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Application
Charlene Way From:clerk@meridiancity.org Sent:Thursday, June 17, 2021 8:16 AM To:Charlene Way Subject:Development Application Transmittals - Briar Ridge Subdivision MDA, PP, RZ H-2021--0036 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Briar Ridge Subdivision MDA, PP, RZ H-2021-0036 Hearing Date: August 5th 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 Hearing Date: August 5, 2021 Planner: Joseph Dodson File No.: H-2021-0036 Project Name: Briar Ridge Subdivision Request: Rezone a total of 40.99 acres of land from the R-4 zoning district to the TN-R zoning district (Traditional Neighborhood Residential); Preliminary Plat consisting of 227 residential building lots and 47 common lots on 38.86 acres of land; and Modification to the existing development agreement (Inst. #2016-007070), as required by the existing development agreement provisions, for the purpose of updating the development plan and to redevelop the subject property to incorporate the proposed preliminary plat, by Gem State Planning. Location: The site is located on the west side of Meridian Road between W. Lake Hazel Road and W. Amity Road, directly south of the mid-mile point, in the NE ¼ of the SE ¼ of Section 36, Township 3N., Range 1W. Planning Division E IDIA �1�T.-----' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0036 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: JANE SUGGS, GEM STATE PLANNING Phone: Applicant address: 9840 W. OVERLAND ROAD, SUITE 120, BOISE, ID 83709 Email: Jane@gemstateplanning.com Owner name: Phone: Fax: Owner address: Email: Agent name(e.g.architect,engineer,developer,representative): JANE SUGGS Firmname: GEM STATE PLANNING Phone: Fax: Address: 9840 W. OVERLAND ROAD, SUITE 120 Email: jane@gemstateplanning.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): S1236417204 Township,range,section: 3N 1 W36 Project Description Project/Application Name: Briar Ridge Subdivision - MDA, PP, RZ Rezone of 40.99 acres of land from R-4 to the TN-R (Traditional Neighborhood Residential)zoning district; a Description of work: Preliminary Plat consisting of 227 building lots and 40 common lots on 38.86 acres; and a Development Agreement Modification to update the concept plan per the existing requirements outlined in the DA provisions from the South Meridian Annexation (2015). 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 Is this application exempt from fees?: No Development Agreement Modification-MDA: CHECKED Preliminary Plat-PP: CHECKED Rezone-RZ: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0259 TYPE OF USE PROPOSED Single-Family Detached: CHECKED Townhouse: CHECKED PROPERTY INFORMATION General Location: Hwy 69, betw. Amity and Lake Hazel Current Land Use: County Ag Total Acreage: Plat- 38.86; AZ -40.99 Prior Approvals(File Numbers): H-2015-0019 Traffic Study Required per ACHD: Yes Has a traffic study been accepted by ACHD: Yes ZONING DISTRICT(S) R-4: CHECKED FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage-Medium Density Res: approx 19 acres Medium-High Density Residential: CHECKED Acreage-Medium-High Density Res: approx 19 acres PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 04/07/21 Landscape Plan Date(MM/DD/YYYY): 03/10/21 Elevations Date(MMIDD/YYYY): 5/5/21 Percentage of Site Devoted to Building: 51% Percentage of Site Devoted to Landscaping: 20% Percentage of Site Devoted to Paving: 29% Who will own and Maintain the Pressurized Irrigation System in this Development: Briar Ridge HOA Irrigation District: Boise Project Primary Irrigation Source: McBirney Lateral Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 0 Proposed Building Height: 40 Number of Residential Units: 227 Minimum Square Footage of Living Area(Excluding Garage): 1400 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 Gross Density: 5.8 du/acre Net Density: 11.3 du/acre What was the date of your pre-application meeting?: 04/14/2021 What was the date of your neighborhood meeting?: 04/21/2021 In Reclaimed Water Buffer: No PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: AZ/RZ ONLY TN-R: CHECKED Acreage-TN-R: 38.86 PLATS ONLY Number of Building Lots: 227 Number of Common Lots: 47 Total Number of Lots: 274 Minimum Lot Size: 2082 Average Lot Size: 3833 Area of Plat: 38.86 Plat Date(MM/DD/YYYY): 04/07/21 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Collector Street Buffer(s): CHECKED Arterial Street Buffer(s): CHECKED Other Qualified Open Space: Path along Hwy 69 Acres of Qualified Open Space: 4.52 acres Percentage of Qualified Open Space: 1 1.8% QUALIFYING SITE AMENITIES Picnic Area: CHECKED Children's Play Structure: CHECKED Walking Trails: CHECKED TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Jane Suggs MISC Is new record: Y 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Gem State Planning, LLC May 5, 2021 Mr. Caleb Hood, Planning Division Manager Mr. Joe Dodson, Associate City Planner City of