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Home My WebLink AboutApplication Materials Charlene Way From:clerk@meridiancity.org Sent:Tuesday, September 29, 2020 10:58 AM To:Charlene Way Subject:Development Application Transmittals - Goddard Creek ALT, MDA, PP, RZ H-2020-0092 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Goddard Creek ALT, MDA, PP, RZ H-2020-0092 Transmittal Date: 9/29/2020 Hearing Date: 11-5-2020 Assigned Planner: Joe 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 Commission Hearing Date: November 5, 2020 Planner: Joseph Dodson File No.: H-2020-0092 Project Name: Goddard Creek Subdivision Request: • Development Agreement Modification(Inst. #102012598)to allow the development of an age restricted community consisting of thirty-four(34) attached SFR homes instead of offices; • Rezone of approximately 5 acres of land from the R-4 to the R-15 zoning district; • Preliminary Plat for 34 residential lots and 8 common lots in the proposed R-15 zoning district,by Conger Group. Location: The site is located in the northwest corner of W. McMillan Road and N Goddard Creek Way, in the SE '/4 of the SW '/4 of Section 26, Township 4N., Range 1W. ETT Planning Division IDIA `� �' HEARING APPLICATION D A IFi t3 Type of Review Requested Hearing File number: H-2020-0092 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: SOPHIA DURHAM Phone: Applicant address: 4824 W FAIRVIEW AVE Zip: 83706 Email: sophia@congergroup.com Owner name: Phone: Fax: Owner address: Zip: Email: Agent name(e.g.architect,engineer,developer,representative): LAREN BAILEY Finn name: Phone: Fax: Address: 4824 W FAIRVIEW AVE Zip: 83706 Email: laren@congergroup.com Contact name: Phone: Fax: Contact address: Zip: Email: Subject Property Information Location/street address: Assessor's parcel number(s): R3182130042 Township,range,section: 4N1 W26 Project Description Project/Application Name: Goddard Creek-ALT, MDA, PP, RZ, PS DA Mod to allow development of an age restricted community consisting of 34 attached SFR homes instead Description of Work: of offices; Rezone of 5 acres of land from R-4 to the R-15 zoning district; and Preliminary Plat for 34 residential lots and 8 common lots in the proposed R-15 zoning district. 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 Alternative Compliance-ALT: CHECKED Development Agreement Modification-MDA: CHECKED Preliminary Plat-PP: CHECKED Private Street-PS: CHECKED Rezone-RZ: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0440 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Attached: CHECKED PROPERTY INFORMATION General Location: Ten Mile Rd & McMillan Rd Total Acreage: 4.62 ZONING DISTRICT(S) R-4: CHECKED FLUM DESIGNATION(S) Mixed Use Community: CHECKED Acreage-Mixed Use Community: 4.62 PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 05/28/2019 Landscape Plan Date(MM/DD/YYYY): 08/17/2020 Percentage of Site Devoted to Landscaping: 11.46 Percentage of Site Devoted to Paving: 14.65 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: Settlers Irrigation Primary Irrigation Source: surface water Secondary Irrigation Source: city water Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 24415 Number of Standard Parking Spaces Provided: 23 Number of Residential Units: 34 Gross Density: 7.35 Net Density: 9.09 In Reclaimed Water Buffer: No AZ/RZ ONLY R-15: CHECKED Acreage-R-15: 4.62 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 PLATS ONLY Number of Building Lots: 34 Number of Common Lots: 8 Total Number of Lots: 42 Minimum Lot Size: 3410 Average Lot Size: 4000 Area of Plat: 4.62 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 1001): CHECKED Collector Street Buffer(s): CHECKED Parkways: CHECKED Acres of Qualified Open Space: .44 Percentage of Qualified Open Space: 9.56 QUALIFYING SITE AMENITIES Picnic Area: CHECKED Additional 5%Open Space: CHECKED TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Sophia Durham 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 3 Goddard Creek Senior Community Narrative Attached for your review and favorable consideration are the applications for the Goddard Creek Residential Community located at the northwest corner of McMillan Road and Goddard Creek Way. We respectfully request approval of our Rezoning, Development Agreement Modification, Alternative Compliance and Preliminary Plat applications for this development property. For design and planning purposes, our design team used the City of Meridian Pre-application Meeting, Neighborhood Meeting, Comprehensive Plan, and Zoning Code as the basis for the design of the Goddard Creek Neighborhood. We have thoughtfully designed an age targeted residential community comprised of 34 attached single-family residential dwellings on 4.62 acres. This 55 and over community will add to the housing mix within the surrounding neighborhoods and in the City of Meridian. Offsite amenities include a short distance to multiple grocery and retail stores, a new library opening in 2021, restaurants and many other services located within a two-mile radius. This Project will provide much needed housing near retail services and public opportunities. SUMMARY OF APPLICATIONS ZONING INFORMATION • Rezone • Current Zone— R-4 • Preliminary Plat • Proposed Zone — R-15 • DA Modification • Alternative Compliance Table of Contents Exhibit A— Vicinity Map 2 Exhibit B— Site Plan 3 Exhibit C— Rezone 4 Exhibit D— Development Agreement Modification 4 Exhibit E— Preliminary Plat 4 Exhibit F— Parking 4 Exhibit G — Alternative Compliance 5 Exhibit H — Schools 5 Exhibit I — Open Space 5 Exhibit J — Amenities 6 Exhibit K— Residential Design 7-10 Exhibit L— Comprehensive Plan Goals 11-12 Exhibit M — Transportation 12 Goddard Creek Neighborhood—Narrative 09/01/2020 Page 1 Exhibit A — Vicinity Map dam_ i' 11!!A�l�l1� `. ¢ ii _UrE MM _a's � A� �9y i � � Future library at kir "EM W Ar~" �' � � Linder Village i A� ,� Ail,W1 � 9 F f!!■�J �� t _ - a:��''��Q��t� Air�,�p�� ■■ram !'� Meridian Fire Station FT PP its � ti+� AROWR ► Ml� fit, W �� im9w6dki' M �w ILI - _ Oil 61' JL Is I � ��■� �,: � _ � �' � ;i�_ �: �.=-, x no Not _ . Subject Pro � Nor Al. gym. � '- OUNNO-sw jrr North: Sewlay Apartments Zoned R-4 East: Residential Zoned L-O South: Bridgetower Crossing Sub Zoned R-4 West: McMillan Storage Zoned C-C Goddard Creek Neighborhood—Narrative 09/01/2020 Page 2 Exhibit B — Site plan Goddard Creek is an adult community that will consist of attached single-story single-family homes that are designed with the 55 and over demographic in mind. The neighborhood will include attractive landscaping, a large open grassy area, and a picnic shelter. Goddard Creek's location will make it easy for residents to walk or bicycle to many restaurants and shopping. v�r ---------------------- -- ----- ---L------ - '.y -- , � I > umau 1 r4Y IF EJ 4 rr01'oRT 11 � +Ilu!F !FA! I �� I all IITI 1 I �. Ri Alp J Iq I n IF I au r 34 �I•� ]w sr i I � I 1 111r - S.-0 h 7 �(y �i ICJ REST APG�R C LOOP[PRIl4TE: a. nolaT ml-M. [ CAF��kl'IJr' € - a{? �gfF g u 0� VR "?' i3 1L°JS Y 'S4 t a10 SF ]Eq T1lF l I 4^ Q 8Y pyROS 7 I h our 0Q) I'I V 7 -r_--_ ------- n+' --------------- aW' m o wnarr a 1Y w.ALVt '117. Ir. ,�} 19'r 1Y4 ,YY 13Y I IfY- 12ti I �S�IMr'.AP IVIFRC W_•u.YY ICI-max' Goddard Creek Neighborhood—Narrative 09/01/2020 Page 3 Exhibit C—Rezone The attached applications are for Rezoning, DA Modification, Preliminary Plat, and Alternative Compliance. The property is currently zoned R-4 in Meridian. We are requesting to rezone 4.62 acres and proposing an R- 15 zoning. Our proposal falls well short of the maximum allowed gross density at only 7.35 homes per acre. The proposed single-family homes will provide additional housing in this area of Meridian for those in the 55 and over range. This project is in conformance with the City's Comprehensive Plan and vision. Exhibit D — Development Agreement Modification We are requesting modification to the Development Agreement (Inst. #102012598) to allow the development of single-family residential homes instead of offices. Due to the many office and commercial spaces available at the intersections of Ten Mile Rd and McMillan Rd and Linder Rd and McMillan Rd we find it is necessary to rezone this property to single family residential. Exhibit E — Preliminary Plat The Goddard Creek neighborhood includes 34 attached single-family homes. The subject property is adjacent to W. McMillan Road considered a "transit corridor" and the water and sewer utilities can be utilized with no additional burden to the City or taxpayers. DENSITY: The Medium Density Comprehensive Plan designation allows for up to 8 units per acre. At 4.62 acres, the maximum density allowed is 36 lots. The Goddard Creek neighborhood proposes 34 single family homes at 7.35 dwelling units per acre. PRODUCT/ LOT SIZES: We evaluated the area, market conditions, schools, services, and nearby recreation to establish the housing product and associated site plan. Consistent with the existing community and the Comprehensive Plan, we have designed a site plan that consists of attached single-family residential lots. The housing renderings included in Exhibit K are representative of what is anticipated to be constructed in the Goddard Creek neighborhood. RESIDENTIAL DESIGN: The Goddard Creek Neighborhood consists of attached single-family homes that will be single-story. Home sizes will range from approximately 1,300 square feet to approximately 1,400 square feet. Lots range in sizes from 3,410 to 6,017 square feet, with an average of 4,000 square feet. Exhibit F — Parking Selway Rapids Lane will be expanded to include eight additional parking spaces along the south side of the lane. At the southern end of West Apgar Creek Loop, we have included 15 additional parking spaces. These parking options are in addition to each house that contains two internal garage parking spaces as well as two external driveway parking spaces. Goddard Creek Neighborhood—Narrative 09/01/2020 Page 4 Exhibit G —Alternative Compliance/Private Street The Alternative Compliance Application is to request for a private street through the development. The proposed development takes access from Selway Rapids Lane which is already a private street. The internal private road is designed per the City of Meridian requirements. It provides adjacent sidewalks on one side of the street and on-street parking throughout, including additional parking on the southern portion of the loop. Maintenance and repair of the private street will be provided by the Homeowners Association. An account will be created with the CCR's to accumulate funds for future repairs and maintenance of the private street. The developer has set up several of these in the past for other developments and understands the financial obligation and structure that need to be placed in the CCR's. The application is also requesting to utilize two shared common driveways accessed off the requested private street of West Apgar Creek Loop. The southwestern shared driveway will also work as a third point of egress on to McMillan in the event of an emergency. This option was requested, discussed, and supported by the City of Meridian Fire and Police Departments. We agree and have incorporated this. These designs, contemplations and heightened safety satisfies UDC 11-3F-4A. Exhibit H — Schools The assigned school for this neighborhood will be the Willow Creek Elementary School, Sawtooth Middle School, and Rocky Mountain High School. As this community is designated for 55 and over adults, there should be very few to no students attending these schools. Exhibit I — Open Space The developer has a large investment in this property, and we have researched and followed the city ordinance to plan the most productive open space and amenities for this development. Because the property is less than 5 acres, the city code has no requirement for open space; however, we are proposing 0.44 acres or 9.56% of landscaped open space for the development. The open space will be accessible to all residents of the development. The following breaks down the open space per lot: 1. Lot 1, Block 1 (1,695 sq. ft., including% of landscape buffer along W. Selway Rapids Lane) • Passive Open Space Buffer to the Selway Apartments 2. Lot 13, Block 1 (14,414 sq. ft.) • Arterial Open Space o We are proposing an open space lot in the south end of the development. This lot will contain attractive landscaping and an existing sidewalk. This will buffer the neighborhood from the busy McMillian arterial roadway to the south. 3. Lot 23, Block 1 (6,160 sq. ft.) • Open Space with Picnic Shelter o This lot will contain a large open space and will provide a picnic shelter with seating. 