOR TO STREET WASHING. IT SHALL SE REMOVED WATER .q •� MAINTENANCE STANDARDS - E BY SHOVELING OR PICKUP SWEEPING AND TRANSPORTED TO A CONTROLLED SEDIMENT' � � - � � $ DISPOSAL AREA - - - T.,ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY, - C - ,4. IF STREET WASHING IS REQUIRED TO CLEAN SEDIMENT TRACKED OFF SITE. ONCE SEDIMENT 2.IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE L o HAS BEEN REMOVED. STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING BACK INTERCEPTED AND CONVEYED TO LA SEDIMENT TRAP OR POND. �•� c ON-SITE OR OTHERWISE PREVENTED FROM DISCHARGING INTO SYSTEMS TRIBUTARY TO 6 WATERS OF THE STATE. GRATE LOWIN E AT FENCE,3.IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE C s BYPASS 5. RESTORE CONSTRUCTION ACCESS ROUTE EQUAL TO OR BETTER THAN THE CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. REPLACE C PRE-CONSTRUCTION CONDITION. - - •" THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. W 6. RETAIN THE DUFF LAYER. NATIVE TOPSOIL. AND NATURAL VEGETATION•IN N A UNDISTURBED - - 4.SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6' HIGH. . STATE TO THE MAXIMUM EXTENT PRACTICAL r 7. INSPECT SEDIMENT CONTROL BMPS WEEKLY AT A MINIMUM, DAILY DURING A STORM EVENT, - - 5.IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, ITSHALL BE REPLACED. DRAWN BY: KJM AND AFTER ANY DISCHARGE FROM THE SITE (STORMWATER OR NON-STORMWATER). THE INSPECTION FREQUENCY MAY BE REDUCED TO ONCE A MONTH IF THE SITE IS STABILIZED DESIGNED BY: 1 HMN AND INACTIVE. STORM DRAIN INLET PROTECTION DETAIL FILTER FABRIC FENCE DETAIL - 2 QUAUTYCHECK: KEW DATE: 911A720 8. CONTROL FUGITIVE OUST FROM CONSTRUCTION ACTIVITY IN ACCORDANCE WITH THE STATE - SCALE N� SCALE '' JOB NO. , B19-0O9 AND/OR LOCAL AIR DUALITY CONTROL AUTHORITIES WITH JURISDICTION OVER THE PROJECT JOB OK X6 AREA 9. STABILIZE EXPOSED UNWORKED SOILS (INCLUDING STOCKPILES). WHETHER AT FINAL GRADE " OR NOT. WITHIN 10 DAYS DURING THE REGIONAL DRY SEASON (JULY 1 THROUGH - SEPTEMBER 30) AND WITHIN 5 DAYS DURING THE REGIONAL WET SEASON (OCTOBER 1 THROUGH JUNE 30). SOILS MUST BE STABILIZED AT THE END OF A SHIFT BEFORE A " HOLIDAY WEEKEND IF NEEDED BASED ON THE WEATHER FORECAST. THIS TIME LIMIT MAY ONLY BE ADJUSTED BY A LOCAL JURISDICTION WITH A 'QUALIFIED LOCAL PROGRAM," IF IT CAN BE DEMONSTRATED THAT THE RECENT PRECIPITATION JUSTIFIES A DIFFERENT STANDARD PERMIT.AND EETS THE REQUIREMENTS SET FORTH IN THE CONSTRUCTION STORMWATER GENERAL MAINTENANCE STANDARDS _ PACIN 1.QUARRY SPALLS (OR HOG FUEL) 10. PROTECT INLETS, DRYWELLS• CATCH BASINS AND OTHER STORMWATER MANAGEMENT ..SHALL BE ADDED IF THE PAD IS NO FACILITIES FROM SEDIMENT. WHETHER OF NOT FACILITIES ARE OPERABLE. - LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. NOTES- II. KEEP ROADS ADJACENT TO INLETS CLEAN. - - 2•IF THE ENTRANCE IS NOT PREVENTING A TIRE WASH AREA SHALL BE CONSTRUCTED NEAR THE Y 12. CONSTRUCT STORMWATER CONTROL FACILITIES (DETENTION/RETENTION STORAGE POND OR SEDIMENT FROM BEING TRACKED ONTO CONSTRUCTION ENTRANCE PER MOT EROSION AND SEDIMENT ^M2*x,2*x 24•.WOODEN SWALES) BEFORE GRADING BEGINS. THESE FACILITIES SHALL BE OPERATIONAL BEFORE THE - _PAVEMENT, THEN ALTERNATIVE CONTROL BEST MANAGEMENT PRACTICES MANUAL. TYP CONSTRUCTION OF IMPERVIOUS SITE IMPROVEMENTS. MEASURES TO KEEP THE STREETS EDGE OF ASPHALTS ( ') Q FREE OF SEDIMENT SHALL BE USED. ALL CONSTRUCTION ENTRANCES SHOULD BE CONSTRUCTED THIS MAY INCLUDE STREET SWEEPING. TO PREVENT SEDIMENT FROM DRAINING OFF THE SITE BY 13, STOCKPILE MATERIALS (SUCH AS TOPSOIL) ON SITE, KEEPING OFF OF ROADWAYS AND J - SIDEWALKS. AN INCREASE IN THE DIMENSIONS OF CREATING A 6-INCH DEPRESSION WITHIN 10 FEET OF THE , U THE ENTRANCE. OR THE INSTALLATION EXISTING ROAD OR SIDEWALK. Q J 14. COVER, CONTAIN AND PROTECT ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS. OF A WHEEL WASH. IF WASHING IS USED• IT SHALL BE DONE ON AN • EXISTING CULVERT Z Q AND NON-INERT WASTES PRESENT ON SITE FROM VANDALISM. USE SECONDARY AREA COVERED WITH CRUSHED ROCK, - Z W CONTAINMENT FOR ON-SITE FUELING TANKS. - AND WASH WATER SHALL DRAIN TO A - 15. CONDUCT MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT TRAP OR POND.EQUIPMENT AND VEHICLES INVOLVING OIL � _ w Z 0 , CHANGES. HYDRAULIC SYSTEM REPAIRS, SOLVENT AND DE-GREASING OPERATIONS. FUEL }•ANY SEDIMENT THAT IS TRACKED ONTO W Q I•J ACTIVITIES DRAIN DOWN AND REMOVAL,AND OTHER ACTTIES THAT MAY RESULT IN DISCHARGE PAVEMENT SHALL BE REMOVED - 2'x 2"x 24•WOODEN d ~ OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMWATER RUNOFF USING SPILL IMMEDIATELY BY SWEEPING. THE ROJ`D Z •�' • PREVENTION MEASURES. SUCH AS DRIP PANS. CLEAN ALL CONTAMINATED SURFACES - SEDIMENT COLLECTED BY SWEEPING - E79511NG _ STAKE (TYP.) .Q O IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. IF RAINING OVER EQUIPMENT - SHALL BE REMOVED OR STABILIZED - FIBER ROLL - 3� MIN. Z 0 OR VEHICLE. PERFORM EMERGENCY REPAIRS ON SITE USING TEMPORARY PLASTIC BENEATH ON-SITE. THE PAVEMENT SHALL NOT THE VEHICLE BE CLEANED BY WASHING DOWN THE 4- MAX' - Q Z Z" . 16. CONDUCT APPLICATION OF AGRICULTURAL CHEMICALS. INCLUDING FERTILIZERS AND STREET. EXCEPT WHEN SWEEPING IN Y Q 0 PESTICIDES, IN SUCH A MANNER,AND AT APPLICATION RATES. THAT INHIBITS THE LOSS OF INEFFECTIVE AND THERE IS A THREAT R=25' MIN. U _ CHEMICALS INTO STORMWATER RUNOFF FACILITIES. AMEND MANUFACTURER'S RECOMMENDED TO PUBLIC SAFETY. IF IT IS LLINECESSARY TO WASH THE STREET. THE 4'-B-QUARRY 9J• / Z,,� APPLICATION RATES AND PROCEDURES TO MEET THIS REQUIREMENT. IF NECESSARY. - CONSTRUCTION OF A SMALL SUMP SPALLS 2' MIN. Q N SHALL BE CONSIDERED. THE SEDIMENT "� 5' MAX. e- d � O'' 17. INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY. AND DAILY DURING/AFTER A' WOULD THEN BE WASHED INTO GEOTEXTILE LL m r RUNOFF PRODUCING STORM EVENT) AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL SUMP. Q O I BMPS TO ENSURE SUCCESSFUL PERFORMANCE OF THE BMPS. NOTE THAT INLET PROTECTION DEVICES SHALL BE CLEANED OR REMOVED AND REPLACED BEFORE SIX INCHES 4.ANY ROCK SPALLS THAT ARE STEEL GRATE W oc - OF SEDIMENT CAN ACCUMULATE. _ LOOSENED FROM THE PAD AND END WASHRACK - - W UP ON THE ROADWAY SHALL.BE - - �c•I 18. REMOVE TEMPORARY ESC BMPS WITHIN 30 DAYS AFTER THE TEMPORARY BMPS ARE NO. REMOVED IMMEDIATELY. LONGER NEEDED. PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED DURING THE:'� ,- 12'MIN. THICKNESS ' REMOVAL PROCESS. 5.IF VEHICLES ARE ENTERING OR EXITING 1.11' oc o `THE SITE AT POINTS OTHER THAN THE 1p' MIN 19. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNATING A LOCATION WHERE CONCRETE TRUCK 'CONSTRUCTION ENTRANCE(S), FENCING EQUIPMENT CAN BE WASHED OUT. THIS AREA SHALL NOT BE LOCATED NEAR OR DRAINING SHALL BE INSTALLED TO CONTROL INTO A STORM DRAINAGE AREA. TREATMENT AREA. OR FACILITY. CONCRETE WASHOUT AREA TRAFFIC. 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SHEET C6.0. $\ ! 0 „i SENIOR LIVING .Y .: `I 1 i o BUILDING `_''`-- , _ •off. 12PLEX-B I O SOLID YELLOW 4•WIDE PAINTED PARKING STALL LINE. STALL WIDTH PER m f / O ACCESSIBLE PARKING STALL AND SIGNAGE. STALL WIDTHS PER PLAN. SEE c=. '.�.,,. .:•:.: 3 _ �• DETAIL 6. SHEET C6.0. 7.0' 24PLEX-B O CROSSWALK AND STRIPING PER DETAIL 8, SHEET C6.0. PROPOSED SITE LIGHTING. TYPICAL REFER TO ELECTRICAL PLANS. \ ,40.• _ 2 8 • \ i \\ I O9 PROPOSED STORM DRAINAGE POND. SEE GRADING AND DRAINAGE PLANS. CL PROPOSED ELECTRICAL APPURTENANCE. REFER TO ELECTRICAL PLANS. 8 •::I ,• <+ \\\'\ 11 DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. ` g I>' 3 \ \ Eil �. .\ 12 MAILBOX LOCATION. SEE ARCHITECTURAL PLANS FOR DETAILS. �•C 3 I `I m 6 ^� \\ \ 13 PROPOSED BIKE RACK. SEE ARCHITECTURAL PLANS FOR DETAILS. I �• • '�/ - `\ \\ 14 6- WIDE TRAIL SEE ARCHITECTURAL PLANS FOR DETAILS. W :_I t 5•0' ❑• B." \ I 15 PROPOSED SNOW STORAGE AREA- BUS p$ -.I ' •�,• •• •• � Ic.t`� i \1� 16 STOP LOCATION. SEE ARCHITECTURAL PLANS+FOR DETAILS. 5.0' S 12 I 1© STOP SIGN PER MUTCD AND CITY OF BOZEMAN STANDARDS. DRAWN BY: KJM 9.0, TYP. / _ 24PLEX-D ; / ACCESS PER CITY OF STANDARD DESIGNED BY: HMH / 18 02529 2, WITri�T•IEYFOLLOW FOLLOWING MODIFICATION. THE SECTION SHALL BE: QUALITY CHECK: KEW -6• UNREINFORCED,CONCRETE i 7 DATE: 9114120 I L -3•WASHED ROCK JOB NO. B18-006 -18•CRUSHED SUBBASE'COURSE" FIELDBOOK - XX a I`• °0' ( ( 2 �/ r MIRAFl:RS58011 GEOTEXTILE .. S ,�. I•`.. ;.•.' m I - T� - / r 19 SENIOR EXERCISE AREA SEE ARCHITECTURAL PLANS FOR DETAILS. 3' WIDE GRAVEL BIKE PATH TO TRAIL 7.0' PEDESTRIAN n.P } I I 2t PARALLEL CURB RAMP PER DETAIL 4, SHEET C6.0. TYPICAL AT ALL ADA v` ACCESS EASEMENT STALLS. :<I•-:I `- 3 -• .�a � I I i i © CONCRETE PASS-THRU PER DETAIL 7,-SHEETC6.0. L J '�:;• l \ j © SIDEWALK CHASE PER CITY OF BOZEMAN STANDARD PLAN 02529-14. L. =:c_:__}_•':._'�-._.i'_'_r_i:_'_.:`_—r__.__: —_ -- — --_— -- --—_--.—��--.--.--.--.\�••1 ONCRETE STAIRS. 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I RI 4733.70 D ° Z N I \ 0 IT! \\4 TN P u N X O� JS ` O (� W Z D 0 N ,N I OO O 0 O O O 0 - Oolm r z z_ z % z z O c?� I DS om oy�y oNi DZ;D z ° OON I Or C 'r Zpr ch Nm <0 O I m 2 rN �; �r �\ AO V A3: " \ I 0; m0 �A0 015 0 3 8 I o �ZQp v F'z Z r — 0 I o o SOm Or O rn c '• m0 J I MMS m O —1 ' �m IEN-470.02 A. 15+ 701 �m mo � •\ •1 \�\\, IE(S)-47 0.02 Si8 /2 0 \ RI -4734.504733.2 .�•1A m NN Py � O \ Fli F N Z N m N _ mO A 00 NrN O A 1) m9 0 i TA tl • I m 9 O boo O J mX �f•'� I O m �N O A�N N m 00yN N \\ Om 4733.6 0 IE N-4 30.17 STA. 16+3094 \\ SUB #1 t .4.6 \ P A pP P( Ael A P m 1 0 0 0 0 _! 8. 20 SIfE_P.IAN REVIEW_20153_f1EV.1 ARROWLEAF PARK AND PERENNIAL PARK• o z m C 2$ _2_9/11/20_RESPONSE TO_GIT 0_RE@EW COYYEN7S 602EMAN,MONTANA - n 0 4 o TD& N n CD 00 STORM DRAINAGE x 'Engineering B S >z PLAN AND PROFILE m m sm 406.588.0277•Whengining.mm =xx _ `3 REV DATE REVISION POND B .,, Atli 1 7�{N .15151 ESE - 4 'Ox 24PL /C/ • / I� '* // i/ -\�- ��i� '-r- - v I ".,,��0,4AL `c`�`` FF=4731.50 . / �- 47} 1 1 j _ # ! \ 4734``-� I / -4735 II I 4736 $ I q� l 1 . I 1\COMMUNITY 12PLEX-B = - s CENTER FF=4735.25 24PLEX-D / I I L !q� ! z ° \ FF=4734.50 1• FF=4735.75 / I ryo / 1 / I 5 IE=4730.25 I SDCB #11 �y,!et; i I _ - -- - --- - 1 __ 0 30 60 90' m 2't I , y � B 12 / u L "` I I I I I I g' J�� v� i / � - -- - - - -- --- e - _� - •-- -- - .) / SCALE ��, 1 O.l I L=18 .4 / SOC 8 I w o W w w/'-� / w ��w w�! w '\ I I •� 1 w •� � 1 i �, i i•' 11 1 ri--1 I I r� � I ' PLAN > • \\ E CONSTRUCTION NOTES F 1 O INSTALL STORM GRAIN INLET PER CITY OF BOZEMAN STANDARD PLAN 02720-1. \�� •C � :.,.��.:.... �� cG.::=.c, �..r a" _`� ___..._+....�7...�.•. RIM AND IN1/ERTS PER PROFILE. •� x. __ 1 1 _ W s INSTALL STORM MANHOLE PER CITY OF BOZEMAN STANDARD PLAN 02720.5. RIM AND INVERTS PER PROFILE. MANHOLE BASES SHALL EXTEND 6' BEYOND THE ---/ -_ - 8 BARRELS. vF O INSTALL RCP STORM DRAINAGE PIPE. LENGTH AND SIZE PER PROFILE. BEDDING Jt - DRAWN BY: KJM AND BACKFILL PER MPWSS STANDARD PLAN 02221-1. yy_.r_Ty— DESIGNED BY: KJM ® PIPE OUTLET INTO POND. SEE POND DETAILS. SHEET C4.6 FOR POND i I_!P _w �• // QUALITY CHECK: HMH INFORMATION. SDCB 7 DATE: 9,1420 -1' - JOB NO. B194M INSTALL COMBINATION STORM MANHOLE/INLET PER CITY OF BOZEMAN STANDARD / RELDBOOK X% PLAN 02720-1B. RIM AND INVERTS PER PROFILE. / © CONNECT 4• SCH 40 PVC FOUNDATION DRAIN TO CATCH BASIN. SEE I SDCB 6 ARCHITECTURAL PLANS FOR EXACT LOCATION AND DETAILS. Y Q a ' J Q Z Z LLJW J 4745 o 4745 Z Q n n O O N O O N ^O pp O� e m v0f O W < Z O +m^ +mn mn a^ EXISTING i o� �n +�^ a 0 Q a Q Q/ 4740 GROUND ED m n ^u II _o 4740 Z a c1� 0� a0� in v0iz GROUND �� 0- Na a_ rnv0¢ ��a nz PROFILE Gwrc rnmz Y Q Q a W Z ELEC 4735 Q N 4735 _ - - - - - - - - '_ IN CONDUIT IN CONDELECUIT IN CONDUIT � I — — _ _ — a -IGAS/ELEC I _ - - ELEC I I I.L m a IN CONDUIT IN CONDUIT1 4730 — — I Q WATER /"6•WATER 4730 J WATER 8•WATER 0{ I SERNCE I SERVICES SERVICES WATE e SERVICES J� n n n o—SEWE(2 N N �-SEWER n^ r o v 4728 0 r^ EWER- q 16°i. SERVICE SERVICE �°' B'S o n 8'SS 4725 n m SERVICE m N r n n^ ^o m ^a n< ^n 24' RCP SD a e 21 R�P SD u u u 18• RCP SO d L 15• RCP SO 30• RCP SD II L=66.5' Q u 30' RCP D o 0 30- RCP SD L `o L=90.0' L u L-1 7.0• S 0.0028 u N 5=0.0025 z a L=60.0• L-162.5 L 49.5• z v� 5=0.0015 z w 3 _ u tr 5=0.0011 z m S=0.001 fyL((� _ 4 z v S-0.0020 yJ W W I -- S-3.0009 -- -- 4720 I 4720 mcqm a m cq ao m ^ n n n n n n n n ^ ^ e 11+00 12+00 13+00 14+00 15+00 30 16+00 17+00 18+00 18+30 B19 3C4tTORM PP.DW PROFILE SHEET C4.4 _I , 4 — � � _•GS , . - I I• \ . , a rr .4740.1 IE(N)=473580: DC8 013 -cn � I 10 1 \\ IM-4739.85 ' ' x ' IE S=4735. 6• ST 1 +19 1 Rt . . IE(E)=4735. 6 DMH Q4 IM=4740.50 860 ON0 4740.6 "p� I111� \I I I -ni3M I Mo �+p m , A •I I ��5 I / O g _ I I m c anNo /al II I I , I. � I 1 I I C I 1 1 Ip CAM °X Z 71 o0N. 4741.4 I r o czi I I I I r-T m1737 I 1 11 I l 4736 IE W-4 35.25 STA. 11+9 75 \ IE(N-4 35.15 SDMH 15 / 1 I ' 'I• - N 6 RIM-4740. 473pi 7.6 010 INiI " _ I o�N _ \ , •``\ I I ice/ / r\� , o 'cx mop.' u 3 1 1 nj Vd — K IE�473.75 'Sf t3+35.80 , PI OUTLET O P p Z x _ A A AX . . .°A Z Q - m, G °_ .' m D m I .. .� p o 90,. m O Ct sq+ ARROWLEAF,PARK AND PERENNIAL PARK - - M`°°°° 4 -- t e a X snE MR REVIEW :oiu .v_.t _ A m D� y 2—9/11/YO RLWONSE TO M OEO_KVIEW COYMKS m K e4;, BOZEMAN,MONTANA 0 Z 1 I - q 1 - m m x 05 I Engineering 00 STORM DRAINAGE . 408.586.0777•Wheng1naedn0.mm ,$ ♦ ,.a•- - O PLAN AND PROFILE =3' REV DATE REVISION . ' CONSTRUCTION NOTES - ; NAIBNG .151 E NOTE: ALL ITEMS TO BE INSTALLED PER CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. t, "ti��0,0AL •`� STORMWATER DETENTION POND PER DETAIL 1, THIS SHEET. POND BOTTOM ELEVATION PER O - PLAN. HYDROSEED WITH ORYLAND MIX SUITABLE FOR THE REGION. (�^ O EMERGENCY OVERFLOW SPILLWAY PER DETAIL 2, THIS SHEET. $ ! 0 PIPE OUTLET INTO POND. SHEETS C4.3-C4.5 FOR PIPE PROFILE INFORMATION. sI ® CURB DROP INLET PER XXX. SEE GRADING PLANS FOR ELEVATIONS. Hi ! 0 O5 INCORPORATE EMERGENCY OVERFLOW SPILLWAY INTO GRAVEL TRAIL na 13' I 11> ! > I > A i� \/ I I- . IA B \\ It 2 u a I \\ I \\ \ \ /I \ E I I POND"A' ,� / \ 4 I \( I \ ( C u B \ 3 POND'C' POND"B" o a ^ \ %*1\ •C `v 4729 C \ IOE C m 4730 UJ I I l \�� 4731 -- -.•- f�=��-� � -��.�-�-__'_.-� � _ � .. _._..-_ac,� + — "�'Z :3-1_ �' .+'....�"�`j.:�/......�__ _=i1i. \ \ / 4732 —C \ / 9 4733 D — — — — — — \ ID 4736 -47 \ I / \ DRAWN BY: KJM I I \ DESIGNED BY: KJM r-I 1 •! I HMH 3 L_J 3�1 I \\ J DATE: 9114120 B19 OB CHECK: Los i — I POND "A" POND "B" POND "C" FlELOBOOK XX FINISHED GRADE POND BOTTOM EL-4728.50 FINISHED GRADE POND BOTTOM EL=4728.50 FINISHED GRADE POND BOTTOM Q=4734.75 .. POND BOTTOM AREA PROVIDED - 1985 S.F. POND BOTTOM AREA PROVIDED - 3186 S.F. - POND BOTTOM AREA PROVIDED- 2246 S.F. POND CAPACITY PROVIDED - 4382 C.F. POND CAPACITY PROVIDED - 6298 C.F. POND CAPACITY PROVIDED - 5102 C.F. POND "A" BOTTOM POND 'B' BOTTOM POND "C" BOTTOM !CHORDI LENGTH CHORD LENGTH CHORD LENGTH A-B 56.4 A-8 32. B-C 85.1 B-C 5 4. C-D 27.5 C-D 619 C-D 1 44.1 D-E 19.1 Y f� 0 20' 40' 60' a I I I 1 I I I J S C A L E Q Z Z W H W /L, Q IA v' Z Q /L Z TOP OF BERM 00 W Z2 o 6' ✓ Q ZFINISH Q GRADEEO 3 Y m Z � Lu p 4 d O O a i �1 TOP OF BERM LL m U) RESURFACE WITH 6'TOPSOIL Q •� AND SOD TO MATCH EMERGENCY J PRE-CONSTRUCTION CONDITIONS SPILLWAY 6' TOPSOIL. SEE CEOTELANDSCAPING PLANS FABRIC TILE FOR PLANTING DETAILS O FABRIC 1 OVER-EXCAVATE AT POND LOCATION TO A TOTAL DEPTH SCARIFY AND AVOID OVER 3 ac OF 1 FOOT. COMPACTION OF EXISTING It 2) SCARIFY EXISTING SUBCRADE AND TAKE CARE NOT TO SU8GRAOE POND 1 Q OVER-COMPACT SOIL PRIOR TO PLACING DRAIN ROCK. DO NOT ALLOW HEAVY EQUIPMENT (INCLUDING SKID-STEERS) IN SWALE LOCATIONS. 12' TO 18' BURIED RIP-RAP STTORMWATER DETENTION POND (1 OVERFLOW OW SPILLWAYSCALE: NOT TO SCALE SCALE: 2 SCALE �I—.-..D.EID4 SHEET C4,6 E BARTER LANE - - - _ - i• *' •�,wiHGt .151 E: - o A,a m 501 WATERCOURSE SETBACK 'a. - I 30'WATERCOURSE SETBACK ¢I WETLAND LIMITS POND CONNECT TO EXISTING 6' I I I /I 8'SEWER LINE,TYP. SEWER SERVICE STUB SEE SHEETS C5.1&C5.2- �y `I ROWHOUSE A /"- 8 WATER LINE,TYP. CONNECT TO EXISTING 12' -I 1 SEE SHEET C5.3 WATER SERVICE STUB // ,.( '11 �� •/ ` _, o•- - — E— -- -- / ROWHOUSE B 8 ' IIEEE -s E POND BAil IIL /.I 1 ... EXISTING FIRE HYDRANT W / I FIRE SERVICE,TYP. 12PL'EX-A 4 I I WATER SERVICE.TYP.- 4PLEX` LIGHTING, BY: KJM LIGHNG, !I _ DESIGNED BY: HMH YR Ir QUALITY CHECK: KEW I: I I1 DATE: 9114120 I I I I f I I '• SEWER SERVICE,TYP. ` JOB NO. B19L08 + i FIELDBOOK XX STORM DRAINAGE.TYP. . . I , / I 11/ .. - I• 1 SEE SHEET C4.3 24PLEX-A I - - STORM DRAINAGE,TYP. f SEE SHEET C4A NATURAL GAS,TYP. 1 CooRDINATE WITH GA\S CONNECT TO EXISTING-S- , l COMMUN \ COMPANY - y BUILD( WATER SERVICE/j I i ' i \\ - 4'WATER SERVICE 6'FIRE SERVICE-- i \ r � (POWER.TYP. EXISTING FIRE HYDRANT 'COORDINATE / I I, I WITH POWER Y I � COMPANY 24PLEX-B f2PLEX-B SENIOR LIVING I I I BUILDING I I I Q _ Z 1 I NEW FIRE HYDRANT.TYP.' I I , \�. - W Q a.�i: W a 4PLEX- , - - - w dSs z ~ . - - S'_ WATER UNE.TYP. _ REMOVE EXISTING VALVE AND I I I I - SEE SHEET C5.4 I ( I - _ I Y J z10 LF.OF WATER MAIN AND I - Ir SEWER LINE,TYP. I , I - •• PLUG TEE AT MAIN. _ _ SEE SHEETS C5.1&C5.2 d m W r \ ) LL > EXISTING ONG FIRE HYDRANT t � 10.00' /POWER I W 'FfSEM Q TYP. I 1 30.00' UTILITY (POND 0- r EASEMENT. TYP. I SITE LIGHTING. \ . X1 f"I TYR Q I I I COMMUNITY HEALTH FAMILY PROMISE / + I .PARTNERS COMMERCIAL BLDG B COMMERCIAL BLDG A � E I b I I. Sa WATERCOURSE SETBACK fi // 3a WATERCOURSE SETBACK -_ ------ WETLAND LIMITS d TSCHACM LANE 0 60, 120' 180' 3-. 1/d I I I I I I I S C A L E I — _ 81900 5.0-0VERALL UTILITY.DW SHEET CS.O LU y.•.. Of r,�tZ T`A7' 0 ROWHOUSEA Vj O // �� FF=4735.25 wrE51 E. # LT' WAMNG Q \ \✓� 2 6'$EWER ENTRY 3 TYP• z r N .151 f` RIM�4734.57 2 6' SEWER ENTRY SSMH O IE=4724.70 I RIM-4734.07, '•..,,•04ALM••„•ro' IE-4725.28 i ROWHOUSE'8 - J I 0, I e 6' SS o FF=4734.75 i I 10 0 L=23.7' - ---- --' - 8� � �5�0.0200 8' TYP. L=21.7' - 24-PLEX C i i z 1 ) _ 4 S=0.0200 8'SEWER ENTRY 2 ' 1 -IX. 8'SS w w w RIM-4734.40 FF=4734.50 \ o a j y L=43.7' w �� IE=4727.00 \ ^' 5 12-PLEX B $=0.11 1 - ---- -- t- "73\� a FF=4735.25 24-PLEX D ' EX NI 1FF=4735.75 o; I R733.96 L�3 3 " I CENTER • ° �` I I��-a723.o7bi IE(H)=47.2_2.97_ 1s=o.ozo o > 1 1 � 1 7 4 Tom• �, .80I FF=474.50 7 R N a-SEWER s'SEWER ENTRY z a-SEWER EN 2 R SSMH 2 RIM=4734.40 IE=4 IE=4727.8 2 B' SEWER ENR RIM-4735.93 IE=4728 IE=a72a.39 ° ti•oao': Ii'II o N L ---- 1 0 6'SS E E 3 SSMH 8' j 1 L=83.1' 5-00200 4' S5 4-SS L=41.1' -L=37.1' - - -•L=37.1' - + - -S=0.0200 +00 s.s' 15+00 16+00 S-0.0200 17+0 S-0.0200 18+0 MI p �- �- 11.0 SSMH 6 �v w U w w - w- w w - w w - w - --- - w 1 � � /[ 9.5' - 4-SS E L-49.8' 30.00' UTILITY I r 1 SSMH 5 3 TYP. �^ SEE SHEET C5.2 So d S=0.0200 EASEMENT.TYP. C c 6' SS V 0 30' 60' 90' o/ L 8. L=SB.a' d s I I I I I I * S-0.02' S=0.0200 y SCALE 4�14- -- _ S 0 0200 3 I{ --v�- -•..�. - - - - .. .... - :y. a:- sz _�_ _ / / HI SEWER ENTRY 2 _ - R SFWFR FNTAY�2 - ° 1 I� 6' SEWER EMR! 2 _ - - W - o 1 HIM-4734.85 _ - 121gLEX°A IM=4734.9 [4•PLEXA RIM=4735.90 •24dq.CK T) x .,�,�R==R..'-,.` -.. -. _1. CONSTRUCTION NOTES IE=4726.08 FF=4734.75 IE-4726.84 FF=4735.00 IE=4727.67 FF=4736.00 v8 NOTE:ALL ITEMS TO BE INSTALLED PER CITY OF BOZEMAN MODIFICATIONS TO MONTANA PLAN - - Z -A DRAWN BY: KJM PUBLIC WORKS STANDARD SPECIFICATIONS. UNLESS OTHERWISE NOTED. DESIGNED BY: KJM O) INSTALL SANITARY SEWER MANHOLE PER COB STD DWG 02720-3. RIM AND _ SEWER SERVICES 0 3O• 6D• 90• QUALITY CHECK: HMH INVERTS PER PROFILE. MANHOLE BASES SWILL EXTEND 6' BEYOND THE BARRELS. I I I I I I DATE: 9J1420 STATION SIZE L.F. LT/RT Joe No. B19m6 O2 INSTALL SANITARY SEWER CLEANOUT PER COB STD DWG 02730-4. RIM AND 10+69.63 6'SERVICE 37.3 RT S C A L E FIELDBOOK XX INVERTS PER PROFILE. 11+00.39 6'SERVICE 23.7 LT O INSTALL 8'SDR-35 PVC SANITARY SEWER PIPE. LENGTH AND SLOPE PER 12+60.17 6'SERVICE 21.7 LT PROFILE. BEDDING AND 8ACKFILL PER COB STD OWG 02221-1. 14+04.88 4'SERVICE 49.8 RT 14+71.73 6'SERVICE 83.1 LT O4 INSTALL SDR-26 PVC SEWER SERVICE PER COB STO DWG 02730-2. SIZE. 15+53.29 6'SERVICE 58.5 RT LENGTH AND SLOPE PER PLAN AND TABLE. 