Meridian 33 E. Broadway Ave., Suite 102 Meridian, Idaho 83642 Subject: Briar Ridge Subdivision Applications for Rezone, Development Agreement Modification & Preliminary Plat Dear Mr. Hood and Mr. Dodson: On behalf of Challenger Development, please accept the attached applications for the development of the Briar Ridge Subdivision, located on the west side of Meridian Road/Hwy 69, between Amity Road to the north and Lake Hazel Road to the south (3N, 1W, Section 36). Briar Ridge Subdivision will include 123 detached single family homes and 104 attached townhomes (227 total dwelling units) on 38.86 acres, for a density of 5.8 du/acre. History The 2 parcels that comprise Briar Ridge were annexed into the City of Meridian in 2015, as part of the annexation of large number of properties in the area. The Briar Ridge parcels were annexed with a Development Agreement (DA) and a R-4 (Medium-Low Density Residential) zoning designation; and with an expectation that future development of the parcels would follow the Meridian ordinances and Comprehensive Plan at the time of development. Development would require the DA to be modified with an amendment. Rezone The current Meridian Comprehensive Plan designates the northern half of the property to be Medium Density Residential (3-8 du/acre) and the southern half to be Medium-High Residential (8-12 du/acre). After many discussions with City staff and with the recognition of our traditional gridded streets and mix of lot/housing types, we are requesting to rezone the property to TN-R or Traditional Neighborhood Residential district. This zoning designation provides "a variety of residential land uses including attached and detached single-family residential, duplex, townhouse, and multifamily". This zone promotes open space and pedestrian activity with attractive streetscapes. The UDC notes a minimum density of 6 du/acre. Our proposed density of 5.8 du/acre is very close and can be rounded up per the Comprehensive Plan allowance. The TN-R district is appropriate, not only because of the mix of housing types or the design, but also because of the location of the development adjacent to Hwy 69—a potential transit corridor, and due to the commercially zoned (C-G) property to the south. 9839 W. Cable Car Street, Suite 101, Boise, Idaho 83709 The time is right for this property to be developed. The Prevail Subdivision, located to the northeast, was approved by the City of Meridian in 2020 and is currently under construction. Shafer View Terrace,just across Hwy 69 from Briar Ridge is currently being considered for development by the Meridian City Council. Apex Subdivision, approved by the City of Meridian in 2020, clearly establishes this southeast area of Meridian to be appropriate for development. Preliminary Plat As noted previously, there are 123 single family detached home lots planned for the north and western portions of the development. Thirty two (32) of the 123 detached home lots are alley loaded (26%). The 104 attached townhome lots are in the southern portion of the property, next to the Hwy 69 and the neighboring commercially zoned property. The townhome lots are all served by alleys. The townhomes on Block 17 and Block 18 will face green space ("mews") instead of a street. We have also added additional parking spaces within the townhome blocks. The parking spaces are accessed via the alleys. The townhome blocks include mid-block pathways. All lots in Briar Ridge will meet the dimensional standards for the TN-R zone (UDC 11-2D-6). Landscaping, Open Space and Amenities Landscaping is an integral part of Briar Ridge. Over 20% of the development is common area and the useable open space is 4.52 acres or 11.8% of the site. We have included an open space exhibit with our application. Briar Ridge streets have detached sidewalks that allow an 8' wide planting strip for street trees. A 2-acre park will serve all residents and will include a playground and picnic shelter; plus, over an acre of lawn for open play. We have also included gazebos/pergolas on Blocks 17 and 18, as convenient gathering spaces for townhome residents. A tree lined buffer runs along W. Quartz Creek Street, a mid-mile collector street. And a 10' wide pathway and noise wall will be constructed along the Hwy 69 frontage. That 10' pathway will continue into Briar Ridge Subdivision and connect to the neighborhood park. This pathway follows the route of the McBirney Lateral that is being enclosed in pipe. Streets and Utilities Most internal streets will be constructed to meet ACHD standards and will be 33' wide b/c-b/c in a 47' right of way. Since W. Celestine Ave. has houses on only one side, the street will be constructed with 28' b/c-b/c in a 42' right of way. W. Quartz Creek Street will be constructed as of a collector, plus 12' of pavement. W. Howlite Street will be constructed along the south 9839 W. Cable Car Street, Suite 101, Boise, Idaho 83709 boundary, adjacent to the townhomes. Howlite Street and