4. Lot 28, Block 1 (846 sq. ft., including % of landscape buffer along W. Selway Rapids Lane) • Street Buffer Goddard Creek Neighborhood—Narrative 09/01/2020 Page 5 o We are proposing linear open space and a sidewalk along Lot 28, Block 1. The pathway will extend from Goddard Creek Way at our northeast boundary along W. Selway Rapids Lane to the west. 5. Lot 29, Block 1 (1,296 sq. ft., including% of landscape buffer along W. Selway Rapids Lane) • Street Buffer o We are proposing linear open space and a sidewalk along Lot 29, Block 1. The pathway will extend from Goddard Creek Way at our northeast boundary along W. Selway Rapids Lane to the west. Exhibit J —Amenities We are proposing the following amenity for the development: 1. Lot 23, Block 1 • Large open area • Picnic shelter with seating area • Attractive landscaping Goddard Creek Neighborhood—Narrative 09/01/2020 Page 6 Exhibit K — Residential Design The proposed homes are one story and ranging in size from approximately 1,200 square feet to 1,400 square feet. We are proposing 34 attached single-family homes.The homes are comparable in terms of architectural design and square footage to homes in the immediate vicinity. The following elevations and floor plans are meant to be examples of the homes that are planned to be built in this neighborhood. 3B IDE ELEVATION TYP.-HIP ROOF OP'IJ SIDE ELEVATION TYP.-GABLE ROOF OPTION NO m 0® m m ®0 m m 0® m m ®0 m (' PATIO{REAR}ELEVATION-HIP ROOF OPTION PATIO(REAR)ELEVATION-GABLE RDOF OPTION --------------- ---------------------- --------------------- m m m m 9 ENTRY{FRONT}ELEVATION-HIP ROOF OPTION f1'AJ\E Ri(FRONT)ELEVATION-GABLE ROOF OPTION Goddard Creek Neighborhood—Narrative 09/01/2020 Page 7 H -E: COWERED PATIO _ WYERE6 PATH) 5+ E=" .. - 1!58.F. 11568F. II I � I II II I I II KIHIHO FIDDK DHmG HOOK I I IL BATH K 9ATH I O 0 I I I `"'IL. t'I`-' I I I I I I I I BEDROOM I I % •Tv-EIJ v'HEIJ f I I I I � I I I I +yy13 r�c.a[ _ k'I ❑ 4iTFi FrIT earth eaTx CDC • "' I 1 I I I 1 1 I I 1 I I I 1 1 I I 1 I I I 1 II I I 1 I OLVERALL FLOOR PLAN UNIT S.F-= 1,297(CONDITIONED) ix•-1W Goddard Creek Neighborhood—Narrative 09/01/2020 Page 8 .... R-af mm m o; o m o 0 3B IDE ELEVATION TYP,-HIP ROOF OPTION IDE ELEVATION TYP,-GABLE ROOF OPTION m 0 ® ® 0 ® m 0 ® ® 0 m { PATIO{REAR)ELEVATION-HIP ROOF OPTION f PATIO(REAR)ELEVATION-GABLE ROOF OPTION L P •� {Lf51f8G3-9F'� MIMI m m m m {,SENTRY(FRONT)ELEVATION-HIP ROOF OPTION SENTRY(FRONT)ELEVATION-GABLE ROOF OPTION IP •� A ] Goddard Creek Neighborhood—Narrative 09/01/2020 Page 9 �-" v�`wE�E�P{1C COh'EFIE6 P�[1'16 _ '40 8F. 1l �I V.BA-H ._ M BATH 1 uaiH4 1 CLCS 1 I I I I I I "- I I I } I I W.,13 EI{T- k H— f k HAL E{TH f II I I 1 II I I I II I DIti He I I O C I [w14 3 _ I I II O C} II _ 1 MOIEI I I ~ YU6 I I I I mm ---------- ❑ } i i i i I I I PAWrFZf PVl11RY I I I J EMAY EHTR'f /f :E' CEHIL } I 1 I 1 I A I A I 1 I 1 I 1 I 1 I 1 I 1 I 1 I I 1 I 1 OVERALL FLOOR PLAN UNFFS.R=1,370(OONDFFIONED) ,w_, Goddard Creek Neighborhood—Narrative 09/01/2020 Page 10 Exhibit L— Comprehensive Plan Goals The Goddard Creek neighborhood meets or exceeds all the City of Meridian Comprehensive Plan requirements for the Residential Designation. The following is written explanation that describes how the project meets each of the comprehensive plan goals and requirements: Comprehensive Plan (https://www.meridiancity.orglcompplan): Medium Density Residential: to allows for dwelling units at gross densities of three to eight dwelling units per acre. Density bonuses may be considered with the provision of additional public amenities such as a park, school, or land dedicated for public services. Comprehensive Plan Policies: Goals, Objectives, & Action Items: The following Comprehensive Plan policies are applicable to this application and apply to the proposed use of this property: • "Maintain a range of residential land use designations that allow diverse lot sizes, housing types, and densities."(2.01.01C) With the large number of single-family units in the immediate vicinity,the Goddard Creek neighborhood will provide a different housing product for the 55 and older community looking for something with less maintenance. • "Ensure that new development and subdivisions connect to the pathway system." (4.04.01A) The Goddard Creek neighborhood will continue the pedestrian connectors along W McMillan Rd from N Goddard Creek Way and along W Selway Rapids Lane connecting to the Selway Apartments and N Goddard Creek Way. • "Encourage the development of high quality, dense residential and mixed-use areas near in and around Downtown, near employment, large shopping centers, public open spaces and parks, and along major transportation corridors, as shown on the Future Land Use Map."(2.02.01E) The proposed Goddard Creek neighborhood will be in close proximity to the new Linder Village, located off of Chinden Boulevard and Linder Road, which will contain the new WinCo Foods, Meridian Library and many other retail stores. The Goddard Creek neighborhood will also be near the soon to be constructed Costco located off Chinden Boulevard and Ten Mile Road. • "Evaluate open space and amenity requirement and criteria for consistency with community needs and values."(2.02.01B) The proposed neighborhood provides ample open space for a 55+ community. Although the development is not required to provide open space we have provided 0.44 acres or 9.56% qualified open space. • "Permit new development only where it can be adequately served by critical public facilities and urban services at the time of final approval, and in accord with any adopted levels of service for public facilities and services."(3.03.03F) Goddard Creek Neighborhood—Narrative 09/01/2020 Page 11 This infill property is immediately adjacent to other developed property, utilities are immediately available to the property with no additional cost to the City or Taxpayers. • "Require new development to establish street connections to existing local roads and collectors as well as to underdeveloped adjacent properties."(6.01.02C) In following the intent of the Comprehensive Plan, Meridian's Unified Development Code, and guidance from the Ada County Highway District, we are not proposing direct access to W McMillan Road. The street network is designed to integrate with the existing street network that was put in place with the developments to the north and east. • "Require pedestrian access connectors in all new development to link subdivisions together to promote neighborhood connectivity as part of a community pathway system."(3.03.03B) The Goddard Creek neighborhood includes internal pathways and sidewalks that will create a walkable neighborhood that will allow residents and neighboring subdivisions the ability to walk or bike to the commercial and recreational areas in the vicinity. • "Ensure that new development within existing residential neighborhoods is cohesive and complementary in design and construction."(2.02.02F) All of the units within the Goddard Creek community will be single-story attached homes. They have been thoughtfully designed to fit in with the existing neighborhoods to the north and east. PRE-APPLICATION MEETING & NEIGHBORHOOD MEETING The Pre-application meeting was held with the Meridian planning and development staff on July 21, 2020. The neighborhood meeting was held on July 30, 2020 at 6:00pm at the project site. Exhibit M —Transportation ROADWAY ACCESS: The Goddard Creek neighborhood will take public street access through Selway Rapids Lane. The project will have one private street, West Apgar Creek Loop that will connect to West Selway Rapids Lane in two places. PEDESTRIAN ACCESS: The Goddard Creek neighborhood will have excellent pedestrian connectivity via the internal sidewalks and pathway out to W McMillan Rd which provides many retail services to the West and East. Connection to North Goddard Creek Way will provide access to the pathways throughout the Lochsa Falls Subdivision which connects to Heroes Park. Goddard Creek Neighborhood—Narrative 09/01/2020 Page 12 ADA COUNTY RECORDER Phil McGrane 2020-069568 BOISE IDAHO Pgs=1 CHE FOWLER 0611 012020 1 0:10 AM ALLIANCE TITLE - BOISE PRODUCTION CENTER $15.00 ALLIANCE TITLE 81 MCF1OW CORP. WARRANTYDEED Alliance Title & Escrow Corp. Order No.:421127 FOR VALUE RECEIVED Daniel G. Gibson, Jr. and Carolyn A. Gibson, Trustees of the Gibson Family Revocable Living Trust, u.ftla 114196 and as amended 311114 the grantor(s), do(es) hereby grant, bargain, sell and convey unto I Construction LLC, an Idaho Limited Liability Company whose current address is 4 1016 West Sanetta St., Nampa, ID 8 651 the grantee(s), the following described premises, in Ada County, Idaho, TO WIT: Lot 2 in Block 1 of Goddard Creek Subdivision, according to the plat thereof, filed in Book 114 of Flats, Pages 17060 to 17062, records of Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that they are Free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions, reservations, easements, rights and rights of way, apparent or of record. And that (s)he will warrant and defend the same from all lawful claims whatsoever. Dated: June S, 2020 Gibson Family Revocable Living 000 (. e—��lyn A Gibson, Sole Trustee State of Idaho} ss. County of Canyon} On this 8 day of June, 2020, before me, the undersigned, a Notary Public in and for said state, personally appeared Carolyn A Gibson known or identified to me to be the person whose name is subscribed to the foregoing instrument as trustee of the Gibson Family Revocable Living Trust, and acknowledged to me that she executed the same as Trustee. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and ye in this certificate first above written. Notary Public for the State of Idaho Residing at: Nampa, ID CH ER EE BARTRAM Commission Expires: 05-16-23 NOTARY PUBLIC - +ATE OF 1DAHO COMM ;ICN NUMBER#5B322 File No. 421127 COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC ) I I - 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 I I - 5A - 5 . Applica / gent signature Date Community Development ■ Planning Division ■ 33 E . Broadway Avenue, Ste . 102 Meridian, Idaho 83642 Phone : 208 - 884 - 5533 Fax : 208488 -6854 www. meridiancity. org/planning (0312712020) N AN loose■■ _3 f . _ ■ ■■i�� =I �NN�■ d �■ n 1111 1M1 1111 11 III 1 �P1� ■ ■ � �� ;* y _ 11 on •i■ �• u mils � 1■�IIu I� � 11 11 MIm immin N 1 ■�■ ��■■■�■ Nils,,Id ,■� == _ 11 ■�, � �■ — 1111 111 IF � �� N ■■■■■■■ ■ � 1 111111 111 — i�. 11111 11� 111 1 F. RE-ZONE DESCRIPTION FOR R15 ZONE GODDARD CREEK TOWNHOUSE SUBDIVISION Lot 2, Block 1 of Goddard Creek Subdivision as filed in Book 114 of Plats at Pages 17060 through 17062 and a portion of the SE 1/4 of the SW 1/4 of Section 26, TAN., R.1W., B.M., Meridian, Ada County, Idaho more particularly described as follows: BEGINNING at the NW corner of said Lot 2; thence along the along the North boundary line of said Lot 2 South 88058'36" East, 476.28 feet to the NE corner of said Lot 2; thence along the easterly boundary line of said Lot 2 the following 5 courses and distances: thence South 00031'17" West, 107.36 feet; thence 7.85 feet along the arc of a non-tangent curve to the right, said curve having a radius of 30.00 feet, a central angle of 14059'49" and a long chord which bears South 08006'33" West, 7.83 feet; thence South 15036'33" West, 96.54 feet; thence 131.94 feet along the arc of a non-tangent curve to the left, said curve having a radius of 252.00 feet, a central angle of 29059'51" and a long chord which bears South 00036'25" West, 130.43 feet; thence South 14023'27" East, 58.02 feet; thence continuing along the easterly boundary line of said Lot 2 and the southerly extension thereof South 00037'38"West, 78.37 feet to a point on the South boundary line of said Section 26; thence along said South boundary line North 88°58'46"West, 468.83 feet; thence leaving said South Boundary line and along the West boundary line of said Lot 2 and the southerly extension thereof North 01001'14" East, 473.31 feet to the POINT OF BEGINNING. Containing 5.03 acres, more or less. 7729 OF G. CP W. SELWAY RAPIDS LN. __ __ S88'58'36"E 476.28'_ REAL POINT 3 1 OF BEGINNING ' io I0 0 �- 1n I C1 k . ` 3 UJI to M I lj !cy) U �I o �IBLOCK 1 5.03 ACRES a �I 1 0 o n ZI N Z I I I 1 1 S14'23'27"E 1 --58.02' I I 1---S0'37'38"W - - - - - ---- -- -- -- 78.37' - - McMI_LL_AN RD. _ A� N88'58'46"W 468.83' dv CURVE TABLE CURVE RADIUS LENGTH CHORD DIST. CHORD BRIG. DELTA C1 30.00 7.85 7.83 N8'06'33"E 14'59'49" JL (� C2 252.00 131.94 130.43 SO'36'25"W 29'59'51" � l P LA 25 100 300 a 7729 0 50 200 .51101 40 '9 SCALE: 1 " = 100' \�P c�FGggYG.CP�� Lot 4C crA 6 9ih 19-093 d. R JOB NO. IDAHO EXHIBIT DRAWING FOR 19-093 9955W,EMERALD ST. R15-REZONE DESCRIPTION SHEET NO. SURVEY (208) 4-8570 704 GODDARD CREEK TOWNHOUSE SUBDIVISION (20R)846-8570 GROUP LLC LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 26, T.4N., RAW., B.M., DWG. DATE IN 1 MERIDIAN, ADA COUNTY, IDAHO 5/13/2019 s88°58'36"e 476.28 3 C� cn- o ch 0 0 0 to m M M N N �M O n O C � N N i N II � II i O W_ N N—S C6 3 00 nM M!� pp M h O 468.83 N n88°58'46"w 7729 Of Y Goddard Creek Townhouse Sub Re-Zone Closure Sheet 5/13/2019 Scale: 1 inch= 80 feet File: Tract 1:5.0274 Acres(218992 Sq.Feet),Closure:n00.0000e 0.00 ft.