16+26.84 4'SERVICE 37.1 LT - O CONNECT EXISTING SEWER SERVICE STUB TO NEW MANHOLE. CONTRACTOR TO 17+08.42 4'SERVICE 37.1 LT FIELD VERIFY EXACT LOCATION AND INVERT ELEVATION PRIOR TO ORDERING 17+36.61 6'SERVICE 58.4 RT MANHOLES. - 18+51.74 6'SERVICE 41.1 LT 4745 a {a' 4740 1 f=1U 2 0 =1 {S��1 Z 1- WrW Q ZLuW EXISTING GROUND ORDFILE ILL WATR � E L W O 4735 PROFILE (FOR ELEC IN ELEC J REFERENCE) CONDUIT IN CONDUIT _ a' Z Ix _ \ IN CONDUIT - - - Z E CL > Q I24' SO I - - Qz Q Z IE 4728.89 4730 WATER CASOELECNDU 11,,'3 SO w Q SERVICES - - WATER IE-470.08 SERVICES IN CONDUIT o Q IV aO N 4 in ans C e e WATER- 0 I ib n o m o SERVICES n + N e ut+ V+n (SLEEVED) rn.- W m VIS N N< N� �N VIA VIA N� J WATER w m O N ++ w o �^ m ut n SERVICE 4720 +a-j1F 8'-� a m a' PVC SS H B' PVC $S N (SLEEVED) 8° PVC SS e^•I 9 1 PVC SS 8' PVC SS w+B' PVC SS a.+.I 82.8' +n L=257.5' ^ L=250.2' + z W L=43.7'f ++ L�183.8' c l L=38.7' n a 540.0040 1 1 5-0.0040 u l S-0.0040 1 1 a W W S-0.0040 3 1a11 S=0.0040 0 $-0,0040 0 Z N 5• Iz N Iz Ic xxx W FW_ _ 4715 - __ 30 o n o m m m m n n 9i m O1 m n n n n 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 1! 819 6-CSA-CStEWER PDW PROFILE ED.C5.1 0,.. .•,,,„„N `!. i_ 24-PLEX D �a��KEITH E. . . '.FF=4735.75 2 6.OSEWER ENTRY .151 E• ' SEE SHEET C5.1 l . e' 0 30' 60'. 90 ea Z -)0 SEE'SHEET CS 1. 1.I I I I . . . . W W U 11.SSMH. 6, LU I S CAL E oo � rn F +I , . COMMERCIAL CONSTRUCTION NOTES ' ff i FAMILY PROMISE - �•o NOTE:ALL ITEMS TO BE INSTALLED.PER Cltt OF BOZEMAN MODIFICATIONS.TO MONLWA .I FF=4739.00 ' I: PUBLIC-WORKS_STANDARD SPECIFICATIONS. UNLESS OTHERWISE NOTED. Ir I _ .. .. .. .. IM AND, 24-PLEXB 2 RIM=4738.90 /. O,INVERTS SANITARY 'BASES SOHALL,EXTEND 6?BEYONORT1iE BARRELS.. FF=4736.00 I - E-4729.54 I .I 'I INSTALL SANITARY SEWER CLEANOUT PER COB'STD DWG 02730-4. RIM AND _ . - / I INVERTS PER PLAN. SSMH 7 _6. -- I.. - PIP LENGTH AND SLOPE PER' - 3 lYP .La�D, INSTALL 8' SOR 35 PVC'SANITARY'SEWER E LE ,# I SSMH 8 PROFILE. BEDDING AND BACICFlLJ"PE COB STD DWG 0 i. \. 1 5�0.0200 _ 4 IYP. \ _- C R STO DWG 7 -2. 9� / I _ �® INSTALLE6'SDR 26 PvcSEWER SERvi E.PE� COB � .02 30 � LENGTH AND SLOPE PER PLAN AND TABLE." 8� . \ 21+0 9.5' Z C_ 11.0 1 SSMH�91 ' -RIM=4735.62 2 ^ 8' _ L=47.5 I.N SEWER SERVICES W 5 IE 47zsso s-o.o200 I�\ STATION SIZE L F TT 30.00' unLrrr. L . EASEMENT.TYP. II -i I' .I 20+03.29 6- SERVICE 94.4 RT. .. .g 6'SS 6'SEWER ENTRY 2 I 22+16.88 '6' SERVICE 40.0. . . LT - I. 22+21.88.' 6'.SERVICE. 47.5 RT 1=92.4' RIM=4739.90 - . S-0.0260 - IE-4729.69 - .DruwN BY: .KJM . - IHI COMMERCIALA v. � , - - DESIGNED BY: KJM - - QUALITY CHECK: HMH - . COMMUNITY-HEALTH PARTNERS . . . . .. - - .. . . . FF=4740.00 DATE: - - 9nM20 - JOB NO. B194" SENIOR LIVING CENTER FlELoeooK -XX - - 'FF=4736.00 6'.SEWER ENTRY 2 - f PLAN . RIM-4735.90 i - 00 - - 4750 - - 4745 - c FINISHED d z GROUND GROUND.ISTING ri1 YI m a+ m�"�^ PROFILE PROFILE _ - - - rnvlz �'� Gla. . J - _ Q Z. W W LL o0 735 W Q w < . � p 4 ao : � a G , ci Z � N ADJACENTu�i n N np 4725 ~ - . REFERENCE)(FO m Q.N .. N _ CE) d S=0.0040 4720 n e PVC ss. :i 8.PVG ss. ^< a s �114.8' .' a L 61.T p - W 9 0.0040 W _ S= .00no J. ' Z .' Z U1 O 30' 4715 n - n - - . .. .. . . 19+00 - 20+00 - 21+00 - 22+00 22+35 . . - . PROFILE B19 &C5.1<S2SEWERPP.DW SHEET C5.2 sl ROWHOUSEA - OjKEITH E. #/` V1 \ 1 FF=4735.75 WAKING ? _ WATER SERVICES WATER SERVICES 1 .1s1 E 1 STATION SIZE L.F. LT/RT STATION SIZE L.F. LT/RT 9 10+70.72 2" DOM 69 LT 15+81.40 3 4' DOM 74 LT-TYP •''w 7aYAL `,.''••� \ 8 - -- -- -- -- y- -- 4 10+72.72 2' FIRE 65 LT 16+20.00 2' FIRE 71 RT ROWHOUSEB \ FF=4734.75 13+46.45 2' DOM 124 LT 16+22.00 2' DOM 67 RT ' Y,j \ I 0 '•e } v 13+48.45 2' FIRE 130 LT 17+20.00 1.5' DOM 129 LT j D• l - e - - - _ 13+56.45 2'DOM 142 LT 17+22.00 2* FIRE 133 LT I$- 13+58.45 2'FIRE 138 LT 17+32.75 2' DOM 100 LT ! i +24.50 1.5'OOM 48 RT 17+34.75 2' FIRE 96 LT ' 1 +0 j 11+001 12+00 S , ! z -+-i 14+26.50 2'FIRE 52 RT O W ! •-1--er r r r sy� 14+35.38 2'FIRE 73 RTcr cr I \s� 14+37.38 2'DOM 69 RT i o 9 RT.184.90, 6 2 I ° 24-PLEX C FCOHYD=4733.85 FF=4734.50 / G ma j o CONSTRUCTION NOTES ^N� COMMUNITY ° NOTE: ALL ITEMS TO BE INSTALLED PER CITY OF BOZEMAN MODIFICATIONS TO MONTANA TYP. CENTER 1:- B 8 PUBLIC WORKS STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 24PLEX D I FF=4734.50 F TYP• FF=4735.75CONNECT TO EXISTING 1V WATER STUB W/ 12'x8'REDUCER AND 8'GATE VALVE. CONTRACTOR SHALL COORDINATE CONNECTION WITH THECITY OF BOZEMAN PRIOR TO CONSTRUCTION. mi 8' DUCTILE IRON WATER PIPE. TRENCHING AND BEDDING PER COB ROWHOUSTYP STD DWG 02221-1. MAINTAIN 6.5' MIN. COVER OVER TOP OF PIPE. FF=4734.7 11 u 30.00' UTILITY r -- - C WATER MAIN SHALL BE ZINC-COATED CLASS 51 DUCTILE IRON EASEMENT, TYP. L. •c' Y 0 30' 60' 90 MEETING AWWA STD C151. E E 8 I I I I I113I I c S C A L E O3 8'x 11.257 D.I. HORIZONTAL BEND. 8'x 45' AND 22.5' O.I. HORIZONTAL BENDS. 9 10 A C s Lu OS 8-i 90' D.I. HORIZONTAL BEND. -- -1 00 11.0 15+UU 16+00 - --- _`_ 17+0 0 -`I L;=-.•+, _"•.=� - N �,,,� r---F- -r © FIRE HYDRANT ASSEMBLY PER COB STD DWG 02660-4. 4 - - 9.5' - - - - - --- $ O7 8' D.I. GATE VALVE. u 1 I "--' --2 � SEE DRAWN BY: KJM SHEET DESIGNED BY: KJM O 2' COPPER DOMESTIC WATER SERVICE i0 BUILDING PER COB STD �� C5.4 DWG 0260-15. SERVICE SHALL BE COPPER, TYPE K. ANNEALED, DUALITY CHECK: HMH MEETING AWWA STD CBOO. zDATE: 9%4/20 JOB NO. B19-006 Fl01 ELDBOOK XX 0 026 OP15R SERVICE E�SHALLLIBE COPPER.(TYPE K. ANNEALED MEETING AWWA STD CBOO. 6 STA.. 15+52.81. 11.5 ORT. 24PLEX B' 10 3/4" COPPER DOMESTIC WATER SERVICE TO COMMUNITY CENTER 12•PLEXA 24-PLEXA FGOHYD=4734.38 • FF-PLEX00 BUILDING PER COB STO DWG 02660-15. SERVICE SHALL BE COPPER. FF=4734.75 FF=4735.00 TYPE K. ANNEALED. MEETING AWWA STD C800. 11 CURB STOP. TYP. ON ALL DOMESTIC WATER AND 2' FIRE LINES. - Q 1-1/2- COPPER DOMESTIC WATER SERVICE TO BUILDING PER COB PLAN 0 30' 60 90' STD DWG 02660-15. SERVICE SHALL BE COPPER, TYPE K. ANNEALED, MEETING AWWA STD C800. ' I I I 13 INSTALL RIGID INSULATION OVER WATER LINE AT STORM CROSSING. S C A L E INSULATION SHALL BE 4' THICK. 4'x8' SHEETS RUNNING THE LENGTH OF THE WATER MAIN. CENTERED UNDER THE STORM DRAIN CROSSINGS. Y 4745 d J Q Z 4740 w Z W o o o GROUND L1.I Q ED EXISTING '�'' xi J o n �j n n F GROUND GROUND a? m oa m N m and PROFILE PROFILE �' m Q Z 1L 49 mm3 C4 n n '�m3 d ~ O 4735 Q ELE IN /ELEC - _ _ _ j EEC Z 0 CONDUIT GAS -IN NDUIT 7N CONDUIT 13 Q Z W Z 13 IN CONDUIT�- - _ - - - - - Bp. MIN. Q E••- 4730 - _ - _ 6-5531[ 18" SO L W Z IE-4730.11 �( IL m a. 47u D y LL IE- 728. -U �- s Q o .5' MIN. g 4 S 6' Svco a ¢ 0 6'SS SIC o S o g J it - o CE N x) O ' N N N N N OnN N N N 4720 b N N N 1•1 _ - N O n 6' SS SICL ADJACENT SEWER LINE PROFILE (FOR W 1 b1 w REFERENCE) 5' I Q 4715 30 a m a n "rl n o m R n n n n n n n n 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE 818 6-05.3-05.4WATER PP.DW SHEET / KEITH E. WARING 24-PLEX D - Mae .751 E FF=4735.75 0 30' 60' 90' 1 1 S C A L E I - CONSTRUCTION NOTES o N Wa r, I + 0 5 NOTE:ALL ITEMS TO BE INSTALLED PER CITYOF BOZEMAN MODIFICATIONS TO MONTANA N rn t=i1 O PUBLIC WORKS STANDARD SPECIFICATIONS. UNLESS OTHERWISE NOTED. pj,5I. Ol CONNECT TO EXISTING 12-WATER AWN W/TAPPING SADDLE W/ THRUST BLOCKING.Go lo� CONTRACTOR SHALL COORDINATE CONNECTION WITH THE CITY OF BOZEMAN PRIOR TO = CONSTRUCTION. i I I O2 8* DUCTILE IRON WATER PIPE. TRENCHING AND REDOING PER COB STD DWG 02221-1.MAINTAIN 6.5' MIN. COVER OVER TOP OF PIPE. WATER MAIN SHALL BE ZINC-COATED CLASS 51 COMMERCIAL B W I DUCTILE IRON MEETING AWWA STD C151. 3! j o FAMILY PROMISE I I O3 8% 22.5 HORIZONTAL BEND. _ I FF=4739.00 24-PLEX B I I 7 ® 8% 4T AND 22.5• HORIZONTAL BENDS. �NI FF=4736.00 I I C I UJ g OS 8% 90' HORIZONTAL BEND. = © FIRE HYDRANT ASSEMBLY PER COB STD DWG 02660-4. �� 4 t3 g U IJ STA.. 17+BB.60, 6 I ` 19 w •Y LJ = O 8-GATE VALVE. FGCHYD=4735.42 I 7 .o• 9 �• I F O 2" BE R. COPPER DOmEsnc WATER K. SERVICE CEDT MEETIN BUILDING PER S C800.COB STO DWG 02660-15. SERVICE 9.5' O9 4- DUCTILE IRON FIRE SERVICE LINE TO BUILDING PER COB S OWG 02660-15. SERVICE C TD ZO+ps 18 TYP. I SHALL BE ZINC-COATED CLASS 51 DUCTILE IRON MEETING AWWA STD C151. A. E t 10 21s59- 22 0 2 1+ 6 . 0 " DUCTILE IRO .0 '6 0 r+v r v t0 N FIRE LINE TO BUILDING. SERVICE SHALL BE ZINC-COATED CLASS 51 DUCTILE \ / 14 9.5' 1 IRON MEETING AWWA STO C151. v 1 10 \ ^ I 7 11 4' DUCTILE IRON DOMESTIC WATER SERVICE TO BUILDING. SERVICE SHALL BE ZINC-COATED .0 s 15 >� •r• 7ommE 19 ' 1 CTILE IRON MEETING AWWA 5T0 C151 W $16 30•00� lJfllllY • . CONNECT TO EXISTING 8'WATER SERVICE STUB W/ 8'x4' REDUCER. CONTRACTOR TO�a'UTypRDINATE Wlht Cltt OF 00ZEMAN PRIOR TO CON 13 B-x6•TEE. DRAWN BY: KJM A ODESIGNED BY: KJM 14 6'GATE VALVE.COALTH I I'•. I \i DUALITY CHECK: HMH s PARTNERS 15 6'. 45' AND 11.25' HORIZONTAL BENDS. DATE: 911420 • '. FF=4740.00 JOB NO. B19-0O6 SENIOR LIVING CENTER 16 6'. 11.25• HORIZONTAL BEND. FIELOBOOK xX FF=4736.00 6'x 90' HORIZONTAL BEND. 18 CURB STOP. TYP. ON ALL DOMESTIC WATER AND 2' FIRE LINES. WATER SERVICES t9 4'GATE VALVE. TYP. ON 4• FIRE LINES. PLAN STATION SIZE L.F. LT/RT 19+45.31 6'FIRE 270 FIT 22+02.55 4'FIRE 46 LT 22+04.55 2-DOM 46 LT U u 22+25.46 2'DOM 22 FIT 22+27.46 4'FIRE 1 22 FIT 3 ----- . Y — ` — — - -- a J 11 Q t 4745 Z EXISTING FINISHGROUND ~Z W Q J GROUND ^-m aI Z o ^o� PROFILE PROFILE I ' N 3 W a ILL O y 4740 a Z Q aI m W O+i Nto + •3 I N Z Q I Q W N-CONDUIT 4735 Y Q Q CONDUIT Q N 6'SS SVC 4730 U. m a. 18"SD o ¢ * Q IE=4730.11 S ui 6" SS SVC c H a J N n� 4725 O 4720 1 A 6 w w 5' 30 4715 m n n n 18+00 19+00 20+00 21+00 22+00 22+84 PROFILE B 4 WAT 19 .... ER PPAW SHEET CS. 4 1.5' WIDE CHANNEL 9 KEITH E. i = 3' THICK - 5 UNRONFORCED - - A•AR(pG I 5 >!e ASPHALT PAVEMENT CONCRETE PAVEMENT SSIDEWALK EE DETAIL RAGING CURB 6 -O o sTANDA(A aura '-6' 6' ' 6'-6' SIDEWALK LANDSCAPE ISUND o SDEMAIK ''•�/OY ��• o°0000°0000 0 0 00000 p o °o°oo°oao 0 0000000000 0 000ao 0 000 00 0 0o0o°000pop 1 rr( Kz' 3 000a000000000 00° 0000°o°0000 o°000000000°o oa°o 000000000°000 `I o 12H:IV 0 0 0 0 0°0 o M ui 1 o \a 6� THICK CRUSHED GRAVEL yTII� 4- THICK CRUSHED o. COMPACTED SUBCRAOE BASE COURSE "J ' GRAVEL BASE COURSE as Hoof a 0' I S 18' THICK CRUSHED GRAVEL COMPACTED SUBCRADE 18'THICK CRUSHED TRUNCATED DOME BACK OF CURB + I (u 951C ASTM 0698 SUBB4SE 95%AsrM D698 SUBBASE COURSE WARNING SURFACE FLOW LINE OF CURB SECTION A + 1 �. CEOTEXTILE MIRAFl RS480i OR APPROVED EQUAL GEOTEXTILE MIRAFI RS480i OR APPROVED EQUAL ASPHALT CONCRETE DRIVEWAYS i PAVEMENT SECTIONS TYPE 1 ADA RAMP " SCALE NTS SCALE NTS o c 9OLlYAl1( a II i o 8.4-(0.45') .. - • arm+ cziD 24 9' 2• NEW SIDEWALK LANDseAPc ISLAND 1� 4- TOPSp • 3 I 5• SIC MAX E. vrIm L'TYP •a ru+•aort Q r _ 12' • •a' TYP. �. 75' � CONCRETE PASS-THRU �� 9- o.b... •-4 SCALE NTS ,C 0..0 n s a,a,a,a,a,p,a,a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 1-.D•, , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 wi BASECRUSHED GRAVEL O O O O O 000 O O O O O O O O O - - i - BASE- 3•MIN. 0000000000000000000000000000000 SUB-BASE COURSE TRANSITION AREA AS REOUIRED (12" RUN ATED I�B'� DRAWN D JM TRUNCATED DOME BAR WITH 24• NO.S I DESIGNED BY: HMH WARNING SURFACE CURB. 3' INTO BACK OF DUALITY CHECK: - KEW CURB. 3'CLEAR DATE: 911420 CAMPACTED SUBCUDE BUTT-TYPE CONSTRUCTION JOB NO. B1p-008 JOINT (TYP) FIELDBOOK XX '--CROSSWALK. 4' SEE DETAIL® + .• 4 �•_��'Pa r sLaPE `�Az sf 2s MN SEE PLAN HAND TOOLED CONTROL °— JOINT (TYP) DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPLL CURB. TYPE 3 ADA RAMP MINIMUM SCALE NTS 4500 PSI I INTEGRAL CONCRETE 1. SubWoEp or Doe oou.ae m. iun shot ooafom.to-lion 02230(M.P.w.Spea..1990 ed.) 2. D°rm°Hlan)rat.=71 pl V et 10•mt«.ass w4 aaN ha a mWi depth a 3/4'a"min➢nvn rja W Ile. PLAN I7,/ 7. 1/2'.Porgy-jdnt m f-M a%a I.pb-d at d P.C.s,P.T_c b r.t.-and of not—thou 300.7o_in The LL .sp.—mW d1 erte.d tarp tl.e f °eptN al m•—-putts. 4. No.,b-I puff be pt .abut a f d Umm bm Ton by the City Enpin m t:s repr Iaam. TOP BACK OF CURB r d s. Cm+ereta s a 0,_M-40pp. FLOW LINE 5• MINIMUM CONCRETE IL D. Cry prowl bow M m U rp+inmrit•of SerSan=35(M SPECS 2003.a.) Far w.b one 4500 PSI INTEGRAL CONCRETE J N palls repl-c proj-t. l.re.veR may be vsob for tIn pmwl 1— J —WIDTH VARIES - SEE PLANS a Q Z l� Z W aaaoaoaaa.a aaaa.aaa o 000ao CURB AND GUTTER ADA PAINT SYMBOL W Z SCALE : NTS m �� (WATER-BASED 4'CRUSHED GRAVEL BASE COURSE MIRAFI R5580i OR W Q Z ACRYLIC) (TYP.) EQUAL GEOTEXTILE 18'CRUSHED SUBBASE COURSE d Z Q VARIES; SEE PLANS ' Z O ~ 4-YELLOW PAINT NATIVE COMPACTED Z V STRIPE (WATER- SUBGRADE. 95X OF D 2% MAX. 9.0' SEE PLAN VARIES 9.0 BASED ACRYLIC)(TYP) ASTM D698 Y Q PROFILE a N z \//\//\//\//\/ a FQ °00000000000 /\//\\/\/ i/ii/ i/i/ i�� ADA PARKING 6 CONCRETE CROSSWALK SCALE NTS Q lL m u SCALE NTS Q W\ \ llJ COMPACTED SUBGRADE 4 95% ASTM 0698 \ \ \ \ \ \ \/4' K /\\//\\/ ' N M-4000 CONCRETE \/\\�\ \ \\�\\ \ \\i CLEAR 6- THICK CRUSHED GRAVEL / -5 SIDEWALK 0 NEW 0 BASE (1.5' MINUS) NOTES: Q N /�UHI 12`N:1V 1. PROVIDE TRANSVERSE CONTRACTION JOINTS CUT AT LENGTHS APPROXIMATELY EQUAL TO THE WIDTH OF THE SIDEWALK MAX WITH A MINIMUM SPACING OF 6 FEET (UNLESS OTHERWISE SPECIFIED IN LANDSCAPE PLANS). JOINTS SHALL BE CUT 1.-0, AT LEAST 1- DEEP (RUN JOINTER WHEN SLAB IS STILL WET). TOP OF CURB I 2. EXPANSION JOINTS SHALL PLACED AT APPROXIMATELY 25 FOOT INTERVALS (UNLESS OTHERWISE SPECIFIED IN WEL LANDSCAPING PlANS), AND ATT WITH 24' NO.5 4- RAD.JUNCTIONS WITH OTHER SIDEWALKS, CURBS,APRONS, BUILDINGS AND SLABS. CURB'FLOW UNE (VARIES) RE TYP. TRANSITION AREA DO BAR, 3- INTO BACK OF CURB. 3' CLEAR 3. ROUND ALL SIDE EDGES AND JOINT EDGES WITH EDGING TOOL. METAL TRUNCATED DOME DROP PED. CURB WARNING SURFACE SIDEWALK SECTION 3 CURB & GUTTER END SECTION D MID-BLOCK PEDESTRIAN RAMP y SCALE : NTS SCALE : NTS SCALE : NTS Bte Do6-Ce.D-0ETAILSOw SHEET C6,0 ©S FYEE INDEX R LANE .� KEYNOTES L000- OVERALL SITE PLAN ANY AREA DISTURBED DUE TO I _ 10� 1'23°E PROJECT BOUNDARY/PROPERTY LINE L001- SITE LEGENDS 86-4 CONSTRUCTION ACTIVITY TO BE 1 J 22% RETURNED TO PRE-CONSTRUCTION I ) \\ ❑2 ENTRY MONUMENTS,SEE ARCH.SIGNAGE PLANS FOR ALL PROPOSED SIGNS L002- SITE LEGENDS CONDITIONS __- - / L003- SITE LEGENDS ` ✓/-se. <�\��\� •��\�, ❑3 PARKING LOT SEE L303&L304 L004- SITE LEGENDS `�� UTILITY EASEMENT,SEE CIVIL L005- SITE LEGENDS WATER AND WETLAND-2(0.48 ACRES) 1 - SEWER EASEMENT I I I ' �'- �\\� �� ` ` � ' �PROPOSED CLASS IIA PUBLIC TRAIL,SEE TRAIL PLAN SHEET L301 L300- OVERALL LANDSCAPE SITE PLAN -�� •,a, \ ©PROPOSED PLAYGROUND AREAS,EQUIPMENT TBD BY OWNER L301- STORM WATER PONDS AND �� ,`` / ❑7 STORM WATER POND,SEE CIVIL FOR DESIGN,SEE L501:9 FOR TYP.CROSS SECTION TRIAL PLANTING PLAN E COMMERCIAL OPEN SPACE(2,714 FT �O SACCOCCIA OPEN SPACE L302- WATER COURSE SETBACK 2 _ ❑8 'DESIGNATED ON SITE)SEE ARCH.NARRATIVE PLANTING PLAN 3.393 ACRES A •gyp �� \ \ �, �� ❑g RESIDENTIAL OPEN SPACE(29,006 FT DESIGNATED ON SITE)SEE ARCH.NARRATIVE L303. PARKING LOT PLANTING PLAN QQ 2y i EXISTING SHALLOW , `EXISTING TRAIL TO BE 10 EXERCISE AREA L304- PARKING LOT PLANTING PLAN - �O O POND-OPEN r , i RESURFACED TO MATCH L305- BOULEVARD PLANTING PLAN �0� 1 i 11 SNOW STORAGE AREAS WATER(0.85 ACRES) ri —_PROPOSED TRAIL,ADD L306- COMMUNITY HEALTH PARTNERS !v LOT 2A OF I r t �, _ �, / AMENITIES PER PLAN,SEE 12 STREET VISION TRIANGLE PLANTING PLAN Q MINOR SUB 407C I $ ^^��''�� / L301&L316 13 1,750+FT2 ENHANCED LANDSCAPE SEE ARCH.NARRATIVE L307- FAMILY PROMISE PLANTING PLAN O� 1Q WATERCOURSE 2 "� ❑ 1 1 _ L308- SENIOR BUILDING PLANTING PLAN 1 SETBACK- I •�. � ! - r L309- SENIOR BUILDING PLANTING PLAN t WATERCOURSE ,�r EXISTING CULVERT SITE INFORMATION L310• SENIOR BUILDING PLANTING PLAN �-SETBACK-Z0NE2 _ / �� L311- MULTI-FAMILY UNITS PLANTING PLAN / :w•k''"• �' SNOW STORAGE AREAS PRIVATE OPEN SPACE L312- MULTI-FAMILY UNITS PLANTING PLAN EXISTING VEGETATION TOTAL REQUIRED:28,127 SQ.FT. L313- MOLT-FAMILY UNITS PLANTING PLAN ROWHOUSE A. - " ``��- — TOTAL PROVIDED:29,006 SQ.FT. � 1,750 FT ENHANCED L314- ROWHOUSE A PLANTING PLAN Y '1/d LANDSCAPE AREA, L315- ROWHOUSE B PLANTING PLAN "c$ %%%:!;�:�,,.%%: L316- OVERALL TRIAL&ADDITION PLANTING — — — — — n _ ' • � / COMMERCIAL OPEN SPACE SEE ARCH.NARRATIVE i0.R0WH0l1SE B • • I TOTAL REQUIRED:1,933.98 SQ.FT. PLAN_ w TOTAL PROVIDED: L500- LANDSCAPE DETAILS C — — — — — — — — 12 s 1 PLAZA(S)=2,714SQ.FT. L501- LANDSCAPE DETAILS 4) � li; :i: LOT 6A,PLAT �\ fV TOTAL=2 714 SQ.FT. L502- LANDSCAPE DETAILS — — )..' rn J-498 L600- IRRIGATION WATER USE EL p C.F 11; ff i •� - L_ I 5.e� BENCHES PROVIDED:(20),INCLUDES 104 CALCULATIONS a f7 'I tt IT'-- ` ° © LINEAR FEET OF SEATING AND METHODS N d c CDIN ENTIRE SITE L601- IRRIGATION DESIGNATION SHEET Y 10 ( 1 I 1t 12 PLEX �\ 11 11 1t •' BIKE PARKING a 03 N (A) _ TOTAL BIKE PARKING REQUIRED:53 1Q its O •( -j:: - — I : ::; TOTAL BIKE PARKING PROVIDED: CLOUDED REVISIONS REFLECT CHANGES AND UPDATES IN O) m EXISTING PATH AND RESIDENTIAL=122 _ 25'WIDE PUBLIC RESPONSE TO SITE PLAN REVIEW 20153•REV.1,SEE � l 1 24 PLIX TRAIL EASEMENT COMMERCIAL=36 INDIVIDUAL SHEETS AND LEGENDS FOR MORE 2_ (C) TOTAL=158 INFORMATION.(REVISION CLOUDS TO APPEAR IN RED ON • ••I k E =O ARE NOT APPEARING RED IN COLOR) REV.1 SYMBOLS Q + SHEE rS,PRINT IN COLOR IF i n - 11 3❑ r .".. WATERCOURSE OPEN SPACE LEGEND SETBACK-Z0NE2 WATERCOURSE \ ( � - - -/ >E - SETBACK-Z0NE1 COMMERCIAL OPEN SPACE,SEE LOO KEYNOTE 8•.I 1�n ;.r 24 PLIX - 3U': '' CLOUDED REVISIONS REFLECT CHANGES AND UPDATES IN RESPONSE TO FINAL SITE PLAN APPROVAL,SEE INDIVIDUAL \ TING SEN R 11 .r RESIDENTIAL OPEN SPACE,SEE L00 KEYNOTE 9 SHEETS AND LEGENDS FOR MORE INFORMATION.(REVISION EXIS •I -� /;/. IO > 11 6 ' e BLDG f CLOUDS TO APPEAR IN RED ON SHEETS,PRINT IN COLOR IF COMMERCIAL TEXT AND REVISION SYMBOLS ARE NOT APPEARING RED IN e .1 i i • .CONIM. COLOR.) 5 BAXTER LANE _ 1 , •,II U _ 11 WALTON'S STREAM/DITCH - -- -" w f -:12PLIX , Q a ••} I - 11 24 PLIX i WETLAND-1(0.55 ACRES) a 1 � ••'j e �n I / ./ 9 + t , -�i / 1 , _''-••-�� PROJECT DATA .�u�,�:• ( I :: - 24 PLIX � � J `��♦ Y t c .• :•i I I :. /,\ (p) { �� - /` ; ; LEGAL DESCRIPTION MST M LOT 3A OF THE •• ".� {.- / _ - / r' r • T OF SACCOCCIA MIN R )• I I) '4Y 11 / `4 3 -' - i/ 1 ' SUBDIVISION 407A LOCATED IN THE NW J g�10 it yS•'a SECTION OF I,T2S,R5F_ i •. I ® I }. b 9 11 `- \l II P.M.M..GALLATIN COUNTY E ( - t� ( l• PROJECT OWNER GMD DEVELOPMENT LLC PROPOSED :•1 11 - 0 I ,� ❑ , TRAIL,SEE L301 520 Pike street u1010 ' j< r a Seattle,WA 98101 Ci PROJECT (206)745.989s u \J ! C r -I '/ / i LOWS j ; LOCATION ENGINEER -date Issue 60'STREET AND AImp �1. ' TO&H Engineering 05/11/20 n 1 / _ \ \ Spokane,WA 99202 303 East 2nd Am 09/114/20 UTILITY EASEMENT N _ tt '{i: \ $) � I its, g _ _ '�i: '.;i:`:�•. \� � STREET AND a� !. � � � 09/14Y20 >>traw,mz 1 r 6 �t"''I+�•- \ UTILITY EASEMENT 1 (509)822-4372 i .. �11 i {.:' ; r-L-t - FAMILY PROMISE I ❑ ARCHITECT - COMMUNITY HEALTH:- CENTER a ,{ ' `r // -;! PARTNERS 8 _ - �i Intrinsik Architecture,Inc. 0 7/ fif - 7 T i \/r,•^/ 111 North Tracy Ave. u n (r _ `•a te _-� ""'y t. Bozeman, 59715 - - ' (406)582 8�988 ' LANDSCAPE ARCHITECT TSCHACHELANE` -J \ DESIGN 5.LLC OVefall 30'ROW,SEE CIVIL - 1 / Troy Scherer Site Plan � I -- - 1 �' !l ll • ~ -- N 37 East Main Street Suite 10 0 0 12 - �.•�-.'' .. - - -_ - Bozeman.MT 59715 LOT 5BRIDGER PEAKS VILLAGE SUBDIVISION LOT 6A,PLAT SCHACHELANE L��-- ---ate--- ----- PLAT J-368 J-498 1 O O O 1 Overall Site Plan 0 30- 60 120 � o0 1•=61r-o• Nr 2 PLANT SCHEDULE-TRAIL AND STORM WATER PONDS E AMENITY sCHEDULE-TRAIL WATER C SE PLANT SCHEDULE BOTANICALNAME SYMB. PRODUCT OTY. CONTACT NICAL NAME SYMBOL COMMON NAME SIZE TYPE SPACING QUANTITY MATURE R SA MATURE tSYMBOL BOTACOMMON NAME SIZE TYPE SPACING QUANTITY HEIGHT SPREAD .u�....,Ma...