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Home My WebLink AboutLogan Meadows Application PacketCity of Caldwell Community Development Department – Planning & Zoning Division MASTER LAND USE APPLICATION 205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021 Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org Please note that any land use action below marked with an asterisk (*) will require public hearing. Land use actions below marked with two asterisks (**) may require public hearing depending on the scope of project. APPLICATION REQUESTS Note: Please check all that apply. ☐Director Determination ☐Administrative Development Review2 ☐Alternative Method of Compliance ☐*Annexation w/ Zoning ☐Business License (Business Permit) ☐*Certificate of Appropriateness ☐*Comprehensive Plan Amendment ☐Text ☐Map ☐*Deannexation ☐**Design Review ☐Development Agreement ☐*New ☐**Modification ☐*Termination ☐Home Occupation Permit ☐New ☐Renewal ☐Lot Line Adjustment ☐Lot Split ☐Administrative ☐Simple ☐*Manufactured Home Community ☐Mobile Food Unit (Individual) ☐Mobile Food Unit Park / Court ☐Outdoor Dining Permit ☐Parcel Consolidation ☐Performance Bonding ☐Planned Unit Development (PUD) ☐*New ☐**Modification ☐Public Art / Murals ☐*Rezone (Zoning Map Amendment) ☐Signs1 ☐Special Use Permit (SUP) ☐*New ☐**Modification ☐Time Extension ☐Subdivision Plats ☐*Preliminary Plat ☐Final Plat ☐*Short Plat (Regular) ☐*Short Plat (Condo) ☐**Plat Modification ☐Time Extension ☐Renewal ☐Temporary Use Permit ☐New ☐ Renewal ☐Construction Trailer ☐Model Home Sales Office ☐Storage Containers / Pods ☐Temporary Housing ☐Transient Merchant ☐Traffic Impact Study Review ☐Vacation of Easement and/or Right-of-way ☐*Variance ☐*Zoning Ordinance Text Amendment ☐Other, Pleases Describe: _________________________ _________________________ _________________________ 1Freestanding, post/pole, or monument signs less than 6’ in height. All other signs must be submitted through the building department. 2 Used when not associated with other land use applications, when revisions to an approved (non-subdivision development) is being proposed, or when the land use schedules or specific use provisions of the Code indicate the requirement for Administrative Development Review. City of Caldwell Community Development Department – Planning & Zoning Division MASTER LAND USE APPLICATION 205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021 Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org PROJECT and SITE/PROPERTY INFORMATION Project or Business Name: Site Address (s): Suite #: Parcel #(s): Total Acres: General Location of Site: Current Zoning of Parcel(s): (Check all that apply) ☐RS-1 ☐ RS-2 ☐ R-1 ☐ R-2 ☐ R-3 ☐ C-1 ☐ C-2 ☐ C-3 ☐ C-4 ☐ C-C ☐DCB ☐ M-1 ☐ M-2 ☐ I-P ☐ A-D ☐ C-D ☐ H-D ☐ P-D ☐ T-N ☐ H-C ☐Property currently In County Please list the current county zoning designation: ________________ Overlay Districts: (Check all that apply) ☐APO-1 ☐ APO-2 ☐ Indian Creek Corridor Overlay ☐Downtown Local Historic Area ☐ Steunenberg Historic District ☐Floodplain Overlay ☐ None City of Caldwell Comprehensive Plan Designation of Parcel(s): (Check all that apply) ☐Neighborhood 1 ☐ Neighborhood 2 ☐ Neighborhood 3 ☐Urban Neighborhood ☐ Community Center ☐ Mixed Use Center ☐Downtown ☐ Employment Center ☐ Special Purpose Are parcels located within an Area Hub as indicated on the City of Caldwell Comprehensive Plan? ☐Yes ☐ No City of Caldwell Community Development Department – Planning & Zoning Division MASTER LAND USE APPLICATION 205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021 Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org Description of Proposed Project / Request: APPLICANT INFORMATION: Name: Company Name (if applicable): ☐Property Owner ☐ Authorized Agent ☐ Purchaser ☐ Petitioner (Vacations only) Mailing Address: Phone: Email: PROPERTY OWNERS’ INFORMATION (If an LLC, please provide documentation of being an authorized signer) ☐Not Applicable Name: Mailing Address: Phone: Email: City of Caldwell Community Development Department – Planning & Zoning Division MASTER LAND USE APPLICATION 205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021 Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org DESIGNATED CONTACT PERSON (Who will receive and disseminate all correspondence from the city) Same as: ☐Applicant ☐ Property Owner ☐ Other Name: Company Name (if applicable): Mailing Address: Phone: Email: CONTRACTOR / DEVELOPER INFORMATION ☐Not Applicable Name: Company Name (if applicable): Mailing Address: Phone: Email: ARCHITECT INFORMATION ☐Not Applicable Name: Company Name (if applicable): Mailing Address: Phone: Email: City of Caldwell Community Development Department – Planning & Zoning Division MASTER LAND USE APPLICATION 205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021 Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org ENGINEER / SURVEYOR INFORMATION ☐ Not Applicable Name: Company Name (if applicable): Mailing Address: Phone: Email: LANDSCAPE ARCHITECT INFORMATION ☐ Not Applicable Name: Company Name (if applicable): Mailing Address: Phone: Email: City of Caldwell Community Development Department – Planning & Zoning Division MASTER LAND USE APPLICATION 205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021 Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org ACKNOWLEDGEMENTS ☐By signing this application, I authorize employees/agents of the City to enter onto the property that is the subject of this application during regular business hours. The sole purpose of entry is to make an examination of the property that is necessary to process this application. ☐I certify that I am the owner of this property, the owner’s authorized agent, or the petitioner (if for a vacation). If acting as an authorized agent, I further certify that I have full power and authority to file this application and to perform, on behalf of the owner, all acts required to enable the jurisdiction to process and review such an application. I will comply with all provisions of the law and ordinance governing this type of application. ☐I certify that the information furnished by me as part of this application is true and correct to the best of my knowledge. I am the: ☐ Property Owner ☐ Authorized Agent ☐ Petitioner (Vacations Only) Applicant Signature: _________________________________________________ Date: ________________ Printed Name: _______________________________________________________ City of Caldwell Community Development Department – Planning & Zoning Division MASTER LAND USE APPLICATION 205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021 Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org Online Application Submittal Instructions The City of Caldwell Planning and Zoning Department utilizes an online application portal for submission of all applications, documents, plans, and payment of fees. Step 1: • Log in or create an account in Citizenserve (Citizenserve Users Guide) • Select your permit and/or application type and enter in all required information. Step 2 • Pay fees online via Citizenserve. You will receive an email from Citizenserve directing you to make a payment once staff have reviewed your application. Drawing Submittal Instructions: 1. All plan sheets must be uploaded in PDF format only (no CAD, JPEG, TIFF, PNG, etc.) 2. All plan sheets must be to scale. 3. All plan sheets must be uploaded to Citizenserve. 4. All applications, checklists, calculations, reports, drawings, plans, and other supporting documents must be uploaded as single-sided pdf’s and must be legible and in a high-definition format. 