(1/999999),Perimeter=1898 ft. 01 s88.5836e 476.28 08 n88.5846w 468.83 02 s00.3117w 107.36 09 n01.0114e 473.31 03 Rt,r=30.00,delta=014.5949,chord=s08.0633w 7.83 04 s15.3633w 96.54 05 Lt,r=252.00,delta=029.5951,chord=s00.3625w 130.43 06 s14.2327e 58.02 07 s00.3738w 78.37 RE-ZONE DESCRIPTION FOR R15 ZONE GODDARD CREEK TOWNHOUSE SUBDIVISION Lot 2, Block 1 of Goddard Creek Subdivision as filed in Book 114 of Plats at Pages 17060 through 17062 and a portion of the SE 1/4 of the SW 1/4 of Section 26, TAN., R.1W., B.M., Meridian, Ada County, Idaho more particularly described as follows: BEGINNING at the NW corner of said Lot 2; thence along the along the North boundary line of said Lot 2 South 88058'36" East, 476.28 feet to the NE corner of said Lot 2; thence along the easterly boundary line of said Lot 2 the following 5 courses and distances: thence South 00031'17" West, 107.36 feet; thence 7.85 feet along the arc of a non-tangent curve to the right, said curve having a radius of 30.00 feet, a central angle of 14059'49" and a long chord which bears South 08006'33" West, 7.83 feet; thence South 15036'33" West, 96.54 feet; thence 131.94 feet along the arc of a non-tangent curve to the left, said curve having a radius of 252.00 feet, a central angle of 29059'51" and a long chord which bears South 00036'25" West, 130.43 feet; thence South 14023'27" East, 58.02 feet; thence continuing along the easterly boundary line of said Lot 2 and the southerly extension thereof South 00037'38"West, 78.37 feet to a point on the South boundary line of said Section 26; thence along said South boundary line North 88°58'46"West, 468.83 feet; thence leaving said South Boundary line and along the West boundary line of said Lot 2 and the southerly extension thereof North 01001'14" East, 473.31 feet to the POINT OF BEGINNING. Containing 5.03 acres, more or less. 7729 OF G. CP W. SELWAY RAPIDS LN. __ __ S88'58'36"E 476.28'_ REAL POINT 3 1 OF BEGINNING ' io I0 0 �- 1n I C1 k . ` 3 UJI to M I lj !cy) U �I o �IBLOCK 1 5.03 ACRES a �I 1 0 o n ZI N Z I I I 1 1 S14'23'27"E 1 --58.02' I I 1---S0'37'38"W - - - - - ---- -- -- -- 78.37' - - McMI_LL_AN RD. _ A� N88'58'46"W 468.83' dv CURVE TABLE CURVE RADIUS LENGTH CHORD DIST. CHORD BRIG. DELTA C1 30.00 7.85 7.83 N8'06'33"E 14'59'49" JL (� C2 252.00 131.94 130.43 SO'36'25"W 29'59'51" � l P LA 25 100 300 a 7729 0 50 200 .51101 40 '9 SCALE: 1 " = 100' \�P c�FGggYG.CP�� Lot 4C crA 6 9ih 19-093 d. R JOB NO. IDAHO EXHIBIT DRAWING FOR 19-093 9955W,EMERALD ST. R15-REZONE DESCRIPTION SHEET NO. SURVEY (208) 4-8570 704 GODDARD CREEK TOWNHOUSE SUBDIVISION (20R)846-8570 GROUP LLC LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 26, T.4N., RAW., B.M., DWG. DATE IN 1 MERIDIAN, ADA COUNTY, IDAHO 5/13/2019 s88°58'36"e 476.28 3 C� cn- o ch 0 0 0 to m M M N N �M O n O C � N N i N II � II i O W_ N N—S C6 3 00 nM M!� pp M h O 468.83 N n88°58'46"w 7729 Of Y Goddard Creek Townhouse Sub Re-Zone Closure Sheet 5/13/2019 Scale: 1 inch= 80 feet File: Tract 1:5.0274 Acres(218992 Sq.Feet),Closure:n00.0000e 0.00 ft.(1/999999),Perimeter=1898 ft. 01 s88.5836e 476.28 08 n88.5846w 468.83 02 s00.3117w 107.36 09 n01.0114e 473.31 03 Rt,r=30.00,delta=014.5949,chord=s08.0633w 7.83 04 s15.3633w 96.54 05 Lt,r=252.00,delta=029.5951,chord=s00.3625w 130.43 06 s14.2327e 58.02 07 s00.3738w 78.37 RE-ZONE DESCRIPTION FOR R15 ZONE GODDARD CREEK TOWNHOUSE SUBDIVISION Lot 2, Block 1 of Goddard Creek Subdivision as filed in Book 114 of Plats at Pages 17060 through 17062 and a portion of the SE 1/4 of the SW 1/4 of Section 26, TAN., R.1W., B.M., Meridian, Ada County, Idaho more particularly described as follows: BEGINNING at the NW corner of said Lot 2; thence along the along the North boundary line of said Lot 2 South 88058'36" East, 476.28 feet to the NE corner of said Lot 2; thence along the easterly boundary line of said Lot 2 the following 5 courses and distances: thence South 00031'17" West, 107.36 feet; thence 7.85 feet along the arc of a non-tangent curve to the right, said curve having a radius of 30.00 feet, a central angle of 14059'49" and a long chord which bears South 08006'33" West, 7.83 feet; thence South 15036'33" West, 96.54 feet; thence 131.94 feet along the arc of a non-tangent curve to the left, said curve having a radius of 252.00 feet, a central angle of 29059'51" and a long chord which bears South 00036'25" West, 130.43 feet; thence South 14023'27" East, 58.02 feet; thence continuing along the easterly boundary line of said Lot 2 and the southerly extension thereof South 00037'38"West, 78.37 feet to a point on the South boundary line of said Section 26; thence along said South boundary line North 88°58'46"West, 468.83 feet; thence leaving said South Boundary line and along the West boundary line of said Lot 2 and the southerly extension thereof North 01001'14" East, 473.31 feet to the POINT OF BEGINNING. Containing 5.03 acres, more or less. 7729 OF G. CP W. SELWAY RAPIDS LN. __ __ S88'58'36"E 476.28'_ REAL POINT 3 1 OF BEGINNING ' io I0 0 �- 1n I C1 k . ` 3 UJI to M I lj !cy) U �I o �IBLOCK 1 5.03 ACRES a �I 1 0 o n ZI N Z I I I 1 1 S14'23'27"E 1 --58.02' I I 1---S0'37'38"W - - - - - ---- -- -- -- 78.37' - - McMI_LL_AN RD. _ A� N88'58'46"W 468.83' dv CURVE TABLE CURVE RADIUS LENGTH CHORD DIST. CHORD BRIG. DELTA C1 30.00 7.85 7.83 N8'06'33"E 14'59'49" JL (� C2 252.00 131.94 130.43 SO'36'25"W 29'59'51" � l P LA 25 100 300 a 7729 0 50 200 .51101 40 '9 SCALE: 1 " = 100' \�P c�FGggYG.CP�� Lot 4C crA 6 9ih 19-093 d. R JOB NO. IDAHO EXHIBIT DRAWING FOR 19-093 9955W,EMERALD ST. R15-REZONE DESCRIPTION SHEET NO. SURVEY (208) 4-8570 704 GODDARD CREEK TOWNHOUSE SUBDIVISION (20R)846-8570 GROUP LLC LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 26, T.4N., RAW., B.M., DWG. DATE IN 1 MERIDIAN, ADA COUNTY, IDAHO 5/13/2019 s88°58'36"e 476.28 3 C� cn- o ch 0 0 0 to m M M N N �M O n O C � N N i N II � II i O W_ N N—S C6 3 00 nM M!� pp M h O 468.83 N n88°58'46"w 7729 Of Y Goddard Creek Townhouse Sub Re-Zone Closure Sheet 5/13/2019 Scale: 1 inch= 80 feet File: Tract 1:5.0274 Acres(218992 Sq.Feet),Closure:n00.0000e 0.00 ft.(1/999999),Perimeter=1898 ft. 01 s88.5836e 476.28 08 n88.5846w 468.83 02 s00.3117w 107.36 09 n01.0114e 473.31 03 Rt,r=30.00,delta=014.5949,chord=s08.0633w 7.83 04 s15.3633w 96.54 05 Lt,r=252.00,delta=029.5951,chord=s00.3625w 130.43 06 s14.2327e 58.02 07 s00.3738w 78.37 CIG CONGER GROUP Attendees : PROJECT: C car T � � SUBJECT: 4r, j- O a -� A- LOCATION : DATE : 7 , �U a 6 c, o Item # Description � ✓ � CS eesponsible Due Date wm s car S Q."rtpv LU Cry l� 8:bl L u > Lo3�7 iZ'd'l"Ak - 6Wp5 �,,� 2 W . C 6Z 4&b �03 _ SSO S 24iZgit ry c f5CX 51473 Al T4 L CA26 GA: 949 . (oow- gl'oy o ? Al of C,�/c_ 2 � g (�E IDIAN Land Development Staff: Amanda McNutt Date: 7/21/2020 Project Name and Location: Goddard Creek Townhomes R3182130042 Is sanitary sewer available? Yes: © No: ❑ Notes: Sewer is available in McMillan Rd. Is domestic water available? Yes: X❑ No: ❑ Notes: Water is available via McMillan Rd and Goddard Creek Way. Design water in a looped system. Minimize dead ends. Is the project within 500 feet No Is this a commercial No of a re-use main? project? If both reuse questions are"yes" provide the following information: Building use(manufacturer,carwash,etc.), hours of operation, approximate business water usage and irrigable landscape area: Floodplain or other hazards? Yes: ❑ No: ❑X Notes: No known flood zone or other hazards. Irrigation District: Settlers Irrigation District Notes: Primary irrigation should be provided by surface water. A year-round back up is required. If City water is used as a backup, assessments will be charged for all common area landscape. Public streetlights required? Yes: X❑ No: ❑ Notes: Additional streetlight on McMillan may be required. Contact Al Christy in Public Works. New ROW roads will require streetlights (Selway Rapids may require additional streetlights). Additional Meeting Notes: Sewer mains will not be allowed in shared driveways where 3 or fewer homes will be served off the driveway, extend sewer services only. Water main will not be allowed in private driveways, extend water services only into the driveway. Based off planning's comments, if the road ends up being public roadways, streetlights will be required along the roadway per Meridian City standards. Recommend talking to Tyson Glock in Public Works to verify extending main through the shared driveway will be allowed. CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name: Goddard Creek Date: 7/21/20 Applicant(s)/Contact(s): Laren Bailey, Taylor Schmidt City Staff: Sonya, Bill, Bruce,Amanda, Scott, Brian, Joe, Tom, Dawn Battles(ACHD) Location: N. side of W. McMillan Rd., midway between Ten Mile&Black Cat Rds. Size of Property: 4.62 Comprehensive Plan FLUM Designation: MU-C Existing Use: Vacant/undeveloped Existing Zoning: R-4 Proposed Use: 34 SFR attached units (all single-story, marketed toward 55 and older) Proposed Zoning: R-15 Surrounding Uses: Storage facility(west), MFR apartments(north), SFR(east&south) Street Buffer(s)and/or Land Use Buffer(s): 25'wide street buffer required along McMillan, landscaped per UDC 11-313-7C Open Space/Amenities/Pathways: Exempt from open space&site amenity standards because site is below 5 acres in size Access/Stub Streets/Street System:Access via W. Selway Rapids Ln. (private street); access via McMillan Rd. is prohibited except for emergency access; private streets are proposed for internal access Waterways/Topography/Flood Plain: None History:AZ-02-010/PP-02-009/CUP-02-012 (DA Inst. #103012598—granted approval of office uses in R-4 district); H-2017-007 (changed FLUM from Office&HDR to MU-C; PP); H-2018-0014 (FP); H-2019-0068 (Goddard Creek Townhomes—denied by Council) Additional Meeting Notes: The proposed development differs from the previous in that 10 fewer units&all attached units are proposed ■ DA modification (Inst.#102012598)to allow the development of SFR attached homes instead of offices ■ Rezone from R-4 to R-15;development should be consistent with the guidelines for development in the MU-C designation (see pqs. 3-11 thru 3-13 and 3-15 thru 3-16); submit concept elevations that are consistent with the design standards in the Architectural Standards Manual ■ Preliminary plat to subdivide property; compliance with the dimensional standards in UDC Table 11-2A-7 for the R-15 district is required along with the subdivision design &improvement standards in UDC 11-6C-3(common driveways) ■ Off-street parking is required per UDC Table 11-3C-6; Selway Rapids is proposed to be widened to allow on-street parking ■ Private streets shall comply with UDC 11-3F-4—private streets aren't intended for single-family attached developments other than those that create a common mew through the site design or that proposed a limited gated development—because mews aren't proposed, a gated development is required-common driveways off private streets are prohibited.Alternative Compliance may be an option for certain standards in UDC 11-3F-4(i.e. requirement for gated development&common driveways off private streets) Note:A Traffic Impact Study(TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District(SID) ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Mod ification/Transfer X Rezone ❑ Alternative Compliance X Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text X Preliminary Plat ❑ Variance ❑ Conditional Use Permit X Private Street X Alternative Compliance Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-6C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. Scott Noriyuki From: Sub Name Mail <subnamemail@adacounty.id.gov> Sent: Thursday, May 9, 2019 9:26 AM To: Scott Noriyuki Cc: Gregory Carter Subject: Goddard Creek Townhouse Subdivision Name Reservation May 9, 2019 Greg Carter, Idaho Survey Group Scott Noriyuki, Northside Management RE:Subdivision Name Reservation: GODDARD CREEK TOWNHOUSE SUBDIVISION At your request, I will reserve the name Goddard Creek Townhouse 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, Jerry L. Hastings, PLS 5359 County Surveyor r ' Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208)287-7912 office (208)287-7909 fox E-mail.jhastings@adocounty.id.gov From: Scott Noriyuki [mailto:scott@northsidemgt.com] Sent:Tuesday, May 7, 2019 8:28 AM To: Sub Name Mail Subject: Request to Reserve Subdivision Name I would like to request"Goddard Creek Townhouses". Please find the attached parcel data info for reference. 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INSTALL IRRIGATION PUMP-OUT G�� -- - - 11 111 ® _ _ \\ SELWAY RAPIDS LN a- o 32 yy - VICINITY MAP w � TI CATCH BASIN INLET o o► W c .......\\\\\\\.. ..\\\\\\aa\\.... ...».... .... .... e, 0 D_ i ? _/ tom°�� 'v � ..... o SEEPAGE TRENCH W \ ..,.,......,,,,,,,..\ :`„"::<:. .............................~:~,.,......