� MATURE MATURE TREES BENCH 8 LANDSCAPE FORMS SCARBOROUGH MARCUS ROWELL BENCH 72'STRAIGHT UNIT-POWDER LANDSCAPE FORMS TREES 1 COAT COLOR TBD,INSTALL TO (269)337-1321 W. POPULUS ANGUSTIFOLIA 1.5'CAL B&B PER PLAN 9 50'-65' 20'-40' L_1 MANUFACTURERS SPECIFICATION.SEE www.landscapeforms.com POPULUS ANGUSTIFOLIA 2.5'CAL B&B PER PLAN 10 50'-65' 20'-40' NARROW-LEAF COTTONWOOD _ L501.5 NARROW-LEAF COTTONWOOD H PET WASTE 6 PET WASTE CO.,DOG WASTE STATION PET WASTE CO. r, STATION WITH PINCH-N-PULL BAG SYSTEM, 1-800-738-7940 MODEL PWC-022,FOREST GREEN www.petwasteco.com/ AMELANCHIER X GRANDIFLORA'PRINCESS DIANA' 1.5'CAL B&B PER PLAN 18 15'-20' 12'-15' FINISH,IN-GROUND MOUNT.SEE L501:8 Qsv PRINCESS DIANA SERVICEBERRY POPULUS TREMULOIDES 2.5'CAL B&B PER PLAN 7 20'-50' 10'-30' OQO� TRASH 4 URBANSCAPE-MODEL TE3D1S,32 URBANSCAPE/WABASH �o QUAKING ASPEN-SINGLE STEM 0 e ink PICEA GLAUCA'DENSATA' S. B&B PER PLAN 23 20'-40' 10'-15' RECEPTACLE GALLON TRASH RECEPTACLE WITH VALLEY �0�� BLACK HILLS SPRUCE LINER AND DOME TOP.POWDERCOAT 1-800-253-8619 4F Q, COLOR BE SMOKE.SQUARE www.wabashvalley.com POPULUS TREMULOIDES 2.5'CAL B&B PER PLAN 8 20'-50' 30'-50, O� Aft PICEA PUNGENS'•• 8' B&B PER PLAN 21 30'-80' 10'-20' PERFORAA TED STEEL PATTERN COLORADO SPRUCE PORTABLE/IN-GROUND MOUNT.SEE QUAKING ASPEN-MULTI-STEM PINUS SVLVESTRIS•'• 8' B&B PER PLAN 15 30'-60' 30'-40' L501:7 +' SCOTCH PINE C3 DIRECTIONAL TRAIL 2 TRAIL SIGN TOTEM-TRAIL SIGNS TO THOM WHITE SHRUBS SIGN CONFORM TO CITY OF BOZEMAN TWHfTE®BOZEMAN.NET POPULUS TREMULOIDES 1.5'CAL B&B PER PLAN 29 20'-50' 10'-30' STANDARDS,MATCH DESIGN OF CITY SALIX BEBBIANA 5 GAL POT PER PLAN 15 6'-12' 6'-10' QUAKING ASPEN TRAIL TOTEMS.SEE TYP.DETAIL L502:1 BEBB'S WILLOW Y CLASS IIA GRAVEL 9.200 CLASS IIA GRAVEL FINES TRAIL,SEE TBD SALIX LUTEA 5 GAL POT PER PLAN 15 12'-18' 5'-12' SHRUBS FINES TRAIL FT' LANDSCAPE DETAILS FOR ADDITIONAL / YELLOW WILLOW PRUNUS VIRGINIANA'SCHUBERT•" V MIN. B&B PER PLAN 20 20'-30' 10'-21Y INFORMATION,SEE L501:3 v N CORNUS SERICEA 5 GAL POT PER PLAN 10 6'-9' 8'-12' C %Ift CANADA RED CHOKECHERRY RED OSIER DOGWOOD ro OTHER TRAIL WORK OUT 3 PLAYWORLD-FITNESS STATIONS ALONG PLAYWORLD SALIX AMYGDALOIDES 5 GAL POT PER PLAN 15 8'-14' 6'-10' a o STATION AREA TRAIL TO BE INSTALLED PER PEACHLEAF WILLOW ( 0 0 `\ FLATWILLOW LANDSCAPE BOULDER 3'MIN. PER PLAN 23s MANUFACTURER'S SPECIFICATION,WITH 800.233.8404 C ::) SAFETY SURFACING.FINAL STATION into®Playworld.com SALD(GEYERIANA 5 GAL POT PER PLAN 15 6'-12' 6'-8' M D- C NOTE: SELECTION PER OWNER. www.playworld.com/ GEYER WILLOW 5 W ALL TREES TO HAVE A 3'DIAMETER CEDAR BARK MULCH RING AROUND BASE OF TREE AT TIME OF INSTALLATION TOIP RECOMMENDED STATIONS:1,2,&4 fitness-wellness td CD HELP PROMOTE HEALTH AND GROWTH. FROM THE LIFE TRAIL INCLUSIVE ® EXISTING SANDBAR WILLOW APPROX. a ALL TREES TO RECEIVE INDIVIDUAL DRIP IRRIGATION ADJUSTED PER SPECIES FOR ESTABLISHMENT. SYSTEM PRODUCT LINE - TO REMAIN 20 0 RECOMMENDED TO PLACE W DIAMETER PLASTIC TREE GUARD AROUND BASE OF ALL TREES TO PROTECT FROM ••' SITE AMENITIES ARE SUBJECT TO CHANGE TRIMMER AND MOWER DAMAGE DURING MAINTENANCE. FOR APPROVED SUBSTITUTIONS. NOTES: 3: _ _ y as _ - —INDICATES DROUGHT TOLERANT SPECIES - _, - - _- - -1. -SHRUB LOCATIONS ARE SHOWN FOR GRAPHIC CLARITY.FINAL'LOCATIONS TO BE COORDINATED WITH LYNN=—� -- - -" BACON AT TERRAQUATIC,LLC.Contact:LBACONOTERRAQUATICLLC.COM(406)580-6993. Q` 2. ALL PLANTINGS IN WATERCOURSE SETBACK AND WETLAND AREAS TO RECEIVE V DIAMETER WEED FABRIC AT THE BASE OF THE PLANT WITH SHREDDED CEDAR MULCH RINGS. SEED SCHEDULE-TRAIL AND STORM WATER PONDS -CLUSTERS TO BE FENCED FOR UNGULATE PROTECTION. SEED MIXES -ALL SHRUBS AND TREES WILL RECEIVE DEDICATED DRIP SYSTEMS FOR ESTABLISHMENT SYMBOL COMMON NAME(BOTANICAL NAME) %OF MIX QUANTITY r RECOMMENDED NATIVE/UPLAND SEED BLEND 50,500 SF WATER COURSE SEED SCHEDULE + + + + SLENDER WHEATGRASS(ELYMUS TRACHYCAULUS) 25% i + + + + WESTERN WHEATGRASS(PASCOPYRUM SMITHII) 10% SEED MIXES + + + + THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% SYMBOL COMMON NAME(BOTANICAL NAME) %OF MIX QUANTITY `n + + + + MOUNTAIN BROME(BROMUS MARGINATUS) 13% + + + + RECOMMENDED NATIVE/UPLAND SEED BLEND(ZONE 2&RECLAIM) NEVADA BLUEGRASS(POA SECUNDA) 15% 5,200 SF 1 + + .+ BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% 't' 'h - + SLENDER WHEATGRASS(ELYMUS TRACHYCAULUS) 25% p! NOTE:ADD TO SEED MIX +' +' + + WESTERN WHEATGRASS(PASCOPYRUM SMITHII) 10% 10%BLUE FLAX(LINUM LEWISII) + + + THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) + + +' ' MOUNTAIN BROME(BROMUS MARGINATUS) 13% m 10%FIRECRACKER PENSTEMON(PENSTEMON EATONII) + + + +' NEVADA BLUEGRASS(POA SECUNDA) 15% + + t + BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% e RECOMMENDED STORM WATER POND MIX NOTE:ADD TO SEED MIX 7,800 SF f{r WESTERN WHEATGRASS'ROSANNA'(PASCOPYRUM SMITHII) 40% 10%BLUE FLAX(LINUM LEWISII) 10 - STREAMBANK WHEATGRASS'SODAR'(ELYMUS LANCEOLATUS) 20% 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) a THICKSPIKE WHEATGRASS'CRITANA'(ELYMUS LANCEOLATUS) 10% 10%FIRECRACKER PENSTEMON(PENSTEMON EATONII) ! COVAR SHEEP FESCUE(FESTUCA OVINA) 10%c RECOMMENDED UPLAND RECLAMATION MIX(ZONE7)BLUEBUNCH WHEATGRASS(PSUEDOROGNERIA SPICATA) 10% c n n n n n c n n n 20,650 SF SHERMAN BIG BLUE GRASS(POA SECUNDA 10% n....c n n n n n SLENDER WHEATGRASS(ELYMUS TRACHYCAULUS) 26% =' ........1 WESTERN WHEATGRASS(PASCOPYRUM SMITHII) 10% m .....e c n n c n THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% RECOMMENDED NATIVE FESCUE SOD BLEND 7,600 SF ......n...n MOUNTAIN BROME(BROMUS MARGINATUS) 13% _ n n SOD AVAILABLE AT GALLATIN VALLEY SOD n e n n c n n n c n n n n c n n n c n o NEVADA BLUEGRASS(POA SECUNDA) 15% m *ALTERNATE SEED MIX: BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% o . NOTE:ADD TO SEED MIX y RECOMMENDED LAWN MIX:ABC LAWN MIX 10%BLUE FLAX(LINUM LEWISII) a AVAILABLE AT CIRCLE S SEED 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) -b KENTUCKY BLUEGRASS(POA PRATENSIS) 60% 10%FIRECRACKER PENSTEMON(PENSTEMON EATONII) 6 PERENNIAL RYE GRASS(LOLIUM PERENNE) 25% - RECOMMENDED SEED RATE=20LBS/ACRE CREEPING RED FESCUE(FESTUCA RUBRA) 15% c m RECOMMENDED SEED RATE=20LBS/ACRE date Issue 05/11/20 08/04/20 Cr 09/14/20 um Pt-m2 a m U m L Site Legends a L 001 PLANT SCHEDULE-PAR OT BOTAN CAL NAME - MATURE MAT _ PLANT SCHEDULE-BOULEVARDS ' SYMBOL COMMON NAME SIZE TYPE SPACING QUANTITY BOTANICAL NAME MATURE MATURE TREES SYMBOL COMMON NAME SIZE TYPE SPACING QUANTITY HEIGHT SPREAD TREES ACER PLATANOIDES'CRIMSON KING" 1.5'CAL B&B PER PLAN 8 30'-40' 20'-40' CRIMSON KING NORWAY MAPLE - ACER X FREEMANII'JEFFERSRED' 1.5'CAL B&B PER PLAN 3 40'-60' 30'-40' ACER PLATANOIDES'EMERALD QUEEN'-* 1.5-CAL B&B PER PLAN 4 40'-SO' 35'-45' AUTUMN BLAZE MAPLE ' EMERALD QUEEN NORWAY MAPLE " AMELANCHIER X GRANDIFLORA'PRINCESS DIANA' 1'CAL B&B PER PLAN 8 15'-20' 12'-15' - 2� PRINCESS DIANA APPLE SERVICEBERRY Qsv ACER PLATANOIDES'CRIMSON KING"" 1.5'CAL B&B PER PLAN 6 30'-40' 20'-40' �OQ0 CRIMSON KING NORWAY MAPLE a GLEDITSIA TRIACANTHOS VAR.INERMIS'SKYCOLE'— 1.5'CAL B&B PER PLAN 14 35'-45' 25'-35' 05 SKYLINE HONEYLOCUST-MALE CULTIVARS ONLY �Q O TILIA AMERICANA'BOULEVARD'•• 1.5'CAL B&B PER PLAN -1 50'-80' 30'-50' 5 BOULEVARD AMERICAN LINDEN ACER PIATANOIDES'EMERALDAUEEN"" 1.5'CAL B&B PER PLAN 401-50' 35'-45'$0 _ - O POPULUS TREMULA'ERECTA' 1.5'CAL B&B PER PLAN 8 40' 10, EMERALD QUEEN NORWAY MAPLE COLUMNAR SWEDISH ASPEN Y ULMUS AMERICANA'LEWIS AND CLARK" 1.5'CAL B&B. PER PLAN 3 55'-60' 35'-40' co PRAIRIE EXPEDITION AMERICAN ELM CELTIS OCCIDENTALIS" 1.5'CAL B&B PER PLAN 3 40'-60' 40'-6d COMMON HACKBERRY c SHRUBS N c6 Q CORNUS SERICEA'FARROW' 5GAL POT PER PLAN 15 T-4' T-4' D_ p" ARCTIC FIRE DOGWOOD - -p O 2 FORSYTHIA'MEADOWLARK" 7GAL POT PER PLAN 9 T-10' V-10' c a C MEADOWLARK FORSYTHIA Y as JUNIPERUS HORIZONTALIS'BLUECHIP" 5GAL POT PER PLAN 4 .5'-.75' 8'-1d GLEDITSIATRIACANTHOS VAR.INERMIS'SKYCOLE" 1.5'CAL B&B PERPLAN 6 35'-45' 25'-35' a BLUE CHIP CREEPING JUNIPER SKYLINE HONEYL_OCUST-MALE CULTIVARS ONLY NO JUNIPERUS HORIZONTALIS'PRINCE OF WALES" 5 GAL POT PER PLAN 6 .25'-.6' V-6' m 0 PRINCE OF WALES CREEPING JUNIPER ® JUNIPERUS SCOPULORUM'MEDOFW" 4'MIN. POT PER PLAN 29 10, 2'-3- p MEDORA ROCKY MOUNTAIN JUNIPER CJI�I PHYSOCARPUS OPULIFOLIUS'SEWARD'*** 7GAL POT PER PLAN 17 4'-V 4'-6' . \J SUMMER WINE NINEBARK B PICEAABIES'PUMILA' 5GAL POT PER PLAN 2 2'-4' T-5' . DWARF NORWAY SPRUCE PINUS MUGO VAR.PUMIUO"' S GAL POT PER PLAN 5 T-S' V-1d QUER BURR OAK UACROCARPA"' 1.5' 8&B PER PLAN 3 60'-ed 6o'-SOP MUGO PINE B RHUS AROMATICA'GRO-LOW— 5GAL POT PER PLAN 34 1.5'-2' 6'-8' . GRO-LOW SUMAC t RIBES ALPINUM• 5 GAL POT PER PLAN 14 T-6' T-6' a ALPINE CURRANT e ® RIBES ALPINUM'GREEN MOUND'- SGAL POT PER PLAN 14 2'-Y 2'-3- GREEN MOUND ALPINE CURRANT ® SPIRAEA BETULIFOLIA TOR' S GAL POT PER PLAN 6 2'-V 2'-3- TOR BIRCHLEAF SPIREA 3 SYMPHORICARPOS ALBUS" 5GAL POT PER PLAN 8 T-6' T-6' a SNOWBERRY QUERCUS RUBRA'•' 1.5'CAL B&B PER PLAN 4 SO'-75' S0'-75' ° RED OAK OSYRINGA PUBESCENS SUBS.PATULA'MISS KIM' 4'MIN. POT PER PLAN 13 4'-9' 5'-7' " MISS KIM LILAC } a VIBURNUM DENTATUM 5GAL POT PER PLAN 2 6'-10' 6'-10' - 1 a ARROWWOOD VIBURNUM PERENNIALS&GRASSES 0 ACHILLEA'MOONSHINE' 7GAL POT PER PLAN 23 V-2' V-2' ' 0 TILIA AMERICANA'BOULEVARD"" 1.5'CAL B&B PER PLAN 2 50'-8d 30'-5d MOONSHINE YARROW a.ye..� m 0 ACHILLEAMILLEFOLIUM'PAPRIKA"'• 7GAL POT PER PLAN VV-2' V-2' BOULEVARDAMERICANLINDEN PAPRIKA YARROW 0 o O CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' 1 GAL POT PER PLAN 139 V-5' 2' m KARL FOERSTER FEATHER REED GRASS 3 DESCHAMPSIA CESPITOSA 1 GAL POT PER PLAN 25 2'-3- 2' 'm a TUFTED HAIRGRASS a ECHINACEA PURPUREA"' 7GAL POT PER PLAN 18 2'-5' V-2' UIMUS MERE EXPEDITIONMIERICANA'LEWIS AND AMERICAN EL 1.5*CAL B&8 PER PLAN 2 55'-6d 35'-40' PRAIRIE EXPEDITION AMERICAN ELM -6 ° PURPLE CONEFLOWER 6 o ECHINACEA PURPUREA'WHITE SWAN— 1GAL POT PER PLAN 11 2'-3' V-2' WHITE SWAN CONEFLOWER GERANIUM SANGUINEUM 1GAL POT PER PLAN 31 .75'-1.5' V-1.5' ° BLOODY GERANIUM OTHER HELICTOTRICHON SEMPERVIRENS— 1 GAL POT PER PLAN 82 2'-T 2--3- DROUGHT TOLERANT FESCUE BLEND SOD SOD PER PLAN 7.200 FT' BLUE OAT GRASS HOSTA'GINKO CRAIG' 1 GAL POT PER PLAN 8 .25'-.5' .75'-V TREE GRATE: TREE PER PLAN 12 aate ISSUe GINKO CRAIG HOSTA 0 NEENAH FOUNDRY CO. MODEL:R-8708 GRATE 05/11/20 KOELERIAMACRANTHA"' 7GAL POT PER PLAN 59 1'-2' .75'-1.5' DROUGHT TOLERANT SPECIES 08/04/20 PRAIRIE JUNEGRASS 09/14/20 see ai.n ms LIATRIS SPICATA'KOBOLD'•'• 4- POT PER PLAN 38 1.5'-2.5' 1' KOBOLD GAYFEATHER 6 NEPETA RACEMOSA'WALKER'S LOW— 7GAL POT PER PLAN 60 2'-3' 2'-3' ° WALKER'S LOW CATMINT t o SCHIZACHYRIUM SCOPARIUM" 1 GAL POT PER PLAN 55 2'-4' 2' ° LITTLE BLUESTEM SPOROBOLUSHETEROLEPIS• 1 GAL POT PER PLAN 114 2'-Y 2'-3' ® PRAIRIE DROPSEED OTHER © VINCA MINOR"' 4- POT PER PLAN 12 .25'-.6' .5'-1.5' NATIVE FESCUE SOD BLEND SOD PER PLAN 515 FT' Site Legends COMMON PERIWINKLE GALLATIN VALLEY SOD DROUGHT TOLERANT SPECIES w" i ALL ROUND-OR APPROVED EQUAL ROCK PER PLAN 18,400 FTz NOTE:PLANTINGS ADJUSTED FOR TRASH ENCLOSURE ROTATION AND MOVEMENT - '` 1 Y ;;,�.,�, _ ___ 3'-4'DEPTH ' SEE PLAN BLACK ALUMINUM EDGING EDGING PER PLAN 130 LF a ® FLATWILLOW LANDSCAPE BOULDER 3'MIN. BOULDER PER PLAN 4 L 00 3 m v` 0 PLANT SCHEDULE-FAMILY PROMISE CENT PLANT SCHEDULE-COMMUNITY HEALTH PARTNERS BOTANICAL NAME A -MA R SYMBOL COMMON NAME SIZE TYPE SPACING QUANTITY HEIGHT BOTANICALNAME MATURE MATURE TREES .........,�. SYMBOL COMMON NAME SIZE TYPE SPACING QUANTITY TREES ACERTATARICUMSUBSP.GINNALA'FLAME'•' 8' B&B PER PLAN -4 15'-20' 15'-20' FLAME AMUR MAPLE PICEA GLAUCA'DENSATA' 8' B&B PER PLAN 3 20'-4V 10'-15' - e BLACK HILLS SPRUCE �O 2 AMELANCHIER X GRANDIFLORA 1'CAL B&B PER PLAN 3 15'-20' 12'-15' SYRINGA RETICUTATA 1'CAL B&B PER PLAN 2 20'-30' 15'-20' S� 'PRINCESS DIANA' JAPANESE TREE LILAC PRINCESS DIANA APPLE SERVICEBERRY QO O 20y� O GLEDITSIA TRIACANTHOS VAR.INERMIS 1.5'CAL B&B PER PLAN 2 35'-45' 25'-35' 'SKYCOLE'*** GLEDITSIA TRIACANTHOS VAR.INERMIS 1.5'CAL B&B PER PLAN 2 35'-45' 25'-35' SKYLINE HONEYLOCUST-MALE 'SKYCOLE'*** CULTIVARS ONLY SKYLINE HONEYLOCUST-MALE y CULTIVARS ONLY Y co O_ cC SHRUBS cC j PICEA ABIES'PUMILA' 5GAL POT PER PLAN 1 2'-4' Y-5' SHRUBS/WOODY VINES 47 co co ! DWARF NORWAY SPRUCE LONICERA WANDARIN' 2 GAL POT PER PLAN 5 VARIES VARIES CO PINUS MUGO VAR.PUMILIO"' 5 GAL POT PER PLAN 1 Y-5' 6'-1V MANDARIN HONEYSUCKLE(TWINING C p DWARFMUGOPINE VINE) co a C PICEAABIES'PUMILA' 5GAL POT PER PLAN 5 2'-4' T-5' Y co RHUS AROMATICA'GRO-LOW'•'• 5 GAL POT PER PLAN 2 1.5'-2' V-8' DWARF NORWAY SPRUCE (C GRO-LOW SUMAC RHUS AROMATICA'GRO-LOW"' 5 GAL POT PER PLAN 15 1.5'-2' 6'-8' a RIBESALPINUM'GREEN MOUND"•' 5GAL POT PER PLAN 7 2'-3' 2'-3' GRO-LOW SUMAC 0 JUNIPERUS SCOPULORUM'MEDORA"'• 4'MIN POT PER PLAN 1 IV 2'-Y Do GREEN MOUND ALPINE CURRANT 30 �,•�,-� ,� MEDORA ROCKY MOUNTAIN JUNIPER JUNIPQIUE SCOPULOHUM'MIED(:iRA` 4'MIN POT PER PLAN 7 10, 2--3- PERENNIALS&GRASSES - Q MEDORA ROCKY MOUNTAIN JUNIPER a" � PERENNIALS&GRASSES 1Y^� AJUC REPI BLACK UGL 4' POT PER PLAN 8 .25'-.5' .5'-2' BLACK SCALLOP BUGLEWEED --- '•r r---�s-'""'>.�-.'�'�� ----� - �,,.. ...�_4�M ACHILLEAWOONSHINE' 1GAL POT PER PLAN 4 V-2' V-2' MOONSHINE YARROW O 'KARL FOERSTER' S X ACUTIFLORA 1GAL POT PER PLAN 46 3'-5' 2' .. 'KARL FOERSTER' ACHILLEA MILLEFOLIUM'PAPRIKA'*** 1GAL POT PER PLAN 1 V-2' V-2' KARL FOERSTER FEATHER REED GRASS PAPRIKA YARROW DESCHAMPSIA CESPITOSA 1GAL POT PER PLAN 30 2'-3' 2' •,ram- AJUGAREPTANS'BINBLASCA' 4- POT PER PLAN 31 .25'-.5' .5'-2' a TUFTEDHAIRGRASS BLACK SCALLOP BUGLEWEED ECHINACEAPURPUREA"• 1GAL POT PER PLAN 13 2'-5' V-2' O CALAMAGROSTIS X ACUTIFLORA 1GAL POT PER PLAN 6 Y-5' 2' G PURPLE CONEFLOWER n 'KARL FOERSTER' HELICTOTRICHON SEMPERVIRENS" 1GAL POT PER PLAN 6 2'-3' 2'-Y KARL FOERSTER FEATHER REED GRASS O DESCHAMPSIA CESPITOSA 1GAL POT PER PLAN 12 2'-3- 2' BLUE OAT GRASS ppS ® TUFTED HAIRGRASS LIATRIS SPICATA'KOBOLD"" 4- POT PER PLAN 12 1.5'-2.5' 1' ECHINACEA PURPUREA"' 1GAL POT PER PLAN 5 2'-5' V-2' KOBOLD GAYFEATHER 0 �<< ® NEPETA RACEMOSA'WALKER'S LOW'*** 1GAL POT PER PLAN 12 2'-3- 2--3- v PURPLE CONEFLOWER WALKER'S LOW CATMINT m ECHINACEA PURPUREA'WHITE SWAN-* 1GAL POT PER PLAN 2 2'-3- V-2' y WHITE SWAN CONEFLOWER ® POLEMONIUMCAERULEUM'BLANJOU' 1GAL POT PER PLAN 19 1.5'-2' 1.5'-2' BRISE D'ANJOU JACOB'S LADDER GERANIUM SANGUINEUM 1GAL POT PER PLAN 8 .75'-1.5' 1'-1.5' 1° BLOODYGERANIUM O SCHIZACHYRIUM SCOPARIUM"' 1GAL POT PER PLAN 9 2'-4' 2' a LITTLE BLUESTEM + HELICTOTRICHON SEMPERVIRENS" 1GAL POT PER PLAN 7 2'-3' 2'-3' a e O BLUE OAT GRASS OTHER 0 LIATRISSPICATA'KOBOLD"'• 4' POT PER PLAN 6 1.5'-2.5' 1' Q m KOBOLD GAYFEATHER + + UPLAND SEED MIX;SEE SEED SCHEDULE SEED PER PLAN 3,750 FT rvd.� m mm.m m e NEPETA RACEMOSA WALKER'S LOW'*** 1GAL POT PER PLAN 8 2'-3' 2'•3' 1 Yz'ALL ROUND-OR APPROVED EQUAL ROCK PER PLAN 1,955 F V WALKER'S LOW CATMINT 3'-4'DEPTH POLEMONIUMCAERULEUM'BLANJOU' 1GAL POT PER PLAN 14 1.5'-2' 1.5'-2' t0 ® BRISE D'ANJOU JACOB'S LADDER SEE PLAN BLACK ALUMINUM EDGING EDGING PER PLAN 80 LF SCHIZACHYRIUM SCOPARIUM" 1GAL POT PER PLAN 8 2'-4' 2' �� FLATWILLOW LANDSCAPE BOULDER 3'MIN. BOULDER PER PLAN 6 a LITTLE BLUESTEM SPOROBOLUS HETEROLEPIS"• 1GAL POT PER PLAN 2 2'-3- 2--3- DROUGHT TOLERANT SPECIES v ® PRAIRIE DROPSEED SEED SCHEDULE-FAMILY PROMISE m OTHER SEEDMIXES SYMBOL COMMON NAME(BOTANICAL NAME) %OF MIX QUANTITY = NATIVE FESCUE SOD BLEND SOD PER PLAN 5,260 FT' GALLATIN VALLEY SOD RECOMMENDED NATIVE/UPLAND SEED BLEND 3,750 SF 1 Yz'ALL ROUND-OR APPROVED EQUAL ROCK PER PLAN 1,780 FT° i + + SLENDER WHEATGRASS(ELYMUS TRACHYCAULUS) 25% 3'-4'DEPTH T+ +++ WESTERN WHEATGRASS(PASCOPYRUM SMITHII) 10% SEE PLAN BLACK ALUMINUM EDGING EDGING PER PLAN =350 LF THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% date ISSUe + +' i- :' MOUNTAIN BROME(BROMUS MARGINATUS) 13% NEVADA BLUEGRASS(PDA SECUNDA) 15% 05/11/20 FLATWILLOW LANDSCAPE BOULDER T MIN. BOULDER PER PLAN 9 ++ + + BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% O8/04/20 � REV 1-PLANT SCHEDULED ALTERED DUE TO BUILDING FOOTPRINT ADJUSTMENTS "'DROUGHT TOLERANT SPECIES NOTE:ADD TO SEED MIX 09/14/20 am�m.z 10%BLUE FLAX(LINUM LEWISII) 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) a 10%FIRECRACKER PENSTEMON(PENSTEMON EATONII) D m RECOMMENDED SEED RATE=20LBS/ACRE m PLANT SCHEDULE-COMMUNITY REQUIRED MECH.SCREENING PLANT ADDITIONS u BOTANICAL NAME REQUIRED SIZE AT MATURE MATURE PLANT SCHEDULE-FAMILY PROMISE REQUIRED MECH SCREENING PLANT ADDITIONS - SYMBOL COMMON NAME TIME OF INSTALL TYPE SPACING QUANTITY HEIGHT SPREAD TREES BOTANICAL NAME REQUIRED SIZE AT MATURE MATURE z AA JUNIPERUS SCOPULORUM WICHITA BLUE"" 8'MIN. B&B PER PLAN 3 10'-15' 4'-6' SYMBOL COMMON NAME TIME OF INSTALL TYPE SPACING QUANTITY HEIGHT SPREAD Site Legends WICHITA BLUE JUNIPER SHRUBS SHRUBS JUNIPERUS SCOPULORUM'MEDORA'" 6'MIN. POT PER PLAN 3 10'-15, 2'-3' JUNIPERUS SCOPULORUM'MEDORA"" 6'MIN. POT PER PLAN 3 10'-15, 2'-3' MEDORA ROCKY MOUNTAIN JUNIPER MEDORA ROCKY MOUNTAIN JUNIPER a *PLANTINGS IN TABLE&SHOWN IN RED ABOVE ADDED TO ENSURE APPROPRIATE UTILITY SCREENING AT 'PLANTINGS IN TABLE&SHOWN IN RED ABOVE ADDED TO ENSURE APPROPRIATE UTILITY SCREENING AT L 003 TIME OF INSTALLATION TIME OF INSTALLATION a PLANT SCHEDULE-SENIOR CENTER SITE AMENITYSCHEDULE-SENIORBUILDING - - BOTANICAL NAME MATURE MATUREr• - ;� SYMBOL - - COMMON NAME SIZE TYPE SPACING QUANTITY SYMB.NTS PRODUCT QTY.',. C O - . TREES - - SENIOR BUILDING 1 FIT PLAYWORLD-FITNESS STATIONS.TO BE. - YW RLD ' EXERCISE AREA LOT INSTALLED PER MANUFACTURER'S aIFICATIONSUR 800.233.8404 • - 4 STATIONS TO BE USED FOR SENIOR LING. - . . - tnto®playwodd com' STATIONS. BUILDING EXERCISE AREA.FINAL STATION www:playworld.com/ - - - AND LAYOUR SELECTION PER OW NER. fitness-wellness •.�OQQO��,• ACER PLATANOIDES'CRIMSON KING" .5'CAL B&B. PER PLAN 6 30'-40' 21Y-40' - j' _ RECOMMENDED.STATIONS:3,5,6,7 FROM / CRIMSON KING NORWAY MAPLE - #Jp - - •'.�. ` . . _ . . �/.�.- THE LIFE TRAIL INCLUSIVE - PRODUCT.LINE - _ SITE AMENITIES ARE SUBJECT TO CHANGE - . .. - FOR APPROVED SUBSTfTUT'IONS:. ACER PLATANOIDES'EMERALD QUEEN"" .5'CAL B&B, PER PLAN 4 40'-50' 35'-45' - . ' - - 'ems• . -• - - - EMERALD QUEEN NORWAY MAPLE •r - - - - - . . - - iL - ACER TATARICUM SUBSP.GINNALA'FLAME"" .5'CAL •B&B PER PLAN 1 15'-20' 15'-20' - - - - - - - FLAME AMUR MAPLE co .. m JUNIPERUS SCOPULORUM'WICHITA BLUE'- - 12'.. B&B PER PLAN 13 10'-15' 4'-6- o. WICHITA BLUE a POPULUS TREMULA'ERECTA' .5'CAL '•^'B&B PER PLAN 3 40' 10' co_�. c - - COLUMNAR SWEDISH ASPEN • ' - - - - - - - i co E tv POPULUS TREMULOIDES .Y CAL B&B PER PLAN 20'-50' 10'-30' - - - - O.. N QUAKING ASPEN - m - -SINGLE STEM 5 0) ' -MULTI STEM 12 SYRINGA RETICULATA - .5'CAL B&B PER PLAN 5 20'-30' 15'-20' - - _ - Q- - JAPANESE TREE LILAC - - - - SHRUBS JUNIPERUS HORIZONTALIS'PRINCEOFWALES"" 6GAL* POT- PER PLAN 2 25'-.5' V-6' PRINCE OF WALES CREEPING JUNIPER RHUSAROMATICA"GRO-LOW" 5GAL �� POT PER PLAN 2 1.5'-2' 6'-8' �t—•.l•.�fS GRO-LOW SUMAC '- RIBESALPINUM'GREENMOUND— 5GAL POT', PER PLAN 10 2'-3' 2'-3' - GREEN MOUND ALPINE CURRANT - - i ® SPIRAEA BETULIFOUA'TOR' 5 GAL -POT, PER PLAN 27 2'-3- 2'-3' - - - �' _ TOR BIRCHLEAF SPIREA - - - - A • - PERENNIALS&GRASSES ACHILLEA'MOONSHINE - 1 GAL' 'POT •• PER PLAN 21 1'-2' 1'-2' - -- - m. MOONSHINE YARROW ACHILLEAMILLEFOLIUM'PAPRIKA"" 1GAL POT PER PLAN 20- 1'-2 1'-2' PAPRIKA YARROW 19 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' 1 GAL POT PER PLAN 173 3'-5' 2' - - a 0 KARL FOERSTER FEATHER REED GRASS DESCHAMPSIACESPITOSA 1GAL POT PER PLAN 80 2'-3' 2' - - - - - c ® TUFTED HAIRGRASS. - m ECHINACEA PURPUREA" 1GAL POT PER PLAN 51 2'.5' V-2' - m. PURPLECONEFLOWER - m . . . . . ECHINACEAPURPUREA'WHITESWAN"" 1GAL 'POT" PER PLAN 8 2'-3' 1'-2' o WHITE SWAN CONEFLOWER m GERANIUM SANGUINEUM 1 GAL' POT• PER PLAN '25 .75'-1.5' V-1.5' o -BLOODY GERANIUM - "a O HELICTOTRICHONSEMPERVIRENS" 1GAL' POT'• PER PLAN 78 2'-& 2'-3" - •BLUE OAT GRASS - •o 's LIATRIS SPICATA'KOBOLD"* 1 GAO "'•POT PER PLAN 14 1.5'-2.5' 1' - m KOBOLD GAYFEATHER NEPETA RACEMOSA'WALKER'S LOW'*** 1 GAL' - POT' PER PLAN 98 2'-3- 2'-3- WALKER'S LOW CATMINT , - - SPOROBOLUS HETEROLEPIS"' 1 GAL' POT` PER PLAN 7 2'.3' 2'.3' ® PRAIRIE DROPSEED - - - OTHER . . . . . . - a e Issue. F •^5� 4 -:� DROUGHT TOLERANT FESCUE BLEND SOD SOD PER PLAN 24,200 FT2 _ - - rtl;G.:;rttcQ.r•.--tt .._ ka6-:_ ^i - - _ 05/11/20 - ' __- ______ -_- ______ - 1 Yx'ALL ROUND-OR APPROVED EQUAL ROCK. PER PLAN 9'100 FT' - cr, ___ —= 3'-4'DEPTH MULCH . . - 09/14/20 Sftft—.2 SEE PLAN BLACK ALUMINUM EDGING -EDGING PER PLAN APPROX. 1,000 LF - - .a ® - m FLATWILLOW BOULDER 3'MIN. BOULDER PER PLAN 9 DROUGHT TOLERANT SPECIES - OTE:12'TALL WICHITA JUNIPERS PREVIOUSLY REQUIRED AT TIME OF PLANTING FOR UTILITY Site Legends. ' SCREENING AS CALLED OUT ABOVE IN ORIGINAL SUBMITTAL a . 3 L 004 l'oi1, ��`: If�R:-:R�:R:R,�R:�:`;R_'r;i il >s'g►r;'�'s�` ems. �; � �•• ' �. _; . - .�=-�■�ll�/iL� �€�pi{ F {'t�[1 �F1. [Iqi@{ 1i10�..�17•/�� • •�1'be 1._ •v�' .�� • • �. _11L��:� .6.�:{G LY�.JI'.L1�__:'j+J�� .:e _ •• • ••• r�■�I�ii-�:�i ate �` ��J p'�/ /t+��'�, �`�'\`�2. ��0� / •.•��:�s.eunwe®waal�rr.,�Tt•:I \I'��1J�� Ir��%` ! �5 :�`Y�:p • • • • ``: ♦`` �' � I =ram. ,, 'Iai`^�..;�/ ` �\��'c. I a' i'I•i 7A •�• • • • • • • • • : . s e. ��♦O♦p� I '��• a �• �' ■ � �� -� ram-: �,.. �:�-�.