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Application Request with update for CC Hearing Charlene Way From:clerk@meridiancity.org Sent:Tuesday, October 12, 2021 1:21 PM To:Charlene Way Subject:Development Application Transmittals - Lennon Point Community AZ, CUP,PP, PS H-2021-0071 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Lennon Pointe Community AZ, CUP, PP, PS H-2021-0071 Hearing Date: 11-18-2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: November 18, 2021 File No.: H-2021-0071 Project Name: Lennon Pointe Community Request:  Annexation of 10.41 acres of land with a request for C-C (2.01 acres) and R-15 (8.3 acres) zoning districts;  Preliminary Plat consisting of 43 building lots, 1 commercial building lot, and 2 common lots on 8.8 acres of land in the proposed C-C and R-15 zoning districts;  Conditional Use Permit for a multi-family development consisting of a total of 18 units on 1.18 acres in the proposed R-15 zoning district; and,  Request for Private Streets through a portion of the residential site requiring administrative approval only. Application by: DG Group Architecture, PLLC. Location: The site is located at 1515 W. Ustick Road, in the southeast corner of N. Linder Road and W. Ustick Road, in the NW ¼ of the NW ¼ of Section 1, Township 3N., Range 1W. �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0071 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: ANDREW WHEELER, DG GROUP ARCHITECTURE PLLC Phone: Applicant address: 430 E. STATE. ST., EAGLE, ID 83616 Email: andreww@tpchousing.com Ownername: JEFF SINDON Phone: Fax: Owneraddress: P.O. BOX 383, MCCALL, ID 83638 Email: jtsindonl@hotmail.com Agent name(e.g.architect,engineer,developer,representative): ANDREW WHEELER Firmname: DG GROUP ARCHITECTURE PLLC Phone: Fax: Address: 430 E. STATE. ST. Email: andreww@tpchousing.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): S1201223115 Township,range,section: 3N1W1 Project Description Project/Application Name: Lennon Pointe Community-AZ, CUP, PP, PS Annexation and Zoning of 10.41 acres of land with a request for C-C (2.1 acres) and R-15 (8.3 acres)zoning Description of work: districts; Preliminary Plat consisting of 43 single-family building lots, 1 commercial lot, and 2 common lots on 8.8 acres of land; Conditional Use Permit for an 18 unit multi-family project; and a request for Private Streets through a portion of the site (administrative approval). 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Annexation and Zoning-AZ: CHECKED Conditional Use Permit-CUP: CHECKED Preliminary Plat-PP: CHECKED Private Street-PS: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0653 TYPE OF USE PROPOSED Commercial: CHECKED Townhouse: CHECKED Multi-Family: CHECKED PROPERTY INFORMATION General Location: SEC linden& Ustick Rd. Current Land Use: RUT Total Acreage: 8.8 AC Prior Approvals(File Numbers): N/A Traffic Study Required per ACHD: No ZONING DISTRICT(S) R-15: CHECKED C-C: CHECKED FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage-Medium Density Res: 7.36 Commercial: CHECKED Acreage-Commercial: 1.47 Mixed Use Community: CHECKED Acreage-Mixed Use Community: 8.8 AC PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 09/20/21 Landscape Plan Date(MM/DD/YYYY): 09/20/21 Elevations Date(MMIDD/YYYY): 09/20/21 Percentage of Site Devoted to Building: 34.53% Percentage of Site Devoted to Landscaping: 26.84% Percentage of Site Devoted to Paving: 24.56% Who will own and Maintain the Pressurized Irrigation System in this Development: Developer/ HOA Irrigation District: Nampa Meridian Irrigation District Primary Irrigation Source: See Civil Drawings Secondary Irrigation Source: See Civil Drawings 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 0 SF Minimum Square Footage of Ground Floor Area for Multi-Story Units: 80 SF Proposed Building Height: 47' To top of roof at Bldg. A Hours of Operation(Days and Hours): N/A Number of Standard Parking Spaces Provided: 270 Number of Compact Parking Spaces Provided: 0 Number of Residential Units: 47 TH + 18 vertical integrated = 65 units Minimum Square Footage of Living Area(Excluding Garage): 1850 Gross Density: 7.38 U PA Net Density: 7.38 U PA What was the date of your pre-application meeting?: 06/17/2021 What was the date of your neighborhood meeting?: 09/07/2021 PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: AZ/RZ ONLY R-15: CHECKED C-C: CHECKED MULTI-FAMILY Total Number of Units: 61 Number of 1 Bedroom Units: 0 Number of 2-3 Bedroom Units: 18 Number of 4+Bedroom Units: 0 PLATS ONLY Number of Building Lots: 45 Number of Common Lots: 2 Total Number of Lots: 47 Minimum Lot Size: 2619 Average Lot Size: 3248 Area of Plat: 8.8 acres Plat Date(MM/DD/YYYY): 09/17/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Plaza(s): CHECKED Parkways: CHECKED Acres of Qualified Open Space: 1.12 AC Percentage of Qualified Open Space: 12 77% QUALIFYING SITE AMENITIES Public Art: CHECKED Dog Owner Facilities: CHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Children's Play Structure: CHECKED Pedestrian or Bicycle Circulation System: CHECKED TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Andrew Wheeler MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 4 � r OGI Project Design Narrative 1515 W. Ustick Rd. 09/20/21 To whom it may concern, The proposal is for an annexation, rezone and pre-plat for an 8.8 acre site located in the Southeast corner of Linder and W. Ustick rd. at 1515 W. Ustick Rd. The intent of the project is to rezone the property to align with the Cities vision of a Mixed Use Development as three separate parcels which are designed to work together and promote the City goals of providing more diverse options of housing as well as Community Commercial uses adjacent to single family residential dwellings. The project consists of a retail parcel (parcel A), a multi-family parcel (parcel B) and single family component parcel (parcel Q. See sheet A1.1, site plan for referenced parcels. The project currently resides as a single 8.8 acre parcel that is in the RUT zone. The intent is to annex the property into the City and re-zone the property to Mixed Use Community. The property currently is bordered by 1 and 2 story single family residential to the South and East, Ustick Rd.to the North, and Linder rd.to the West. The overall design provides ample connectivity with pedestrian pathways, bike parking and a community commercial plaza and public art feature. Two single story buildings are proposed for site A to be future Community Commercial. Two buildings are proposed for site B which are two story multi-family units, for a total of four stories. 43 townhome lots are proposed for site C consisting of a detached single family,two unit buildings, a three unit building, and a six unit building. Site circulation is provided with a continuation of the public road NW 131"St. in the Northeast corner of the site per ACHD requirements. This road exits the proposed site to the South. All other lanes are to be private drives and are on a common lot. Site entrance signage is provided at both intersections of private and public streets to denote the transition from the public street to private roads. The current property is located in the floodway in the Southeast corner, which was designed around to provide an open space amenity for the Community. The existing Kellogg Drain is to be re-located as indicated on the Civil drawings and pre-plat drawings. Extensive conversations with the Nampa Meridian Irrigation District have occurred to ensure we are aligned to the irrigation district requirements for re-routing this existing ditch. DGI In conclusion, we have worked closely with City Staff to provide a site plan and building design that will fit into the Mixed Use zone code requirements and bringing the Cities vision of a mixed use community Thank you for your time and consideration for this Entitlement Application. Andrew Wheeler DG Group Architecture 430 E. State St Eagle, ID 83616 After Recording Return to: ADA COUNTY RECORDER Christopher D. Rich AMOUNT 16.00 3 John Curtis Hucks BOISE IDAHO 10/22113 10:09 AM Attorney at Law, P.C. DEPUTY Vicky S P.O. Bog 737 RECORDED REQUET OF II I I I II I II II I I II I IIIII II I I II II III I III 1131173 New Meadows, ID 83654 John Curtis Hucks QUITCLAIM DEED This Deed is made this /d9 day of October, 2013, by and between WILFRED T. SINDON and EVELYN H. SINDON, husband and wife, as GRANTOR, whose mailing address is P.O. Box 383, McCall, Idaho 83638, and WILFRED T. SINDON and EVELYN H. SINDON, husband and wife, AS COMMUNITY PROPERTY WITH RIGHT OF SURVIVORSHIP, as GRANTEES, whose mailing address is P.O. Box 383, McCall, ID 83638. WITNESSETH: That the Grantors, on behalf of themselves, their heirs, executors, administrators; successors, representatives and assigns, for and in consideration of the sum of TEN DOLLARS, cash in hand paid at or before delivery of this document, the receipt of which is hereby acknowledged, together with other good and valuable consideration, does hereby grant, bargain, sell, convey, remise and release forever unto said Grantees, all the right, title, interest, claim or demand which the Grantors may have in and to the following described property located and situated in Ada County, Idaho: SEE LEGAL DESCRIPTION ATTACHED AS EXHIBIT "A" ° r Property Addresses: 1515 W. Ustick Road, Meridian, Idaho 83646 TO HAVE AND TO HOLD the said property, with all appurtenances thereto, unto the said Grantees, their heirs and assigns forever. THE PURPOSE OF THIS CONVEYANCE IS TO CREATE IN THE PROPERTY DESCRIBED HEREIN AN ESTATE OF COMMUNITY PROPERTY WITH RIGHT OF SURVIVORSHIP, PURSUANT TO 15-6-4019 E?APA STATUTES. IN WITNESS THEREOF, the said Grantors have each executed this instrument the day and year first above written. WILFRED T. SINDON � �L. 4L. �J ', � EVEL H. SINDON 1 STATE OF �o ) COUNTY OF On this /b-7% day of October, 2013, before me, a Notary Public in and for said State, personally appeared Wilfred T. Sindon, known or identified to me to be the person whose name is subscribed as Grantor to the within instrument, and who acknowledged to me that he/she executed the same for the purposes set forth therein. ••��` CV R TIS ��•i� �.•'�,�..••""'••hG�,'•, otary Publi�A/ ., *% ,t,koTAR, s�tp Residing at: * _ �•� : * : Commission Expires: 6 / 3 — /S- -.fs. PUBOC OF 1Op.04 . STATE OFz�o ) COUNTY OF On this IA67K day of October, 2013, before me, a Notary Public in and for said State, personally appeared Evelyn H. Sindon, known or identified to me to be the person whose name is subscribed as Grantor to the within instrument, and who acknowledged to me that he/she executed the same for the purposes set forth therein. ��.• CVRTIS •.,• �•OZ'•' '0 000.: otaryPublic o/hu �- ,7 �vc! 64 �oTAR y s �/' Residing at: JUG oyls Z—� * Commission Expires: 00"'•9T*9000*9000 E O F 1oP `•••• After Recording Return to: John Curtis Hucks, Attorney at Law, P.C. P.O. Box 737, McCall, ID 83654 2 - EXHIBIT "A" LEMLDESCRIPRON TEE NORTA ONE-HALF (N 112) OF 2W WEST ONE-BALF. (W 112) OF LOT 4, SECTION 1, TONNSEIP 3 NORTN, RANGE 1 WEST OF 7113 BOISE MERIDIAN, IN ADA COUNTY, STATE OF IDAEO. BZCSFTINQ TEERSFORM TEAT PORTION OF TAN ABOVE DESCRIBED PARCEL DEEDED TO BOISE VALLEY RAILWAY CIMANY, A CORPORATION BY BARGAIN AND SALE DEED RECORDED APRIL 8, 1909 M#T BOOK 78 OF DR= AT PAGE 197, RECORDS OF MA COUNTY, IDABO. ALSO EXCEPT DITCR AND ROAD RIGHTS-OF-NAY- Also less and except the following right-of-way Parcel 13 Right-of-Way Take Description A parcel of land situated in the North 1/2 of the West 1/2 of Government Lot 4 of Section 1, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, and said parcel also being a portion of that Quitclaim Deed, filed as instrument number 97082287, records of Ada County, Idaho, being more particularly described as follows: Commencing at a brass cap monument marking the northwest corner of said Government Lot 4 of Section 1, from which a brass cap monument marking the southwest corner of the NW1/4 of Section 1 (W1/4 comer) bears S 0*01'00" E a distance of 2699.27 feet as shown on the construction plans for Ada County Highway District, Project Ustick Rd. and Linder Rd. Intersection, Project No. 305048, records of Ada County Highway District, said point being the REAL POINT OF BEGINNING. Thence S 88°42'54" E, 665.57 feet along the north boundary of said Government Lot 4 and centerline of Ustick Road to the northeast corner of said N1/2 of the Wl/2; Thence S 0002126" W, 45.01 feet along the east boundary of said NI/2 of the W 1/2 to a point; Thence N 88042'54" W, 573.51 feet parallel to the north boundary of said Govemment Lot 4 and centerline of Ustick Road to a point; Thence S 45038103" W, 48.93 feet to a point lying 57.00 feet easterly of the west boundary of said Government Lot 4 and the centerline of Linder Road; Thence S 0*01 '00" E, 427.52 feet parallel to the west boundary of said Government Lot 4 and centerline of Linder Road to a point; Thence N 89059'00" E, 17.00 feet to a point lying 74.00 feet from the west boundary of said Government Lot 4; Thence S 0001 '00" E, 175.76 feet parallel to the west boundary of said Government Lot 4 and centerline of Linder Road to a point on the south boundary of the N 1/2 of the W 1/2 of said Government Lot 4; Thence N 88052238" W, 74.02 feet along said south boundary to a point on the west houndary of said Government Lot 4; Thence N 0001 '00" W, 683.11 feet along the west boundary of said Government Lot 4 and centerline of Linder Road to the Real Point of Beginning. Said described parcel contains 69,917 square feet (1 .61 acres) including 33,092 square feet (0.76 acres) of a 25.00 feet wide prescriptive right-of-way easement along the north and west n , baurrdaries of Government Lot 4 of Section 1 . T. 4 N.. R. 1 W.. B.M., •� "; `' ` ` :%da County. Idaho. and is ;uhiect to easements of record or in use. 0 0, � AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) XiM N ) COUNTY OF ) Wilfred T Sindon & Evelyn H Sindon 1515 W Ustick Road I, (name) (address) Meridian Idaho (city) (state) being first duly sworn upon, oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Andrew Wheeler 430 E State St, #100, Eagle ID 83616 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 16th day of September 20 '1. (Signature) SUBSCRIBED AND SWORN to before me the day and year fir above written. =SHROPE otary Public for Idaho) Residing at: W LO�� 1 My Commission Expires: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org/nlanning COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s)had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. 09/16/21 Applicant/agent signature Date Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridianciiy.org/planning -BO U1VDA-H Y T0.P0 G_HA.P l llC MA-P FOR DG GROUP ARCHITECTURE PLLC. L YING WI THIN GO VERNMEN T L 0 T 4 OF SEC TION 1, T 3N., R. 1 W., B.M. 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CONCRETE COMM T / HE x W w O N VAULT SPIGOT I i 1515 W. USTICK RD. av~� BUILDING I w \ 383.404E S.F. (/ I FLOOD ZONE w o N x x x—o- x� x x x x 2s'' a.8o2f Ac. o EP MAPPING NOTES GATE x x x x P S FOUND 3 1/2" BRASS CAP o '� N o I 11 8 cs2 LLc. 1. ELEVATIONS BASED ON NA VD 88 MONUMENT IN ASPHALT, OR AS NOTED i w s� W. PEBBLESTONE DR. w of o 1 � FOUND 2" ALUMINUM CAP p I VERTICAL DATUM. IN ASPHALT a 3 d ' 1. PROPERTY INCLUDES FLOOD ZONE "X" & • FOUND 5 8" IRON PIN, w / w dol \ FLOOD ZONE AE, PANEL 0143 J, MAP No. WITH PLASTIC CAP, AS NOTED ��roE To ` 12" CONCRETE INV 16001 CO143J, EFFECTIVE DATE 0611912020. • FOUND 1 2" IRON PIN ELEV.-2569.47 I / w TOE p HEAD CA TE AARON J. QUEEN WITH PLASTIC CAP, AS NOTED w I o BM \ \TOE HEADGA TF �'� I 3111 NW 13TH ST.. 2. THE UNDERGROUND U TILI TIES SHOWN O SET 5/8' IRON PIN WITH I HAVE BEEN LOCATED FROM FIELD SURVEY a a I� of \� 2�' 12" PVC INV ^ INFORMATION OF VISIBLE UTILITIES AND 2" ALUMINUM CAP, PLS 11463 W 30, � � � � �o Gam, � ELEV.=2570.44' o BM w o 1/2" IRON P/N 301 \ a Z MARKINGS BY DIGLINE UNDERGROUND ♦ BENCH MARK I ELEV.=2569.70' 301 To \ C,y I L OCA TION SERVICE. THE SURVEYOR MAKES Ld ss SANITARY SEWER MANHOLE o w I 1\ i�, p NO GUARANTEE THAT THE UNDERGROUND so \ \° \ 07 UTILITIES SHOWN COMPRISE ALL SUCH STORM DRAIN MANHOLE �`�� T HEADGA TE x 5 UTILITIES IN THE AREA, EITHER IN SERVICE aDDdOl d01 �' IRR/GAT/ON MANHOLE I �- dol dol \ �S KIRK DAV/D STEVENS Q OR ABANDONED. THE SURVEYOR FURTHER w i W e \ 12" CONCRETE INV 3093 NW 13TH ST. m MANHOLE o o top Top T °o ELEV.=2569.47' d I Z DOES NOT WARRANT THAT THE x LO V) UNDERGROUND UTILITIES SHOWN ARE IN THE W E I I I \ IV, EXACT LOCATION INDICATED ALTHOUGH HE g+ IRRIGATION CONTROL VALVE a w HEADGATE Y DOES CERTIFY THAT THEY ARE LOCATED AS M WATER VALVE a o 1 RR/GA TIO Q -`- W w I I \ �Z� ACCURATELY AS POSSIBLE FROM ucruRE x UTILITY POLE W Ia a\ INFORMATION AVAILABLE. THE SURVEYOR TR TELEPHONE RISER a o \ 12" CONCRETE INV \�o \ H D E �U HAS NOT PHYSICALLY LOCATED THE w = �� \ \ ELEV.=2570.27' \ dol Z UNDERGROUND U T/L/T/ES. ELECTRICAL JUNCTION BOX W I I I � a ✓ \ ]y _TOP P x EDER N. �� r SIGN `_A w N W o �o \ of �\ 0 3075 NW \ HEAD 1 WE 3. THERE IS NO EVIDENCE OF PROPOSED X CHANGES IN THE STREET RIGHT OF WAY 0 GATE POST i o w I \\aO �\� �G' ` \ \ U LINES. GAS MARKER w o 00 F A \ \ 12" CONCRETE INV ,� I I o�F��9 ° \ 0�� \ \ \ ELEV.=2570.75' x WORK4. DENCE OF RECENT WAS OBSERVED ALONG TTHE OVING T COMM MARKER W `ram°� \ \ \ SOUTHERLY BANK OF THE KELLOG DRAIN. WA TER MARKER o o � 12" ® CATCH BASIN w \ TOF 2s6g JOHN BI TLER° A \ (D �, ` 3055 13TH S , 0 3 DECIDUOUS TREE W i W.C. WI TNESS CORNER OO I I \\ ' \ a L2 PLS �S a W PLS - 5291 °.� .�o r GRASS ,o w o 52 � F CIO w 1 \ �00 \ of JORDAN LEACH REFERENCES I o HEAD TE \ Q\ \ \ 09 3039 NW 13TH ST. R 1 = CREA SON CREEK No. 2 SUBDIVISION a i 57 BOOK 119 OF PLATS, PAGE 18301 �d 4- R2 = CREASON CREEK No. 1 SUBDIVISION I e o °1\ X o� cy BOOK 112 OF PLATS, PAGE 16486 R3 = RECORD OF SURVEY No. 8705 I \ Z TOE R4 = RECORD OF SURVEY No. 8184 0 ` ------------ 0 0 \ G \ `� � dot w 7� Z� I ` \ 0 2s6g - - 6» $ Ln W 5 ' GRASS Z �O� RECE- d x � STF OM I \T \ EARTy w I o li/j BRIAN'1 DE LA MOTT I O \ \ \ oRK '4RE,q oE_ of 3021 NW 13TH ST. Nathan J. Dang, 11463 � w 10 �\ - � \301 � d � X BASIS OF BEARING W o 2 0 \ \ 1 dol P.L.S. 11463 �' Pip S 88 43 02 E BETWEEN FOUND I Z\\ \ aol aol doi — OF �0 MONUMENTS AT NORTHEAST CORNER I I W coNc TE ° ° X q PSG ZONE AE w � CUL VE T I � � \ o, ° OF SECTION 1, AND THE 114 CORNER 12" COMMON TO SECTIONS 1 AND 36. 1 2" IRON PIN N GRAS 18" ZONE X \ ELEV.=2569.36' 2569 X STEPHEN A. TAYLOR TI : I10 \ I 3003 NW 13TH ST. I a W.C. y o PLS S ----------- pt�T m L4 o O ° r TOP TOP TOP TOP —'fOP -- TOP TOP GAP ° J JJ '� _ 111 2570 I' W C. ♦ p Q p - -- ACCU�TE JOB N0. ' - ,.- TOP N 88 59 01 W 590. 7(J'_ a EP +" d01 - -` d01 d01 idol Ol d( do- Q� ti _ 21 180 a � u �= a �\ \ �,� SURVEYING & MAPPING DRAWN BY: 1/4 CORNER � Q o � CREASON CREEK �i � � r 3 1/2" N .~ \\, \ !� SUBDIVISION N a 0 Q ,! r-- z o # BRASS CAP I CONCRETE 1 1602 W. Hays Street 306 PGL2 Z Y MR ^" S-EPJ�: MRH HOMES INC. Boise, Idaho 83702 CP&F No. CUL VERT CS2 LLC. MRH HOMES INC. � o a. 1422 W. TUMBLE CREEK DR. 108044955 PLS I W. TUMBLE CREEK DR. Z Q w 2984 N. ZION PARK AV I 10561 UNPLATTED 2987 N. ZION PARK AVE. w (208) 488-4227 SHEET: a f F R V I www.accuratesurveyors.com 1 of 1 o FOX 6' en * rin HMH 1W LAND SURVEYS g ee g Lennon Pointe Annexation Legal Description A parcel of land situate in the North 112 of the West 112 of Government Lot 4 in Section 1, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: BEGINNING at the northwest corner of Section 1, from which the west one-quarter corner bears, South 00°01'03" East, 2699.19 feet, thence along the northerly line of Government Lot 4, South 88'43'02" East, 665.57 feet; Thence along the westerly boundary of the Creason Creek Subdivision No.1 recorded in Book 112 of Plats at Pages 16486-16488, South 00°02'45" West, 680.06 feet to the northerly boundary of the Creason Creek Subdivision No.2 recorded in Book 119 of Plats at Pages 18301-18303; Thence along said northerly boundary, North 88°59'01" West, 664.76 feet to westerly line of Government Lot 4; Thence North 00'01'03" West, 683.16 feet to the POINT OF BEGINNING. Containing 10.41 acres, more or less END OF DESCRIPTION Prepared by: Ronald M. Hodge, PLS Survey Department Manager � s RMH:tk O� ��, Srf FQ � 0. 