•_.:...,\ ,z CO r� - / SAND FlL R 8, \ " \\\ CONSTRUCT CATCH BASIN INLET �p �° (�. rz 00 \ -- �- - -- - - -- - - -- -- �`\ �'� a I 1695 SF 113.0 tli -- - - - - �, - - - -- - �11r ! _ I , , -- � CONSTRUCT PEDESTIAN RAMP 5� ►Q` , 0 04 \\ ; .•..•..•................:•••.•. may% NP �v- ; 8 ,1 Ilz 29 �� v �a as 0 0 O #1 P TEST HOLE W/ PERCOLATION TEST 2 89.s' 1296 S 89.8 28 \ .1_... TEST...HOLE...........•.•••.••.•••..••:•.••.••••.•.•..••.•••••...•.•..•.•....••....•.:•....•.:..•...•...........•.•....... �� \, cc O - 117.3 , m - - 2.7 + \ SITE SUMMARY \ _ �� to 0.03 0 850 SF ( 0 # v,- m �m "� 0.02 _ E o � co a � 4407 SF + _' o I � TOTAL ACREAGE - 4.62f AC (201,247.2 SQ.FT) \ 0.10 __'` I T ' INSTALL STOP SIGN `r ul 30 41 + "`„ I TOTAL LOTS - 42 ............................... I :•, \. 27 I ; INSTALL STREET SIGN o �' 3420 „ �' o RESIDENTIAL LOTS - 34 1 Irl \\ i 1 13.0 0.0:8 a 340 08 F M 470 1 1SF \ I m .... ., COMMON LOTS - 8 c M 2 ®® INSTALL 2 PARTY MAILBOX 90.0 sa.o I OPEN SPACE AREA - 24,415 sq.ft. = 12.1 % '" ` \ EXISTING TREE 0 _ - 117.8 QUALIFIED OPEN SPACE NOT REQUIRED a \" ' c _ I €` PRIVATE ROAD AREA - 21,588 sq.ft. = 10.73� EX �11 4407 SF o EXISTING UTILITY POLE 11 0.10 `r �, 31 0 40 I �° DENSITY LOT PER ACRE = 7.35 UNITS/AC \ W ... .........._..........•............................. o ,,� o _ 3420 SF o 26 I EXISTING UTILITY POLE GUY WIRE ao 113.0 „,,,, 3420 SF O m 0.08 0.08 I .\...\.\a\\•\ v\a..,a;\\\\,\\\\aa\\...\\s\o\\a\\\\\\\\o\\\\\.\o\\o\\\.\\\a\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\�\� a 4721 SF EXISTING ELECTRICAL BOX c , ................ ..._..............................................•.•••••.••••.••...•.........•.............•.....•.•....._.........__....._.._......._........_ w o.11 � Z 90.o Q � EXISTING TELEPHONE BOX a Z 0 4 ::•.:..•.............:.......:. W 1 18.2 4407 SF o Z i o INSTALL GLEAN OUT } O tL "I Io,10 �; 32 39 J % NOTES: LINETYPES: lk� 3420 SF ` � M o Z 3420 SF W / ? 1. CURRENT ZONING CLASSIFICATION: R-4 MEDIUM LOW DENSITY RESIDENTIAL . 1 13.0 0 08 0.08 � 25 / ) ._.___•....................... ' EXISTING:...CURB:._&:.:.GUTTER......:...... am o- I 5122 S ` � 2. SANITARY SEWER SYSTEM WILL INTERCONNECT WITH THE CITY SEWER SYSTEM Z 90: o / ; CONSTRUCT CURB & GUTTER 4) 90.0 0 0.1•� / a€ WITHIN MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS. t U / I 3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER SYSTEM WITHIN ` "' EXISTING SANITARY SEWER I 4407 SF o . , MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS. """" ......:.......::::::::::::•","'.:""I'.............•.•""......._..:...::.•.....::.:::.•:...:•::•.:.::.•::::..::.:::•::::.:•:......."-:............ 0.10 + 33 '� 38 - 1r 8 i / 4 IRRIGATION WATER WILL BE S BY SETTLERS IRRIGATION DISTRICT VIA _•••,X $ ? INSTALL SANITARY SEWER MAIN •� v SUPPLIED W 3418 SF 3420 SF / THE EXISTING LOCHSA PUMP STATION. INSTALL SEWER SERVICE m 113.0 0 0.08 0.08 / ,',I-,,,,-,-,,,........... ......... _.•...:_....................... 5. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 10 FOOT EXISTING STORM DRAIN it `3m a I + 90.0 90 0 b / UTILITY EASEMENT IN THE REAR, A 10 FOOT UTILITY EASEMENT IN THE FRONT c , ; W I - coo 24 / 4�; AND A 10' UTILITY EASEMENT ON THE BOUNDARY. X SD I INSTALL STORM DRAIN MAIN 6' SF ; ..::..::• 0 6. LOTS 1, 12, 13, 22, 28, 29, AND 42 ARE COMMON LOTS TO BE OWNED AND •••••••••••_.•..•.•..•..... UA I 4407 SF �` 2 34 0 3 0.i 4 / � �; � EXISTING WATER MAIN J M 37 " MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ......:.::..:..::..::::.:.:::...:::::.:.:..:••..:::::•:::.•:•••:.••........._............:....".-,...:.::::::.•:::::..••.:•..•:.:..:::..•:...::••:.:::::::.:::•::."":,................. U 1 � I 0.10 ,� / � U 3422 SF �': X" W ; INSTALL WATER MAIN a�, m ," 3420 SF / 7. THERE ARE NO TRAFFIC IMPACT STUDIES REQUIRED BY ADA COUNTY HIGHWAY p Ium 1 i 3.0 0.08 \ DISTRICT. _..........:.::..:::....:.:..::.•.. _.....•.____.__.._.•...................._...._ a 0.08 0 -------------- INSTALL WATER SERVICE �, g Z Z I 90.0 90 0 92 '; 8. LOTS 8-11, AND 18-21 WILL BE ACCESSED BY A SHARED DRIVEWAY. o JO D ="o I o / a IV of ( O I ,ri o / 9. THIS SUBDIVISION IS LABELED "ZONE X" AREA OF MINIMAL FLOOD HAZARD ON EXISTING PRESSOR IRR Z P 35 11 FIRM PANEL 1soo1co143H. X" PI INSTALL PRESSURE IRRI MAIN O U cn o O I 44090 F 3410 SF M 36 - 23 / Q EXISTING GRAVITY IRRIGATION a) v0 113.5-1 in .08 3412 SF 6160 SF t' _............. _......_......•.._ 0.08 N CO 0.14 ' I GIRR INSTALL GRAVITY IRRI. MAIN - r N 113 SEEPAGE TRENCH W/ I W It _ a I1. VERTICAL SAND FILTER W ` LOT LINE Q Q M ° I /PHASE..••LINE.....••:....••:••.•...: _ _ _ _ I x ............................... ..•:..:.:. H M ® ' �° I U w 33.0' R BOUNDARY..................•_......:........::..•.•.:..:.••.•::•..•:::..•• 0 o U Z N o& I w 4403 SF E AG TR NC kll/ - - R LINE Y > Q = .-. 0.10 s k + / . _ FlTER7+ 0 2 � U : WZ w � � Q CENTE �• O • 2.0' 5.0' ( ) 2.0 Q G I- co 24.0' BACK TO BACK ' Q EASEMENT LINE W - - _ 42 97. o ....:..:::::•:.:::.::..::.:.... 0 w ?�, CV I 105.9 \\ SEWER LINE A I o % 12.0' 12.0' .. cc z Z 30589 SF SEWER LINE C 22 O o U LU o O a •.: . . ; EXISTING CONTOUR LU �., W W 7iI U 0 ��_� ------- ____FINISH GRADE CONTOUR C� V O 2 Z �• ¢ �, EP SHARED E�RIV AY fe o os _ 2550 ...........•...:.::.•.:•:::.:.:.::::.::....""I'.....•...........::...:....::...•••.--l.:•..•... OC to -- a i I 3796 SF "n 0 31 0' 38.0' 19.0' 31 ::..:........•••........-,"'. Q Z 0.09 \ Q � 3 .O' \\ 3 0' 3 0�, 4 .6• I Z 1.75% ---* 2�- --2%� 0 EXISTING EDGE OF PAVEMENT \\. - o O o \\., .\ 1 Z - ; EXISTING OVERHEAD PO 92.0 +12 ��. 1� to " _::.._::::.::. EXISTING FIBER OPTICS O m ROLLED ............................... CUR . 3534 S ,� , PAVEMENTALT AND 11 ; EXISTING TELEPHONE a I 0.0 \" °" GUTTER I 1 oI'll Q \ ,`' 4" �4" MINUS ABBREVIATIONS: 3588 SF _ 1 4 \ 14" PIT RUN ; o.as 15 0 16 0 0 17 \ o O� I I ; cc . 5337 SF m 1 g O o 19 20 21 1 BRG BEARING MJ MECHANICAL JOINT s2.o:.•._••...............:.... 0.12 m 6 �_: TYPICAL STREET SECTIO ••• 0 3649 SF 3648 SF 3648 SF ; CENTER LINE NF ' NEAR FACE � 3648 SF 3648 SF 3 48 SF 5276 SF -NTS- J m 0.08 a_ 0.08 0.08 0.08 0.08 0.08 0.12 o H H Q K, W CLR CLEAR OP OVERHEAD POWER W w a 11 \ \. \\. •o.. 1 EG EDGE OF GRAVEL OPP. OPPOSITE U Q. O Z g = U _ a I 3616 SF N , 20.0 :--11.:..................:::• •.....:.:. ...._.._.......•.....•.._:--:--:..:::::•::..:•:.•:•:::•::::::.. Q _ OA8 30.0 \ \\. " " ............................••• .._...... ........•.....••::•.:.•:::.::::::.:••:::::::::::••.:•:.:::::.•::::. 0 0 \\..` 0, O, O, EL ELEVATION P/L PROPERTY LINE LU LU ti..•__:..:.:___:.___.__.,::,:::..•::. - cV N vI , 5 10 10 0' S ... •.•.... a a � � 92.0' y`� E , .,,: _111. :� .. ..........I........................:...• ........" ...:.......•...........:.:.._..........:::::.:.:.••••:•..••.:•.::.: 0 38 0 380 380' 654' \ Ill� W � W W • •EP EDGE OF PAVEMENT PC : POINT OF CURVE ' r- _ •�� \ I \ +•n - - - _ W - - - .. . .. ... �_ll - - - - - - - - --- \\\\\__ - - -- - - -- - - - _ I \ - - - -- - - --- - - --1 FF i FAR FACE PI � PRESSURE IRRIGATION Gt cr ---1.....:.........:::............... W W ... 3 - -11 77-- 0 2% 2% .., ...•......... I FINISHED GRADE PT '• to 111111111 0 G POINT OF TANGENT !Y � fn - - -- - - -- + 1-1-11 - ... - -- - -s.. ,. \ \ �„ -� - i �I I�11111111111111111" M FL FLOW LINE S SANITARY SEWER k., 0 0.33 °< .\\.. \ J - -,111" \•_. .. , a• EX EXISTING SD STORM o :: ... ... i :.:. 5� 2ki ASPHALT G11�1111111111111 ». PAVEMENT ;• : , H EXISTING STA. ' STATION \.,� .\ ME MATC \..,. " lll� :•:•....__.....•.:.......... ...----:::::::::::::.•:•:•:: •:::.::.•.. ._.................._..........•..........•::..:.....:.....:.:..... P a NUS �.: LANDSCA E 4 �' MI o " G.B. GRADE BREAK TBC TOP BACK CURB 11111W. McMILLAN RD. BUFFER o_ PIT RUN J J J } 0 14 „ . ; 111-11110 „ . GI 11111-1GRAVITY IRRIGATION TEL TELEPHONE UTILITY ................................:.•.••••.•..........•.•.•••...•..... TYP__I_CAL SHARED DRIVEWAY SECTION ........•.......•................::....:•::.::•...•••...................•:.•••• ..................:__.:::::.•_.:•.:...•.:..:..•::::::::::::::.•:::...............:..:.:.: a� a� _.................••::::::::.••••.. -NTS- o w o INV. ; INVERT TYP. ; TYPICAL N U H E N88 58 46 W 2602. Z z WATER .. 80 0 N � N :•._. „<.. R �- Afi) K F>_. OEAR.LNG. .� ....Q �' . `\ ..... z 0 �. LT-"'�ll,�'ll""I'll""I'll",ll,",---",-,"�'ll""I'l�'ll""I'll",��,�,",,-,-,,,\,,----,-,---,---"�'ll""I'll""I'llI li LEFT w THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL SCALE: Sheet Number: o BVCS EVCS M TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT : CURVE STATION : CURVE STATION BEGIN VERTICAL END VERTICAL 'I =3O 1 y OF LEAVITT & ASSOCIATES ENGINEERS, INC. ..... CAI_ �� ,- BVCE CURVE ELEVATION EVCE CURVE ELEVATION F- A B C D E F G H I J K L M N O P STAMP:••,....., �E of ra D SELWAY APARTMENTS PLANT SCHEDULE Op�? P 5�� .R � ZONED HIGH DENSITY RESIDENTIAL = = NO TREES SHALL BE LOCATED PROVIDE ROOT BARRIER BOTH KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS SIDES OF TREES ALONG PLANTER COMMON NAME (*NOTE.- ALL TREES TO BE GRADE #1) ; La- I6827 WITHIN 10 FEET OF ANY STORM cf 09/02/20 AND SOUTH SIDE OF THE WALKWAY m TREES d DRAIN STRUCTURES / 4-Ire LINEAR FEET OF TOTAL z FRONTAGE: I / " � AC Acer platanoides 'Columnarbroad' 2" B4B 40' hgt. 25' wide CLASS II •�' L �SCA4�; �'-` �� Parkway Maple • '•'•••••'•• • 4 TREES REQUIRED a 1/35 cn II TREES PROPOSED -- i i AP Acer platanoides 'Deborah' 2" 545 35' hgt. 30' wide CLA55 I1 DATE: P� r 32' W. SELWAY RAPIDS LN. Lf' NO TREES SHALL BE LOCATED w w Q WITHIN 10 FEET OF ANY STORM Deborah Maple 09/02/2020 DRAIN STRUCTURES PS Prunes sargentii 'Columnaris' 211545 30' hgt. 15' wide GLASS I 2 z��Q 40 Columnar Sargent Cherry 2 40' F - 75- - -7L - - - v a EXISTING TAN AND WHITE r- KEY PLANTING SIZE MATURE SIZE E 40' SHRUBS _ U o VINYL FENCE t0 REMAIN - - - .I- - - - - - - - - - - J ®® 4m' � � �� SEEPAGE TRENCH v o 695SF - - - - " " - BT Berberis thunbercgii 'Helmond' 2 Gal. 3' hgt. x 2' wide ¢ 'o 0.04 0 1296 SF I Helmond Pillar Barberry u 4407 SF - - - - - - - - - - - - - - - - - -� I CO Cornus a Iba 'Ba i Iha lo' 5 Gal. 6' hgt. x 6' wide v 3 0.03 0.10 30 I 41 2.0 Ivory Halo DogwoodIts " 3 _ _ 3 I 27 JH Juniperus horizontalis ' Blue Chip' 2 Gal. ro" hgt. x 4' wide I 3420 SF 5 3420 SF Blue Chip Juniper m° 1 AI PUBLIC UTILITIES, PROP - - - 0.08 2.0 4707 SF 8" ASH RA Rhus aromatics 'Ciro-Low' 5 Gal. 2' hgt• x 4' wide DRAINAGE & IRRIGATION EASEM 2 0 0.08 I � 3 a� Q' o � 3 - _ 0.11 Gro-Low Fragrant Sumac " m O � cn �- - - - - - RR Rosa x 'Flower Carpet' 5 Gal. 3' hgt. x 4' wide -C ._ coN Merlot Flower Carpet Rose e 4407 SIF _. ai . M 4 0.10 31 I 40 GROUND COVERS/ GRASSES/ PERENNIALS ,0 o o m o 3 m O 1 co 3420 SF I 3420 SIF 26 8" ASH CA Calamagrostis x. acutiflora 'Overdam' 2 Gal. -8 3611 O.C. 3' hgt. x 2' wide 2.0 0.08 0•08 14721 SF Dwarf Feather Grass o 0.11 HH Hemerocallis x 'Stella De Oro' 1 Gal. a 48" O.G. 18" hgt. x 2' wide Stella De Oro Daylilly ® - - - - - - PA Pennisetum alopecuroides 'Hameln' 2 Gal. 6 3&" O.G. 12" hgt. x 16" wide 0 W Q 4407 SF I Hameln Dwarf Fountain Grass m m m 4 0.10 32 39 4" BIRCH 4 r 340008E o.os I 3420 SIF 25 ° CITY REQUIREMENTS PRE-PLAT NOR_= I O - - - - _ - - _ 5122 SF * ROADWAY LANDSCAPE BUFFERS: Mill 0.12 \ ° 4" BIRCH MCMILLAN ROAD: 4407 SF 33 - - 25' STREET BUFFER 0.10 O I 0468' FEET OF STREET BUFFER REVISIONS; 3418 SF 3420 SIF / EXISTING ro-FOOT 13 TREES REQUIRED - - - - 0.08 °os STREET TREES 'a 1/35' = 13 TREES EX15TING 5 - - - - - - _ _ PERGOLA \ o VINYL FENCING TO 5 11) REMAIN SELUJAI' RAPIDS LANE: w cn BBQ 24 Q _� 25' STREET BUFFER Q z 6 I Ci') 6017 SIF / 416' FEET OF STREET BUFFER 0:� U Cl) _ 4407 SF 24' U) 33 G ' 0.14 14 TREES REQUIRED 0 U M 010 I 0 / XISTING STREET TREES e 1/35' = 11 TREES PROPOSED C m 3422 SF 3420 SF 24 0 - - 0.08 - - 0 Os LANDSCAPE t0 EXISTING TREES AND REMAIN * PROPERTY BOUNDARIES: N/A Q z z LANDSCAPE t0 REMAIN ON�- (4 - - - - - - ® ® 8" ASH CALL PROPERTY LINES ABUT J ADJACENT PROPERTY ®® - + ROADWAYS OR COMMERCIAL PROPERTY) N ° ° 6 O 440T 35 I 36 00 20 RESIDENTIAL SUBDIVISION TREES - N/A 6 U 0.10 3410SIF O 40 3412 SF - - - - - - - - # o - - - - °08 - - - 0.08 1 LAWN 8" ASH ACRES OF DEDICATED OPEN SPACE: -L I 1 409 LINEAR FEEL of TOTAL APPROXIMATE. TOTAL ACREAGE: 23,062 SF, Z O - - - - - - - - - - - - - - - - - 4 ' I (DOES NOT INCLUDE IN THE R.O.UJ. 5) x SEEPAGE TRENCH 1 FRONTAGE: O12 TREES REQUIRED 6 1/35'o I ° - I - - - I 1 12 TREES PROPOSED * COMMON AREA PROPOSED NUMBER OF TREES: 4403 SF .,`�� SE PAG TR NC I 010 �` 40' - - I 1 40' + I I< 8" ASH (1 TREE/5,000 SF. COMMON/ OPEN SPACE) a Q LINEAR FEEL: � °� I - 1 I - _ - - 1 3 REQUIRED, ro PROPOSED (3 USED TO MEET NORTH 80UNJDARY ZEES REQUIRED I/35' 1"1 a - � _ S 42 I X15TING TREES TO BE REMOVED - REQUIREMENTS) a � - - 7 ZEES EXISTING Dore` CIO �O� ® - 23705 SIF - 22 COORDINATE WITH CITY FORESTER (NOTE: DOES NOT INCLUDE TREES NECESSARY FOR ROAD BUFFER 7 Boa ° �P 0.54 0� �� SHARED DRIVEWAY PRIOR TO ANY DEMOLITION AREAS OR PATHWAY TREES). �1■I 12 WEST APGAR REEK LOOP (PRIVAT o� 3449 SF I ° etc PG' O o� o\ c�`'. t1 E P 0.08 ° 4" BIRCH �� 379 IF 6 SIF 6 o ��\P� ` 06 P��F1 `� `o� \\^`� ��J � � �� 1 - - \° / * PATHWAY TREES: N/A0.0� �1■1 �� / ° 04 io P �J. ,� �� J/°° J/°°\ 4" BIRCH MITIGATION FOR REMOVAL OF EXISTING TREES: 6" CAL. TREE �1■I oo REMOVE, CONFLICT WITH EMERGENCY ACCESS - TREE IN POOR PC w .