��,_ `gyp♦`I t.0 is � it � -i�� i�� r��c�F�_ry, �� r ,IBP�� ♦♦`" i`•P � �/ t� .-r__ C^.:= 'L'�FiR it=9 y r� 1 '�oi. • boa I �+ �,� '► . �s :!zr ``p``♦O� I I?,1I� (��:� L�'% � ��la�Tr�a�� r.•' -x�lti•f�sl ,�B��I,B�`" \O`O``I ,, ,. Iola Y/:?R �:\�,� �� '•_��a L AloM�s' I.c•'_.•�-,-. ��`O♦♦�� I' �I i � ► j� �> .. :pry [`}? ��•:•-:•;iL�iaG� �r�� p�`p♦`♦♦O`.I I b� '• i-�'-r� I � ��!!ry°�:.�."i.w,:a��f�w o Jam` ♦♦♦♦�♦♦�♦♦`�♦� !11 IE� A�• 7!. �;•rt;;-� �•, a ICI �n:r I•'G i.iz� 3 y e �'��t•'V �' rig --------------- OO Op. f 1 -^��,� t �r�' �`ri� L� �:.•.p."1��.� � to ♦gip♦��0��♦�; • � �I .�,; � ,� �' �u��u�_1� AN �/ I'►! } _! � - _�i,.■fps`;'Y I ho Pr ',I .V �, .�i'. a■� .Iidl�Qll�; 13�.i. �� i�IAIf• , �>`� �.. _ '.I�IIt►'.�'��s'--��_��r _u��_=•�-�•�-_= ==a.�•w Tarr+ �p� �1:� o ' I p � /��!��^ I`F,��r.i' I.�r� Il, /1`�-�'i t'b �".lp *i�! ��`�� '•-• • �t ' ■�-- - ■ .ly � i lit, A``�,� ��/ — ��\�@`M•_ �. 1_ ., - ule �41,I,'�y�••�vs_'�Z��_-�:eg:��6�➢I.olM,.'b�;:� � V _ Q NOTE:ADDITIONAL TRIAL DESIGN AND INFORMATION CAN BE SITEAMENITYLEGEND-TRAIL SEED SCHEDULE-TRAIL AND STORM WATER POND FOUND ON SHEET L316.TRAIL ADDITIONS REQUIRED FOR PRODUCT BENCH PET WASTE TRASH DIRECTIONAL CLASS IIA GRAVEL WORKOUT SYMBOL SEED MIXES I C.O.B.SITE APPROVAL,ADDITIONAL SHEETS AND LEGENDS STATION RECEPTACLE TRAIL SIGN FINES TRAIL STATION COMMON NAME(BOTANICAL NAME) ADDED TO SET;SEE REVISION CLOUDS WITH DELTA 2 FOR MORE ADDITIONS TO PLAN SET. + + + + RECOMMENDED NATIVE/UPLAND SEED BLEND ��: \� SYMB. !? 0 0 /\/1� + SEE SHEET L001 RECOMMENDED STORM WATER POND MIX N � NOTE: SEE SHEET L001 � t � II.-.t, .. . . .. � _ " =i-_ SEE SHEET Lool FOR ADDITIONAL INFORMATION AND NOTES .. . . . . .... . . . . . « RECOMMENDED NATIVE FESCUE SOD BLEND II , .STORM WATER POND _ SEE SHEET L001 O O l II '�• / SEE CIVIL 8 L501:9 • ,y w 'ALTERNATE SEED MIX: 5�a . .i. . . . . . . . . . . . . .'. . .'. .�' :.V '^7 RECOMMENDED LAWN MIX:ABC LAWN MIX - - SEE SHEET L001 MATCHLINE 301:1 - O PLANT SCHEDULE-TRAIL AND STORM WATER PONDS \•'�» BOTANICAL NAME '[' ,/ '�.'. '. �\ _ •''! ` ro SYMBOL COMMON NAME O El W TREES �/ _/ :.r •: � :3 I �^ a 0 R cc POPULUSANGUSTIFOLIA / 1 ir�� y,,,. � �'�•',• .�.'. E '� «=t,' _••` Y d NARROW-LEAF COTTONWOOD ) �'�' ROW_ HOUSE B `• ' ' ' ' . • ., m L N cts AMELANCHIER X GRANDIFLORA'PRINCESS DIANA' y r •..••••. •... . ...••......•� ,•,_ t - PRINCESSDIANASERVICEBERRY ``- ' - -� . '' % 24 PLEX (C) Q PICEA GLAUCA'DENSATA' .� BLACK HILLS SPRUCE 'STORM WATER POND,. *: « - r- •, SEE CIVIL&L501:9 Aah PICEA PUNGENS... I` _ - . : .•:•. . . . . . .'. .d- , a¢: �; ;-�.. COLORADO SPRUCE / !; f' +, PINUS SYLVESTRIS"' j �\ _• - - A\� SCOTCH PINE ` r v POPULUS TREMULOIDES �•u�pr�`-' c- 'r '' t QUAKING ASPEN I ,I # �1t„��a .�® ItR• I ' p SHRUBS j -�.I, _ I n �'• !i PRUNUS VIRGINIANA'SCHUBERT' 1%00i CANADA RED CHOKECHERRY —1• - - W OTHER MATCHLINE 301:2 N ,-f_`,','-',•,' v FLATWILLOW LANDSCAPE BOULDER - © / \ Storm Water Ponds and Trial Planting Plan 0 10 20 40 m a NOTE: 0 1'=20-0' /c /'- '♦1, ' ALL TREES TO HAVE A 3'DIAMETER CEDAR BARK MULCH RING o AROUND BASE OF TREE AT TIME OF INSTALLATION TO HELP / •'.'.',--'.-.' PROMOTE HEALTH AND GROWTH. E r•✓• -• 7/ ALL TREES TO RECEIVE INDIVIDUAL DRIP IRRIGATION ADJUSTED _ - _•, •'1«'«' "• + m PER SPECIES FOR ESTABLISHMENT. � � '-'• '•' '• m l ti li. Jti'ti ta• - RECOMMENDED TO PUKE 6'DIAMETER PLASTIC TREE GUARD AROUND BASE OF ALL TREES TO PROTECT FROM TRIMMER AND MATCHLINE 301:3 N 6 MOWER DAMAGE DURING MAINTENANCE. m / \ Storm Water Ponds and Trial Planting Plan 0 10 20 40 c - -INDICATES DROUGHT TOLERANT SPECIES 301 1'=20'-0' ; FAMILY PROMISE -� ; i I �' 4 P� F12 PLEX (B) t A y m LJ \ I I COMM.BUILDING T -� c � lllll IFAI If I ' T _4 l RAIL SECTION IN/ �/ -� - `- - STORM WATER POND.'WATERCOURSE SETBACK ZONE 2 •,-_-:- '- ' _WATERCOURSE SETBACK ZONE, TRAIL SECTION IN ZONE 1=52'-T . =12 1 /' - --.�•, _ _ T � ZONE 1 '-9' \- ._ ^BENCH&WORKOUT STATION I SEE CIVIL&L501:9 '.I "�-� - -- —- \. C •_ - _ _ y r ,3 _ 1 FUTURE ,�•/� ' - '�- -- - - '�' .[- - •'(- -. .-.i.' _ ?_ - �\�� .,�.« '. • " 05/11/20 i PLAY / •'; ,• ./.. _ _-- \k _ - = 08/04/20 1 • 1 AREA / \� �'� - �� - ^' J i ` I �� _� Z 09/14/20 sim amff.m•.z ------------- !/�__� /_ .... 4 1 ;\• _ If / PUBUC TRAIL EASEMENT- � �=� �� ---- I i / 11 So Trial Water Pondsand i I Planting Plan ■ / 1 , Storm Water Ponds and Trial Planting Plan 0 10 20 40 301 1'=20'--0' Z L 301 - -------- TRAILSECTIONIN _v___-- - \"-- WATERCOURSE SETBACK ZONE 2 — -WATERCOURSE SETBACK ZONE 1 TRAIL SECTION IN ZONE 1=52'-7' ZONE t=12'•9' - ' / \ STORM WATER POND, I ` { I — 'BENCH&WORKOUT STATION'L- SEE CIVIL&L501:9 FUTURE _ '_ -- - -- PLAY AREA i- r.. / PUBLIC TRAIL EASEMENT— -- - t '----- ,�• `•� `t y'^ \ - •i' '� €• -'-` 4". " �� - TRAIL SECTION ` y =r c•r=r�j�; - ..•n• r / 't• W \ IN ZONE 1=ST-4 RS \ �r �^•�- - \ iS - EL ca in E TRAIL SIGN;TF ASH RECEPTACLE, WORK 6L�T STATICS �� 1 EG'URFAC>=EXfS'nNG TRAIL; WORKOUT STATIC PET WASTE STATION, SEE TRAIL u N w� -- ,� I ( m AMENITY SCHEDULE �\ \\ �-- _J/ / `�� \�\` ` \�\ /5•�p,F3• �CH ' EXISTNGWETLANDEDGE O I' - J _ DIV - 1 •I i 1 Water Course Setback Planting Plan 0 10 20 40 f 3 1'=20'-0' Z 3 WATER COURSE PLANT SCHEDULE f WATERCOURSE SETBACK PLANTING WATER COURSE SEED SCHEDULE BOTANICAL NAME MATURE MATURE 700 LINEAL FT OF WATERCOURSE SETBACK SEED MIXES SYMBOL COMMON NAME SIZE TYPE SPACING QUANTITY HEIGHT SPREAD SYMBOL COMMON NAME(BOTANICAL NAME) %OF MIX QUANTITY TREES REQUIRED:1 SHRUB FOR EVERY 10 LINEAR FT=70 SHRUBS 1 W, 1 TREE FOR EVERY 30 LINEAR FT=23 TREES RECOMMENDED NATIVE/UPLAND SEED BLEND(ZONE 2&RECLAIM) 5,200 SF O + + + + SLENDER WHEATGRASS(ELYMUS TnACHYCAULUS) 25% $ POPULUS ANGUSTIFOLIA 2.5'CAL B&B PER PLAN 10 50'-65' 20'-401 PROVIDED:70 SHRUBS AND 25 TREES + + + + WESTERN WHEATGRASS(PASCOPYRUM SMITHII) 10% NARROW-LEAF COTTONWOOD + + + + THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% .�....•• MOUNTAIN BROME(BROMUS MARGINATUS) 13% -r •t + + NEVADA BLUEGRASS(POA SECUNDA) 15% o + + + + BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% POPULUS TREMULOIDES 2.5'CAL B&B PER PLAN 7 20'-50' 10'-30' NOTE:ADD TO SEED MIX 10%BLUE FLAX(LINUM LEWISII) QUAKING ASPEN-SINGLE STEM 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) 10%FIRECRACKER PENSTEMON(PENSTEMON EATONII) POPULUS TREMULOIDES 2.5'CAL B&B PER PLAN 8 20'-SO' 30'-50' RECOMMENDED UPLAND RECLAMATION MIX(ZONE7) een eeeeeee 20,650SF m QUAKING ASPEN-MULTI-STEM e e e e e e e e e e e SLENDER WHEATGRASS(ELYMUS TRACHYCAULUS) 25% WESTERN WHEATGRASS(PASCOPYRUM SMITHII) 10% neeee eeneee THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% e n n e e e e e e SHRUBS e e MOUNTAIN BROME(BROMUS MARGINATUS) 13% = eeee een ene SALIX BEBBIANA 5 GAL POT PER PLAN 15 6'-12' 6'-10' NEVADA BLUEGRASS(POA SECUNDA) 15% BEBB'S WILLOW BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% NOTE:ADD TO SEED MIX �^ SALIX LUTEA 5 GAL POT PER PLAN 15 12'-18' S'-12' 10%BLUE FLAX(LINUM LEWISII) a e issue / YELLOW WILLOW 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) Q 0 2O 10%FIRECRACKER PENSTEMON(PENSTEMON EATONII) O11OV20 /04/ CORNUS SERICEA 5 GAL POT PER PLAN 10 6'.9' 8'-12' RED OSIER DOGWOOD RECOMMENDED SEED RATE=20LBS/ACRE 09/14/20 s,R i 2 SALIX AMYGDALOIDES 5 GAL POT PER PLAN 15 8'-14' 6'-10' a PEACHLEAF WILLOW - - m SALIX GEYERIANA 5 GAL POT PER PLAN 15 6'-12' 6'-8' GEYER WILLOW ® EXISTING SANDBAR WILLOW APPROX. - TO REMAIN 20 Water Course NOTES: Setback Planting 1. SHRUB LOCATIONS ARE SHOWN FOR GRAPHIC CLARITY.FINAL LOCATIONS TO BE COORDINATED WITH LYNN Plan BACON AT TERRAQUATIC,LLC.Contact:LBACON®TERRAQUATICLLC.COM(406)580-6993. 2. ALL PLANTINGS IN WATERCOURSE SETBACK AND WETLAND AREAS TO RECEIVE T DIAMETER WEED FABRIC AT THE BASE OF THE PLANT WITH SHREDDED CEDAR MULCH RINGS. a -CLUSTERS TO BE FENCED FOR UNGULATE PROTECTION. 302 3 -ALL SHRUBS AND TREES WILL RECEIVE DEDICATED DRIP SYSTEMS FOR ESTABLISHMENT a SE jdbFT SCHEDULE-PARKING LOT db REQUIRED AND PROVIDED: BOTANICAL NAME I SYMBOL COMMON NAME • THE SIDES AND REAR OF SERVICE ENCLOSURES MUST BE SCREENED WITH LANDSCAPING AT LEAST FIVE FEET WIDE IN LOCATIONS VISIBLE FROM STREET, TREES .•,,,....�,,,.,..,, PARKING LOTS,AND PATHWAYS TO SOFTEN VIEWS OF THE SCREENING ELEMENT AND VISUAL INTEREST ACER PLATANOIDES'CRIMSON KING"" - CRIMSON KING NORWAY MAPLE SETBACK LANDSCAPING ACER PLATANOIDES'EMERALD QUEEN"" EMERALD QUEEN NORWAY MAPLE (D REQUIRED AND PROVIDED: AMELANCHIER X GRANDIFLORA'PRINCESS DIANA' 20 • ALL FRONT,SIDE AND REAR SETBACKS MUST BE LANDSCAPED PRINCESS DIANA APPLE SERVICEBERRY ' DROUGHT TOLERANT SPECIES QOQ¢0v REQUIRED: GLEDITSIA TRIACANTHOS VAR.INERMIS'SKYCOLE"" g • A LANDSCAPE PLAN MUST PROVIDE 75 PERCENT OR GREATER OF THE PROPOSED - SKYLINE HONEYLOCUST-MALE CULTIVARS ONLY y TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES TILIA AMERICANA'BOULEVARD'— ORr PROVIDED: BOULEVARD AMERICAN LINDEN THE LANDSCAPE PLAN SHOWN ON SHEETS L303-1.304 PROVIDE 76 PERCENT OF THE PROPOSED TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES FOR PARKING LOT POPULUS TREMULA'ERECTA' i / r LANDSCAPE REQUIREMENTS O COLUMNAR SWEDISH ASPEN w PARKING LOT LANDSCAPING `w s ULMUS AMERICANA'LEWIS AND CLARK"" REQUIRED AND PROVIDED: co ALL PARKING LOTS LOCATED BETWEEN A PRINCIPAL STRUCTURE AND APUBLIC PRAIRIE EXPEDITION AMERICAN ELM D STREET,MUST BE SCREENED FROM THE PUBLIC STREET.SCREENING MUST BE �• I x - CONTINUOUS AND NOT LESS THAN FOUR FEET IN WIDTH.SCREENING MUST BE (a •�Ti% I `"a / +: /1 I \�� MAINTAINED ATAHEIGHTOF FOUR TO SIX FEET SHRUBSca N �� I a,,, p +�� L�• £ REQUIRED: ® CORNUSSERICEA'FARROW' a) c ti `e �V- �\ - re - I REQ I OR ARCTIC FIRE DOGWOOD O •,. - � a- I � A)ONE LARGE CANOPY TREE;OR 8)ONE LARGE NON-CANOPY TREE AND ONE SMALL /7� -O a � TREE;OR C)THREE SMALL TREES FOR EACH NINE PARKING SPACES REQUIRED OR i�J F SYTHIA MEADOWLARK c � MEADOWLARK FORSYTHIA 0- PROVIDED c Y - TREES MUST BE IN OR WITHIN 20 FEET OF THE PARKING LOT JUNIPERUS HORIZONTALIS'BLUE CHIP"" _O r-"=_"_._•- - NO PARKING SPACE SHALL BE LOCATED MORE THAN 70 FEET FROM THE TRUNK OF A BLUE CHIP CREEPING JUNIPER a N •- ''` _-_ TREE JUNIPERUS HORIZONTALIS'PRINCE OF WALES"" O - _ I I PRINCE OF WALES CREEPING JUNIPER 0) m 1 y / fi 12 P L EX G I I 18 DISABLED ACCESSIBLE PARKING SPACES+318 PARKING SPACES=336 TOTAL PARKING JUNIPERUS SCOPULORUM'MEDORA"" ?i C r,,r�„ I I I SPACES IN PARKING LOT ® MEDORA ROCKY MOUNTAIN JUNIPER 1T 336+9=370FA)B)AND/ORC)1_ISTEDABOVF, -_ - - _--_- -- - __ - \ A) HY NEBARK ARD ' Q ( 7 usci- - - - - - — - - - -- - - - - P SOCARPUS OPULIFOLIUS'SEW I I W PROVIDED: SUMMER WINE NI 30 LARGE CANOPY TREES,8 LARGE NON-CANOPY TREES AND 8 SMALL TREES IN/ B PICEAABIES'PUMILA' ��_;# -___gip �•.— rl _s c I c c - I WITHIN 20 FEET OF THE PARKING LOT Q8 OF A)B)AND/OR C)LISTED ABOVE) DWARF NORWAY SPRUCE 1 • ALL PARKING SPACES ARE LOCATED WITHIN 70 FEET OF THE TRUNK OF A TREE � PINUS MUGO VAR.PUMIUO"' REQUIRED: DWARF MUGO PINE - \�� I I ANY PARKING LOT PROVIDING 15 OR MORE PARKING SPACES MUST HAVE A MINIMUM OF 20 RHUS AROMATICA'GRO-LOW"" I SQUARE FEET OF LANDSCAPE AREA WITHIN THE PARKING LOT FOR EACH OFF-STREET GRO-LOW SUMAC L II 1 PARKING SPACE IN THE LOT RIBES ALPINUM"' - z r —— —— — — — — — — ALPINE CURRANT a W I 336 X 20=6,720 SQUARE FEET OF LANDSCAPE AREA WITHIN THE PARKING LOT ® RIBES ALPINUM'GREEN MOUND'*** 4 GREEN MOUND ALPINE CURRANT PROVIDED: p I 11,700 FTC OF LANDSCAPING WITHIN THE PARKING LOT PROVIDED ® SPIRATO BIRO LEAFOLIA TOR' E TOR BIRCHLEAF SPIREA SYMPHORICARPOS ALBUS"' m .:re_ir_ •'� 'y: .`F' �� -3J I 1 I SNOWBERRY 4+- Yam\ I £ W 1 O SYRINGA PUBESCENS SUBS.PATULAWISS KIM' �-" I MISS KIM LILAC VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1 Q \ I E I II PERENNIALS&GRASSES ACHILLEA WOONSHINE' ' LLWLLL• ' I _ _ MOONSHINE YARROW I� OTHER 0 ACHILLEAMILLEFOLIUM'PAPRIKA"" PAPRIKA YARROW NATIVE FESCUE SOD BLEND t •-••-- - -•••••• O CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' . . _ . . . . . _ GALLATIN VALLEY SOD m _ I KARL FOERSTER FEATHER REED GRASS — I —I — 1 Yz'ALL ROUND-OR APPROVED EQUAL e DESCHAMPSIA CESPITOSA 0 t, I , ,' q+'. ', ,y 3'-4'DEPTH TUFTED HAIRGRASS a '" SEE PLAN BLACK ALUMINUM EDGING _ 1- ECHINACEA PURPUREA"' i a HI -� - _ \� ) I�LrJ O I ° PURPLE CONEFLOWER FLATWILLOW LANDSCAPE BOULDER m � +*• °-,ii€I � - O ECHINACEA PURPUREA'WHITE SWAN"" WHITE SWAN CONEFLOWER 2 PL I� -� i o GERANIUM SANGUINEUM e 4 EX z - BLOODY GERANIUM HELICTOTRICHON SEMPERVIRENS"' BLUE OAT GRASS �'A`) I i I I • HOSTA'GINKOCRAIG' date ISSUe L GINKO CRAIG HOSTA t3 ,:Z : I e KOELERIA MACRANTHA"' 05/11/20 -i PRAIRIE JUNEGRASS 08/04/20 °'° 1�-s -az I LIATRISSPICATA'KOBOLD"•• 09/14/20 emrm•m.z I I KOBOLD GAYFEATHER a 4 E I I n 4 6 NEPETA RACEMOSA'WALKER'S LOW"" '•, a I I WALKER'S LOW CATMINT u ' m Ll g — - - - - - — — - - — —— 1' O SCHIZACHYRIUM BLUE TEM RIUM»' IT SPOROBOLUS HETEROLEPIS" .. I,I I ® PRAIRIE DROPSEED MATCHLINE 304:1 ® VINCA MINOR"' Parking Lot N COMMON PERIWINKLE Planting Plan 1 Parkin Lot Planting Plan 0 10 20 40 NOTE:PLANTINGS ADJUSTED FOR TRASH DROUGHT TOLERANT SPECIES ENCLOSURE ROTATION AND MOVEMENT 3 1'=20'-0' L 303 a • MATCHLINE 303:1 m To PLANT SCHEDULE-PARKING LOT - - - - --- BOTANICAL NAME SYMBOL COMMON NAME ��,}„••� TREES r t I•. Q`, -® ( - ACER PLATANOIDES'CRIMSON KING"" _ - E CRIMSON KING NORWAY MAPLE ACER PLATANOIDES'EMERALD QUEEN"" EMERALD QUEEN NORWAY MAPLE �3 ` I AMELANCHIER X GRANDIFLORA'PRINCESS DIANA' I PRINCESS DIANA APPLE SERVICEBERRY24 PLEX QSv I 6�ti L (B) I I I GLEDRSIA TRIACANTHOS VAR.INERMIS'SKYCOLE' 1 I I SKYLINE HONEYLOCUST-MALE CULTIVARS ONLYAlf/ r Q- -1 1 1 \ 1 I I TILIAAMERICANA'BOULEVARD" ® IT 1. � F: G I I I m BOULEVARD AMERICAN LINDEN $0 ----- ----- _ �; I I POPULUSTREMULA'ERECTA' COLUMNAR SWEDISH ASPEN I Y \ Ico I I I ULMUS AMERICANA'LEWIS AND CLARK'*** d I PRAIRIE EXPEDITION AMERICAN ELM CD c ] I *1 I I - SHRUBS N co CORNUS SERICEA'FARROW' a ° /� ARCTIC FIRE DOGWOOD c �--C 1 FORSYTH IA'M EADOWLARK"" co a - 1 I `�®"" MEADOWLARK FORSYTHIA Y cc cc <<�j E 1 •. JUNIPERUS HORIZONTALIS'BLUE CHIP"" d d • - `� - r ,. ] 6LUE CHIP CREEPING JUNIPER - 0 JUNIPERUS HORIZONTALIS'PRINCE OF WALES"" N m / e E ♦ . _ PRINCE OF WALES CREEPING JUNIPER 3 / •' 1 - - JUNIPERUS SCOPULORUM'MEDORA"" 2- - ® MEDORA ROCKY MOUNTAIN JUNIPER Q 1 1 PHYSOCARPUS OPUUFOLIUS'SEWARD— / F --- -------------------- --- e I I V SUMMER WINE NINEBARK / I 1 Q PICEA ABIES'PUMILA' M MM M 1 I - DWARF NORWAY SPRUCE PINUS MUGO VAR.PUMILIO"' / DWARF MUGO PINE RHUS AROMATICA'GRO-LOW"' ----1 I I GRO-LOW SUMAC 1 RIBES ALPINUM" sp ALPINE CURRANT OTHER RIBES ALPINUM'GREEN MOUND"" y / _+, / I - - GREEN MOUND ALPINE CURRANT NATIVE FESCUE SOD BLEND GALLATIN VALLEY SOD SPIRAEA BETULIFOLIA TOR' '.'.'•'.'• TOR BIRCHLEAF SPIREA v J'':v''' ' ",Q, 1 Yz'ALL ROUND-OR APPROVED EQUAL F 1 I SYMPHORICARPOS ALBUS"' ' 3'-4'DEPTH ^� 1 • SNOWBERRY 10 SEE PLAN BLACK ALUMINUM EDGING -�� / I I O+ SYRINGA PUBESCENS SUBS.PATULA WISS KIM' _ ..� " MISS KIM LILAC ® FLATWILLOW LANDSCAPE BOULDER ~per 1 I - I VIBURNUM DENTATUM 1 I I ❑ 1 ARROWWOOD VIBURNUM c I I PERENNIALS&GRASSES p 6 ACHILLEA'MOONSHINE' e _ - MOONSHINE YARR m ACHILLEA MILLEFOLIUM'PAPRIKN" s ._. --- ---- ---- - -- --- --- --e. N - •- - - _ --- - - -- - - - - _ 0 PAPRIKA YARROW OW c 5 1 %/_;. '% - '� o p CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' m - o f Q _ �� O O I a_ ♦ - KARL FOERSTER FEATHER REED GRASS DESCHAMPSIA CESPITOSA TUFTED HAIRGRASS ECHIN PURPLE CON EFLOWER � I m ECHINACEA PURPUREA'WHITE SWAN— h-1� I I 6 WHITE SWAN CONEFLOWER c � _ - + `` f 1 I o GERANIUM SANGUINEUM + 1 BLOODY GERANIUM ` " I 0 ', _ _` I HELICTOTRICHON SEMPERVIRENS— I I +. q BLUE OATGRASS �j \ 1 �y� I HOSTA'GINKO CRAIG' date ISSUe + \ O� _ GINKO CRAIG HOSTA 05/11/20 08/04/20 KOELPRRAIRIEJUNEGRASS 09/14/20 + LIATRISSPICATA'KOBOLD' •i I I I ` KOBOLD GAYFEATHER m 0 f- 1 \ I ` I I �� r• 6 NEPETA RACEMOSA'WALKER'S LOW" WALKER'S LOW CATMINT r ❑ I E I I �i� G SCHIZACHYRIUM SCOPARIUM"' LITTLE BLUESTEM ® 9 O o ® I,� ® O„ s SPOROBOLUSHETEROLEPIS"' O j 1 O - PRAIRIE DROPSEED Parking Lot w; O, VINCA MINOR"' Planting Plan COMMON PERIWINKLE NTINGS ADJUSTED FOR TRASH DROUGHT TOLERANT SPECIES NOTE:PLA • ENCLOSURE ROTATION AND MOVEMENT 1 Parkin Lot PlaMin Plan 0 10 20 40 L 304 3 30 1'=20'-0' v MATCHLINE 305:2 STREET FRONTAGE LANDSCAPING PLANT SCHEDULE-BOULEVARDS T •• =111 = I :1 w� BOTANICALNAME �•� �� 3 STREET FRONTAGE FOR SACCO DRIVE:1,085'-5'(22 TREES) il. I Y MATCHLINE 305:3 SYMBOL COMMON NAME m lop mp m I „ \ �� STEET FRONTAGE FOR TSCHACHE LANE:602'-8'(12 TREES) TREES J i I I �, '. REQUIRED: ••• \ I ONE LARGE CANOPY TREE FOR EACH 50 FEET OF TOTAL STREET FRONTAGE ACER X FREEMANII'JEFFERSRED' t,',I �. I I •? ` I I �' ROUNDED TO THE NEAREST WHOLE NUMBER. AUTUMN BLAZE MAPLE `•I•' I N 'T \' 22 TOTAL TREES FOR SACCO DRIVE,12 TOTAL TREES FOR TSCHACHE LANE •�� ' �.:•1 I :::; i I PROVIDED: �•� -t• I I I \ 22 TOTAL TREES FOR SACCO DRIVE ACER PLATANOIDES'CRIMSON KING—* OQO'�v ! 12 TOTAL TREES FOR TSCHACHE LANE CRIMSON KING NORWAY MAPLE Z I 1Ix / I W rr'I ;;�; "mil I Lu I I j DROUGHT TOLERANT SPECIES N U1 W REQUIRED: cr` I 0 i \ A LANDSCAPE PLAN MUST PROVIDE 75 PERCENT OR GREATER OF THE ACER PLATANOIDES'EMERALD QUEEN—* I t PROPOSED TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES EMERALD QUEEN NORWAY MAPLE g l l o l I ' ► o I (D U "�: I U �;•.t'. I I I U 1 PROVIDED: U � Q I Iil I "' Q I I THE LANDSCAPE PLAN SHOWN ON SHEET L305 PROVIDES 91 PERCENT OF Q I �. \ THE PROPOSED TREES AS DROUGHT TOLERANT SPECIES FOR BOULEVARD Y < I l;;•, , I /,W \\ j LANDSCAPE REQUIREMENTS a \I CELTISOCCIDENTALIS"' C ca I COMMON HACKBERRY d C 7 / ca a i E :• .`. I I ! , 4/ I I �•-• /� GLEDITSIATRIACANTHOS VAR.INERMIS'SKYCOLE"' ca a N •.,t 1 I I :.�• , , I I ..1 \ i�l/ SKYLINE HONEYLOCUST-MALE CULTIVARS ONLY (6 Q QUERCUS MACROCARPA"' ! , BUR OAK Y. v \ r J — / t !_`t• _ I - I` _ I.1�: f QUERCUS RUBRA— p RED OAK rrl \ TILIAAMERICANA'BOULEVARD'*** BOULEVARD AMERICAN LINDEN ff I \ m FI I I \ ULMUS AMERICANA'LEWIS AND CLARK"" PRAIRIE EXPEDITION AMERICAN ELM I 61 m 16 willI.'":: " ' ;"', ;;';;;jj`'.;:j„= DROUGHT TOLERANT FESCUE BLEND SOD MATCHLINE 305:1 N MATCHLINE305:2 - N TREE GRATE: 2 Boulevard Plantin Plan 0 10 20 40 3 Boulevard Plantin Plan 0 10 20 40 0 NEENAH FOUNDRY CO.MODEL:R-8708 305 1'=20'-O' 30 1'=20'-0' 8 e issue "'DROUGHT TOLERANT SPECIES 05/11/20 • _ 08/04/20 09/14I20 sm mv2 AeqaL2— _` 't Boulevard Planting Plan P TSCHACHE LANE I N •• 1 Boulevard Planting Plan 0 10 20 40 L 305 a c 30 1'=20'-O' o` SETBACK LANDSCAPING REQUIRED AND PROVIDED: SITE AMENITY SCHEDULE-COMMUNITY HEALTH PARTNERS • ALL FRONT,SIDE AND REAR SETBACKS MUST BE LANDSCAPED SYMB. PRODUCT QTY. DESCRIPTIO CONIACT DROUGHT TOLERANT SPECIES V BENCH 2 LANDSCAPE FORMS SCARBOROUGH MARCUS ROWELL Q BENCH,BACKED HORIZONTAL STRAP LANDSCAPE FORMS PLANT SCHEDULE-COMMUNITY HEALTH PARTNERS REQUIRED: 72'STRAIGHT UNIT-POWDER COAT (269)337-1321 - • A LANDSCAPE PLAN MUST PROVIDE 75 PERCENT OR GREATER OF THE PROPOSED COLOR TBD,SEE L501:5 www.landscapeforms.com BOTANICAL NAME MATURE MATURE TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES SYMBOL COMMON NAME SIZE TYPE SPACING QUANTITY HEIGHT 8'BENCH 4 LANDSCAPE FORMS SCARBOROUGH MARCUS ROWELL ?O BENCH,BACKED HORIZONTAL STRAP, LANDSCAPE FORMS TREES 96'STRAIGHT UNIT-POWDER COAT (269)337-1321 PICEA GLAUCA'DENSATA' 8' B&B PER PLAN 3 20'-40' 10'-15' THE LANDSCAPE PLAN SHOWN ON SHEET L306 PROVIDES 75 PERCENT OF THE COLOR TBD,SEE L501:6 www.landscapeforms.com °' BLACK HILLS SPRUCE Qsv • PROPOSED TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES FOR COMMERCIAL OQ O� BUILDING LANDSCAPE REQUIREMENTS <� TRASH URBANSCAPE-MODEL TE3DIS,'E' URBANSCAPE/ �4 COMMERCIAL OPEN SPACE: Q RECEPTACLE 2 STYLE,32 GALLON TRASH RECEPTACLE WABASH VALLEY 20 \ WITH LINER AND DOME TOP.POWDER 1-800-253-8619 AMELANCHIER X GRANDIFLORA 1'CAL B&B PER PLAN 3 15'-20' 12'-15' N� REQUIRED:96,699 SQ.FT.X 2%=1,933.98 FTz COAT COLOR TBD BY OWNER.SQUARE www.wabashvalley.com/ 'PRINCESS DIANA' DESIGNATED FOR WHOLE SITE:2,714 FT PERFORATED STEEL PATTERN, PRINCESS DIANA APPLE SERVICEBERRY SURFACE MOUNT SEE L501:7 REQUIRED AND PROVIDED: ••' SITE AMENITIES ARE SUBJECT TO CHANGE 2 LF OF SEATING PER 60 FTa OF DESIGNATED COMMERCIAL OPEN SPACE 1,933.98/60= FOR APPROVED SUBSTITUTIONS. 