5. All documents and plans must follow the “Naming Schematic” as listed on the attached document. Hatch Design Architecture 6126 w. state st., boise, idaho 83703 • phone 208.475.3204 • fax 208.475.3205 • email info@hatchda.com Project Narrative for Proposed Use April 11, 2025 Development of Planning & Zoning City of Caldwell 621 Cleveland Blvd. Caldwell, ID, 83605 Re: PUD Review for Logan Street Multifamily Project 0 Logan St., Caldwell, ID, 83605 Dear Planning Staff, The applicant is proposing a Planned Unit Development. The owner of the property with parcel number is R0574900000, is proposing to develop the new construction of a multifamily 4-plex housing development. The property is located at 0 Logan St., approximately 460’ east of the Southeast corner of the intersection at Marshall Ave. and West Logan Street. The owner is proposed to develop 11 fourplexes and one duplex, housing 46 units in total. The homes are designed to be interspersed with appropriate system of pathways connecting residential to open spaces and other on-site facilities. The project will provide open spaces located in the center of the site. The open area will feature country themed playground areas, 3 rail fencing, ranch style BBQ pergola, and arbor accent features. The architectural style and material selection of the structures also accentuate the country feel. Please contact our office with any questions you may have in reviewing the application materials. Sincerely, Jeff Hatch, AIA LEED AP Hatch Design Architecture 621 Cleveland Boulevard • Caldwell, Idaho 83605 • Phone: (208) 455-3021 • www.cityofcaldwell.com/PlanningZoning Project Name: File #: Applicant/Agent: Applicant (√) Please provide the following REQUIRED documentation: Staff (√) PUD Details Form Narrative fully describing the proposed use/request Recorded warranty deed for the subject property Detailed Site Plan Preliminary Plat (if applicable) Signed Property Owner Acknowledgement (if applicable) Vicinity map, showing the location of the subject property Traffic Study (if applicable) Landscape Plan (if applicable) Neighborhood Meeting sign-in sheet All of the above items shall be submitted in 8 ½ x 11 paper format AND in electronic format (preferably PDF or Word) on either a jump drive or CD. Please be aware the jump drive or CD will become part of the file and will not be returned. Fee STAFF USE ONLY: Date Application Received: _________________ Received by: _____________________________ Proposed Hearing Date: ____________________ Hearing Body: ____________________________ x x x x N/A x N/A x x x x x Logan Meadows Hatch Design Architecture #E X T E R I O R F I N I S H S P E C I F I C A T I O N S LAP SIDING HARDIEPLANK NON-ASBESTOS FIBER-CEMENT SIDING AS MANUF. BY JAMES HARDIE CORP. CEDARMILL SELECT 8 14'' WITH 7'' EXPOSURE. (OR APPROVED EQUAL) APPLY OVER BUILDING WRAP. ASPHALT ROOF SHINGLES 30 YR. PABCO (APPR. EQUAL) PREMIER LAMINATED SHINGLES (COLOR AS SELECTED BY OWNER) OVER 15# ASPHALT FELT UNDERLAYMENT. ICE DAM PROTECTION (ROOF) GRACE ICE & WATER SHIELD SELF-ADHERED ROOFING UNDERLAYMENT, 36 HIGH WIDTH, 40 MIL THICK MEMBRANE. FASCIA TRUWOOD NON ASBESTOS COMPOSITE FASCIA AS MANUF. BY COLLINS PRODUCTS, LLC. OR APPROVED SIMILAR. SOFFIT TRUWOOD NON ASBESTOS COMPOSITE SOFFIT AS MANUF. BY COLLINS PRODUCTS, LLC. OR APPROVED SIMILAR. SIDEWALL FLASHING 22 GA. SIDEWALL METAL FLASHING WITH GALVALUME PLUS FINISH AS MANUFACTURED BY ''MBCI''. DOOR AND WINDOW FLASHING GRACE VYCOR PLUS SELF-ADHERED FLASHING INSTALLED OVER TYVEK BUILDING WRAP. PRODUCT THICKNESS 25 MIL., MIN. 9 INCH WIDTH. INSTALL PER MFR. REQUIREMENTS. BUILDING WRAP WEATHER BARRIER DUPONT TYVEK COMMERCIAL WRAP WEATHER BARRIER ASSEMBLY FOR VERTICAL BUILDING ENVELOPE PROTECTION FOR ENTIRE FRAMED PORTION OF BUILDING. ASSEMBLY TO INCLUDE WEATHER BARRIER MEMBRANE, SEAM TAPE, FLASHING (SEE DOOR & WINDOW FLASHING ABOVE) AND FASTENERS. INSTALL PER MFR. REQUIREMENTS. NOTE: ALL EXTERIOR FRAME WALLS TO RECEIVE TYVEK BUILDING WRAP OVER EXTERIOR SHEATHING (UNDER FINISH SIDING MATERIAL). NOTE: INSTALL WATER SHIELD PROTECTION AT ALL DOOR AND WINDOW OPENINGS. WRAP OVER TYVEK AND RETURN INTO OPENINGS IN WALL. SCALE: 1/4'' = 1'-0'' E L E V A T I O N - S O U T H SCALE: 1/4'' = 1'-0'' E L E V A T I O N - E A S T 6'-8"24'-5 1/2"9'-1 1/8"FINISH FLOOR TRUSS BEARING HDR. HEIGHT TOP OF RIDGE 8'-1 1/8"TRUSS BEARING FINISH FLOOR7'-0"HDR. HEIGHT 6'-8"9'-1 1/8"FINISH FLOOR TRUSS BEARING HDR. HEIGHT 8'-1 1/8"TRUSS BEARING FINISH FLOOR 7'-0"HDR. HEIGHT ARCHITECTURAL SHINGLES 8" FASCIA 1X12 TRIM, TYP. LAP SIDING, TYP. BOARD AND BATTEN SIDING @ 16" O.C. WINDOW, PER PLAN 1X4 TRIM SHADOW BOX TRIM ON COLUMNS 12 4 1'-4 7/8"1'-4 7/8"FLATWORK, SEE SITE DETAILS SHAKER SIDING 12 3 12 6 12 3 12 4 4 A-7.0EF ETETE B ETE BETEBETEDED EFETETEBEBETETEDEBEDET4 A-7.0EBDOOR, PER PLAN ARCHITECTURAL SHINGLES 8" FASCIA 1X12 TRIM, TYP. LAP SIDING, TYP. BOARD AND BATTEN SIDING @ 16" O.C. WINDOW, PER PLAN 1X4 TRIM SHADOW BOX TRIM ON COLUMNS FLATWORK, SEE SITE DETAILS SHAKER SIDING DOOR, PER PLAN 12 3 12 6 2" 1'-0" 2" 1'-0" 1 SCALE : 1/2'' = 1'-0'' TIMBER BRACE ASSEMBLY 2'' MIN TYP @ KNEE BRACE PREDRILL TOP MEMBER THIS LOCATION ONLY 4" TIMBERLOK SCREW 2X BACKING 2X BACKING 34"X1" DEEP COUNTERSINK TYP 6X6 DF 4X6 DF 2X BRACE AND SOFFIT BACKING PLUG COUNTERSINK W/ EXTERIOR WOOD FILLER TYP 2'' MIN TYP @ KNEE BRACE SOFFIT, PER EXTERIOR SPECS 6X6 DF 4X6 DF 6" TIMBERLOK SCREW 135° PRE-FINISHED ROOF VENTS @ 8'-0" O.C., SEE FRAMING NOTE #11/S2.0 (COLOR TO MATCH SHINGLES) MIN. 144 SQ. FT. IN VENT AREA PRE-FINISHED ROOF VENTS @ 8'-0" O.C., SEE FRAMING NOTE #11/S2.0 (COLOR TO MATCH SHINGLES) MIN. 144 SQ. FT. IN VENT AREA TIMBER BRACE, SEE 1/A-4.0 TIMBER BRACE, SEE 1/A-4.0 TOP OF RIDGE STREET/UNIT ADDRESS SIDEWALL FLASHING, TYP. SIDEWALL FLASHING, TYP. EXTERIOR FINISH SCHEME 24'-5 1/2"#1 Red/shake scheme: EB-Exterior body paint Sherwin Williams “Rustic Red” SW7593 EF-Exterior feature (shake siding) Sherwin Williams Semi-Transparent Stain“Redwood” SW3501 ED-Exterior wood doors Minwax Helmsman Semi-Gloss “350 VOC Spar Urethane" ET-Exterior trim, eaves, fascia, braces Sherwin Williams “Pure White” SW7005 #2 Gray/shake scheme: EB-Exterior body paint Sherwin Williams “Ellie Gray” SW7650 EF-Exterior feature (shake siding) Sherwin Williams Semi-Transparent Stain“Harbor Mist” SW3541 ED-Exterior wood doors Minwax Helmsman Semi-Gloss “350 VOC Spar Urethane" ET-Exterior trim, eaves, fascia, braces Sherwin Williams “Pure White” SW7005 #3 Slate/shake scheme: EB-Exterior body paint Sherwin Williams “Slate Tile” SW7624 EF-Exterior feature (shake siding) Sherwin Williams Semi-Transparent Stain “Blue Shadow” SW3531 ED-Exterior wood doors Minwax Helmsman Semi-Gloss “350 VOC Spar Urethane" ET-Exterior trim, eaves, fascia, braces Sherwin Williams “Pure White” SW7005 #4 Green/shake scheme: EB-Exterior body paint Sherwin Williams “Cocoon” SW6193 EF-Exterior feature (shake siding) Sherwin Williams Semi-Transparent Stain“Leeward” SW3533 ED-Exterior wood doors Minwax Helmsman Semi-Gloss “350 VOC Spar Urethane" ET-Exterior trim, eaves, fascia, braces Sherwin Williams “Pure White” SW7005ET A-4.0 EXTERIOR ELEVATIONS 26 DATE: JOB NUMBER: MAY 2022 DRAWN BY: CHECKED BY:JLH NJM, TLM, ST 19130DESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE200 W 36TH STBOISE, IDAHO 83714OFFICE: (208) 475-3204FAX: (208) 475-3205COPYRIGHT 2022HATCH DESIGNARCHITECTURETHIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET SHEET NUMBER SHEET TITLENEW MULTIFAMILY HOUSING PROJECT:CALDWELL, ID 83605LOGAN MEADOWS SCALE: 1/4'' = 1'-0'' E L E V A T I O N - N O R T H SCALE: 1/4'' = 1'-0'' E L E V A T I O N - W E S T 6'-8"23'-5 1/2"8'-1 1/8"FINISH FLOOR TRUSS BEARING HDR. HEIGHT TOP OF RIDGE 1'-4 7/8"8'-1 1/8"TRUSS BEARING FINISH FLOOR 7'-0"HDR. HEIGHT FINISH FLOOR TRUSS BEARING HDR. HEIGHT 1'-4 7/8"8'-1 1/8"TRUSS BEARING FINISH FLOOR7'-0"HDR. HEIGHT T.O. PLINTH PRE-FINISHED ROOF VENTS @ 8'-0" O.C., SEE FRAMING NOTE #11/S2.0 (COLOR TO MATCH SHINGLES) MIN. 144 SQ. FT. IN VENT AREA 2" 1'-0" 12 4 EFE T ETEBEBETETEDEDET4 A-7.0 4 A-7.0EF ETETEBETE DEDARCHITECTURAL SHINGLES 8" FASCIA 1X12 TRIM, TYP. LAP SIDING, TYP. BOARD AND BATTEN SIDING @ 16" O.C. WINDOW, PER PLAN 1X4 TRIM SHADOW BOX TRIM ON COLUMNS FLATWORK, SEE SITE DETAILS SHAKER SIDING E T EBETARCHITECTURAL SHINGLES 8" FASCIA 1X12 TRIM, TYP. LAP SIDING, TYP. BOARD AND BATTEN SIDING @ 16" O.C. WINDOW, PER PLAN 1X4 TRIM SHADOW BOX TRIM ON COLUMNS FLATWORK, SEE SITE DETAILS SHAKER SIDING DOOR, PER PLAN 12 6 12 3 12 4 12 3 12 6 2" 1'-0" PRE-FINISHED ROOF VENTS @ 8'-0" O.C., SEE FRAMING NOTE #11/S2.0 (COLOR TO MATCH SHINGLES) MIN. 144 SQ. FT. IN VENT AREA TIMBER BRACE, SEE 1/A-4.0 TIMBER BRACE, SEE 1/A-4.0 3'-0"T.O. PLINTH TOP OF RIDGE SIDEWALL FLASHING, TYP. SIDEWALL FLASHING, TYP. G E N E R A L N O T E S A.FOR EXTERIOR FINISH SPECIFICATIONS , SEE SHEET A-4.0.6'-8"8'-1 