� J J a� JI/ �,� b�� I� ` /� / CONDITION AND NOT MITIGATED FOR e .� oP a, / I I / I I �� I 1 LLB IC I �.� 0 4 � °0 w SITE DEVELOPMENT FEATURES 8 ° 3588 SF 0 01 14 � 21 z 8 0.08 0 0 5276 SF 8" ASH TOTAL ACREAGE - 4.62? AC (201,2412 5Q.FT) Q 0 530318E �� 15 16 17 18 19 20 0.12 \ �, U TOTAL LOTS - 42 ■� _ J�� °� J A649 SF 3648 SF 3648 SF 3648 SF 3648 SF 3648 SF \ Q RESIDENTIAL LOTS - 34 � 0 �� o` 0.08 0.08 0.08 0.08 � N I I I I o.os I o.os a / �e 0/ COMMON LOTS - (5 11 I CAI �Sl I e� I I l Pia\o I I I j � \ a Q OPEN SPACE AREA - 23,002 sciSt. = 11.46 io P .o� N QUALIFIED OPEN SPACE - 19,245 s ft. = B.56% t l 360 08 16 F QQ`3G �O°tea �� JG� JG� lP ` 1 Py \ N 8" ASH 0 PRIVATE ROAD AREA - 29 500 S eft. = 14.65io o � a � / / / J DENSITY LOT PER ACRE = 1.35 U ITS/AC EXISTING o ` o/ 0 1 O 9 LANDS 01 TO RE I COMMON OPEN I I ° C� LEGEND : g E■I 14 SPACE , ° PEN ° 40 ro L NDS� IN LAWN AREA - Dwarf Turf Type Tall Fescue T- I a � Z a o �EP EP EP } ~ 6' HGT. WROUGHT IRON FENCING (SEE DETAIL 4, L2.0) � w EP EP Z EP - 1 EP NE TREE TO U) rn 30ll CAL. PINE TREE TO A BE REMOVED - IN ROW w � BE REMOVED - IN ROW 469 LINEAR FEET OF TOTAL o N 40' (o' HGT. SOLID VINYL FENCING (SEE DETAIL 5, L2.0) FRONTAGE: <I-Ij 5 0 w 13 TREES REQUIRED 6 1/35' Z 2 0 10 3" DEPTH OF J" WASHED Q 19 TEES EXISTING w o SS - ROB OVER FABRIC, �� SS 1= Q t`�1 A T x J J S S J W W Selway River Ln EP EFH E�IStING w SS S� z EP z EP EP EP EP= � SS -- SelwayApartmentsQ In EP c 2 H J °k3 In m �' W Selway Rapids Ln �Se,�a9 a Z W. McM I LLAN RD . w a WTurin Z Z DRAWN BY: O �9 W Selw_y Rapids Ln J.D.R. Z Q a N i P C, CHECKED BY: PROJECT 11 a 11 J.D.R. s 9 LOCATION o OWNER DEVELOPER ENGINEER m r< PROJECT NUMBER L - - � � _ GIBSON FAMILY REVOCABLE TRUST SI CONSTRUCTION LEAVITT & ASSOCIATES W McMillan Rd W McMillan Rd W MCMIIIJI Vd McMillan Rd W McMill LAND APE P LAN PO BOX 88 1016 W. SANETTE ST 1324 FIRST STREET SOUTH LempCanal PapaMurphys© o Lemp Canal SHEET: NAMPA, ID 83651 Take'N'Bake Pizza SCALE: P=30'-m" NOTUS, ID 83656 NAMPA, ID 83651 a C o W Los Flores St A CilnO f - W Las Flores Cl W Los Flores pr Q VICINITY MAP LlisO 12 NTS 12 A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P STAMP:��,....,�� ••••��E OF !p D ROT�� i 09/0 /2 • PLANT TREE AT SAME PLANT TREE At 0 � 2�a-�bsz7 � ELEVATION AS NURSERY REMOVE DEAD/DAMAGED BRANCHES AND SAME ELEVATION REMOVE DEAD/DAMAGED BRANCHES AND '•.L9NDSCA4ti •`•• PRUNE TO INTERNATIONAL SOCIETY OF AS NURSERY PRUNE TO INTERNATIONAL SOCIETY OF •.,Name,..•. ARBORICULTURE STANDARDS, IMPROPERLY ARBORICULTURE STANDARDS, IMPROPERLY PRUNED TREES SHALL BE REPLACED PRUNED TREES SHALL BE REPLACED DATE: PLANT 6HRU5 AT SAME 2" DIA. WOODEN POLE (LENGTH ELEVATION AS NURSERY AS REQUIRED) SET STAKES 09/02/2020 3" MIN. DEPTH OF 1" BLACK AND TAN ROCK ATTACH TRUNK FIRMLY TO POLE W/ PARALLEL TO PREVAILING ATTACH TRUNK FIRMLY TO POLE W/ 2 WIND. SEE NOTES CINCH TIE. SEE NOTES 2 1. MULCH (OR APPROVED EQUAL), KEEP BARK CINCH TIE. SEE NOTES a 3 R MULCH A MIN, OF I" AWAY FROM TRUNK o, RETENTION BERM APPROVED TREE WRAP v o _=III= FINISH GRADE 3" DIA. WOODEN POLE FOLD BACK BURLAP 1/4 WAY OR FROM BALL TO FIRST BRANCH N o (LENGTH AS REQUIRED) Q -III III- REMOVE WIRE BASKET FROM ROOT BACKFILL W/ _ ROOT BALL BALL AS SUPPLIED AND REQUIRED �" MIN. VISIBLE TRUNK a a 3 PLANTING SOIL -I III= 3" MIN. DEPTH OF 1" BLACK AND TAN ROCK FLARE v 3 = =III= III-UNDISTURBED MULCH (OR APPROVED EQUAL), KEEP MULCH z U a 3 -III=1 =1 =1 1= V161BLE TRUNK FLARE A MIN. OF 3" AWAY FROM TRUNK 3" MIN. DEPTH OF I" BLACK AND TAN ROCK SOIL RETENEON BERM M MULCH (OR APPROVED EQUAL), KEEP MULCH Q m 3 3" WATER M A MIN. OF 3" AWAY FROM TRUNK 3 a 0a v RETENTION BERM = o v Q o NOTE - DIG HOLE TWICE THE SIZE OF ROOT BALL _ SET TOP OF ROOT BALL -8 m rn = = 2" ABOVE FINISH GRADE N SET TOP OF ROOT FOLD BACK BURLAP 1/4 WAY OR REMOVE WIRE -III= - s y N - ,t BALL 2" ABOVE - 12 - BASKET FROM ROOT BALL AS SUPPLIED AND - III c -0 CD 00 SHRUB PLANTING DETAIL FINISH GRADE -III III= BACKFILL W/ -I _ =I �� REQUIRED _ VI N CO N 1 NO SCALE -I -III UNDISTURBED = 06 OIL 1= I III I I I � PLANTING S - � - BACKFILL W/ 11 _ I I I I111I�II II . 11 I- 3611 MIN. 601L 1"',_ X PLANTING SOIL = UNDISTURBED OR TWICE THE SIZE OF PLANT BALL 36" MIN. SOIL OR TWICE THE SIZE OF ROOTSALL NOTES: o W Q I. THE STAKING OF TREES IS TO BE THE GONTRACTOR'6 OPTION HOWEVER, THE m m 4 NOTES: CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT 4 �•+• I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. CONTRACTOR IS RESPONSIBLE t0 INSURE THAT ALL TREES ARE PLANTED STRAIGHT kwsirl_�_ 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS 2ND RAP RUBBER THAT THEY C E (OR APPROVED EQUAL) AROUND REMAIN INCH STRAIGHT RTHE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE LIES t0 THE STAKES WITH GALVANIZED NAILS t0 PREVENT MOVEMENT. MW AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE NO SETTLING WILL OCCUR). REVISIONS: NO SETTLING WILL OCCUR). 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. 5 DECIDUOUS TREE PLANTING DETAIL 5 2 CONIFEROUS TREE PLANTING DETAIL 3 NO SCALE NO SCALE LANDSCAPE NOTES 6 1. All plant material shall conform to the American Nurseryman Standards for 6 type and size shown. Plants will be rejected if not in a sound and healthy condition. All plant material shall be Grade 01 or better. 2. All planting beds and tree wells in lawn areas (wells to be 3' in diameter) O shall be covered with a minimum of 3" depth of I" Black d Tan Rock mulch. Submit sample for approval by Owner. 3. All lawn areas shall be seeded with 1009. Turf Type Tall Fescue (Festuca arundinacia). Contractor shall verify and match the variety existing in the adjacent development. 5. All plant material shall be guaranteed for a period of one year beginning at the date of acceptance by Owner. Replace all plant material found dead or not in a healthy condition immediately with the same size and 7 species at no cost to the Owner. 7 0 6. Planting backfill for trees and planting beds shall be 5 parts topsoil GF4 and 1 part compost with straw. Stake all trees per details. M 1. All seeded lawn areas shall have 6" of topsoil and all planting beds *PEI shall have 12" of topsoil (minimum). Topsoil shall be a loose, friable, sandy 4" X 4" VINYL loam, clean and free of toxic materials, noxious weeds, weed seeds, rocks, POST (TYP). COLOR - ALMOND grass, or other foreign material larger than 1" in any dimension, a pH from 5.5 *PI to -1.0. Top soil from site shall be used, if meeting these standards. Place 2" x 2" SQ. x .125" wall thickness 5/0" x 5/0" SQ. x .050" wall 8'-0m PO 1/2" compost over all landscaped areas and rototill into top 4". Spread, aluminum posts w/ flat cap, -12" thickness aluminum pickets compact, and fine grade topsoil to a smooth and uniform grade, I below PC surface of walks and curbs in areas to be sodded and 3" in planting bed sections or per manufacturer's spaced at 4" o.c. 51/2" VINYL RAIL, areas. recommendations i" x i" SQ. x .055" top wall COLOR - ALMOND 8 6. Fertilize all trees and shrubs with 'Agriform" planting tablets, 21 gram. thickness and .080" side 8 Quantity per manufacturer's recommendation. wall, rail attached per S. Plant material shall not be substituted without the written permission of Owner. Submit names of three suppliers contacted if substitution is _ manufacturer's requested and plant material specified is not available. recommendations 04 PW 10. Shrub planting beds shall be shovel edged to create a distinct 4) separation of landscape types. 4) 11. Immediately clean up any topsoil, or other debris on site created from � landscape operation and dispose of properly off site. 12. All landscape areas shall have an state of the art automatic underground 6" INY sprinkler system which insures complete coverage and is properly zoned for @ PRI VACY FE.NCE required water uses and has a weather station capable of turning off for `D PA EL (COLOR 9 rain/freeze events. All shrub zones, spray zones and gear driven zones shall - ALMOND) 9 A be placed on separate zones. Do not exceed a maximum of 5 fps in all mainline and lateral lines. '12„ Z 13. This irrigation system shall be design built by a qualified irrigation cc contractor. The contractor shall provide professional designed irrigation construction drawings to the owner before construction (for review by the COLORPO - landscape architect). The drawings shall contain all the components in a BLACK 51/2" VINYL RAIL, PO professional irrigation system including but not limited to: mainlines, lateral COLOR - ALMOND � O lines, zones, valves, shut-off valves, drain valves, filtering, drip valve manifolds, wiring routes, FCC: connections, and details. All products shall be � from Hunter Industries and "commercial" grade components as determined by ,FINISH GRADE the manufacturer. No residential grade components will be accepted. If the 10 contractor has questions on irrigation products call South Landscape III p e III 2" 6" PICKETS, 10 Architecture 208.342.2999 before bidding. - CONCRETE FOOTING 12" DIA. MIN. 3ro" DEPTH 94 14. Coordinate all drainage areas and utilities with tree locations and COLOR - ALMOND 2" SPACE [�] adjust per field conditions. - EARTH 1"1 15. All existing trees shown to remain shall be retained and protected a' NOTES: 0 through out construction. 1 1. Installation to be completed in m 16. No trees shall be planted within the 10 foot clear zone of all achd storm accordance with manuf. specifications. drain pipe, structures, or facilities. 2. Alloy 6060-T5 on pickets a DRAWN BY: 1-1. Storm ponds must be protected from any and all contamination during 6063-T(o on posts and rails or the construction and installation of the landscape irrigation system. ONCRETE J.A.G. 16, All trees to be located a minimum of 5 feet or greater from the back of 6' ALUMINUM FENCE approved equa I. FOOTING any sidewalk 4 8 (TYPICAL) CHECKED BY: 11 NO SCALE 6' HIGH VINYL FENCE 11 J.D.R. 5 NO SCALE PROJECT NUMBER NOTE: DURATEC VINYL FENCE BY: SILVER CREEK WHOLESALE DI6TRI5UTORS SHEET: CONTACT: CASEY CLARK 208.463.0519 12 12 L2*0 A B C D E F G H I J K L M N 0 P WU GODDARD CRE SUBDIVISION0 0 �" Z 0 PE 0 U � Z a0 N v SPAC XHIBIT 00: Q I < RE-SUBDIVISION OF LOT 2 BLOCK 1, GODDARD CREEK SUBDIVISION, will ccZ2 U. T.4N RJE SEC. 26 ADA COUNTY MERIDIAN IDAHO W 0 M F- m - Z `w 0 L Q ya SELWAY APARTMENTS W NNJ � W ZONED HIGH DENSITY RESIDENTIAL r---- - - -- - L - --._......-- N 0 w>-N 0 15 60 _ cn SCALE: 1 - 30' CD __._.------------ -- -- ® ® N W I- P 32' W. SELWAY RAPIDS LN. a 0�. 0 zz e 1696 SF 0.04 8 1296 SF SITE SUMMARY p$ b I 2 0.03 $50 Sf' o a a 2 s I 4407 SF 0.0 I TOTAL ACREAGE - 4.62f AC (201,247.2 SQ.FT) I 0.10 30 41 I TOTAL LOTS - 42 3420 SF 27 I RESIDENTIAL LOTS - 34 0 I 0.08 3420 SF I I COMMON LOTS - 8 0 08 470 1sF I OPEN SPACE AREA - 24,415 sq.ft. = 12.12% o M 0.1 LOT 1 BLOCK 1 - 1,695 sq.ft. I! O I LOT 13 BLOCK 1 -14,414 sq.ft. o LOT 23 BLOCK 1 - 6,160 sq.ft. ° I 4407 SF I I LOT 28 BLOCK 1 - 850 sq.ft. I 0.10 31 40 I I f LOT 29 BLOCK 1 - 1,296 sq.ft. c I 3420 F 3420 SF 2 6 i m ti I 0.08 472111 7�1115E i = 3 O i 4 I I X nm O I W ° 4407 SF 0.10 32 39 / W � 3420 SF 3420 SF / z 0.08 0.08 25 5122 SF / Q I I 0.12 j 4401 o f 0 33 38 / Z v 3418 SF m I 0.08 3420 SF / W I 0.08 i / .. 0. `m w cn 3 ' 24 / 0 ° 0 Z I a � / go 6017 SF 0 4407 0 10 F 2 V 34 37 3 ' 0.14 O U m 3422 SF 3420 SF 24, 0.08 0.08 / mm z O 3 i r..-. . zz z .rl z � N �U m I 4409 SF I 0 2 U I 0.10 3 1 08 F 23 Q .. v 3412 SF 3 -- -- 0.08 >- N I w3 m0 O �a.. ,�M° ti al- Waoco I 4403 SFT U W W = z x 04 0.10 U w o � � Q 0 42 ✓ � wm w � . GN oc - Z z 3 �osF� 22 0 U W o 0 co a w a' WEST APGAR CREEK LOOP (PRIVATE) 3449 SF o _ Z I O EP_ SHARED ERR EP 0.08 = o Q O 3796 SF 38.0' �- Z Q Z a I 0.09 ' 0 � Z O I � a I � �_2 . �3534 CD � 10 a.os 3588 SF S0.08 1 53037 12 F 15 16 17 18 19 20 21 3649 SF 3648 SF 3648 SF 3648 SF 3648 SF 3648 SF 5276 SF \ Q I 0.08 0.08 0.08 0.08 0.08 0.08 0.12 1 Z Z > 11 Q ` � � Xztn _ U U a O Z a I 3616 SF g W W a a O I 0.08 , a a Ft co E O O O U - ' W W W w �_ �_ O c > > W O W W D 3 - 1� -- - =-- ---�.-- . 1440133SF ---------- --^.-.- ._. _. 09�6 co �.. --- - p --------TOP to ° y_ TOf�01 EP EP _ EP EP EP EP EP EP EP EP EP EP EP W. McMILLAN RD. J J J } - w w w w w w w _ O O O m w_ w w w CD CD O T- e- W N 4 F- - �- N QO _ S S � _ __ S S -- C) O 4 EP EFL EP EP EP S EP EP BASIS_.QP S _ - S S o y EP EP EP EP EP- EP EP EPIrl z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES a o Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 _30, OF LEAVITT & ASSOCIATES ENGINEERS, INC. 4 GENERAL NOTES stamp: A. CONTRACTOR TO COORDINATE EXTERIOR PAINT COLORS O� WITH OWNER AND ARCHITECT. THREE IDENTIFIED COLOR SCHEMES ARE AVAILABLE FOR USE. B. CONTRACTOR TO COORDINATE AND VERIFY SIDING TYPES AND STYLES WITH OWNER. BASIS OF DESIGN:ENGINEERED WOOD SIDING(VARIOUS STYLES), FASCIA BOARD AND TRIM. GO * SHEET KEYNOTES 1. LAP SIDING w/WOOD GRAIN FINISH AND 5"EXPOSURE,PAINT. revisions: SEE GENERAL NOTE:B. no. remarks 2. "BOARD&BATTEN"STYLE SIDING PANELS w/WOOD GRAIN 6 FINISH, PAINT. SEE GENERAL NOTE:B. 7 5 ® 3. 