the Ametrine Way stub street will provide access to the commercial uses to the south when that property develops. We have extended a 26' wide portion of W. Howlite Street to connect to Hwy 69. This connection will provide emergency access to Briar Ridge until the surrounding properties develop. Potable water will be extended to the site from Amity Road (or picked up in E. Quartz Creek Street at S. Keara Ave. in the Prevail Subdivision). Over 1000' of offsite sewer will be constructed to serve Briar Ridge Subdivision. Pressure irrigation will be provided to all lots. As noted previously, the McBirney Lateral will be re-routed and enclosed in pipe. A Traffic Impact Study was prepared by Kittelson and Associates. The study has been accepted by ACHD and ITD. Neighborhood Meeting A virtual neighborhood meeting was held on December 8, 2020, at 6 pm. Mr. Jay Story was the only attendee. Mr. Story represented the owners of the property just south of Briar Ridge. That neighborhood meeting expired, and a second virtual neighborhood meeting was held on April 21, 2021, at 6 pm. No one attended the second neighborhood meeting. Summary The time is right to develop the Briar Ridge property. Properties in the vicinity are already approved for development or awaiting approval. Briar Ridge is planned as a Traditional Neighborhood Residential development, with a mix of housing types, substantial open space, and exceptional landscaping. We look forward to working with you and your staff through the approval process. Please contact me if you have questions about the proposed Briar Ridge subdivision or our applications. Sincerely, J e Suggs cc: Shawn Brownlee,Trilogy Development 9839 W. Cable Car Street, Suite 101, Boise, Idaho 83709 ADA COUNTY RECORDER Phil McGrane 2021-050796 ACCOMMODATION RECORDING BOISE IDAHO Pgs=3 NIKOLA OLSON 03/31/2021 09:00 AM TITLEONE BOISE $15.00 TitleOne a title&escrow co. Order Number:21408083 Warranty Deed For Value Received, JAL Investments LLC,an Idaho limited liability company,the Grantor,does hereby grant, bargain sell and convey unto, Endurance Holdings,LLC,an Idaho limited liability company,whose current address is 1977 E Overland Rd,Meridian,ID 83642,the Grantee,the following described premises,in Ada County,Idaho,To Wit: EXHIBIT"A"ATTACHED HERETO AND MADE APART HEREOF TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee;and subject to all existing patent reservations,easements,right(s)of way,protective covenants,zoning ordinances,and applicable building codes, laws and regulations,general taxes and assessments,including irrigation and utility assessments(if any)for the current year,which are not due and payable,and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires,the singular number includes the plural. Remainder of this page intentionally left blank. Order Number:21408083 Warranty Deed(4-09)-Page 1 of 2 Dated: ?j -29t - Z.02,f JAL Investments LLC,a Idah li �'ficompany By: John A.Laude Sr.,M ager State of Idaho,County of da, On this 29 day of March,2021,before me,the undersigned,a Notary Public in and for said State, personally appeared John A. Laude Sr.,known or identified to me to be a Manager of the limited liability company that executed the within instrument and acknowledged to me that he executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. as a .,,xv�11D LA8 , s �Nes�e�• 1Qw y Notary Public for Idaho �� q oSoto '_ My Commission Expires: A haoa`� s NOTARY i � psis ' ,J'UBLIC, � �09.�s�����,ee jCCoee0. "s, Order Number:21408083 Warranty Deed(4-09)-Page 2 of 2 Exhibit A The Northeast quarter of the Southeast quarter of Section 36,Township 3 North,Range I West of the Boise Meridian,Ada County,Idaho. Excepting therefrom: A parcel of land conveyed to the State of Idaho,Idaho Transportation Department by and through the Idaho Transportation Board by Warranty Deed recorded as Instrument No.96037335,records of Ada County,Idaho,being on the Westerly side of the centerline of State Highway No.69,Project No.STP- 3782(101)Highway Survey as shown on the plans thereof now on file in the office of the Idaho Transportation Department,and being a portion of the Northeast quarter of the Southeast quarter of Section 36,Township 3 North,Range I West,Boise Meridian,described as follows,to-wit: Beginning at the East quarter comer of Section 36,Township 3 North,Range I West,Boise Meridian, said point lying 1.I2 feet left of Station 301+51.35;thence North 89°06'58"West a distance of 65.00 feet to a point,said point lying 66.12 feet left of Station 301+52.04;thence South 0105'08"East a distance of 602.46 feet to a point,said point lying 65.00 feet left of Station 295+50; thence South 2°12'18"West a distance of 250.20 feet to a point;said point lying 75.00 feet left of Station 293+00;thence South 0°05'08"East a distance of 300.00 feet to a point,said point lying 75.00 feet left of Station 290+00; thence South 3°13'30"East a distance of 182.59 feet to a point,said point lying 65.00 feet