1/8"3'-0"23'-5 1/2" A-4.1 EXTERIOR ELEVATIONS 27 DATE: JOB NUMBER: MAY 2022 DRAWN BY: CHECKED BY:JLH NJM, TLM, ST 19130DESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE200 W 36TH STBOISE, IDAHO 83714OFFICE: (208) 475-3204FAX: (208) 475-3205COPYRIGHT 2022HATCH DESIGNARCHITECTURETHIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET SHEET NUMBER SHEET TITLENEW MULTIFAMILY HOUSING PROJECT:CALDWELL, ID 83605LOGAN MEADOWS SCALE: 1/4''=1'-0''P R O P O S E D F R O N T E L E V A T I O N - S O U T HSCALE: 1/4''=1'-0''P R O P O S E D R E A R E L E V A T I O N - N O R T H6'-8"9'-1 1/8"FINISH FLOORTRUSS BEARINGHDR. HEIGHT6'-8" 9'-1 1/8"FINISH FLOORTRUSS BEARINGHDR. HEIGHT±23'-10"RIDGE HEIGHT126126E X T E R I O R F I N I S H S P E C I F I C A T I O N SLAP SIDINGHARDIEPLANK NON-ASBESTOS FIBER-CEMENT SIDING AS MANUF. BYJAMES HARDIE CORP. CEDARMILL SELECT 8 14'' WITH 7'' EXPOSURE. (ORAPPROVED EQUAL) APPLY OVER BUILDING WRAP.ASPHALT ROOF SHINGLES30 YR. PABCO (APPR. EQUAL) PREMIER LAMINATED SHINGLES (COLOR ASSELECTED BY OWNER) OVER 15# ASPHALT FELT UNDERLAYMENT.ICE DAM PROTECTION (ROOF)''GRACE'' ICE & WATER SHIELD SELF-ADHERED ROOFING UNDERLAYMENT,36 HIGH WIDTH, 40 MIL THICK MEMBRANE.FASCIATRUWOOD NON ASBESTOS COMPOSITE FASCIA AS MANUF. BY COLLINSPRODUCTS, LLC. OR APPROVED SIMILAR.SOFFITTRUWOOD NON ASBESTOS COMPOSITE SOFFIT AS MANUF. BY COLLINSPRODUCTS, LLC. OR APPROVED SIMILAR.SIDEWALL FLASHING22 GA. SIDEWALL METAL FLASHING WITH GALVALUME PLUS FINISH ASMANUFACTURED BY ''MBCI''.DOOR AND WINDOW FLASHING''GRACE VYCOR PLUS'' SELF-ADHERED FLASHING INSTALLED OVER''TYVEK'' BUILDING WRAP. PRODUCT THICKNESS 25 MIL., MIN. 9 INCHWIDTH. INSTALL PER MFR. REQUIREMENTS.BUILDING WRAP WEATHER BARRIER''DUPONT TYVEK COMMERCIAL WRAP'' WEATHER BARRIER ASSEMBLY FORVERTICAL BUILDING ENVELOPE PROTECTION FOR ENTIRE FRAMEDPORTION OF BUILDING. ASSEMBLY TO INCLUDE WEATHER BARRIERMEMBRANE, SEAM TAPE, FLASHING (SEE DOOR & WINDOW FLASHINGABOVE) AND FASTENERS. INSTALL PER MFR. REQUIREMENTS.NOTE: ALL EXTERIOR FRAME WALLS TO RECEIVE TYVEK BUILDING WRAP OVEREXTERIOR SHEATHING (UNDER FINISH SIDING MATERIAL).NOTE: INSTALL WATER SHIELD PROTECTION AT ALL DOOR AND WINDOWOPENINGS. WRAP OVER TYVEK AND RETURN INTO OPENINGS IN WALL.EXTERIOR FINISH SCHEME SPECIFICATIONS#2 GRAY/SHAKE SCHEME: EB-EXTERIOR BODY PAINT SHERWIN WILLIAMS “ELLIE GRAY” SW7650 EF-EXTERIOR FEATURE (SHAKE SIDING) SHERWIN WILLIAMS SEMI-TRANSPARENT STAIN“HARBOR MIST” SW3541 ED-EXTERIOR WOOD DOORS MINWAX HELMSMAN SEMI-GLOSS “350 VOC SPAR URETHANE" ET-EXTERIOR TRIM, EAVES, FASCIA, BRACES SHERWIN WILLIAMS “PURE WHITE” SW70058" FASCIA, PER SPECLAP SIDING, TYP., SEE SPECDOOR, PER PLAN4" TRIM, PER SPECASPHALT SHINGLE ROOFINGW/ 15# FELT MIN., PER SPECWINDOW, PERPLANSHAKER SIDING, PER SPECEBETEDETDOOR, PER PLAN4" TRIM, PER SPECASPHALT SHINGLE ROOFINGW/ 15# FELT MIN., PER SPECSHAKER SIDING, PER SPECSHADOW BOX TRIMON COLUMNSBOARD AND BATTEN SIDING,PER SPECEDEDEFEBEDETETELECTRICAL METER PACK,SEE SITE PLAN8" FASCIA, PER SPECSIDEWALL FLASHING, PER SPECFLATWORK AT ENTRY,MAINTAIN ADA COMPLIANCEFLATWORK AT ENTRY,MAINTAIN ADA COMPLIANCEPATIO SLAB, PER PLAN6" X 16" SCREENED OPERABLEFOUNDATION VENT±23'-10"RIDGE HEIGHTEFEF A-4.0EXTERIORELEVATIONSDATE:JOB NUMBER:AUG 2022DRAWN BY:CHECKED BY:JLHNJM, TLM, ST19130DESCRIPTION- COMMENTSDATEDELTA HATCH DESIGN ARCHITECTURE 6126 W. STATE ST. BOISE, IDAHO 83703 OFFICE: (208) 475-3204 FAX: (208) 475-3205 C O P Y R I G H T 2 0 2 2 H A T C H D E S I G N A R C H I T E C T U R E LOGAN MEADOWS THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED OR COPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BE ASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENT AND PROPER COMPENSATION TO HATCH DESIGN ARCHITECTURE. THE USE OF THE PLANS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BY THE DESIGNER AND THE DESIGNER'S CONSULTANTS ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE DESIGNER AND THE DESIGNER'S CONSULTANTS SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEETSHEET NUMBERSHEET TITLENEW MULTIFAMILY HOUSING PROJECT:/ 23CALDWELL, ID 836057 6'-8" 9'-1 1/8"FINISH FLOORTRUSS BEARINGHDR. HEIGHTSCALE: 1/4''=1'-0''P R O P O S E D S I D E E L E V A T I O N - E A S TSCALE: 1/4''=1'-0''P R O P O S E D S I D E E L E V A T I O N - W E S T6'-8"9'-1 1/8"FINISH FLOORTRUSS BEARINGHDR. HEIGHT±23'-10"RIDGE HEIGHT126126ETEFETETETEBEFWINDOW, PER PLANSHADOW BOX TRIMON COLUMNSWINDOW, PER PLANSHADOWBOX TRIMON COLUMNSDOOR, PER PLANEBETEFEDEFETETEBEDEXTERIOR FINISH SCHEME SPECIFICATIONS#2 GRAY/SHAKE SCHEME: EB-EXTERIOR BODY PAINT SHERWIN WILLIAMS “ELLIE GRAY” SW7650 EF-EXTERIOR FEATURE (SHAKE SIDING) SHERWIN WILLIAMS SEMI-TRANSPARENT STAIN“HARBOR MIST” SW3541 ED-EXTERIOR WOOD DOORS MINWAX HELMSMAN SEMI-GLOSS “350 VOC SPAR URETHANE" ET-EXTERIOR TRIM, EAVES, FASCIA, BRACES SHERWIN WILLIAMS “PURE WHITE” SW70053G E N E R A L N O T E S1.FOR EXTERIOR FINISH SPECIFICATIONS, SEE SHEET A-4.0ASPHALT SHINGLE ROOFINGW/ 15# FELT MIN., PER SPEC8" FASCIA, PER SPECLAP SIDING, TYP., PER SPEC4" TRIM, PER SPECASPHALT SHINGLE ROOFINGW/ 15# FELT MIN., PER SPEC8" FASCIA, PER SPECBOARD AND BATTENSIDING, PER SPECSHAKER SIDING, PER SPEC4" TRIM, PER SPECLAP SIDING, TYP., PER SPEC6" X 16"SCREENEDOPERABLEFOUNDATIONVENT6" X 16" SCREENED OPERABLEFOUNDATION VENTEBEDDOOR,PER PLAN A-4.1EXTERIORELEVATIONSDATE:JOB NUMBER:AUG 2022DRAWN BY:CHECKED BY:JLHNJM, TLM, ST19130DESCRIPTION- COMMENTSDATEDELTA HATCH DESIGN ARCHITECTURE 6126 W. STATE ST. BOISE, IDAHO 83703 OFFICE: (208) 475-3204 FAX: (208) 475-3205 C O P Y R I G H T 2 0 2 2 H A T C H D E S I G N A R C H I T E C T U R E LOGAN MEADOWS THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED OR COPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BE ASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENT AND PROPER COMPENSATION TO HATCH DESIGN ARCHITECTURE. THE USE OF THE PLANS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BY THE DESIGNER AND THE DESIGNER'S CONSULTANTS ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE DESIGNER AND THE DESIGNER'S CONSULTANTS SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEETSHEET NUMBERSHEET TITLENEW MULTIFAMILY HOUSING PROJECT:/ 23CALDWELL, ID 836058 G E N E R A L N O T E S 1.PLAN DESIGNED PER TO IRC BUILDING CODES. 2.USE TEMPERED GLAZING IN DOORS, SLIDING PATIO DOORS, STORM DOORS, SHOWER AND BATH ENCLOSURES, WINDOWS WHERE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 2'-0" RADIUS OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION, AND FIXED PANELS GREATER THAN 9 SQ. FT. WITH THE LOWEST EDGE LESS THAN 1'-6" ABOVE THE FLOOR (SEE PLAN FOR SPECIFIC WINDOWS) 3.ALL ACCESSORIES I.E. GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 4.SHOWER ENCLOSURES TO HAVE A MIN. HEIGHT ABOVE DRAIN INLET OF 5'-10" MINIMUM WITH APPROVED WATER RESISTANT BACKING. 5.INSTALL AND FLASH WINDOWS IN ACCORDANCE TO MANUFACTURER SPECIFICATIONS. IF NOT PROVIDED INSTALL IN ACCORDANCE WITH THE SUBSEQUENT NOTE. 6.APPLY WINDOW FLASHING ACROSS BOTTOM OF OPENING, BEFORE INSTALLATION, EXTENDING BEYOND EACH SIDE BY THE WIDTH OF THE FLASHING. APPLY FLASHING TO SIDES AND TOP, EXTENDING BEYOND TOP AND BOTTOM OF OPENING BY THE WIDTH OF THE FLASHING. FLASHING MATERIAL TO BE A MIN. OF 9" WIDE. INSTALL WINDOW, USING EVERY OTHER PRE-PUNCHED HOLE IN NAILING FIN. 7.DOORS BETWEEN GARAGE AND DWELLING ARE TO BE SELF CLOSING AND TO HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES. 8.5/8" TYPE "X" GYP. BOARD TYPICAL @ ALL GARAGE WALLS AND CEILINGS APPLIED TO GARAGE SIDE AND ALL WALLS, BEAMS AND POSTS SUPPORTING FIRE POSTS FIRE PROTECTED HORIZONTAL STRUCTURAL MEMBERS. 9.1/2" TYPE "X" GYP. BOARD TYPICAL. 5/8" OR 1/2" ANTI-SAG REQUIRED WHERE RAFTER AND/OR STUD SPACING IS 24" OR GREATER. 10.FIRE BLOCKING TO PROVIDE MAXIMUM 10'-0" HIGH HIGH VERTICAL CAVITIES AND TO SEPARATE ALL VERTICAL CAVITIES FROM HORIZONTAL CAVITIES. FIRE BLOCKING SHALL BE 1 1/2" WOOD, (2) 1/2" LAYERS OF PLYWOOD, (1) LAYER OF 3/4" PLYWOOD, (1) LAYER OF 1/2" GYP. BD., OR TIGHTLY FITTED FIREPROOF INSULATION'S IN SMALL AREAS 11.AN ICE BARRIER THAT CONSISTS OF A LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND REQUIRED AT ALL VALLEYS & AT DROP OFF DRAINAGE LOCATIONS, INSTALL PER MANUFACTURE RECOMMENDATIONS. 10.9'-1 1/8" PLATE HEIGHT TYPICAL. 