4"TRIM w/WOOD GRAIN FINISH. TYPICAL AT CORNERS, JOINTS,AND OPENINGS. PAINT. 4. 8"TRIM w/WOOD GRAIN FINISH,PAINT. 5. FASCIA BOARD w/WOOD GRAIN FINISH, PAINT. U U 7 = 6. 18"x24"RECTANGULAR GABLE LOUVER VENT,PAINT FINISH. Cn o U U U � U - 2 = 7. ARCHITECTURAL GRADE ASPHALT SHINGLES OVER 15LB LIJ ASPHALT PAPER. LJL o 8. CULTURED STONE VENEER W/WAINSCOT SILL. `-�l 9. FIBERGLASS PANEL ENTRY DOOR WITH UPPER LITE,PAINT. O 4 + 10. FIBERGLASS FULL-LITE PATIO DOOR,PAINT. 3 1 TYP. 1 >C Q o FINISH LEGEND O J 8 3 8 3 ARCHITECTURAL ASPHALT SHINGLES — BLACK Z Z SIDE ELEVATION TYP . - HIP ROOF OPTION SIDE ELEVATION TYP. - GABLE ROOF OPTION Q 3 B SCALE: 3/16"= 1'-0" 3A SCALE: 3/16"= V-0" U Q i Q W W � w LAP SIDING 0 PAINT FINISH PER COLOR PALETTE/COLOR ELEV'S 00 C) O� BOARD AND BATTEN SIDING [)� 00 7 U U U U U PAINT FINISH PER COLOR PALETTE/COLOR ELEV'S TT -ILILIL U U U U 5 �- STONE VENEER WAINSCOT U o MFR.AND STYLE PER COLOR PALLETE O a 2 0 THESE DOCUMENTS HAVE BEEN PRODUCED As AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. HOUSTON-BUGATSCH ARCHITECTS, CHTD,AS THE ARCHITECT OF RECORD FOR THE PROJECT RETAINS OWNERSHIP TYP. TYP. OF THESE DOCUMENTS. 10 3 1 1 10 3 1 1 ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN,IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICPATIO (REAR) ELEVATION - HIP ROOF OPTION PATIO (REAR) ELEVATION - GABLE ROOF OPTION BUGATSCHLY AR HITECTS,CHTBY WRITTEN CONSENT OF HOUSTON- 2 B 2 A "- ' " COLOR PALETTES BUGATSCH ARCHITECTS,CHTD. SCALE: 3/16"= 1'-0" SCALE: 3/16 -1-0 REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF HOUSTON- BUGATSCH ARCHITECTS,CHTD. COLOR PALETTE(SCHEME)NOTES: COPYRIGHT 2020 HOUSTON-BUGATSCH ARCHITECTS,CHTD. A. REFERENCE DESIGN REVIEW EXTERIOR ELEVATIONS (COLORED)FOR PAINT SCHEMES, DOOR COLORS,ACCENTS, ETC. B. CONFIRM FINAL PAINT COLORS WITH OWNER. = p U W 0) UL C. PAINT COLOR SW#XXX=SHERWIN WILLIAMS. ■ UJ W 6 Q 5 U Q o COLOR PALETTE(SCHEME)#1: ] = N 7 m ASPHALT SHINGLES: BLACK m - w r,< C SIDING(COLOR#1): WILLOW TREE(SW 7741) Z LU SIDING(COLOR#2): RETREAT(SW 6207) U 00 U U� UUFTTT7 TRIM: EXTRA WHITE(SW 7006) W O 7 �UU� U � ACCENTS: BUNGLEHOUSE BLUE(SW 0048) f j ~ � Q c`no 5 2 4 STONE VENEER: COUNTRY LEDGESTONE,ECHO RIDGE ] _ co (CULTURED STONE) D � ��Q o r� COLOR PALETTE(SCHEME)#2: N o�Za- ASPHALT SHINGLES: BLACK SIDING(COLOR#1): SANDBAR 91 checked BNS date 07/16/20 2 SIDING(COLOR#2): MOTH WINGG(SW 9174) 0 0 0 0 0 0 0 0 TRIM: EXTRA WHITE(SW 7006) ACCENTS: BUNGLEHOUSE BLUE(SW 0048) drawn HB ARCH. STONE VENEER: COUNTRY LEDGESTONE,ECHO RIDGE (CULTURED STONE) job no. 20034 issued for MERIDIAN DR COLOR PALETTE(SCHEME)#3: sheet title: 8 9 3 TYP. 1 8 9 3 TYP. ASPHALT SHINGLES: BLACK 1 SIDING(COLLOR#1): MARCH WIND(SW7668) EXTERIOR SIDING(COLOR#2): SERIOUS GRAY(SW 6256) ELEVATIONS TRIM: EXTRA WHITE(SW 7006) ENTRY (FRONT) ELEVATION - HIP ROOF OPTION ENTRY FRONT COUNTR ELEVATION - GABLE ROOF OPTION ACCENTS: PENT(SW 7615) STONE VENEER: COUNTRY LEDGESTONE,ECHO RIDGE sheet number: 1 B SCALE: 3/16"= 1'-0" 1 A SCALE: 3/16"= V-0" (CULTURED STONE) A4 . 0 GENERAL NOTES stamp: A. CONTRACTOR TO COORDINATE EXTERIOR PAINT COLORS O� WITH OWNER AND ARCHITECT. THREE IDENTIFIED COLOR SCHEMES ARE AVAILABLE FOR USE. B. CONTRACTOR TO COORDINATE AND VERIFY SIDING TYPES AND STYLES WITH OWNER. BASIS OF DESIGN:ENGINEERED WOOD SIDING(VARIOUS STYLES), FASCIA BOARD AND TRIM. GO * SHEET KEYNOTES 1. LAP SIDING w/WOOD GRAIN FINISH AND 5"EXPOSURE,PAINT. revisions: SEE GENERAL NOTE:B. no. remarks 2. "BOARD&BATTEN"STYLE SIDING PANELS w/WOOD GRAIN 6 FINISH, PAINT. SEE GENERAL NOTE:B. 5 ® 3. 4"TRIM w/WOOD GRAIN FINISH. TYPICAL AT CORNERS, JOINTS,AND OPENINGS. PAINT. 4. 8"TRIM w/WOOD GRAIN FINISH,PAINT. 7 7 5. FASCIA BOARD w/WOOD GRAIN FINISH, PAINT. 6. 18"x24"RECTANGULAR GABLE LOUVER VENT,PAINT FINISH. c� ET7. .. 2 = 7. ARCHITECTURAL GRADE ASPHALT SHINGLES OVER 15LB u u u � ASPHALT PAPER. o 8. CULTURED STONE VENEER W/WAINSCOT SILL. 4 T 9. FIBERGLASS PANEL ENTRY DOOR WITH UPPER LITE,PAINT. O N + 10. FIBERGLASS FULL-LITE PATIO DOOR,PAINT. 3 o 1 o TYP. x 0 0 1 FINISH LEGEND J 8 3 8 3 O 0 ARCHITECTURAL ASPHALT SHINGLES 0 — — BLACK Q z ., §SCiAIDE ELEVATION TYP . HIP ROOF OPTION SIDE ELEVATION TYP. GABLE ROOF OPTION Q Q 3 B L 3/16"= 1' 0" 3A SCALE: 3/16"= V-0" J Q LIJ � F, LIJ w LAP SIDING O PAINT FINISH PER COLOR PALETTE/COLOR ELEV'Scl� U z M Q u u�C. uu BOARD AND BATTEN SIDING 7 u u u u u uuuuuu a PAINT FINISH PER COLOR PALETTE/COLOR ELEV'S u. u 5 5 _ 7 STONE VENEER WAINSCOT 2 Oo MFR.AND STYLE PER COLOR PALEETE O 4 Ll ■ ■ ❑ ■ ■ ■ ■ El ::1 Ll El 1 1 THESE DOCUMENTS HAVE BEEN =1 Ll =1 PRODUCED As AN INSTRUMENT OF SERVICE AND ARE INTENDED SOLELY FOR THE PURPOSE OF CONSTRUCTING, USING AND MAINTAINING THE PROJECT. HOUSTON-BUGATSCH ARCHITECTS, CHTD,AS THE ARCHITECT OF RECORD R THE PROJECT INS OWNERSHIP TYP. TYP. OF THESE DOCUMENTS. TYp 3 1 10 3 TYP. 3 1 10 3 ANY USE OF THESE DOCUMENTS OR USE OF THIS DESIGN,IDEAS OR CONCEPTS DESCRIBED HEREIN IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS STRICPATIO (REAR) ELEVATION - HIP ROOF OPTION PATIO (REAR) ELEVATION - GABLE ROOF OPTION BUGATSCHLY AR HITECTS,CHTBY WRITTEN CONSENT OF HOUSTON- 2 B 2 A "- ' " COLOR PALETTES BUGATSCH ARCHITECTS,CHTD. SCALE: 3/16"= 1'-0" SCALE: 3/16 -1-0 REPRODUCTION OF THIS DOCUMENT IS STRICTLY PROHIBITED EXCEPT BY WRITTEN CONSENT OF HOUSTON- BUGATSCH ARCHITECTS,CHTD. COLOR PALETTE(SCHEME)NOTES: COPYRIGHT 2020 HOUSTON-BUGATSCH ARCHITECTS,CHTD. A. REFERENCE DESIGN REVIEW EXTERIOR ELEVATIONS (COLORED)FOR PAINT SCHEMES, DOOR COLORS,ACCENTS, ETC. B. CONFIRM FINAL PAINT COLORS WITH OWNER. = p U 0� C? IL .. . C. PAINT COLOR SW#XXX=SHERWIN WILLIAMS. ■ u u 7 COLOR PALETTE(SCHEME)#1: U = m 7 ASPHALT SHINGLES: BLACK m U LU 00 LL 6 SIDING(COLOR#1): WILLOW TREE(SW 7741) � u uu a uuuu uu uu 5 SIDING(COLOR#2): RETREAT(SW 6207) W O 5 , ® ACCENTS: BUNGLEHOUSE BLUE(SW 0048) [p = Q STONE VENEER: COUNTRY LEDGESTONE,ECHO RIDGE U U o- (CULTURED STONE) D r Q _ Z o 2 COLOR PALETTE(SCHEME)#2: Q ~ N 2 o�ZT_ ASPHALT SHINGLES: BLACK 0 0 4 SIDING(COLOR#1): SANDBAR(SW 7547) checked BNS 3 TYP. SIDING(COLOR#2): MOTH WING(SW 9174) date 07/16/20 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TRIM: EXTRA WHITE(SW 7006) 1 ACCENTS: BUNGLEHOUSE BLUE(SW 0048) drawn HB ARCH. STONE VENEER: COUNTRY LEDGESTONE,ECHO RIDGE (CULTURED STONE) job no. 120034 issued for MERIDIAN DR COLOR PALETTE(SCHEME)#3: sheet title: TYP. n'P ASPHALT SHINGLES: BLACK EXTERIOR SIDING(COLOR#1): MARCH WIND( g 9 3 1 g g 9 3 1 8 SIDING(COLOR#2): SERIOUS GRAYS SW 62)56) ELEVATIONS TRIM: EXTRA WHITE(SW 7006) ENTRY (FRONT) ELEVATION - HIP ROOF OPTION ENTRY (FRONT) COUNTR ELEVATION - GABLE ROOF OPTION ACCENTS: PENT(SW 7615) STONE VENEER: COUNTRY LEDGESTONE,ECHO RIDGE sheet number: 1 B SCALE: 3/16"= 1'-0" 1 A SCALE: 3/16"= V-0" (CULTURED STONE) A4 . 0 >,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,, ,,,,.,,,,,,, ,_ ,,,,,,,,, .,., ,.,,_,,,,, „ ,,,, ,,..,,,,,,.,, .............,,.,,,,, ,,,.... .... ,,, _,,...,........,,,,, ......... .,...,,,,......,,,,,,, ,,,,, ,,,,,,,,, ,,, ,,, ,,,,,,,, ,,,, „ „ ,,,,, ,,, ......,,,,,,.., ,,,,,............................,,,... ,,,.......,",........ ........,.......,.......... ,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,...,,,,,,,,,,.,,,, • W � �p Oa J M �" Z M M 0111--111- 111-1-111111- � _ 0 c� �, ,., 11 ..,., ..,,,, I ID LL ON N� r `t p COON CDC O .- CDL41. p00 �� U U) * �J 0 v ri cD 1// Q N O CD Z 2568 o�► N co +� r`? cq "o°r- c° 't 00 � - o 04 o L cod a,d 2568 J � Q X „ _, , „ „ ,,, _,, ,. ,,, , , „,,, „ „,„ „.,,,,, „,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,.,..,,,,,,.,,,,,,.,,,,.,,,,,,,_,,,,.,,,,.,,_, „.,,,,,,„ ,, , ,, ,.„, ,� ;d „ ..,,,.,,cam�,., , , „ ,, Ica ,�r� Q � , ,,,, . 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U 2552 2552 'n ' INV.-OUT=2555.43 2552 IL a� ao RI 2563.40 • � M z In I r� --- co „ „..,., „„ ,... _ „ .,�., � . . INN1N=2554.06 `° ~ to- U n Lo" I ao In U N II N c z In INV.-BOUT=2553.96 s a�c� I v"�z w ww 0 w N NIn wW Mn N I 0 00vv p N*ceI 2 O In I „ „_,,., ,,,,. ,,,, a2,,,,. „ „ „ Nlz�l „_„ ,, „ �..,,, „ . J J J o ( OON Z ZO O,Q NN�� zw • — — _ w Z O O O m �, p co N I I• I �_ �<N �N�� SEWER LINE B X Z SEWER: LINE C w N T w E w:w � H Q _ _ _ N -_ N O O C Z N c(o 0) 0000 O O (D coo � 1 O ,q- __ cD cr_i (D CND t(o (o (D coo � � O N O 61 N N N N Lo N N N N N N THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: coo TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT ,�„_30I w 2+00 3+00 4+00 2+00 3+00 OF LEAVITT & ASSOCIATES ENGINEERS, INC. Jv � O GODDARD CREE SUBDIVISIONW J c0c; _� ? od SHARED DRIVEWAY EXHIBIT � x O 0: RE-SUBDIVISION OF LOT 2 BLOCK 1, GODDARD CREEK SUBDIVISION, chill W ccU. TAN RJE SEC, 26 ADA COUNTY MERIDIAN IDAHO � W Z) � Z M Z w0 > W M Q Nco co W ON J t W ItZ N o Ma C o W ee y E St 7 C 0o-1 o� vs I 07 I 4409 SF I 35 36 23 �, M I 0.10 3410 SF 3412 SF ; p I b�ci 0.08 0.08 M �++ a O j O co ui m ti I COMMON LOT/ = G 2 0 ? a� OPEN SPACE �. $ N I 4403 SF I 0.10 Z I W 42 i Ym ti 30589 SF /' > I 0.70 SHARED ©RNEWAY o FOR LOTS 18, 19, 20, AND 21 - 3449 SF 0.08 EP EP . EP EP O m c� I 3796 SF mm I 0.09 5 30 90 T 0 15 60 i O I 12 SCALE: 1" = 20" mm 3534 \ 0.08 � c } Z I 10 0 3 \ 0 I 3588 SF id o \ I 0.08 M 0 14 18 \ I a 5337 SF 19 20 21 \ > ' o 3648 SF 3648 SF 5276 SF \ Z Q � Cm 0.12 — 0.08 0 oqr .os o.12 08 m 0 O ch ti \ Wowa � WGOM in� W a Z a Q o0 \ LU zZ � Qv I 3616 SF F- \ V W p 0 (p a W 0.08 _ \ � � a020 I � Q ZCL O O O O L -------- � � Q «. W W Q m U U a Z CL w w Q a O O O0 Co () 1 j ; W C 0 G T_ o 0 co ti 0 c J J J } E O O O m E N v N N Q La THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES N Z > ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1 =30 $ Z E Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 LTING, LLC Mr. Dan Lardie May 16, 2019 Leavitt & Associates Engineers, Inc. Page 1 of 19 1324 1st Street South File 19213-A Nampa, Idaho 83651 Re: Geotechnical Recommendation Report Goddard Creek Townhomes 2780 West McMillan Road Meridian, Idaho Dan: As per your authorization, on April 13, 2019, SITE personnel observed the excavation of four test pits on the referenced property. Soil samples were gathered and submitted for laboratory analysis. Based on the observed and reported conditions and compliance with the recommendations provided herein, the referenced lot is acceptable for construction of the planned development for multi-family structures. The planned buildings can be constructed using standard construction methods. Conventional strip foundations with slab on grade floors or a conventional crawlspace are acceptable. Foundations can be designed to exert bearing pressures of up to 1500 psf on the existing soils or upon approved structural fill. Based upon this bearing pressure and the recommendations of this report being followed, we anticipate total settlements of less than one inch, with differential settlements less than half of this value. If these values are unacceptable, please contact SITE for additional recommendations. Recommendations are also included herein for design of the proposed development. We appreciate this opportunity to be of service. Please contact our office if additional information or services are required. Respectfully submitted, Bob J. Arnold, PE SITE Consulting, NAL FN QO�� STE, 4 B�etF �F d, pR v a Geotechnicel Services/Soil Testing&Inspection Services ZS E Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 LTiG� LLC GEOTECHNICAL RECOMMENDATION REPORT Goddard Creek Townhomes 2780 West McMillan Road - Meridian, Idaho PURPOSE AND SCOPE This report presents the results of a Geotechnical Evaluation performed for a proposed multi-family residential development to be constructed on a single parcel located on the north side of West McMillan Road, south side of Selway Rapids Way, and west side of Goddard Creek Drive in Meridian, Idaho. As per the client supplied Conceptual Plan, access to the property will be gained from two locations along Selway Rapids Lane. Parcel information from the Ada County Assessor's website is as follows: I I # I Ada Count _#___1 Address Acres 1 R 3182130041 2780 West McMillan Road 4.62 The field investigation included subsurface exploration by means of a rubber tire mounted backhoe operated by an independent contractor. During excavation of the test pits, logs were generated, and soil samples were gathered. Soil samples were returned to our in-house soil laboratory for testing. After the field investigation and laboratory testing was completed, all available field and laboratory test data was reviewed, the provided design information was evaluated, and this report was prepared. This report summarizes our findings and recommendations regarding