left of Station 288+17.68;thence South 89°05'41"East a distance of 65.01 feet to a point,said point being Station 188+17.13;thence North 0005108"West a distance of 1344.80 feet to the Place of Beginning. ADA COUNTY RECORDER Phil McGrane 2021-054227 ACCOMMODATION RECORDING BOISE IDAHO Pgs=3 KRISTINA LOWRY 04/05/2021 04:03 PM TITLEONE $15.00 WARRANTY DEED For Value Received, Heartland Townhomes Property Management, LLC,an Idaho limited liability company,the Grantor, does hereby grant, bargain sell and convey unto, Endurance Holdings LLC,an Idaho limited liability company,whose current address is 1977 E Overland Rd,Meridian, ID,83642,the Grantee,the following described premises, in Ada County, Idaho,To Wit: Legal Description attached as Exhibit A TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee;and subject to all existing patent reservations,easements, right(s)of way, protective covenants,zoning ordinances,and applicable building codes, laws and regulations,general taxes and assessments, including irrigation and utility assessments(if any)for the current year,which are not due and payable, and that Grantor will warrant and defend the same from all lawfu laims whatsoever. Whenever the context so requires,the singular number includes the plural. Dated: Arr:' 5,2oa Heartland Townhomes Prope Management, LLC, an Idaho limited liability company By: John A. Laude Sr., M Hager Warranty Deed Page 1 of 2 State of Idaho, County of Ada,ss. On this day of April, 2021, before me,the undersigned, a Notary Public in and for said State, personally appeared John A. Laude Sr., known or identified to me to be a Manager of the limited liability company that executed the within instrument and acknowledged to me that he executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary Public for Idaho 4•.0Vr.NO sod.t�' •., My Commission Expires: typTARy�', '•��` pUB L1C NO Warranty Deed Page 2 of 2 k ' 4 A parcel of land located in the Southeast 1/4 of the Northeast 1/4 of Section 36, T.3N., R.1 W., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the East 1/4 corner of said Section 36 from which Southeast corner of Section 36 bears South 00005'08" East, 2669.88 feet; thence on the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 89°21'32" West, 33.00 feet to the REAL POINT OF BEGINNING; thence continuing on said South boundary line, North 89°21'32" West, 1,283.50 feet to the Center-East 1/16 corner of Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00034'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89021'32" East, 1,283.52 feet: thence leaving said parallel line, South 00037'38" West, 20.00 feet to the REAL POINT OF BEGINNING. Containing 0.59 acres, more or less. End of Description. V. OF AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I. Endurance Holdings LLC 1977 E. Overland Road (name) (address) Meridian Idaho 83642 (city) (state) being first duly sworn upon, oath, depose and say: 1 . That I am the record owner of the property described on the attached, and I grant my permission to: Gem State Planning 9830 W. Cable Car Street, Suite 101 , Boise, ID 83709 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3 . I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of 0 (Si afore) SUBSCRIBED AND SWORN to before me the day and year first above written. \\\1\1111 H I I I l l l 111/i •��\F i/� (Notary Public for Idaho) a MY COMMISSION = Residing at: /! / n EXPIRES 5.5-2022 ��,STq� 1 Pt�•�y \ My Commission Expires:OF //%I/I011lj Community Development . Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208484.5533 Fax: 208-888-6854 www.meridiancity.org(plannine ;:7,:, landp oDATA IandproDATA PDF Vicinity Map FY 1 6 F �- r ake Hazel Road } 1-uu Gas 3el avic Chu ch Y 43°32'39.50" N 116°23'1EW W Nov 11, 2020 IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 600 feet purposes only and do not constitute a legal document. DESCRIPTION FOR TN-R ZONE BRIAR RIDGE SUBDIVISION A parcel of land located in the Southeast 1/4 of the Northeast 1/4 and the Northeast 1/4 of the Southeast 1/4 of Section 36, T.3N., R.1W., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the Southeast corner of Section 36 from which the East 1/4 corner of said Section 36 bears North 00°05'08" West, 2669.88 feet; thence North 00005'08" West, 1334.94 feet to the South 1/16 corner of said Section 36 and the REAL POINT OF BEGINNING; thence North 89012'25" West, 1,322.74 feet to the Southeast 1/16 corner of said Section 36; thence North 00010'51" East, 1,331.37 feet to the Center-East 1/16 corner of Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00034'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89021'32" East, 1,317.53 feet to the centerline of State Highway No. 69, as shown on the right-of-way plans for Federal Aid Project No. STP-3782(101) on file in the office of the Idaho Transportation Department; thence on said centerline the following two (2) courses and distances: 378.93 feet along the arc of a curve to the left having a radius of 57,295.78 feet, a central angle of 00022'44" and a long chord which bears South 0000614" West, 378.93 feet; South 00°05'08" East, 976.00 feet to the REAL POINT OF BEGINNING. Containing 40.992 acres, more or less. End of Description. 