11.MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL BE DESIGNED BY THE CONTRACTOR OR THEIR SUBCONTRACTORS FOR EACH TRADE UTILIZING PLAN BASE SHEETS PROVIDE BY THE ARCHITECT. ALL SUBCONTRACTORS SHALL PROVIDE AND SUBMIT REQUIRED DRAWINGS, CALCS, ETC AS DEEMED NECESSARY BY THE BUILDING DEPARTMENT HAVING JURISDICTION FOR ACQUIRING PERMITS TO COMPLETE WORK AS REQUIRED. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS DESIGNED BY OTHERS. 10.ALL EXTERIOR WINDOWS TO HAVE MINIMUM U-VALUE PER RESCHECK ON SHEET A-8.0. 11.ALL EXTERIOR WALL FRAMING TO BE 2X6 AT 16" O.C. WOOD FRAME CONSTRUCTION. SCALE: 1/4''=1'-0'' P R O P O S E D D U P L E X F L O O R P L A N MASTER BEDROOM MSTR. BATH 2 CAR GARAGE BATH BEDROOM #2 B U I L D I N G A R E A MAIN LEVEL- UNIT 1 1277 SF MAIN LEVEL- UNIT 2 1286 SF TOTAL CONDITIONED SPACE 2563 SF GARAGE- UNIT 1 449 SF GARAGE- UNIT 2 449 SF OVERALL SQUARE FOOTAGE 3461 SF MASTER BEDROOM MSTR. BATH LIVING DINING KITCHEN ENTRY LAUNDRY PATIO 2 CAR GARAGE BATH BEDROOM #2 PWDR BEDROOM #3 LIVING DINING KITCHEN LAUNDRY PWDR ENTRY PATIO OUTDOOR PATIO OUTDOOR PATIO UNIT 2UNIT 1 MSTR. WIC WIC MSTR. WIC WIC A B A A A A B DOOR TAG, SEE SCHEDULE ON SHEET A-6.0. WINDOW TAG, SEE SCHEDULE ON SHEET A-6.0. S Y M B O L L E G E N D * ###A 5'-5 1/2"4'-10 1/2"7'-3"3'-8"7'-0"7'-3"17'-7"30'-5"5'-0"7'-0"48'-0"12'-0"8'-3" 10'-0"11'-9"11'-4 1/2"10'-4 1/2" 8'-3"43'-6" 4'-1"4'-2"60'-0" (OVERALL)4'-11 1/2"4'-8"5'-5 1/2"7'-3"15'-2 1/2"9'-7 1/2"17'-3"5'-0"7'-0"48'-0"12'-0"4'-6 1/2"5'-11"21'-1 1/2"4'-2 1/2"6'-3 1/2" 1'-11 3/4"4'-8" 5'-10 1/2"5'-11 3/4"5'-1 1/2"5'-11 3/4" 5'-3 1/4" 3'-5 1/2"11'-2" 2'-0"MATCHLINEMATCHLINEMATCH LINE MATCH LINE A-4.2 A-4.2 21'-9"21'-9"10'-0"2'-2"5'-1"10'-6"11'-10 1/4"11'-1 1/4"14'-7 1/2" 1'-6"10'-4"3'-3"3'-3"2'-2"5'-1"63'-6" (OVERALL) 60'-0" 4'-1"4'-2" 20'-3"20'-3" 1'-6"8'-6"12'-0"20'-6"13'-11"12'-9 1/2"14'-4"13'-8 1/2"21'-11"RANGEw/HOODD W DW UPPER CAB. SINK BASE CAB.DW2'-6"x 5'-0" SHWR 2'-6"x 5'-0" SHWR 36" CTR. R. & S. R. & S.R. & S.R. & S.R. & S.R. & S.R. & S.R. & S.R. & S.2'-6"x 5'-0" SHWR 2'-6"x 5'-0" SHWR FURNACE WATER HEATER 4"DIA. STEEL PIPE BOLLARD SEE DETAIL 16/S-3.0 FURNACE WATER HEATER 8'-11"8'-11"4'-2 1/2"4'-3 1/2"8'-6"12'-0"20'-6"4'-2 1/2"4'-3 1/2"4"DIA. STEEL PIPE BOLLARD SEE DETAIL 16/S-3.0 A-*.*INTERIOR ELEVATION TAG, SEE SHEET A-4.2 K E Y N O T E S BEHIND REMOVABLE CABINETRY, FINISH WALL W/ GYP. BD. AND TEXTURE TO MATCH ADJACENT FINISH. INCLUDE BASE TRIM TO MATCH EXISTING ADJACENT. ENSURE FLOOR FINISH EXTENDS UNDER REMOVABLE CABINETRY. 1 9'-3"9'-9 3/4"9'-3"9'-9 3/4" 3'-11 1/2" 3'-9 1/2" 5'-8"2'-0" 1'-0" 2'-3 1/4"1'-0" 1 3'-4 1/2"3'-5" NOTE: FOR ENLARGED FLOOR PLAN, SEE SHEETS A-2.1 - A-2.2. NOTE: FOR ENLARGED FLOOR PLAN, SEE SHEETS A-2.1 - A-2.2. 5'-8"2'-0" SINK 10'-9 1/2"5'-9 1/2"5'-0"3'-0 1/2"36"REF.36"REF.RANGEw/HOODUPPER CAB. BASE CAB.MWUPPER CAB. SINK BASE CAB. 1 SINK UPPER CAB. BASE CAB.MWRAISED COUNTERTOPDW2'-1"6'-0"FRR. 2'-6"1'-0" B B B RAISED COUNTERTOP A-2.0 FLOOR PLAN DATE: JOB NUMBER: AUG 2022 DRAWN BY: CHECKED BY:JLH NJM, TLM, ST 19130DESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE6126 W. STATE ST.BOISE, IDAHO 83703OFFICE: (208) 475-3204FAX: (208) 475-3205COPYRIGHT 2022HATCH DESIGNARCHITECTURELOGAN MEADOWSTHIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET SHEET NUMBER SHEET TITLENEW MULTIFAMILY HOUSING PROJECT:/ 23 CALDWELL, ID 836053 UP UPUPUP SCALE: 1/4''=1'-0'' F L O O R P L A N - M A I N L E V E L UNIT 201 UNIT 202 ENTRY KITCHEN DINING MASTER BEDROOM LIVING LAUNDRY M. BATH PATIO DINING KITCHEN BATH #1 LIVING ENTRY STO. PANTRY K E Y N O T E S PLUMBING FIXTURE, SEE PLUMBING DRAWINGS BY OTHERS. DISHWASHER, SEE PLUMBING DRAWINGS BY OTHERS. RANGE, SEE ELECTRICAL DRAWINGS BY OTHERS. REFRIGERATOR, SEE PLUMBING & ELECTRICAL DRAWINGS BY OTHERS. BUILT-IN CABINETRY, SEE DETAIL 9/A-7.0 AND INTERIOR ELEVATIONS. WASHER AND DRYER, SEE PLUMBING DRAWINGS BY OTHERS. 42" HIGH RAISED COUNTER, SEE INTERIOR ELEVATIONS. SHELF W/ ROD MOUNTED AT 54" A.F.F. BUILT-IN SHELVING, ABOVE. SEE INTERIOR ELEVATIONS. MECH. CHASE, SEE MECHANICAL DRAWINGS BY OTHERS. NEWEL POST, SEE DETAIL 12/A-7.0. ART NICHE, SEE INTERIOR ELEVATION #5 ON SHEET A-4.2. STAIR RAILING W/ PICKETS AT 4" O.C. MAX. UNDER-STAIR BASE CABINET SET AT 5" A.F.F. STAIRS, SEE DETAIL 11/A-7.0. CONC. PATIO SLAB, SLOPE MIN. 1/4" PER FOOT AWAY FROM BUILDING SEE STRUCTURAL DRAWINGS BY OTHERS. FLATWORK, SEE SITE PLAN & CIVIL DRAWINGS FOR EXTENT. WALL MOUNTED FIRE EXTINGUISHER. SEE DETAIL 7/A-7.0. WALL MOUNTED MIRROR, SEE INTERIOR ELEVATIONS ON SHEET A-4.3. WALL MOUNTED FIRE EXTINGUISHER IN BASE CABINET. SEE SIMILAR DETAIL 7/A-7.0. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 G E N E R A L N O T E S A.INTERIOR WALLS TO BE WALL TYPE "C" U.N.O. B.INSTALL GRAB BAR BLOCKING AT ALL SHOWER AND TOILET LOCATIONS. SEE DETAILS 2, 3 & 4 ON SHEET A-7.1 FOR MORE INFORMATION. F.R.R. PATIO STO. PANTRY STO. UNIT 203 UNIT 204 ENTRY KITCHEN DINING MASTER BEDROOM LIVINGM. BATH PATIO DINING KITCHEN BATH #1 LIVING ENTRY STO. PANTRY PATIO STO. STO. B U I L D I N G A R E A MAIN LEVEL CONDITIONED SPACE 2482 SF UPPER LEVEL CONDITIONED SPACE 1354 SF TOTAL BUILDING AREA 3836 SF LAUNDRYLAUNDRYPANTRY13 A-7.0 A A A A A C C CAAA AACCCLAUNDRY 3 2 A-4.2 1 A-4.2 5 4 A-4.2 6 7 A-4.2 8 A-4.2 9A-4.3 A-4.2 10 A-4.311 16 17 16 13 435 1 18 2 7 8 6 8 13 19 1 17 11 21 15 5 10 9 18 2 3 5 4 1 1 1 7 6 16 17 16 15 13 6 12 11 5 13 19 1 111 14 15 5 10 1 10 12 2 3 5 4 1 1 7 16 17 16 15 13 4 3 5 120 2 7 8 6 8 12 11 5 1319 1 1 17 11 1415 5 10 1 10 918 12 2 354 1 1 19 1 7 6 7 A-5.4 7 A-5.4 A-4.2 5 A-2.0 FLOOR PLAN 20 DATE: JOB NUMBER: MAY 2022 DRAWN BY: CHECKED BY:JLH NJM, TLM, ST 19130DESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE200 W 36TH STBOISE, IDAHO 83714OFFICE: (208) 475-3204FAX: (208) 475-3205COPYRIGHT 2022HATCH DESIGNARCHITECTURETHIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET SHEET NUMBER SHEET TITLENEW MULTIFAMILY HOUSING PROJECT:CALDWELL, ID 83605LOGAN MEADOWS DN DN DN DN SCALE: 1/4''=1'-0'' P L A N - U P P E R L E V E L UNIT 201 UNIT 202 UNIT 203 UNIT 204 BEDROOM #2 BATH #2 BEDROOM #1 BEDROOM #2 BATH #2 B B B B BEDROOM #2BATH #2BEDROOM #1BEDROOM #2BATH #2BBBBK E Y N O T E S PLUMBING FIXTURE, SEE PLUMBING DRAWINGS BY OTHERS. BUILT-IN CABINETRY, SEE DETAIL 9/A-7.0 AND INTERIOR ELEVATIONS. SHELF W/ ROD MOUNTED AT 54" A.F.F. MECH. CHASE, SEE MECHANICAL DRAWINGS BY OTHERS. NEWEL POST, SEE DETAIL 12/A-7.0. STAIR RAILING W/ PICKETS AT 4" O.C. MAX. STAIRS, SEE DETAIL 11/A-7.0. WALL MOUNTED MIRROR, SEE INTERIOR ELEVATIONS ON SHEET A-4.2. 1 2 3 4 5 6 7 8 G E N E R A L N O T E S A.INTERIOR WALLS TO BE WALL TYPE "C" U.N.O. B.INSTALL GRAB BAR BLOCKING AT ALL SHOWER AND TOILET LOCATIONS. SEE DETAILS 1, 2 & 3 ON THIS SHEET FOR MORE INFORMATION. B U I L D I N G A R E A MAIN LEVEL CONDITIONED SPACE 2482 SF UPPER LEVEL CONDITIONED SPACE 1354 SF TOTAL BUILDING AREA 3836 SF 12A-4.3 14 A-4.3A-4.313 1 1 1 1 1 11 1 1 1 2 2 2 3 3 4 4 5 6 7 7 88 1 1 1 1 1 1 1 1 1 1 2 2 2 3 3 4 4 5 67 7 8 8 BATH #3 3 8 3 8 A-2.1 FLOOR PLAN 22 DATE: JOB NUMBER: MAY 2022 DRAWN BY: CHECKED BY:JLH NJM, TLM, ST 19130DESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE200 W 36TH STBOISE, IDAHO 83714OFFICE: (208) 475-3204FAX: (208) 475-3205COPYRIGHT 2022HATCH DESIGNARCHITECTURETHIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET SHEET NUMBER SHEET TITLENEW MULTIFAMILY HOUSING PROJECT:CALDWELL, ID 83605LOGAN MEADOWS DUPLEX 1 QUAD 10 QUAD 1 QUAD 11 QUAD 2Logan Meadows LaneLogan Creek LaneLogan Creek Lane Logan Meadows LaneMATCHLINE - SEE SHEET L1.1 MATCHLINE - SEE SHEET L1.2 2 PY 2 TC 1 PG 3 PV 2 EF 5 LI 1 PP 2 RA 2 PE 8 EH 2 PE 1 PP 5 LI 2 EF 4 RA 3 PV 2 PE 3 PP 5 EH 3 PV 2 HF 3 EF 11 AJ 8 EH 3 AJ 1 CC 6 SA 3 PP 6 EP 3 EF 4 AJ 5 AM 2 AM 6 LI 6 PV 3 RA 6 JS 13 HF 1 AR 3 EH 5 PV 1 AR 2 QR 2 HF 2 EF 4 RA 1 PP 2 PE 5 LI 3 AJ 3 PV 1 PG 1 AR 7 QR 1 GT 1 GT 1 JS 6 EH 3 RR 1 CC 3 JS 6 EH 4 RR 1 JS 1 GT 1 PP 3 SA 1 JS 3 SA 1 PP4 RR 1 GT 5 EH 3 JS 3 EP 2 PP 3 PE 5 SA 1 PV 1 JS 1 PP 3 SA 1 PY 1 PY 3 QR 2 QR 1 PG 3 QR 2 EF 3 AG 5 EP 5 SA 1 PP 3 PV 6 PE 1 PP5 LI 3 RA 3 EF 4 EH 17 AJ 3 AJ 2 PP 3 PE 6 EP 7 AG 2 RA 2 JS 5 EH 5 SA 1 EF 6 AJ 1 PP 3 PE 5 SA 5 EP3 AG 2 EF 3 LI 2 RR 1 PP 4 EP 5 LI 3 AJ 3 PV 2 EF 3 PE 5 LI 2 RR 2 HF 1 PP 3 EH 5 SA 3 AJ1 EF 9 EH 