8575 69 2 Z Z P� 9TF 0 F M �00 680 S. Progress Ave., Suite#213 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer EXHIBIT B' W. Ustick Rd. SURVEYMAP 35 36 S88043'02"E 665.57' 2 1 — — — — — — Point of Beginning ANNEXATION C—C nz a� z � zo z CD d co N 00 c O CO O O rn N w R- 15 M 0 0 0 0 U) 664.76' N88059'01"W S T f 1 r � 8575 77 t' O CJ.2 z-1 t a 0 100 200 boy 9rF of -9�0 M . �O 2 1 Scale in Feet NOTE:THIS DRAWING IS A VISUAL REFERENCE ONLY. DS.RMH SCALE:1'=100' DATE:M28-2021 LENNON POINTE REZONE-ANNEXATION HMH DR.TLK ADA COUNTY,IDAHO eeing SV.RMH SHT.1l1 GS020-06B SECA,T.3N,RAW,B.M. ��— * FOX HMH 0 0 1W LAND SURVEYS engineenng Lennon Pointe Rezone (C-C) Community Commercial Legal Description A parcel of land situate in the North 112 of the West 112 of Government Lot 4 in Section 1, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: BEGINNING at the northwest corner of Section 1, from which the west one-quarter corner bears, South 00°01'03" East, 2699.19 feet, thence along the northerly line of Government Lot 4, South 88'43'02" East, 356.54 feet; Thence South 01°16'58" West, 255.14 feet; Thence South 89°58'57" West, 350.66 feet to westerly line of Government Lot 4; Thence North 00°01'03" West, 263.17 feet to the POINT OF BEGINNING. Containing 2.10 acres, more or less END OF DESCRIPTION Prepared by: Ronald M. Hodge, PLS Survey Department Manager G srtr- s o� Fp 8575 ��oq-22 zoo NAB B M. RMH:tk 680 S. Progress Ave., Suite #26 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer EXHIBIT B' W. Ustick Rd. SURVEYMAP 35 36 S88043'02"E _ 2 356.54' Point of Beginning C—C ao T— Y) co C—C L6 � N 64 o N r- O U) 350.66' S89058'57"W J Z r R- 15 N W O O o O O i �4V fpFO a 8575 77 d',ii d. ZZz�0 0 100 200 �0 9,s OF 40 M . �p 2 1 Scale in Feet NOTE:THIS DRAWING IS A VISUAL REFERENCE ONLY. DS.RMH SCALE:1'=100' DATE:W28-2021 LENNON POINTE REZONE-CC(Community Commercial) HMH DR.TLK ADA COUNTY, IDAHO SV.RMH SHT.1/T1 GS020-MB SECA,T.3N,RAW,B.M. engineerhg FOX HMH IVLAND SURVEYS engineering Lennon Pointe R-15 Rezone Legal Description A parcel of land situate in the North 112 of the West 112 of Government Lot 4 in Section 1, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: COMMENCING at the northwest corner of Section 1, from which the west one-quarter corner bears, South 00°01'03" East, 2699.19 feet, thence along the northerly line of Government Lot 4, South 88°43'02" East, 356.54 feet to the POINT OF BEGINNING; Thence continuing along the northerly line of Government Lot 4, South 88°43'02" East, 309.03 feet; Thence along the westerly boundary of the Creason Creek Subdivision No.1 recorded in Book 112 of Plats at Pages 16486-16488, South 00°02'45" West, 680.06 feet to the northerly boundary of the Creason Creek Subdivision No.2 recorded in Book 119 of Plats at Pages 18301-18303; Thence along said northerly boundary, North 88°59'01" West, 664.76 feet to westerly line of Government Lot 4; Thence along said westerly line, North 00'01'03" West, 420.00 feet; Thence North 89°58'57" East, 350.66 feet; Thence North 01°16'58" East, 255.14 feet to the POINT OF BEGINNING. Containing 8.30 acres, more or less END OF DESCRIPTION P L D Prepared by: \S r R Ronald M. Hodge, PLS o Survey Department Manager 0. 857 C) .�09 2z-Z sa OF RMH:tk tig( D M NOO 680 S. Progress Ave., Suite #213 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer EXHIBIT B' W. Ustick Rd. SURVEYMAP 35 36 _ S88043'02"E 2 1 356.54' 309.03' Point of Beginning R-15 W CO C-C O N Z Iz N89058'57"E J 350.66' z � O d O N CID 00 O O O U) O 0 R- 15 N N W � c� O O o O O CO N88059'01"W 664.76' AC S RF G 1 r � a 857 J ! 0 100 200 � ,9r L�oP�� <v Oil, F OF O� �q<D M �O 2 1 Scale in Feet NOTE:THIS DRAWING IS A VISUAL REFERENCE ONLY. DS.RMH SCALE:1'=too' DATE:09-28-2021 LENNON POINTE REZONE-R15 HMH DR.TLK ADA COUNTY,IDAHO engineedng SV.RMH SHT.1N GS020-06B SEC.1,T.3N,R.1%B.M. FOX HMH IVLAND SURVEYS engineering Lennon Pointe Preliminary Plat Legal Description A parcel of land situate in the North 112 of the West 112 of Government Lot 4 in Section 1, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: COMMENCING at the northwest corner of Section 1 monumented by a found Brass Cap as shown on Corner Record Instrument No. 1234, from which the west one-quarter corner bears, South 00*01'03" East, 2699.19 feet, thence along the northerly line of Government Lot 4, South 88°43'02" East, 665.57 feet; thence South 00'02'45" West, 45.01 feet to southerly right-of-way for W. Ustick Road, the northwest corner of the Creason Creek Subdivision No.1 recorded in Book 112 of Plats at Pages 16486- 16488 and the POINT OF BEGINNING monumented by a found 5/8-inch bar with cap PLS11118; Thence along the westerly boundary of said Creason Creek Subdivision No.1, South 00'02'45" West, 635.05 feet to the northerly boundary of the Creason Creek Subdivision No.2 recorded in Book 119 of Plats at Pages 18301-18303, monumented by a found 5/8-inch bar with cap PLS11463 Witness Corner which bears North 88°59'01" West, 1.00 feet; Thence along said northerly boundary, North 88°59'01" West, 590.78 feet to the easterly right-of-way for N. Linder Road monumented by a found 5/8-inch bar with cap PLS11463 Witness Corner which bears South 88°59'01" East, 10.00 feet; Then along the easterly right-of-way for N. Linder Road the following four (4) courses and distances, Thence North 00°01'03" West, 175.56 feet to a found 5/8-inch bar with cap PLS5291; Thence South 89°53'56" West, 17.00 feet to a found 5/8-inch bar with cap PLS5291; Thence North 00°01'03" West, 427.61 feet to a found 5/8-inch bar with cap PLS5291; Thence North 45'37'35" East, 48.99 feet the southerly right-of-way for W. Ustick Road monumented by a found 5/8-inch bar with cap PLS5291; Thence along said right-of-way, South 88°43'02" East, 573.51 feet to the POINT OF BEGINNING. Containing 8.80 acres, more or less END OF DESCRIPTION p Prepared by: Ronald M. Hodge, PLS o� Survey Department Manager D_ 8575 21(3 A �0 9TF QF V RMH:tk Nq� O M �oO 680 S. Progress Ave., Suite #213 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer Andrew Wheeler From: Ron Hodge <rhodge@hmh-Ilc.com> Sent: Tuesday, September 21, 2021 8:19 AM To: Andrew Wheeler Subject: FW: Lennon Pointe Subdivision Name Reservation From:Sub Name Mail <subnamemail@adacounty.id.gov> Sent:Tuesday, September 21, 2021 6:08 AM To: Ron Hodge<rhodge@hmh-Ilc.com> Subject: RE: Lennon Pointe Subdivision Name Reservation September 21, 2021 Ron Hodge, HMH Engineering RE: Subdivision Name Reservation: LENNON POINTE SUBDIVISION At your request, I will reserve the name Lennon Pointe Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, Glen Smallwood Surveying Technician Ada County Development Services 200 W. Front St., Boise, ID 83702 (208)287-7926 office (208)287-7909 fax From: Ron Hodge<rhodge@hmh-Ilc.com> Sent: Monday, September 20, 20214:06 PM To:Sub Name Mail <subnamemail@adacounty.id.gov> Subject: [EXTERNAL] Reservation Request for Lennon Pointe CAUTION:This email originated from outside Ada County email servers. Do not click on links or open attachments unless you recognize the sender and know the content is safe.Verify the sender by mouse-hovering over their display name in order to see the sender's full email address and confirm it is not suspicious. If you are unsure an email is safe, please report the email by using the Thish Alert' button in Outlook. 1 We would like to reserve the name Lennon Pointe. We submitted our application to the City of Meridian today. The Parcel number is S1201223115. The Owner is recorded as Wilfred T. Sindon and Evelyn H. Sindon, husband and wife as community property with right of survivorship. P.O. Box 383, McCall, ID 83638 The Developer is Tyson Lane of Centerstone Capital, LLC. 83 S. Crestview Ave., Eagle, ID 83616 Tlane.hillcrest@gmail.com I am the surveyor in responsible charge. Thanks, Ron Ronald M. Hodge, PLS (ID, OR, WA, UT) Survey Department Manager HMH Engineering 680 Progress Ave., Suite#26 1 Meridian, Idaho 83642 Office: 208.342.7957 ext.1006 I www.hmh-llc.com Ihmh-llc.coml *Fox � H engineering LAND SURVEYS 1W This e-mail and any attachments transmitted with it may contain information that is confidential or otherwise protected from disclosure.The information it contains is intended solely for the use of the one to whom it is addressed,and any other recipient is directed to immediately destroy all copies.If this electronic transmittal contains Professional Design Information,Mapping,Recommendations,Maps,or GIs Database,those are"draft"documents unless explicitly stated otherwise in the email text. 2 Application Information E IDIANI___"­ City of Meridian 33 E. Broadway Ave. Suite 102 Meridian, ID 83642 Building Services - PH: 887-2211 / FAX: 887-1297 Planning - PH: 884-5533 / FAX: 888-6854 Project Name Application Number Application Status Sec Linder And Ustick P REAP P-2021-0082 In Progress Project Address Address Subdivision Parcel 1515 Ustick Applicant No applicant found. Contacts No contacts found. Application Information Question Answer Residential CHECKED Office Commercial CHECKED Employment Industrial Single-Family Detached Single-Family Attached Townhouse Duplex CHECKED Multi-Family Vertically Integrated CHECKED Alternative Compliance-ALT Annexation and Zoning -AZ CHECKED City Council Review- CR Comprehensive Plan Map Amendment- CPAM Comprehensive Plan Text Amendment- CPAT Conditional Use Permit- CUP Conditional Use Modification - MCU Design Review- DR Development Agreement Modification - MDA Final Plat- FP Page 1 of 4 PREAPP-2021-0082 06/14/2021 Question Answer Final Plat Modification - MFP Miscellaneous- MI Planned Unit Development- PUD Preliminary Plat- PP CHECKED Preliminary Final Plat- PFP Private Street- PS Rezone - RZ Short Plat- SHP Time Extension, Council -TEC Vacation -VAC Variance -VAR UDC Text Amendment-ZOA Current Land Use County Residential Total Acreage 8.8 Prior Approvals (File Numbers) N/A R-2 R-4 R-8 R-15 R-40 C-N C-C C-G L-O M-E H-E I-L I-H O-T TN-C TN-R County CHECKED R-2 R-4 R-8 CHECKED R-15 CHECKED R-40 CHECKED C-N C-C C-G Page 2 of 4 PREAPP-2021-0082 06/14/2021 Question Answer L-O M-E H-E I-L I-H O-T TN-C TN-R Site Plan Date (MM/DD/YYYY) 03/10/2021 1 acknowledge that a Site Plan will be uploaded in the attachment section CHECKED I acknowledge a neighborhood meeting is required prior to application CHECKED submittal I acknowledge pre-app notes are good for 4 months CHECKED Low Density Residential Medium Density Residential Medium-High Density Residential High Density Residential Commercial Office Industrial Civic Green Space: Parks, Pathways, and Open Space Old Town Mixed Use Neighborhood Mixed Use Neighborhood with N.C. Mixed Use Community Mixed Use Community with N.C. Mixed Use Regional Mixed Use Non-Residential Mixed Use Interchange Low Density Employment High Density Employment Mixed Employment Mixed Use Residential Mixed Use Commercial Lifestyle Center Open Grassy Area (min. 50' x 100') Community Garden Ponds or Water Features Plaza(s) Page 3 of 4 PREAPP-2021-0082 06/14/2021 Question Answer Additions to Public Park Collector Street Buffer(s) Arterial Street Buffer(s) Parkways 10' Parkway Along Arterials Stormwater Detention Facilities Open Water Ponds Clubhouse Fitness Facilities Enclosed Bike Storage Public Art Picnic Area Additional 5% Open Space Communication Infrastructure Dog Owner Facilities Neighborhood Business Center Swimming Pool Children's Play Structure Sports Courts Pedestrian or Bicycle Circulation System Transit Stop Park and Ride Lot Walking Trails Open Grassy Area (min. 50' x 100')- Multi-Family Hearing Information No hearings found. Page 4 of 4 PREAPP-2021-0082 06/14/2021 NEIGHBORHOOD MEETING FORM Start Time of Neighborhood Meeting: End Time of Neighborhood Meeting: 257 Those in attendance please print your name and address If no one attended Applicant please write across this form "No one attended." PRINTED NAME ADDRESS, CITY, STATE,ZIP 1. t K r 30 N ,I� 2. S Ye c Om Z I yo / ` St 3. ►'l �� 3 D 5 u� l S*VU 1d l 4. 3O 3 3oJZ iyw )-V� s-� t-36y( 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Neighborhood Meeting Form . . Kent Goldthorpe, President ACHDDave McKinney,Vice-President Jim D. Hansen,Commissioner Mary May,Commissioner lJg � � dui Alexis Pickering,Commissioner September 17, 2021 John Karnowski, PE (email) NV5 690 S. Industry Way, Suite 10 Meridian, ID 83642 Subject: Linder Road/Ustick Road Mixed Use Development Access Review 1 MPP21-0018 The Ada County Highway District staff has completed the initial review of the submitted traffic impact study (TIS) for Linder Road/Ustick Road Mixed Use Development Access Review. Comments/recommendations provided by District Traffic Services and Planning Review staff are listed below: 1. Please specifically address the criteria in District Policy 7205.4.4 for additional access onto an arterial road. 2. The study designates the access on Ustick Road as right-in/right-out/left-in for the site. However, staff has indicated previously that the access on Ustick Road would be restricted to RIRO only, if additional access is determined to be necessary. Please update the analysis and distribution to reflect the access on Ustick Road as right-in/right-out only. 3. Please discuss the internal site circulation in relation to the site access points and how the site would function with only one access point. 4. The trip generation did not account for pass-by trips. Please include this in the trip generation analysis and assign pass-by trips to the site access points. 5. The study uses traffic counts from 2018 for Ustick Road and 2020 for Linder Road. This is not acceptable. Traffic counts used in the analysis should be grown to the future final buildout year for the development with an approved growth rate. Please propose a growth rate to ACHD to review before proceeding with the analysis. 6. Please provide a site plan. Ada County Highway District•3775 Adams Street•Garden City,ID•83714• PH 208 387-6100•FX 345-7650• www.achdidaho.org Sincerely, cl� Paige Bankhead, E.I. Assistant Traffic Engineer Development Services Cc (email): Bill Parsons- City of Meridian PRIVATE ROAD MAINTENANCE AGREEMENT An Agreement made this original date of September 23rd, 2021, applicable to the undersigned parcel owners and users, RECITALS WHEREAS,_Lennon Pointe Lane is a private road situated in the City of Meridian, County of Ada, State of Idaho,and WHEREAS,the undersigned parcel owners are the owners or users of the Roadway Property situated in Meridian,County of Ada, State of Idaho, commonly known as Lennon Pointe Lane, and described as follows: WHEREAS,the parties desire to enter into an Agreement regarding the costs of maintenance and improvements to Lennon Pointe Lane; and WHEREAS,it is agreed that future parcel owners or users will add their signatures to this document; NOW THEREFORE,IT IS HEREBY AGREED AS FOLLOWS: 1.Vehicle and Pedestrian Access Easement. The Roadway Property shall be subject to a perpetual,nonexclusive easement for ingress and egress granting access to all the parcel owners and their occupants, agents, employees,guests,services and emergency vehicles, and those individuals appointed by the Town Board to conduct semi-annual road reviews. 2. Utility Easement. The Roadway Property shall be subject to a perpetual, nonexclusive public utility easement for the purpose of permitting above and below ground public utilities to be installed and maintained. 3. Road Commission Agent.A Road Commission Agent shall be elected by a majority of the property owners,will serve a tern as agreed to by the property owners, and can be replaced or renewed at any time by a simple majority vote of the parcel owners. The Road Commission Agent shall be responsible for monitoring the condition of the road surface and initiating maintenance activities as needed to maintain the minimum road surface standards. 4. Road Maintenance.Road maintenance and road improvements will be undertaken and made whenever necessary to maintain the road in good operating condition at all times and to insure the provision of safe access by emergency vehicles. A majority vote of parcel owners is required for any road improvements and to accept the bid for any road improvement contract.Before authorizing expenditures for future road improvements,parcel owners will be notified by the Road Commission Agent,cost estimates will be provided, and a majority agreement will be required. If any parcel owner performs improvements,maintenance,repairs or replacements without the approval of the other lot owners prior to performing such work,the lot owner performing such work shall become liable for the entire cost thereof,unless such work is deemed an emergency. However,where emergency repairs are necessary as more particularly noted in Paragraph No. 13 below,neither majority vote nor prior approval is necessary before making such improvements or undertaking such maintenance. 5. Parking.For the safety of the residents,no machinery,trailers,vehicles or other property may be stored or parked upon the Private Road except parking of vehicles for limited periods of time(not to exceed twelve hours). 6.Cost Sharing.Road maintenance, snowplowing and road improvement costs shall be shared on a pro-rats basis between the parcel owners sharing access to the above mentioned road. Each parcel owner's share of costs incurred shall be determined as follows: Pro-rated cost share will be based upon the percentage of roadway extending from the start of the Private Road to the intersection of each driveway where a residence exists, or to the midpoint of a property frontage that is adjacent to the roadway when a residence does not exist. The Road Commission Agent shall provide the Town an updated copy of the cost allocations at any point that changes are made to the cost allocations. 7.Prepayment.Prepayment of maintenance, snowplowing and improvement costs will be made to the road maintenance account by each property owner.Annually, on or before a date as specified by the Road Commission Agent, each parcel owner will contribute their pro-rated share of the estimated annual cost for road maintenance,road improvements,and annual snow removal. The Road Commission Agent shall send each parcel owner a two week notice of the annual payments due. S.Definition of a Parcel.A parcel is defined as a land entity having a certified survey map (CSM), a platted subdivision lot number, or a parcel identification number in the case of unplatted lands. Each parcel is assessed and granted(1)vote regardless of the number of owners. If a parcel is owned by more than one person, all of the owners of the parcel will colloctivoly bo rcferrod to w the"parcel owner"for purposes of this Agreement, and will be entitled to one collective vote(i.e. each parcel represents one vote in the matters covered by this Agreement). 9.Future Parcels.Any additional parcels gaining access to the Private Road by way of splitting existing parcels will be bound by all terms and conditions of this agreement, and will be required to pay that portion of the maintenance, snowplowing and improvement costs incurred after the split as determined using the formula contained in Paragraph No. 6 above. If any additional parcels are created after the original Private Road Maintenance Agreement is signed,the new parcel owners must also sign the agreement.When a parcel is being sold on a land contract,the land contract vendee shall be deemed the owner of record. 10. Snow Plowing.The Private Road shall be snowplowed so as to permit year round access. The cost shall be shared by the parcel owners as indicated in Paragraph No. 6 above.Individual driveway snow plowing, if desired,will be invoiced to the parcel owners directly by the snow plow contractor. 11. Checldng Account.The Road Commission Agent shall establish and maintain a bank checking account with a local bank, and will prepare and distribute to the herein affected parcel owners an annual income and expense report and a yearend balance sheet, accounting for all funds received and disbursed. 