the geotechnical aspects of the project. AUTHORIZATION Email authorization to proceed with this geotechnical investigation was received on April 15, 2019 from the client. Authorization to proceed and the use of the recommendations provided herein indicate the client's acceptance of the scope of work, warranty, limitations, and general conditions provided herein and within the submitted proposal. N a Geotechnical Services/soil Testing&Inspection services SS SITE E Post Office Box 190537 - Boise, Idaho 83719 ZC/O/NSULTING.. ! ! site.consulting.idaho@gmaii.com - 208-440-6276 LLC RESEARCH & BACKGROUND GENERAL There were no homes or outbuildings on the subject property at the time of our field investigation. Historical aerial photos available on Google Earth reveal no former building structures or improvements to the property but did reveal the property was previously covered with rows of trees. It is assumed it was nursery or orchard in the early 2000. Since then, the property appeared to have been used as pastureland. FIELD INVESTIGATION 4 Four test pits were advanced to depths of approximately ten to eleven feet below the existing ground surface. Sloughing soils prevented deeper exploration. During excavation, samples were recovered from the spoil piles as excavation was performed. These samples were sealed in plastic bags, labeled, and returned to the laboratory for evaluation and analysis. In the laboratory, sieve analysis, moisture content, and Liquid Limit, Plastic Limit and Plasticity Index testing were performed on selected samples. Tests were performed in general accordance with the cited ASTM test methods. All test results are included in the Test Pit Logs located in the Appendix. OBSERVED CONDITIONS All four test pits were similar with approximately five to six feet of sandy lean clay or sandy silt that grades to silty sand atop the deeper Whitney Terrace sand and gravel soils. Gravel and sand were contacted at five to six feet deep in all test pits. These sand and gravel materials were clean (free draining) by seven feet deep. Groundwater was encountered in all four both test pits at ten feet deep when excavated on April 13, 2019. Groundwater has since risen to eight feet deep. m Geotechnical Services/Soll Testing&Inspection Services 51 T E Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 ZCQNSULTING, LLC Since groundwater is critical to civil design, the Idaho Department of Water Resources website provided the four well logs included in the Appendix. These logs indicate the static groundwater on the subject site is 10 feet deep. In a well southwest of the subject property the static water level is reported as six feet deep and in two wells just east of the property the static water level is 12 & 13 feet deep. Monitoring wells were installed in all four test pits. Monthly readings will continue until design is approved for construction. GROUNDWATER DATE TABLE TP # #1 #2 #3 #4 Hub Elevation Casing Height 3.0 3.0 3.0 3.0 Casinq Elevation Installed 4/13/2019 GW Elevation -10.0 -10.0 -10.0 -10.0 4/23/2019 KA 11 .0 11 .5 11 .5 11 .6 GW Elevation -8.0 -8.5 -8.5 -8.6 5/16/2019 BA 11 .1 11 .3 11.3 11.7 GW Elevation -8.1 1 -8.3 1 -8.3 1 -8.7 d- v Geotechnica/Services/Soil Testing&inspection Services SSITE Post Office Box 190537 - Boise,Idaho 83719 1 site.consulting.idaho@gmail.com - 208-440-6276 COsLT 1T DESIGN & CONSTRUCTION RECOMMENDATIONS General Earthwork All native soils that are free of organic matter and expansive clays can be used as fill After proper grubbing, the native lean silty sand or sandy silt, soils can be utilized as structural fill to fill building pads or street section subgrade . Removal of the majority of the organic materials will require grubbing of 4-6 inches of surface soils. This is required in all areas to receive structural fill. Deeper excavation may be required along irrigation ditches and where large trees and soft wet areas are present. The depth of grubbing is to be confirmed during construction to ensure that organic materials are properly removed from beneath future pavements and structural fills. Inspection by the project geotechnical engineer should confirm that all organic material and demolition debris is removed. Inspection must confirm complete removal of previously demolished structures including slab on grade floors. Rutting caused by the contactor using rubber-tired equipment on a wet subgrade can be i expected and should be repaired at contractor expense. This information is to be E supplied to earthwork contractors prior to construction. Structural fills less than three feet deep are to be compacted to 95 % of the maximum dry density by ASTM D698, Standard Proctor. For deeper fills, such as ditch backfill, basement backfill, and fill intended to contain rerouted irrigation canals, ditches, or storm water runoff, fill materials are to be compacted to 100 % of the Standard Proctor maximum dry density. If structural fill is to be placed on the building pads, the fill is to E` extend laterally outside foundations a distance equal to the depth of structural fill. Compaction testing of all structural fill is required. Visual inspection is also required to confirm stability and the lack of soft, deflecting, or rutting areas. Fill can pass compaction tests and still be rejected if it fails visual inspection. Ln a Geotechnica/Services/Soil Testing&Inspection Serv/ces SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 ZCC)I :SULTING, LLC Excavations Shallow excavations and trenches that do not exceed four feet in depth may be constructed with side slopes approaching vertical. The ability of soils to maintain a vertical or near vertical slope over any extended period can be quite variable. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state, and federal requirements. r Pavement Section It is assumed that an R-Value of greater than R=20, would be obtained if the native surface soils were tested. Pavement sections have been calculated based upon an R- Value of R=20 and Traffic Index of TI=6. The results are shown in the table below. Materials meeting the requirements of ISPWC & /or ACHD are required for all work within this project. For this project, it is recommended that the subgrade be inspected (proof-rolled) prior to the placement of subbase materials. HMA 2.5" %"Base 4.0" Subbase 10.0" Subgrade Inspected Storm Water Free draining sand and gravel material were present at seven feet deep in all test pits. Based upon free draining conditions, a percolation rate of P=8 in/hr. is to be assumed for design of facilities that extend seven feet below the existing ground surface. Over excavation and backfilling with free draining materials may be required. Confirmation of perc rate and clearance above groundwater at the time of construction by field testing is recommended. v aA cL a Geotechnical Services/Soil Testing A Inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmaii.com - 208440-6276 CONSULTING, LLC Building Foundation System The proposed multi-family residential structures may be supported on conventional, continuous, and isolated pad foundations founded upon the native soils or upon structural fill extending to these soils. Based upon proper placement and compaction of structural fill, bearing pressures of up to 1500 psf are allowed for foundations founded on the native soils or upon properly placed and compacted structural fill. Either crawlspaces or slab on grade floors are acceptable but slab on grade floors will eliminate the possibility of water accumulating in crawlspaces. Basements are not allowed without a lot/ building specific geotechnical evaluation. If clay soil, wet soil, or deflecting soil is present at the foundation support elevation a geotechnical engineer should be retained for site specific recommendations. Foundation drains are required within this development. Roof runoff is not to route through foundation drains. Foundation embedment depth is to be at least 24 inches below outside adjacent grade. Foundations that are outside crawlspaces are to be sealed / waterproofed with brush or spray on foundation mastic. Slab on Grade Concrete Care must be taken so that all excavations below both interior and exterior slab on grade concrete are properly backfilled in accordance with the structural fill recommendations. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Testing is to confirm that compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Any fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill. Concrete pavements should be placed atop a mat of at least six inches of granular structural fill materials. Mat material should all pass a 3/4-inch sieve and should contain less than seven percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. U0 a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmaiLcom - 208-440-6276 CONSULTING, LLC Underground Utilities It is not anticipated that large excavators or small backhoes will experience any difficulties excavating the onsite materials encountered on the property. No bedrock formation was encountered on the subject property. Well logs from IDWR indicate the high static water level may be as high as six feet below the existing ground surface. Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. For mass filling, field nuclear moisture - density testing shall be performed on each lift of compacted fill, one each filled residential lot or building pad. Trench backfill and right of ways are to be tested to ACHD and / or ISPWC requirements. It is noted that structural fill can pass compaction tests and still be unacceptable if pumping, rutting, or deflecting under vehicle or foot traffic. Contractor Inspections This report has been prepared with the intent to provide specific design information to the developer and the civil engineering consultant. It is not intended to act as any contractors "Due Diligence" or subsurface inspection prior to estimating construction costs or actual construction. Contractors may use the onsite monitoring wells to assess the groundwater prior to proposing on or beginning construction. Wells are to be protected during construction and can only be removed with permission from the client and SITE. General Comments After the plans and specifications for construction are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit 00 a Geotechnical Services/soil Testing&Inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC supplementary recommendations. This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed. Testing and inspection services are recommended herein. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper demolition, subgrade grubbing, subgrade stability, and proper placement and compaction of fills. Any deviations from the herein described subsurface conditions must be brought to the attention of this consultant. This report has been prepared for the exclusive use of the client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified. Client may duplicate this report as needed or additional copies will be f provided upon proper client authorization. i 4 I i Appendix Follows E I' II i 0) n) on a Qeotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 C NSU Lei , LLC APPENDIX Preliminary Plat Aerial Photo Test Pit Logs (4) Soil Log Legend Abbreviations and Acronyms Adjacent Well Logs (4) f 0 v a Geotechnicai Services/Soil Testing&inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC PRELIMINARY PLAT YICSY 1ASAR CRttK ORAE �� 'r.�l �� f�► lff '---�•-M f1+3 U lyq yf i'�N rQ - � wlYr '4Sfr PPl �� ar I au v ri y nui lfa - 1 icy Lry4 c ni�y rti• I�O1 Np1Y lli� '- _..off_. -' � � " _ .r.fJ✓ f�P� h s BEST M_i4R CRCEK LOOP _ ill-- - •' / RY' _ r � by fi l f1 19 1 ,�- f.. Cif ffl� er ,a qN Y. r fro %MT YCNUM RCaD - Supplied by client m Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 CONSULTING, LLC AERIAL PHOTO : . . P-� P-� ``llt!l1C4if ° r 2780 West McMillan Road - Meridian, Idaho from landprodata.com N r-i v en ro a Geotechnicel Services/Soil Testing&inspection Services S[T E Post Office Box 190537 - Boise,Idaho 83719 1 site.consulting.idaho@gmail.com - 208-440.6276 05LTIia, LLc TEST PIT LOG Test Pit: TP-1 File#: 19213-A Client: Leavitt&Associates Date Excavated: 04/18/19 Project: Goddard Creek Excavated By: Wood Brothers Location: NW Corner Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 1/2" 1 3/8" 1 #4 #10 #40 #100 I #200 %M LL PI 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone/Organic Layer 6-8" 1.0-3.0 Brown/Tan,Moist Firm,Sandy,Silt ML 2.0 100 99 88 65 53.8 20.0 NP NP 3.0-5.0 Red Moist Firm Silty,Sand SM 4.0 100 97 88 80 50 27 18.8 13.3 NP NP 5.0-10.0 Red Moist Firm Sand Gravel Cobble Bottom of Excavation 10.0 Ground Water Encountered @ 10.0 Monitoring Well Installed i TEST PIT LOG Test Pit: TP-2 File#: 19213-A Client: Leavitt&Associates Date Excavated: 04/18/19 Project: Goddard Creek Excavated By: Wood Brothers Location: SW Corner Logged By: J.Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" -3/8" #4 #10 #40 #100 #200 %M LL PI 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone/Organic Layer 6.8" 1.0-6.0 Brown/Tan Moist,Firm Sand Gravel Slit 6.0-10.0 Red Moist Firm Sand Gravel Cobble Bottom of Excavation 10.0 Ground Water Encountered @ 10.0 Monitoring Well installed I S m M a Geotechn/cal Services/Soil Testing&Inspection Services Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 ZCON2SULTING.. CLC TEST PIT LOG Test Pit: TP-3 File#: 19213-A Client: Leavitt&Associates Date Excavated: 04/18/19 Project: Goddard Creek Excavated By: Wood Brothers Location: SE Corner Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1'.0" 314" 1 1/2" 1 3/8" 1 #4 #10 1 #40 ' #100 #200 %M ` LL 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone/Organic Layer 6-8" 1.0-4.0 Brown/Red,Moist,Firm,Sand,Gravel Silt 4.0-6.0 Brown/Tan Moist Firm Cemented,Sand,Clay,Silt s 6.0-10.0 Brown/Red Moist Firm Sand Gravel Cobble Bottom of Excavation 10.0 Ground Water Encountered @ 10.0 Monitoring Well Installed TEST PIT LOG Test Pit: TP-4 File#: 19213-A Client: Leavitt&Associates Date Excavated: 04/18/19 Project: Goddard Creek Excavated By: Wood Brothers Location: NE Corner Logged By: J.Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4 #10 #40 #100 #200 )1 %M I LL 0.0-1.0 Brown,Moist,Firm,Sand,Clay,Silt With Root Zone/Organic Layer 6-8" 1.0-3.0 Brown Moist,Firm Sand Lean Clay CL 2.0 100 99 94 86 77.6 24.6 33 13 3.0-5.0 Brown/Tan Moist Firm SII!X,SandISM) 4.0 1 1 100 89 66 45 32.9 22.2 NP NP 5.0-10.0 Brown/Red Moist Firm Sand Gravel,Cobble Bottom of Excavation 10.0 Ground Water Encountered @ 10.0 Monitoring Well installed r-I v on co a Geotechnical Services/Soil Testing&inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 G site.consulting.idaho@gmaii.com - 208-440-6276 CONSULTING, LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES MAJOR DIVISIONS TYPICAL DESCRIPTIONS COARSE GRAVEL& <5%-#200 GW ell- raded gravel,gravel-sand mixture little or no fines. GRAINED GRAVELLY GP Poorly graded gravel,gravel sand mixture,little or no SOILS SOILS fines 50%-#200 50%-#4 5-12%4200 GM lilty lty gravel,gravel-sand-silt mixtures 12%-#200 GC ayey gravel,gravel-sand-clay mixtures i AND&SANDY <5%-#200 SWell-graded sand,gravelly sand,little or no fines. OILS SP oorly graded sand,gravelly sand,little or no fines 50%-#4 12%-#200 SM sand,sand-silt mixtures SC Clayey sand,sand-clay mixtures FINE SILTS AND INORGANIC ML Inorganic silt and very fine sand,rock flour,silty or GRAINED CLAYS la a fine sand or clayey silt with slight plasticity SOILS LL<50% CL Lean clay-low to medium plasticity,gravelly clay,sandy 50%-#200 clay,silty clay ORGANIC OL Organic silt and organic silty clay of low plasticity SILTS AND INORGANIC MH Elastic silt,micaceous or diatomaceous fine sand or silty CLAYS soil. LL>50% CH Fat cla -high Elasticity ORGANIC OH rganic clay-mod.or high plasticity:organic silt HIGHLY ORGANIC SOILS I PT jPeat,humus,swamp soil with high or anic content ABBREVIATIONS AND ACRONYMS STM American Society for Testing and Materials IBC International Building Code ISPWC Idaho Standard for Public Works Construction IDWR Idaho Department of Water Resources NP Non-Plastic PCC Portland Cement Concrete P Test Pit USCS Unified Soil Classification System pcf Pounds per Cubic Foot psf Pounds per Square Foot sf Tons per Square Foot psf/f jPounds per Square Foot/ Foot Ln CU C Geotechnical Services/Soll Testing&Inspection Services S1 T E Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-"0-6276 CC►NSULTING, LLC Adjacent Well Logs Form 23g-� STATE OF IDAHO USE TYPEWRITER OR 9/02. DEPARTMENT OF WATER RESOURCES OALLPOIN7 PEN WELL DRILLER'S REPORT State Im rMites that thD report be filed with the Okector.Department of Water Resources within 30 days alter the c«npletfon or abandonment of the well. t.WELL OWNER 7.WATER LEVEL Name _ � 5uttc wsiw level feet below laml s«lace. — /Q Flowing? U Ya o Add— W/ v(/ Artedanclos+d I-prM � Ds.i. /1'�a2A G i Conudld M: ❑Vane 0 cep ❑Plug Owner'. No. — Trmp.rawra oF. OuditV dle•ia arlewnwlerne[raluH rsnel Mrw. S 2.NATU F WORK S.WELL TEST DATA OF ew wall Cl Deepened ❑Replacement ❑Pmnp ❑eeliw ❑Air O other C aay ❑Abandoned(describe eberulcm ent Woe duree such as Oft" dIJA Lnw1 t/owa Punpd Y.i�3lL� notarial.,plug geprh0,ate.In Wholegic log) 0 3.PROPOSED USE B'6omrtic ❑Irriytlon ❑Test O Muddpal 9.LITHOLOGIC LOG 103595 p Industrial 0 5tock ❑Waste Disposal nr Injeconn Bore Do ih Warta ClOther (rpecily tyi-I Diarrr.From To MatwW Y No 4.METHOD DRILLED S [I RotW CYAir ❑Hydraulic ❑Rave try 36 0 cable ❑Dug ❑Other S.WELL CONSTRUCTION Caring idraduN:11 St.6 0 Concrete OOthr TMdprr mamsrr F To _ Ineha_(F_ IKhes. natfrt _ inches h hos _fast_fest _ In her Inches Mt__fart Inchw _Inches V fast__fast ~ W w eating drive shoe ured? D-ra 0 Now Dap@nmart of Ws'u eswrra Was.pecker or sot used? 0 Yes B'No - ytomm et Iflq Derf..led? ❑Yes W How perloratd? ❑Factory 0 KnHa 0 Torch Sire of part«atfn_ tithestM Inches Neraer From TO perforations Zees__.(atii yyC perforations fee ( E part«atlom last — � wen sorasn innand? a Yn B�FIo MrallseWrer'srtanrs TVpa Model No. —� Diameter_Blest elze_Set from_last to Iset Dfamster_Slot :_ am,fast to_last G,Wel Picked? Oyes B?lo OSluof greed Placed from fast to fast Su,feea sW dpth_Mau' us�d In aesd: O Ce ndelt lFwl 0 B.monha Iingdry O Sealing Wmadur.used: 0 SI«ry pit O Tamp•turfaeeesaing ❑ n.to rW depth Ahdrpd of pining casing:O Threaded aided❑S.W.' - part Wald ❑Cemntd behyasrr strau Dacr'ibe access port _ _ 10. Work strict Inishd S.LOCATION OF WELL it. DRILLERS CERTIFICATION �L Sketch map location must agree with warI?ten locedon. I/W.certify that ell minimum well c«ntruction strdrds were N ■��1n�� complied with m the time the rig war rwnwsd• SutMivis7on 1 __ __ l-� r•sLL/ Firm Name ��c� f6>atiF{rm No.� W E JUN 22�g1— Addreae �£— . ✓✓✓�bau 1� .... ..... 0bek No. Slprr d by(Firm Offtciel) S k... and r C-Irty (Operator) USE ADDITIONAL WEFTS IF NECESSARY—FORWARD THE WHITE COPY TO THE DEPARTMENT W tt t6 n. Geotechn/cal Services/Sol/Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC ..0,Idaho Sfi Jf, Department Of Water Resources u�� State law r.a,iro mat W E�,�.�R44 with the Direct.,LLER'S RDEPO+R of WOW 3.ewate$.it �lo15 left Mvt Htv the eomprtlon or abrdomm~nt olof tfvwtl'. Pa @ ra 1.WELL OW/NEERR 7.WATER LEVEL 6 t Nont__ Static wet<r Iwd_/0_fan below l".Macs SL):Q�L� --FltYipp Flowing) O Vas @rNo O.P.M. PcTaP��(Lz Adar,s A 140 (y Ian/y/L AN Tempernura_F. Gu`nty Artnian domd-in Wawn (>•al M owner's Pwmit N0. li 3 " 54 I _ Controlled by ❑vwa ❑Cap ❑PI.3 2 NATURE OF WORK 8.WELL TEST DATA g a/nl°l6� �iw welt ❑Datpaned ❑Reprctment ❑Pump O -if. ❑Other Al DbdwerDJAI. Drew Dew=— w��J ❑AbarAond Idecrib.method of eWrMonirgl 3.PROPOSED USE c. ❑Daa.tlit M'VH@Mim O- ❑00-bl"db h* A LITHOLOOIC LOG Death,❑Neccyd O lneaehid ❑3bd ❑wnr DItpWN OfD- Frew T. WrY V.I Ne ktl•cro. 4.METHOD DRILLED �� o G? v f4'r'+ble O Roiory ❑Dry ❑Other / 6 ' LAM JfryF'C S 4 / S 6 S.WELL fpNSTRUCTION / i`1 / c v Diametn of hole irrltee Total depth 15 fear 1 6A A. C lq rhedulr. 0-j" ❑Concrete It O G. Tin Arr 01—' frwn Ta (2 Q _ h f^ 0.�0 inch..II.inch.t__L feet J1.P-I..r ham, feet _Irt --mehet {r lees leer _feet kche'a�IrchR 1Nt __lest inch, 'nhaa fen _lest m Nye azy drive rw.-W 7 6'`, 13 No Wet•packr w sW usd7 O Y. M-WO 0 NO How wfatsted) t�twy ❑Knife ❑Torch size of perlwn{on ithhasby-9—inthe Nwryw faew To perforations 10 fen fart (./_t 4 perfornbna 6,17_feet if fe.t Perforations fart fen 1';d1 acres,katallad) ❑Var O No hWtufacurra a name Type Model No. .1-1.—5t.,tic.—Set— fan to—feet u—ter_Slot Nze_Set from__fan to�_,� fart Gtnol pecked? eryw ❑No 511a of Wwd t 3� •—•• Placed from /a feet to Srleae era death Mehow na4 r Net ♦ Plea O PdarAS allq Cl wall MR.ar S.+q p—el re-d ❑f"14 11 SOON aartrte,+•3 0 umbers is ad dodr 10. S.LOCATION OF WELL Work nytedl,/s ems, flnieMd y�/S 77 Sk..h map 1—t{.n mwt agree with written i.catlns N j IL R3RE1fA0 OW WEI Firer Na 314 flab&.-tkna w r a Aataw sTln. .aai. twrl��.M�L—rZl ,,,1,,. __!_. ale— La la__EttA Ir j sew a(rem offlHr) F ad county A A A �► ) .f.n�_ /� - E><.G�'K Se- G .T. L_NfR R. UW USE ADDITIONAL SHEETS IF NECUURV FORWARD THE WHITE WX TOTHE DEPARTMENT I OD r6 a. Geoteehnical Services/Soil Testing 81 Inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC rr�L%L-IVED AUG ?4 1999 odKeuseady Form 238.7 IDAHO DEPARTMENT O�R RESOUItC-;S Inspected by -- T%p_Rg0__ ---- 39u9r WELL DRILLF. I` If aaas 1/4_I/4_—_1/4 b3 °l 1.DRILLING PERMIT NO. 9--o 0.578-000 11.WELL TESTS: Other IDWR No.D0009904 —— --- Pnml Railer Air Fbwin Artesian [b 2.OWNER: 5' THe Name Kelly Fuller Address 2350 W McMillan Rd � —City Meridian State ID Zip 83647 W&W Tamp, lie loin hole tmmp. 3.LOCATION OF WELL by legal description: Wale Quality tat or mumeds: Skach map location ant sgtm with written location Depth rust Water FilcouNerrd 10' N 1t LrMOLOGIC LOU.(D r }Aj-qF abandonment) 'I'wp.M1 North ® or South ❑ Water w E Rge. East ❑ or West N Oaa Frvu To Rrm■rlocl.lt6.l.as,W.1—Q-.ltyt:Te-p. Y N Sec. 26 ��/4 SSW�114 SSE1/4 IU" 0' 2' fillrmtmal l0" 2'In I 4' brown t soil Gov't lot County Ada IV; 4' 7- b mm s clay S 101 6' 10' brown sand k gm'd Lat: Long: to- to, Ig' hman sud dt gravel Address RWell Site 2350 W McMllan 6. P120' man s pave City Meridian 6 30' man sandy ny 6 2 mesa c ey Lt. Iilk. Sub.Name 6" 88' bmwn sand%/clay strips 0 roanc sy% mps 4.USE: " 130 brown Sand N Domestic ❑Municipal ❑Monitor ❑loigation I 132' brown day ❑Thermal ❑Injection ❑Other S.TYPE OF WORK check all that apply (Raplacemmt etc.) 0 New Well❑Modify❑Abandonment❑Other 6.DRILL METHOD N Air Rotary❑Cable❑Mud Rotary❑Other _ FtEeEIVEB 7.SEALING PROCEDURES E 'I. : PACK AMOUNI I ME1I10 hwe'u] Frorn To Sect Q Rwnis llentonile A' IR, is WEsTEM OENON Wes drive sboa used?®Y❑N Slap Depth(s) was drive shoe seal tested?❑Y H N How? '4G - C-8 him Wddcd Thredal ❑ ❑ ❑ ❑ r.. Length of Readpipc 12' Length of Tailpipe Completed Depth: 132 OMeasurablo) 9.PERFORATIONS/SCREENS Dale:Started Cmpletd7/23/99 ❑ Perforatiuns Method ll"sh m 13. )RILLEWS CERTIFICATION t*Saays Sacco Type UWe certify that ell minimum wv:0 comouKtiot standards were Frwr To sa s' ba 1 1)ia 1 c I. ca"+Plied with at the time the rig%as remorod. 120' 130' .U16 5" StS ❑ ❑ SOS Weud.:Illnat4 PumpFirm No.212 Firm Nape- Co- Firm ODLcial Dale 10.STATIC WATER LEVEL OR ARTESIAN Supmisor or Operator Date PRESSURE: (Sym mce it 80paata) 110 below grand Artesian Preserve 16 Depth flow enuarotcred 0. Describe access port or cortns4 Dal.:Dal1N99 Time 5:10 PM deices: 00 l—1 tD hU to d Geotechnicel Services/Soil Test/ng&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC 19-7 01 S a 70)3 3 S Ottioc Use Only rorm 238-7 IDAHO DEPARNMENT OF WATER RESOURCES nsptxicdby,__^Sao- 3195L96 WELL DRILLER'S REPORT p v4_�v4_ee ll4 ILL Loag 1,DRILLING PERMIT NO. 11.WELL TESTS: Other IDWR No.D0019418 ——— rTnt!ir;] m i 2.OWNER: Name Randy Calkins Address P O Box 99 City Meridian Slate ID Zip 83680 Water Temp. Bottom bole temp. i 3.LOCATION OF WELL by legal deseriptlon: Water Quality test Of comments; Sketch Trust,locution muss ag-c with wriunt loadim Depth first Ware,Enaxmtcred 11 N 12.LITHOLOGIC LOG:(Describe rep■in or abudo■mr■1) Twp.4 North or South ❑ w■ter( p1 W E Rge. I East [] or West Bore hum l'a Rroarks:I3lYoloey,Water(2p1lly!('reop. N Sec. 26 SE 1/4 SW 1/4 SE 1/4 ,M-- -tom rm-_, 12 0 2 BROWNTOPSOII. E' 12 2 9 DROWN CLAY Gov't la County ADA 12 9 11 BROWN SAND&GRAVEL Lat: Long__ 10 11 19 BROWN SAND&GRAVEL F. Address of Well Site 2350 McM1LLAN 6 19 28 BROWN SAND&GRAVEL City MERIDIAN 6 28 40 BROWNCI.AY HA n amee ro alad�— 40 ROWNSA D Lt. Blk. Sub.Nano 6 6 68 BRO CLAY 6 68 75 BROWN SAND (DIRTY) 4.USE: 6 7 BO EBSTICKZYCAY ® Domestic ❑Municipal ❑ Maribor ❑ Irrigttlon 6 80 90 TY) ❑ Thermal [I Injection ❑Odwr 6 90 95 5.TYPE OF WORK click all that apply (Repluccmenl cle.) 6 95 112 IRTY) ®New Well❑Modify❑AMndonmem❑O(her 6 112 125 Y 6.DRILL METHOD 6 5 140 BROWN&WHITE SAND 0 Air Rotary❑(able❑Mud Rotary❑Other 7.SEALING PROCEDURES 7R PAC AMOUNIMETHOD ALteriil From To Sarl:sar Pauodo Was drive shoe used?®Y ❑N Shoe Ikplh(s)120 _ Was drive shoe seal tested?❑ Y®N How? asna 1.vrn WaWad Tlreadd ❑ ❑ ❑ ❑ Lengthnt'lleadpipc12'low LeagthofTailpipe Completed Depth' Izy (Measurable) 9.PERFORATIONS/SCREF.NS Corn letol 12 ❑ Perforations Method Nate:StangI n)tt1(J0� N Screens Screen Type lelescooina 13.DRILLER'S CERTIFICATION VWe certify that all minimum well construction stmdards`vac From Tu Ia S- —W Uisrod ALt (' Lmrr canplied with at the time the rig was removed 126 136 .016 5' STSf O d Firm Nam' w uA'Ilion k P�myn Co _ Fimt No.21.2__ i it ❑ ❑ �, z ,�s F'Irm ORicitd�- r+'�`— Date 10.STATIC WATER LEVEL OR ARTESIAN PRESSURE: Supervisor tr Opentor Dole ILL.jxImv ground Artesian Pressure lb (Sign o■ce irFirm Otrtrisl k oper"W) Depth flow encountered_ R. Describe acros"or oontrO devices: Dste:212IN2 Ti=352 PM NOTHING FOLLOWS to M m a Geotechnical Services/Soil Testing 8r inspection Services