5 JS 1 AR 1 AR 1 PA 3 JS 4 RR 6 EH 3 RR 5 SA 2 HF 8 AM 4 4 TO 8 RA 3 EH 3 AG 2 RA 1 CC 4 RA 6 AM 5 EP E AG 14 AJ 24 EP 10 AG 1 PY 5 PP 4 EF 5 SA 5 EH 4 RR 4 PE1 PP 5 SA 2 EF 4 AJ 5 PE 6 AG 4 RR 4 EP 4 PP 4 EF 3 AG 6 EP 8 AM 2 RR 1 PP 4 AJ 3 EH 4 SA 6 HF 5 EH 3 LI 5 AJ 3 AG 7 EP 2 PP 3 PE 6 RA 4 EF 4 PV 5 HF 1 PP 2 EF 2 PV 2 PV 3 EH 6 AG 4 PP 4 RR 8 AM 7 EP 5 EF 3 AG 3 EP 6 AM 3 AM 1 PP 3 LI 5 SA 2 RR 5 SA 8 AM 42 2 AR 3 TC 5 AM 8 AJ 5 AM 3 PE 11 EP 12 LI 5 PV 6 SA 2 PP 2 PY 4 EF 3 EH 3 PE 2 PP 4 PE 2 EF 5 SA 1 RR 1 JS 1 GT 5 RW 1 JS 3 PP West Logan Street PLANT SCHEDULE QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES DECIDUOUS SHADE TREES 18 AR Acer rubrum 'October Glory'October Glory Maple 2" CAL. B&B Class II - 45' H x 35' W 6 GT Gleditsia triacanthos 'Skycole'Skyline Honeylocust 2" CAL. B&B Class II - 40' H x 35' W 18 PA Platanus x acerifolia 'Bloodgood'Bloodgood London Planetree 2" CAL. B&B Class III - 70' H x 50' W 8 QR Quercus robur 'Fastigiata'Columnar English Oak 2" CAL. B&B Class II - 50' H x 15' W 8 TC Tilia cordata 'Corzam'Corinthian Linden 2" CAL. B&B Class II - 45' H x 15' W ORNAMENTAL TREES 9 CC Cercis canadensis 'Appalachian Red'Appalachian Redbud 2" CAL. B&B Class I - 20' H x 25' W 13 PY Pyrus calleryana 'Glen's Form'Flowering Chanticleer Pear 2" CAL. B&B Class II - 40' H x 15' W CONIFEROUS TREES 5 PC Picea abies 'Cupressina'Columnar Norway Spruce 6'-7' HEIGHT 25' H x 8' W 5 PG Picea pungens 'Glauca'Colorado Blue Spuce 6'-7' HEIGHT 60' H x 20' W 2 PN Pinus nigra Austrian Pine 6'-7' HEIGHT 60' H x 40' W 4 TO Thuja occidentalis American Arborvitae 6'-7' HEIGHT 40' H x 15' W SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 127 AJ Ajuga reptans 'Bronze Beauty'Bronze Beauty Carpet Bugle 4" pots; 30" o.c.0.5' H x 1' W 151 AG Andropogon gerardii 'Indian Warrior'Indian Warrior Big Bluestem #1 5' H x 2' W 142 AM Armeria maritima 'Alba'Sea Thrift 4" pots; 30" o.c.1' H x 1' W 152 EH Echinacea 'Tomato Soup'Tomato Soup Coneflower #1 3' H x 2' W 254 EP Echinacea paradoxa Yellow Coneflower #1 3' H x 2' W 113 EF Euonymous kiautschovicus 'Manhattan'Manhattan Euonymous #5 8' H x 5' W 50 HF Hypericum frondosum 'Sunburst'Sunburst St. John's Wort 4" pots; 48" o.c.3' H x 4' W 46 JS Juniperus sabina 'Buffalo'Buffalo Juniper #1 1' H x 8' W 79 LI Lavandula x intermedia 'Provence'Provence French Lavender #1 2' H x 2' W 120 PE Pennisetum alopecuroides 'Desert Plains'Desert Plains Fountain Grass #2 4' H x 4' W 70 PV Panicum virgatum 'Shenandoah'Shenandoah Switch Grass #2 5' H x 3' W 130 PP Picea abies 'Pumila'Dwarf Norway Spruce #5 4'H x 6' W 111 RR Rosa 'Radcon'Pink Knock Out Rose #5 4' H x 4' W 66 RA Rosa 'Radsunny'Sunny Knock Out Rose #5 4' H x 4' W 7 RW Rosa x 'WEKsamsou'All Ablaze™ Climbing Rose #2 8'-12' H x 6' W; VINE 168 SA Salvia nemorosa 'Caradonna'Caradonna Meadow Sage #1 2' H x 2' W Hypericum frondosum 'Sunburst' 4" pots - 48" o.c. Armeria maritima 'Alba' 4" pots - 30" o.c. Ajuga reptans 'Bronze Beauty' 4" pots - 30" o.c. Seasonal Color By Owner SCALE: 0 1"= 20'-0" 20 40 6020 LANDSCAPE PLAN - AREA ONE LANDSCAPE LEGEND QUANTITY PLANT IDENTIFICATION KEY PLANTS TO BE INSTALLED CUT EDGE AS DETAILED PROPERTY LINE (VERIFY) WHITE RANCH STYLE 3-RAIL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS CLOSED VISION WHITE VINYL FENCE, HEIGHT PER CALLOUT. TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 4'-0" WHITE PICKET STYLE FENCE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS LANDSCAPE BOULDERS AS DETAILED 2 QC MAINTAINED LAWN AREAS TURF SOD AND TOPSOIL AS SPECIFIED 1" MINUS BARK MULCH AT 3" DEPTH OVER DEWITT PRO-5 WEED BARRIER LANDSCAPE FABRIC AND TOPSOIL AS SPECIFIED SEED MIX, SEE NOTES ON SHEET L1.5 CALLOUT NOTES #CALLOUT NUMBERS REFER TO NUMBERED NOTES BELOW 12 1 2 2 2 2 2 BEGIN 12BEGIN 9 9 12END 13BEGIN 12 END 13 BEGIN D C B A 1 2 3 4 5 6 1 2 3 4 5 6 D C B A L-1.1 LANDSCAPE PLANDESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE6126 W. STATE ST.BOISE, IDAHO 83703OFFICE: (208) 475-3204FAX: (208) 475-3205THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET TITLE SHEET NUMBER SHEET DATE: JOB NUMBER: AUGUST 2019 DRAWN BY: CHECKED BY:BSS LPCOPYRIGHT 2019HATCH DESIGNARCHITECTURELOGAN MEADOWSNEW MULTIFAMILY HOUSING FOR:CALDWELL, ID19130/19044 LA-16654STATE OF IDA H O LICENS E D LANDSCA P E ARCHITECTBENJA M I N SHAW SE MP LEreandpartners.com + 208-514-3300 + 1450 W. Bannock St., Boise, Idaho 83702LANDSCAPE ARCHITECTURE+ URBAN DESIGN+ LAND PLANNING+ GRAPHIC COMMUNICATION+ PROJECT MANAGEMENT17 17 17 17 3 11 11 18 2 9 9 9 10 10 10 10 10 8 13 13 13 13 13 19END 19BEGIN END BEGIN 16 1/3 of Stone Height 30" - 60" DIAMETER BOULDER, AS SPECIFIED, FINISH GRADE PER PLANS NOTE: 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. 3. CLEAN BOULDERS OF SOIL AND LOOSE DEBRIS. 4. WHEN PLACING BOULDERS, BURY 14 TO 13 OF BOULDER BELOW FINISH GRADE. 5. DO NOT SCAR OR DAMAGE BOULDERS. 6. WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF (6), (2) WILL BE LARGE, (2) WILL BE MEDIUM, AND (2) WILL BE SMALL). BOULDER INSTALLATION1 NOT TO SCALE COMPACT SUBGRADE UNDER BOULDER AS REQUIRED VARY HEIGHTS OF BOULDERS. 18" - 36" DIAMETER BOULDER, AS SPECIFIED, LOCATE PER PLANS 1.SIGHT TRIANGLES 2.PROPOSED PARKING 3.PROPOSED TRASH ENCLOSURE 4.PROPOSED BBQ AREA 5.PROPOSED TOT LOT 6.PROPOSED BOCCE BALL COURT WITH TACKIFIED AGGREGATE OR REJECT SAND, 60'x12' 7.PROPOSED MINIATURE KIDS CLIMBING AREA WITH NATURAL BOULDERS AND MANUFACTURED TREE STUMPS, TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 8.PROPOSED ARBOR 9.PROPOSED DRIVE AISLE 10.PROPOSED MULTI-FAMILY BUILDING 11.PROPOSED STORMWATER POND/DRAINAGE FACILITY 12.WHITE RANCH STYLE 3-RAIL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, 2/L1.5 13.6'-0" WHITE CLOSED VISION VINYL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE DETAIL 3/L1.5 14.4'-0" WHITE PICKET FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE DETAIL 1/L1.5 15.PEDESTRIAN GATE 16.BIKE PARKING 17.8'-0" WIDE MAJOR PATHWAY 18.BUS STOP 19.8'-0" WHITE CLOSED VISION VINYL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE DETAIL 3/L1.5 20.PROPOSED IRRIGATION WELL TO BE DESIGN BY OTHER. CASING APPROXIMATELY 8" WIDE X 60' DEEP PER GEOTECHNICAL RECOMMENDATION TO ACCOMMODATE IRRIGATION SYSTEM OF 26 GPM AND 40 PSI. 20 11 3/15/22 West Elm Street QUAD 7 QUAD 8 QUAD 9 QUAD 6 QUAD 5 QUAD 4 QUAD 3 Logan Creek LaneLogan Meadows LaneLogan Creek Lane MATCHLINE - SEE SHEET L1.1 MATCHLINE - SEE SHEET L1.2 2 PG 1 RA 3 PE PVPPSA 1 AR 3 JS 4 RR 1 CC 3 RR 5 EP 3 AG 2 EF 5 SA HF 8 AM 1 PP 2 PE 5 EP 3 AG 4 EF 5 SA 3 PP 3 PE 4 PP 6 AG 4 RR 7 EP 4 AM 3 PE 1 PP 2 RR 2 EF 5 SA 3 AG 5 EP 2 PY 2 CC 1 AR 8 AM 4 EP 2 EF 4 SA 3 PP 2 PV 2 EF 1 PE 3 AJ 2 AG 4 EP 4 PP 6 AG 4 RR 6 EP 3 RA 1 PP 3 PE 5 LI 2 EF 3 EH 2 PV 2 SA 1 JS 3 SA 1 PP 1 AR 1 AR 1 AR 1 TC 1 TC 1 CC 1 JS 3 SA 1 PP 2 HF 5 SA 5 RR 5 EP 1 PP 2 PE 2 EF 6 AG 5 PE 4 PP 3 AG7 EP 14 AM 4 EF 3 PP 3 SA 6 AG 4 RR7 EP 4 AM 7 EP 3 AG 2 EF5 SA 1 PP3 RR 4 JS 3 RR 4 EH 5 EH 1 JS 2 PY 1 PP 1 PP 2 JS 4 EH 2 EF7 AG 5 RR 5 EP 5 SA 5 PE 1 PP 1 PE 2 RR 2 HF 4 SA 2 PP 2 EF 4 PV 3 EH 5 LI 3 AJ5 PE 3 AJ 4 PV 5 LI 1 PP 2 RA 3 EF 3 SA 4 EH 3 AJ 1 PP 3 PE 2 EF 8 SA 2 RR 3 LI 3 EP 3 AG 1 JS 1 PP 1 PA 1 PA 1 PA 1 PA 1 PA 3 JS 3 RR 4 EH 3 SA 1 JS 1 PP 1 PA 3 SA 1 JS 1 PP 1 PA 1 CC 1 JS 2 PE 3 RA 1 PN1 PA 6 PP 9 EP 4 PE 1 AR 4 AM 1 RA 1 PA 1 PY 1 JS 2 RW 6 EH 1 JS5 SA 9 EP9 PP 1 PN 5 RA 1 PA 1 PA1 PA 1 PY 6 PE 4 AM 3 RA 2 PE 2 PV 2 RA 3 AG 3 EH 6 EH 3 PV4 AM 2 PE 8 AM 6 AM 3 LI SA 8 AM 3 EP 3 AG 3 LI 2 RR 5 EF 5 SA 3 PE 3 AM1 PP 4 RR 7 EP 8 AM 5 PE 4 PP 6 AG 5 AG 5 EP 5 EH 5 PP 4 EF 4 PE 4 HF 8 RR 2 HF 8 EP 3 AG 2 EF 1 PP 5 SA 2 HF 6 EP 3 AG 3 AG 7 EP 3 AJ 6 AM 1 PP 5 EF 2 RR 4 EF 4 PV 3 LI 5 EH 2 PP 4 SA 3 PE 6 RA 6 EP 4 RR 3 HF 4 PP 6 AG 3 EH 2 PV 3 EH 2 PV 2 EF 7 SA 1 PP 6 EP 4 EF 3 AG 8 EP 5 AG 5 SA 5 EH 4 EF 12 AJ 2 RR 1 PP 5 PP 4 PE 7 RR 4 RR 4 EP 5 PE 4 PP 6 AG 2 EF 3 AG 8 EP 1 PP 4 AR 1 CC 3 TC PLANT SCHEDULE QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES DECIDUOUS SHADE TREES 18 AR Acer rubrum 'October Glory'October Glory Maple 2" CAL. B&B Class II - 45' H x 35' W 6 GT Gleditsia triacanthos 'Skycole'Skyline Honeylocust 2" CAL. B&B Class II - 40' H x 35' W 18 PA Platanus x acerifolia 'Bloodgood'Bloodgood London Planetree 2" CAL. B&B