12.Annual Road Reviews by Town.A Private Road serving 3 or more lots or parcels shall be part of the Town's annual road reviews. The adjacent property owners will be notified of any observed improvements needed on Private Roads, and improvements must be made by the residents on the Private Road. If the improvements are not made within 2 months from notification(or within a time frame otherwise agreed to by the Town Board),the Town will make the improvements and bill the work to the property owners.The cost will include both the Town's expenses for staff time and the contractor's expenses for the actual road improvements. The costs must be fully paid within 2 months from the date of the invoice(or within a time frame otherwise agreed to by the Town Board). If the costs are not paid by this time,the Town will certify the costs (including both the construction and administrative costs)to the County tax roll, for all residents living on the Private Road. 13.Emergency Repairs.If the Town is made aware of emergency safety conditions on a Private Road,the Town will attempt to reach the Road Commission Agent and request that the necessary repairs be completed immediately. However,if the Town is not able to reach the Road Commission Agent,the Town has the authority to make emergency repairs as needed without further notification of the residents on the road. In such cases,the property owners will be notified after the repair of the cost and amount due from the residents, as well as the reasons for making the emergency repairs. The schedule and process for reimbursement to the Town will be as described in Paragraph No. 12 above. 14.Effective Term.This Agreement shall be perpetual, and shall encumber and run with the land as long as the road remains private. 15. Binding Agreement. This Agreement shall be binding upon the parties hereto,their respective heirs,executors, administrators and assigns. 16.Amendment.This Agreement may be amended only by a two-thirds majority consent of all parcel owners. 17.Enforcement. This Agreement may be enforced by a majority of parcel owners. If a court action or lawsuit is necessary to enforce this Agreement, the party commencing such action or lawsuit shall be entitled to reasonable attorney fees and costs, if the party prevails. 18.Disputes.If a dispute arises over any aspect of the improvements, maintenance,repair or replacement,a third party arbitrator shall be appointed to resolve the dispute.The decision of the arbitrator shall be final and binding on all of the lot owners. Contact information for local arbitrators can be obtained through the American Arbitration Assocation. In selecting a third party arbitrator, each lot shall be entitled to one vote, and the nominee receiving a majority of the votes shall be the arbitrator.All parties shall share in the cost of any arbitration. 19. Notices. Parcel owners under the Agreement shall be notified by mail or in person. If an address of a parcel owner is not known,a certified notice will be mailed to the address to which the parcel owner's property tax bills are sent. 20.Invalidity. Should any provision in this Agreement be deemed invalid or unenforceable,the remainder of the Agreement shall not be affected and each term and condition shall be valid and enforceable to the extent permitted by law. 21. Other Agreements.This Private Road Maintenance Agreement replaces all previous Private Road Maintenance Agreements regarding the described Private Road. 22. Town Road and Driveway Ordinance. The Private Road shall be constructed and maintained in accordance with the Town's Road and Driveway Ordinance. 23.Disclaimer by Town.It is understood and agreed that the Town,the Town Board, the Plan Commission and the agents of the Town shall not be liable or responsible in any manner to the developer or the property owners along the road, or to their contractors, subcontractors,agents,or any other person,firm or corporation, for any debt, claim, demand, damages,action or causes of action of any kind or character arising out of or by reason of the activities or improvements being required herein. 24.Recording This Document. Original and amended copies of this document, including added signatures, shall be recorded and provided to the Town Clerk by the Road Commission Agent. Signed, ® LRv- eve% tf; Andrew Wheeler From: Joe Bongiorno <jbongiorno@meridiancity.org> Sent: Thursday, September 23, 2021 6:43 AM To: Andrew Wheeler;Joseph Dodson; Bill Parsons Subject: RE: Document Uploaded for H-2021-0071 - Lennon Pointe Community - AZ, CUP, PP Sounds like you need to submit the private street application. Once everything is submitted, I approve along with the rest of the team. Joe Bongiorno CFI, CFEI Deputy Chief—Fire Marshal Meridian Fire 33 E. Broadway Ave.,Ste. 210, Meridian, ID 83642 (Direct) 208-489-0458(Cell)208-936-9554 >K DIA Dedication-Loyalty-Tradition All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request unless exempt from disclosure by law. From:Andrew Wheeler<andreww@tpchousing.com> Sent: Wednesday, September 22, 2021 IS8 PM To:Joe Bongiorno<jbongiorno@meridiancity.org>;Joseph Dodson <jdodson@meridiancity.org>; Bill Parsons <bparsons@meridiancity.org> Subject: RE: Document Uploaded for H-2021-0071- Lennon Pointe Community-AZ, CUP, PP External Sender-Please use caution with links or attachments. Joe B., I wanted to confirm that you are proceeding with providing a review and written approval of the proposed site plan. Do you have an estimate on when that may be completed? Thanks, Andrew Andrew Wheeler EG DG Group Architecture PLLC 430 E. State St. Ste 100 Eagle, ID 83616 Direct Office: 208-908-4864 Cell: 208-890-8669 Visit our Facebook Page From:Joe Bongiorno<jbongiorno@meridiancity.org> Sent: Wednesday, September 22, 2021 2:28 PM To:Joseph Dodson <Idodson@meridiancity.org>; Andrew Wheeler<andreww@tpchousing.com>; Bill Parsons <bparsons@meridiancity.org> Subject: RE: Document Uploaded for H-2021-0071- Lennon Pointe Community-AZ, CUP, PP Thank you Joe. Joe Bongiorno CFI, CFEI Deputy Chief—Fire Marshal Meridian Fire 33 E. Broadway Ave.,Ste. 210, Meridian, ID 83642 (Direct) 208-489-0458(Cell)208-936-9554 Dedication-Loyalty-Tradition All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request unless exempt from disclosure by law. From:Joseph Dodson Sent: Wednesday, September 22, 2021 2:25 PM To:Andrew Wheeler<andreww@tpchousing.com>; Bill Parsons<bparsons@meridiancity.org> Cc:Joe Bongiorno<jbongiorno@meridiancity.org> Subject: RE: Document Uploaded for H-2021-0071- Lennon Pointe Community-AZ, CUP, PP Andrew, The application is not moving forward at this time, no. Our checklist should probably be more specific but the maintenance agreement does not have to be notarize or recorded at the time of submittal but the draft agreement is required. In addition,the fire department"written" approval should have also been obtained prior to application submittal by reaching out to Chief Bongiorno and getting his consent to move forward via an email. He does not send formal "approvals"for these so much as receives the request prior to application submittal and sends an email saying it is ok for submittal. Another component is the applying for the application online which was not done; having all of the checklist items is not sufficient, unfortunately. Please log in to the Citizen Access Portal to "submit"for the Private Street application as Bill noted below. 2 Thank you, Andrew! Joseph Dodson I Current Associate Planner City of Meridian I Community Development 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.884.5533 AI(E I D�� Built for Business,Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request unless exempt from disclosure by law. From:Andrew Wheeler<andreww@tpchousing.com> Sent: Wednesday, September 22, 2021 1:25 PM To: Bill Parsons<bparsons@meridiancity.ork>; Mindi Smith <msmith@meridiancity.org> Cc: Kimberley Tabarini <ktabarini@meridiancity.org>;Joseph Dodson <idodson@meridiancity.org> Subject: RE: Document Uploaded for H-2021-0071- Lennon Pointe Community-AZ, CUP, PP External Sender-Please use caution with links or attachments. Thank you Bill. We are working to get the maintenance agreement and fire dept. written approval. Can you confirm if our package is being moved forward, or is this application keeping us in the pre-screening phase? Hopefully we are able to move forward, as items other than the maintenance agreement and fire approval are provided in our main package. Fire should not be an issue, as this is the same layout that was presented on our pre-app. meetings with no issues from Fire. Thanks, Andrew Andrew Wheeler DG DG Group Architecture PLLC 430 E. State St. Ste 100 Eagle, ID 83616 Direct Office: 208-908-4864 Cell: 208-890-8669 Visit our Facebook Page 3 From: Bill Parsons<bparsons@meridiancity.org> Sent: Wednesday, September 22, 2021 11:43 AM To: Mindi Smith <msmith@meridiancity.org>; Andrew Wheeler<andreww@tpchousing.com> Cc: Kimberley Tabarini <ktabarini@meridiancity.org>;Joseph Dodson <jdodson@meridiancity.org> Subject: FW: Document Uploaded for H-2021-0071- Lennon Pointe Community-AZ, CUP, PP Good Morning Andrew, I am sending you this email to inform you that the City is in receipt of your application submittal. Since your are proposing a private street segment as part of your subdivision design, you will need to submit a concurrent private street application.Attached is the applicable checklist that details the submittal requirements. I have also assessed the fee for this record, so you will need to go into the portal, find the application above, pay the additional $198.00 fee and upload the required documents. Thank you, Bill Parsons,AICP I Planning Supervisor City of Meridian I Community Development Dept. 33 E. Broadway Ave., Ste. 102, Meridian, Idaho 83642 Phone: 208-884-5533 1 Direct: 208-489-0571 (fE I I� Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention,and may be released upon request unless exempt from disclosure by law. From: noreply@meridiancity.org<noreply@meridiancity.org> Sent:Tuesday, September 21, 2021 4:40 PM To: Bill Parsons<bparsons@meridiancity.org>; Caleb Hood <chood@meridiancity.org>; Kimberley Tabarini <ktabarini@meridiancity.org>; Mindi Smith <msmith@meridiancity.org>; Planning Applications <planningapplications@meridiancity.org> Subject: Document Uploaded for H-2021-0071 - Lennon Pointe Community-AZ, CUP, PP A document has been uploaded through ACA for planning record H-2021-0071- Lennon Pointe Community-AZ, CUP, PP. Please take any necessary actions. 4 -BO U1VDA-H Y T0.P0 G_HA.P l llC MA-P FOR DG GROUP ARCHITECTURE PLLC. L YING WI THIN GO VERNMEN T L 0 T 4 OF SEC TION 1, T 3N., R. 1 W., B.M. CITY OF BOISE COUNTY OF ADA STATE OF IDAHO —tr tr EP Er_Lff—EP EP EP EP EP EP EP SECTION CORNER —EP EP�Ep—EP I\ , - EP EP EP EP EP EP EP EP EP EP EP EP EP EP 3 1/2" BRASS CAP EP CP&F Na 109109699 EP 2570 jp0Mw BASIS OF BEARING ��2 �/ 1/4 CORNER 529135 36 T.4N., R.1 W., B.M. � - 25� 2 �c�I 3.25" BRASS CAP - - - - - - _ _ _ _ 1 S 88 43'02" E 2662.34' - _ 0 36 CP&F No. 2 M 1 T3N., R. 1W., B.M. -�_ _ - _ _ __ _ _ - - - - N 666.54'. M M -'(Mom- ' 2017-120066 O ' ti',`�� .; `' ° . USTICK TICK RD. �U/ 7� OT—r Pl 1995.80 PLS 2570 SECTOR � � ( - � 12087 BOX �1 P EP_ P� � �N�E� EP - s.=aL1C 's� EP EP EP ` _ ° a EP EPEll EP EP EP EP EP EP d3 d3 E J Q Q°43,0�„ EP Fy EP P EP _ EP UU o A573.51' EP EP �P EPryl 5291 12" PVC INV ER ° \ CHISELED X W ELEV.=2568.70' �� 12" PVC IN MA NAIL PLS "�` o SECT �q- � 60 - ELEV.=2571.52 -'4� M/N/ ZO AULT LEV.=2570.71' BOX ��P/ f�'� ELEV.-2569.32' Z�NRj` M�9� F�0e X ""8 C52 LLC. 0 20 40 80 12" CONCRETE INV F�• gNCE C'0 yq W. USTICK RD. I ELEV.=2569.45' Z w PLS 0 HEAD �� 9iQD I 1" = 40' #' W 529' GRASS ��� GRASS 36118, C NCRETE >;; a w SPIGOT A AI a � ER O / RETAIN/NG , W ry �S 5/ ' ` �g �O 24" o �� ° O WALL LEGEND a 9�,,�� `��,J/'2„ 4- 24" o I I HEADGATE o I p avl' LINE /ABLE BOUNDARY LINE W I o� C' s� -f W ` - - - - - - SECTION LINE i w TgD 9F xSq�C,� 24" ° o 8 60" — I N �� LINE BEARING DISTANCE 12" PVC INV cn W ti PARCEL LINE w sq C) ELEV. 2570.77 o ccn Cr_W 24" w a GRASS N Q'' CENTERLINE �,� L1 S 00° 1 6 58 W 45.00 w x GATE 1 r 48 I �� L2 N 89°53'56" E 17.00' x x x x FENCE i - 36" q , „ , EP EP EP EP EDGE OF PAVEMENT w ' �x r r SPIGOT IZPUMP3..,,, xo 48" L3 N 45°37 35 E 48.99 OVERHEAD UTILITY eR—� HOUSE HOUSE °p OHP OHP OHP OHP �.. w x - �:�.- � � II � °; L4 S 89°58'57" W 74.00' a TOP TOP TOP TOP— TOP OF SLOPE w I 60 NO i TOE TOE TOE TOE TOE OF SLOPE x DIRT ti DRIP LINE ER w — -c��- DECK I s EP � � ° I ER ER ER J 36 ° f EP .- i A x ER o I P 1 °a W. PEBBLESTONE DR. CONCRETE COMM T / HE x W w O N VAULT SPIGOT I i 1515 W. USTICK RD. av~� BUILDING I w \ 383.404E S.F. (/ I FLOOD ZONE w o N x x x—o- x� x x x x 2s'' a.8o2f Ac. o EP MAPPING NOTES GATE x x x x P S FOUND 3 1/2" BRASS CAP o '� N o I 11 8 cs2 LLc. 1. ELEVATIONS BASED ON NA VD 88 MONUMENT IN ASPHALT, OR AS NOTED i w s� W. PEBBLESTONE DR. w of o 1 � FOUND 2" ALUMINUM CAP p I VERTICAL DATUM. IN ASPHALT a 3 d ' 1. PROPERTY INCLUDES FLOOD ZONE "X" & • FOUND 5 8" IRON PIN, w / w dol \ FLOOD ZONE AE, PANEL 0143 J, MAP No. WITH PLASTIC CAP, AS NOTED ��roE To ` 12" CONCRETE INV 16001 CO143J, EFFECTIVE DATE 0611912020. • FOUND 1 2" IRON PIN ELEV.-2569.47 I / w TOE p HEAD CA TE AARON J. QUEEN WITH PLASTIC CAP, AS NOTED w I o BM \ \TOE HEADGA TF �'� I 3111 NW 13TH ST.. 2. THE UNDERGROUND U TILI TIES SHOWN O SET 5/8' IRON PIN WITH I HAVE BEEN LOCATED FROM FIELD SURVEY a a I� of \� 2�' 12" PVC INV ^ INFORMATION OF VISIBLE UTILITIES AND 2" ALUMINUM CAP, PLS 11463 W 30, � � � � �o Gam, � ELEV.=2570.44' o BM w o 1/2" IRON P/N 301 \ a Z MARKINGS BY DIGLINE UNDERGROUND ♦ BENCH MARK I ELEV.=2569.70' 301 To \ C,y I L OCA TION SERVICE. THE SURVEYOR MAKES Ld ss SANITARY SEWER MANHOLE o w I 1\ i�, p NO GUARANTEE THAT THE UNDERGROUND so \ \° \ 07 UTILITIES SHOWN COMPRISE ALL SUCH STORM DRAIN MANHOLE �`�� T HEADGA TE x 5 UTILITIES IN THE AREA, EITHER IN SERVICE aDDdOl d01 �' IRR/GAT/ON MANHOLE I �- dol dol \ �S KIRK DAV/D STEVENS Q OR ABANDONED. THE SURVEYOR FURTHER w i W e \ 12" CONCRETE INV 3093 NW 13TH ST. m MANHOLE o o top Top T °o ELEV.=2569.47' d I Z DOES NOT WARRANT THAT THE x LO V) UNDERGROUND UTILITIES SHOWN ARE IN THE W E I I I \ IV, EXACT LOCATION INDICATED ALTHOUGH HE g+ IRRIGATION CONTROL VALVE a w HEADGATE Y DOES CERTIFY THAT THEY ARE LOCATED AS M WATER VALVE a o 1 RR/GA TIO Q -`- W w I I \ �Z� ACCURATELY AS POSSIBLE FROM ucruRE x UTILITY POLE W Ia a\ INFORMATION AVAILABLE. THE SURVEYOR TR TELEPHONE RISER a o \ 12" CONCRETE INV \�o \ H D E �U HAS NOT PHYSICALLY LOCATED THE w = �� \ \ ELEV.=2570.27' \ dol Z UNDERGROUND U T/L/T/ES. ELECTRICAL JUNCTION BOX W I I I � a ✓ \ ]y _TOP P x EDER N. �� r SIGN `_A w N W o �o \ of �\ 0 3075 NW \ HEAD 1 WE 3. THERE IS NO EVIDENCE OF PROPOSED X CHANGES IN THE STREET RIGHT OF WAY 0 GATE POST i o w I \\aO �\� �G' ` \ \ U LINES. GAS MARKER w o 00 F A \ \ 12" CONCRETE INV ,� I I o�F��9 ° \ 0�� \ \ \ ELEV.=2570.75' x WORK4. DENCE OF RECENT WAS OBSERVED ALONG TTHE OVING T COMM MARKER W `ram°� \ \ \ SOUTHERLY BANK OF THE KELLOG DRAIN. WA TER MARKER o o � 12" ® CATCH BASIN w \ TOF 2s6g JOHN BI TLER° A \ (D �, ` 3055 13TH S , 0 3 DECIDUOUS TREE W i W.C. WI TNESS CORNER OO I I \\ ' \ a L2 PLS �S a W PLS - 5291 °.� .�o r GRASS ,o w o 52 � F CIO w 1 \ �00 \ of JORDAN LEACH REFERENCES I o HEAD TE \ Q\ \ \ 09 3039 NW 13TH ST. R 1 = CREA SON CREEK No. 2 SUBDIVISION a i 57 BOOK 119 OF PLATS, PAGE 18301 �d 4- R2 = CREASON CREEK No. 1 SUBDIVISION I e o °1\ X o� cy BOOK 112 OF PLATS, PAGE 16486 R3 = RECORD OF SURVEY No. 8705 I \ Z TOE R4 = RECORD OF SURVEY No. 8184 0 ` ------------ 0 0 \ G \ `� � dot w 7� Z� I ` \ 0 2s6g - - 6» $ Ln W 5 ' GRASS Z �O� RECE- d x � STF OM I \T \ EARTy w I o li/j BRIAN'1 DE LA MOTT I O \ \ \ oRK '4RE,q oE_ of 3021 NW 13TH ST. Nathan J. Dang, 11463 � w 10 �\ - � \301 � d � X BASIS OF BEARING W o 2 0 \ \ 1 dol P.L.S. 11463 �' Pip S 88 43 02 E BETWEEN FOUND I Z\\ \ aol aol doi — OF �0 MONUMENTS AT NORTHEAST CORNER I I W coNc TE ° ° X q PSG ZONE AE w � CUL VE T I � � \ o, ° OF SECTION 1, AND THE 114 CORNER 12" COMMON TO SECTIONS 1 AND 36. 1 2" IRON PIN N GRAS 18" ZONE X \ ELEV.=2569.36' 2569 X STEPHEN A. TAYLOR TI : I10 \ I 3003 NW 13TH ST. I a W.C. y o PLS S ----------- pt�T m L4 o O ° r TOP TOP TOP TOP —'fOP -- TOP TOP GAP ° J JJ '� _ 111 2570 I' W C. ♦ p Q p - -- ACCU�TE JOB N0. ' - ,.- TOP N 88 59 01 W 590. 7(J'_ a EP +" d01 - -` d01 d01 idol Ol d( do- Q� ti _ 21 180 a � u �= a �\ \ �,� SURVEYING & MAPPING DRAWN BY: 1/4 CORNER � Q o � CREASON CREEK �i � � r 3 1/2" N .~ \\, \ !� SUBDIVISION N a 0 Q ,! r-- z o # BRASS CAP I CONCRETE 1 1602 W. Hays Street 306 PGL2 Z Y MR ^" S-EPJ�: MRH HOMES INC. Boise, Idaho 83702 CP&F No. CUL VERT CS2 LLC. MRH HOMES INC. � o a. 1422 W. TUMBLE CREEK DR. 108044955 PLS I W. TUMBLE CREEK DR. Z Q w 2984 N. ZION PARK AV I 10561 UNPLATTED 2987 N. ZION PARK AVE. w (208) 488-4227 SHEET: a f F R V I www.accuratesurveyors.com 1 of 1 o REVISIONS Preliminary Plat For ]Lennon Pointe y situate in Government Lot 41 Section 1 Township 3 North, Range 1 West, Boise Meridian N Cityof Meridian, Ada County, Idaho Y _ 2021 0 SECTION CORNER EP � EP EP COPYRIGHT©BYDG GROUP 0 20 40 8 ++ 3 1/2" BRASS CAP EP EP EP EP ARCHITECTURE PLLC SCALE: 1 =40 CP&F No. 109109699 EP EP COPYRIGHT DATE LEGEND PLS 3F 36 25 BASIS OF BEARING �2 S 1/4 CORNER 5291 T..4N., R. I W., B.M. 25�1 , „ 25 0J.25 09/16/21 Subdivision Boundary Line 2�C,7) T.3N., R. 1 W., B.M. S 88 43 02 E 2662.34' �� 36 CP&F BRoASS CAP Section Line O 666.54' LJ 2017-120066 TCDRAWN BY - - - - - - - - Lot Line T �l D p M 1995.80' PLS Building setback Line 2570 r SECTOR UST1 C 1 D• 1 12087 PROJECT# BOX Centerline FP FP JO GS020-06B EP FP EP - Fence © s` ' - d� M $ 88°43'02" E 573.51F. EP L- ° ° a -EP EP EP EP Edge of Pavement \ � 263.51L a s �j 829� - - - - - - - 12'-2VL ILLY_ - _ r` UTILITY EASEMENT o - i d - - - - - �n MAG NAIL 310.00 NtroAl -R/w R W -OHP OHP OHP OHP Overhead Utility CHISELED X / I ELEV.=2568.70' - 60» N t2`''�V�l - - - - - - - - - - M/ P / LEV.=2570.71' �SEGT ELEV.=2569.3 N ELEV=257f.T2� - - - - - - - - - / �p 118 AULT -AP-AP-AP- Private Road Easement . BOX L L L Q �P ° LANDSCAPE BUFFED F4 X CS2 LLC. LPL LgNO L L L L Landscape Easement ° /� L'� '� c&B 6° �L L L o� y d W. usricK RD. CERTIFICATE OF SURVEYOR ��o s PLS �0� HEAD ELEV.=2569.45' L L L , 4�?" G�s rER G � � I, Ronald M. Hodge, do hereby certify that I am a Registered Land Surveyor Drip Line 52911 GRASS �� �`' �' licensed by the State of Idaho and that this preliminary plat of Lennon Pointe, w �P GRASS 36 C NCRETE o w G AVER was drawn from an actual survey made on the ground and accurately 8575 Concrete SPIGOT ° - I o /NG represents the point platted thereon -J ��9 ° ° I WALLS p p p FOR INFORMATIONAL � y P� Building57 I �O 24 ° O . 1 PURPOSES ONLY O TF OF �� O ti w 12 HEADGATE I ivy C ORIGINAL SIGNED BY: �'9� NOS - Flood Zone �p� 9� 62600 S.F.¢" ° I N I o RONALD M. HODGE, PLS M Proposed Utilities w o 9F y ° Ln /y (n r, ,,, o 09-17-2021 w I I cy ti 24" 60" I 0 12" PVC INV I z LLJ Ronald M. Hodge PLS 8575 SS Sewer L`' cF J Y c i ON FILE AT THE OFFICE ELEV.=2570.77' 1 Ln LV THIS DRAWING CONTAINS INFORMATION WHICH IS THE ST ST Storm Drain n I J 1 Q Q J OF FOX LAND SURVEYS. PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO II 24" Q. /\ / G S 30 I m UNAUTHORIZED REUSE OR DUPLICATION OF THESE ° ° e � _`//// PLANS OR ANY INFORMATION CONTAINED HEREIN W W Water GATE ° 48 �' WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS 36» w N 48673 S.F. L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR '�+� � I ■ L� 0 1 U�y CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. UGE UGE Power r-i SPIGOT 8 GAS GAS Gas w DO 00I O USE IRR IRR Pressure Irrigation I J 6, F-0 Communications w 1 W D �5 81'96 NO R w R w _ c,9 � I DIRT I � � � � AP N Jll I �136�o DECK N P`P - �. Found 31/2"Brass Cap w o� w I E R II Monument in Asphalt, or as Noted w F I E 0 III - - - - - P,o w COMM J 179.03 -W. PEBBLES TONE DR. T� Found 2"Aluminum Cap O VAULT ° ? I SPIGOT 1515 W. UST/CK RD. o) in Asphalt N 1 I "� AP � - AP • Found 5/8"Iron Pin 10' ■ a >7 8.802f AC. p� L6' 82.24' With Plastic Cap, as Noted ^ LO I GA TIE , �,�' 13 , R W R W R/W N. c� I RF106.68 IRR I R -92.83 S • Found 1/2"Iron Pin w �~ I F-O F-O -295.43'- F- rn - - - N '� - - 11 8 CS2 LLC. with Plastic Cap, as Noted w ►\i - I - - j - - - - F-O Q�" _ - W. PEBBLESTONE DR. O Set 5/8"Iron Pin with O I I I O 2"Aluminum Cap, PLS 11463 I 1 104,205 S.F. i \ M 3504 S.F. -m m 3183 S.F. �M +eM Bench Mark Z ^ I i I - - 106.00' - r `" 97.00' z w �1 I - - 132.00 , r 12" CONCRE INV 104,205 S.F. 0 W NOTES 0 o - I I - ss Sanitary Sewer Manhole w ^_ O Jq 28 �� �'-�'���9.4 7 0 0 w O r BM W J o 7 ( �� N t� H OGATE��=/ AARON J. QUEEN 1. This 0 sD Storm Drain Manhole ° LU M 93.80 2862 S.F. cv 2619 S.F. 13 3111 NW 13TH ST. property falls in Zones AE & X of the Flood Insurance Rate Map No. 16001C0143J = O LL r4 3857 S.F. M O' _...,_.. 