1- 4° a f , ..44 y Y a;r5 d..Flw h�^~C5;+ N SCALE: 1"=300' 0 75 150 300 600 i NO'34'27"E _20.00' ___ ___S89'21'32"E 1317.53' _ _ 1/4 C-E1/16 -� S.36 ••S.31 I cn � U I I I I ; MZm7 0 I z I p ``'I TN-R ZONE o io o of ±40.992 ACRES ^ to Ln Ln N 00 O zl = I°�° 2 m I z1m N � m O I� D rn P' (p �P `o l o 00 I I REAL POINT OF BEGINNING S1/16 SE1/16 N89'12'25"W 1322.74' -- -- -- .• 1334.94' T.3N S.36 :S.31 T.2N S.1 S.6 3 Li_i oNN,- LANC \,AGE IN SF 11779 CURVE TABLE NZt�// Z��p � CURVE LENGTH RADIUS DELTA CHORD BRIG. CHORD DIST. 00�TF OF \'o C1 378.93 57295.78 0'22'44" SO'06'14"W 378.93 YM M cC N :rock Contractors tc o Drlar Ride 17-345 dw TN—R R--Deea.dw 2 14 2021 12:10:23 Pr,'. IDAHO EXHIBIT DRAWING FOR JOB NO. 17-345 u, _ 1450E.WATERTOWER ST. TN-R ZONE SHEET NO. SURVEYSUITE 130 y (208)8 6-8570H083642 BRIAR RIDGE SUBDIVISION GROUP, LLC LOCATED IN THE SE 1/4 OF THE NE 1/4 AND THE NE 1/4 OF THE SE 1/4 DWG. DATE „; OF SECTION 36, T.3N., UK, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2/14/2021 a s89'21'32"e 1317.53 CO Iri � N N L O II II � O N n O M O �M O M O C O O O O V � O O 00 (D 1322.74 n89°12'25"w ate . Up 2/14/2021 Scale: 1 inch= 200 feet File: TN-R Zone.ndp Tract 1:40.9917 Acres,Closure:s09.3235w 0.04 ft.(1/126409),Perimeter=5347 ft. 01 e128.13 n522.92 07 s00.0508e 976 02 n89.1225w 1322.74 03 n00.1051 e 1331.37 04 n00.3427e 20 05 s89.2132e 1317.53 O6 Lt r=57295.78 delta=000.2244 chord=s00.0614w 378.89 DESCRIPTION FOR TN-R ZONE BRIAR RIDGE SUBDIVISION A parcel of land located in the Southeast 1/4 of the Northeast 1/4 and the Northeast 1/4 of the Southeast 1/4 of Section 36, T.3N., R.1W., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the Southeast corner of Section 36 from which the East 1/4 corner of said Section 36 bears North 00°05'08" West, 2669.88 feet; thence North 00005'08" West, 1334.94 feet to the South 1/16 corner of said Section 36 and the REAL POINT OF BEGINNING; thence North 89012'25" West, 1,322.74 feet to the Southeast 1/16 corner of said Section 36; thence North 00010'51" East, 1,331.37 feet to the Center-East 1/16 corner of Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00034'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89021'32" East, 1,317.53 feet to the centerline of State Highway No. 69, as shown on the right-of-way plans for Federal Aid Project No. STP-3782(101) on file in the office of the Idaho Transportation Department; thence on said centerline the following two (2) courses and distances: 378.93 feet along the arc of a curve to the left having a radius of 57,295.78 feet, a central angle of 00022'44" and a long chord which bears South 0000614" West, 378.93 feet; South 00°05'08" East, 976.00 feet to the REAL POINT OF BEGINNING. Containing 40.992 acres, more or less. End of Description. 1- 4° a f , ..44 y Y a;r5 d..Flw h�^~C5;+ N SCALE: 1"=300' 0 75 150 300 600 i NO'34'27"E _20.00' ___ ___S89'21'32"E 1317.53' _ _ 1/4 C-E1/16 -� S.36 ••S.31 I cn � U I I I I ; MZm7 0 I z I p ``'I TN-R ZONE o io o of ±40.992 ACRES ^ to Ln Ln N 00 O zl = I°�° 2 m I z1m N � m O I� D rn P' (p �P `o l o 00 I I REAL POINT OF BEGINNING S1/16 SE1/16 N89'12'25"W 1322.74' -- -- -- .• 1334.94' T.3N S.36 :S.31 T.2N S.1 S.6 3 Li_i oNN,- LANC \,AGE IN SF 11779 CURVE TABLE NZt�// Z��p � CURVE LENGTH RADIUS DELTA CHORD BRIG. CHORD DIST. 00�TF OF \'o C1 378.93 57295.78 0'22'44" SO'06'14"W 378.93 YM M cC N :rock Contractors tc o Drlar Ride 17-345 dw TN—R R--Deea.dw 2 14 2021 12:10:23 Pr,'. IDAHO EXHIBIT DRAWING FOR JOB NO. 17-345 u, _ 1450E.WATERTOWER ST. TN-R ZONE SHEET NO. SURVEYSUITE 130 y (208)8 6-8570H083642 BRIAR RIDGE SUBDIVISION GROUP, LLC LOCATED IN THE SE 1/4 OF THE NE 1/4 AND THE NE 1/4 OF THE SE 1/4 DWG. DATE „; OF SECTION 36, T.3N., UK, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2/14/2021 a s89'21'32"e 1317.53 CO Iri � N N L O II II � O N n O M O �M O M O C O O O O V � O O 00 (D 1322.74 n89°12'25"w ate . Up 2/14/2021 Scale: 1 inch= 200 feet File: TN-R Zone.ndp Tract 1:40.9917 Acres,Closure:s09.3235w 0.04 ft.