Class III - 70' H x 50' W 8 QR Quercus robur 'Fastigiata'Columnar English Oak 2" CAL. B&B Class II - 50' H x 15' W 8 TC Tilia cordata 'Corzam'Corinthian Linden 2" CAL. B&B Class II - 45' H x 15' W ORNAMENTAL TREES 9 CC Cercis canadensis 'Appalachian Red'Appalachian Redbud 2" CAL. B&B Class I - 20' H x 25' W 13 PY Pyrus calleryana 'Glen's Form'Flowering Chanticleer Pear 2" CAL. B&B Class II - 40' H x 15' W CONIFEROUS TREES 5 PC Picea abies 'Cupressina'Columnar Norway Spruce 6'-7' HEIGHT 25' H x 8' W 5 PG Picea pungens 'Glauca'Colorado Blue Spuce 6'-7' HEIGHT 60' H x 20' W 2 PN Pinus nigra Austrian Pine 6'-7' HEIGHT 60' H x 40' W 4 TO Thuja occidentalis American Arborvitae 6'-7' HEIGHT 40' H x 15' W SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 127 AJ Ajuga reptans 'Bronze Beauty'Bronze Beauty Carpet Bugle 4" pots; 30" o.c.0.5' H x 1' W 151 AG Andropogon gerardii 'Indian Warrior'Indian Warrior Big Bluestem #1 5' H x 2' W 142 AM Armeria maritima 'Alba'Sea Thrift 4" pots; 30" o.c.1' H x 1' W 152 EH Echinacea 'Tomato Soup'Tomato Soup Coneflower #1 3' H x 2' W 254 EP Echinacea paradoxa Yellow Coneflower #1 3' H x 2' W 113 EF Euonymous kiautschovicus 'Manhattan'Manhattan Euonymous #5 8' H x 5' W 50 HF Hypericum frondosum 'Sunburst'Sunburst St. John's Wort 4" pots; 48" o.c.3' H x 4' W 46 JS Juniperus sabina 'Buffalo'Buffalo Juniper #1 1' H x 8' W 79 LI Lavandula x intermedia 'Provence'Provence French Lavender #1 2' H x 2' W 120 PE Pennisetum alopecuroides 'Desert Plains'Desert Plains Fountain Grass #2 4' H x 4' W 70 PV Panicum virgatum 'Shenandoah'Shenandoah Switch Grass #2 5' H x 3' W 130 PP Picea abies 'Pumila'Dwarf Norway Spruce #5 4'H x 6' W 111 RR Rosa 'Radcon'Pink Knock Out Rose #5 4' H x 4' W 66 RA Rosa 'Radsunny'Sunny Knock Out Rose #5 4' H x 4' W 7 RW Rosa x 'WEKsamsou'All Ablaze™ Climbing Rose #2 8'-12' H x 6' W; VINE 168 SA Salvia nemorosa 'Caradonna'Caradonna Meadow Sage #1 2' H x 2' W Hypericum frondosum 'Sunburst' 4" pots - 48" o.c. Armeria maritima 'Alba' 4" pots - 30" o.c. Ajuga reptans 'Bronze Beauty' 4" pots - 30" o.c. Seasonal Color By Owner SCALE: 0 1"= 20'-0" 20 40 6020 LANDSCAPE PLAN - AREA TWO 12 END 12 BEGIN 12END 2 2 3 4 13 END 13END 14 END 8 14BEGIN 8 D C B A 1 2 3 4 5 6 1 2 3 4 5 6 D C B A L-1.2 LANDSCAPE PLANDESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE6126 W. STATE ST.BOISE, IDAHO 83703OFFICE: (208) 475-3204FAX: (208) 475-3205THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET TITLE SHEET NUMBER SHEET DATE: JOB NUMBER: AUGUST 2019 DRAWN BY: CHECKED BY:BSS LPCOPYRIGHT 2019HATCH DESIGNARCHITECTURELOGAN MEADOWSNEW MULTIFAMILY HOUSING FOR:CALDWELL, ID19130/19044 LA-16654STATE OF IDA H O LICENS E D LANDSCA P E ARCHITECTBENJA M I N SHAW SE MP LEreandpartners.com + 208-514-3300 + 1450 W. Bannock St., Boise, Idaho 83702LANDSCAPE ARCHITECTURE+ URBAN DESIGN+ LAND PLANNING+ GRAPHIC COMMUNICATION+ PROJECT MANAGEMENT16 17 2 2 22 2 2 2 17 17 16 8 5 7 7 6 9 9 9 9 9 10 10 10 12BEGIN CALLOUT NOTES #CALLOUT NUMBERS REFER TO NUMBERED NOTES BELOW 1010 10 10 1.SIGHT TRIANGLES 2.PROPOSED PARKING 3.PROPOSED TRASH ENCLOSURE 4.PROPOSED BBQ AREA 5.PROPOSED TOT LOT 6.PROPOSED BOCCE BALL COURT WITH TACKIFIED AGGREGATE OR REJECT SAND, 60'x12' 7.PROPOSED MINIATURE KIDS CLIMBING AREA WITH NATURAL BOULDERS AND MANUFACTURED TREE STUMPS, TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 8.PROPOSED ARBOR 9.PROPOSED DRIVE AISLE 10.PROPOSED MULTI-FAMILY BUILDING 11.PROPOSED STORMWATER POND/DRAINAGE FACILITY 12.WHITE RANCH STYLE 3-RAIL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, 2/L1.5 13.6'-0" WHITE CLOSED VISION VINYL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE DETAIL 3/L1.5 14.4'-0" WHITE PICKET FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE DETAIL 1/L1.5 15.PEDESTRIAN GATE 16.BIKE PARKING 17.8'-0" WIDE MAJOR PATHWAY 18.BUS STOP 19.8'-0" WHITE CLOSED VISION VINYL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE DETAIL 3/L1.5 20.PROPOSED IRRIGATION WELL TO BE DESIGN BY OTHER. CASING APPROXIMATELY 8" WIDE X 60' DEEP PER GEOTECHNICAL RECOMMENDATION TO ACCOMMODATE IRRIGATION SYSTEM OF 26 GPM AND 40 PSI. LANDSCAPE LEGEND QUANTITY PLANT IDENTIFICATION KEY PLANTS TO BE INSTALLED CUT EDGE AS DETAILED PROPERTY LINE (VERIFY) WHITE RANCH STYLE 3-RAIL FENCING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS CLOSED VISION WHITE VINYL FENCE, HEIGHT PER CALLOUT. TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 4'-0" WHITE PICKET STYLE FENCE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS LANDSCAPE BOULDERS AS DETAILED 2 QC MAINTAINED LAWN AREAS TURF SOD AND TOPSOIL AS SPECIFIED 1" MINUS BARK MULCH AT 3" DEPTH OVER DEWITT PRO-5 WEED BARRIER LANDSCAPE FABRIC AND TOPSOIL AS SPECIFIED SEED MIX, SEE NOTES ON SHEET L1.5 3/15/22 D C B A 1 2 3 4 5 6 1 2 3 4 5 6 D C B A L-1.5 LANDSCAPE DETAILSDESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE6126 W. STATE ST.BOISE, IDAHO 83703OFFICE: (208) 475-3204FAX: (208) 475-3205THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET TITLE SHEET NUMBER SHEET DATE: JOB NUMBER: AUGUST 2019 DRAWN BY: CHECKED BY:BSS LPCOPYRIGHT 2019HATCH DESIGNARCHITECTURELOGAN MEADOWSNEW MULTIFAMILY HOUSING FOR:CALDWELL, ID19130/19044 LA-16654STATE OF IDA H O LICENS E D LANDSCA P E ARCHITECTBENJA M I N SHAW SE MP LEreandpartners.com + 208-514-3300 + 1450 W. Bannock St., Boise, Idaho 83702LANDSCAPE ARCHITECTURE+ URBAN DESIGN+ LAND PLANNING+ GRAPHIC COMMUNICATION+ PROJECT MANAGEMENTSTORMWATER POND REVEGETATION REQUIREMENTS GENERAL OVERVIEW THESE REQUIREMENTS OUTLINE THE RECOMMENDED GUIDELINES FOR REVEGETATION OF SIDE-SLOPES, BANKS, AND BOTTOMS ( EXCLUDING SAND INVERT AREAS) OF NEW STORMWATER MANAGEMENT PONDS THROUGHOUT THE JURISDICTION OF ADA COUNTY HIGHWAY DISTRICT (ACHD). THE RECOMMENDATIONS AND REQUIREMENTS DESCRIBED HERE ARE TAKEN IN PART FROM THE ACHD STORMWATER MANAGEMENT POND REVEGETATION GUIDANCE MANUAL (ASMPRGM) (DATED: APRIL 2014). THE FIVE MAIN GOALS FOR THE REVEGETATION OF NEW PONDS ARE AESTHETICS, NOXIOUS WEED AND INVASIVE SPECIES MANAGEMENT, FIRE HAZARD REDUCTION, WATER QUALITY AND EROSION CONTROL. REFER TO SECTIONS OF THE MANUAL AS NOTED IN THESE REQUIREMENTS. GENERAL EARTHWORK ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION. ALL FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. IF NATURAL TOPSOIL OCCURS AT VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. SITE ASSESSMENT CONTRACTOR SHALL ASSESS THE EXISTING SOIL CONDITIONS TO IDENTIFY ANY BARRIERS TO A SUCCESSFUL ESTABLISHMENT OF THE DESIRED SPECIES DUE TO CONDITIONS AT THE SITE. REFER TO ASMPRGM SECTION 3.3 FOR VISUAL AND FIELD ASSESSMENT SOIL CHARACTERISTICS. IF VISUAL ASSESSMENT OF SOIL INDICATES ANY UNUSUAL SOIL CONDITIONS, THE CONTRACTOR SHALL HAVE THREE (3) SOIL TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION OF THE SOIL FOR THE REVEGETATION ACTIVITIES. CONTRACTOR SHALL ALSO ASSESS THE EXISTING HYDROLOGICAL CONDITIONS IF ANY AND THE PROPOSED TOPOGRAPHY OF THE PROPOSED POND. REFER TO ASMPRGM SECTION 3.4 AND 3.5 FOR ADDITIONAL INFORMATION AND CONDITIONS. SITE PREPARATION TOPSOIL REQUIREMENTS AND PREPARATION REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. CONTRACTOR SHALL HAVE (3) TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A QUALIFIED SOIL ANALYSIS LABORATORY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: GRASSES AND FORBS: 6 INCHES MINIMUM FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. TOPSOIL DISTRIBUTION ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED, THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY COMPACTED UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NECESSARY MECHANICAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE BETTER ROOT PENETRATION, THE SURFACE SHOULD BE SCARIFIED PRIOR TO SEEDING. COMPOST ADDITION TO THE TOPSOIL COMPOST ADDITION RATES WILL BE DEPENDENT ON THE QUALITIES OF THE COMPOST AND THE QUALITIES OF THE TOPSOIL. COMPOST APPLICATION RATES SHALL BE DETERMINED BY CONSULTATION WITH A QUALIFIED RECLAMATION SPECIALIST, AGRICULTURAL PROFESSIONAL OR A REPRESENTATIVE OF THE COMPOST PRODUCER. CONTRACTOR SHALL HAVE ONE (1) SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. IF APPLYING COMPOST, LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS ACCORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. REFER TO ASMPRGM SECTIONS 4.1.2 AND 4.1.3 FOR ADDITIONAL INFORMATION. PROBLEMATIC SOIL CONDITIONS SITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR REMEDIATION OF PROBLEMATIC SOIL CONDITIONS SUCH AS COMPACTION OR NUTRIENT EXCESSES OR DEFICIENCIES. SEE ASMPRGM SECTION 4.2 FOR ADDITIONAL REQUIREMENTS. WEED ABATEMENT ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR SEEDING. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND-UP (CONTACT HERBICIDE) OR APPROVED EQUAL. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. APPLY SECOND APPLICATION OF ROUND-UP TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. AT THE TIME OF PLANTING AND SEEDING, ALL PLANTING AREAS SHALL BE WEED FREE. SEEDING THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. FIBER MULCH MATERIAL GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A COMPOSTED POULTRY BASED MULCH MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER ACRE. ORGANIC SOIL AMENDMENT GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GALLONS PER ACRE. TACKIFIER MULCH TACKIFIER SOIL STABILIZER - ECOLOGY CONTROLS M-BINDER. TACKIFIER APPLIED AT THE RATE OF 80 LBS. PER ACRE. GRANITE SEED 1697 WEST 2100 NORTH P.O. BOX 177 LEHI, UTAH 84043 1-800-768-4433 (OR APPROVED EQUAL) DRILL SEEDING DRILL SEEDING IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LESS THAN 3:1. SEED DEPOSITION SHOULD BE CALIBRATED TO A DEPTH OF 0.25 TO 0.5 INCH. FULL SIZE OR COMPACT RANGELAND DRILLS ARE RECOMMENDED. DEPENDING ON SIZE, DRILLS CAN BE PULLED BY TRACTOR OR ALL-TERRAIN VEHICLE. DRILL SEEDING SHOULD FOLLOW CONTOURS IN TOPOGRAPHY TO MINIMIZE EROSION POTENTIAL. CONTRACTOR'S OPTION TO DRILL SEED OR HYDROSEED UPLAND AREAS. HYDROSEEDING MIX SPECIFIED SEED AND ORGANIC SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF THAT WHICH CAN BE MULCHED ON SAME DAY. KEEP OFF ROADS, WALKS, STRUCTURES AND AREAS NOT TO BE SEEDED. CLEAN UP THESE AREAS. AFTER HYDROSEEDING IN UPLAND AREAS, TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK MARKS PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2000 LBS. PER ACRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TACKIFIER. AFTER HYDROSEEDING IN WETLAND AREAS, DO NOT TRACK IN SEED USING A CLEATED CRAWLER. AFTER SEEDING, MULCH AREA WITH 2000 LBS. PER ACRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TACKIFIER. SEEDING TIME THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY, THEN RESEEDING SHALL BE APPLIED IN EARLY SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND SEEDLING SURVIVAL RATE. SEEDING AFTER NOVEMBER 20, 'DORMANT SEEDING' INSURES THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. TEMPORARY SUPPLEMENTAL IRRIGATION THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE IMMEDIATE VEGETATION ESTABLISHMENT IS DESIRED, SUCH AS HIGHLY VISIBLE SITES OR EROSION PRONE AREAS OR WHERE IT MAY BE NECESSARY FOR SEEDLING ESTABLISHMENT. SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN-GROUND SPRINKLER IRRIGATION SYSTEM. IT IS RECOMMENDED THAT, IF USED, THE IRRIGATION BE CONTINUED FOR AT LEAST TWO (2) SEASONS. SEE IRRIGATION PLANS. GENERAL MAINTENANCE AND MONITORING THE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEGETATION FOR THE PERIOD OF TWO (2) YEARS. THIS INCLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, LITTER CONTROL, WEED CONTROL AND MOWING OF TALL GRASSES AT THE DISCRETION OF ACHD STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE FORBS, SHRUBS AND TREES ARE NOT PLANTED. SITES SHALL BE VISITED EVERY TWO (2) WEEKS FOR MONITORING AND ASSESSING THE SEEDING SUCCESS. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OCCUR SEVERAL TIMES OVER THE THE NEXT TWO (2) GROWING SEASONS FOLLOWING THE REVEGETATION PROJECT. VISUAL ASSESSMENTS SHALL INCLUDE ESTIMATIONS OF VEGATATIVE COVER AND ESTABLISHMENT, VEGETATION SPECIES COMPOSITION, SOIL CONDITIONS AND HYDROLOGICAL CONDITIONS. VISUAL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVEGETATION AND SITE PREPARATION EFFORTS WILL BE REQUIRED. SITES SHOULD BE MONITORED FOR PRESENCE OF NOXIOUS WEEDS AND INVASIVE SPECIES. REAPPLY HERBICIDE AS NEEDED FOLLOWING MANUFACTURER'S GUIDELINES AND MAINTENANCE PERSONNEL EXPERTISE. OTHER POST-MONITIORING METHODS ARE DESCRIBED IN ASMPRGM SECTION 8 AND SHOULD BE FOLLOWED. RESEEDING EFFORTS SHALL FOLLOW THE SPECIFIED SEED MIXES FOR THE PROJECT ALONG WITH RECOMMENDATIONS FROM ASMPRGM SECTION 6. HOLD TOP AND BOTTOM RAILS IN PLACE WITH LOCK RING. NOTES: EXTRUDED POST CAP (STANDARD OPTION) 7/8" U-CHANNEL REMOVE TOUNGE ON ONE SIDE OF PANEL TO SIT FLUSH AGAINST POST 7/8" x 6" TOUNGE AND GROOVE PICKET 1-1/2" x 5-1/2" RAIL 12" WIDE CONCRETE MOWSTRIP 5" SQUARE VINYL FENCE POST SET FINISH GRADE AS SPECIFIED CONCRETE FOOTING AS SPECIFIED 6" AGGREGATE BASE COMPACTED SUB-GRADE 1.REFER TO LAYOUT PLAN FOR MOW STRIP LOCATIONS. 2.SCORE JOINTS @ 10' O.C. OR AT EACH POST. 3.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PLAN VIEW CONCRETE MOWSTRIP CONCRETE FOOTING SCORE JOINT AT EACH POST FENCE POST, SET POST PRIOR TO INSTALLATION OF MOWSTRIP VINYL FENCE PANEL3 NOT TO SCALE NOTES: 5" x 5" POST SET FINISH GRADE AS SPECIFIED CONCRETE FOOTING AS SPECIFIED 6" AGGREGATE BASE COMPACTED SUB-GRADE 1.REFER TO LAYOUT PLAN FOR FENCE LOCATIONS. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. POST CAP 1 1/2" x 5 1/2" RAILS VINYL FENCE - 3 RAIL2 SCALE: 1/2" = 1'-0" NOTES: 4" x 4" POST SET FINISH GRADE AS SPECIFIED CONCRETE FOOTING AS SPECIFIED 6" AGGREGATE BASE COMPACTED SUB-GRADE1.REFER TO LAYOUT PLAN FOR FENCE LOCATIONS. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. POST CAP 2 3/4" x 1 1/2" x 48" TALL PICKETS PICKET FENCE1 SCALE: 1/2" = 1'-0" 2" x 1" RAIL 2" x 1" RAIL 3/15/22 West Logan Street Marshall AvenueWest Elm Street BrockAvenueLogan Meadows LaneLogan Creek LaneLogan Creek Lane Logan Meadows LaneLogan Creek LaneLogan Meadows LaneWest Logan Street SCALE: 0 1"= 50'-0" 50 100 15050 OVERALL LANDSCAPE PLAN LANDSCAPE NOTES: 1.CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. 2.NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED. 3.COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 4.COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. 5.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 6.ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 7.IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT SYMBOL NUMBERS. 8.ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 1" MINUS BARK MULCH OVER DEWITT PRO-5 WEED BARRIER LANDSCAPE FABRIC. SUBMIT SAMPLE FOR APPROVAL. 9.ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 10.FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. 11.AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. 12.FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 13.ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS. 14.REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. 15.IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. 16.IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 17.TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. 18.STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 19.IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 1.ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDING. 2.CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH “ROUND-UP” (CONTACT HERBICIDE) OR APPROVED EQUAL. 3.DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 4.CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. 5.APPLY SECOND APPLICATION OF “ROUND-UP” TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. 6.IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. 7.AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FRee. WEED ABATEMENT NOTES: DECIDUOUS TREE PLANTING1 NOT TO SCALE SOIL LINE ROOT FLARE TO BE AT SOIL LINE NOTES: 1.REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP 23 OF ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. 