12' 20' Q Z O I D ,,, o _ _ - - -_ - - with an effective date of June 19, 2020. o C Irrigation Manhole I °° 120.21' _ - 18 - - 0 _. 00 LU I I a - o o \ 3240. "' 27 o I `�� oEV. 2570.44' 10 2. This subdivision will receive irri ation water from the Nam a Meridian Irri ation J - Y } 0 Manhole I 1/� RON PlN ,n! O o 0 3 In Z g p g Q Q w N I ELo% 2569.70' o0 6 0 - , - 2862 S.F. - - District and the City of Meridian. The pressurized irrigation system system will be J ' cv lV 2619 S.F. Z Q g Irrigation Control Valve w I = 1 a J 06 3360 S.F. o _ 10O I - - - C -I W Z _ = z 0 o J r4 ni o < W 2 � maintained and operated by the Homeowners Association. 0 DQ Water Valve I I 120.00' N o 17 LU II 25' - N 2916 S.F. o H GATE 26 0o I I o A I 4 I LU O j 3. Domestic and fire protection water shall be provided by City of Meridian. L1J ? Utility Pole s '"� � - - - - - - - - - - <� I\I � a 2 I 5 0 �r - - _ -- - - j/ 2862 S.F. N L N 111 2619 S.F. �S KIRK DAVID STEVENS Q cr O TR Telephone Riser - T2"Z077CRETE717 - - - - - - - - - - - - - - D � UQ - o - - - o j ^ I 3093 NW 13TH ST. 0� 4. Sanitary sewer collection shall be provided by the City of Meridian. 0 X I oo I't �i I 16 - - - - - - ^ l I - - 3360S.F. - N o LEV.=2569.4 -_ _ _ - - - - - - - - Electrical Junction Box w I W ^ \ d U U LU w n I J C N 2916 S.F. 25 o W o 5 d' 5. Storm water run-off generated on this site shall have a quality control treatment prior U a a Sign ,� I < o Z I ATE I� Y to being conveyed to onsite storage facilities. w Z w ~ I 4 0 2862 S.F. C14 , 1 N 2619 S.F. IRRIGATlO _ _ W g y g 0: Z ❑■ Gate Post I N I I 33O• M Q , W I 00 15 I - - �� / W - - ~ O Q 0 Gas Marker I - - J- N 2916 S.F. 24 " CON E /NV:O I Ib H D U 6. Landscaped common areas are located throughout the project and are identified on = o a a - - _ _ _ _ _ _ �EV.=2570. Q W Q o 6 the landscape plan. These areas shall be owned and maintained by the Homeowners (� r U > T Comm Marker LIJI LIJ I 3 o I I I1�1 - 2862 S.F. N , B N u�2619 S.F. Association. I of \ 0 W Io - - _ _ - - - - - Q_ - - - EDER N. SANTANA ? zz < w Water Marker 3360 S.F. c.l (;- o - o - - - - 3075 NW 13TH ST. Q Q O ¢ O w I \ 14 I I 23 o Q r r'DGA E 7. Lot 1, Block 1 and Lot 13, Block 2 are common lots and well be owned and maintained _ N z Y ® Catch Basin o II I \ O U O �N 2916 S.F. - - O 0 I ;� I o �''� by the Home Owners Association. �- w ( x a z o �` \ I \ O2 - Q 1 2862 S.F. 1714 C., 2619 S.F._ 1 v cr co a 0 = C 2 Deciduous Tree - - - - CC,"J'.4;t I L IN v H 06 �, f \ o o U W 8. The private road easement shown hereon will also serve as a utility easement. Q v) LL Y I 4080 S.F. O 13 �=75 7�75 - - 0 - 0)W.C. Witness Corner w J \ � O \ I - w = r- w O� cn 1 I� 2916 S.F. o a o 00 N Q Q O Z 22 0 �I o Og ;� 9. Building setbacks and dimensional standards shall be in accordance with the City of < o N a a_ _ �- - 00- I \\ \\ 120.00' O r - - - - - - '2- - - - - - 2862 S.F. - - N - m N - 2619 S.F. - - ri Meridian standards in effect at the time of the subdivision. U) o - - _ - - - V W J L _ - - - - - - - Z ' - - - - - � JOHN G. 111.09'R 007co00 O \\ ^ � 12 I 1 3055 NW 13TH ST 10. Contour and spot elevation data is referenced to NAVD88 Datum. co a J 2916 S.F. o o m 4 W ---- PROJECT ADDRESS I 0 I \\ \ \ Q' N - - I 21 I 4 I W I W M -per \ \ \ D ,, 2862 S.F. N cv 2 2619 S.F. 1515 W. Ustick Road, Meridian, ID 83646 0 \ PLS 17.001\2f1 J\ 60 �P\� \\ J CJ 0 11 ° - - - - I N, W I Sao- - BASIS OF BEARING 52 yi �o �� 33485.F. 20 0 ' o - - The basis of bearing for this survey was established by GPS techniques, Q DEVELOPER/APPLICANT \ I\ \\ ��PS��� ��j 9F - M = ` 1 8.00' zs6O -o o M 10 projected to the Idaho State Plane coordinate system, NAD 83 datum, West o_ - _ - - c., r4 L 2619 S.F. �JORDAN LEACH zone. All bearings shown are on rid azimuth and all distances shown are at � The Land Architect HE DGAT - - - _ _ _ - - - O 3039 NW 13TH ST. g g w \ o I \ - - - - - - - - - - - - - �'� ground. Refer to the drawing for the specific line and monuments used. 141 N. Palmetto#1731 w \ 1 � / p � o F 11 9 Eagle, ID 83616 5 \ I \ 1o4O.F. \ I I o 19 I 10 m 261\ G�F W Andrew Wheeler I \ I O8 O9 10 o I I�., Ln 9 f 208.890.8669 \ \ I _ 4 4452 S.F. M W 97.00 I �O2 N N BENCHMARK NAVD 88 andreww@tpchousing.com \ > I M I I I 0 ^ o _2 ( ) N I I °I 105.80 o 12 0 - �F` ��- The reference benchmark for this survey is the National CORS Network, �� ni "/ 3223 S.F. m elevation brought to site via static GPS observations and processed using the ENGINEER �, \ �s I J \ \ - m "' National Geodetic survey "opus" utility and post processing software. \ Lr) 1 \ - ,,�ti; rV - 100.24'- - - nn Western Consulting Group PLLC Z� "� Lri \ GRASS P L� 3527 S. Federal Way, Suite 103 �� \ O 25 \ O �, _ / rl 29.0'0 22.00 30.00 = G Boise, ID 83705 y O W / O � \ - - � l'� _ _I � 1 BRIAN S. DE LA MOTTE Kurt Norell w J// _ I 60Q'p`b� 13 3021 NW 13TH ST. 208-860-8262 C �PSON��N� yo `\_ 00 . kurt.norell@wcgid.com Z\ c� �ps� AP AP 12 352 S.F. I O CONC ETE 1 _ \ \ 1.99, - - SURVEYOR CULVET I - - - - - -,- - - - - - - - - - - - - - - - - - - - / �titi - - m - - - - -n� -58.00'- - - - 58.00'- - 62.50' - FOX Land Surveying = 1/2' IRON PIN N \ \ 25 9 13 680 S. Progress Avenue, Suite 2B O s ELEV.\2569.36' r, 0 0 16 0\ 15 0 14 W o 104,205 S.F, r.., o o STEPHEN A. TAYLOR Meridian, ID 83642 0 � ^ o 0 3003 NW 13TH ST. 10 L - - - n N 2726 S.F. 2726 S.F. I n 2956 S.F. RonaldM. Hodge TIE. W.C. -Pt�- - - - - - - - - - - - - - w� - - - - - - - N r - Pts - 13 Y " "6 342.46' UTILITY EASEMENT - - - - - - - - - - - - - - - =757M 208-342-7957 w L4 CAP 1111ti 47.00 18 12.01' 58.00' Q 58.00' W.c. rhodge@hmh-Ilc.com °w w °' N 88 59'01" W 59 . 7 EP 63.30 10.00 - - rn U = + + L) O Utility U LAND USE SUMMARY I N_ EasementLU 1/4 COR/2 N CONCRETE /� I\ SUBDIVISION No.K2 O Q � Ln Total Area: 8.802 acres BRASS CAP ti I MRH HOMES INC. Y TUMBLE CREEK DR. CP&F No. 2 1 CULVERT CS2 LLC. MRH HOMES INC. 1422 Commercial/Retail: 12,200 S.F. 1 MRH HOMES INC. � W. Condominium: (20) units 108044955 1 � = UNPLATTED W. TUMBLE CREEK DR. I 2987 N. ZION PARK AVE. _LJZ 2984 N. ZION PARK AVE. I Townhomes: (47) units O TOTAL: (67) units REVISIONS LOT COVERAGE CALCULATIONS APPLICANT PLAN PREPARED BY: BUILDING FOOTPRINT = 132,084 SF 34.53% DG GROUP ARCHITECTURE DOUGLAS GIBSON -C29792 ASPHALT = 93,942 SF 24.56% ANDREW WHEELER 430 E. STATE ST.#100 CONCRETE WALKS =45,978 SF 12.02% 141 N. PALMETTO#1731 EAGLE, ID 83616 AMENITIES =4,123 SF 1.08% EAGLE, ID 83616 (208)461-0022 EXT.3021 PATIOS GRADE LEVEL =3,680 SF .96% (208) 890-8669 EP EP EP EP EP LANDSCAPE = 102,674 SF 26.84% ' � EP TOTAL SITE =382,481 SF 100% EXISTING PARCELS • EP � EP EP EP EP EP EP EP EP SITE A: TOTAL BUILDING AREA = 1,639 SF PARCEL#S1 201223115 ' BASIS OF BEARING LOT COVERAGE AFTER ADDITION = 32.7% 1.47 ACRES S 88 43'02" E 2662.34' MAXIMUM LOT COVERAGE =35% ZONED - RUT COPARCHITECTURE PLLCYRIGHT C)BY DG OUP 666.54' Ak SITE B: COPYRIGHT DATE • TWO-STORY PER UNIT 71995.8C PARCEL#S1201223115 09/13/21 APARTMENT BUILDINGS 7.28 ACRES ZONED - RUT DRAWNBY _ �o; ti AW Q -- EP ,ffi,.. EP EP EP EPd� EP SF88 43 (� FP FP FP ., e° 2" . 7,� 51 o EP EP EP Ef� UNIT MIX TOTALS: PROJECT# R/W Ni -_._ ,-- ---;� .. L. .._ 7 afl 4 _. SITES A-B C w �, I~ - - _ �� N � y� ` 1 COMMERCIAL/RETAIL = 12,000 SF ,.` _o CONDOMINIUM = (18) UNITS �' � N � �j � I ••r - - - R/W TOWNHOMES =(61) UNITS �' %'0100 i BLD . Al .426'-0" IITOTAL IbLDG. A21(8) CON O UNITStSE BAC RETAIL BLDG.A I �. i BIKE I i (10) ONDO UNITS SITE A1 LOT w I COMMERCIAL 9,000 SF O FE YG I � 1 III RACK (2) BUILDINGS n n n n n n n n O/tI� ItIIItII It " " " " " " " " PROPOSED ZONING = COMMUNITY COMMERCIAL i ilili li li li-4-��� U.S.P.S. I i I i I i I i I I I I t I I t BUILDING FOOTPRINT TOTAL = 12,000 SF LJLJ LJLJ LJLJ LJLJ ii ��� �_��� � Q + � q - I LJ L_! L--1 L_! LJ L_I LJ L_! LJ L_1 1 � �- L Lij ' GROUP - ITE B IRRIGATION PUMP SITE B SITE A 51 ,619 SF �o STATION (1) LOT • CID - (2) BUILDINGS 64,279 S F 1 I . 18 A o r '`N PROPOSED ZONE= R-15 THIS DRAWING CONTAINS INFORMATION WHICH IS THE I ! I 1 '-0' PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO w i 1 i o I (18) CONDOMINIUM UNITS TWO STORY EACH UNAUTHORIZED REUSE OR DUPLICATION OF THESE I PLANS OR ANY INFORMATION CONTAINED HEREIN 11 7 C 1 , 1 +1 , -� �--- --�.--N _ -,�� t = 15.25 UNITS PER ACRE WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS V I� ,—`-- L-- ---/ �3 , c L. GIBSON.THIS DRAWING IS NOT TO BE USED FOR ii O' '• CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. PUBLIC AR -_ -.._- ^= - - - - R/W -- - \ SITE C w _ c, - - - - - _ TOWNHOMES: cli 1 1 1 � ,--------�, Q �, - - /R PROJ CT SI FOR 1 I (43) LOTS ( RETAIL BLDG. B 01 3_p•, PRIVAT IVE ( N w i I Z BIO-SWALE COMMERCIAL 3,000 SF _- __ --T--- - = 7.04 UPA s) t'` - 6 ' , 7 T SPEED BUMP I O o. . . _-- ---- _ - ' __ )0+0 _ _._ —.—_��_ -- ----- - ` fir--- - -- --------- rr - -- 1 R/W �; d 9 - c, 'o o.+o.tr'o III ..o /may ---- — - - _--- _ - - PARKING LL o O r o Q 109 -- ,r-•�--�- -.� — - - -- ---- --- - I I: N - - ! I ❑❑ ( - - ' SITE A: O W - - - _ - -- / r^ -== o� j rc73 - PARKING REQUIRED= 500 SF/STALL O o o No r�� o (24) STALLS REQUIRED o� N -___ SEI;BAC 12480' 0" __« -- ra-0 E NT PARKING PROVIDED EXISTING DISCHARGE �- -- -- -��' ' - 1 11,4 J �_' ° ° ------ w ---- o___ ,- ` J L� m o = (25) PROVIDED POINT OF KELLOG r 1 g ' `-__J /__ __-__- - _-- -----_____ ; O -1 I-Q I° 1T-5" - / - -- - -- - - --- I��\\ _J -_ 4T 0" -_ ~ BIKE PARKING PROVIDED = 6 STALLS z DRAIN TO REMAIN �i t I ' /� _ _��.,_- L-"" ( ) W �.� I �! ---J --- , ❑❑ R.O.W. ,. - - O r�_, i - - --_-0❑ - -I ---- �_; -F _ - _ _---- - SITE B: 0 w LLOCG D Al EASEM , - o o ° ! \\ ! &---] r of _,_ ,_ ° J L� ° CONDOMINIUMUNITS 18 UNITS O t o _ Q - t -� ` o o_ I r�N o - PARKING REQUIRED) UNI 1 STALL PER UNIT Q Z oo �__ p r ,, o®° °®a �-. „ 32' 0" - o v®° Q - I. N - 1 tr L�-�' 2 C3-J L�-, Off] o �,_.• --- ___.-__-__ =GUEST: 1 STALL PER 10 UNITS U - ~O _ ram= ° iSIT °o°Lu j m_� 2 m' °o° O = (20) REQUIRED J Q I O -Jj � �=.--;:�- - —---_- - =� 5,8 h FI -J _• - e1, I L~ - Cii_ �s PARKING PROVIDED = (18) GARAGE _ o zo _-J r�n _ e - ----- -.� � - - ------ -- = (23) SURFACE LL I- m L N ° 6, 1 Q -` - - - - ---ter ( __ •- - - ? = (3) ON-STREET LU 0 z0 z (3 w - �--- r� 9, ] ®° _ I I r- TOTAL PROVIDED - (44) STALLS a -facn -� ° o cm 2 � N ol° BIKE PARKING PROVIDED= (12)STALLS wn p O co - 22'-6" 30'-0" --- L� \� N I , R.O.W. r �� o®° °®a _• J LOg' Qom° O - � - _ I - -...- O SITE C: U w _._. _-.. 01 L " o [� J L�y m' ��] o TOWNHOMES: (43) LOTS U Q Q 6_0"V NYL FENCING i _--� ' - _ ! I !I j _--� ram_ I° V� PARKING REQUIRED =4 STALLS PER UNIT LL.I L� �� � I� � 'I-- - ------- --- -- - I -- �-' z w � GUEST: 1 STALL PER 10 UNITS or z , I ---J rw-- i ! I I - - --- �., o �9;-r -_._._ - _ ------t- _ (172) STALLS REQUIRED = Q > �•` I\ 1 c 1 rp o ° ! i - - _ (5) GUEST STALLS o ¢ Q vi r� = 177 STALLS REQUIRED U r c.) > w w _ r� Q ] ; F_ Q Z F0 oo ° q °®° --J _ LO °®° I PARKING PROVIDED - GARAGE+ DRIVEWAY PARKING+SURFACE a D Z ' O� :.�=i --------- cn p Af F_ 6 '-i10" 1 I ®o -1 ---- F- a o®° = 86 GARAGE STALLS PROVIDED N z Y --J Ir_ ° ?n � — w L o L I ° o �.� O mIJ L m ] oI° = (80) DRIVEWAY STALLS 0 w CO oC � o `•, A� _-� - - -__.-_-- _-- _�_ I I II =_ LF-0 �__' 1 = (35) SURFACE PARKING ION-STREET w c') x Q z ILLJ \_ \ ,_ TOE-LOT U.S.P.S. %-� - I (I - - _ - _ -.{•-.. - - __ -- 9 = (201) TOTAL PARKING PROVIDED O < Y g 20'-0„ r N I III I �- -- -i __. - _ -- t-- w uj O r � Q 0 \� o r� Q' o ° j I J I __ I r Q � CC) N _JZ � ■ \ OX7� _�� q® v) - T Q I ' - L _ � .� ° o w N J Lni N o BIKE PARKING PROVIDED =(12)STALLS � -o rn �% \\;� N \, �?-m' °o ° � °®a __� - - I Lo `�' ®° PROJECT C) w -i D - - O u}, -- 0. O ° � � N N J w g \ 1 15'- = I � _ — LOCATION � w _ „ ° o> � ° ! T N i 1 � -' 1 ----- ---`- ---� - - - 4'-0"VINYL FENCING USTICK RD. (^ I \ �. ,� I U.S.P.S. , + �6-5" �- WNHOM Lam" ' 1� 1 1 11 11 1 1 11 11 1 VJ , w ,\` � � T )WNHO ES i I. i ° w Csl LDG. D1 r2�'� � o�° .. /// E BAC \ \ J BLDG. I I �a --- LO-' 6' 0"VINYL FENCING _ 10 0 / ` f n n n n n n 11 W PEDES IAN It I� It It I� liLLI PATH �� - _ t�2 �� _. -- -- - DOG PARK _ 1- ❑❑ -- _ \ 6� P5 ! - -------- - -- _' _�- -- -' - -��j --_m 1,200SF _ _ Z W O ! ���� 4'-0" VINYL FENCING / PROJECT SIGN FOR - PRIVATE DRIVE 0 11 O d1 O �N� \� N PRIVATE ROAD NO PARKING FIRE m o 6'-0"WROUGHT IRON LANE / PUBLIC ROAD DOG WASH STATION `�`� b FENCING �P�- 7 , BOUNDARY a w 6�2 Ll 4T 0" OWNHOM 1 / 1 / OWNHOM 1 / 1 / I / 1 / OWNHOM ¢- i •` - _ BIO-SWALE ii L I R.O.W. I/ 1/ I/ 1/ 1/ 1/ BLDG. ! - I? , BLDG. E BLDG. E -. _ . . ..,.a -_.a,\---- •- - .._-. 1_ .-- ...-..-._._. - z ----- -..-.._- i / v v I v v T - ' ! ' o „ ad °� � N 88 5T9 9 W 590. 78' EP ._r Q TR SH ENCLOSURE • x+.' r' - Q I CREASON CREEK N w SUBDII/lS/ON No. 2 O_ Q �'' i' ~ J J \ \ F11�11�11�11�11�11�11�11�11�11�11�11� (n V' FL60DWAY o D I _. j ?j I�ATHWAY CONNECTION TO Z � � � - r Lu L2 Q w A JACENT SOUTHERN PROPERTY TUMBLE CREEK 1 .,ra, =,��; - _ �, .;; ,� > -yCL am I - LL � - - Y z /� �11�11�11�11�11�11�11�11�11�11�11�11� � -- - SITE PLAN I VICINITY MAP Al . 1 SCALE: 1"=40'-0" COPYRIGHT DG GROUP ARCHITECTURE PLLC N.T.S. z SITE PLAN DRAWN WITHOUT THE BENEFIT OF A SURVEY w REVISIONS LOT COVERAGE CALCULATIONS APPLICANT PLAN PREPARED BY: BUILDING FOOTPRINT = 132,084 SF 34.53% DG GROUP ARCHITECTURE DOUGLAS GIBSON - C29792 ASPHALT = 93,942 SF 24-56% ANDREW WHEELER 430 E. STATE ST. #100 CONCRETE WALKS =45,978 SF 12.02% 141 N. PALMETTO#1731 EAGLE, ID 83616 AMENITIES =4,123 SF 1.08% EAGLE, ID 83616 EP LANDSCAPE LEVEL = 1 680 S (roe) asa-ssss PATIOS SF 6 84°I4 (208)461 0022 E}CT,3021 Ep - EP EP EP EP EP TOTAL SITE =382,481 SF 100% EXISTING PARCELS EP EP EP ' � EI' � EP � EP � EP — EP � SITE A: TOTAL BUILDING AREA = 1,639 SF PARCEL#51 201 22311 5 BASIS OF HEARING LOT COVERAGE AFTER ADDITION = 323% 1.47 ACRES S 88'4,3 02" E 2662.34' MAX IMUM LOT COVERAGE = 35% ZONED - RIJT ��ARCHITI=CTuFbe PL C°"p 666.54 Y - - - - _ __ SITE B: CC"IIWtr MrE TWO-STORY PER UNIT T995.6C PARCEL 0S1201223115 09113121 APARTMENT BUILDINGS 7.28 ACRES 2ONEO - RJT +Im �- EP AW EP EP - EP i � � EP EP � FP � FP IFP -' - E ` � EP -- EP ,- EP � E r—AC 1f 88 3`02" E 573.51' UNIT MIX TOTALS: pr,n,ic,it - ---- ---- ----- ,� 'I ' R��t TLA20-7 C%iLu + .�_�. ,--;n �-�- _-ft. SITES A A C CL C10 -� COMMERCIAL 1 RETAIL = 12,000 SF I' CONDOMINIUM = (18) UNITS r _ T - Rfti{r TOWNHOMES = (43) UNITS BLb . Al ��' Q,. I i TOTAL =(61) UNITS CL- 1 ; t8I CON O UNITS ! r LOG. A2,r I a (10)�ONDO U� ITS RETAIL BLDG-A I r BIKE I r i SITE A COMMERCIAL 9,i7QD$F I r I I I a RIrLCK (1) LOT A A + _ (2)BUILDINGS ■ � i tl rt 15 rh rti th th 11, i � ; i 1 I tL I� n rti rl rI rt th rti rti PROPOSED ZONING =COMMUNITY COMMERCIAL ' I ' t ti rti r h r h r h r h t ti U.S.P.S. + h r , r K r T r 1 1 t rti r h r h ti BUILDING FOOTPRINT TOTAL - 12.000 5F LLJ LJLJ L�r,1 LJL� L, L.J LJL� L�LJ tJr�� LJLJ LJL� ITS SITE B � _ IRRIGATION PUMP GROUP SITE 1 ,�619 I` -- � STATION (1) LOT f� ' (2) BUILDINGS ' I _ PROPOSED ZONE = R-15 THIS DRAWING CONTAINS MFORMATION NmiCH IS THE �L i! T �_ •a PROPRIETARY PROPER7Y OF DOUGLAS L MRSON..NO w " % = ~{ (18)CONDOMINIUM UNITS TWO STORY EACH UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY MFORMATIOH CONTAINED HEREIN ! r 1 .47 AC I Rti L = 15.25 UNITS PER ACRE WPTHOUT THE EILPRIM WRITTEN CONSENT OFDOUGLAS L GIPSON TFII9 DRAWING IS NOT TO BE USED FOR w P 1 1 t !// CONSTRUCTION UN►IL IT IS SIC.NED B+ 'HE AF�CHITEC7 �— -�- -�- ', --- - SITE C - - TOWNHOMES: w I 1■-1■ii 1■�■1-■-F■1■t■1 fi-1■t■�-■-r■y-■1 t1■t■1 PRO CT S FOR 43) LOTS I RETAIL BLDG. B f o. st0, PRIVA IVE �V I BIG-SWALE COMMERCIAL 3.000 F „� - I � SPEEQ BUMP I - = 7.04 UFA - --T - a ►'� -- III - - _ _ _ -- -- �- -- - -� w PARKING 1■ nrl � �--------- - -, SITE A. _` __ - "-- i �} ❑ - - _ _---- - -- - - - 17 r - PARKING REQUIRED= 500 SF STALL Lo—�� � � A-0" t , o E [ p r i I' (24) STALLS REQUIRED • �_�_ o io moo ` ~� �i E NT PARKING PROVIDED EIBAC 12480'-4" f' c v EXISTING DISCHARGE �; � i � __-- �. - --- �� �° � �-a I rQ�' �] �:; = (25) PROVIDED W POINT OF KELLOG t I �. =..- _ r �`~_�1 4T-0" DRAIN TO REMAIN I I h �� _,�j / } - ---- 4 - _ -- pl I r tU _ i i I 1�- ` R.O.W.. . . r —J a SITE B; O L g , Lu O G D AlEASEM r I I i `. I i _ _j D � 11 o` ; l r _ LO CONDOMINIUM UNITS: (18) UNITS C� O �' Q PARKING REQUIRED = 1 STALL PER LIMIT z i� -`7 I O r o� 1 .. t �.1 32 0" G #- ❑ - _ 1 n I - 1 -GUEST: 1 STALL PER 10 LIMITS - � E �+ r -- -,x �-1 =` - r��cr .� _{2a) REQUIRED = 0 CILLLJ • �� SIT p ��., �3r�' ml - J �„ /'� ■ J+[ I PARKING PROVIDED 18 GARAGE ¢ I Io --� zz I -- - -1-- � - �__ - - -- - f = {23)SURFACE u_ � o r - I --+- ' I =(3)ON-STREET ui O O w I ZZ r y .1 II --r I r TOTAL PROVIDED = (44)STALLS < 1 r ` - Cc Da D m I 1 Q SITE C: w i ! M-� TOYVNHOMES: (43) LOTS DL 6-0" V YL FENCING _ - y --- --- - - ', II J_4 L9 PARKING REQUIRED -4 STALLS PER JNIT LLI Z Lu W CL W I _ 7 w -41" 4 ! -T -T-- - '- - - --- -{ GUEST: 1 STALL PER 10 UNITS 7 (172) STALLS REQUIRED # 1 f G ❑ �-, _ (5)GUEST STALLS CD d d t rp'_ -� I - + I '~ '~-� r -_� _ (177) STALLS REQUIRED U� � cc z �• _ _ y � ^ - � '-j -`f °� - PARKIh1G PROVIDED GARAGE + DRIVEWAY PARKING +SURFACE en F- � �.I r r- - _ 6 '-10 _ 1 �� —-1 rz � _ (86)GARAGE STALLS PROVIDED N z Y ., L - - ' 1 [ � 1 L Y ED oI I = (80) DRIVEWAY STALLS 0- w cn C[ d 1 `. _-- _ "i=. .- ___-• -• _ + - - _ (35) SURFACE PARKING.-'ON-STREET D Ir z _ k; T -LOT U.S.P.S. I i --- - __. . .. � I = (201)TOTAL PARKING PROVIDED a�'o ¢ : cry lJJ 8 co d � � -1- ----- � J�� w �,- -I ' L nl -y �� Lr) cs rn W , I -_.- � - I i �_ ; 0- PROJECT LuJ -- �2 - L O co 4' 0" VINYL FENCING `LOCATION III {C� C� r r __ U TICK RD. �t r. U.S.P.S. Lco—'_ - �+yu� LD ^5) ' X TYNH4JM r :s s • Lu � 2 -0 t . �. - r T V+lNHO ES I 1 I I 1 � a LOG• D1 rm� - � ate, - ] - - BLQG. --- �O�` 6' 0"VINYL FENGIN .� I U,DE D ■ PE IAN r h t 5 rti rti r h I h L - PATH � } _ �;� A.. - --- --- - - {} - `��M'! 1,200 SF - - Lij -L_=—=a==-= - -- DOG PARKMae ' n _ __ - _-- -._ - , cI - I "% 4 p 4'-0'VINYL FENCI PR GEOJ T SIGN FOR GE... 0 x _ Q) ! � i PRIVATE ROAD NO PARKING FIRE PRIVATE DRIVE 0 6'-0'WROUGHT IHO *, d3 Qj - a c1;C, .x LANE _ PUBLIC ROAD DOG WASH STATION m � FENCING - 4+�' t , BOUNDARY Ile -- CL It f.- ti� - _ 1en i - -- - - - - - - - - _•__ - - - _: -- _ xLU 4 1 j + 810-SWALE R47'-0" OWNHOM l�! 1 { ❑WNHOM 1 I l 1 1 ! 1 OYVNHOM J T G c r L,� - O, . - BLDG. E BLDG. E ti► ti I + 1 i BLDG. E —�. � I y 1 ; T y � •'�� '� �i� I I I# Y 1 1 t 1 f + - � x • + 0 W 1■�1■IT1'fl■ 1■1'■Tfl■1"■F�1■ Alk wi / rI ; 7Ar 4111m.,BE ff TR SH ENCLOSURES 1 I» 50HDi05fGN /Vo. 2 -3� p CN LLjCREA SON CREEK 8 ll� + 1 „ - - ' Ili++ill�Il ���II�H�I��II�IM mdlill t; J J FL60DWAY rr CL ` F �+ T _ 1 Fk w IA HYVAY CONNECTION TO { e LID ' + ` A JACENT SOUTHERN PROPERTY TUIVI BLE C R EEK " 1 i - 0 w i • '1 +li�1�11��1�11 IT�I�rll�l��LL I � w ITE PLAN r VICINITY tillAP Al . 1 SCALE: 1`=4D'•0" COPYRIGHT DIG GROUP ARCHITECTURE PLLC N.T.S. SITE PLAN DRAWN WITHOUT THE BENEFIT OF A SURVEY w GDJAlaFFFEIDGgTHM GMMEaUIPATCNffiFF R(33THYMifEFEF1111-M3M REVISIONS 3Y7,4445aFF 8$794a F EP EP EP EP EP EP =443$$ FCD `IW � EP TKL��=3�4�811�F . � EP EP EP EP EP EP EP EP ' BASIS OF BEARING ENTRIMF-(BFMMUFFFEII)GURENWcORUE S 88 43'02" E 2662.34' COPYRIGHT©BY DG GROUP ARCHITECTURE PLLC 666.54' A • TWO-STORY PER UNIT 7 1995.8C COPYRIGHT DATE APARTMENT BUILDINGS QUALIFIED SITE AMENITIES PER CITY CODE 11-3G-3C 09/13/21 EP EP EP EP EP EP — FP FP ; l J DRAWNBY FP E EP EP EP ER 1. PUBLIC ART AW S 88°43'02" 57,;,51 o 2. DOG PARK AND DOG WASHING FACILITY ,. - -'-_..,`- -' --'--- ---- - ___ -- — "� `� R/`" 3. CHILDRENS PLAY STRUCTURE PROJECT# m _o--_. . _. ._. ... 4 4 . ..a ° . _. N w v N -- - -`- ' -g . -- - 4. PEDESTRIAN CIRCULATION SYSTEM TLA20-7 R/W BLD 3. Al 26' 0" 5, p., l o.t7 :•°Q. `I I I 1 IbLDG. w (8) CON O UNITS A21 I � 1 1 (1 NITS 0) �ONDO U 1 i SEtl BAC' RETAIL BLDG.A . . I. 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E � 1 Z , I v v v v I v v I } Z . - - - -JLA-m - - W w � ' 1 Lu Ow °59 1" W590 - - Q I O CREASON CREEK SUBDIVISION No2TR SH ENCLOSURE • J o Lij Z , Y N J V' FLbODWAY N I J �j AI HWAY CONNECTION TO W I Z Q- A JACENT SOUTHERN PROPERTY Ow w a> � LL z w PE SPACE EXHIBIT SCALE: 1" =40'-0" Al ■ 2 COPYRIGHT DG GROUP ARCHITECTURE PLLC SITE PLAN DRAWN WITHOUT THE BENEFIT OF A SURVEY z w REVISIONS w o - - - 04 h ¢ z w " � w 0 40 -z � z � �5 � o ¢ uzax� � ¢ r ati z04 � � ° P. RODNEY EVANS + PARTNERS a C7 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 811COPYRIGHT©BY DIG GROUP ARCHITECTURE PLLC LANDSCAPE NOTES: PROJECT INFORMATION i COPYRIGHT DATE PAS �� 36 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE LANDSCAPE REQUIREMENTS Call before you dig. 09/15/21 52911 T.4N., R. W., B.M. I I PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. cA��z sus{NEss DAYS 2 M 1 T.3N., R.1 .., B.M. � 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN TOTAL PROPERTY SIZE=383,397.42 S.F.