32.2 X 2=65 LF OF REQUIRED SEATING COMMUNITY HEALTH PARTNERS SEATING PROVIDED=44 LF Y FAMILY PROMISE SEATING PROVIDED=32 LF GLEDITSIA TRIACANTHOS VAR.INERMIS 1.5'CAL B 8 B PER PLAN 2 35'-45' 25'-35' d TOTAL COMMERCIAL OPEN SPACE SEATING PROVIDED=76 LF PLANT SCHEDULE-COMMUNITY REQUIRED MECH.SCREENING PLANT ADDITIONS GLEDITLE'••• BOTANICAL NAME REQUIRED SIZE AT MATURE MATjEAD SKYLINE HONEYLOCUST-MALE (C SYMBOL COMMON NAME TIME OF INSTALL TYPE SPACING QUANTITY HEIGHT SPR — CULTIVARS ONLY cas TREES ca JUNIPERUS SCOPULORUM NVICHITA BLUE**** 8'MIN. B&B PER PLAN 3 10'-15' 4--6-WICHITABLUEJUNIPER a CO SHRUBS -O 0 JUNIPERUS SCOPULORUM'MEDORA'••• 6'MIN. POT PER PLAN 3 IV-15' 2' SHRUBS c n, o_ c MEDORA ROCKY MOUNTAIN JUNIPER �. � PICEAABIES'PUMILA' SGAL POT PER PLAN 1 2'-4' 3'-5' i OS 'PLANTINGS IN TABLE&SHOWN IN RED ABOVE ADDED TO ENSURE APPROPRIATE UTILITY SCREENING AT DWARF NORwnv SPRUCE N TIME OF INSTALLATION PINUS MUGO VAR.PUMIUO••• S GAL POT PER PLAN 1 3'-5' 6'-10, 0 DWARF MUGO PINE a) 0 ! ?� BIKE PARI KING,SEEr/ I RHUSAROMATICA'GRO-LOW'•• SGAL POT PER PLAN 2 1.5'-2' 6'-8' L501:4 FOR DETAIL � I � GRO-LOW SUMAC Q �•'o/ BENCH,SEE TRASH LANDSCAPE EDGING, LANDSCAPE EDGING, I RIBES ALPINUM'GREEN MOUND"" SGAL POT PER PLAN 7 2'-3' 2'-Y I GREEN MOUND ALPINE CURRANT _ o-o LEGEND RECEPTACLE, TYP. TYP. I • ..-o SEE LEGEND I JUNIPERUS SCOPULORUM'MEDORA"'• 4'MIN POT PER PLAN 7 10, 2'-3' MEDORA ROCKY MOUNTAIN JUNIPER 'I` i � � PERENNIALS&GRASSES }• COMMERCIAL ,. ,. l - • ..._ ._ _ "u` ACHILLEA'MOONSHINE' 1 GAL POT PER PLAN 4 1'-2' /'-2' OPENS SPACE t _.. _ _ i- .. • r _ _ 7-•,o+eortu,o< MOONSHINE YARROW a + lid+iii _--- ----------- - I ACHILLEA MILLEFOLIUM'PAPRIKA"" 1GAL POT PER PLAN 1 1'-2' 1'-2' PAPRIKA YARROW a I • ��+ - _ r 4 +b, +me �+r++++++11 �y I �O ...-+QL1_1J Exrar _aam I �•-;y JU D 4 POT PER PLAN 31 .25'-.5' .5'-2' . _ f __ - - ^� l eew_ I• ___________- A GBLACKSCALBLOP UGLEWEE eaar I Azo+t 1De ___ , 'KARLFCALAM ERSTES ACUTIFLORA GAL POT PER PLAN 6 3'-5' 2' .J L.i __ e-1� O 'KARL FOERSTER'X _'- ----- ----- -"� -I I KARL FOERSTER FEATHER REED GRASS P 1 44 i DESCHAMPSIA CESPITOSA 1GAL POT PER PLAN 12 2'-3' 2' TUFTED HAIRGRASS [ ' m �_ I' - •—>- '�eaAr , '-- _ r — I ECHINACEAPURPUREA"' 1GAL POT PER PLAN 5 2'-5' 1'-2 a' t *_ ' ,a '�""' �'"� I -�, 0 PURPLE CONEFLOWER 1 • v o _ _ mil, 1•' �1, - `1 R� a° iti.. ^u"ce osrxe '�'""R°"� _�' I • ECHINACEAPURPUREA'WHITESWAN-* 1GAL POT PER PLAN 2 2'-3' 1'-2' ,me WHITE SWAN CONEFLOWER COMMUNITY HEALTH GERANIUM SANGUINEUM 1GAL POT PER PLAN 8 .75'-1.5' 1'-1.5' PARTNERS I BLOODY GERANIUM Q m+uooe wear O HELICTOTRICHON SEMPERVIRENS"' 1GAL POT PER PLAN 7 2'-3' 2'-3' w m ' weer KEG e w ;;` BLUE OAT GRASS corm. ,m et - -' LIATRIS SPICATA'KOBOLD'••• 4- POT PER PLAN 6 1.5'-2.5' 1' o °'. I J_. -7 L--J ^• - - oum"rw� ,'C n•c•t0m KOBOLDGAYFEATHER �. y etur w++l / � �® --- -� _ NEPETA RACEMOSA'WALKER'S LOW"" 1GAL POT PER PLAN 8 2'-3' 2'-3' ow+u • � .� 1 WALKER'S LOW CATMINT + < 'F}' avc� a I v, •ro++Aoe ITEe M `%' Of '^ I l POLEMONIUM CAERULEUM'BLANJOU' 1 GAL POT PER PLAN 14 1.5'-2' 1.5'-2' m • - - ' +o +m +�• O I BRISE D'ANJOU JACOB'S LADDER SCHIZACHYRIUM SCOPARIUM- 1 GAL POT PER PLAN 8 2'-4' 2- .2 , I v \, �-,_.;, rooa �� mo++Aa• �� eaauw+w o I LITTLE BLUESTEM SPOROBOLUS HETEROLEPIS- 1GAL POT PER PLAN 2 2'-3' 2'-3' PRAIRIE DROPSEED t •:"I"'- Timor n:aAn,.L. `uu \ '-+ I OTHER • , • - -'- _ - r- 16 +_,z_� i�iTM wiiTM ieTMTM 's j I NATIVE FESCUE SOD BLEND SOD PLAN 0 a e ISSUe i yf _. _ �, �° • `••= '�� - _ - G 05/11/20 P N 5 26 FTz ALLATIN VALLEY SOD 0B/04/20 6 }; _ _ _ —= ROCK PER PLAN 1,780 FTz ®- I l l 1 Y2 ALL ROUND-OR APPROVED EQUAL r I _•'_:__• 3'-4'DEPTH __ _ f •_-Jl j�a - .�� _ SEE PLAN BLACK ALUMINUM EDGING EDGING PER PLAN =350 LF r.�._;j., _ NDARY y _ FLATWILLOW LANDSCAPE BOULDER Y MIN. BOULDER PER PLAN 9 TYP. : r , . -- rBUILDING ACCESS 1-PLANT SCHEDULED ALTERED DUE TO BUILDING FOOTPRINT ADJUSTMENTS "'DROUGHT TOLERANT SPECIES _ _ - _ _ __ __ _ _ ____ _ _ _ __ _ _ _ _ __ _ __ _ _1_ _ _ -- - -_ _ _ - _ Community Health _ Partners Planting Plan l N 1 Community Health Partners Planting Plan 0 5 10 20 L 306 3 3 1'=10'-0' v PLANT SCHEDULE-FAMILY PRIM CENTER SETBACK LANDSCAPING SITE AMENITY SCHEDULE-FAMILY PROMISE BOTANICAL NAME REQUIRED AND PROVIDED: SYMB PRODUCT QTY. DESCRIPTION CONTACT SYMBOL COMMON NAME • ALL FRONT,SIDE AND REAR SETBACKS MUST BE LANDSCAPED 8'BENCH 4 LANDSCAPE FORMS SCARBOROUGH MARCUS ROWELL TREES BENCH,BACKED HORIZONTAL STRAP, LANDSCAPE FORMS ACER TATARICUM SUBSP. DROUGHT TOLERANT SPECIES 96'STRAIGHT UNIT-POWDERCOAT (269)337-1321 COLOR TBD,SEE L501:6 www,landscapetorms.com GINNALA AM R FLAME AM UR MAPLE REQUIRED: • A LANDSCAPE PLAN MUST PROVIDE 75 PERCENT OR GREATER OF THE PROPOSED TRASH URBANSCAPE-MODEL TE3D1S,'E' URBANSCAPE/ TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES O RECEPTACLE 1 STYLE,32 GALLON TRASH RECEPTACLE WABASH VALLEY WITH LINER AND DOME TOP.POWDER 1-800-253-8619 �2 COAT COLOR TBD BY OWNER.SQUARE www.wabashvalley.com/ THE LANDSCAPE PLAN SHOWN ON SHEET L306 PROVIDES 75 PERCENT OF THE PERFORATED STEEL PATTERN, SYRINGA RETICULATA PROPOSED TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES FOR COMMERCIAL SURFACE MOUNT,SEE L501:7 JAPANESE TREE LILAC O�O BUILDING LANDSCAPE REQUIREMENTS GRAVEL PATH APPRX. T WIDE COMPACTED GRAVEL TRAIL TBD eC��1� 200 LF -f Q COMMERCIAL OPEN SPACE: '•• SITE AMENITIES ARE SUBJECT TO CHANGE O0 FOR APPROVED SUBSTITUTIONS. REQUIRED:96,699 SOFT.X 2%=1,933.98 FT2 DESIGNATED FOR WHOLE SITE:2,714 FT' 1 REQUIRED AND PROVIDED: PLANT SCHEDULE-FAMILY PROMISE REQUIRED MECH SCREENING PLANT ADDITIONS GLEDITSIA TRIACANTHOS 2 LF OF SEATING PER 60 FT2 OF DESIGNATED COMMERCIAL OPEN SPACE 1,933.98/60= BOTANICAL NAME REQUIRED SIZE AT MATURE MATURE VAR.INERMIS'SKYCOLE— 32.2 X 2=65 LF OF REQUIRED SEATING SYMBOL COMMON NAME TIME OF INSTALL TYPE SPACING QUANTITY HEIGHT SPREAD SKYLINE HONEYLOCUST-MALE Y COMMUNITY HEALTH PARTNERS SEATING PROVIDED=44 LF SHRUBS CULTIVARS ONLY co FAMILY PROMISE SEATING PROVIDED=32 LF a -- TOTAL COMMERCIAL OPEN SPACE SEATING PROVIDED=76 LF &4 JUNIPERUS SCOPULORUM'MEDORA"•• 6'MIN. POT PER PLAN 3 10'-15, 2'-3' N MEDORA ROCKY MOUNTAIN JUNIPER 'C c co N C c 'PLANTINGS IN TABLE&SHOWN IN RED ABOVE ADDED TO ENSURE APPROPRIATE UTILITY SCREENING AT a`) TIME OF INSTALLATION o_ c o -v 0 2 \ c: Z) PLANT SCHEDULE-FAMILY PROMISE CENTER c 0_ cc BOTANICAL NAME SYMBOL COMMON NAME O_ N \ I I \ I SHRUBS/WOODY VINES (1! O m I (TWINING VINE) LONIC MANDARIN HONEYSUCKLE O \ I PICEA ABIES'PUMILA' `\ I f BENCH,SEE LANDSCAPE EDGING, BIKE PARKING SEE I •.,. I \ DWARF NORWAY SPRUCE I LEGEND TYP. L501:4 FOR DE TAIL I � \ I �C`i� RHUSAROMATICA'GRO•LOW'•- �1 GRO-LOW SUMAC --_ I JUNIPERUS SCOPULORUM ' 'MEDORA'**' MEDORA ROCKY MOUNTAIN I \, I I ■ f l JUNIPER rs �!; -= - .- - - - ...-_ ._.. .. •- - - -------------------- - :.I. _ 1+� PERENNIALS&GRASSES e / D a A GA REPTANS'BINBLASCA'I W"• BLACK SCALLOP BUGLEWEE PLAYGROUND pp A FO ROSTIS X ACUTIFLORA ' 171 KARL RLKFi4ORL OERSTER FEATHER REED_ a DESCH MPS A CES TOSA GRASS L I I { �! TUFTED HAIRGRASS J - f ECHINACEA PURPUREA"' a •, I ,� I __ __ P I -- I i +, PURPLE CONEFLOWER HELICTBOUEOATONSEMPERVIRENS'•• o GRASS ; -- 77 L-- -- ._ I LIATRISSPICATA'KOBOLD'— m KOBOLD GAYFEATHER " = FAMILY PROMISE + y� I I �� ® NEPETWALKER'sLO CATMTLOW N I � + I POLEMONIUMANHRJ BLAN U u COMMERCIAL � CENTER BRISE DOUACOB S LADDER 'm OPENS SPACE -- - f SCHIZACHYRIUM SCOPARIUM- - AREA,SEE NOTES - - + �'' I � i - '�• "`'"K '� --- ' � LITTLE BLUESTEM :.. II ------' ------- --------� i OTHER i i ........ c t JI UPLAND SEED MIX,SEE SEED SCHEDULE A p I PAVILION,SEE / t 3 I TRASH �" � �I ' ARCH. _ 1 Yz ALL ROUND-OR APPROVED EQUAL RECEPTACLE, -^--___ - �r I ■ 3'-4'DEPTH SEE LEGEND -------___- _ - -- -- _ ^ I SEE PLAN BLACK ALUMINUM EDGING --t-- � � --..------_`._ ------ -- --" _- I PE BOULDER �" _----- ,- - ___ Issue ---- - 05/111zo f + +'-•f--+.t }' 68/04/20 .� i j". .. ... .. .,. .i' E'r + + r T r + Y Wit. r _ _ _ _ _ Family Promise + + + + + T - - - - - - - - - - - - - - �� - - - - - - - -- - - - - - - -- - - - - - - + + r Center Planting I I`'I — SECONDARY LANDSCAPE EDGING, 3'GRAVEL PATH, Plan I'R■il BUILDING ACCESS TYP. \ SEE LEGEND N 3 Community Health Partners Planting Plan 0 5 10 20 L 307 a v` - - - BENCH,SEE + y BIKE PARKING,SEE — --- -.,�� +------_Ji.-----ARCH.- - - .. L501:4 FOR DETAIL J ---- _ _-_TA- PLANT SCHEDULE-SENIOR CENTER I 1 1 BOTANICAL NAME SYMBOL COMMON NAME TREES ACERPLATANOIDES'CRIMSONKING"" CRIMSON KING NORWAY MAPLE + -- 111, r- ',Qj _ • ACERPLATANOIDES'EMERALDQUEEN"" EMERALD QUEEN NORWAY MAPLE :* '- .\ -um•- ' . ACER TATARICUM SUBSP.GINNALA'FLAME"" • =_9 ',L"'� - . . . FLAME AMUR MAPLE i JUNIPERUS SCOPULORUM'WICHITA BLUE"" c C WICHITA BLUE C -'-✓ W LANDSCAPE EDGING, a cC y yTYP. POPULUS TREMULA'ERECTA' c a . ,�, I •: Y ` /V COLUMNAR SWEDISH ASPEN ` + �•. ..1 = _ _ = POPULUSTREMULOIDES ca a - - :.•r:•. t t _ _ -" y QUAKING ASPENco O W/ ,__ :_--�=d ` `'11-� _ •I,1 _ - \\ SYRINGARETICULATA 4] 0] JAPANESE TREE LILAC 3 SHRUBS J,�y,�j JUNIPERUS HORIZONTALIS'PRINCE OF WALES' T.9 PRINCE OF WALES CREEPING JUNIPER RHUS AROMATICA'GRO-LOW"" GRO-LOW SUMAC RIBES ALPINUM'GREEN MOUND`** - + _ \ GREEN MOUND ALPINE CURRANT � SENIOR " v \\ ® SPIRA OR BIRCHLEAF SPIREA I =_= BUILDING _ ° �„ ___•_}�-: --11 � ,, PERENNIALS ! I y`. + •:fit'., :` �1 -••1 _ + ACHILLEA'MOON y� " V I - MOONSHINEE YARROW ! -��F ACHILLEAMILLEFOLIUM'PAPRIKA"•• F m + + I y + -+^�"; - li.__ y PAPRIKA YARROW CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS DESCHAMPSIA CESPITOSA # -t TUFTED HAIRGRASS ECHINACEA PURPUREA"' PURPLE CONEFLOWER - . ECHINACEA PURPUREA WHITE SWAN"" WHITE SWAN CONEFLOWER GERANIUM SANGUINEUM + • + + --ti-'•. � __- - - BLOODY GERANIUM ___ - HELICTOTRICHON SEMPERVIRENS' a •LANDSCAPE EDGING„ ______=_- 1•� O BLUE OAT GRASS T,P. s LIATRIS SPICATA'KOBOLD"" KOBOLD GAYFEATHER NEPETA RACEMOSA'WALKER'S LOW' E 1 v + y WALKER'S LOW CATMINT SPOROBOLUS HETEROLEPIS" _ I OTHER Q «+ + 3 - . v + DROUGHT TOLERANT FESCUE-BLEND SOD <• .. <• o W 1. V , - --=_-=_ - - - y D EQUAL! --•- _•`- =__=_-_=__=_-_=_______________= APPROVE a e Issue 05/11/20 z 3 -4 DEPTH 1 i I I = SE N LA LACK ALUM EDGING .. EP B ALUMINUM 09/14/20 � b a a W W + !W L__ -'sj-rg_. +` \ ® FLATWILLOW BOULDER Y MIN. NOTE:12'TALL WIC HITA JUNIPERS PREVIOUSLY REQUIRED ATTIME OF PLANTING FOR UTILITY SCREENING AS CALLED OUT IN PLANTING SCHEDULE IN ORIGINAL SUBMITTAL SEE SHEET L004 Planting Senior Building in Plan _+ ! Y•- N / 1 ` Senior Center Planting Plan MATCHLINE 309:1 _ 0 5 10 20 L 308 v MATCHLINE 308:1 PLANT SCHEDUL _NIOR CENTER " Y Y " 1111111 oom 2BOTANICAL NAME ..,.,,ram..... ./ I _'� " tT. * SYMBOL COMMON NAME 77- TREES + " 1"' 'f - - — _'�-T��. _�,a�-• -- " ACER PLATANOIDES'CRIMSON KING"" CRIMSON KING NORWAY MAPLE O ACER PLATANOIDES'EMERALD QUEEN"" EMERALD QUEEN NORWAY MAPLE O Al � � •1 a l � __ � III i--� I I� - .� a e � ! .. ✓ 1� " _' _ _ _: _- - I 1 -yam'` �I I I - -- n ACER TATARICUM SUBSP.GINNALA'FLAME"' FLAME AMUR MAPLE _'_ . . m JUNIPERUSSCOPULORUMWICHITABLUE"" a 76 TRANSFORMER AND II � -•-• - •-•- WICHITA BLUE JUNCTION CAN,SEE" c0 POPULUSTREMULA'ERECTA' c CIVIL as COLUMNAR SWEDISH ASPEN I I \ I POPULUS TREMULOIDES 0 TMPDSCAPE EDGING, / QUAKING ASPEN as „,7 _ _ y' -i_• --- _ -_ - SYRINGA RETICULATA N o__ f _ -_ _ - - _ -- �'` �zw:��`- --- µ " JAPANESE TREE LILAC m _ " SHRUBS Q .-._:-_. -':.. _ ,� JUNIPERUS HORIZONTALIS'PRINCE OF WALES"" 'I " _ - _ _ • PRINCE OF WALES CREEPING JUNIPER . LANDSCAPE EDGING,' RHUS AROMATICA'GRO-LOW"" TYP.',1 " - - _ \ I,II _- , " " GRO-LOW SUMAC RIBES ALPINUM'GREEN MOUND"" GREEN MOUND ALPINE CURRANT -!-�- • TOR BIRCHLEAF SPIREA �-i}-- PERENNIALS&GRASSES "• ; L `- -- ACHILLEA WOONSHINE' MOONSHINE YARROW ACHILLEA MILLEFOLIUM'PAPRIKA'*** ,_I, SENIOR PAPRIKA YARROW rilr �' -.'--rl`"'-T .2_=_:_ CALAMAGROSTIS X ACUTIFLORA'KARL ## m I 1 BUILDING 0 FOERSTER' F ......_..� BIKE PARKING,SEE KARL FOERSTER FEATHER REED GRASS L501:4 FOR DETAIL { DESCHAMPSIA CESPITOSA Yy BENCH,SEE TUFTED HAIRGRASS ECHINACEA PURPUREA"' PURPLE CONEFLOWER ! - - I ECHINACEA PURPUREA'WHITE SWAN"" ' WHITE SWAN CONEFLOWER m GERANIUM SANGUINEUM f� ! BLOODY GERANIUM HELICTOTRICHON SEMPERVIRENS— / IC BLUE OAT GRASS LIATRIS SPICATA'KOBOLD'*** KOBOLD GAYFEATHER -- _ NEPETA RACEMOSA'WALKER'S LOW"" _D__ p .' - "__________ _ ___- v WALKER'S LOW CATMINT ' SPOROBOLUS HETEROLEPIS— I! I I = i 1 I OTHER DROUGHT TOLERANT FESCUE BLEND SOD I =__ - __ _ 1 Yz ALL ROUND-OR APPROVED EQUAL -'_I ! 3'-4'DEPTH date ISSUe IUi :...:.._. _ 05/11/20 I - __ ----- - r SEE PLAN LACK ALU M EDGING 08/04/20 zo ` - -- B MIND - - 09/14/20 sire�re.2 I = FLATWILLOW BOULDER T MIN. a ° , x I l J = m /.• _ \ NOTE:12'TALL WICHITA JUNIPERS PREVIOUSLY REQUIRED AT TIME OF PLANTING FOR UTILITY SCREENING AS CALLED OUT IN PLANTING SCHEDULE IN ORIGINAL SUBMITTAL SEE SHEET L004 Senior Building Planting Plan MATCHLINE 310:1 N n L , Senior Center Planting Plan 0 5 10 20 3 309 1•=10'-0' L 309 a _ • S u T. NORTH SI I a \ NORTH SITE SOUTH E 3 _ 1 0— —� Qa P i I I sourH SITE OD♦1 \ ,.rt m.®una,Y]LVN.,Eo,.0,woo�uc Enls.olr slscuas ro 'O \ maaY.lTe.nN na,alHu nm ro vast TIMT THQS re:,o oivcrs., _ - 4 ID �? ( I 24 I i \ oa Aa DE aAas wmo,D saoa.Du ws 39 YWEA is.a om®4 O w 'Do WM1 IEII IIM MOIIDI,OU!II16 f�El.'1.960£iMll 96-U m I I PROPS, 3>alO®mm NA omm PDola:,airs SENT C. I I I I .a,, \ >.�TNA Ylr.am ro Ya,aAm T wDrs u D msMMATm.mrmNm: w..a.D raD ea IADe sYLL ucom.DlAm mom.m,aYAl a 1•DwEl01 LJ I �♦'{"'�(IYP,T✓tlI .A116 9Mu e�0.e s m�i na«. nccc�ils�ar,xMi e o s�wr. � / IFD6Ol✓Om//I�W1Q0[Mm SMNL�lOIA1f0 tl A,O.M OM M RNt�S�11, S NSW1ID IlI10DmR01.m PFR MM. F'�'�M wlq,l F1RNeC COOS 4 ® \ Caa,.E S,,,A BC I6fNlID mM.tort corm 1LOOII�art a le w®BFJDY �,Ia ► !fl I+19 I I E..hFll rnooc. .O O `� _ I I I C 0.OCOIYONI[��lt)6 6 M Y0f1 RO.MIO leIC110M®�wM NML RISE V',:I ).aaacc IAR Pac eAm fEY IAR fEll Yim..nume ISp.RLlm11,A,m P.1Nmq U>T{Alf PoIL(K4 OF.TAL i70 \ D CDS A YD I EN�G�NE�ER�ING Al I ON�OYr�6 t lm,clas mDYI•,'M w.a b Pic rn,A,T Y�I,m N 0. 754i1 21 T.t 11 Y11IxJ ir7 X.n$n1 7. I ► /m0a m YYY.CISIEMOI.[tIIIIIO.COY 1 0 m`"0N0Em s Y'"�ec'uenm� Dnm°Dc�""`.m""`sw mats M W M. '. .DOY. 13 k I A n oeDe[41_em,b CO E ro TK A.nal.YD ew c 3 sauna GULL BO<M IIONI ROIL M ma(f VOIL 0�4 / �CIa13 IiMY M MAILBOXES \O IAfI POIL ro e<e6Ml1LD wi M OYDlair S,C..AW 0 IYEC pQN®OAl ro[i O � 15 O OIAOED ro[L troollm ro M.6f. 0Lo I \ \ CIO S OP EXERCISE AREA —� / I \ \\ QUA,,amw J In 5 \ vram-is on ,l'r,. Z Z .s..,m qm ae emn L a LLI N O\ zl I t@—KING LOT LIGHT POLE BASE DETAIL (V Q + 0 / 0 N 4 w RETENT`P \ \ O+ I J N + 1T I I POND \ Q ea IT 1 11, I - ----- p a PLAYGROUND 5,275SF \ INF./TODOLER PROPOSED TR :ifmd:l _ PLAYGROUND REVISIONS 715 SF NO. DESCRIPTKIN DATE J FI 3] FA L ADDF181UM Dl oawao T FlRE RISER P O a t A PAVI N \ 4 \ PROJECT:CDSI 1112017 \\ DRAWNSY CVD '� .• \ APPROVED STE DATE Seq.2.= REVISED: ELECTRICAL SITE PLAN - i SOUTH N SITE PLAN-SOUT SHEET NUMBER SCALE:1--25'-0' - ES 1 .1 a'Mr5�► I ■I■I•I■I•I IN Orr ■I•I•MINE •I■I• MENOMINEE I ENGINEERING I � • � ,,,�� °ter ;:1:� w tt IT IT •�� ` i�iiP�.�1 �..R� O a� ms_ , E ;1 � L ,- ITO E-3 T's ICI ,_: . AR 6. o . . Ij MIA IJ- DRAWN BY APPROVED STE DATE:SmL REVISED. . .. � r I '� � �IEb' '�! O �1� Ll �'.Gi ►;��m � �� ECTRICAL + +2-1.- 4"49.9 Q1+a7+oa+o9+1D+1.1 +13+u+lw+1A +IA+1.1+1.2+I.1+1.1 +1.y.1+13+13+I.O INA I N NOTE: + 1.1 +oA IT IS ABSOLUTELY NECESSARY FOR ALL +OD +2.1+19 +0.4+0.6+0.7+0.7+0. J 9+1., +1.2+1.4+1A+2.0 +IA+' +1J+1J+1.2+13+ +1.1+1A+0.9 TRADES SUPPLIERS TO COORDINATE WITH EACH NOTHER TO VERIFY THAT THEM ARE NO +01 _+0.7 + +lp+1.1+1.4+1.7 I 6 +3 A+,.e+,.6+1.++1.]+1.1+1.1+1 +0 B1 -` +9A COiW�DS,YIN LOCATIONS F DUCTS. CER Al I` 0. I.�IA+1D 7 . p A 1.) fa 13 IJ+11 1.1 1 1 / F \ \ ` PIPING, DIFFUSERS. ELECTRICAL LOXES + + ..Lt 12� I 2a IA 1 1.1 1 - i' + + 0.7.to 1J 2.9 3.6 13 3 1 to \ \ + AND OTHER ITEMS THROUGHOUT THIS �p 742 +1 0.4+ +0.e+0.9+0.f 410+ +• .7 + y+ +w+ ♦ +'w�+ i .2 .2 ,7 13+1.3+1.3+' .1 1 +IA+ �, '1 + + f-I�1��+ \ \,,,, PROJECT FlNN. PLACEMENT OF +s.aA 0.4+ m { } J .7 9 1.e+1.4r 3 +T 3+I3+'3r'- +1. ` 0.0 +1 +03+ +f -0+,3+,., ,. ,J J 3 3 1 a ,J+'24' 'J , +' p C � 96-U + FD.. 9+>L�+,., ,3 , +�9 .1+,3+,3{,.2+,3+,J{,.. { +,. Ll PROP-8 IL °A \�G �G 1.1 0. f.l a 0.7 9 12 1 1J +1 z OA \ + + + + ,., ,J ,3 + + + p. SENT . + + 1.0 1., ,3 +0. 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PROPOS TR r\ + + + 1. +INFITODDLER oa 3 1.e 1 9 + PLAYGROUND REVISIONS oJ+ 5+2.0+4.1 3 +2 § +' 715 SF im No. DESCRIPTION DATE +2.2+ +2. FA L +t ao +1, 1.e +19 o z +a FIRE RISER S +•9 + +.4+ .4 +xD 60 t, + � -A + +1.0 Us + t S PAVI N ro + +,, a +33 \oo PROJECT r +o'a +1 3 2 +.+ + \\ +010 CDSI#017 +' + + + + 0.3 0.6 + \ +9-0 DRAVRI BY STE.CVO IV I \ +p.0 APPROVED STE DATE:MAY037070 REVISED: - OA ELECTRICAL SITE PLAN-SOUTH PHOTOMETRIC I l I I I I mSITE PLAN SOU _I PHO��TRIC i gHEET"�RE S 1 .3 + +ap INA I N NO IT IS ABSOLUTELY NECESSARY FOR ALL TO COORDINATE WITH EACH OTHER AND +- DO THERE ARE NO CO , INTHAT +0,0 (LER HEA G OF DUCTS. FIRE RIS +aD "+ \ NCONDUrTS OIFFUSERS. ELECTRICAL BOXES ap \ \ OTHER ITEMS THROUGHOUT INS I I 1 rl 1 it .I + PROJECT BEFORE ANAL PLACEMENT OF r ! ! r i +9A 0�.A i MATERIALS. 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J-1 0 1 +1 1.1..i i;3 t+1.1+.7+1.1 + +1.4+1{+1 +CA * '+ l.. �� U® * ♦0."+� 9' .0 1.1 +1 13+A .0 +7�1.1+.II.1�1.1+'.'+L'T 9 +0.4 �0. +O +J +12+1.4+,.6 .0 n !. +•O +13+.3+12+2+ +1.1+' +0, PLE B) -- \ \ PROJECT: +0" + A}09+,�.I0nn1.1+./+1.7 3 _+1li:8��+fLL.6+.4+12+:f+,-1 + e,a r c \ic"' CDSI#2017 to 1 1 J%1�v' .0 _ -0 6 IA 13+J IA I' •TOM I 1 \ \ +� +7D+7.2 t + A�2-+ +' +3+4'3+ + +4'9+ , 1.4+2 + + + ORAVM BY STE.CVD 0.0 +73+7.1 +"0+0.4+OS+OA+09+09+1A+12+tA+1.7 +22+22 3+1.7+, +13+1.}+2+1.1+1.1+tA+a7+1A+4.4+13+29+3A+12+3A+2.•+1.3 +On APPROVED STE + +0.7+Le +-4+0.4+OA+0.7+0-0+lA 1.1+3+3+13 +1.7+19+1.5+1.4+2 +1-2+"+12+1.2+1.1 +32 +lLo DATE:MAY 052020 REVISED. . +9A +32+13+01+0.6+0.7+01+12+1-1+12+3+3 +12+'1+1.4+13+12 +12+13+13+1.4+1.1 +0.0 +2•e+1-2+0.4+OA+0.7+09+•2+,.,+2.+13+1.4 +0-9+1.1+12+12+1.2+12+13+1.• +1.9+1.9 +� ELECTRICAL 1.4 0.7 a• as oA 9.1 1.5 0.7 0.9 1.2 , 13 1.9 2.1 4PA SITE PLAN-NORTH t �. 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OJ 120 SPQ5 SLENIORBNLOING-FXT.ELEVATIONS-AREAW USn+20 w SP+26 SENOR BUILDNG•EXT.ELEVATIONS•AREA'S' OY+12D N ¢w SP12a SENIOR BUILDI •C NG-ELT.ELEVATIONS AREA OS1+120 SP126 SENOR BUILDING-ELT.ELEVATIONS•MEA'O OSn 12D m SP' FAMILY PRb(ISE CENTER-LEVEL ON: fKV,120 SIP 30 FAMILY PROMISE CENTER-LEVEL TWO O5n120 ~ p SP 131 FAWLY PROMISE CENTER-ROOF PLAN 05RIM �9AILTER LANE-__ SITE 6 BUILAINO DATA SP 132 FAMILY PROMISE CENTER-ELEVATIONS O6M 120 Ly,O _ SPIM FAMILY PROMISE CENTER-ELEVATIONS MINT •1 E E E• �• ` ��OESGGIDIIOM WAAIU SP+36 CONM,HEALTH PMT.•FINST FLOOR 05n,a L••A \ LOr]AOF THE{TAT OF SACOOOCNiOAR 51ERW5ANamA IOGTEONTE NW% IIIi6LPS�Tf4E®Y$� SPI32 C011a HEALTH PART.-SECOND FLOOR MMO W - SECTIRl I.Ta4R5EPL2LOALLANTN000NTY pE ODTrW 11-0fOROOWtE WIi0A13•ai SPIW COMA HEALTH PART.-ROOF PLAN 0511120 ¢ EE90GTrr O1 GRO0p•ta UA X3 W SP, COMA HEALTH PM o 0T.-EXT.ELEVATIONS OSAIM = 12� �•�.••` AREA[OYERAG0..4E ESIOFMVI(56EOROOp•aelMr3xa•IS Z ODI p -•`�-` IOTAR(A•fn PARCELT-554+2S0L11H ACIES) CEAHtN,(OFFICE)-LMa SF s(I PER X5D SF1•e SP133 t0 COMM.HEALTH PM XT PART.-E .ELEVATIONS MIM O COdERCw PEdX KN6J-b N PEP TE aEInUrIPNYS C.0 IMaraXACRE We U -.11LONOM100TPRN+•111.1m SFIIDA[%OFPARCELI •DTI PER FTE[MRffIEES)•N COI CIVIL Im raMtSE W E N OIERCILL(MY CHID-1a(1 PEN RE FMPIOYEk3X•all PER IS - PFRCBn LOT COVEMfE•SNY•a1MOMAAnA1 AEQIR@IIXf) CNDRBO•Dt Q rm,M•� REVISION tMT raxACHE wE I IRs raxACIIE wE TOTAL Rmnw AREA•mer6 S mtnEACNLARu•a4m5 SHEET NO. SHEET TITLE DATE -I raxAcxE wE INaraxARle ux, REs+oEHrluAIEA•algm sF Rowl E aARAOE•N RIRFACE PARxNO mT•N5a IRIS raRACxE Wfi ` _ Ml raaAClle uxe Ft00R AREA RATA IFAAO.341(aPL6PARCEU ADIACEHTOYfifILEEi PAAx1A•a COO TITNOTES. C6111rLU 116E0 Irf Maa raNACMi WE •`� Ay�.� Im TKNAL LIE TOTAL PNIXIMO C T1ON AREA•I KCIS V(2C-OF PARCEO TOrAI•� C0.1 EXISTING LEGENDS ABSA SURVEY OSn 120 (� Itaa ratlACNE Wf •`~� F 1MrncxA 6-0 TOTAl11aD5UPEDMFAvae4MSSNT-51%OF PARGEO � LL•I TOPOGRAPHIC SURV965UINEY DATA OSM 120 (4F RFSOEArMI.OlAE4XRm PNU[IOSTALLS.A... Cl.l TOPOGRAPHIC SURVEY OSM 1Fm RT raxAGBC WE `•. TOTAL O%ELLNOIneR•Q,fOLNETYWa MREE eEI)ROPItaB'r6 CpRIEAOLL•WREO11Rm PMIOA 8TALL9 x.10•H me EROSION CONTROL 6 CONST.MANAGEMENT PLAN 05 IM unH TOTII.'