2.THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 3.IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 4.LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 5.WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 6.WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 7.IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 8.FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. DO NOT REMOVE MAIN LEADER!! RUBBER CINCH TIE 2"x 2" WOOD STAKE (LENGTH AS REQUIRED)-DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. REMOVE TREE WRAP TRUNK PROTECTION, AFTER INSTALLATION CONSTRUCT 2" EARTH BERM AT EDGE OF ROOTBALL, FILL TREE RING W/ MULCH, AS SPECIFIED. 3" THICK MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK. FINISH GRADE PREVAILING WIND DIRECTION COMMERCIAL SLOW RELEASE FERTILIZER TABLETS SIDES OF HOLE ROUGH & UNEVEN BACKFILL WITH APPROVED TOPSOIL AND SOIL AMENDMENTS AS SPECIFIED. BACKFILL IN 6" LIFTS, WATER EACH LAYER, TAMP LIGHTLY AS REQUIRED, BACKFILL SOIL EVEN W/ TOP OF ROOTBALL, DO NOT OVER COMPACT!! SET ROOTBALL ON NATIVE, UNDISTURBED SOIL CONIFEROUS TREE PLANTING3 NOT TO SCALE SOIL LINE ROOT FLARE TO BE AT SOIL LINE. REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. DO NOT REMOVE MAIN LEADER!! RUBBER CINCH TIE 2"x 2" WOOD STAKE (LENGTH AS REQUIRED)-DO NOT PENETRATE ROOTBALL. SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. CONSTRUCT 2" EARTH BERM AT EDGE OF ROOTBALL, FILL TREE RING W/ MULCH, AS SPECIFIED. 3" THICK MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK. FINISH GRADE PREVAILING WIND DIRECTION COMMERCIAL SLOW RELEASE FERTILIZER TABLETS SIDES OF HOLE ROUGH & UNEVEN BACKFILL WITH APPROVED TOPSOIL AND SOIL AMENDMENTS AS SPECIFIED. BACKFILL IN 6" LIFTS, WATER EACH LAYER, TAMP LIGHTLY AS REQUIRED, BACKFILL SOIL EVEN W/ TOP OF ROOTBALL, DO NOT OVER COMPACT!! SET ROOTBALL ON NATIVE, UNDISTURBED SOIL NOTES: 1.REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP 23 OF ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. 2.THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 3.IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 4.LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 5.WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 6.WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 7.IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. SHRUB PLANTING5 NOT TO SCALE 1.SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY. 2.WATER SHRUB TWICE WITHIN FIRST 24 HOURS. 3.THIN BRANCHES AND FOLIAGE BY 13. 4.DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. 5.FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED VERTICAL CUTS. NOTES: REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT ROOT GROWTH CONSTRUCT 2" EARTH BERM TO FORM A WATER RETENTION BASIN, FILL BERM WITH MULCH, AS SPECIFIED MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS PROVIDE COMMERCIAL FERTILIZER TABLETS AND BIOSTIMULANT, AS SPECIFIED, FOR EACH SHRUB BACKFILL WITH APPROVED TOPSOIL AND SOIL AMENDMENTS, AS SPECIFIED. BACKFILL IN 6" LIFTS, WATER EACH LAYER, DO NOT TAMP OR OVER COMPACT. CONSTRUCT 6" MOUND OF TOPSOIL GROUNDCOVER PLANTING4 NOT TO SCALE SECTION PLAN VIEW 1.ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. 2.APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER BEDS. NOTES: FINISH GRADE PER PLANS GROUNDCOVER PLANTING PER PLANTING PLAN MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS TILL SOIL TO A DEPTH OF 12", BACKFILL WITH APPROVED TOPSOIL AND SOIL AMENDMENTS, AS SPECIFIED. SUBGRADE A = LENGTH, AS SPECIFIED OR PER PLANT SCHEDULE B = 85% OF 'A' PLANTER BED CUT EDGE (TYPICAL AT TREES IN TURF AREAS)2 NOT TO SCALE APPROVED TOPSOIL AND SOIL AMENDMENTS AS SPECIFIED 3" DEPTH OF MULCH AT PLANTER BEDS FINISH GRADE, PER PLANS PROJECT INFORMATION LANDSCAPE REQUIREMENTS TOTAL PROPERTY SIZE= 189,247 S.F. - 4.34 ACRES CURRENT ZONING DISTRICT= R-1 PROPOSED ZONING DISTRICT= R-3 LOT IMPROVEMENTS AREA= 189,247 S.F. BUILDING COVERAGE: 48,858 S.F. HARDSCAPE COVERAGE: 73,688 S.F. LANDSCAPE COVERAGE: 66,701 S.F. COMMON OPEN SPACE REQUIRED: 10%, 17,225 S.F. - 0.39 ACRES COMMON OPEN SPACE PROVIDED: 11.7, 113 S.F. - 0.51 ACRES NUMBER OF PARKING STALLS PROVIDED: 98 STANDARD STALLS 0 COMPACT STALLS 4 ADA STALLS TOTAL: 102 STALLS NUMBER OF BICYCLE PARKING SPACES REQUIRED: (1 STALL/2 UNITS) = 34 BICYCLE STALLS NUMBER OF BICYCLE PARKING SPACES PROVIDED: PROPOSED SEVEN RACKS (ONE RACK = 5 STALLS) TOTAL NUMBER OF TREES: 96 TOTAL NUMBER OF TREE SPECIES: 11 PROVIDED PARKING LOT TREES - 15 LANDSCAPE BUFFER REQUIREMENTS: WEST LANDSCAPE BUFFER 637 LIN. FT. 5 FT. BUFFER PROVIDED REQUIRED TREES - 18 PROVIDED TREES - 18 NORTH BOUNDARY LANDSCAPE BUFFER (W LOGAN STREET) 129 LIN. FT. 10 FT. BUFFER PROVIDED REQUIRED TREES - 4 PROVIDED TREES - 7 REQUIRED SHRUBS - 18 PROVIDED SHRUBS - 20 EAST BOUNDARY LANDSCAPE BUFFER 637 LIN. FT. 5 FT. WIDTH BUFFER PROVIDED REQUIRED TREES - 18 PROVIDED TREES - 27 SOUTH BOUNDARY LANDSCAPE BUFFER (W ELM STREET) 253 LIN. FT. TOTAL 10 FT. BUFFER PROVIDED REQUIRED TREES - 7 PROVIDED TREES - 12 REQUIRED SHRUBS - 36 PROVIDED SHRUBS - 38 D C B A 1 2 3 4 5 6 1 2 3 4 5 6 D C B A L-1.0 LANDSCAPE PLANDESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE6126 W. STATE ST.BOISE, IDAHO 83703OFFICE: (208) 475-3204FAX: (208) 475-3205THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET TITLE SHEET NUMBER SHEET DATE: JOB NUMBER: AUGUST 2019 DRAWN BY: CHECKED BY:BSS LPCOPYRIGHT 2019HATCH DESIGNARCHITECTURELOGAN MEADOWSNEW MULTIFAMILY HOUSING FOR:CALDWELL, ID19130/19044 LA-16654STATE OF IDA H O LICENS E D LANDSCA P E ARCHITECTBENJA M I N SHAW SE MP LEreandpartners.com + 208-514-3300 + 1450 W. Bannock St., Boise, Idaho 83702LANDSCAPE ARCHITECTURE+ URBAN DESIGN+ LAND PLANNING+ GRAPHIC COMMUNICATION+ PROJECT MANAGEMENT3/15/22 Properties to the West Northeast Property to the South off Elm Property to the North Property to the East S i t e P h o t o s Hatch Design Architecture200 w. 36th st., boise, idaho 83714 • phone 208.475.3204 • fax 208.475.3205• email info@hatchda.com• S I T E R E C A P SCALE: 1''=30'-0'' S I T E R E F E R E N C E P L A N K E Y N O T E S TRASH ENCLOSURE FIRE ENGINE ACCESS OPEN LAWN BBQ PERGOLA TOT LOT / PLAYGROUND BOCCE BALL COURT KID CLIMBING BOULDER AREA ARBOR ACCENT FEATURE PROPOSED DRAINAGE FEATURE PEDESTRIAN ACCESS GATE 6' HIGH, SOLID VINYL PRIVACY FENCE 3' HIGH, 3 RAIL FENCING MONUMENT SIGN FIRE ENGINE EMERGENCY ACCESS GATE BICYCLE PARKING BERM FEATURE LANDSCAPE BUFFER 8 FOOT WIDE PAVED MAJOR PATHWAY BUS STOP 8' HIGH, SOLID VINYL PRIVACY FENCE PROPOSED MAILBOX CLUSTER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 20'-0" (FRONT SETBACK) 15'-0" (STREET SETBACK)10'-0"(SIDESETBACK)6'-0"(SIDESETBACK)6'-0"(SIDESETBACK)12 12 2 19 3 11 3 15 9 2 3 10 5 18 7 17 8 11 12 11 12 22 2 6 2 4 7 12 8 8 17 17 17 10 9 15 1 17 11 6'-0" (SIDE SETBACK) TOTAL PARCEL AREA: 196,324.9 SQ. FT. (4.507 ACRES) CITY ZONING: R-1, REZONE TO R-2 PARKING RECAP: REQUIRED PARKING: 1.5 SPACES/ UNIT UNIT TOTAL: 11 QUADPLEX UNITS 1 DUPLEX UNITS (11 x 4) + (1 x 2) = 46 UNITS TOTAL REQUIRED: 69 SPACES PROPOSED: STANDARD PARKING: 111 STANDARD ADA PARKING: 6 ADA STALL TOTAL PROPOSED PARKING: 117 SPACESN00°17'41"W 450.80' S00°12'27"E 636.51' N03°27'13"E 186.16'N89°52'54"W 332.07'S89°51'30"E 114.69'S89°51'30"E 206.18'WEST ELM STREETWEST LOGAN STREETQUAD 7 TYPE B QUAD 8 TYPE B QUAD 9 TYPE B QUAD 6 TYPE B QUAD 4 TYPE B QUAD 3 TYPE B QUAD 2 TYPE B QUAD 1 TYPE B QUAD 11 TYPE A DUPLEX 1 QUAD 10 TYPE B QUAD 5 TYPE B 9 20 A-1.0 SITE PLAN DATE: JOB NUMBER: APRIL 2025 DRAWN BY: CHECKED BY:JLH ST 19130DESCRIPTION- COMMENTSDATEDELTAHATCH DESIGNARCHITECTURE6126 W. STATE ST.BOISE, IDAHO 83703OFFICE: (208) 475-3204FAX: (208) 475-3205COPYRIGHT 2025HATCH DESIGNARCHITECTURELOGAN MEADOWSTHIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED ORCOPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BEASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENTAND PROPER COMPENSATION TO HATCH DESIGNARCHITECTURE.THE USE OF THE PLANS SHALL BE RESTRICTED TO THEORIGINAL SITE FOR WHICH THEY WERE PREPARED.DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BYTHE DESIGNER AND THE DESIGNER'S CONSULTANTS AREINSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECTTO THIS PROJECT. THE DESIGNER AND THE DESIGNER'SCONSULTANTS SHALL BE DEEMED THE AUTHORS ANDOWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICEAND SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.SHEET SHEET NUMBER SHEET TITLENEW MULTIFAMILY HOUSING PROJECT:/ 23 CALDWELL, ID 836052