- ACRES IN ADVANCE BEFORE DRAWN BY YOU DIG,GRADE,OR RE KING OF / O - - - - - - D - - - - APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAYBE CONSIDERED IF SPECIFIED PLANT ZONING DISTRICT=RUT EXCAVATE FOR THE LP O O O M MATERIALS CAN NOT BE OBTAINED. LOT IMPROVEMENTS AREA=383,397.42 S.F. UrNDE OUND W. U ST I C K ROAD 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. BUILDING COVERAGE:88,307.59 S.F. IVIEIVIBER UTILITIES PROJECT# 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION HARDSCAPE COVERAGE: 147,923.64 S.F. START-UP. 21080 �- EP 4i LANDSCAPE COVERAGE: 147,166.19 S.F. 1 EP Ep � J 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. �Q © .,, EP EP EP Ep EP F 6 ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. NUMBER OF PARKING STALLS PROVIDED: MB EP Ems,- P E _ :.......:�.. EP E P E 86 STANDARD STALLS PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION �.: : ; .:•. STALLS L :L ,• . • �. . .. - 7. COUNT DISCREPANCY, CANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND 0 COMPACT ,..x:•..: �.':: IN THE EVENT OF A PLANT COU Y, P .', :.. •• '• . ..,:. . ». .. . (,: 0 ADA STALLS . ° ,. •. ° '1: +<:l 'l. '•� ALL T SYMBOL NUMBERS. � ` 4 O S. C OUT S O U S r.. 1 , l \ TOTAL: 86 STALLS ,� • •;,• .•:•••. <•: ••.,. ••: { :.; .:::: '`• .`:�. :: :. .:' ° • .. ; _ 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF 1"MINUS CRUSHED SANDSTONE ROCK : .. .:. : . :':.. .• :: ,... ... ,4 ;. d© .•: . •. •• :,.••. �• . .: MULCH BORBONUS LANDSCAPE OVER DEWITT PRO-5 WEED BARRIER LANDSCAPE FABRIC. SUBMIT SAMPLE FOR TOTAL NUMBER OF TREES: 118 LIJI ( ) ; � ..v&N1w . `.: .. � APPROVAL. TOTAL NUMBER OF TREE SPECIES:8;5 SPECIES REQUIRED -- ' � ' ' 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF PROVIDED PARKING LOT TREES-20 5 ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION PATHWAY: 1,034 LIN. FT.; 1 PER 100 LIN. FT. Lo -:.•�( . . +1 . + , . . IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. W I REQUIRED TREES: 10 ,'. .:..,: . X.. . . 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE PROPOSED TREES: 10 . DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. OPEN SPACE TREES: 56,641.1 SF; 1 PER 8,000 SF 11.1 . _ . 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 REQUIRED TREES: 7 • • • WI 1 :"•.,.! ) + SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. :' `�'�:',� + . PROPOSED TREES:9 r .,..;.. 12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. LANDSCAPE BUFFER REQUIREMENTS: ° © ` �'`~I.'' 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18"DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" NORTH LANDSCAPE BUFFER(W. USTICK ROAD-PRINCIPAL ARTERIAL): w + DEPTH OF TOPSOIL. SPREAD,COMPACT,AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW 573.5 LIN. FT. '... THIS DRAWING CONTAINS INFORMATION WHICH IS THE ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2"BELOW ADJACENT SURFACES OF TURF SOD AREAS,AND 1" FT.WIDTH LANDSCAPE BUFFER PROVIDED PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO e1•'`"`� UNAUTHORIZED REUSE OR DUPLICATION OF THESE : BELOW ADJACENT SURFACES OF TURF SEED AREAS. (25 FT. LANDSCAPE BUFFER REQUIRED) PLANS OR ANY INFORMATION CONTAINED HEREIN Wi 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES REQUIRED TREES-16 WITHOUT THE EXPRESS WRITTEN CONSENT OF DO UG LAS L. GIBSON.THIS DRAWING IS NOT TO BE USED FOR \ . ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL PROVIDED TREES 16 CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. 1 TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A ©r':'.::,., p:'] +' +' +' *' LOOSE, FRIABLE,SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, SOUTH LANDSCAPE BUFFER(R-8): . LLJd s '�'' "` 0 IF ONSITE TOPSOIL DOES NOT MEET THESE �. . :'1`.::::.:. ::::.:•:.::.; . M LE TO EITHER.+ Vic•, :':::z. '� •.,::.. :<. GRASS STANDARDS, IS RESPONSIBLE PH OF 5 5 TO 7 LIN WIDTH LANDSCAPE BUFFER PROVIDED <;: �, •,• L E'� :. :': `' :"' 0 FT. LANDSCAPE BUFFER REQUIRED (. - . . . , . , :. • ( ) i �+..:.:.: ti+.: ;::<::•''".. ' A)PROVIDE APPROVED IMPORTED TOPSOIL,OR °oa0000Dopo ::; "`' �. B)IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. REQUIRED TREES-0 0o°o��E OF /�O,4 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, PROVIDED TREES 0 >:::\_......: + . . SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF EAST LANDSCAPE BUFFER(R-8): 0000/c:'', \r1 SHpP►��� &' • ROOTS,STUMPS,STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC 269.9 LIN. FT. o* , � , O��il'o W I P118 Lr MATTER HARMFUL TO PLANT GROWTH. LIN. WIDTH LANDSCAPE BUFFER PROVIDED or m ,� Cj vo :'::..-;;..;.:.`4•"';, AREA ONE AREA TWO A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO (0 FT. LANDSCAPE BUFFER REQUIRED) oC� �/� J W� THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL DRAINED SITES WHERE off^ ��`J4 a O d ::. .::.,.:.:.:•• ,-,:: .. . :.. REQUIRED TREES-0 07� '� o° W "'•\••',:•.: ° ... TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. PROVIDED TREES 12 0� O Cl ��000 !� ;1. . .+ . B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL TEXTURE WEST LANDSCAPE BUFFER(N. CINDER ROAD-PRINCIPAL ARTERIAL): ` Po°o :...,..: + . I. BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS o . : . ... ::.:••.: ;...:.:.:. .^' '. : ': 1 400o D 0000°°o ��---- -- 0000 0 603 LIN FT • •..• � .•<• �:••• •. �• •• •• •: ,••• �• r °` + III .., ,. ,• : .• .. : ,::..•.•� -• •• <• • .•, ,. .•, �• ,• .. ,•::...<�: :>.�.�-,� :, .••,•'..1�.•= •.:` ::"•�%. . '.`.,•-?:•. o PL> AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR NO - ::. � <••.'. ... .'• .:•...•:'*-:•ri . - - - - + -- --.-. --- - --- • TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.ACIDITY/ALKALINITY RANGE-PH.5.5 TO 7.6. LIN. WIDTH LANDSCAPE BUFFER PROVIDED w - w0_�I;_. 111 :,,�4 :`•: . • 16. R OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS ( 5 F REQUIRED) •., `. �:> :'... I::.:•}::':;. :-•'..I IMMEDIATELY CLEAN UP ANY TOPSOIL O 2 T LANDSCAPE BUFFER R D a. • "� AND DISPOSE OF PROPERLY OFF SITE. REQUIRED TREES-17 -- a•y_`s_ O ... .. , .. .., WI :: '.::, ..4�• 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR PROVIDED TREES- 17 _ .. :.I- '':� :I I` FACILITIES. •"•'•`'': �i ....,..' �' `.; • y:`..:r' :-..., ,ram I. Z ` ' '' "' 18. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE O `'�•''' `. .' CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. W 19. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. pC wI. :::`, O O -----------------------------__ ', 1 = ('3 . .S': , ;y- aIz Q �: ❑ TOPSOIL NOTES .. 1. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, J Q Y ni } ..�'.•j. '_ _ 1,�zf:,..#? P/N FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO J , 11, • w :'.fLEY4 569.70' ._`; ' `' PLANT GROWTH. _ = Z W ''.,:- '" " ' �, .'': >-.:1 fl V ; 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE ~ O , H �'�/ ::.' FERTILE, FRIABLE, NATURAL LOAM,SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS I„I„I O O 0 I..L I"' a '•.-. 1'._. AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, 1/1� Q Z TZ `7.i.':.'x-' :`','''; '` ;:'.:.' AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO LL W ACHIEVE THIS REQUIREMENT. D O O • :• `^' `''r'':' 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED O X MMER IAL R VERNMENT A ENCY AND PIE F THE TE TIN A EN Y' FINDIN AND , CO C O GO G CO S O S G G C S GS Ltj w z4 `' "' RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL - - TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST TOPSOIL PRIOR Z w J d ^ .; `...� 1`. TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A =O Z ' 'I. ' ,..al 1.': . C I!:• �` `" 1`• FROZEN OR MUDDY CONDITION. W Q - 1*1 Q 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY 00 - : ` ; '" WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, r U > Z d .'Y:. AS REQUIRED. w w d ;L.: H Z Q w • " " '"~ - . 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: D Z �• "•_. 7w I,. A. LAWN AREAS:9 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN U) o z O :...:... •: �. - . N ) _ . Inn, 7m, / B. PLANTER BEDS: 18 INCHES MINIMUM w Q Z �`' `~<'I 6. FINE GRADE TOPSOIL TO SMOOTH EVEN SURFACE WITH LOOSE UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND Er CO x = �'' ::.: .'•' '.' I::' FILL DEPRESSIONS AS RE UIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2"BELOW FINISH ~ 00 w Q 2 ~ G C:' Q O � 0rtTJ � '' ; V ;; GRADE OF PAVEMENTS AREAS FOR SOD AND 1"FOR SEED. w = r� Co O ::: Q d :;' "_ ` - D 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. ~ Q r _j Z - I 7 �jw • 8. ALL GRAVEL,SUBBASE,AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE - oo C� in :.,,.. • . . 5 �: ..;•_," ., :;4,^'. `: ''_,. ":.` ;-=--===------;-,, STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR . ui rn 6; - s 0 `' TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING (I� O I \~. 0 0 :., ... . '1 AN TO:,.'\ FIF] CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN Q Q N N `...1..,.,:.;;... - , ` ' .\\ LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. It w L.L O 1 ..I .4 J w •p I I �yn� I I `' - M I •:J:` I•„ III II I. G O , AREA THREE AREA FOUR O `/••��/y OU WEED ABATEMENT NOTES:••4! •. I: Iry O �' Z ... . v<... .. ::.:�:..:. , PLS 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON Q I: wl 5291 �' o �r THEM PRIOR T PLANTING R HYDR EEDIN .1` O O G O OS G - :.: :::::: :•::. .. 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH"ROUND UP" CONTACT HERBICIDE OR APPROVED EQUAL. r .� ��:'' ' :.. AT LEAST SEVEN(7)DAYS. ;:.::..'.;•.. �,, c,. : '•::;: ': o .,•. : :. : . , ❑❑ 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGOATION EXPOSED STEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT W 1. :•:, :,• % 4: .;.:;:: ❑ 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 I I I ::. .,"`. . 1. - - : MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN 7 DAYS. REMOVE W ; '�-,>. ..::. ,::,.•. 4. 1.I. , WEEDS FROM THE SITE. : .. 6 S AFTER TW ( ) PPLICATION ONTRACTOR SHALL BE :,.. . i IF ANY EVIDENCE OF WEED GERMINATION EXIST O 2 A S C :.; . DIRECTED TO PERFORM A THIRD APPLICATION ' "`'",`" \ 11.: '•. , " ` > 7 AT THE TIME F PLANTING AND HYDR EEDIN ALL PLANTING AREA HALL BE WEED FREE. �_ w �S- O G OS G,A G S S ••• M•:: :.. ,' •. l ,� :�. IRRIGATION NOTES: O O S::•1; ''f ; :..."....:,.�.. . . .�%­-.:.: 1, . . . . .. F H ­ {' _ o - ---- ----% ------------ CJ � :- . .., . , , � I I t1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES n r:': 1..� ,;.x \ :. .. COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE aIV IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. //�� ,'':* � `~ 's" �" �" 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. z W `I' 1 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18"AT t '"�'�' ,'•` .I PLANTER BEDS. O °.. :',., \ 4. PLANTER BED ARE T HAVE DRIP IRRIGATION Y TEM R POP-UP PRAY Y TEM.ANNUALS, PERENNIAL\, . S OSYSTEM OS SYSTEM. S GROUND COVERS OR SHRUB MASSINGS SHALL HAVE A POP-UP SPRAY SYSTEM. z ., .< , •.. .,. ...., ... ' 5 TIMING CONTROLLERS ARE TO BE PROVIDED MINIMUM CONTROLLER s . •. .•. : :,,. LLI : . . '. .... ,. .:. ....,....... .. .. .. - .._ A : . .. ;. .'....:::... , :. y;:..' W11::.,:..... .. '., REQUIREMENTS AREAS FOLLOWS' :. .>_ ::...: �R .:� ;, >• . :•�:: :�. :y. a EQPRECISE INDIVIDUAL STATION TIMING 7 ,.':... .;• . : ::,:.; ,.• >.. :I % PRECIPITATION RATES Lu .•: ::.,..: : >: •' •. FL�V. R251fi9.36..: ..., ,. •. ,;:--:. `,,... ;:•.,:,..:.:... ..r.?-1. b RUN TIME CAPABILITIES FOR EXTREMES IN ,... . :'.,,I c AT LEAST ONE PROGRAM FOR EACH HYDROZONE .,•...,• :: •: „ SUFFICIENT MULTIPLE CYCLES T AVOID WATER RUN-OFF ;`:i �': d SU C U C C S O O O w Q :�„ IC '.,': 1. •: • :.;. . _ .• .:::; p�$,; • :•:::,;.,:.•:_•: .'.. ,: :. :; •.•,.: x•• .'::: . :., e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNEDens .�. :° INE�,:::: :1:::.::n� lzi` �~ _ _ :. .. .. : ...,rv:.,. .. ..:..... : „ ...... .,., HYDRO- ZONES.^' :`. .':•,-���p :'i•' AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO ZONES. g. / S U .•VAr." 5 �" 11118 131 '_,':. O INDIVID AL VALVED WATERIN TATI N WILL BE DE I NED AND IN TALLED T PR VIDE WATER T RE PE TIVE W L4 _ } :x1#yg 6 U G S O S S G S O O O S C J w : .,.... HYDRO-ZONES. w EP 0 + 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100%HEAD TO HEAD COVERAGE WITH TRIANGULAR w 0- I SPACING. )/4 (,IRNFR I \ 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES BUILDINGS, SIDEWALKS, DRIVEWAYS,AND ASPHALT AREAS). Ir r Q 9. PROVIDE MINIMUM(1)QUICK COUPLER VALVE PER EACH(6)AUTOMATIC VALVE ZONES. APPROVE Q.C.V. OVERALLLANDSCAPE PLAN LOCATIONS WITH LANDSCAPE ARCHITECT w 40 0 40 80 120 2i OVERALL LANDSCAPE PLAN LU SCALE: 1"=40'-0" J Ll . 0 z w REVISIONS w o - - - 04 h ¢ z w " � w 0 40 -z � z t� �5 � o ¢ Uzax� � ¢ r ati z04 � � ° P. RODNEY EVANS + PARTNERS a C7 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 811COPYRIGHT©BY DG GROUP ARCHITECTURE PLLC 9 0P COPYRIGHT DATE Know vAmft below. Call before you dig. 09/15/21 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DRAWN BY W. YOU DIG,GRADE,OR EP -�--� EP v Y . U S T I C K ROAD EXCAVATE FOR THE LP MARKING OF UNDERGROUND _ - EP EP t�, EP EP MEMBER UTILITIES O - EP EP EP PROJECT# � 1 � ''�°"'�-`"'"• • EP EP EP EP EP - PLANT SCHEDULE 21 oso -�: Ffs�� QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES O 4, ;`: ::. , . :, . �:, 2_�; �. • z Y ti Y i• 4• i• �'. %v ^�. r<t• M�.. `�`. `rv'„ :,� i DECIDUOUS SHADE TREES Q j '` O P_" , .t r S' �:. O t' \t ; I O �:,' 1 `•.•• 6 '\ J:: O : ; j�i �'. 6 �:� ;�•• A r l t n i 'Emerald Queen' Emerald u en M I - •1• ce a s odes a d eea Maple QQ 19 AR2" AL.B B I I I H x 4 'W J.. PP C & Cass 50' 0 7 �n ,.V9. Y., n, :'. ,Y{. ti' h m t rH n l u t_ 1', S ade as e o e oc s - 16 T I i i ri n h h m r' 2" AL.B B I II 4 'H x W •• �. 1•' G G ed is a t aca t os'S ade aste C & Cass 5 35 r % o Y 0 ":� 6 0 �: :`� � :w�, ��,, '1 K Ir ri ni I f•:•, oe eute a a cu ata - 17 K 2" AL.B B '1 " R Goldenrain Tree C & Class I 40'H x 40'W !:: 4 ,;� ^; :ti a' 0 R Q uercus robur'Fasti iata' Columnar English Oak - 9 2"CAL.B&B Class I 50'H x 15'W r` Q`� `1, I. 9 9 'i• �i� 4 f •'> <' -1 i� .•Y, S' C ,. J ..T.r .M' O Zelkova serrata'Villa e Green' Japanese Zelkova R:, 22 ZS 2"CAL.B&B Class II 40'H x 40'W :4:' % P „ice 'T.-' 9 1. i ••T. '4, ,r,�..t. Y'�. ".'. . .. �//� CONIFEROUS TREES w - ::/ . .. . .. 8 /�/ p[[,. EjG ?/`-L'•S,,:::'-' ,•: = x = 2 PG Picea glauca'Densata' Black Hills Spruce 6'7'HGT.B&B 40'H x 15'W S '.** :5--�2. ..i . ...:.� I (_ - - - ..,; . + . r e. .0 ,,. � _,. + 2 PF Pinus flexilis'Vanderwolfs Pyramid' Vanderwolfs Pyramid Pine 6'-7'HGT.B&B 30'H X 15'W ;.• '- //� ��\\ ORNAMENTAL TREES THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE a •• • •• O 15 MP Malus'Prairifire' Prairifire Crabapple 2"CAL.B&B 20'H X 20'W PLANS OR ANY INFORMATION CONTAINED HEREIN W ,'I. X WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS Prunus r ntii' lumn ri ' Columnar Sargent Cherry�' " ' + 14 PS u s sa ge CO a S Co a Sa ge C e y 2"CAL.B&B 35'H x 15'W L. GIBBON.THIS DRAWING IS NOT TO BE USED FOR ..,�{ CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. -='..`•:; *0. SHRUBS/PERENNIALS/ORNAMENTAL GRASSES . :: ::.. .: . 'j , y .0 . 1�1110 BT Berberis thunbergii'Rose Glow' Rose Glow Barberry #2 5'H x 4'W d ::.,.k o)"'."::': 0, 0 O 21 BS Buxus sempervirens'Dee Runk' Dee Runk Columnar Boxwood #2 10'H x T W W .1 • "" O 116 CA Calamagrostis acutiflora'Overdam' Overdam Feather Reed Grass #2 3'H x 3'W °0000�P�E❑OF jo�� >.{{.:.. . ., .. o° 5 �N SHE E ':-;I: • '.•.,,t.,..�;.... --I 0. (� 124 CX Calamagrostls x acutlflora'EI Dorado' EI Dorado Feather Reed Grass #2 5'H x 2'W oo ?PO�� .,':, o �; • " 'I. �` ' , ' "" ( 117 DR Diervella rivularis'Kodiak Black' KODIAK Black #5 4'H x 4' o* m<v� ,����o ' ' , .�. 114 EC Echinacea'Daydeam' Coneflower #1 2'H x 2'W o`- ` o c mace rea ow ow Wild Berry' Cone flower x o� \o(� cl 0 116 EP E h' a purpu P W W' r C fl #1 3'H 3'W ����^�J 4 Wo W 1 0 145 ED Erica x darleyensis'barley Dale' Winter Heath #1 2'H x 3'W A� O�y V�o° OO O Ex., o o`� " "'' 0 71 IC Ilex crenata'Sky Pencil' Sky Pencil Holly #5 8'H x 2'W e. I 0 �3.. .„'v . 0 56 JS Juniperus scopulorum'Skyrocket' Skyrocket Juniper #2 15'H x 3'W 00110 •.1. 1......•:a. . - - - Wl�. 1. :, .• . : •\ �" ;"'` �' 0 0 0 0 52 LM Lamium maculatum'White Nancy' White Nancy Deadnettle #1 0.5'H x 1.5'W . : .. •,. ..,•: .. a+.o� . 136 PA Pennisetum alopecuroides'Hameln' Dwarf Fountain Grass #1 3'H x 3'W 0- :"'•::, µ:. :,,.o.: � ,� 0 I O 0 169 PD Penstemon digitalis'Dark Towers' Beardtongue #1 3'H x 2'W w °:. : ::;::: .:I 0 O .O. 129 PH Penstemon digitalis Red' Beardtongue #1 3'H x 2'W Z {;ri``..,, �J '•y M v *.. +- 167 PP P White Garden Phlox #1 4'H x 2'W O Phlox pan O �, i;rF W 7 S I.-r Ir .;i'... . �.., '; y 3 v 212 PB Phlox paniculata'Blue Paradise' Blue Garden Phlox #1 S H x 2'W • o l:: :i:;. + L1.5 I CV 79 PN Picea abies'Nidiformis' Bird's Nest Spruce #5 5 H x 6'W O: O C0 :''' "'' ' * I �• • • 93 PO Physocarpus opulifolius'Dart's Gold' Dart's Gold Ninebark #5 5'H x 5'W p < - w 1' ?7 O 4 1 �+ 83 PL Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel #5 4'H x 6'W U ' O O �~ �.'� :,I O O L1.5 i ` .LLU Rhamnus fran ula J ¢ Y } S h�`: � O . O 103 RF 9 Fine Line Buckthorn #5 T H x 3'W J - Q�" ?' .l,,y .w .. O. I w 4 34 SB Stachys byzantina'Silver Carpet' Silver Carpet Lamb's Ear #1 0.5'H x 2.5'W ¢ ', = O O - - ..4 + w = 0- = = Z ,-, .,y „t Cn S. 59 VC Viburnum carlesii Korean Spice Viburnum #5 6'H x 6'W ~ .j. 'i 0. . .. ;M,F ;0. .w 2A w-- W 0ZOz �:'':' • 1 O cn '•':� �". - : :••,::<, w Lamium manulatum'White Nancy' i i i i i i i i i Phlox paniculata'David' O X � 1 Z 1 gallon container 30"o.c. I I I I I I I I I 1 gallon container 30"o.c. U w , U W Q w H p... �• � Z � i i-: 'i' :.?. I- W I 7 CC LL ¢ :i G J0 - v v v v o 0 Phlox aniculata'Blue Paradise' h z n in ilv r r /j Stac s b a t a'S a Ca et' ¢ ¢ :•3 p p •, u v v v 1 allon container-30"O.C. 1 gallon container-36"o.c. U 0LU o� ! V U U V U H Z t.'.. 6: :;� r: v v v v v ..... o. ��: 1 LANDSCAPE LEGEND Q � z a O 0 O ,, z:: 6 ¢ :.�', ., W w 12 L.L w _ �. ¢ o t. oc CO = ..t'' O. ¢ o ti �//tt W ¢ O VJ _o a;� O Y _ ____ _ __ __ :t + + PLANTS TO BE INSTALLED O rn LU cn O 9 0 r 00 N a r � � s r 9 W J z I I -` o0 � o o c� I 0 1 o CON V l^ - -r^ �\0 vJ o vl 0 1• 5 W rn c� 11 1 W J W J: '.:c Y V O T ED IN A DETAILED 0 Z CU G G S O O o0 + + O OO d 't` 0 0 N N 0 0' i 1: { ,. - - PR PROPERTY LINE VERIFY O (VERIFY) •.>�•. .. .. .. -- : t 5 k-,:�:,.�--. , �, p a \ J:.. 5 0- -:,:,�.,L:�_I Y, Z .�. :� LANDSCAPE BOULDERS Z �: O AS DETAILED :f �. 2 1 o W o - r �;: <. ': 1. ,� 12Cc 4. #:< Ici. Y . c:, ° / ' I' 5 ._ FQC1 QUANTITY g vPLANT IDENTIFICATION KEY I - ':,: :O ;:�: I 6 I' C W ^, a 1=_ .6. '4' MAINTAINED LAWN AREAS I ,:- B E I N w G I - - - T - - - - - - - 6 TURF D AND TOPSOIL A ": I - U SOS 1 ?.'. I t Y SPECIFIED 1. l O 9:: 0o Z _� _ ..> 9 ':*�*_'� BE IN 9 •� G 2"MINUS BARK MULCH AT 3" 0 .;.". 1 DEPTH OVER DEWITT PRO 5 O C- O .P. .`°� WEED BARRIER LANDSCAPE ^ W1. . _ ".:. k.`:t ..j' . IN FABRIC AND TOPSOIL AS 0- . : :2 N PlN c- ' ' SPECIFIED t.. :/f F' F_ a .`a ',. g _ END 9 ,: S69. 70 0 _ - '�: Z 6 . t I: ;t t• UNMAINTAINED/DRYLAND .�11ff o I` SEEDING AREAS WITH NATIVE a 4. y y SEED MIX.SEE SHEET L1.5 FOR W ..g ADDITIONAL INFORMATI N Z or O I 5 II 0 BEGIN 9 6 0 }.t Z Z I :> ;I ,,,,. fl ,END 9 O W j C CALLOUT NUMBERS (=� �. �� .. I I REFER TO NUMBERED J 1 LL T NOTE NOTES BELOW C A OUS .9. I Q w 0 I :z; v a�o Y TRIANGLE U 10 g 1. VISION GLE :::`. END 9 - - `.�.. 1'•.'' j1. 2. PROPOSED TRASH ENCLOSURE H 1. i. ,.. 1. "�*'•, '� : 3. PROPOSED PLAYGROUND J ,: 0 1 ; :I" • ','< '' MATCHLINE - SEE SHEET L1.4 _% 1� . .1 _. � 11 11 i 4 �� nt I.,..::. 4. PROPOSED 10'WIDE PEDESTRIAN PATH w 1. / I:.: •• 5. PROPOSED 5'WIDE PEDESTRIAN PATH 6. PROPOSED TURF AREA Ir LO 7. PROPOSED COMMERCIAL PATIO AREA T 8. PROPOSED DOG PARK(1,132 SF) LANDSCAPEPLAN - AREA ONE 9. PROPOSED OPEN STYLE FENCING,COLOR AND STYLE w F I TO BE DETERMINED BY OWNER LANDSCAPE PLAN 20 0 20 40 60 10. IRRIGATION EASEMENT 11. DOG WASHING STATION AREA ONE w SCALE: 1"=20'-0" 12. BICYCLE PARKING J 13. COMMUNAL MAILBOX LOCATION 14. MONUMENT SIGN, DESIGN AND STYLE PER OWNER Ll . 