.O ..Gai 4MNOY i I m1lRcRnAAacxlEe wE RARmYATeL�B c5 ID mltsl RACES)Il15 UNr5 PRME TOTAL ewRE'SvNDESHNTNO LP•P OlaVO@ CCA3.tt,..,.,.,.,....OVERALL.SSCITE PLAN U08 Y..L111M. 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QMF-A E,�.111,1:..-..:......:.:.. ,.:,.•.•..,..,.....: \ I W _ lQ Rwrsuae.>a x¢rraEe.wX•LnAaEs 'SgO . :..,....:C.t+F.R.R PLANJ7PRION,..,.,..,.............,......:.......:......,....?OR9rl.C•� I COYEAGI oPEA'aMLT C5.+ SEWER PUN 6 PROFILE OS11120 I41dL8E$lHE2 . . . R10V18 aT CtI4A tlatIEg[IT3D1 x fiT AGES•ATI•At ACRFS Ci2 SEWER PLW6PROFlLE uw= O_5I1 120 PLAU(5)•2Tm9OSr. CO.a WATERPUN6 PROFILE 05I+12D 1m raxACxE Wfi 1 20 I$AL•LTmW GSA NBl•iSDK11L511t2H2O S.N,�•NRSIap O i TOTU MPRov131fMSMLDI•iRa@ C40 CONSTRUCTION DETAILS OS111 ANTaES RewoE¢lNX taro (ASH ANa.Hr.ngMna } PPUU"XA MTDDMKAM NLANDSCAPE REVISION SHEETNO SHEETTITLE DATE OBWY{01.rxc1 : ..::v. ....: .LOM SITE LEGENDSam S TE LEGENDS (alqla Loot SITE LEGENDS14 AIOIIa 1JA SSOSv.N M :'L300 OVEW.L`L`LANOSCAPE SITE�PIAN,.., 06r0N20•. 141o>eWSwalML301 '-lwuTORM WATER POPI(x9AiRA1L-CLANl71NGPLfU1� -- ��-05I1120 F4 :..-,.,W9?ER,G9D11SE•5484kK:Pyy{r!NG AN........:.:.:.:.: sn raxAalE wE z (S 41 �w '-Ilamn.�'NnsOntn JL3OT PMIOHOLOT-PLAN O50<2O:Qj c1 9 - eAac u.e :FWw NA M!,T.q x1A ;L3a .... PMIONO LOT.P VWnNG PUN 1160C201 revisions Nw iE I ra,uacmwxAacAw ..... :.:.::.�:,:::::::-..,..OShfO• 11L\••'••'�ff1�� t OV[Ntnn-mina ':L306 COMM,HEALTH PARTNERS-PLANTING PLAN 08,020 ADDRESSING LEGEND V1111111111_J (M i Ivatlwrra.aa+ :i L30T FAMILY PROMISE CENTER-PLANTING PLAN o60a2o'•: Lot 3A of the Plot of - RLM SENIOR CENTER-PLANTINGPLAN Oa&26;• SOccocda Minor a [NOTEALL.-.--E.E� xlfll MMfAO :;L3D9 SENIOR CENTER•PLANTING PLAN OSA '..'.!, Subdivision 407A.Located y SAC rR SfaEETMYBFA 1 ,va,a��2R ;:L310 SENIOR CENTER-PLANTING PLAN 0641/A;(�♦ in the NW%SECTION I, OMO1n. xy. ar A;a L311 MULTI-FAMILY UNITS•PlANTOaG PLAN 06041e0t T2S,Rye,P.M.M., u•Nemrw ANawt �, aM :.L31z MUlT4FAY.ILY UM WING T$-PUT PLAN ^ :' GALLANTIN COUNTY m i :'L313 MULT4FAMILYUNITS-PW PU JTINGN OSA4110?; QQ }L311 RONHOUSEA-PIANTWGPIAN OSIl12o;• TJI r ; L315 ROWNWSEB•PIANTINGPLA / ,N ow,M.. address I 'LbiW.•.. :::..:..(w1iO3�iP@bE'Tiai�:-.-,.•:•.......:..............:.:... PROJECT NOTES Mj1!WL5..............:.:.......:....,- d NETVAo4O03TONSTE-SEECML .LSOO IRRIGATONWATER115ECALCUUTIONS '�•� GNB 1. THESITELESwA 11 Y A'o00PLW.sEECRLL `1801 IRRIGATION DESIGNATION 4 OBAa20'; c Iaa raxAcxE we cRwaxm roar . . I wraucxfiw, 4 ODIE MEWSIR0.HGNr Roca Ourlxowr+cs aalTcsOR mRFwIr TOPOCAIAIG TiATURES .. :.:........:::......... ,::.........:.:.....:.. ARROWLEAF PARKS < xeuTx wme i 1�ETE-ND UIQUE--FFATNEssr'[nG"a"nnlFE"RFAOR"LCETATIVEcww• PERENNIAL PARK PUD r,,Q, �,h, _ iTSNEEEI CEN ALR EOHEIOE MT CSI ORAPOE0.0OIGL ELECTRICAL WARTNW WE9 - - - REVISION -- - - SHEET NO. SHEET TITLE DATE L---TSCHACHE LANE-•--•--->---•-----SpRHRmPERn.las ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS project code w ESI.1 ELECTRICAL SITE PUN-SOUTH DS1120 p (My2ty1.DP4 THIS IOwETAE9 THAT 1HE R1LLpNlO RAJHCt wA9 ES1.2 EIECTRICALSTEPOLE-NORTH W 20 OESP31EDYie(ME H0.L ggAt®(1E nMT TlECTY'OF eREWW NROaIO P 0 O O 0M9fE1 N0l NOTEEYEIY FOR CONRLNICE NTIIl NOP6REHYIRBIEf»A E51.3 ELECTRICAL 5ITEPWx-SOUTH PHOTOMETRIC 05O1/t0 Q� BSORCEYtNT Or TN:fEOEAAI ANdCNlSw06AS¢rTESACFOFIWq ME ES f.a ELECTRICAL SITE PLAN-NORTH PHOTOMETRIC OY1120 RBIIIDarAIM)NAGT OF I9)Ell].THE FAR HOU9A AMFH01aFM9ACTOF IDA ES+.e ELECTRICAL SITE PLAN-SCHED.ALEGEND ash 120 YS[ iinEa40WERIowela6Y r2Aw1ASME MOITHI AgRSACT. g Gt OT1Ot HsmM FEDERAL SATE OR LOCI WY;i1Mrx E91.8 EIELTRIGLSITE PLAN CUT SHEETS OSn 120 SITE PLAN COVER ADDRESSING PLAN M pRgXECT NORTH rnGss[sm'TocwNERcw ararNllcTAn oR NurFXetY-O%aMNc. SHEET C SP00D•, V-IW-(r SITE PLAN U a 2020.OM4 sheet Y N Z K H Z 's "e r-- -r'•----"11 j 1 I I ••\ \ '---BAXTER LANE B-2 ZONING !••�•—••i II �. •\ •\ M-1 ZONING ! _-_ _ \� • �\ N j .. ..__ .. O E --, �1 MICOUNTY U Q 1 \ 4• pp `.__-___I_.-1_._..�-._-_____._LL __ _ _ _ •. \ RONNOYeE]W �` • w O • \ \ _ ' I JLD I \ �•1 � L_._.-__-__-__-' •_J I � � � _not = - I I Q z M-1 ZONING - �w��martnaE• �-•� yxwz "•09 we-'L�' I \ I 12.776 ACRE I "0�' PV1 '•� I w r..�•\ j j SITE Al- 1 Bd ZONING o.«n ron 1 I \ I a.wil rUz Rd ZONING B-2 ZONING j i j 1 I '4 r -- 1 B•1 ZONING I 16 j j j . ® 1 ®�.®J -'---•--•-----•-------. ----------------------- -------------'•----_•-••J i ONt 51REET----- I w m i I ;xcmxum�° rm�rE - j Z R-1 ZONING I RX-HD COUNTY R-0 ZONING 11nEPG cOTEt _ C 1� R-0 ZONING: R-0 ZONING ! revisions I TSCHACHE LANE L____- Lot 3A of the Plat of "i"Minor LWoscvE arorx fRONrweE Subdivision 407A.Located Y SITE VICINITY LEGEND i501IO1E UWE I.the NW%SECTION 1, T2s,Rye.P.M.M-, GENERAL BLOCK FRONTAGE PLAN NOTES: GALLANTIN COUNTY eRaEer snE ru TAGE f£SN.E OEsrOMtm AS'YPEe.owiiMl NdrwrEssaEerEo �E"��.ANr &E,swe,�E�aE,�,e�.�+�.No�,mNs address k� �:'�" vrtr+m E>axRomzunuzEs _ VN[El B011WUE5 G N B SITE VICINITY ZONING MAP •• •• 2 : BLOCK FRONTAGE DIAGRAM SRO � 1 =50'-0• N TRUE NORTH Spool: 1'=100'-0' N TRUE NORTH _ soHNO Enerrs ARROWLEAF PARK& PERENNIAL PARK PUD E project code 0 s SP001 g SITE VICINITY FRONTAGE PLAN C EI SITE PLAN zzq�� 2020-OB-04 �j a sheet _____-- Y _.BAXTER LANE_— _ — — z _ z C, s '�. OaTNe GILVERT L1eATnO • UNDEVELOPED LOT $ �' LG01 ~•'/ �''F" -_ \ SETBM(•ZOTE, l_J OETBlfW NIID•��,` \`Y VNIERMWLSE //, N 1 1 ....... .. • L ......... . ..... W��M i� / 1W�,Vl1KM1CYHL n ®, 't51�:1,t � ``'b�••`+-1 �, _ `� Wcc c c t \`` rao..w:Ei ....} ,QY1MlT%YACiiLL� < .• - `�,• Ii U) m p�, w r JI �i ~•�`�"I .;+A -)-��+� SITE LEGEND W o • tte L�, i y�1 L, ei J ••�••• j ® �A n WETLAND-SEE CIVIL Y' a 1maWl i 1 �:.c+ ..r N.11• 1. _ i Y V+.•t if '. 1_ iT i,�� ® ACCESS®IE PARgNGLWDING ZONE SNON STORAGE cc A ACCESS E PARMNG SPACE SIGN Q_ �-v I tpl TtnlAne�ll I E951E PARIONG SPACE 8L ", SPACE SIGN D q E COMPACT PARMNG SPACE 9GN GE'rs A��rF A ' STREET SIGN-SEE CNL ® �� 4? lour '7� •1,',I 11 �' \ .f •` .� .�I O BOLLARD UGM FLMRE A \� , „� -a �..1-• " - `l_Y FlRE NYDRAM-6EE CNLeel eo,LMN A I 1 - _ I •-= _..-�..- — BIKE RACK _ ! PARMNO LOT POLE MHTINO-SEE ELEC. ® 1 'j ` 1/ !� I-'IEReOURbE No. wAptb W. �� l •At➢ g�RLL,\E]� ' DUSTING STREET LIGHT-SEE CIVIL I S DRE PLAN REVIEW ee.Daaezo 1 1 \T\�RZQI_ gp153-REV.1 7T; i <� '" SEIpRCa•T01E,• ' PRUARYBUILDTNGENTRY _ iNi TeCe 8 ' -Q ® , - c _ ,M �.• 1vis Teoa.oiLi... 1 uz- \ •r t y,, II T j� PLANTING LEGEND ® • telpaen100. - '©In RIEIt :_4 a� 1; PROPCsm TPk ® T +en rauneu. ' 1 ,i<oraeAueu•`i ��a 77 .�'' \\ /,,�.(/\) morosmNEw TREE Y \/ �Ca DU_IL s roR \ A i n ^ ( t. I,^ '". '+ \ \� • EMSVWGrREETORBVl1 y - ✓1^ - � 'i Cf' '•� DeSfMGRYETLAIm, / y a . r N,1tCBACM /.' FA6TN0 TREE TOeE to z Sl r revisions EROPoaneus lTOP i A A 1 . °'@"`v T 1 Y-: 1 ? r• i I 9 \�` \i OPEN SPADE LEGEND Lot 3A of the Plat of COMMERC IAL OPEN SPACE SRCooccie Mine! Y ® F \ 07A.Located Sn the NW Y.SECTION. t ( k l RE9DEMIAL OPEN SPACE O - . T2s.Rye.P.M.M.. L1, \ PRIVATE SPACE OPEN GALLANTIN(AUNTY =�- address L 8 tf �FH t181 Li. m /' f, �,•, CT°- \1 Jr �y LINE TYPE LEGEND --- G N B .c A -J • 1R E8ML�. PROPERLY UNE s. �I• y ® PROP.EASEMENT ARROWLEAF PARK& A ® 0= r,. i' 1 _ _ __ _ wATERcouRSE PERENNIAL PARK PUD z ® Oi i'O�VERYeuLTa eAariTn ' A SETBACK TOTAL PARKING-3H _................................ WTERURSE MTALSI9EPARMNG-1Se T F 1•11O6 ZOE 2 SETBACK A _________________ ----------- SETBACK uNE project code FA c OC � i� AtNL SEMEM MECIL SCREENWG J■ OOI�- _ b ----------.__• .0___ _ PENCE ' SEWER UNE SITE PLAN ELECTRICAL UNE TSCHACHE LANE GAS LINE FIRE SERVICE LINE12 SITE PLAN 1 LW FUTURE DEVLOPMENT WATER 2G20-OB-04 1 FUTURE OEVLOPMENT COMMUNICATION UNE I: SITE PLAN N Si'I eet n SP002: 1'-60'-W _ Y N 2 F Z O tDIAyN:T s LL 110iE ODNRIY _ � - VANS-6EF 611E PIN! b ff R • N TO EDGE OFP vstG(n'YJ Y W o 4 BIKE RACK ELEVATION DETAIL SIDE 3 COMPACT CAR PARKING SIGN 2 ACCESSIBLE VAN PARKING SIGN 'I ACCESSIBLE PARKING SIGN i 1 W 2 SP003; 314 =1'-0' SP003; 314'=1'-0' SP003; 3/4'=1'1T SP003; 3/4'=1'-0' D. m ~t W o • �t •rr• a m mmo.wmE wNaewE Rrcn Eourtorwwmtt =o Z ? .•sw•ianr TuaE srEn cc_ tosr-awr twat ° mYJ Q ---------- TTY. TYY. J ry�n�II• /,II�I�1• ry�Il��tl 4P xle 2 V V V �weattmJ b �r b i } _ ________________________ MOIFfADf�ENIE dlSt1� �. 114 pEc OtlE ____________________________ E PUCECDNQETEw9t! i 1 SRE PUWREVJ REVIEW OB042(I'!D b MIDC°L n201W-REV.1 U1S OF bTRUGT.a CDn101GlEDMEnLL .� � ; RDOFNlO'JE ? L-------------- _ ________J B TYP BIKE RACK FLOOR PLAN SP003; IIT a 1'-W W N vMtE9 VS/,Z'StOF nDOF•Oelen�IDnW�OtTRA91 r-r m ttP.5PNa1D aEMEDI YOSTB QQQ�E p F DE�4U Er N40EU TC revisions oouwt-YNiT FM91(1TYJ E ii `wiRmoJ�` . Lot 3A of the Plat of y Sectoala Minor y t: I i Subdivision 407A.Located in the NW Y.SECTION 1, b A i T2s•Rye.P.M.M., GALLANTIN COUNTY 81 e i It ci b address Is ,?RE,rFN RTYJ 6 6ntE PNXm'p.l b= .JU Y.T.G0.51 pEMRD C)T1I,?f1l5f AATENIMMG'r+ GNB C /Y d �� dl/iDE � � LF,E�GN SNMD�IK�a ITS aE,w mNR mw I 1 Ror+saEac srtatcry ARROWLEAF PARK& w Y.r.YosT,thin \-'I I .1 1 I I- TRvxflvY•1 PERENNIAL PARK PUD 6N(rYJ -ESW 1RCIlEaEDaT � ° .1 I. ;1 I,. coanEre YDOTN6-aEE stnucr. POaT IIXXT1016A5 NDGn:o .. mnoE 1 !'• '! I r- ,.:I.n project code m� aeT tosrwcoxuETE •:4J� !a g� SP003 SITE DETAILS Ctl Be TVP.SECTION 0 MECH.SCREENING FENCE S TYP.MECH.SCREENING FENCE DETAIL 7 BIKE ENCLOSURE SIDE ELEVATION SITE PLAN SP003; 1/2'=1'-0' SP003. 1/2'=1'-0' SP003; 12'=1'-0' 2020-0"4 _........._........,:....:....... ,:.... ....: ....... .. _.._....... ........ sheet ....._....... ............ ...:.. .................-.-.......-.............................- ...:.....:..,....---..-_........:.:.......-. ....:.-..- REM OF OAWSTER P_11• ETE F61IDr0.0. S-IP 1'-P IY-IP S•1P I'•P iSDVEO� i p ' �1A9O11r TUSE / mv! BTEEIiROW wTx - EIPOSED __ _ ____— iF "Q1 1 L T•r �' WEWmE1Arw�vl ol / iFDNEIER I S-r 1 / �,•P 1 / Q0. I m i vvrt nasl mvl - — -- ` rr]IWv1EM'm1ED / •t 11lE6 ROOF ' I r ----- b N ODWNMIED uE'. iEovE RrRJ I I I rc]Dnr TUEE srEn / / W % I I >< I I r———————- i I arRao DinPrlEn I I I I / IAr RwIE STEEL I 1 I RECYLlpO I O� / � aiTuau Fi0511 I c 1 I I I � . I I I I aECYGVIO I I N - L II or ava�srERo®� jF, y T W e �¢W 1SOOE2 uw MTE � V a sM+wtrrw � W o 2 DUMPSTER RCP/ROOF PLAN DUMPSTER ENCLOSURE PLAN • e a 3P004. 1 rP=V-0' SP004: 12'<1'-W c .... -.. .-.:..:..............:..............--..................... �..,.:.:.-.-....: .............:-.:..,........... -....-........-.,...........::...........:..........-.................:::.........................:::............. -.::.:...............- u i -..�.:.-:...:..........: . .-:.:.:-:-..:......•...............-.:...-....:.::..:._:.....:.....-:...:- -:. :.-::.....::.............. ... --..............................: C Q i Q P P S-P T r•P SED ARCh/7, .•b•ATr TIDE siFEE1CST wfR o.cnglen D>pF' wosfo DID r..RiEDtTYPJ I SRE P REVIEW Da•Op2020 r>�ftlP-a RAIE VRTN{e SPi �/ P 153•REV.1 P FPOi'T SET AIOga eQTS WTa � ��< IEVEll10 MITS/YIDIOCltVM9PR3 GaOfT nriSlRUCfUR�I �1 � ,, .i.s.��,:. - OONOREIESW pECiRIED RT } b •.;•..�_ 'r b i6tI IOr i.15 AS.ID[XTED i __ / Rr' WTE9 \ / 4 DUMPSTER ENCLOSURE GATEPOST DETAIL 3 DUMPSTER ENCLOSURE FRONT ELEVATION SP004: 1/2"-1'-W SP004: 1/2--I ................................................................................ vrllrsavE..,..................... :......::..::.:.::..:.......:..:...:.. w N m P n { revisions i � 1 a•Iv .•-lv Q Lo13A of the Ptal of Sac a 1 EO IR Eo i Minor Subdivision 407�A.Located �. In the NW%SECTION 1• T2s.RSe.P.M.M.. GALLANTIN COUNTY q 163TFII VIwTf SDPFFII �TaPI1 T1�' N roo /I ' address 1 UI Sa'MTE aD10E t d � I% CGC .i1MAPoST 9alT - ': IL � tl G N B - .� bURPoRT6 �. t Iff a45E vu1E wdWwx ^ ' s / FRwT r ARROWLEAF PARK B i �jEOEr � ia� / PERENNIAL PARK PUD r1QInT aTEEt T16E faiuE NRM RNi STRYLwIUL t'RATF STEE4 H.NMLTNAI '� / �I cRDur vwic mvi •. r CWORETESW nOCREREDiT S I O PoSTUY�TpaS RS NDGTEp Wf1DMNpE tO MTE ❑ l — T toPro ect Code Cr SP004 C FRIWE •. p ____—______.� I TRE:IeN OAB RT MTE ROST � ' SITE DETAILS Fpl utYcaa E1 7 TVP.DUMPSTER ENCLOSURE SECTION 8 DUMPSTER ENCLOSURE GATE/NINGE DETAIL 5 TYPE A DUMPSTER ENCLOSURE SIDE ELEVATION SITE PLAN SP0044 1/2'=1'-0' SP004 3"=1'-0' SP004; 1R'=1'-0' 2020-0804 iia .,.::........ .:........:..............:.......:..:..........:.. sheet ARROWLEAF PARK AND PERENNIAL PARK r� SITE PLAN SUBMITTAL BOZEMAN, MONTANA I • EIS i i II 0 INDEX OF SHEETS o w & t tuutw SHEET NUMBER SHEETTITLELO ."Al C0.0 TITLE SHEET 141 I • T r t — C0.1 NOTES,LEGEND&ABBREVIATIONS DRAWN Br. III 00 DESIGNED BY.C1.0 EXISTING CONDITIONS&SURVEY DATA DESIDNm NMN nWE. NEW • I PROJECT LOCATION --�--- F�, Dnre TrsArn z C1.1 TOPOGRAPHIC SURVEY FIanBo°N B,mP j• I C2.0 EROSION CONTROL AND •• 0 ; , I— { CONSTRUCTION MANAGEMENT PLAN =.r• ' j I ` I � ' -�� C2.1 EROSION CONTROL DETAILS a . C3.0 OVERALL SITE PLAN ,�' IftHHNH �IHHHIHMtIII - ' > r -� C3.1 SITE PLAN-NORTH I Y 1 Iall, � ._.. •-�A C3.2 SITE PLAN-SOUTH C4.0 OVERALL GRADING PLAN ti do C4.1 GRADING PLAN-NORTH � , +� - r oc PROJECT MAP 'yM C4.2 GRADING PLAN-SOUTH AA NOT To SCALE _ I / t - C4.3 STORM DRAINAGE PLAN&PROFILE d C") { �_� _ I C4.4 STORM DRAINAGE PLAN&PROFILE J C4.5 STORM DRAINAGE PLAN&PROFILE Z >. I j L C4.6 POND DETAILS Z C5.0 OVERALL UTILITY PLAN'. W Q S!' I{i�GyC:;:rr" -_ ,: { `fit`� �' C5.1 SEWER PLAN&PROFILE a z W ' ....� C5.2 SEWER PLAN&PROFILE Z y C5.3 WATER PLAN&PROFILE Q Z W C5.4 WATER PLAN&PROFILE `1 Q -� f (,y _� • AlRtL�h�F'F � + 1 C6.0 CONSTRUCTION DETAILS cc W H SCALING NOTE ti !jt ,._. !� II tw - - � �' ��- a o THESE PUNS WERE DRAFTED ON SHEETS MEASURING 24".3E-. DRAWING SHEETS PLORFO .ze pal -..� _yam^� (, 7� + � ��r ' - Y .. - ,j� // }� ��"i� I"m SMALLER AND/OR FROM ADOBE PaF ELECTRONIC FILE ARE NOT TO SCALE VERIFY P1011m ��' .`L t 1 Iw 'I \ - " I - , �•~.,. R;J�'I SHEETS SCALES FROM BAR SCALES LOCATED OH PLAN SHEETS. - l i L,`.T. �•41 L�;�, i I•� — ,�;-"..,. + T I [(••tip .{✓ti....rt , UNDERGROUND UTILITIES NOTE _ w. t ALL COSTING URURES SHOWN ON THE PUNS ARE APPROXNATE.CONTRACTOR SHALL VERIFY ,,,,! ,11 {• --- �� %-• j .- 1 ,, Y. .t HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION Acn%AnES. CONTACT UTILITY �n'+'• .-E `•� �� }�--�'�,� {I•. Ale.:l f! �_�_r i�� i' Q OWNER/AGENCY FOR FINAL LOCATION OF ETasRNG URLmEs IN AREAS CRITICAL FOR ,1. r IR,' ,_- CONSTRUCTION. FOR YOUR SAFETY.STATE LAW REQUIRE THAT YOU CALL THE LOCK"OfE �' 1 `"-` "�"r '';`—"�"" E ! `�t CALL"UNDERGROUND UTILITY LOCATING CENTER AT LEAST TWO WOfiItlNG DAYS BEFORE i� T '�� BEGINNING ANY EXCAVATION. [' ^-,U r .. r7 { y-� L:-� 1 a A' "' „ i� r,\ ��1 ,•c �" . "CALL BEFORE YOU DIG" gg t ILI F+.'`Gi'0'F'1 [fr R r" _„ ;:ti • _ __ t-"�'.. CALL BEFORE YOU DIG _Lc -mot "S l !E��ri -i .��_MS •Pri3S _ . - 1 (800)424-5555 ONE CALL NUMBER VICINITY, ZONING, &CONSTRUCTION ROUTE MAP 48 HOUR NOTICE REQUIRED NOT TO SOME B19UOGC0.000VER.D SHEET COA GENERAL NOTES WATER NOTES CONCRETE NOTES JOINT RESTRAINT TABLE 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES N WRITING AND SMALL BE. 1. W. 1. lx'. AND Y LINES SHALL BE TYPE 'K' COPPER SERVICE PIPE 14'AND 2' 1. ALL SITE CONCRETE SMALL BE IN ACCORDANCE WITH THE MPWSS AND COB MODIFICATIONS RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE LINES ALL BE STRAIGHT LENGTHS 4'AND LARGER LINE SHALL BE CLASS 31 DUCTILE TO MPWSS F Lf F' FOR F 'Q9 "..,.,..,,....,."' BEGINNING EXCAVATION. TIC LL THAT NOT A UYUTIES ARE SHOWN ON THE PANS ffi NON. TO BEGINNING WORK, FnTSHAI I&RESPONSH31 F TO CALL IN A UTILITY LOCATE AND COORDINATE 2. ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF ON OF COVER TO TOP OF *� �AI1N N/1�d PPE INSULATION SHALL BE PROVIDED FOR ANY PORTION OF WATER LINES NOT HAVING w BEND 8' IT' 14' 19' 2S' z ALL CJIS.PKXwET TELEPHONE AND OTTER unLrn POLES OR GUY wINLs WHICH INTERFERE 6.5'OF COVER(INCLUDINC DITCH AND CULVERT CROSSING LOCATIONS). FOR EVERY 1.OF ABBREVIATIONS 45•BEND 3' s' B B' 11' I WITH THE CONSTRUCTION SHALL BE REMOVED OR FEWATED BY THE UTILITY COMPANY. COVET UNDER 0.5'. 2' ON INSULATIONNUNIFORM SNAIL DE REQUIRED,NEC AIRYWAT LINES SHALL BE - THE CONTRACTOR SMALL COORDINATE WITH THE UTEUTY COMPANY TO NOTIFY ADJACENT OR INTEO AT DE]]IGH DPTHS. E UAIR CA GRADES AS NECESSARY TO PREVENT LOCAL 11.2.BEEN 2• 3' Y 4' s• I I OR INTERIEONTE NIGH SOTS WHERE AIR CAN fXR1ELT. I 4 PRHOPERf1E5 QF POTElTIAL OIlfACES. ARCP ARMED f✓f71F01RLED CONCRETE PPE YANUF. MANUFACTURER 11.23 BEND 1' 1' 2' T' ]' ]. THE CONTRACTOR SMALL EXCAVATE ALL WATER,.SEWER AND STORM DRAIN LINES PRIOR ]. MAIN LINE AND WAILER SERVICE VALVES SHALL BE A MECHANICAL JOINT • MECHANICAL COB .CITY OF BOZEMAN Y AT MHm MANHOLE CAP/VALVE 17' 2{' %' I I N TO BEGINNING UTILITY INSTALLATION TO ENSURE CROSSING CLEARANCE h VERIFY LINE AND JOINT (MJ.%4 FITTING. VALVES M BE MUELLER A2380 RESILIENT WEDGE CATE VALVE 3 ¢ GRADE OF EXISTING CONNECTIONS.THE CONTRACTOR STALL NOTIFY THE CITY OF BOZEMAN HYORAWT AUXILIARY VALVES ARE REQUIRED BUT RENT SHOWN ON THE PLANS. GONG CONCRETE YIN. YNIINM I I PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. COIN COMMUNICATION NO. NUMBER 4. MAINTAIN A MNNLN OF 18' VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORI/ WNST. CONSTRUCTION PLC POLYWNYLCNLORIDE -REST LENGTHS ASSUME GRANULAR BEDDING MATERIAL MILD MIN.6.0 FEET OF 4. EXISTING FHT11NG5 ARE SHOWN BASED ON AS-BUILT DATA THE CONTRACTOR SNAIL BE DRAIN AND WATER LINE CROSSINGS UNLESS SPECIFICALLY NOTED ON THE FUNS A WHICM • DIAMETER RCP REINFORCED CONCRETE PPE euRy DEPTH RESPONSIBLE FOR EXCAVATING FITTINGS AND COKFIRMING REQUIREMENTS PRIOR TO TIME THE FOLLOWING APPLIES: DU. DUCTILE IRON PIPE R/W RIGHT-OF-WAY -ASSUMES NO JOINTS N MAINLINE PIPE FOR A DISTANCE OF 5 FEET FROM TEE I I ORDERING NEW FITTINGS. OR. DIVE SM. SIMILAR A MAINTAIN A MINIMUM OF 6'VERTICAL SEPARATION BETWEEN OUTSIDE OF DWG DRAWING STA STATION I W 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS EXCLUDING THE SEWER/STORM DRAIN AND WATER LINE CROSSINGS. I CONSTRUCTION DEWAERING PERMIT AND STORM WATER DISCHARGE ASSOCIATED WITH EA EDGE a ASPHALT SS SANITARY SEWER o CONSTRUCTION ACTIVITY PERMIT (SWPPP). THE OWNER WILL OBTAIN THE SWPPP AND B CONSTRUCTED. SEWERS MUST BE CONSTRUCT OF SUP-ON OR MECHANICAL JOINT PPE COMPLYING EIEC ELECTRIC SD STANDARD Fi1lN0 FNf FEBTRA LB'Uilm I DELEGATE RESPONSIBILITY OF FOLLOWING AND ENFORCING THE PERMIT TO THE WITH PUBIC WATER SUPPLY STANDARDS (DEC 1) AND BE PRESSURE TESTED TO ELEV. ELEVATION ST. STREE7 16"TEE 1' CONTRACTOR. MINIMUM 150 PSI TO ASSURE WATER TIGHTNESS. E)L EXISTIN SW SIDEWALK FLARED GEND TERMINUS SECTION VENT VERTICAL 1BX6 TEE 6. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SMALL A BE RESTORED C. AT CiOSSNC% ONE STANDARD LENGTH OF NEW PIPE MUST BE CENTERED AT FG FINISHED GRADE IBC TON BACK OF CURB SKIS TEE 1' TO ORIGINAL CONDITION.UNLESS OTHERWISE NOTED ON PLANS. APPROXIMATELY A 90 DEGREE ANGLE IN REJECT TO THE EXISTING PPE FL FLOW LINE TYP TYPICAL. W/ WITH e%{TEE 7. ALL SPELT R TRAFFIC SK.TIS 11N7 INTERIM MOM CONSTRUCTION SMALL BE REMOVED 0. SEWER SERVICES UTILIZING BE IN-LIME FITTINGS AND FIN 10 FEET TO AT LEAST THE INV. AVERT YPC YELLOW PLASTIC CAP IOX12 REDUCER 25' A RESET BY THE CONTRACTOR. SADDLES LINES RAC PT INSTALLED AND TESTED WITHAL f0 FEET OF THE CROSSING. H LF. LINEAR FELT SADDLES ARE HOT ACCEPTABLE. 16X70 REDUCER 34' S. ME CONTRACTOR SHALL REMOVE ANY OBSTACLE(FENCES. CONCRETE SLABS. Err-)THAT ERCARRIERLow SIDE ]. INTFERES WAIT CONSTRICTION UPON APPROVAL OF THE PROJECT ENGINEER. E. EITHER THE WATER OR SEWER MAIN MUST BE ENCASED IN A WATERTIGHT 22S PPE WHEN EXTENDS 10 FEET ON BOTH SOO OF THE CROSSING OR THE MAINS NFR1I'AL OFFSET 9. ANY DAMAGE I EO EXISTING ASPHALT WILL BE REPAIRED OR REPLACED IN KIND. UNLESS (BOTH) MUST BE ENCASED IN A MINIMUM OF 6 INCHES OF FLOWABLE FILL FOR A HIGH SITE 3' SPECIFIC MENfONEO OTHERWISE ON ME DRAWINGS. MINIMUM OF 10 FEET EACH SIDE OF THE CROSSING PIPES. IRON OR DETAIL ' 10.ALL CALL WORN SHALL BE CONDUCTED IN CONFORMANCE WITH THE SIXTH EDITION OF 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT,AUXILIARY VALVE h BOX.STORZ CONNECTOR, A DESIGNATION SYMBOL y s THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS. E CITY OF BOZEYMR HYDRANT DEFENDER. DRAIN GRAVEL AND CONCRETE THRUST BLOM SEE C.O.B. STD. •� MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTH EDITION.AND DRAWING NO.02660-4. CIO THE CPI OF BOZEMAN DESGN STANDARDS AND SPECIFICATIONS POLICY. INCLUDING ALL AOOEKOIL S. ANY EXISTING OR NEW VALVE WHICH CONTROLS THE COB WATER SUPPLY SHWL BESHEET NUMBER WHERE C T= OPERATED BY COB PERSONNEL ONLY. SECTION TION OR DETAIL W11. TH E E CONTRACTOR SMALL PROVIDE ROUTINE CLEANING/SWEEPING OF MATERIAL THAT IS Is DRAGGED ONTO ADJACENT STREETS. 