(1/126409),Perimeter=5347 ft. 01 e128.13 n522.92 07 s00.0508e 976 02 n89.1225w 1322.74 03 n00.1051 e 1331.37 04 n00.3427e 20 05 s89.2132e 1317.53 O6 Lt r=57295.78 delta=000.2244 chord=s00.0614w 378.89 Description for Briar Ridge Subdivision February 26, 2021 A parcel of land located in the located in the Northeast 1/4 of the Southeast 1/4 and the Southeast 1/4 of the Northeast 1/4 of Section 36, T.3N., RAW., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the East 1/4 of Section 36 from which the Southeast corner of said Section 36 bears South 00005'08" East, 2669.88 feet; thence North 89°21'32" West, 33.00 feet to the REAL POINT OF BEGINNING. thence continuing North 89021'32" West, 32.01 feet to the West right-of-way line of State Highway No. 69, as shown on the right-of-way plans for Federal Aid Project No. STP-3782(101) on file in the office of the Idaho Transportation Department; thence on said West right-of-way line the following four (4) courses and distances: South 00005'08" East, 602.31 feet; South 02012'18" West, 250.20 feet; South 00005'08" East, 300.00 feet; South 03'13'30" East, 182.73 feet to the South boundary line of the Northeast 1/4 of the Southeast 1/4 of said Section 36; thence on said South boundary line, North 89012'25" West, 1,257.74 feet to the Southeast 1/16 corner of said Section 36; thence North 00°10'51" East, 1,331.37 feet to the Center-East 1/16 corner of said Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00034'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89021,32" East, 1,283.52 feet; thence leaving said parallel line, South 00037'38" West, 20.00 feet to the REAL POINT OF BEGINNING. Containing 38.863 acres, more or less. End of Description. ,. ray �, -" r '^�" N SCALE: 1"=300' 1 0 75 150 300 600 I I L2 S36 S31 SO'37'38"W S89'21'32"E 1283.52' __ _ _ 20.00' C—E1/16• -- -- . • L1 1/4 N89'21'32"W 33.00' l0 0 1 R.P.O.B. Ul 1 100 1 l Im '. rn O N I� 1 oil I0 CO D wi ±38.863 ACRES N _N o cn N 0 In l 01 N Z M p O N 1 I nl TI O_ ZI 1 a N CD l L4 NO = aD Z o l0 rn 0 O O I O v 1 0 0° l ml S3'13'30"E I 182.73' I SE1/16 N89'12'25"W 1257.74' T.3N S36 S31 T.2N Tlm�� LINE TABLE �ENA�� LINE BEARING LENGTH L1 N89'21'32"W 32.01 11779 L2 NO'34'27"E 20.00 cnJZ/u�be Z/-Z' �0 �TF OF YM McCPM� Rook Contract—!c a,!, 1 a '7-345 tln\Briar Ridge PP E..d ? 2P,7"! 1.IR + JOB NO. IDAHO 1450E.WATERTOWERS,. EXHIBIT DRAWING FOR 17-345 SURVEY MERIDIAN,IDAHO 83642 BRIAR RIDGE SUBDIVISION SHEET N0. (208)846-8570 GROUP, LLC LOCATED IN THE NE 1/4 OF THE SE 1/4 AND THE SE 1/4 OF THE NE 1/4 OF SECTION 36 DWG. DATE T.3N., RAW., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2/26/2021 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Briar Ridge,411 Pre-app(confirming layout and design) Date:4/14/2021 Applicant(s)/Contact(s): Jane Suggs, Shawn Brownlee, David Bailey City Staff:Joe D.,Bill Parsons Location:West side of S. Meridian Rd. iust south of/z mile mark(S1236417204&S1236142390) Size of Property: 38.5 ac. Comprehensive Plan FLUM Designation: MDR(3-8 du/ac)in northern most area; MHDR(8-12)in southern portion. Existing Use: Residential/Ag Existing Zoning: R-4 Proposed Use: Residential (SF and MF)—detached&attached units with some alley-loaded product Proposed Zoning: TN-R Surrounding Uses: Residential/Vacant to the North; Residential to the East, South, and West. Commercial zoning to the South but. Street Buffer(s)and/or Land Use Buffer(s): 35' buffer to Meridian Road (entryway corridor); 20'buffer to any collector roadways. Open Space/Amenities/Pathways: Min. 10%open space; Minimum two(2) amenities are required to meet 11-3G-3 standards; Additional open space and amenities are required for Multi-Family(refer to UDC Specific Use Standards 11-4-3-27); a 10' detached Multi-use pathway will be required along Meridian Road,an arterial street;work with Kim Warren (208-489-0553)from the Parks Department about this requirement and any additional micro-pathway connections. Access/Stub Streets:Access to Meridian Rd is proposed where future Collector street is shown on the MSM; a RIRO access at SEC to Meridian Rd is also proposed for emergency-only access. Updated TIS will be required—ITD recommends submitting ASAP. Proposed collector-street at northern boundary may need to be signaled.Staff has some concerns over Meridian Road being singular access into development. It does meet code due to additional proposed access to Meridian Rd but response times may be significantly impacted if an accident were to occur north of this property on SH 69. Recommend discussing within narrative. Waterways/Flood plai n/Topog raphy/Hazards: McBirney Lateral runs through property. Minor topography exists on the proposed parcel. History: Part of"South Meridian Annexation;" H-2015-1670(DA Inst.#2016-007070; Rock Contractors Inc.); First DA modification is at no cost to Applicant. First Rezone application is at no cost to Applicant so long as proposed subdivision is not requested with existing zoning. Additional Meeting Notes:Your narrative must discuss how developing this property at this time constitutes orderly development and how it works with surrounding parcels that are yet undeveloped.You will be requesting a rezone application and City Council has authority to deny that request based on stating it is not the right time for the City.There is no guarantee that City Council will approve higher density on this parcel at this time. • Any access points to SH 69 will need to be justified through your TIS; Staff recommends to work out any issues prior to submitting to the City for your applications. • Quality of all proposed open space will be reviewed heavily, not just the proposed amount. • Highly recommend submitting parking plan with