1 __ Z W REVISIONS - h ¢ z � w UtZ7z z � zax� � ¢ r ati RODNEY EVANS + PARTNERS a C7 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 811COPYRIGHT©BY DG GROUP ARCHITECTURE PLLC COPYRIGHT DATE Know vAmft below. Call before you dig. 09/15/21 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DRAWN BY _ W. U S T I C K ROAD YOU DIG,GRADE,OR EXCAVATE FOR THE LP MARKING OF UNDERGROUND PROJECT It MEMBER UTILITIES P EP EP EP EP bT— FEP ��� EP EP EP EP EP EP EP PLANT SCHEDULE21080 , :,_... .. ;. . ' ::} ;-,•. QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES :C :2 1 •f`• Jf. •.atiY. •,Ti.: 1 I i DECIDUOUS SHADE TREES r`•" I\ I �. 0 I I 6 O I 'I A r l t n i 'Emerald Queen' Emerald u en M I - ce a s odes a d eea Maple OO 19 AR2" AL.B B I I I H x 4 'W oC & Cass 50' 0 0 n, I 0 fr I O I h m t rH n l u t 6 S ade as a o e oc s - 16 T I i i ri nh h m r' 2" AL.B B I II 4 'Hx 'W G G ed is a t aca t os'S ade aste C & Cass 5 35 0 Y .:ytl °F' 1 K Ir ri ni I oe eute a a cu ata - 17 K 2" AL.B B R Goldenrain Tree C & Class I 40'H x 40'W •t.. P •.. •rw + uercus robur'Fasti iata' Columnar English Oak -R O 9 2"CAL.B&B Class I 50'H x 15'W O O 9 9 J 7 .M• Zelkova serrata'Villa e Green' Japanese Zelkova - 22 ZS 2"CAL.B&B Class II 40'H x 40'W P 4• g°. . D.�y CONIFEROUS TREES 0 0 x 2 PG Picea glauca'Densata' Black Hills Spruce 6'-7'HGT.B&B 40'H x 15'W • 1 ° + — 2 PF Pinus flexilis'Vanderwolfs Pyramid' Vanderwolfs Pyramid Pine 6'-7'HGT.B&B 30'H X 15'W o d o (' '��//� �I\\� ORNAMENTAL TREES �' � �' � THIS DRAWING CONTAINS INFORMATION WHICH IS THE x O ,� o. PROPRIETARY PROPERTY OF DOUGLAS L.GIBBON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE 0" 0 ° O 15 MP Malus'Prairifire' Prairifire Crabapple 2"CAL.B&B 20'H X 20'W PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS u + 14 PS Prunus sargentii'Columnaris' Columnar Sargent Cherry 2"CAL.B&B 35'H x 15'W L. GIBBON.THIS DRAWING IS NOT TO BE USED FOR I' CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. I •I r SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 0 110 BT Berberis thunbergii'Rose Glow' Rose Glow Barberry #2 5'H x 4'W O21 BS Buxus sempervirens'Dee Runk' Dee Runk Columnar Boxwood #2 10'H x T W 000300001❑❑op000� 0 13 0 116 CA Calamagrostis acutiflora'Overdam' Overdam Feather Reed Grass #2 3'H x 3'W oOo\SP OF 0 124 CX Calamagrostis x acutiflora'EI Dorado' El Dorado Feather Reed Grass #2 5'H x 2'W o0000 `� � \N SW O117 DR Diervella rivularis'Kodiak Black' KODIAK Black #5 4'H x 4' o'�' m4� �� � �'o 114 EC Echinacea'Daydeam' Coneflower #1 2'H x 2'W J4 o 0 116 EP Echinacea purpurea'PowWow Wild Berry' Coneflower #1 S H x 3'W �` �^ +54 do 0 145 ED Erica x darleyensis'barley Dale' Winter Heath #1 2'H x T W A��O�Cl �V�o�o ,0 71 IC Ilex crenata'Sky Pencil' Sky Pencil Holly #5 8 H x 2 W ` �40 o�o❑0000 o�000 0 56 JS Juniperus scopulorum'Skyrocket' Skyrocket Juniper #2 15'H x 3'W 52 LM Lamium maculatum'White Nancy' White Nancy Deadnettle #1 0.5'H x 1.5'W OO 136 PA Pennisetum alopecuroides'Hameln' Dwarf Fountain Grass #1 3'H x 3'W 0 169 PD Penstemon digitalis'Dark Towers' Beardtongue #1 3'H x 2'W ., . 0 129 PH Penstemon digitalis'Husker Red' Beardtongue #1 3'H x 2'W Z ` / �,Ir,•��IIIF Y,� YOB X 167 PP Phlox pan icu lata'David' White Garden Phlox #1 4'H x 2'W .. •.. . i 0 • `_ 212 PB Phlox paniculata'Blue Paradise' Blue Garden Phlox #1 S H x 2'W LU t O 79 PN Picea abies'Nidiformis' Bird's Nest Spruce #5 5 H x 6'W = O C0 �. z Ph r u ulif liu 'D rt' Id'soca s o o s a s Go H P D rt' I Nin rk H x 'W�S`'�' 93 O a s Gold eba #5 5' 5 + Y P P Q 6 0 + IF— s.`W �• I• Pr n I r r L k n' L k nEn li hL r l•�''•' u us au oce asus'Otto u e Otto u e s au e O PL 4'Hx 'W 83 #5 6+ U w + Y Y 9 O - 6 �.. Rh mn fr n I J a a us a u a 1 Fin Lin Buckthorn 7'H x 'W 03 RF e e #5 3 9Q t :t J W „4 ,.,4 +:t YOy / v 34 SB Stachys byzantina'Silver Carpet' Silver Carpet Lamb's Ear #1 0.5'H x 2.5'W Q = z W s� �`' ;'+ �* I I d 59 VC Viburnum carlesii Korean Spice Viburnum #5 6'H x 6'W ~ O U) I. 4 O 0 H (;.? . {� I r LU O O C3 EP ¢ , z °. 0 z I I I I I I I I I • O < J i i Lamium manulatum'White Nancy' I I I I I I I I I Phlox paniculata'David' -j U Q PLS 1 gallon container 30"o.c. i i i i i i i i i 1 gallon container 30"o.c. w � a LU 53: w 14 ~ oz _ 2 1 v v v v Phlox aniculata'Blue Paradise' Stach s b zantina'Silver Carpet' o J p Y Y P U a s U? 10 v v v v v v 1 gallon container-30"o.c. 1 gallon container-36"o.c. w �? w EP H Q Z �°"`'°` ' ` ' ` LANDSCAPE LEGEND Q U) o Q o .F I..L W co W Q 0' Z 4 6 X O �'• OC = 0 0 a •.b` `l 0 PLS Q LL ;l �: + PLANTS TO BE INSTALLED O Y 4 LTJ W O o 1 •9, :.t'. 11118 r� ro a a0 N •i. I..L H -- Q J z r..•, -- YOEO' QD Q Q 1 00 N a a V — — w +'. I W i 9 BEGIN Mm BEGIN 9 IT © - - - - - - - - - - w � _ + CUT EDGING AS DETAILED o 0 o a JO 4 LU PROPERTY LINE(VERIFY) 0 1 u :•:.'• LANDSCAPE BOULDERS Z BEGIN 9 ;•.' AS DETAILED Q 9 BEGIN F' W -. FQC1 QUANTITYI PLANT IDENTIFICATION KEY w MAINTAINED LAWN AREAS �-GBEG IN fl o TURF D AND TOPSOIL A U SOS 1 BEGIN` 9 I Goo u SPECIFIED T:: +.; Z 9 o 00 ° I + — :.. . ..'' •. '':'' .•: •'•, '.:,;.;:...;:••.•:.:.:::'.,.`.::,.�.�.::':"::: 2"MINUS BARK MULCH AT 3" DEPTH OVER DEWITT PRO 5 •• WEED BARRIER LANDSCAPE 9 BEGIN: 9 END L1.5 FABRIC AND ITOPSOIL AS .9 SPECIFIED -BEGIN 9 Z UNMAINTAINED/DRYLAND O SEEDING AREAS WITH NATIVE Z • 6 • '•',; 9 END � � j°'. y y SEED MIX.SEE SHEET L1.5 FOR ADDITIONAL INFORMATION �:�`,�`•� off; ° Z 11, 3 CALLOUT NUMBERS 5 9 BEGINLU fl # REFER TO NUMBERED J I— 0 o.. 0 CALLOUT NOTES NOTES BELOW � � 1. VISION TRIANGLE U U T1 '� 0 �/ LI�•LI� 2. PROPOSED TRASH ENCLOSURE F- J ' 9 BEGIN u MATCHLINE - SEE SHEET L1.3 3. PROPOSED PLAYGROUND :.... . ::.:. ..1.;:'�.�.'.�.:::..: .. ..:....:. ...;' .�:.:_.�, r '�•�`•:.'��•.'• :�:.,.:':;,::''::.:, 4. PROPOSED 10'WIDE PEDESTRIAN PAT w �H 5. PROPOSED 5'WIDE PEDESTRIAN PATH . ....i•" ' . '•'�::' '•�';. •`' �! � L_• I •', 6. PROPOSED TURF AREA 0 T Q 7. PROPOSED COMMERCIAL PATIO AREA 8. PROPOSED DOG PARK(1,132 SF) LANDSCAPEPLAN — AREA TWO 9. PROPOSED OPEN STYLE FENCING,COLOR AND STYLE w TO BE DETERMINED BY OWNER LANDSCAPE PLAN 20 0 20 40 60 10. IRRIGATION EASEMENT 2 11. DOG WASHING STATION AREA TWO w SCALE: 1"=20'-0" 12. BICYCLE PARKING J 13. COMMUNAL MAILBOX LOCATION 14. MONUMENT SIGN, DESIGN AND STYLE PER OWNER L1 . 2 Z LU REVISIONS - h ¢ z � w UtZ7z z � zax� � ¢ r ati RODNEY EVANS + PARTNERS a C7 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 811COPYRIGHT©BY DG GROUP ARCHITECTURE PLLC COPYRIGHT DATE Know vAmft below. Call before you dig. 09/15/21 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DRAWN BY YOU DIG,GRADE,OR EXCAVATE FOR THE LP MARKING OF UNDERGROUND J: 'O MEMBER UTILITIES �• ;�' - fl PROJECT# IL - PLANT SCHEDULE 21080 I - v MATCHLINE SEE SHEET L1.2 Q I QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES 6 5 9 END i DECIDUOUS SHADE TREES I. 6 c 19 AR Acer platanoides'Emerald Queen' Emerald Queen Maple 2"CAL.B&B Class II-50'H x 40'W fr v'• 9 E•B G N� .. h m t rH n l u t S ade as a o e oc s 16 T l i i ri n h h m r 2 AL.B B I II 4 H x W G G ed is a t aca t os'S ade aste C & Cass 5 35 17 KR Koelreuteria paniculata Goldenrain Tree 2"CAL.B&B Class I-40'H x 40'W I•• + 9 (QR Quercus robur'Fastigiata' Columnar English Oak 2"CAL.B&B Class I-50'H x 15'W I' :BEGIN 9 i 4. r , 22 ZS Zelkova serrata'Village Green' Japanese Zelkova 2"CAL.B&B Class II-40'H x 40'W v. END a I ..,.. CONIFEROUS TREES x 2 PG Picea glauca'Densata' Black Hills Spruce 6'7'HGT.B&B 40'H x 15'W 0 i • + 2 PF Pinus flexilis'Vanderwolfs Pyramid' Vanderwolfs Pyramid Pine 6'-7'HGT.B&B 30'H X 15'W 9 BEGIN fl 01 + \` o �/`•'>' O v \ THIS DRAWING CONTAINS INFORMATION WHICH IS THE •B.EG IN 9. / � / \ . ... ::... .: ,.: .•,.•,__ _ ..... I ORNAMENTAL TREES , ,•, ,,• •,' PROPRIETARY PROPERTY OF DOUGLAS L.GIBBON.NO ... .,. •. '' ' •••^••• UNAUTHORIZED REUSE OR DUPLICATION OF THESE >,:.... ° •" •`' t.•, •:,. '�"'•"•• O 15 MP Malus'Prairifire' Prairifire Crabapple 2"CAL.B&B PLANS OR ANY INFORMATION CONTAINED HEREIN t „.„ .,....•, .. .. ,, .. ^'• '. ..=:',• WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS :...:: 'r.• `•'`" •'`.: ••`�"•• :•., ...:.:'•. •.•. — + 14 PS Prunus sargentii'Columnaris' Columnar Sargent Cherry 2"CAL.B&B 35'H x 15'W L. GIBBON.THIS DRAWING IS NOT TO BE USED FOR 1 v � OD i �� CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. :.:�• 9 END BEGIN SHRUBS/PERENNIALS/ORNAMENTAL GRASSES > I " 110 BT Berberis thunbergii'Rose Glow' Rose Glow Barberry #2 5'H x 4'W : BEGIN 9 _.,`i I .:?:.: O 21 BS Buxus sempervirens'Dee Runk' Dee Runk Columnar Boxwood #2 10'H x T W 0000Qoo❑❑Dop000� r:. I"` 116 CA Calamagrostis acutiflora'Overdam' Overdam Feather Reed Grass #2 3'H x 3'W 000°° I' 9 0 - - SHE 0 124 CX Calamagrostis x acutiflora'EI Dorado' El Dorado Feather Reed Grass #2 5'H x 2'W o° �: 6 � 9 END I:•,.� 117 DR Diervella rivularis'Kodiak Black' KODIAK Black #5 4'H x4' o* <v� or 114 EC Echinacea'Daydeam' Coneflower #1 2'H x 2'W o— J o p,... won v� W 0 116 EP Echinacea purpurea'PowWow Wild Berry' Coneflower #1 S H x 3'W °007� +,54 do 0 145 ED Erica x darleyensis'barley Dale' Winter Heath #1 2'H x T W 9 BEGIN flf7 71 IC y y y #5 8'Hx2'W o Ilex crenata'Sk Pencil' Sky Pencil Holly BEGIN 9 ❑.❑ . v 0. o „ ❑� 400a�SCA0000°° a o \/4 '•• •' ^•••"°"` u rus sc orum'Skyrocket' Skyrocket Juniper o0000 ni I k r k r k ni J e o u S o t' S o tJ e 56 JS #2 15'H 3'W \+ o amium maculatum White Nan White Na eadnettle I � p p Y Y p ( 0I 52 LM L cy' ncyD #1 0.5'Hx1.5'W �, . . ':• I❑❑ '`�� � �' ❑u - Pennisetum alo ecuroides'Hameln' J~ ai,F� 136 PA p Dwarf Fountain Grass #1 3'H x 3'W 6 9 END - 9 0 169 PD Penstemon digitalis'Dark Towers' Beardtongue #1 3'H x 2'W I'LLJ >' I LLJ• 0 129 PH Penstemon digitalis'Husker Red' Beardtongue #1 3'H x 2'W Z rM . . . B�E.GIN` : :1 167 PP Phlox paniculata David White Garden Phlox #1 4'H x 2'W O LLJ :;. 212 PB Phlox paniculata'Blue Paradise' Blue Garden Phlox #1 S H x 2'W Ir : BEGIN 9 +"I• , :' 79 FIN Picea abies'Nidiformis' Bird's Nest Spruce #5 5 H x 6'W O C0 r I I.:.' Q I Z - - ' - - b(j ;,:.:.•;• 93 PO Physocarpus opulifolius'Dart's Gold' Dart's Gold Ninebark #5 5'H x 5'W p Q w :,1:: :: - . ,. 9 END !:.::;. o , 83 PL Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel #5 4'H x 6'W O O 1 I_ 103 RF Rhamnus frangula Fine Line Buckthorn #5 T H x 3'W J Q Q °<' J _: :`::' ' a r e••w 34 SB Stachys byzantina'Silver Carpet' Silver Carpet Lamb's Ear #1 0.5'H x 2.5'W ^^ Q = z 59 VC Viburnum carlesii Korean Spice Viburnum #5 6'H x 6'W O O OQ'I.Q O LLI O O C0 I:� 9 BEGIN flff QZZ BEGIN 9 LU J 5 r 9 ,:; Lamium manulatum'White Nancy' i i i i i i i i i Phlox pan iculata'David' O O :. ,...., •<: .• I I t 30 II t 30:...;•:.::..':.: : . 57< gallon container o.c. gallon container o.c.x ❑❑ � 0. O I 1 a 1 a U Off = END I I I I I I I I I Q Q .0. z / W = z � — o O ° 9 BEGIN w Q :,•.y: v v v v v .;.'•: '.: o 9 vvvvvv Phlox paniculata'Blue Paradise' Stachys byzantina'Silver Carpet' o Q Q U) 6 I`• u u u 1 gallon container-30"o.c. 1 gallon container-36"o.c. T U > > 1 � 5 9 BEGIN r� vvvvvv ¢ z Y v v v v v '- LANDSCAPE LEGEND vvvvvv Q z ' 1 :> U) ozo r. 6 ^ F- - Q Q w a 0 z Q i• + I I •I I I I � 4', COM Q I O LL Q G O Y • � �{i 1 + + PLANTS TO BE INSTALLED � O r o O BEGIN 9 '1 N o V .� :.I O Qo r JZ �.:.: :'��' ^1 LLI J � �s__•.: !� :.' < - - - -- - -- - V oo ao �� -- - - '- � �, - - - - - - - - - - CUT EDGING AS DETAILED o0 O co < J - 9 � — — PROPERTY LINE VERIFY 6 11 0 6 %,`_+!^•>•. "<' y y 9 y LANDSCAPE BOULDERS Z 12 14 L1.5 a � � _ _ a _ f y y y y y AS DETAILED 3 =Y =Y =Y =Y =Y 1 1 1 1 W W W 8 W FQC1 QUANTITY w O O 0 PLANT IDENTIFICATION KEY END 9 W 10 W 9 +. BEGIN 9 ° w :: �O O '`^ 9 MAINTAINED LAWN AREAS D. I I ,I ,I .0 ;. , TURF SOD AND TOPSOIL AS SPECIFIED 7 6 L 1 ±<, L1.5 6 6 2"MINUS BARK MULCH AT 3" 6. .6. DEPTH OVER DEWITT PRO-5 O WEED BARRIER LANDSCAPE t,. = _ _ FABRIC AND TOPSOIL AS C - SPECIFIED n.7 � Z O UNMAINTAINED/DRYLAND i EN D 9 y y y 0 •;., SEEDING AREAS WITH NATIVE 0.. y y SEED MIX.SEE SHEET L1.5 FOR 6 '�' 6 ••, 9 + ADDITIONAL INFORMATION Z .0.;:, a . }`> 9 BEGIN Z Z G 9 BEGIN G O W S - ,�. ALL OUT NUMBER PLS C OU S REFER TO NUMBERED J I— .9 L L T N T E NOTES BELOW 0 1 18 � 1 8 .6 .6 C A OU O S ,••3�, iM1 ......... . , t' TRIANGLE U_... 1. VISION GLE U W _ _ 2. PROPOSED TRASH ENCLOSURE 1 g END 9 END 9 + 3. PROPOSED PLAYGROUND I 4. PROPOSED 10'WIDE PEDESTRIAN PATH U w 5. PROPOSED 5'WIDE PEDESTRIAN PATH 6. PROPOSED TURF AREA LO 0 Q 7. PROPOSED COMMERCIAL PATIO AREA T 8. PROPOSED DOG PARK(1,132 SF) LANDSCAPEPLAN — AREA THREE 9. PROPOSED OPEN STYLE FENCING,COLOR AND STYLE w TO BE DETERMINED BY OWNER LANDSCAPE PLAN 20 0 20 40 60 10. IRRIGATION EASEMENT 2 11. DOG WASHING STATION AREA THREE W SCALE: 1"=20'-0" 12. BICYCLE PARKING J 13. COMMUNAL MAILBOX LOCATION . 14. MONUMENT SIGN, DESIGN AND STYLE PER OWNER Ll Z LU REVISIONS u� o r. W H W x c� �� 2xC � z ¢� �0� aQaUH �< 0.- U rA � zBo RODNEY EVANS + PARTNERS + + `+7 + reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 81�• COPYRIGHT©BY DG GROUP ARCHITECTURE PLLC �OP COPYRIGHT DATE Knawmfiwes MOW. Call before you dig. 09/15/21 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DRAWN BY YOU DIG,GRADE,OR EXCAVATE FOR THE LP MARKING OF *. ..: r.. '..''.,: .. I v ':A•: ; '7Yf '71r '71► I u u I -, ,. •, x' MEMBER UTILITIES :x: .�' r j — .� i': W PROJECT# I :;: t :- �4 • v. ❑❑ w - : :;:. ;; ,�,.�__,.., PLANT SCHEDULE 21oso ,•: . ,.J-" MATCHLINE - SEE SHEET L1.1 - :;r,,:, „�'{:. � 'XW:�;: � � ', : ;*-.:' QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES :.,.: , 1 Q p 1':;; DECIDUOUS SHADE TREES r:0 `,.' 1:..: :i 1•' O 19 AR Acer platanoides'Emerald Queen' Emerald Queen Maple 2"CAL. B&B Class 11-50'H x 40'W F_ + 16 GT Gleditsia triacanthos'Shademaster' Shademaster Honeylocust 2"CAL. B&B Class II-45'H x 35'W �'' :' "'`�'. ':z'`' _ `0 t :'' + 17 KR Koelreuteria paniculata Goldenrain Tree 2"CAL. B&B Class I-40'H x 40'W d .4 A;.;. ,f t I =,� + g QR Quercus robur'Fastigiata' Columnar English Oak 2"CAL. B&B Class I-50'H x 15'W ;... .. .. ............ w :.' :_'.::.'.� I, t_,' 0 22 ZS Zelkova serrata'Village Green' Japanese Zelkova 2 CAL B&B lass II-40 H x 40 W ... :...::, .. . .. .. ........., r:. :. ..t: n. :,,t'� Yu,,' .. . ..: i ..�• . .,: W F:..., . ;`+ \\III// :�!,.� O' \ �j CONIFEROUS TREES {`";.` fl END 9 Picea lauca'Densata' Black Hills S ruce '•. •'` x 2 PG g p 6'-7'HGT. B&B 40'H x 15'W • r :::.... . . ... : .. : :., 9 ::.. :. :: ..• .: ' •:''":••'"' ."; >:' Pinus flexilis'Vanderwolf's P ramid' Vanderwolf's P ramid Pine c F �/ ❑'❑ , , '':��` + 2 PF Y Y 6'-T HGT. B&B 30'H X 15'W I . . . . . . . . ::�: W :�.: L' a s v 4 ❑❑ I, t a // �\ ORNAMENTAL TREES THIS DRAWING CONTAINS INFORMATION WHICH IS THE '..L.- ,>'. J� �' '\ PROPRIETARY PROPERTY OF DOUGLAS L.GIBBON.NO w /y I _ 4f.: UNAUTHORIZED REUSE OR DUPLICATION OF THESE Prairifire Craba le 15 MP Malus'Pr irifir ' 2" AL.B B 2 'H x 2 'W 1 a e C & 0 0 0 9 0 BE IN PP G PLAN R ANY INF RMATI N NTAINED HEREIN t.'` � S O O O C O ,A. :,.�^?,`' ':r t'" WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS :t• •. Q :`�`.- Pr nus s r n ii' I mn ri ' Columnar Sar ent Cherr `` ' '' r u t Co u a s 9,• '• • �•,•' ••, + 14 PS age g y 2"CAL.B&B 35'H x 15'W L.GIBBON.THIS DRAWING IS NOT TO BE USED FOR ':•••'•:'i`•,+; : ;,,,, �'• .,i > CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. �- ' ���' , �'- �- ;.>. SHRUBS/PERENNIALS/ORNAMENTAL GRASSES ` �- ;0 Berberis thunber ii'Rose Glow' Rose Glow Barber >. `.,: 110 BT g ry #2 5'H x 4'W W > ,: :, :ti! .':. 'i :`«: - +.�• L — Buxus sem ervirens'Dee Runk' Do I• O 21 BS p Dee Runk Columnar Boxwood #2 10'H x 3'W 000p0 °°goo -y.. :r•• C o00 0� 0 ;` F 0 0 I m r ti tifl r v rdam' �c Ca a s os s acu o a'O e o 116 CA v rd m F th r Reed Gr #2 'H x 'W O e a ea a ass 3 3 9 '( I^' o :�: _ I.... 7 P o � I: S H� 0 N �i I m r i x ifl r 'EI D rado' o � <ti Ca a s ost s acut o a o �'•t`• 124 CX EID r F h rR r #2 'Hx2'W o ado eat a eed G ass 5 o g P i" •'•'r� , O � J �,. J O •ram• r:�•` o O o 117 DR Di ry II riv I ri 'K i k BI k' o O 0 4 e e a u a s od a ac KODIAK Black #5 4'H x 4' o .Y� 0 •i� I O I- 0 9 END 0 r— 9 cr 0 .:C•= O 11 ':j'' :•;� 'Y• �3 114 EC Echinacea'Daydeam' Coneflower #1 2'H x 2'W ❑— �o O. �' J o END 9 ��t': �O - W I_ wW w Wil B r 0 v ti a Echinacea ur urea'Po o d e 6 EP neflower #1 3'H x 3'W 1 P p ry' Co 0 0 O 0 _O. ► t O n• .,�•r + -!•. :;,: _ Erica x darle ensis'Darle Dale' O 5 �i .• 145 ED Winter Heath #1 2'H x T W �' �%' �t - -- -- - Y Y CF o O ,t ?. ,�/ �/ �/ O Il x r n k P n il' k P n iIH II P •, e c e ata'S e c S e c o 71 I 'Hx2'W C #5 8 0 t 4,• I Y Y Y L N P SC A o :I o •o 0 t., •..,•_ . , .>. , ;,.- .. ,. •,. •.. '. : : 56 JS Juniperus scopulorum'Skyrocket' Skyrocket Juniper #2 15'H x 3'W 000D°° j�,�� �r �� :•t :: ?- .6l: .,': Lamium maculatum'White Nanc White Nanc Deadnettle 2 LM 1 1 5 # 0.5'H x 1.5'W y '. v' v S• Y B 9 E IN G r•, •t WI= I.�L ,'�2 Pennisetum alo ecuroides'Hameln' �' 136 PA Dw rf F nt in r #1 H x 'W W �,'`` P a ou a Gass 3 3 iI• 1: , 3 Penstem n di it li 'D rk T w r B r t n u I o as a o es' eado e 169 PD 1 Hx2'W t :M 9 9 ,�: A• t 0 Penstem n di it li 'Hu k r R d' B r t n u o as se a eado e 129 PH 1 Hx2'W ••tr 9 9 # 3 1 z 0 J <;S �:.`. END 9 0 Phlox aniculata'David' `.>• ;6 '••� 6 PP White Garden Phlox #1 4'H x 2'W 0 1; �. :�• ,' p c� t, W �; :.�. Phlox aniculata'Blue Paradise' 212 PB Blu r n Phl x #1 3'H x 2'W r•::•- e Ga de o P r.. Bird's Nest S ruce O ti l''.'_::• 79 PN Picea abies'Nidiformis' #5 5 H x 6'W :y. .: W :i' C1� o Q Z Ph r lif li 'D I — soca us o u o us art's God' 93 P D I Nin rk H x 'W ":•: O art's God eba #5 5 5 `� Y P p Q o' :W • �r 83 PL Prunus laurocerasus'Otto Lu ken' Otto Lu ken En lish Laurel #5 4'H x 6'W O ..: :;•: W Y Y 9 U O t^ ,� :y •O Rhamnus fran ula Q ,•. 103 RF Fine Line Buckthorn #5 7'H x 3'W h C+ 9 Q .•A Y •, 9 BE IN .t G 52 .� i J 0 r. , rRt O Stach s b zantina'Silver Car et' ilv r r t L mb' Ear 4 S e Ca e a s 3 B #1 0.5'H x 2.5'W S P �W• Y Y P Q z iy~' r. t•. •z. w O L K r n i Vi rn m o ea S ce bu u 0 59 V Viburn m rl ii H x 'W C u ca es #5 6 6 I..L r. f::. P a O O � `.tYx 5 i J w t ;r z �,. ti I• W r.. o ' 2 z z 0 :' <: t .."' v O A U >..' Y �: ' Q •t, ;'t i �. o .,•. I I I I I I I I U Q t J 2 t. Lamium m n I tum'White Nanc '�.�' •:. a u a Phl x ni I 'D vi W 4 ,x:� o a cu ata a d' v' P — •'r I I I I I I I I I "t I I 9 >., X :, 0 0 '. • - 1 allon nt finer 30"o.c. 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X O O Q O 2 e' -- -- :t. - a H O Q 's- LL f t � _ Y O ,'C'r �r + PLANTS TO BE INSTALLED O O r^ A ' �' Vl `• O ,.7! :`: `��?:�:•';.fir: W a Q a0 N Q Q .i t, LLI Q YI, Q ::i• V O N 1 — 5 0 0 'E �•\-• t'• -o rn :{ > - �, 0 �" W � � �' J t :, W ry\ � W.' l . ,R/\ V </,� LJ - - O F• O \/ T ED IN A DETAILED O CU G G S o 0 >s '?.. r. s.r' N N :::` , � W �� M :^ — — PR PERTY LINE VERIFY O ( ) Y t,K' t'.i '. •. •..,'....r i.,. .•A, , , ,.��• `i 7 a :: .i 0 y, :t Y «�•i W ..T• r" }•, \•,. , :. :k'' LAND APE B LDER ti:': ','. SC OU S Z w q t~• �•t Q '1: :;: i >. AS DETAILED tt '�f< 0 4 1 5 ��. O '>:: - 1 W ;, :� . •: 2 .•t 1 0 Q U ANTITY 0 n'. :: 1 0 PLANT IDENTIFI ATI N KEY �:. a C O a c t•F•: Q •Y.w 1• o :A B Y. t ., .,: ; .,,'' t.ti. s''t. �• 1 r 1, iG:. �. �. \• Z• •=t. _ w \ ,:. 1 7. i r MAINTAINED LAWN AREAS t.,•A 7 •r, } i::. r /. u. T RF D AND T P ILA Y.: O U SO O SO S 1 �: Y.' 2 ,w,y .�^ O. I ii.: f.t v s: �t- 1 PE IFIED '�. it='' S C :`' . ::rr.: 2 o. o. r.o' Z ::, O • i . �: ,..,, y•..,, : >. O 11 . t.,., .. ;:. t w 4 Q �ry a� 0 2"MINUS BARK MULCH AT 3" •.t✓. :t,'. �: +{>T , l I DEPTH OVER DEWITT PRO 5 O 1F` ;: Ir , WEED BARRIER LANDSCAPE J: .t Y .t ^•7:' I t WI= "I'' FABRIC AND TOPSOIL AS A•' t w �,.I=. ri. y, ,•' •.` ..� S .i•'' ..; .•..• •. :... •: : :. ..• .....• .: . .. .... ,. •_. ••,,• _ _,.. :c.. SPECIFIED -. .. �: f':. 1 Z A L .r- �• o I•I: I :r;" :I X 1J t.. c �1 I I M ' F•• UNMAINTAINED/DRYLAND ,. .�y /� :c' :a 0 • 't t f... Y SEEDING AREAS WITH NATIVE 0 1 S 4 Y Y SEED MIX. SEE SHEET L1.5 FOR `Y� °.2.: o I I 3 .S , I I •F'' Z �. ti. y, :t;. :;i' ADDITIONAL INFORMATION ::x:. to t'� C' I i:;: t.:. i. o :.> :': i y, J` :,, M!t:: Z A t, 4• Y Z l /•�� :; o : +; ,. ;r;::w :ti7 L"t :<:. L :f: a ;:� S 1.• t 4 ::� : t`: o O , ` 11 ``, 0 A " t lyJ O - Jyj w ,• p �.