7. THE CONTRACTOR SMALL INSTALL.MECHANICAL RESTRAINTS ON ALL FITTINGS.VALVES k TITLE HYDRANTS PER MANUFACTURERS RECOMMENDATIONS. MECHANICAL RESTRAINTS SHALL ALSO 12.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY FOR WORK WITHIN BE INSTALLED ON ALL JOINTS WITHIN MINIMUM DISTANCES FROM FITTINGS AS IDENTIFIED IN THE RIGHT-OF-WAY IN ACCORDANCE WITH MUTCO. THE JOINT RESTRAINT TABLE PROVIDED ON THIS SHEET. LEGEND OEMIED. KJH IL ALL ENT MUTC RAMPS,AND SIGNAGE SIINl BE CONSTRUCTED IN AACCOIDANICp WITH S. THE CONTRACTOR SHALL NOTIFY ME COB WATER DEPARTMENT A MINIMUM OF 24-HOURS QUALITY KEW CURRENT YUfCO AND N)A RECOIREIIFNTS PRIOR 7D BEGINNING ANY WORK. «wort cHEctc KEw 14,ALL CONSiRIICION TRAFFIC SHALL ACCESS THE SITE USING W OAK ST. AND N 19TH 9. WATER LINE STATIONING MAY BE REFERENCED TO THE C NT RIYRE OF ROADWAY. AVENUE CAT 10.DEFLECT PPE TO ANGLES SHOWN BY DEFLECTING 3'MAX AT EACH PPE JOINT. NEW EXISTING DESCRIPTION FFIEI_O OK 6'e Xx 10.PLANS FOR SHALL ULL HAVE AN ADDIADDITIOCONSTRUCTION"ITIOL 'FOR STAMP ON EACH EFT. 11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER UNES. SERVICES. AND BUILDING HYORAHT LEADS. INSTAL TAPE A MINIMUM OF 16' AND A MAXIMUM OF 24' BELOW PAVING NOTES n05"ED GRADE. INSTALL /10 AWG COPPER LOCATE WIRE ABOVE ALL ON-SITE WATER COMMUNICATIONS RISER MANS AND SERVICES(SHT.C506-CSOB). ooNCRETE 1. ASPHALT OVER 3'THICK BULL BE PACED IN 2 EQUAL UFM ' 3415 341% CONTOUR 2. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS DISTURBED BY OwSTRucnDK. STORM DRAIN NOTES O' CONTROL POINT W/NUMBER ]. ALL ASPHALT PAVING AND PATHS SHALL BE PERFOMWANCE CHIDE 38-28(AA9/T0 1. ALL STORY DRAIN PPE IS TO BE SDR35 PVC AND MEET ASTM 3034 STANDARDS UNLESS CURB:GUTTER(STANDARD) MAD E ADE BINDER SPECIFICATION MP-1)IN ACCORDANCE WITH COB OTHERWISE NOTED ON PLANS.SEE PLANS FOR SIZES. CURB CURER(SPILL) MODIFICATIONS TO MPWSS. 2. ALL STORM DRAIN MANHOLES ARE 4Y UNLESS OTHERWISE NOTED ON PLANS. CURB R GUTTER(DROP) - 3. STORM DRAIN INLETS SMALL CONFORM TO CITY OF BOZEMAN STANDARD DRAWING No. GAVERf Y . GRADING NOTES 02720-IA THESE SMALL INCLUDE AN 18-414C1 SUMP. EASEMENT LINE 4. COMBINATION MANHOLE AND CURB INLET SMALL CONFORM TO CITY OF BOZEMAN STANDARD EDGE OF GRAVEL d Z 1. IF GRADES SHOWN CONFLICT WITH SPOT ELEVATIONS.SPOT ELEVATIONS SMALL GOVERN. DRAWING NO.02720-18.THESE SMALL INCLUDE AN 18-ACM SUMP. ® ELECTRICAL COX(ASH) 2. ALL SPOT ELEVATIONS ARE SHOWN TO FLOWUNE (FL). SIDEWALK (SW), OR FINISHED 5. MAINTAIN A MINIMUM OF 10 FEET HORIZ TAL SEPARATION BETWEEN OUTSIDE OF STORM Q 0 GRADE (FC) UNLESS OTHERWISE NOTED. THE VERTICAL DIFFERENCE FROM TOP BACK OF DRAIN PIPE AND OUTSIDE OF WATER AWN PPE N ELECTRICAL METER CURB TO FLOWUNE ON CATCH CURB K 0.45% ON SPILL CURB IS 0.32', AND ON FENCE-WOOD Q PEDESTRIAN DROP CURB IS O.06'. SEE COB STANDARD oRAWING o2528-1 FOR 6. MAINTAIN A MINIMUM OF IS' VERTICAL SEPARATION BETWEEN OUTSIDE OF STORM DRAIN ADOT DIMENSIONS ICNAL DIMENSNS. PPE AND OUTSIDE OF WATER MAIN PPE AT CROSSINGS 1,7 FIRE HYDRANT W Q W 3. LANDSCAPE BERMS SMALL BE CONSTRUCTED AND ROUGH CRADLED USING NATIVE TOPSOIL 7. STORM DRAIN STATIONING MAY BE REFERENCED TO THE CEHTERUNE OF ROADWAY. GAS Fu Z m FROM ON-SITE EXCAVATIONS.AS SPECIFIED IN SPEC.329113'SOIL PREPARATIOM. S. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL STORM DRAIN LINES. INSTALL ® GALS METER W Q m 4. ANY CHANCES OR CONFLICTS WITH BERMS AS PROPOSED SAL BE BROUGHT TO ME TAPE A MINIMUM OF 18'OF POSSIBLE)AND A MAXIMUM OF24'BELOW FINISHED GRADE -A GUY WIRE FL? m ATTENTION OF THE LANDSCAPE ARCHITECT FOR COORDINATION AND APPROVAL PRIOR ID NAILER 0 O AN USE Q PROCEEDING. 9. ALL STORM DRAIN MANHOLE CONNECTIONS WALL BE WATER TIGHT. U PRESS SEAL PSX DIRECT DRIVE GASKETS OR APPROVED EQUAL IRRIGATION LINE Z 5. FINE GRADING FOR BERMS SAL BE ACHIEVED USING APPROPRIATELY SIZED LANDSCAPING Q Z INSTALLA EQUIPMENT. AND SAL CONFORM TO THE LINES AND GRADES SHOWN ON THE PLAN. 10.INSTALL MANHOLE FRAMES IIICOVERS.WITH TAMPER-PROOF BOLTS FOR ALL MANHOLES INIRRIGATIONIRRIGATION RISER C3 WITHIN EQUIPMENT INITIATIONS,CREATING SMOOTH TRANSITIONS TO ADJACENT GRADES. LANDSCAPE AREAS.COVES SHALL BE STAMPED WITH THE WORDS STORY AND HAVE TWO ® IRRIGATION VALVE Y r2 & SI>=ARCITIECIIIRAL PANS FOR INTERIOR BURRING ELEVATIONS AND STEP". OPINE-INCH(I-)PICK HOES. W W IT.ON-SITE RIP-RIM PADS N SIORMWATER PONDS SMALL BE CONSTRUCTED LASING 6'-12' O O MANHOLE a.O W SIGN NOTE SCREENED MIND OVER ROM.GLEN AND UNCJALCIRED. OVEREAD ELECTRIC m PQND-BOTTOM LL .J Q _ 1. ALL TRAFFIC SIGNS SHALL MEET THE CURRENT EDITION OF ME MANNA. ON UNIFORM SANITARY SEWER NOTES POND-TOP W W L TRAFFIC CONTROL DEVICES. 1. ALL SEWER MAIN PPE IS TO BE SDR35 PVC, AND ALL SEWER SERVICE PPE IS TO BE f9 POWER POLE F- 2. ALL SIGNS SHALL BE MADE OF DLAMDND GRADE REFLECTIVE SHEETING MEETING ASTM SOR28 PVC. AND BOAR MUST MEET ASTN W34 STANDARDS UNLESS OTHERWISE NOTED PROPERTY LINE TYPE XI STANDARD. ON ME PANS.SE PLANS FOR SIZES. O Z ♦; i ',r L • PROPERTY PINm _ _ J. ALL SONS SMALL BE CONSTRUCTION GRADE ALUMINUM MEASURING 0.08 ANON MXSC 2. ALL SENOR SEARS ALLOWED.MUST CONNECT TO THE NA01 WITH A SEPARATE RATE NO TEES OR DOUBLE 1WYE5 NE 10WED. SANITARY SEWER m SCALING NOTE 3. ALL SEWER MANHOLES ARE 4'0 UNLESS OTHERWISE NOTED ON PUNS. -FG 10.15 SPOT ELEVATION STORM DRAIN THESE PUNS WERE DRAFTED ON SHEETS MEASURING 24A36'. DRAWING SHEETS PLOTTED 4. MAINTAIN A WINNLIM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF _ .. SMALLER AND/OR FROM ADOBE POF ELECTRONIC FILES ARE NOT TO SCALE VERIFY PATTED SANITARY SEWER AND WATER LINES. A STREET UGHT . SHEETS SCALES FROM BAR SCARES LOCATED ON PLAN SHEETS. 5. MAINTAIN A MINIMUM OF 10'VERTICAL SEPARATION BETWEEN OUTSIDE OF SANITARY SEWER CI STREET SIGN &WATER LINE C OSSENGS UNLESS SPECIFICALLY NOTED ON THE PLAN. SEE REAL 4 IN UNDERGROUND UTILITIES NOTE WATER NOTES' UNDERGROUND ELECTRIC COMMUNICATIONS S. SEWER LINE STATIONING MAY BE REFERENCED TO ME CENTERUNE OF ROADWAY. ALL EXISTINGUTILITIES SHOWN ON ME PLANS ARE APPROXIMATE CONTRACTOR SMALL VERIFY WATER LINE .. ` HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT UTILITY 7. INSTALL DETECTABLE WARNING TAPE CENTERED OVER N1 SEWER LINES AND SERVICES. H DQ WATER VALVE . OWNER/AGENCY FOR FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL FOR CONSTRUCTION. FOR YOUR SAFETY.STATE LAW REQUIRES THAT YOU CALL THE LOCH.'ONE S. INSTALL DETECTABLE WARNING TAPE A MINIMUM OF 1B'AND A MAXIMUM OF 24'BELOW ® ® WATER WELL CALL'UNDERGROUND UTILITY LOCATING COTTER AT LEAST TWO WORKINGDAYS BEFORE FINISHED GRADE M BEGINNING ANY EXCAVATION. 10.INSTALL MANHOLE FRAMES&COVERS.WITH TAMPER-PROOF BOLTS FOR ALL MANHOLES N 019o06C6.(1cOVERO I "CALL BEFORE YOU DIG' LANDSCAPE AREAS. COVERS =1 BE STAMPED WITH THE WORDS 'SEWER' AND HAVE SHEET CO,•I TWO ONE_ PCK 4 .. TOPOGRAPHIC SURVEY ~"; LOT 3A OF MINOR SUB 407A & SACCOCIA COMMON OPEN SPACE OF MINOR SUB 407 ' `b IN THE NW 1/4 OF SEC 1, T2S, R5E, P.M.M., GALLATIN COUNTY •aa/o+.� Dram slRar•unnr roman aNc mulm•a�• I ®corm a 1aaR sle m sae•s9'D j 84.423•E RAXM LUM I 4 LEGEND T-` i J S8I6.4,'23Iw •E 198.22 Cf II II .e2•RLCORD] L2DSpY � I EXISTING DESCRIPTION Ip ti FZ0°'aRExo) GENERAL NOTES O BARRIER POST SACCOCC)A OPEN SPACE {t( & I 1. A SIGNED SEALED COPY OF THIS SURVEY IS AVAILABLE TO THE CUM UPON REQUEST. J BORING jl .m•ppS .I 1 j 2. THE LOCATIONS Of UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKS PLACED ® BUILDING !I !4_ R.Os1,p_ODNoOr Pao(RE MET[N) BY ONE-CALL UTILITY LOCATORS IN RESPONSE TO THE FOLLOWING UTILITY LOCATE TICKET NUMBER: 1g044247 At 190384566 &ON THE PUBLIC WORKS PORTION OF THE 0 SOIL PRCITY OF BOZEMAN GG IMPROVEMENTS OUTSIDE OFF ME CONTOURED MANY AREAUWEST OFmSACCO DRIVE MARKED.7&SOUTH OF tD CLEANOUT THE SOUTH WALK OF 15CHACME LANE WERE SURVEYED IN 2008 @ FIELD VERIFIED THAT '�/CONCRETE SSEEscrE MAJOR 'EZ•._?A �� NO MOR CHANGES HAVE BEEN MADE. 3. THE ELEVATIONS SHOWN ARE ON THE NORTH AMERICAN VERTICAL DATUM OF 1898 3415- CONTOUR BASED ON THE 1EISV CORS STATION WITH AN ELEVATION OF 4942.21. 84* - ______ _-______ \ o CONTROL POINT WITH NUMBER ._ _______ _ ____J 4. BEARING BASIS: WG,S 84 AS DETERMINED BY SURVEY GRADE CPS RECEIVERS WITH THE a . CURB BOX ___-____---__-_ _ I ( �SUM(Dec ZneJ71) `�; � C CENTRAL MERIDIAN RUNNING THROUGH LAT.45'39'40.38•N.UOW-111'02'42A1•W. --'$- CURB&CUTTER 8 I t PLATTED W a C e h II unnD CULVERT k• "I' 1! __EASOT � ,� �•y €'mN ENCUMBRANCE NOTES • DELINEATOR POST ..... ortrJf I! 1! ��Lm SA(As rnRrtEcr®) E / C 1. Document 12207231 contain easaments,covenont%conditions and restrictions for 'Z.na NETfs r •��tvAA this site. The term"site plan an this survey will be in reference to that shown on EDGE OF ASPHALT 'i om // THE�¢Np9�pim OI W Page SB of said document. While easement widths ore given on the site plan,it EDGE OF GRAVEL Ij ,�•� y j 1 � 9 contains no other or.gnment dimensions. I'K; ) • ELECTR METER I! f4Aitm •� . _ 1 2. A 20'etormwoter drak+oge eoaement woe shown on Minor Subdivision No. 407 for 11 p6a n ' the ditch from Sacco Dine to the detention pond. No dimension,wee given;no ---•-----•-----•--- ELECTRIC-UNDERGROUND II Gq NT 'i / DESIGNED: KIN r WW document was found. A 30'wide easement far this purpose is shown On a different I G • / DESIGNED BM. NMM a[grunent on the site plan. ___�____�_____�___ FIBER-OPTIC-UNDERGROUND �! 1! � RmLa Tj �/ ONm1 S G NTFED OIIALRD CHECK KEW II O fggq7 L I As- DATE 72 3. Saaco Drive is a 31.00'wide public street and ulDity eoeement plotted on Minor A FIRE HYDRANT it Ij U ,(SEE wart A) \`\` STD �a JOB NO. B19-0a8 Subdivision 407.The public Meet and utility easement oaass Traci 281 of C.O.S.No. j 1 1 ) 1IEL0000K %% 1215H w e granted in Document/225B748.The ea mein I'u1s is approdmatey on the ® INLET 11 y back al existing curb. The site plan shows Sacco Drive as a private road. •�' Ij, " 1 •(/� Ix Mort POLE j j yl 4s M easement ubfar thenNo.detention4pond 1d off the cage of the nshis a sem is 1! / mown on Minor Subdivision No.107. NO document was fauna la Nis easement. A •� MONITOR WELL II 1 15'wide easement for this purpose is ehoen on the mile plan. If II 1 ° ? POSEIwE maar as RETAINING WALL II 1! �ppa .' sera ME METE Fh) 5. The The Walton Sireom ditch setback sho is a 35'a etba.k from surveyed wetlands. The setback distance wn ce is from Mirror Subdivision 407. --- ------ SANITARY SEWER Il li 1 l/ g 6. The zoning is 82. ® SANITARY SEWER MANHOLE I� [A TA sE., XM j ,f 7. An open space easement arm shown o the ite plan appears to Be SURVEYED WETLAND BOUNDARY !� I� I! 227s371)(bee • f// opprosimetey between the ilasibte Common Open space from Minor Subdivsion No. Two. 11 II 1 407 and the stream ditch. There s not enough data on the site to 0 COMMUNICATIONS RISER I I' P s/ e i o q plan proper I I I 11 establish the open pace easemant location,it it aiats. No document vas Found/a ® COMMUNICATIONS RISER RUSH this emement. tL Ina soutn One of Lot 3A in Minor Subdivision 407A was incorrecly shown as being COMMUNICATIONS- OVERHEAD jlr t1/Zim a2AD'rrArpal( coinrideM with tide north street r/w tin•a/T¢loehe Lone. TM eomavtea south line - _--_, COMMUNICATIONS- UNDERGROUND ) �� • �'AmaT of Lot 3A is shown hereon. la 'I S o TRAFFIC SIGN 4D'sl¢T f Ulsl+r n,�_iREA [ Q rAmdm B,a 1 I MLwr 6 PORPET- ){{A' EAR'n uPo W TREE-CONIFEROUS(PLANTED) Ij (! tzsnw iota swN% jos sweet sue Z !�! Z ' TREE - DECIDUOUS(PLANTED) II I! SEE No I r: , �/ / W > ff // ex O TREE -SMALL(PLANTED) _____-__- _J____! L ------- --- -- z ------ ------�-- a _1 + ___________________ WATERLINE TSCBAC3M STREET N89'0 fi02.85' a z tV A WATER VALVE --------- -_�---------------------- o O (n -------- PLAY Z 2 Z __- OPEN SPACE EASEMENT LINE f0T rtse O .•.. . LINE TABLE Q 2 r ---------____-_ WATER/SEWER EASEMENT LINE IO'T ae1wpI S� Y< r_ 1 • u asset e�A4w PUTTED UTILITY EASEMENT CANE h�T J-� Q LU N TRAIL EASEMENT L94E a 0 0 LL m V + 1m. at -----------_ STREET EASEMENT CANE U7 ______________ SETBACK LINE _j Z CURVE TABLE PROPERTY UNE 3 N c, see. , l Au • PROPERTY PIN asb , I 0 31 eztI saws- 0 100' 200' 300' ' I I I I I I I _ - S C A L E CONTROL TABLE Nonni nth rvalon ur5u 4 +1 ++ 1 a tsmrtet.oc+.,-Tope. SHEET C1.0 BAXTER 1ANE 2.*116'¢cP • ------------ FL ELEM. 1122A, —-—-—-—- op ILI CEMICRUNE ""p"' SEM NOT MAWED LOCATION FROM On ------- CROSSWALK oprco. K-2 12*cpp rL epp rL a'.4n&57' 4725" 24*Xla'WAP SACCOCCIA OPEN SPACE FL 0". 721M SE 47nm MW 3.393 ACRES DP-ZU 12' AWD CM FL 4M4S —ICIZ*CM FL oar4n4.19' LOT 2ADOF407C 12 M R ELLV.'.n&7r. Mimi'sun ,2,cpp a Div. /P 473D.W WEST DO NUT vmeu • 12'Cpp FL TOP ` ` \C .4724AW 4731.1"'K 14- ----------------------------------------- CULVERT 111N 1 4712 -------------- lii Or PVC RPE -mm.473c.9' PLAT %b LOT 6A, LAT P j-4 LOT 3A (AS CO TED) 9 8 12.776 ACRES op-3u--e lop or 71= jo 0 2BI. b OP 4 Top or Pvc C[MttRU' 20.9 EDE,PATk 0 0 50' 100' 150' i I TRAIBpUIw PAD SCALE To-To RED Kc .......... - - ---- BLUE DEUMEATM PC)ST -------- - - ---------------------- TSCHACHE'ISTREE.T ------ 10 ----------- 19 3 Rw 4740.37 GAS MAMCEWL NO G4 WAS PLAT Mm.CAS UWE sm E".473%X LOT 6A, 6 rROM 2=SURM 0%vaos Sul, J-498 ,vocta tJg68AGESUB. BFJDr'ER PL m ARROWLEAF PARK AND PERENNIAL PARK BOZEMAN,MONTANA g P Tip Engi n: en nrlig M TOPOGRAPHIC SURVEY T 408.588.0277•WhoNk-4— (FOR REFERENCE ONLY) x x REV DATE REVISION CALL BEFORE YOU DIG E SAXTER LANE - - - _ 1 (800)424-5655 1 f ` ONE CALL NUMBER 48 HOUR NOTICE REQUIRED I I P/L ` I I Pa 50'WATERCOURSE SETBACK _ I W RETAINING WALL WITH I / / - 9O WATERET COURSE SETBACK ! QO HANDRAIL WLMDULaTS CLEAR'AEWSTE VISION I / P«4DA �- TRIANGLE I I ` ---_ - ROWHOUSEA � ��--- -_-`_ __ — 1 ROWHOUSE - -�——— r WALK ENT / \ C ----- PONDB d q � H I w s I� - 4PLEX SITE LIGHTING. ® DRAWN Br. KILT TTP DESIGNED Br. HMH I.� OUALRVCHECK:! KEW. DATE 7M4= JOB NO. 619-M SEE SHEET I� ® FIdOBOOK xX I� z4PLEX-A C3.1 ,_ i I SEE SHEET C3.2 I MMus NLDIN � 1 r 11 I 1 1. .. 12PLEX-8 t 1 Q 666 _ 24PLEX-B / a ENIOR LIVING I� BUILDING 1 yMEMENT 1 Q I 11 W Q g tiTION s 1j W QAM 0 ; SPUBLIC T 24PLEX 1/�i Q 0 ENT /� 1�IIIIIIIIIU '' aZ Y a I ' i ao > I- ; L m O T S v WALK FASE ENT NDYT t1 'o J p _ 1 N / / Biiiiiiiin POND \� O A PP LIGHTING, 1 \ Q COMMERCIAL I I \T I I BUILDING A COMMERCIAL COMMUNITY HEALTHBUILDING I PARTNERS FAMILY PROMISE I 1 sD WATERCOURSE SETBACK / f fit SOWATERCOURSESETBACK - — WETLAND LIMITS —_ TSCHACHE LANE 0 60' 120' 180' Vd I I I I I I I _ S C A L E ' B1 fIBt3.00VERALL SITE CLEAR VIEW SRE VISION TRIANGLE SHEET C3,0 I I I � -` :' 3e® eeDee a i.ee e e .i :. •.. :I , , D I 1 Cr iirnon I I ` jI p r •../ L �♦ K,�,fI♦ I 1 ICJ I 1 \ i m / i' O I \\ ✓ / 1 I I I 1 1 I \ / _ N rl I�11—j I \AS j II —7 •/ D le, It l I�/ \ oO -�/� �`� �� --\\ o�� (A `t�l / i \ , i�/�i \ •mac / �/ail l CD d n 1 1 .. .• \ , I 11 �/ it \' , , I1111 tllll 1 �� i `" . E/ .l •'+�� i�7\ I ` I —/ 11 1 \ vd AA11{{ ^^li d / I II ll � 1 o � g " �mop� m 000 0 000 n "Zits i ' a m �> 1 a � m Q a x a Q Q Q $ oo p m np� v o ipu i m m = A = 9 A D R 9 Z o Q� �O m9 '� ••T = p nZ� O n9 m Sri Q m m a In o �� No 03 O D �-0-i—Z m m 11- 8 " N �� 5 % m m nt Qm m F—Ct A om O m m $ ARROWLEAF PARK AND PERENNIAL PARK 4 g BOZEMAN,MONTANA ° 8 �T �o i m 1 ___. .__.—_— Y• 2.a OVERALL GRADING&DRAINAGE PLAN ' Engineering 9 ---'- `--- - is F z m 4eaaee.lnn•kj tf m A ipn.rirp.00m A _; REV DATE REVISION • � i T'A, CONSTRUCTION NOTES NOTE:ALL ITEMS TO BE INSTALLED PER CITY BOZEMAN PUBLIC WORKS STANDARD SPECIFICATIONS.UNLESS S OTHERWISE NOTEDONS TO YONTANA rJ�OIA. 0 STORMIYATER DETENTION POND PER DETAIL 1.THIS SHEET. POND BOTTOM ELEVATION PER PLAN. HYDROSEED WITH DRY AND MIX SUITABLE FOR THE REGION. O EMERGENCY OVERFLOW SPILLWAY PER DETAIL 2.THIS SHEET. = I II 0 PIPE OUTLET INTO POND.SHEETS Cs.3-G.5 FOR PIPE PROFILE INFORMATION. I I ! i O CURB DROP INLET PER XXX.SEE GRADING PLANS FOR ELEVATIONS. O5 INCORPORATE EMERGENCY OVERFLOW SPILLWAY INTO GRAVEL TRAIL. i w I ! � I I / 1 / POND'A' �B h I I 1 \ IT / POND'B' \ POND'C \\ l \ \I / b` — — — — — C 30 4731 C 773a� 1 I \\ DRAWN BY. +KITH CUARYCHMK MH 3 3-� l I \\ 1 BNO. e2 r I FIELOBOOK %II POND 'A' POND W POND 'C" FINISHED OTTOM EL SF FINISHED EL 316F ED GRACE POND BOTTOM EL 24734.75 POND BOTTOM AREA PROVIDED 321985 SS POND BOTTOM AREA PROVIDED 8 S PONDBOTTOM AREA PROVIDED 2A6 S.F. POND CAPACITY PROVIDED- A C.F. POND CAPACITY PROVIDED-6298 C.F. POND CAPACITY PROVIDED- 5102 C.F. POND "A' BOTTOM POND 'B' BOTTOM POND "C" BOTTOM L N NC C1IOTtD-WFMUFLENGTH A- A- FO_ 1 58.5 C-O 1{1 1 1 Y Q 0 20' 40' 60, a I I I I I I Q S C A L E z z W Q N Lzz a TOP OF BERM 0 0 Q w z n (3 0 6• ' Q z o FINISHED E N' 3' 2 W z Q 0 O a o N oL —11 TOP OF BERM LL m ' RESURFACE WITH 6*TOPSOIL AND SOD TO MATCH EMERGENCY PRE-CONSTRUCTION CONDITIONS SPILLWAY 6'TOPSOIL.SEE J CE07EXTILE LANDSCAPING PLANS FABRIC FOR PLANTING DETAILS O NOTES' ix 1) OVER-EXCAVATE AT POND LOCATION TO A TOTAL DEPTH SCARIFY AND AVOID OVER 3 0 OF COMPACTION N OF EXISTING 2) SCARIFY EXISTING SUBCRADE AND TAKE CARE NOT TO SUBCRADE POND OVER-COMPACT SOIL PRIOR TO PLACING DRAIN ROCK. DO NOT ALLOW HEAVY EQUIPMENT(INCLUDING SK(D-STEERS)IN SWALE LOCATIONS. TO 18'BURI RIP-RAP STORMWATER DETENTION POND OVERFLOW SPILLWAY SCALE:NOT TO SCALE SCALE:NOT TO SCALE L 19-006GG6PONO DET.O SHEET C4.6 I I I Aug I P>g � Io °g °g mg m� �I I --- I ----` ---- --i _�— wz 60 J r r • / m I TT I r' D of,/ z —e—I m �Fim I I 1ROM m 1 m G a I 1 N ! w D /+t 03 V p A' Li x dD io ow I I Iml i� o 2z l/d l/d -/d / I / 1 ' a D / O m V1 O A a Z r m N O Oo O a 8 m ARROWLEAF PARK AND PERENNIAL PARK m A BOZEMAN,MONTANA 8; TDBc 05 OVERALL UTILITY PLAN yQ Engineering 1 _. .,_.._. .._.._..___...__._..._._._._ �,. 405.5EBA2n•WheNiiamM9. x s REV DATE REVISION - BAXTER LANE \ KEYNOTES ©SHEET INDEX ANY AREA DISTURBED DUE TO ❑1 PROJECT BOUNDARY/PROPERTY LINE L000• OVERALL SITE PLAN CONSTRUCTION ACTIVITY TO BE I �I C 586"41'23"E 1 J .22': -� L001- SITE LEGENDS Q ENTRY MONUMENTS,SEE ARCH.SIGNAGE PLANS FOR ALL PROPOSED SIGNS RETURNED TO PRE-CONSTRUCTION I i f �� - L002- SITELEGENDS CONDITIONS _ _ _ - c�� 3 PARKING LOT SEE L3038 L304 �� \ " ❑4 UTILITY EASEMENT,SEE CIVIL L004. SITE LEGENDS WATER AND I t�___ WETLAND-2(O.dB ACRES) - PUBLIC TRAIL,SEE TRAIL PLAN SHEET L301 LODS- SRE LEGENDS SEWER EASEMENT �- / ❑5 PROPOSED CLASS Ia _ ��` \�� PROPOSED PLAYGROUND AREAS.EQUIPMENT TBD BY OWNER L300- STORM WATER POND AN PLAN " L301- STORM WATER PONDS AND Q STORM WATER POND,SEE CIVIL FOR DESIGN,SEE L501:8 FOR TVP,CROSS SECTION TRIAL PLANTING PLAN 2� SACCOC 93 OPEN SPACE�,. I 2 3.393 ACRES �• ©COMMERCIAL OPEN SPACE(2,774 F'f'DESIGNATED ON SRE)SEE ARCH.NARRATIVE L302- WATERCOURSE SETBACK i ❑fi RESIDENTIAL OPEN SPACE(29.006 FT'DESIGNATED ON SITE)SEE ARCH.NARRATIVE PLANTING PLAN _9 EXIS\G SHALLOW Q EXERCISE AREA L303• PARKING LOT PLANTIG PLAN �P 02 i L304- PARKING LOT PLANTING PLAN 6 A, POND-OPEN I I i ©SNOW STORAGE AREAS L305- BOULEVARD PLANTING PLAN LOT 2A OF WATER(0.85 ACRES) TRIANGLE'� ��- ®STREET VISION TRNGLE L EA 306- COMMUNITY HEALTH PARTNERS 07C 1r Q" MINOR SUB 4 I I I / Sj _ �,,1 r 1 1,750r FIT ENHANCED LANDSCAPE SEE ARCH.NARRATIVE PLANTING PLAN 02p O 3 WATERCOURSE 'yea © L307- FAMILY PROMISE PLANTING PLAN SETBACK-ZONE 1L308- SENIOR BULDING PLANTING PLAN - .�'m. `..� +:AS�3,q WATERCOURSE L309- SENIOR BUILDING PLANTING PLAN IXISTING CULVERT SITE INFORMATION /SETBACK-ZONE2 : 1 -SNOW STORAGE AREAS L3111-- MULITLFAMILYUNRS PLANTING PLAN OR BUILDING PLANTING PLAN ISTING VEGETATION e- PRIVATE OPEN SPACE IX 2 TOTAL REQUIRED:28,127 SOFT. L312- MULTLFAMILYUNITS PLANTING PLAN -FAMILY UNITS PLANTING LAN I �-_` + ROWHOUSE A 1 '-�f-•�'-"�'� TOTAL PROVIDED:29,006 SOFT, fa s 1,750 FT'ENHANCED L.314- RO HOUSE A PLANTING PLAN P c ,/d�— lilrn-ilsl o P ` 1 :Ip� COMMERCIAL OPEN SPACE LANDSCAPE AREA, L313 MULTIL315- ROWHOUSE B PLANTING PLAN ———— ROWHOl1SEB ' SEE ARCH.NARRATIVE L500- LANDSCAPE DETAILS - ..; TOTAL REGUIRED:1,933.98 SOFT. L501- LANDSCAPE DETAILS r TOTAL PROVIDED: C ————— —— —— —— I \ � PLAZA(S).2.714 SOFT. L60D- IRRIGATION WATER USE CALCULATIONS y''I c. � •11 r�r '.0� \ to LOT 8J498 OPLAT TOTAL SO.FT. AND METHODS a d c 'I •�� L_ I BENCHES PROVIDED:(14).INCLUDES 96' C t] `:,.