submittal. Show adequate guest parking for both SF and MF. • Including pedestrian circulation plan is also important—it should show integration of all residential uses as well as to future mixed-use site to the south and multi-use pathway along SH 69. Staff recommends micro-path connections from SF and MF to the required multi-use pathway. • Request for TN-R zoning district is supported by Staff as well as this revised layout.Staff appreciates the thoughtful redesign and attention to previous Staff comments. FIRE—Submit phasing plan upon application submittal to ensure adequate fire access. • If any buildings are over 30' in height, minimum width of drive aisles/streets are 26 feet wide. Police—See comments from previous meetings. SewerMater— • Obtaining sewer to this property should not be a concern—Staff will require"to-and-through"of mains to parcel to the south to serve that area north of the Rawson Canal;further questions regarding sewer should go through Tyson Glock(208-489-0358). • Water main will have to be extended approximately 800'from the east into this property from end of future line from Prevail Sub. per PW comments. Property south of Quartz Creek may also be requesting Annexation shortly as well but no application has been submitted at this time. If the timing is right,they may be required to continue the water main west and tie into Meridian Road.Work with Kyle Radek regarding any questions about this extension. (208-898-5500) If any major redesign occurs, please reach out to the Planning Department to ensure an additional Pre-app is not needed. 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 or Christy Little at 387-6144 at ACHD for information in regard to a TIS,conditions,impact fees and process. CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Other Agencies/Departments to Contact: Ada County Highway Dist. (ACHD) ❑ Settler's Irrigation District X Parks Department—Kim ❑ Idaho Transportation Dept.(ITD) ❑ Police Department Warren ❑ Republic Services ❑ Fire Department ❑ Other: ❑ Central District Health Department X Public Works Department—Any Sewer or ❑ Nampa Meridian Irrigation Dist.(NMID) Water issues. Application(s)Required: ❑ Building Department ❑ Administrative Design Review ❑ Alternative Compliance ❑ Conditional Use Permit Modification/Transfer X Rezone ❑ Annexation X Development Agreement Modification ❑ Short Plat ❑ City Council Review ❑ Final Plat ❑ Time Extension—Council ❑ Comprehensive Plan Amendment—Map ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Text ❑ Planned Unit Development ❑ Vacation Conditional Use Permit X Preliminary Plat ❑ Variance ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except fora 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. Briar Ridge Virtual Neighborhood Meeting Tuesday, December 8, 2020 6 pm Name Address Email/Phone 1. Jary 104 S. Capitol Blvd, Suite 201, Boise story a,storycommercial.com_ 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 113/2019 Taunton Group, LLC Mail-FW: Briar Ridge Subdivision dame Reservation Bob Taunton <bobtaunton@tauntongroup.com> FW: Briar Ridge Subdivision Name Reservation 1 message Shawn Brownlee <shawn@tdlogyidaho.com> Thu, Jan 3, 2019 at 2:00 PM To: Bob Taunton <bobtaunton@tauntongroup.com> Bob, Below is the Ada County Briar Ridge sub name approval email. Deed attached. Thanks, TMLOGWIr De. NT Shawn Brownlee 9839 W. Cable Car St Suite 101 Boise, ID 83709 (208) 895-8858 office (208) 860-8371 cell (208) 895-0714 fax From: Sub Name Mail [mailto:subnamemail@adaweb.net] Sent: Friday, August 3, 2018 10:04 AM To: Shawn Brownlee Subject: Briar Ridge Subdivision Name Reservation August 3, 2018 Greg Carter, Idaho Survey Group Shawn Brownlee, Trilogy Idaho https:/Imal l.goog le.com/mail/u/o?ik=e85694a832&view=pt&sea rch=all&permthid=thread-P/o3Al 621674472483333612&si m pi=msg-f%o3A 1 621 6744724-_. 113 11312019 Taunton Group,LLC Mail-FW:Briar Ridge Subdivision Name Reservation RE: Subdivision Name Reservation: BRIAR RIDGE SUBDIVISION At your request, I will reserve the name Briar Ridge 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, PI_S 5359 ............. County Surveyor Deputy Clerk Recorder .' Ada County Development Services '. �.: 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax From: Shawn Brownlee [mailto:shawn@trilogyidaho.com] Sent: Wednesday, July 25, 2018 5:54 PM To: Sub Name Mail Subject: Subdivision name reservation Trilogy Development would like to reserve the subdivision name`Briar Ridge" located at S. Meridian Rd , Meridian, ID. The parcel#is S1236417204, SEC 36 3N 1 W. Developer-Trilogy Development Owner-Viper Investments LLC Surveyor- Idaho Survey Group, Gregory Carter TRILOGY DEVELOPMENT https:llmai l.google.com/mail/u10?ik=e85694a832&view=pt&search=all&permthid=thread-f%3Al 621674472483333612&simpl=msg-f`/`3Al 6216744724-_. 