• .. .Z ALL T N MBER .l' _. C OU U S _ .'hr REFER TO NUMBERED I— �J. `:• /. :'� r: NOTE BELOW 0 �4 '=` ALL T N TE S :ro: C OU O S a FUTURE ADJACENT 1. VISION TRIANGLE 0 U U DEVELOPMENT 2. PROPOSED TRASH ENCLOSURE U) J L 3. PROPOSED PLAYGROUND U Z 0- CONNECTION 4. PROPOSED 10'WIDE PEDESTRIAN PATH w � 5. PROPOSED 5'WIDE PEDESTRIAN PATH 0 � 6. PROPOSED TURF AREA Ix In Q 7. PROPOSED COMMERCIAL PATIO AREA W T 8. PROPOSED DOG PARK(1,132 SF) LANDSCAPE PLAN - AREA FOUR 9. PROPOSED OPEN STYLE FENCING, COLOR AND STYLE w TO BE DETERMINED BY OWNER LANDSCAPE PLAN 20 0 20 40 60 10. IRRIGATION EASEMENT 11. DOG WASHING STATION AREA FOUR W SCALE: 1"=20'-0" 12. BICYCLE PARKING J 13. COMMUNAL MAILBOX LOCATION I 14. MONUMENT SIGN, DESIGN AND STYLE PER OWNER L 1 . 4 Z W REVISIONS - h ¢ z � w utZ7z z � zax� � ¢ r ati RODNEY EVANS + PARTNERS a C7 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 81 COPYRIGHT©BY DIG GROUP ARCHITECTURE PLLC 9 1 COPYRIGHT DATE Know vAmft below. Call before you dig. 09/15/21 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DRAWN BY YOU DIG,GRADE,OR 3"DEPTH OF MULCH AT PLANTER EXCAVATE FOR THE BEDS MARKING OF LP UNERGROUND 8" MEMBER UTILITIES PROJECT# 21080 I - -IIII APPROVED TOPSOIL AND SOIL FINISH GRADE, AMENDMENTS AS SPECIFIED PER PLANS DRYLAND SEEDING REQUIREMENTS PLANTER BED CUT EDGE GENERAL OVERVIEW (TYPICAL AT TREES IN TURF AREAS) NOT TO SCALE THIS REPORT OUTLINES RECOMMENDED REVEGETATION AND SLOPE STABILIZATION MEASURES FOR DISTURBED A=LENGTH,AS SPECIFIED CUT AND FILL SLOPES WITHIN THE PROJECT LIMITS AS DEFINED ON THE ACCOMPANYING PLAN WHICH WILL BE SEEDED OR PER PLANT SCHEDULEIm . • . WITH THE DRYLAND SEED MIX AND NOT IRRIGATED. THESE RECOMMENDATIONS ARE MADE TO PREVENT SHORT TERM y• Q AND LONG TERM SOIL EROSION AS WELL AS TO PROVIDE AN AESTHETIC REVEGETATION WHICH WILL BLEND WITH THE B=85%OF'A' VARY HEIGHTS OF BOULDERS. EXISTING NATURAL SURROUNDING AREA. THE MEASURES INCLUDE REVEGETATION AND HYDROMULCHING 1 ' REMOVE ANY PLASTIC, BURLAP, NAILS,OR OTHER + 18" 36"DIAMETER BOULDER,AS PROCEDURES FOLLOWING TOPSOIL DISTRIBUTION AND FINE GRADING. THE AREA TO BE REVEGETATED CONSISTS OF 1 \ � MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT SPECIFIED, LOCATE PER PLANS ROOT GROWTH ALL DISTURBED AREAS RELATED TO GRADING FOR CONSTRUCTION AND ANY OTHER AREAS DISTURBED IN THE ", • . THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROCESS OF CONSTRUCTION. THE SLOPES TO BE AFFECTED VARY WIDELY IN DEGREE AND ASPECT. 30"-60"DIAMETER BOULDER,AS PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO • FINISH GRADE PER PLANS UNAUTHORIZED REUSE OR DUPLICATION OF THESE • ' CONSTRUCT 2"EARTH BERM TO FORM A WATER PLAN VIEW \ SPECIFIED, PLANS OR ANY INFORMATION CONTAINED HEREIN •2 RETENTION BASIN, FILL BERM WITH MULCH,AS WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS GENERAL EARTHWORK SPECIFIED GROUNDCOVER PLANTING PER PLANTING PLAN _• �� L. GIBBON.THIS DRAWING IS NOT TO BE USED FOR _ •• • i CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT. ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL, IF ANY, DISTURBANCE ;• MULCH, PER PLANS,3"DEPTH OVER ENTIRE BED. -- ----_ ` TO THE SURROUNDING NATURAL SLOPE OR VEGETATION.ALL FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO v --- -_ MULCH, PER PLANS,3"DEPTH OVER ENTIRE BED. DO DO NOT COVER CROWNS OF PLANTS \ ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS NOT COVER CROWNS OF PLANTS _ j° TILL SOIL TO A DEPTH OF 12" BACKFILL WITH 1/3 of , FOR ADDITIONAL REQUIREMENTS. ��� � � - _- PROVIDE COMMERCIAL FERTILIZER TABLETS AND •� ,� , IIII •d •q ;, APPROVED TOPSOIL AND SOIL AMENDMENTS,AS BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB 113 Stone ht 1�3 oaap°°°0p�oo 46, SITE PREPARATION ��/ / / /� - = SPECIFIED. Heig °oo�° E OF ° EARTHWORK PROCESS SHOULD BEGIN WITH CLEARING LARGE SHRUBS FROM THE AREAS TO BE DISTURBED. AMENDMEBACKFILLNTS,AS SPITH ECIFIED. TOPSOIL B OIKFILLD N 6��LIFTS - V��V���VV���V���VX�/V��VX/,X�V���V��V��� SUBGRADE - - I� ,rl T'T �o°°° `' N o WOODY STEMS AND BRANCHES SHALL BE CHIPPED ON SITE TO IMPROVE THE AMOUNT OF ORGANIC MATERIAL IN THE / / _ _ - WATER EACH LAYER, DO NOT TAMP OR OVER V���V���V���V���V���V���V���V���V���V���V���V���V�� it III III III n- -,iT = _-T���� o m ' o TOPSOIL. NATURAL TOPSOIL OCCURS AT VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE i1 I- - / / / / / / / / / /j�/j�/j�/ _III _III - o� Ai 4 vo COMPACT. �A/V/� /�A/�A/�A�� ��A�V��A.�A �A. o �I �l J Wcl EXCAVATED AND STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. = COMPACT SUBGRADE UNDER BOU DER g +,54 -- 12" WIDTH OF 12" CONSTRUCT 6"MOUND OF TOPSOIL �I 1 1 11 1 1 11 11 1 1 11 11 II II moo TOPSOIL DISTRIBUTION Q� Poo° AS REQUIRED Q' S ��oo MIN. ROOTBALL MIN. III 11 i ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED,THE TOPSOIL FINISH GRADE PER PLANS 4000000� SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE NEEDED,SLOPES SHOULD BE NOTES: SECTION NOTES: GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY COMPACTED 1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY. 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR ANOTHER METHOD WITH 2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. NOTES: 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. 3. THIN BRANCHES AND FOLIAGE BY%3. 3. CLEAN BOULDERS OF SOIL AND LOOSE DEBRIS. EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NECESSARY MECHANICAL MEANS OF EROSION CONTROL BE 1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. 4.WHEN PLACING BOULDERS, BURY 4 TO I OF BOULDER BELOW FINISH GRADE. 4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. a s IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER 5. DO NOT SCAR OR DAMAGE BOULDERS. z 5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW IMMEDIATELY. IN VERTICAL CUTS. BEDS. 6.WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF(6), 00 ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE BETTER ROOT PENETRATION,THE SURFACE SHOULD BE (2)WILL BE LARGE, (2)WILL BE MEDIUM,AND(2)WILL BE SMALL). w SCARIFIED PRIOR TO SEEDING. SHRUB PLANTING ° ° Z SEEDING 2 NOT TO SCALE GROUNDCOVER PLANTING BOULDER INSTALLATION � � o APPLY SEED TO THE PROJECT SITE BY HYDROSEEDING. 4 NOT TO SCALE 6 NOT TO SCALE J Q YO } THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. J U = 1-- O SEED MIXTURE: PURE LIVE SEED% MIX w I_- ROOT FLARE TO BE AT SOIL LINE ROOT FLARE TO BE AT SOIL LINE. W 0 0 z HARD FESCUE 25 PREVAILING WIND DIRECTION Q _ CANADA BLUE FESCUE 25 SHEEP FESCUE 25 PREVAILING WIND DIRECTION O O Q WINGLEY CHEWINGS FESCUE 25 w SOIL LINE / REMOVE DEAD/DAMAGED BRANCHES AND _ TOTAL SEED 40 LBS PURE LIVE SEED // PRUNE TO INTERNATIONAL SOCIETY OF W Q Lu F_ INSTALL @ 25 LBS/ACRE \ y REMOVE DEAD/DAMAGED BRANCHES AND SOIL LINE z w // PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY = z , \ ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES(AS DETERMINED BY THE Ow ' PRUNED TREES(AS DETERMINED BY THE LANDSCAPE ARCHITECT)SHALL BE REMOVED 2 0 ap FIBER MULCH MATERIAL \ LANDSCAPE ARCHITECT)SHALL BE REMOVED 0 ' AND REPLACED. DO NOT REMOVE MAIN U Q Q C/) GROW NUTRIBASE FROM"QUATTRO ENVIRONMENTAL",A COMPOSTED POULTRY BASED MULCH MATERIAL FREE OF \ / LEADER!! T U L AND REPLACED. DO NOT REMOVE MAIN a. � w GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER ACRE. LEADER!! ° C� ? z z < [P RUBBER CINCH TIE < U O Q O ORGANIC SOIL AMENDMENT _- RUBBER CINCH TIE o fV Q Y GROW NUTRIBOOST FROM"QUATTRO ENVIRONMENTAL"(OR APPROVED EQUAL)APPLIED AT 5 GALLONS PER ACRE. o ', 2"x 2"WOOD STAKE(LENGTH AS w (.0 Q - 2"x 2"WOOD STAKE(LENGTH AS REQUIRED)-DO NOT PENETRATE ROOTBALL. - M XQ O TACKIFIER J REQUIRED)-DO NOT PENETRATE ROOTBALL.SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.d (,y SEE NOTE 1. SET STAKES PARALLEL TO O O r rn w w Y g j MULCH TACKIFIER SOIL STABILIZER-ECOLOGY CONTROLS M BINDER. TACKIFIER APPLIED AT THE RATE OF 80 LBS. PER - d w 2 I\ U Q Q r ACRE. _ �� PREVAILING WIND. J z . • H °° cv Q Q O U GRANITE SEED c° C� (� < � 0o7 as 1697 WEST 2100 NORTH Z REMOVE TREE WRAP TRUNK PROTECTION, ° e o� � J �� � AFTER INSTALLATION CONSTRUCT 2"EARTH BERM AT EDGE OF o 0 P.O. BOX 177 tr p 0 (0 00 ao O LEHI, UTAH 84043 Q co Q 0 0 J 1-800-768-4433 w U o o ROOTBALL, FILL TREE RING W/MULCH,AS 0 w CONSTRUCT 2"EARTH BERM AT EDGE OF (OR APPROVED EQUAL) U O ROOTBALL, FILL TREE RING W/MULCH,AS ,'o ° SPECIFIED. z w SPECIFIED. p HYDROSEEDING 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY m 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY o o FROM TRUNK. Q MIX SPECIFIED SEED AND ORGANIC SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. O FROM TRUNK. ~� 4 APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF THAT 0 WHICH CAN BE MULCHED ON SAME DAY. KEEP OFF ROADS,WALKS,STRUCTURES AND AREAS NOT TO BE SEEDED. w CLEAN UP THESE AREAS. AFTER HYDROSEED,TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK MARKS = FINISH GRADE °e w aaAC III FINISH GRADE PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF FERTILE-FIBER MULCH w / // / ///////�/ COMMERCIAL SLOW RELEASE FERTILIZER Li o MATERIAL AND 80 LBS. PER ACRE OF TACKIFIER. V)L` /��/��/� ��/ /�/�� TABLETS to �� ��� w COMMERCIAL SLOW RELEASE FERTILIZER Ld / IIIV�\ V� MAINTENANCE w N - III � I BACKFILL WO ITH APPROVED TOPSOIL AND 1 (n i \ o i wo TABLETS IMMEDIATELY RESEED AREAS WHICH SHOW BARE SPOTS. MINIMUM ACCEPTABLE PLANT COVERAGE IS 80 I- I II ~ PERCENT AFTER ONE GROWING SEASON. PROTECT SEEDED AREAS WITH WANING SIGNS DURING MAINTENANCE SOIL AMENDMENTS AS SPECIFIED. SIDES OF HOLE ROUGH&UNEVEN BACKFILL IN 6"LIFTS,WATER EACH LAYER,PERIOD. THE SEED WILL REQUIRE APPROXIMATELY NINETY(90)DAYS OF FAVORABLE GROWING CONDITIONS TO O GERMINATE AND BECOME ESTABLISHED FOR SUCCESSFUL SURVIVAL WITH NORMAL MINIMAL SUMMER PRECIPITATION. WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILL BACKFILL WITH APPROVED TOPSOIL AND OF BALL OF BALL OF BALL OF BALL OF BALL SOIL EVEN W/TOP OF ROOTBALL, WIDTH WIDTH WIDTH WIDT WIDTH SOIL AMENDMENTS AS SPECIFIED. SEEDING TIME 5' MIN. DIA. DO NOT OVER COMPACT!! OF BALL OF BALL OF BALL OF BALL OF BALL BACKFILL IN 6"LIFTS,WATER EACH LAYER, Ik 'Ile 5' MIN. DIA. TAMP LIGHTLY AS REQUIRED, BACKFILL THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF SEEDING IS TREE RING SET ROOTBALL ON NATIVE, UNDISTURBED TREE RING SOIL EVEN W/TOP OF ROOTBALL, APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY,THEN SOIL DO NOT OVER COMPACT!! z RESEEDING SHALL BE APPLIED IN EARLY SPRING,AS SOON AS SOIL IS WORKABLE(NOT MUDDY)BETWEEN MARCH AND NOTES: SET ROOTBALL ON NATIVE, UNDISTURBED O MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND SEEDLING SOIL SURVIVAL RATE.SEEDING AFTER NOVEMBER 20,'DORMANT SEEDING'INSURES THAT THE SEED DOES NOT GERMINATE 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP 2/OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY NOTES: BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. Z z7 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP%3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM WATER THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY O THE CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED GERMINATION. AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. ui WARRANTY PERIOD. 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE FERTILIZATION 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR Q ARCHITECT BEFORE PROCEEDING. AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE FERTILIZATION IS NOT RECOMMENDED FOR RECLAMATION SEEDING DUE TO PROMOTION OF WEED COMPETITION. IF 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT WARRANTY PERIOD. U V WEEDS ARE APPARENT,CONTACT LANDSCAPE ARCHITECT FOR WEED REMOVAL REQUIREMENTS. MATERIAL. 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE F J 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING ARCHITECT BEFORE PROCEEDING. D EROSION CONTROL METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT IU UNDER NORMAL CIRCUMSTANCES AND ADHERENCE TO THE CONSTRUCTION PRACTICES DESCRIBED IN THE 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. MATERIAL. O 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING w SPECIFICATIONS,THE ABOVE RECOMMENDED EROSION CONTROL MEASURE SHOULD PROVIDE A STABLE SLOPE METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. o LO 8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0"IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT CONDITION. TO AVOID INCIDENTAL EROSION, IT IS IMPERATIVE THAT THE SLOPES,ONCE PREPARED, REMAIN #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. T UNDISTURBED UNTIL SEEDING GERMINATES AND IS ESTABLISHED. SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS,CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. z AN 80%VEGETATION COVER IS RECOMMENDED TO CONTROL EROSION. SURFACE CONDITIONS SHOULD BE w MONITORED DAILY. IF EROSION DETRIMENTAL TO THE SLOPE IS OBSERVED OR ANTICIPATED DUE TO EXCESSIVE DECIDUOUS TREE PLANTING CONIFEROUS TREE PLANTING 2 RAINFALL, REMEDIAL MEASURES SHALL BE IMPLEMENTED AS REQUIRED. REFER TO THE STORM WATER POLLUTION LANDSCAPE DETAILS w PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS. 3 NOT TO SCALE 5 NOT TO SCALE J Ll . 5 F_ z W _ \ � GRADING NOTES � l \ EP o EP _EP \ \ 1� E� C p d3 V • �- 1 d Ad1 d Ad aAEP ZD a EP EP �'w"' P d a EP O d d ! 1. ALL ELEVATIONS SHOWN ARE FINISH GRADE ELEVATIONS. SUBTRACT FINISH a I \ ` F B B SURFACE MATERIAL AND BASE MATERIAL TO OBTAIN TOP OF SUBGRADE. O O / I u d CS2 LLC. 2. EXISTING AND PROPOSED CONTOURS ARE SHOWN AT 1 INTERVALS. CD W. USTICK RD. Lu I I I I I I r 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 MAXIMUM UNLESS NOTED OTHERWISE. 0 I '� ; cn w 1 I I I I I I 4. COORDINATE UNDERGROUND UTILITY INSTALLATION WITH CIVIL WORK SHOWN. w w FIFE: 2572.00 o �. o FIFE: 2571 .50 FIFE: 2572.00' 1I I / I o � I I - •0° 5. THE TOP LAYER OF UNSUITABLE ORGANIC TOPSOIL MATERIAL WITHIN THE -2.0 Lo � � / -2.0% 1 I - .000 I w GRADING LIMITS SHALL BE STRIPPED TO A MINIMUM DEPTH OF 6" INCHES AND O © I I \ z DISPOSED OF OFF SITE. 11 �O I w - s% �'? o - - o o I a m 6. AFTER SITE STRIPPING, PRIOR TO PLACING AGGREGATE, SUBGRADE SHALL BE N I N a-- -0 4% - I w w PROOF ROLLED WITH A LOADED DUMP TRUCK AND INSPECTED. ANY SOFT w AREAS SHALL BE EXCAVATED AND FILLED WITH COMPACTED ENGINEERED FILL. I I I ° IN AREAS REQUIRING FILL PLACEMENT THE SUBGRADE SHALL BE SCARIFIED TO w 0.5% 5% 1 �I I o co A DEPTH OF APPROX. EIGHT (8) INCHES AND MOISTURE CONDITIONED BETWEEN w / N\ N ° co ni ��I l MINUS TWO (-2) AND PLUS THREE (+3) PERCENT OF THE OPTIMUM MOISTURE o CONTENT. SEE GEOTECHNICAL REPORT FOR DETAILS. ST ST S \°� o ti °\° �� - -� �- - 7. ANY FILL MATERIAL SHALL COMPLY WITH THE "STRUCTURAL FILL" SECTION OF ° \ o THE GEOTECHNICAL REPORT AND BE COMPACTED TO 95% OF MAXIMUM DRY co - I - _ W. PEBBLESTONE DR. DENSITY PER ASTM D-1557. o N /I -2.000 I \ FIFE: 2571 .75' I O N o / a S 8. THE CONTRACTOR SHALL VERIFY THAT NO UNMARKED EXISTING / d - - - `�o , �_ - - UNDERGROUND UTILITIES EXIST IN THE CONSTRUCTION AREA & ROAD RIGHT o OF WAY PRIOR TO STARTING CONSTRUCTION ACTIVITIES. O ti ST - =Z 6° 2572.24 (D co - - ' - - 257 .80 2571.24� 2571 .83 I CS2 LLC. 9. MAINTAIN SLOPE IN THE DIRECTION SHOWN. GROUND SURFACES SHALL z W. PEBBLESTONE DR. �� I ^ \ SLOPE A MINIMUM OF 2% AWAY FROM ALL BUILDING FOUNDATIONS. J TIT o ` G -2.0° � 0 ?00 ; FFE: 2571.75' � � FIFE: 71.75' Cn J W 4 _ ° _ 25 1.62 0 - / 2 - - - 25 1.59 10. REMOVE EXISTING STRUCTURES AND DEBRIS AND DISPOSE AT AN APPROVED z Q (n 25 I \ 25 1 22 - - 0 co I - OFFSITE LOCATION. O O I ad o - - 2 1 .03i � III / / UW00 -3.4/0 � I -0 6% III I AARON J. QUEEN Ll I - o `\\\\ / _ _ - _ - _ - / 2571 .59 3111 NW 13TH ST. � LL a - -6 _ 25 0.7 \ 2-57 . I w Cn w / wI i o 4 \ ���� 4.2 0 5.4% FF '� 72.00' -1 .3% I \�\ _ _ -1_ 2571 .9 - FFE: 2571 .75 ° FF { 2571.7 ' ~ 0 O .� \\\ \ 1 \� 25 ° 2.0 / 5 ��� 71.59 LLJ z I / I .\ \\ �� LO?86 o �\ 1 ' °25 1 .81 2.0 0co - _ � e.-6 - -1 .4/o I 2571 .72 KIRK DAVID z 1 - - II - - - �\\ \ \ T\ I� - - - - - - o - -� - - STEVENS O z I 1 FFF :, 2.UU 0 5 0 1 2 ���\ I 3093 NW 13TH ST. _ 0 69 2 1 \ ° - .0/o FIFE: 2572.00 J \ o I I < z� I w I O o ° .0/o - _ 25 1 � --FF'C 25577'2-� -2.0 0 0 - o/ FFI : 72.00' �2571 .84 0 0 z w I o o I \ \ �o - - - 2 - - 9 - - m I ) p - - - - co 3-00/01- J I 2570. 1 I -5. °/ 9.fi 1.92 \ I �°/ L 1❑ \ w ° \ \ , I I - r l 2572.75 EDER N. SANTANA z ESTIMATED QUANTITIES \ 2571. 3075 NW 13TH ST. p \ w I ' 84 - \ 2 `.Q% \ FFE: 2572_00��7 -4 5% I \ w *QUANTITIES LISTED ARE ESTIMATES ONLY. CONTRACTORS TO cn _ -6 0% - - L FFE: 2572.00 o _ o o I2.0577/ 93 FFE: 2572.00 25711.84 CALCULATE THEIR OWN BID QUANTITIES. ESTIMATES ARE IN BANK O \\ �\ ` \ - - 2•00 - - - CUBIC YARDS WITH NO ALLOWANCE FOR SHRINK OR SWELL. � \ `�, -4.8 0 1 I QUANTITIES DO NOT INCLUDE STRUCTURAL FILL BELOW BUILDING w 2 68._ \ \ 2570.1 2 �\ \ _ _ 25� 9 I 5.4% FOUNDATION. \ \� I� JOHN G. BITLER PROPERTY AREA ...................................................................... 8.80 AC \ \\ -1 .7°/ _ o .0% \ \ � � \ I � 3055 NW 13TH ST. DISTURBED AREA (TOTAL) . . 8.09 AC v _ \ �\ \\ i� 7 g� FFE:�7�A0' -5.6 0 0 GENERAL EARTHWORK (NET CUT) ........................................ 10,566 CY o O I \ -2. °/P \ \\�� `� \ (�-f - - - - 2 - -M-aCI o ° 7\�_ 2572.00 57 .59 0 Y r \ \ \ \ - .0% \ 1 L 571.97 ,` \\ -6.2 0 _ o z I0/0 1L571.48 JORDAN LEACH a _ _ 7 3039 NW 13TH ST. 0-d1 \ \ 1.s/° 8 5 , FFE: 2572.00' -6.0°0 ° I I Y z \�\ i \ ^ _ 6 FIFE: 2 71.17 Y `� \ - o I ° w 1 \ \ \ \ I FF Q\ _ - 70 5 2' o ° z z Y o' N \ \\ �_ -_� - .0/0 w Lu \ V \ \ � � \ / \\\\ \ 7. 1 �56 N jr �� .21 .3 \ 2 \ \ \ \ -n67 �� _ \ BRIAN S. DE LA MOTTE U I O \\\ \\\ \� - _ - - - ' - - ��- - - - _ �_�-�" 1 3021 NW 13TH ST. O •Op w Q 0 � �\ w lh \ \\ � \ - O0) T ss \ \ I 1 i J \ I STEPHEN A. O I 13TH ST. / =� \\\ \\\� \ I/ I > , FFE: 2572.00 FFE: 2572.00' ; FFE: 2500' I l 1 TAYLOR 3003 NW 11 W all ,� _ _ _ _ - - I I z I O Q in CREASON CREEK -a Z m I�,)� L ,II����\ \ \\\\� 1 / SUBDIVISION No 2/ o Y w O CS2 LLC. z Q MRH HOMES INC. MRH HOMES INC. J 11 a MRH HOMES INC. w 1422 W. TUMBLE CREEK V Q o I UNPLATTED W. TUMBLE CREEK DR. 2987 N. ZION PARK AVE. 2984 N. ZION PARK AVE. DR. CD c 0 GRADING & DRAINAGE PLAN 7 a) SHEET NO: 0 40 80 -1 ■0 Feet DATE: 9-17-21 L Q) D PAGE NO: 1 OF 2 O � � z44/ O SSMH M SECTOR Lo —W-,USTICK RD. M RIM: 2571 .47' GENERAL UTILITY NOTES BOX " INV. IN: J ZD P° P ° \ EP Ln dB 1 d P _ d \ EP INV. OUT: �D 1 . THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE z A d d ° p EP d ° d° a s CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO uV —"GE R COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL SECTOR---- P r I s (VAULT CS2 LLC. DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE W BOX /� ` W. usTICK ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF \ I II I I D I I FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND w I I � P I s � � I � UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING Cn I I SPIG I I I I SSMH SSMH �� CONCRETE PA ER PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL NOTIFY SSMH I I RIM: 2569.82' RIM: 2570.61' I I RETAINING WALL THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON 57 s I � 11 � I RIM: 2568.84 I I INV. IN: INV. IN (W): \ I THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. I INV. IN: I I ' I INV. IN E : ] z � I ' INV. OUT: ( ) / INV. UT: I I INV. OUT: - I I ° 2. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY Y w THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS � J \ — Q I SSMH — — — — SSMH �I I m o SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE ° GATE s ss ° s S RIM: 2569.91' �' I RIM: 2571.87' J WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED ■ — e — — — ; INV. IN: INV. IN: I I I ° co CONSTRUCTION PLANS. SPIGOT _.:IP HOUSE I INV. OUT: U / IL INV. OUT: co w ` w (/ 3. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR J / \\ — sT TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. W *k w / _ � Cl s — / CD ■ Bic _ COMM K II ss ss S Ss �T s 4. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE O W VAULT i 0 i w\ w— F�— w w — //� — - d W. PEBBLESTONE DR. THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED d SPIGOT / I \ BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. (D o Lo I \ I ICo sT �� CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE U AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. z > 00 ° I F- _p F-O IRR — — IRR IRR IRR 1�2R IRR IRR _ _ / I J Q 0 / ��\ F-p — — — — F-e -— / II '' CS2 LLC. - - �- - - - — -=I — - - u � W. PEBBLESTONE DR. 5. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF LLj LIJ s I \ \ S Co J 1 I THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). Co Q Co RIM: 80' / I \ $s — / I ; O 0� O — LL] CD IRR R IRR IRR - - - - w - _ l� _ _ 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED U � J \ - / IN I - \ �� " �I / I NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. z W > __ L LL w I -� \\\< SS S �F3EAK _ C cn III/ I AARON J. QUEEN \ \ \\- \ \ \ 3111 NW 13TH ST. C/) I \ a \ w I I \\ \���� — ss \�� \ If I I it LN l _ � _ \\\\ SS , - - - POWER NOTES00 QI ° ` \\\�\ I� - - I \I 1. COORDINATE CONDUIT INSTALLATION AND TRANSFORMER INSTALLATION WITH CITY OF I z \_ I I— I �\�� - - - - �'� s MERDIAN. I I - - �/ \ \ KIRK DAVID W 0-J I I I � I II _ I ` STEVENS\ II z_ Q - \ 3093 NW 13TH ST. o GAS NOTES z s 4- STR L S 0z 1. COORDINATE GAS SERVICE CONNECTION WITH INTERMOUNTAIN GAS. CO° + o ww < - - 1 Ii► \ I I WATER NOTES d I I t — � W_ _ _ Iw ss - \ _J l , 1. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. F-Cl EDER N. SANTANA z C/) I — — — S \\ I I I I \ 3075 NW 13TH ST. p 2. A TOTAL OF 1492 LF OF 1-1/2" PIPE SHALL BE INSTALLED PER ISPWC DRAWINGS. o I co W \ \ \ - - - - - SSMH w � I `° \ =O \ '\ \� � \ - `� RIM: 2570.37' I I � � I \ I \ ssS\� \ �\ - - - - - - - - - - SEWER NOTES o I I \ ���y{p�{C -_INV. I N: d \ Fag � \ L \ I - \\ \_ - - - - - - - - I � IN OUT: 1. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. A TOTAL OF 1457 LF OF 8" o O V CoI \� I ! _ _ _ i l SERVICE PIPE SHALL BE INSTALLED. SERVICE PIPE SHALL HAVE A MINIMUM OF 0.4% SLOPE TO ITLER U I I \ O \ \ \ §S \\ \�\\\ \ \� I I 3055 NW 1JOHN G. 3TH ST. SEWER MAIN. Q W , �\\\\ \ — I S s 1 , z U M = \ \ \ I I \ \\\ \ �\X \\ cn F \ \ \\\NINN A `\ \\ S \ \\ \ � ` ` \\ II I JORDAN LEACH _ I I 3039 NW 13TH ST. J 57 \\ \ SSMH \ Co J �� \ �\ \\\ `\ �`� \ I RIM: 2569.67' SSMH o 0 \ \ I \ I \ \ �' RIM: 2569.85' N l \ 'S IV�H' '� `�� INV. IN (W): w — — I 0 I \ �\ \ �" \ I I-N S : I INV.�(SW :I I I ° � Cl) IL d CO) U Q RIM: 2 >��7 --� �- �� — � INV. IN (SE): I � iINV. I \ ```` _ U _ — — s INV. OUT: II[� U W M — M M M M \ BRIAN S. DE LA MOTTE J rJ ° \\\�� ��\\ SSMH \ - _+ - - - - - _ _ _ _ s - _>_\ \ \ 1 3021 NW 13TH ST. RIM: 2569.60' �\ + ' �-N _ — — + LU INV. IN: ` \ - _ --- _— — _ = I 1 Z 0 NCRET \�� \\\ p - ---- J z z G LVERT \\� \�\\ INV. OUT: TA "s - _ s O J \ W \\� \�\\\ \� 1 IR IRR / I I I O V J o I \�\\ I I I - J \ STEPHEN A. > U I 1 10 \� \\\ ` I I I I I / - I l TAYLOR 3003 NW z I� ) \ \ \ - I I 13TH ST. O F_ \ W.C. - - - - _ -� _ - � --� I -� - - _ _ J � ,I I z m - N Q ( (ill \� — — R YRR IRR IRR N•C• I IRR _ U I �I II \\\; \�\\ - - - - - - - - - - - - - - - - _ W _ _ - - _ _ _ z - � CREASON CREEK -� / ° w \ �- /- \ I J a I _ ETE \\\ \\\� I / / / \ \ SUBDIVISION No 2/ N < I ° CULVERT z < MRH1 IOMES INC. Q MRH HOMES INC. CS2 LLC. U MRH HOMES INC. a I 1422 W. TUMBLE CREEK UNPLATTED W. TUMBLE CREEK DR. 2g87 N. ZION PARK AVE. 2984 N. ZION PARK AVE. DR. U) c 0 U c SHEET NO: UTILITY PLAN C-2,0 SCALE: 1" = 40' DATE: 0 40 80 9-17-21 L Feet PAGE NO: 2OF2 REVISIONS KEY NOTES - - 4 12 6 2 8 11 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COPYRIGHT© BY DIG GROUP ' 7. C.M.U. BLOCK. DATE 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, 09/16/21 - AND SPECIFICATIONS. T.O. L4 GYP. C. DRAWN BY • 30' - 6" I 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. AW ' 10. 2x HORZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS PROJECT# - - ". - - � - _ '_ "- . -. - , = � •-" .• - SHOWN. - �0_ TLA20-7 11. METAL RAILING SYSTEM. CD T.O. L3 G_YP. C. co 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND 20' - 4 1/4" WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 14. METAL WALL PANEL AT COMMERCIAL BUILDING. 15. METAL FRAME WINDOW. T.O. L2 GYP. C. 16. STORE FRONT GLAZING SYSTEM. — 10' - 2 1/2° GROUP - _ THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO - - - - - UNAUTHORIZED REUSE OR DUPLICATION OF THESE - T.O. CONCRETE WITHOUT HHEEXPRESSWRIT ENCONSENT OFDOUGLAS L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR 0' _ p111 CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1I I- BUILDING A - EAST ELEVATION LICENSED 1/8" = 1'-0" ARCHITECT 5 AR-2Da4 I I ' DOUGLAS LINCOLN GIBSON STATE OF IDAHO 0 " T.O. L4 GYP. C. z o < g U _ CIO J � o � T.O. L3 GYP. C. o 20' - 4 1/4" Qzz 00Q C) C) z = W 0 z w T.O. L2 GYP. C„ _ 10 2 1/2 o Ui OOO OOO ODO OOO - Lu O _ _ _ _ _ - -- - --- -- _ Q ^ LJJ (D O Q O ..L O N EE P Q Lu - - - - - - - O N C? Qz - - _- T.O. CONCRETE 0 Q Q o Y - - - - - - 0' 0" o � o III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III- `J) J o ¢ _) V O (I co N Z C� ¢ O X 0 0 � W N cz n BUILDING A - SOUTH ELEVATION 3 1/8" - 1'-0" 0 z 0 _ ui w LA - - ❑• _. T.O. L4 GYP. C. 30 6 z co _ El T.O. L3 GYP. C. 20' - 4 1/4" U V z J _ F LLJ w = - _ LI J Q _ T.O. L2 GYP. C. - - 10' - 2 1/2" r - _ - _ - - - - - - - - - - A302A W El El D Lp T.O. CONCRETE .__I EXTERIOR ELEVATIONS-BUILDING A �� 1 BUILDING A - NORTH ELEVATION z 2 1/8" = 1'-0" ui REVISIONS KEY NOTES -- - 1. 30 YEAR TYPE W COMPOSITE SHINGLE, TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COPYRIGHT© BY DG GROUP 7. C.M.U. BLACK. ARCHITECTUREPLLC 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, DATE AND SPECIFICATIONS. 09/16/21 T.O. L4 GYP. C. _ _ _ _ _ _ _ T.O. L4_GYP. C. 30' - 6" 30' - 6" 1 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. DRAWN By 10. 2x HORZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS AW SHOWN. PROJECT# i i 11. METAL RAILING SYSTEM. TLA20-7 T.O. L3 GYP. C. _ _ _ k k 11 11 _ _ _ _ T.O. L3 GYP. C. 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND 20' - 4 1/4" 4 1/44 I WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 14. METAL WALL PANEL AT COMMERCIAL BUILDING. 15. METAL FRAME WINDOW. T.O. L2 GYP. C. T.O. L2 GYP. C. I1 16. STORE FRONT GLAZING SYSTEM. 10' - 2 1/2" — — — 10' - 2 1/2" I . S _ - _ _ _ _ _ __ _ _ _ _ _ _ _ _ THIS DRAWING CONTAINS INFORMATION WHICH IS THE - - - - - - - - - - - - - - - _ UNAUTHORIZED REUSE OR DUPLICATION OF THESE T.O. CONCRETE _ _ _ - _ - _ - _ - _ - _ - _ _ _ T.O. CONCRETE WITHLANSORANYINFORM TIONCON CONTAINED NTOHEREIN AS OUT THE EXPRESS 0 0 0 0 L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT n BUILDING B - NORTH ELEVATION n BUILDING B - SOUTH ELEVATION LICENSED -J 1/8" _ 1'-0" -J 1/$" _ 1'-0" ARCHITECT AR-2aa4 DOUGLAS LINCOLN GIBBON STATE OF IDAHO z O T.O. L4 GYP. C. ° 30' - 6" V oO ° 17- 0 J < o � = moo T.O. L3 GYP. C. w o 0 z 20' - 4 1/4" a _ D ooQ T.O. L2 GYP. C. — o w = U cf) Q :> c� 000 000 DOO 000 000 00 Uwe 000 000 00L 007 000 0E- LL L� Q Z Q Q W co OQ ° co N °C o N T.O. CONCRETE O r Y � CONCRE W = 0 o � z O cn Lu o Q fn WJ �N V O (D CD z n 0 � W � cz BUILDING B - EAST ELEVATION "� Q � � U 1/8" = 1'-0" 0 10 12 1 2 4 11 3 8 9 Z Q cr W W O T.O. L4 GYP. C. 30' - 6" z � z7711 p /lp T FT] T ❑ n - cr 11 k 1 11 T.O. L3 GYP. C. _ °o z U V 20' - 4 1/4" 00 u_ �izz � _..I - - _ •• - - - - - N z Cn z M J W Ll Lj 0 L j Lo Lu FEj7C I T.O. CONCR EXTERIOR ELEVATIONS-BUILDING B ETE 4 BUILDING B - WEST ELEVATION Z 1/8" = 1'-0" �,J„� REVISIONS KEY NOTES C-::) - 1. 30 YEAR TYPE W COMPOSITE SHINGLE, TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COPYRIGHT© BY DG GROUP 7. C.M.U. BLOCK. ARCHITECTURE PLLC 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, DATE AND SPECIFICATIONS. 09/16/21 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. DRAWN BY 10. 2x HORZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS AW SHOWN. PROJECT# 11. METAL RAILING SYSTEM. TLA2O-] 12 10 3 2 8 1 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 14. METAL! PANEL AT COMMERCIAL BUILDING. 15. METAL FRAME WINDOW. 16. STORE FRONT GLAZING SYSTEM. rFc_ GROUP THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBBON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN P_LATE WITHOUT THE EXPRESS WRITTEN CONSENT OF D L.GIBBON.THIS DRAWING IS NOT TO BE USED FOR FOR 29' - 4 5/8" 29' - 4 5/8" 1 CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT FT 11 [Ell (V FE1 , FT Hcm _ r LL LICENSED O M ARCHITECT EIET.O. L3 GYP. C. T.O. L3 G_YP. C. N - AR- aaa 20' - 4 1/4" 20' - 4 1/4" 0 0 w bo z M J Ll T.O. L2 GYP. C. i-11 T.O. L2 GYP. C. OOUTAT LINCOLN GIBSON O - - - - - 10' - 2 1/2" V 10' - 2 1/2" V STATE OF IDAH+ z LU cc: T.O. CONCRETE _ _ - \` - \` - T.O. CONCRETE ° o z . 00 III III III III III III III III III III III III III III III III - J Q Q = � o W ooz 1 BUILDING C - EAST ELEVATION 2 BUILDING C - NORTH ELEVATION o o Q 1/8" = 1'-0" 1/8" = 1'-0" O � U C) " w = O < < W T z0 � w cc C) , ox _ 2 5 � 2 > CU U) Q �: c� cy Uwe Qw O Q z Q w OQO c~i� 00 N °C o O N c) Q z 1— Q C) r Y O C? cn [__ T Jzo� ffnn cn (o Q Q fV J C) ui V O (D CO C') Q O X 0 M ui Q T.O. L3 PLATE _ — T.O. L3 PLATE g 29' - 4 5/8" 29' - 4 5/8_LL 4FU 11 El� T.O. L3 GYP. C. _ _ LM _ T.O. L3 GYP. C. O 20' - 4 1/4" 20' - 4 1/4" T.O. L2 GYP. C. _ T.O. L2_GYP. C. O 0 — — — 10' - 2 1/2" — - - 10' - 2 1/2" or Q 000 ODO 000 C) U 000 D00 000 � U __j 0— Lu - _ - w - - T.O. CONCRETE -__ - - -__ - -__ - -__ - -__ - -__ - -__ - -__ - -__ - T.O. CONCRETE O J Lo o' - o" o' - o" T Q _ =III III III III III III III III III III III III III III III III I � - Z =d =--d =d =d - W n A502 BUILDING C - SOUTH ELEVATION n BUILDING C - WEST ELEVATION uj 1/8" = 1'-0" Y EXTERIOR ELEVATIONS-BUILDING C 1 Z W REVISIONS KEY NOTES C-D--- 1. 30 YEAR TYPE 'A'COMPOSITE SHINGLE, TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COPYRIGHT© BY DG GROUP 7. C.M.U. BLOCK. ARCHITECTURE PLLC 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, DATE AND SPECIFICATIONS. 09/16/21 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. DRAWN BY 10. 2x HORZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS AW SHOWN. PROJECT# 11. METAL RAILING SYSTEM. TLA20-7 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 2 1 3 8 9 11 12 14. METAL WALL PANEL AT COMMERCIAL BUILDING. 15. METAL FRAME WINDOW. 16. STORE FRONT GLAZING SYSTEM. UROUP .. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR T.O. L3 GYP. C C . T.O. L3 GYP. C. ONSTRUCTION UNTIL IT IS SIGNED BYTHE ARCHITECT 20' - 4 1/4" V 20' - 4 1/41 co i LICENSED ARCHITECT coAR-2aa4 10' - :2 1/2DOUGLAS" STATE INCOLN GIBSON OF IDAHO T.O. CONCRETE _ -_ -_ T.O. CONCRETE 0' - 0" 0' - 0" o 0 LU BUILDING D1 - FRONT ELEVATION ING D1 - REAR ELEVATION o 0 0 oaf CU = oo J < o � = moo LU ooz o0Q U owl � z = O a a LLI T z 0 w = C ox _ 2 5 = 2 > CU cf) Q �: c� cy Uwe QLu O QZQ LLJ O Q O c~i) 00 N °C P o O N co Qz ffnn C/) Q Q hu V O O T.O. L3 GYP. — — T.O. L3 GYP. C. I� 0 w o o 20' - 4 1/4" 20' - 4 1/4" �I 0 z 0 T.O. L2 GYP. C. T.O. L2 GYP. C. w w 10' - 2 1/2" V 10' - 2 1/2" �I - - - -_ - - _ - - _ - - -_ - - -_ - -_ - - -_ - - _ - T.O. CONCRETE - _ - - -_ - _ - -_ - - _ - - - - - T.O. CONCRETE O 0' - 0" —III III III III III III III III III III III III III III III III III III III III III- z O BUILDING D1 - LEFT ELEVATION BUILDING D1 - RIGHT ELEVATION O o 1/8" = 1'-0" Y 1/8" = 1'-0" cr Q Y U Z C/) 0- U � � u.1 n 0 Lo /0 Lr) LL T Z A6 . 2A 5W 1 1 I � I EXTERIOR ELEVATIONS-BUILDING D1 1 Z W REVISIONS KEY NOTES C-}- 1. 30 YEAR TYPE'A' COMPOSITE SHINGLE,TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COP ARCHITECTURE B GROUP ARCHITECTURERE PLLC PLLC 7. C.M.U. BLOCK. DATE 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, 09/16/21 AND SPECIFICATIONS. DRAWN BY 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. AW 10. 2x HORZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS PROJECT# SHOWN. TLA20-7 11. METAL RAILING SYSTEM. 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 14. METAL WALL PANEL AT COMMERCIAL BUILDING. 15. METAL FRAME WINDOW. rFc_ 16. STORE FRONT GLAZING SYSTEM. ewN UROUP 2 1 3 8 12 THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT LICENSED ARCHITECT AR-2aa4 _ _ _T.O. L3 GYP. C. 20' - 4 1/4" Tr 1 20' - 4 1/4" -11 r COUGLAS LINCOLN GIBSON P;19 11 coSTATE OF IDAHO 10' - 2 1/2° T- J-T -T-.= .,4� T--T J- -T 10' - 2 1/2" V z O LU 0 0 z - - - - - T.O. CONCRETE _ __ _ __ T.O. CONCRETE J . 0 -� J Qoz O LLI 1 BUILDING D2 - FRONT ELEVATION 3 BUILDING D2 - REAR ELEVATION 0 z z 1/8" = 1'-0" 1/8" = 1'-0" o o Q J U cw � o = C) aza Lu T z 0 1 Lu Cc C) , ox _ 2 5 = 2 > CU cl) Q �: c� cy Uwe Lu O QzQ Q Lu O Q O c~i� 00 N °C o O N c) Q z O O J z O ff nn CO pp Q Q V O � O � � C� Q C) x 0 0 '4 Lu N cz T.O. L3 GYP. C. _ _ 20' - 4 1/4" 0 Ww T.O. L2 GYP. C. T.O. L2 GYP. C. z 10' - 2 1/2" 10' - 2 1/2" O T.O. CONCRETE _ - _ - __ - _ - _ T.O. CONCRETE z O " ' " ' " ' " ' " ' " ' " ' " ' =III III III III III III III III III III III III III III III III III III III III III= o � BUILDING D2 - LEFT ELEVATION CSC BUILDINGD2 - RIGHT ELEVATION Q 1/8, - 1 -0, 1/8, - 1 -01 U V z _.J U 0- u.1 uj n 0 Lo /0 Lr) LL T Z A6 . 2B 5W 1 1 I � I EXTERIOR ELEVATIONS-BUILDING D2 1 Z W REVISIONS KEY NOTES 1. 30 YEAR TYPE 'A' COMPOSITE SHINGLE, TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COPYRIGHT© BY DG GROUP ARCHITECTURE PLLC 7. C.M.U. BLOCK. DATE 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, pg/16/21 AND SPECIFICATIONS. DRAWN BY 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. AW 10. 2x HORZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS SHOWN. PROJECT# 11. METAL RAILING SYSTEM. TLA20-7 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 14. METAL WALL PANEL AT COMMERCIAL BUILDING. 15. METAL FRAME WINDOW. rFc 16. STOREFRONT GLAZING SYSTEM. GROUP .. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE S 3 1 2 12 1 O PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT LICENSED ARCHITECT AR-2Da4 T.O. L20' 4P1 4 T.O. L3 GYP. C. DOUGLAS LINCOLN GIBSON STATE OF IDAHO N ---IT 11 11 11 111111a I Ill 11 11 1111 �7 11 1 1 1 11 JI T.O. 10G 2P1/2 — — _ T.O. L2 GYP. C. � z ' � W O rc = O Z Q ' z U . 0 0 T.O. CONCRETE _ - - ___ - ___ - ___ - - - - T.O. CONCRETE _ z iii ii ii iii iii iii iii iii iii ii ii iii ii III III III III III III III III III III III- Q z IrQcn BUILDING E — FRONT ELEVATION BUILDING E — LEFT ELEVATION i Q Q 1 1/8" = 1'-0" 2 1/8" = 1'-0" U w ' O z = C) a a Lu T z0 � W cc v , ox _ 2 5 = 2 > CU cf) Q �: c� cy Uwe QW O Q z Q W O OQO c~i� 00 N °C o O N co Q z O I- ¢ O r Y � O J z O T.O. L3 GYP. C. _ T.O. L3 GYP. C. 20' - 4 1/4" 1 20' - 4 1/4 0 z 0 W w 11 11 k k 11 11- 11 11 T.O. L2 GYP. C. T.O. L2 GYP. C. 10' - 21/2" - - - 10' - 21/2" T.O. CONCRETE __ __ T.O. CONCRETE 0' - 0" V 0' - 0" V z BUILDING E — REAR ELEVATION BUILDING E — RIGHT ELEVATION z O 1/8" = 1'-0" Y 1/8" = 1'-0" O � a Y U Z C/) 0- U W ui n 0 Lo /0 Lr) LL T z A702 5W 1 1 I � I EXTERIOR ELEVATIONS-BUILDING E 1 z W REVISIONS KEY NOTES - — 1. 30 YEAR TYPE W COMPOSITE SHINGLE, TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COPYRIGHT© BYDGGROUP ARCHITECTURE PLLC 7. C.M.U. BLOCK. DATE 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, 09/16/21 AND SPECIFICATIONS. DRAWN BY 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. AW 10. 2x HORZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS PROJECT# SHOWN. TLA20-7 11. METAL RAILING SYSTEM. 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 14. METAL WALL PANEL AT COMMERCIAL BUILDING. - d 15. METAL FRAME WINDOW. T.O. CONCRETE FEj7C I 0� 16. STORE FRONT GLAZING SYSTEM. III III III III III III II II III III III III III III III II I II III III III III II GROUP BUILDING RETAIL A - WEST ELEVATION Y 1/8" = 1'-0" THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT LICENSED ARCHITECT AR-2aa4 DOUGLAS LINCOLN GIBSON STATE OF IDAHO z O'rt a T.O. CONCRETE oLU 0' - 0.1 V Q ° z -III III III III 11 III III III III III III III III III III III III III III III III III C) Q o 0 j) BUILDING RETAIL A - EAST ELEVATION 1/8" = 1'-0" _ o LU 00z ' _ 16 7 6 13 14 p 0 Q U owl O a a W r z 0 F Lu Cc C , ox _ 2 5 = 2 > U cf) Q �: c� �y Uwz QLu O QzQ LLJ O Q O � wOcuc� ¢ zp = O 1— Y2E � < CD � QQ ° E:l 1-1 1-1 (D f n Lu J ^� D V O O O — z C) Q O x 0 0 - Lu N cz d a d a T.O. CONCRETE o w =III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III= � � n BUILDING RETAIL A - SOUTH ELEVATION 1/8" = 1'-0" O I z z p p o � z � a C) i­- _j Y U z C/) 0- U Lu 00 Lu 0— N O Lo N r IIZ T.O. CONCRETE d 8 . 2 w EXTERIOR ELEVATIONS-RETAIL A 2 BUILDING RETAIL A - NORTH ELEVATION 1/8" = 1'-0" z w REVISIONS KEY NOTES - - 1. 30 YEAR TYPE W COMPOSITE SHINGLE, TYP. 2. PRODIGY HORIZONTAL VINYL SIDING OR APPROVED EQUAL 3. ALSIDE BOARD & BATTEN OR APPROVED EQUAL. 4. CEMENT STUCCO SYSTEM, TEXTURE HEAVY SAND. 5. STANDING SEAM METAL ROOFING. 6. VERTICAL METAL WALL PANEL. COPYRIGHT© BY DG GROUP 7. C.M.U. BLOCK. ARCHITECTURE PLLC 8. WHITE VINYL WINDOWS. SEE FLOOR PLANS, WINDOW SCHEDULE, DATE AND SPECIFICATIONS. 09/16/21 9. PRE-MANUFACTURED VINYL OUTRIGGER. COLOR AS NOTED. DRAWN BY 10. 2x HORIZONTAL TRIM BY FRAMER W/METAL WRAP. ALIGN TRIM AS AW SHOWN. PROJECT# 11. METAL RAILING SYSTEM. TLA20-7 12. CULTURED STONE, SET IN MORTAR BED WITH FLASHING AND WEEP SCREED. SEE SPECIFICATIONS. 13. CONCRETE WAINSCOT. 14. METAL WALL PANEL AT COMMERCIAL BUILDING. 15. METAL FRAME WINDOW. ■ 16. STORE FRONT GLAZING SYSTEM. GROUP / \ THIS DRAWING CONTAINS INFORMATION WHICH IS THE un PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE \ / PLANS OR ANY INFORMATION CONTAINED HEREIN d- .� - - _ T.O. CONCRETE _ a T.O. CONCRETE WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS E L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT n BUpILDING RETAIL B - EAST ELEVATION n BUpILDING RETAIL B - WEST ELEVATION 1/8" - V-0" Y 1/8" - 1'-011 LICENSED - - ARCHITECT AR-2aa4 DOUGLAS LINCOLN GIBSON STATE OF IDAHO z O 0 w cc:� OC`3 a . z oag CU . 00 0 J Qoz co co N LLI Q Cc O 0 T a _ O0Q Oj � w ° a U o = T.O. CONCRETE Lu T z o Lu of oil cc L) 0w _ III III III III III III III III III III III III III III III III III III III III III III III III III U v) < �: n BUILDING RETAIL B - SOUTH ELEVATION w Q0 Q z Q ozo a c~r) 00 N °C � o O N co a z O � ¢ O r Y O J z O ff nn cn co op a a fV J O U) 16 2 6 7 13 15 v Q o x 0 cz p � wN 0 z 0 W w EVEO ° a T.O. CONCRETE z O 0' - 0" O o Z Ya n BUILDING RETAIL B - NORTH ELEVATION V 1/8" = V-0' U U 0— w 0 /O Lo LL T Z A902 5W 1 1 I � I EXTERIOR ELEVATIONS-RETAIL B 1 Z W REVISIONS COPYRIGHT© BY DG GROUP ARCHITECTURE PLLC DATE 09/16/21 op DRAWN BY * AW 4pppoF PROJECT# TLA20-7 A -k GROUP ALM; rFc I 1 PIK r y ti a THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT w � ' F LICENSED ARCHITECT AR-�aaa •� it DOUGLAS LINCOLN GIBSON STATE OF IDAHO fe a x+5� L i�14 lip _ a- %Irr O �' II it �1 - - LLI ° LC /5 Q z � KUL cl. � 0 * r r Q � r _ z 000 I , F 0 z z —1 0 0 Q 10 ~ o ° u - U " z = ii qp T W z ° � ui O X 4 = J 2 LLI Z p w Q Z ' Z �,a + w CO Q Mb 00 CV ° ¢ o - Z 0 wONC� ¢ o = Q O � Y � Q Jz0 Ar � LU Q Q ti w �r 00 Z a O O �� ti I 0 C'_ Q � c t ' .Y pa Ar Jp� F }• - r L 6. � Cw i w 3 • O Lit IL { ,a z z p t 1 O Q I ti i T v U Z � J w Lu n 0 /o LL T Z A1001 5W 1 1 I � I RENDERINGS 1 Z W REVISIONS COPYRIGHT© BY DG GROUP ARCHITECTURE PLLC DATE 09/16/21 DRAWN BY AW PROJECT# TLA20-7 tW +*Tr T; - A Zu -,. ; r _ _ _ IL GROUP - .. -- — A s. r� --� � _ � } THIS DRAWING CONTAINS INFORMATION WHICH IS THE _ PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE wdW. — - ;�� _ PLANS OR ANY INFORMATION CONTAINED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR • — _ _ CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT 10 , ~ - _ LICENSED ARCHITECT - - AR-2084 VOL - }• _ ' + DOUGLAS LINCOLN GIBSON STATE OF IDAHO LU { - _ a , z oaf l V . 00 J QQ � = = z � O 4k w ° cc Qzz *fir �• Q c=n _ 00Q -- ~ ° ' O w = _ c:) zQ LU TDAL ° g ~ ti . , , w cl — ° x — _ = g > - U cf) Q �: vi N U w LL w _O Q z Q Q w Cp ° Q ° . OC z r ` 'yti. . + r O c� N Q z 0 ti �, O I— Q O r Y O � v7Q0 T J z f n CO Cp Q Q V W � O J -'� I f n � Q 00 O x O 3f I W vpp- O _ Z - z O_ 0 0 � z � a _ U U 0- � � u.1 n 0 /O Lo LL T Z Al 002 5W 1 1 I � I RENDERINGS 1 Z W REVISIONS COPYRIGHT© BY DG GROUP ARCHITECTURE PLLC L I DATE _ 09/16/21 T ' DRAWN BY AW PROJECT# TLA20-7 - - -Moo- EL- — rFc GROUP THIS DRAWING CONTAINS INFORMATION WHICH IS THE _ - `- _ _ - PROPRIETARY PROPERTY OF DOUGLAS L.GIBSON.NO _ - Film � 'r '•-;•+- _ice* - UNAUTHORIZED REUSE OR DUPLICATION OF THESE _ ^ - -r _ - •_' yir ti J T ti F4 _ �y i_ PLANS OR ANY INFORMATION CONTAINED HEREIN _} - -�T t # _ + WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS - .ay dip.` bf r F �� j' - L.GIBSON.THIS DRAWING IS NOT TO BE USED FOR ._ O � CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT rp LICENSED � ARCHITECT AR-2aaa — + F 1 ji it im mm ENEMA DOUGLAS LINCOLN GIBSON 4 STATE OF IDAHO IL ■I .,� _ •• �� • fit ILL� 1 _ O cc:= o (3 r a . z �Tr U . 00 pp < = z -414 A- I Cc IS Mrs _ ozz !■..■� mi -� > . 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