�„ '.. LINEAR FEET OF SEATING 01 C IN ENTIRE SITE Y O_ co •I 1 I u '12 PLIX 1 ..t rt ,r/ / - BIKE PARKING 0 d N i I k I I I (A) _ TOTAL BIKE PARKING REQUIRED:53 CLOUDED REVISIONS REFLECT CHANGES AND UPDATES IN N ••) I` TOTAL BIKE PARKING PROVIDED: RESPONSE TO SITE PLAN REVIEW 20153-REV.I,SEE d m • I >—26 WIDE PATH AND RESIDENTIAL=122 INDIVIDUAL SHEETS AND LEGENDS FOR MORE ` 4 25' I WIDE PUBLIC COMMERCIAL=36 INFORMATION.(REVISION CLOUDS TO APPEAR IN RED ON O ' I., 24(PCL)IX - �.�I .;TRAIL EASEMENT Q TOTAL.158 SHEETS,PRINT■4 COLOR IF TEXT AND REV.1 SYMBOLS t • .I - e =Q r• ( ARE NOT APPEARING RED IN COLOR.) _ WATERCOURSE "OPEN SPACE LEGEND 1 •.f - ❑3 ( '� SETBACK-ZONE2 WATERCOURSE COMMERCIAL OPEN SPACE,SEE LOO KEYNOTES M IMF •a _ SETBACK-ZONE? . � � IXISTING 1 �7?'j SENIOR 11 7 fi �"" ni$ RESIDENTIAL OPEN SPACE.SEE LOO KEYNOTE 9 Z U COMMERCIAL I m I ( ./_ BLDG. a .I t (n tt I I COMM. .1 f• 1' V I BLDG. ( it > • !Bi a 9 '1 5 B R E U ¢, _-)1 W L_ • I I O WALTON'SSTREAM/DITCH 1111 .••1 0 fn' ,.1 - - -, • • .12`BLEX_ �1' o ' VCL 1 I I J. +t 24 PLIX 0 •�. rD ..•i I i (.� - (B) WET LAND-1(0.55 ACRES) r .< �`p' �• ♦ In cz 4 rl I I / , / �`•- ! j � PROJECTDATA 11A ••L I P , 24 PLIX tn�l�� ■ t aa.' . I I / _ '�—" (D) , ..' /-_/�Jl, ■ 11 LEGAL DESCRIPTION f.O ' ■ '.1 I i ^t,•y r^�' / Qd' 'f/ ' ' '1 r 7 �•�' •I ;T^... � ! { /^:•1' i T 3A OF THE T OF CCOCCIA MINOR SA ' ) -`:j� /"' 3 • '/ ; .�1 ♦ , J� SUBDIVISION 407A tO ■) •..■ LOCATED IN THE NW� '•.� I 'I 1 ,� - - � v® \ � i, 1' ■ SECTION OF I.T2S.RSE. ® I 1 1 y 4 y.,. ' •■ T P.M.M.,GALLATIN COUNTY 4fo11 E T 4 - O LL i/ ■ - ■ PROJECTOWNER PROPOSED • ,1, I e ■ ' 11 \ - I = 3 / TRAIL,SEE L301 ■ ,.u1 t r•..� GMDDEVELOPMEM LLC :•L ❑3 ❑ L, r ,t.,, 1"y ■' - 520 PIM Street 100 (208)745.3909 _ PROJECT I Y , LO cES} ; , LOCATION i ` date ISSUe • ENGINEER s0'STREET AND /x n 4 p : f` < s f + ■ TOdHEnplroMtq 05/11/20 PwM UTILITY EASEMENT b O, e 1 < STREET AND ■ i} n• 1 l Spo303 ke-,WA 99202 Otl/04/20 UIILLTY EASEMENT ��^��"'Y I ■ e� f5001 e22.437z COMMUNITY HEALTH. j FAMILY PREOMISER I ❑ i_ ± � 1 �x ■ ARCHITECT ■ CENT-PARTNERS _ I ■� i ■ , t�NoM Tracy ITracy Ala.u r6 O i � s ,�. _ ..�'T-._ . f � ■ �f, BOz'ma .8 8549715 -'- ■ 406 Se ._ _ � — .._ -"_'�'�•---- > ; LANDSCAPE ARCHITECT TSCHACHELANE _ -'I DESIGN S,tJ.0 Overfill 30'ROW. CNIL - 1 f Site Plan _— buz - 111 ■ Tmv Selmer _ ■ , N 37Out Main 5971 SuOv 10 12 -� -'-`_.--.'• A■a ; Bozeman,MT 59715 N ■ ---- -. _�==__-_- (400)507-48TJ LOTS BRIDGER PEAKS VILLAGE SUBDIVISION LOT 6A,PLAT SCHACHE LANE L...�-.— a PLAT J-368 J46 OOO 3 / 1 1 Overall Site Plan O 30 60 120 �•�- ' Tr'� "-'"' "��' BAXTER LANE ANY AREA DISTURBED DUE TO CONSTRUCTION ACTIvm'ro BE C-S8644123'E 10.22Y RETURN EDTOPRE-CONSTRUCTION CONDITIONS I 1 -.\ ✓ < ��\�1 ��, (. GENERAL LANDSCAPE INSTALL NOTES �\ v WATER AND WETLAN 2(0.48 ACRES) / ` O GENERAL INSTALL NOTES FOR ENTIRE PROJECT BELOW.SEE INDIVIDUAL AREA PLANS FOR I ___ i D- - SEWER EASEMENT SITE SPECIFIC NOTES. V� 1. PLACE TREES,SHRUBS,AND PLANT MATERIAL ACCORDING TO PLANS. O I SACCOCCIA OPEN SPACE�`� \ 2. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR �2 3.393 ACRES , NURSERY STOCK y� 3. VERIFY ALL QUANTITIES.ILLUSTRATED PLAN SHALL DICTATE COUNT. 1 EXISTING SHALLOW /`,` 4. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE OP O2 / POND-OPEN ARCHITECT.ALL REOUESTS SHOULD BESUBMITTEDTO DESIGN 5LANDSCAPE 4�,� LOT 2A OF WATER(0.85 ACRES) //= ARCHITECTURE.406-Sa7i O 8790R TROY®DESIGNSUI.COM _ . 5. ALLSODAREASTO HAVES'MINIMUM TOPSOIL WITH I'COMPOSTTILLEDIN BEFORE MINOR SUB 407C WATERCOURSE I ( ! Sj ♦ / S. SEED AREAS SHALL HAVE A MINIMUM OF 3'TOPSOIL WITH 1'COMPOST TILLED IN PRIOR TO Q4 0 3 \ ,a HYDROSEEDING WITH'FLEXTERRA TACKIFIER. O 7. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 11'OF TOPSOIL WITH 1'COMPOST TILLED IN I ''' ::>:•A.S�3,4p, WATERCOURSE 'xt EXISTING CULVERT BEFORE TO PROMOTE POINT GROWTH .SETBACK-ZONE2 ��_� 8. ALL TREES SHALL BE STAKED FOR MIN.2 YEARS.REMOVE STAKES AFTER 2 YEARS. " �,•8 "" = 9. ALL AREASON SITE DISTURBED BY CONSTRUCTION ACTIVITIES NOT INDICATED ON EXISTING VEGETATION LANDSCAPE PLAN ARE TO BE RECLAIMED AND RE•ESTABUSHEDTO PRE-DISTURBANCE ROWHOUSEA .;>'. I � — CONDITION,WITH APPROVAL OF LANDSCAPE ARCHITECT. -1/d--�-- I 10. PERMANENT UNDERGROUND IRRIGATION SYSTEMTOBE INSTALLED AT TIME OF LANDSCAPE n _ ��/ INSTALLATION.IRRIGATION TORE INSTALLED IN ACCORDANCE WITH ALLSTATE AND LOCAL co •————— �` I �1 'I '1 'i 4 ROWHOI \ CODES AND ORDINANCES. 11. ALL TREES ANDOTHER SIGNIFICANT LANDSCAPING FEATURES MUST BE PLANTED A MINIMUM as — —_— _____ j \\ OF 10'OF SEPARATION FROM WATER AND SEWER SERVICES,LOCATE ALL UTILITIES BEFORE C M i ' \ iV LOT 6A,PL PLANTING AND FIELD VERIFY. `O coo �'I AT c� , fi>. t/ � l� - \ J498 12. ALL SH RUBS OUTSI DE OF DEDICATED PLANTING B EDS TO 8 E FENCED. 0_ C co E c � ••i !t 12 PLEXT !t ))) N h: D_ d 0 _ �' EXISTING PATH AND y co '•( ¢. LI '� a \ _ 24 PLIX .`__ _- 25'WIDE PUBLIC 3 • - 1-.. _ . _ (C) / TRAIL EASEMENT 0 ' I WATERCOURSE SETBACK-ZONE 2 O �•� 20' WATERCOURSE '•L y♦' t' ?: a - SETBACK-ZONEI •.I �c. r:'6 � EXISTING I ii - SENIOR (A1 t „i Z \COMMERCIAL 1 m ;f' BLDG U r • I $I_ O _ WALTOWS STREAM/DITCH Lu •..•I n Iuai s 12PLEX -.. !t 24 PLIX %itT fl] WETLAND-1(0.55 ACRES) U I. 24 PLIX 4 \ 04 X •O . •L \ PROPOSED TRAIL,SEE L301 _ ) ,a - J ( / I I ,'• -� �° -date Issue 60'STREETAND X1 �I"`P / •? UTILITY EASEMENT \ OS/11/20 wash+ . gn $1 �\♦- v.4�. STREETAND 08/04/20 .hl)x`•�d UTILITY EASEMENT FAMILYPROMISE '�•C::1%{:'• 4T I I •"�COMMUNTN HEALTH. CENTER PARTNERS 1- .-•+,s•-_ate _ 30'ROW,SEE CIVIL TSCHACHE LANE_ _ J _ =' \ . Landscape Slte Plan LOT 5 BRIDGER PEAKS VILLAGE SUBDIVISION 'a LOT GA,PLAT N a PLATJ-368 J498 L 300 Land=aps Sitn Plan 0 30 60 1 v` SITE AMENITY SCHEDULE-TRAIL O F M p SEED SCHEDULE-TRAIL AND STORM WATER PONDS �e N�,� SYMB. PRODUCT QTV. CONTACT __ SEED MIXES 5 LANDSCAPE FORM SCARBOROUGH MARCUS ROWELL SYMBOL COMMON NAME(BOTANICAL NAME) >� BENCH 72•STRAIGHT UNIT-POWDER LANDSCAPE FORMS RECOMMENDED NATIVE/UPLAND SEED BLEND , ��, �y�,' -� � - � \\ •: tI I COAT COLOR TBD,INSTALL TO (269)337.1321 SEE SHEET 1_001 /Tt ^//'. '.'• �'�• L-= MANUFACTURERS SPECIFICATION.SEE w -Iwdstapelom,s.wm F+ + + + PET WASTE PET WASTE CO.,DOG WASTE STATION PET WASTE CO. RECOMMENDED STORM WATER POND MIX ... . '�•�; _� STATION 5 WITH PINCH-N-PULL BAG SYSTEM, 1$00-738-7940 SEE SHEET L001 O t �11 1• ;.�,. . .:. . �� --='� MODEL PWC-022,FOREST GREEN vn»v.Petwestew.tom/ t II 11• FINISH,IN-GROUND MOUNT.SEE L501:8A I // STORM WATER POND,.�_'. '. RECOMMENDED NATIVE FESCUE SOD BLEND Q 1 . . •. - CLASS THD OPp2 SEE.CNIL6 L501:9 �, SEE SHEET Loot SS IW GRAVEL 5,850 1 / r. . . .�. _ [I] FINESTRAIL FT' LANDSCAPE DETAILS FOR ADDRK)NAL •ALTERNATE SEED MIX: l' J• w- - I INFORMATION,SEE L501:3 ?O i I'' �•/ _ . . J RECOMMENDED LAWN MIX:ABC LAWN MIX Q(�i 1 !/' /•/ SEE SHEET L001 Q4' SITE AMENITIES ARE SUBJECT TO CHANGE O \\ MATCHUNE301:1 MEN M MEN NE NEW NE CIL PLANT SCHEDULE-TRAIL AND STORM WATER PONDS �' c /' / �• tl m SYMBOL COMMON NAME •/ / \' ��' \ _ )I' � EL 0 TREES r t co C POPULUS ANGUS71FOLIA r of NARROW-LEAFCOTTONWOOD ,J / ` ROW_ HOUSE B _ -:.'�' �. / / Qca _ N . r r� 0 AMELANCHIERX GRANDIFLORA'PRINCESS DIANA' / `/�'- -` , r \�• \\` Q PRINCESS DIANA SERVK:EBERRY / ' ' r� .♦ '.'STORMWATERPOND,•,. 24 PLEX C Au PICEAGLAUCILLSS ATA' , '• :r!N, , i SEECMLd L50L9 A ( ) -_ BLACK HILLS SPRUCE /.• AMk PICEAPUNGENS... +/• -/'_- COLORADO SPRUCEf�+\�f PINUS SYLVESTRIS" ,^ _ �3 '-_ -_ , u, � (U SCOTCH PINE r POPULUSTREMULOIDES '*' • t V QUAKING ASPEN 1 I• SHRUBS i 114 PRUNUS VIRGINIANA'SCHUBERT"' - ` f? 1 4 V, L MEN M CANADA RED CHOKECHERRY •;• r \'•• MATCHL1NE 301:2•' N 1 � ��•. , Q OTHER fLATWILLOW LANDSCAPE BOULDER St;o n Water Ponds and Trial Planting Plan _ - _-_ 0 10 20 40 ' ` l t ' 0 1'm20'-0' _ t n ' / � NOTE: ALL TREES TO HAVE A V DIAMETER CEDAR BARK MULCH RING / / AROUND BASE OFTREE AT TIME OF INSTALLATION TO HELP 1n r— 'PROMOTE HEALTH AND GROWTH. ALL TREES TO RECEIVE INDIVIDUAL DRIP IRRIGATION ADJUSTED 1 '•• ••• ' PER SPECIES FOR ESTABLISHMENT. - RECOMMENDED TO PLACE 6'DIAMETER PLASTIC TREE GUARD - ra r: AMI N t• r• AROUND BASE OF ALL TREES TO PROTECT FROM TRIMMER AND MATCHUNE 301:3 N MOWER DAMAGE DURING MAINTENANCE "'INDICATES DROUGHTTOLERANT SPECIES - _ 1 Storm Water Ponds and Trial Plante Plan 0 10 20 11 AIN :FAMILY PROMISE - - - - _1 - _ Y I(�( - .. - -,-. f - ` F� I I • ' AIRRFJTEAE - _ I �12 PLEX(B) ' "y '� 24 PLEX(D) o i • 1 I 1 , �. ... v s - q 11 COMM.BUILDING •�. f— ` F Il III 11 i i l • J ` i I I I ;1_ - 1 - �. S7C 1 date Issue TRAIL SECTION IN - Jy-.- I OS/11/20 � a-�-�- WATERCOURSE SETBACK ZONE 2 :T•' '� -WATERCOURSE SETBACK ZONE 1 'I I TRAILSECTION IN 20NE 1�57-7• T"^"� ;- 1 v I - ' 1 -� a •STORM WATER POND, .BENCH, — _ - - —..�+� �L •J, C 08Id1@0 r i� - SEE CIVILd L501:9 .I ' �� \ t ' �'- \' z FUNRE ✓_ -- a- ��-� ,t _ "..71` '�C°': `�_--Y _ '?+'_�.�' �� '\•• n, 1 PLAY V_a` ,v ,o $ I• I AREAUk `. Storm Water / ,� V ,`�--�I I / I _ Ponds and Trial PlantingPlan 1� A r'PUBLICTRAIL EASEMENT- -_ =� \�\ - Stogn Water Ponds and Trial Planting Plan 0 ,0 20 � = L 301 , 1 \�i 1_ 11111 TRAILSECTION IN WATERCOURSE SETBACK ZONE 2 -WATERCOURSE SETBACK ZONE I TRAIL SECTION IN ZONE 1 52'-7' ZONE I.IY-9' V STORM WATER POND, I _ BENCH,SEE L301 SEECML&L501:9 I t� FUTURE AREA i _ / - — _��•.'. I 20 _ �� I ' / ^ ` I / _ —` ` ` J � an PUBLIC TRAIL EASEMENT_ �} \ _______r:, -,+i• t ''„� " �' _• - TRAIL SECTION j- 1�� IN ZONE 1�63'-0 \ t0 ,;��vz L a 0 ` c. d c I �-5 EXISTING WILLOW GROVE TO REMAIN L O (D m EXISTING WETLAND EDGE I oo ----------- Lq 1 Water CouRe Setback PlenSn Plan 0 10 20 40 U)= W L WATER COURSE PLANT SCHEDULE WATERCOURSE SETBACK PLANTING WATER COURSE SEED SCHEDULE CL BOTANICALNAME MATURE MATURE SYMBOL COMMONNAME SIZE TYPE SPACING QUANTITY HEIGHT SPREAD 700 LINEAL FTOF WATERCOURSE SETBACK SYMBOL SEEDMIXESCOMK4 NAME(BOTANICAL NAME) 9(AF MIX QUANTITYU TREES REQUIRED:1 SHRUB FOR EVERY 10 LINEAR FT-70 SHRUBS -O 1 TREE FOR EVERY So LINEAR FT-23 TREES RECOMMENDED NATIVEI IPLAND SEED BLEND(ZONE 2&RECLAIM) 5.200 SF C + + + SLEN DER WHEATGRASS(ELYMUS TRACHYCAULUS) 25% 0D POPULU RR USTIFOlU1 2.5"CAL B68 PER PLAN 10 SD'-65' 20'-40' PROVIDED:70 SHRUBS AND 25 TREES " t t WESTERN WHEATGRASS(PASCOPYRUM SMITH 10 10% NARROW-LEAF COTTONWOOD t THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% +t t t MOUNTAIN BROME(BROMUS MARGINATUS) 13% NEVADA BLUEGRASS(PDA SECUNDA) Is% BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% POPULUSTREMULOX)ES 2.5'CAL 86B PER PLAN 7 20'-50' 10'-30' NOTE:ADD TO SEED MIX QUAKING ASPEN_SINGLE STEM 10%BLUE FLAX(LINUM LEWISIQ 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) 10%FIRECRACKER PENSTEMON(PENSTEMON EATONID POPULUSTREMULOIDES 2.5'CAL B&B PERPLAN 8 20'-50' 31Y-50' - RECOMMENDED UPLAND RECLAMATION MIX(ZONE1) 20,660 SF QUAKING ASPEN-MULTFSTEM '< SLENDER WHEATGRASS(ELYMUS TRACHYCAULUS) 25% E f?) WESTERN WHEATGRASS(PASCOPYRUM SMITHIQ 10% THICKSPIKE WHEATGRASS(ELYMUS LANCEOLATUS) 10% SHRUBS p" MOUNTAIN BROME(BROMUS MARGINATUS) 13% SALIX SEBBIANA 5GAL POT PER PLAN 15 6'-12' 6'-10, NEVADA BLUEGRASS(PDA SECUNDA) 15% BEB85 WILLOW BLUEBUNCH WHEATGRASS(ELYMUS WAWAWAIENSIS) 25% NOTE:ADD TO SEED MIX SALIX LUTEA 5GAL POT PER PLAN 15 1 Y-18' S'-17 /— 10%BLUE FLAX(LINUM LEWISII) date issue YELLOW WILLOW 10%MOUNTAIN LUPINE(LUPINUS ARGENTEUS) 10%FIRE-CRACKER PENSTEMON(PENSTEMON EATONIQ 01110/20 wnsA Q CORNU ED OSI EA 5GAL POT PER PLAN 10 6'-9' 8'-1Y 0�04/20 RED OSIER DOGWOOD RECOMMENDED SEED RATE 20LBS/ACRE SALIX AMYGDALOIDES 5GAL POT PER PLAN 15 8'-14' 6'-10' PEACHLEAF WILLOW SALIX GEYERIANA 5 GAL POT PER PLAN 15 6'-12' 6'-8' GEYER WILLOW ® EXISTNG SANDBAR WILLOW APPROX. TO REMAIN 20 Water Course NOTES: Setback Planting 1. SHRUB LOCATIONS ARE SHOWN FOR GRAPHIC CLARITY.FINAL LOCATIONS TO BE COORDINATED WITH LYNN Plan BACON ATTERRAQUATIC,L-C.Contact:LBACONOTERRAOUATICLLC.COM(406)580-6993. 2. ALL PLANTINGS IN WATERCOURSE SETBACK AND WETLAND AREAS TO RECEIVE V DIAMETER WEED FABRIC AT THE .. BASEOF THE PLANTWITH SHREDDED CEDAR MULCH RINGS. 3�2 a -CLUSTERS TO BE FENCED FOR UNGULATE PROTECTION. ALL SHRUBS AND TREES WILL RECEIVE DEDICATED DRIP SYSTEMS FOR ESTABLISHMENT a o` SERVICE ENCLOSURES LANDSCAPING PLANT SCHEDULE-PARKING LOT i '~�OF \T7y REQUIRED AND PROVIDED: SYMBOL COMMON NAME ��>•� • BOTANICALNAME THE SIDES AND REAR OF SERVICE ENCLOSURES MUST BE SCREENED WITH n+a' i LANDSCAPING AT LEAST FIVE FEET WIDE IN LOCATIONS VISIBLE FROM STREET, TREES f1c s // PARKING LOTS,AND PATHWAYS TO SOFTEN VIEWS OF THE SCREENING ELEMENT AND ACER PLATANOIDES'CRIMSON KING— \ < / VISUAL INTEREST �' ",._i°App` CRIMSON KING NORWAY MAPLE SETBACK LANDSCAPING -- ACER PLATANOIDES'EMERALD EMERALD QUEEN NORWAY MAPLE QUEEN"" REQUIRED AND PROVIDED: - ® AMELANCHIER X GRANDIFLORA'PRINCESS DIANA' =<'y • ALL FRONT,SIDE AND REAR SETBACKS MUST BE LANDSCAPED PRINCESS DIANA APPLE SERVICEBERRY DROUGHTTOLERANT SPECIES �91 REQUIRED: GLEDITSIA TRIACANTHOS VAR.INERMIS'SKYCOLE* • A LANDSCAPE PLAN MUST PROVIDE 75 PERCENT OR GREATER OF THE PROPOSED SKYLINE HONEVLOCUST-MALE CULTNARS ONLY TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES P' ILIA AM ERICANA'BOULEVARd PROVIDED: BOULEVARD AMERICAN LINDEN THE LANDSCAPE PLAN SHOWN ON SHEETS 1.3031.304 PROVIDE 76 PERCENT OF THE PROPOSED TREES AND SHRUBS AS DROUGHT TOLERANT SPECIES FOR PARKING LOT POPULUS TREMULA'ERECTA' LANDSCAPE REQUIREMENTS O COLUMNAR SWEDISH ASPEN N PARKING LOT LANDSCAPING REQUIRED AND ULMUS AMERICANA'LEWIS AND CLARK"" co / • ALL PARKING PROVIDED:LOTS LOCATED BETWEEN A PRINCIPAL STRUCTURE AND A PUBLIC PRAIRIE EXPEDITION AMERICAN ELM 0_ STREET,MUST BE SCREENED FROM THE PUBLIC STREET.SCREENING MUST BE CONTINUOUS AND NOT LESS THAN FOUR FEET IN WIDTH.SCREENING MUST BE C C MAINTAINED ATA HEIGHT OF FOUR TO SIX FEET SHRUBS N N CORNUS SERICEA TARROW d C L——————— 1 `J �V• �\ I REQUIRED: ARCTIC FIRE DOGWOOD (L O A)ONE LARGE CANOPY TREE;ORB)ONE LARGE NON-CANOPY TREE AND ONE SMALL rn -O 0 2 TREE;ORC)THREE SMALL TREES FOR EACH NINE PARKING SPACES REQUIRED OR �1 FORSYTHIA'MEADOWLARK"" C PROVIDED MEADOWLARK FORSYTHIA 0- N TREES MUST BE IN OR WITHIN 20 FEET OF THE PARKING LOT JUNIPERUS HORIZONTAUS'BLUE CHIP"" ca 1Y E O a • NO PARKING SPACE SHALL BE LOCATED MORE THAN 70 FEET FROM THE TRUNK OF A BLUE CHIP CREEPING JUNIPER O_ N TREE 0 JUNIPERUS HORIZONTALIS'PRINCE OF WALES"" i0 tb I PRINCE OF WALES CREEPING JUNIPER m J T ; 12 PLEX` I ( ri 18DISABLEDACCESSIBLEPARIONGSPACES+318 PARKING SPACES=336 TOTAL PARKING JUNIPERUS SCOPULORUM'MEDORA"" 3 SPACES IN PARKING LOT ® C I — I MEDORA ROCKY MOUNTAIN JUNIPER .LT IT I 336+9=370F A)B)AND/OR C)LISTEDABOVE PHYSOCARPUS OPULIFOLNS'SEWARD"" Q PROVIDED: SUMMER WINE NINEBARK 30 LARGE CANOPY TREES,8 LARGE NON-CANOPY TREES AND 8 SMALL TREES IN/ B PICEA ABIES'PUMILA' o to I WITHIN 20 FEET OF THE PARKING LOT(380F A)B)AND/OR C)LISTED ABOVE) DWARF NORWAY SPRUCE ——— —r————— ALL PARKING SPACES ARE LOCATED WITHIN 70 FEETOF THE TRUNK OF A TREE I I � ^PINUS MUGO VAR,PUMILIO"' ' I�z I DWARF MUGO PINE L / 0:3I REQUIRED: L— I I I ANY PARKING LOT PROVIDING 15 OR MORE PARKING SPACES MUST HAVE A MINIMUM OF 20 RHOS AROMATICA GRO-LOW"" � I SQUARE FEETOF LANDSCAPE AREA WITHIN THE PARKING LOT FOR EACH OFF-STREET GRO-LOWSUMAC Z4-- PARKING SPACE IN THE LOT RISES ALPINUM"' u I ALPINECURRANT I 336 X 20=6,720 SQUARE FEETOF LANDSCAPE AREA WITHIN THE PARKING LOT OD RISES ALPINUM GREEN MOUNd"' 1 ROVIDED: SPIRAEA BETULJFOUA TOR'GREEN MOUND ALPINE CURRANT -� P ® L °iZJ I 11,700 FT"OF LANDSCAPING WITHIN THE PARKING LOT PROVIDED TOR BIRCHLEAF SPIREA (D SYMPHORICARPOS ALBUS"' Q i I SNOWBERRY I ) I W I +O SYRINGA PUBESCENS SUBS.PATULAWISS KIM' �, 6 µ z I MISS KIM LILAC u \ 1 1 VIBURNUM DENTATUM N 1 ARROWWOOD VIBURNUM -0 PERENNIALS&GRASSES C I uuwu. , 'FI I yt 0 ACHILLNSHINE ID tS'b MOONSHINE YARROW I' OTHER ! ACHILLEA MILLEFOLIUM'PAPRIKA'** 1 I z I NATIVE FESCUE SOD BLEND PAPRIKA YARROW T I ,,I GALLATIN VALLEY SOD O CALAMAGROSTI3XACUTIFLORA'KARLFOERSTER' KARL FOERSTER FEATHER REED GRASS \ I I 1J4'ALL ROUND-OR APPROVED EQUAL DESCHAMPSIACESPITOSA 9'-4'DEPTH 6 TUFTED HAIRGRASS O I r I I SEE PLAN BLACK ALUMINUM EDGING ECHINACEA PURPUREA"' PURPLE CONE FLOWER FLATWILLOW LANDSCAPE BOULDER E J- S z o ECHIN AN"" WHITE SWAN CONEFLOWER 24 PLEX r A ° GERANIUM SANGUINEUM w BLOODY GERANIUM 9 ' 9 • o HELICTOTRICHON SEMPERVIRENS"' O BLUEOATGRASS (A) I I I HOSTA'GINKOCRAIG' I GINKOCRAIO HOSTA date ISSUe r z I KOELERIA MACRANTHA"' 05/11/20 wosv, PRAIRIE JUNEGRASS 08/04/20 LIATRIS SPIOATA WOBOLd"' 1 ( KOBOLD GAYFEATHER z I I 6 NEPETA RACEMOSA WALKER'S LOW"" g ) 3 IT WALKER'S LOW CATMINT x SCHIZACHYRIUM SCOPARIUM'" t a — I I -- I I, O LITTLE BLUESTEM r.. --- --- — — — — — I � SPOROBOLUS HETEROLEPIS"' PRAIRIE OROPSEED MATCHUNE 304:1 ® VINCA COMMON ' Partingking Plan t COMMON PERIWINKLE Planting Plan N 1 Parkinq Lot Planting Plan 0 10 20 40 NOTE:PLANTINGS ADJUSTED FOR TRASH —DROUGHT TOLERANT SPECIES 1'-20'-0' ENCLOSURE ROTATION AND MOVEMENT 3 L 303 v` s MATCHUNE 303:1 PLANT SCHEDULE PARKING LOT ,�OF w_ o,,� ----- -- - --- - -r .� �\ ----- - --- r BOTANiCALAM m SYMBOL COMMON NAMES -I 1- TREES n0 ACER PLATANOIDES'CRIMSON KING— ��" / CRIMSON KING NORWAY MAPLE O+ j ' �\ C 1~ I 1 ACER PLATANOIDES'EMERALD QUEEN-' A I �•1. 1 I V EMERALD QUEEN NORWAY MAPLE 2O 1 AMELANCHIER X GRANDIFLORA'PRINCESS DIANA' ��• 24 PLEX PRINCESS Q.lA ► I 0 (B) 1 • 1 GL.EDITSIATRIACANTHOS VAR.INERMIS'SKYCOLE••' 1 I I 1 1 SKYLINE HONEYLOCUST-MALE CULTNARS ONLY 1 _ ILIA AMERICANA'BOULEVARD'••' O J. H n G _ s 1 1 m BOULEVARD AMERICAN LINDEN 1 POPULUS TREMULA TRECTA' _I-"• I L O COLUMN ARSWEDISHASPEN = I \ I L t co C. ULMU j I I S AMERK:ANA'LEWIS AND CLARK"•' d 1 PRAIRIE EXPEDITION AMERICAN ELM c I 1 SHRUBS O) C h [ I © CORNUSSERICEATARROW O_ O sr 1 1/ ARCTIC FIRE DOGWOOD C 2 -,,,�0*• �'L'. ] I Ir FORSYTHIA'MEADOWLARK` ' co 0- 6 I MEADOWLARK FORSYTHIA ` E 1 /r ��` .. i ��j 1 1 co JUNIPERUS HORIZONTALIS SLUE CHIP"" 0_ N / LEE: ,.1 BLUE CHIP CREEPING JUNIPER 0 / 1 > JUNIPERUS HORIZONTAUS'PRINCE OF WALES"•• N co -E. PRINCE OF WALES CREEPING JUNIPER 3 / JUNIPER US SCOPULORUM'MEDORA"" O _ ___ ____ 1 ® MEDORA ROCKY MOUNTAIN JUNIPER Q r" -- _ -- I PHYSOCARPUSOPtJUFOLNS'SEWARD"•• / • ___ ____ _____________ ___ _ - I SUMMER WINE NINEBARK 1 (9 PICEAABIES'PUMILA' ��--••••�� DWARF NORWAY SPRUCE PINUS MUGO VAR.PUMILIO Ln ly DWARF MUGO PINE `\ I RHUS AROMA71CA'GRO-LOW"• __ ____1 1 I GRO-LOW SUMAC U / 1 I RBES ALPINUM" ALPINECURRANT OTHER / • } -/ _" -_ ,I•y-.i• L9 RBES ALPIN GREEN MOUND ALPOUND`INE RANT "' U NATNE FESCUE SOD BLEND / I ® SPIRAEABETUUFOUATOR' W '••.- GALLATIN VALLEY SOD / / I 1 1 TOR BIRCHLEAF SPIREA Q I V ALL ROUND-OR APPROVED EQUAL / 1 1 SYMPHORICARPOS ALBUS" S'-4•DEPTH / • / 1 SNOWBERRY SEE PLAN BLACK ALUMINUM EDGING S / 1 +O SYRINGA PUBESCENS SUBS.PATULA WISS KIM' u B FLATMLLOW LANDSCAPE BOULDER • I I I.. ` MISS KIM LILAC ur) 1 VIBURNUM DENTATUM I +T -�• 0 I 1 ARROWWOOD VIBURNUM I \ 11 PERENNIALS 6 GRASSES ACHILLEA'MOONSHINE' MOONSHINEYARROW ACHILLEA MILLEFODUM'PAPRIKA` PAPRIKA YARROW O CALAMAG ROSTIS X ACUTTFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS [ O I-._. ' •,✓ �\ • \ O O I • 6 DESCHUFTED CESPROSA TUFTED HAIRGRASS ECHINPURPLECO E OWER \\\ i 1 ��/ ECHINACEA PURPUREA'WHITE SWAN"-'+ \ I 4 I WHRE SWAN CONEFLOWER 1-_ + GERANIUMSANGUINEUM 1. + �\ ;. I I BLOODYGERANIUM HELICTOTRICHON SEMPERVIRENS"• 9 J+. BLUE OATGRASS—1-4d IT _ HOSTA GINKO CRAIG' date ISSUe ° GINKO CRAIG HOSTA 05/11/20 �P+ KOELERIA MACRANTHA'•• O8/09/20 PRAIRIE JUNEGRASS LIATRIS SPICATA'KOSOLD'••• KOBOLD GAYFEATHER 8 _ r�i NEPETA RACEMOSA'WALKER'S LOW.. L WALKERS LOW CATMINT SCHIZACHYRIUM SCOPARIUM"' LITTLE BLUESTEM ®• O O I'� y� •0 0 I SPOROSOLUS HETEROLEPIS•'• O • O ,I e I PRAIRIE DROPSEED ParMng Lot VINCA MINOR"' Planting Plan COMMON PERNU IN DROUGHTTOLERANT SPECIES ' ------------- OTE:PLANTINGS ADJUSTED FOR TRASH lu N ENCLOSURE ROTATION AND MOVEMENT ' ...... , 1 Parking LDt Plentin Plan 0 10 20 40 1'.20'-0• L 304