2/3 1/3/2019 Taunton Group, LLC Mail-FW: Briar Ridge Subdivision Name Reservation Shawn Brownlee 9839 W. Cable Car St Suite 101 Boise, ID 83709 (208) 895-8858 office (208) 860-8371 cell (208) 895-0714 fax 2016007586.pdf 370K https:/lmail.google.com/mail/u/O?ik=e85694a832&view=pt&search=all&permthid=thread-f/o3Al621674472483333612&simpl=msg-f%3A16216744724... 3/3 Jane Suggs From: Paige Bankhead <pbankhead@achdidaho.org> Sent: Friday, November 13, 2020 3:42 PM To: Sonia Daleiden; Erika Bowen; Mindy Wallace Cc: Bridger Helm; Jane Suggs; Shawn Brownlee Subject: RE: Briar Ridge Development TIS Hi Sonia, Thank you! The tracking number is MPP20-0036. Have a great weekend! Paige Bankhead, E.I. Planner II Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 r �� i . AC re zra tv5nva " ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. From: Sonia Daleiden <sdaleiden@kittelson.com> Sent: Friday, November 13, 2020 3:09 PM To: Erika Bowen <Erika.Bowen@itd.idaho.gov>; Mindy Wallace<Mwallace@achdidaho.org>; Paige Bankhead <pbankhead@achdidaho.org> Cc:Sonia Daleiden <sdaleiden@kittelson.com>; Bridger Helm <bhelm@kittelson.com>;Jane Suggs <jane@gemstateplanning.com>; Shawn Brownlee<shawn@trilogyidaho.com> Subject: Briar Ridge Development TIS [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Erika, Mindy, and Paige, Please see the link below for an electronic submittal of the Transportation Impact Study for the proposed Briar Ridge development located on SH 69 near Quartz Creek Road. Please let us know if you need anything further to begin your review. P6F 25018 TIS FINAL.pdf Mindy/Paige—if you could please reply with ACHD's tracking number I will call to pay the review fee. Thank you and have a nice weekend! Regards, Sonia Sonia Hennum Daleiden, PE PTOE Senior Principal Engineer Please note,although working remotely in response to COVID-19, Kittelson is fully operational. Please connect with us before sending hard copy mail.Visit our website for more information. Kittelson &Associates, Inc. Transportation Engineering/Planning 101 South Capitol Boulevard,Suite 600 Boise, ID 83702 208.472.9803 (direct) 208.850.4073 (cell) 2 SITE CONSULTING, LLC Trilogy Development Mr. Shawn Brownlee November 30, 2018 9839 West Cable Car Street, #101 Page 1 of 28 File 18199-A Boise, Idaho 83709 Re: Geotechnical Recommendations Proposed Rock Contractor Subdivision West Side of Meridian Road Between Amity Road and Lake Hazel Road Meridian, Idaho Shawn: As per your authorization, on September 6, 2019, SITE personnel logged and sampled twelve test pits at your proposed Rock Contractor Subdivision development on the west side of South Meridian Road, between Amity and Lake Hazel Roads, in Meridian, Idaho. It is assumed, based upon the provided Conceptual Plan, that the proposed subdivision will include public right of ways and approximately over 130 lots for single-family residences, and an apartment completed with up to 16 multi-unit buildings. Based upon our research, observations, and laboratory test results, the site is acceptable for the proposed residential subdivision development. Recommendations for construction are included herein. Previously published groundwater data and pavement section recommendations are included herein so that this report addresses all geotechnical concerns. 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, LL SAL 0 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE CONSULTING, LLC INVESTIGATION & RESEARCH General At the time of our field investigation, the site was firm and stable allowing complete access with the backhoe and drilling equipment. Access was gained from Meridian Road and from the property to the south. During our initial September 6, 2018 site exploration, SITE observed the excavation of twelve test pits at locations intended to provide full coverage of the subject property. A tax parcel # of S1236417204 was located for the ±38-acre property on the Ada County Assessor's website. Test pit logs and an aerial photo with approximate test pit locations are included in the Appendix. A review of historical aerial photos, available on Google Earth, reveal that this undeveloped parcel has historically be used as pasture land or farmland. No evidence of prior buildings or site improvements was observed in this record that extends back to 1982. During our initial field exploration, the basalt bedrock formation was encountered in eleven of twelve test pits between two and fifteen feet deep. Test pit #4 in the northeast corner of the property did not contact the basalt formation in the 15' explored. In order to assess the bedrock, on November 26 & 30, 2018, a rock profile study was undertaken. Superior Blasting was utilized to drill the proposed sewer main on 100-foot centers and both ends of each infiltration facility. This data is reported in the Appendix. In general, the topsoil layer consists of silt & sand with only one test pit sample containing lean clay. All other surface samples tested as low plasticity elastic silt or non- plastic. A cemented silt/ sand layer was encountered below the topsoil and extends to the basalt bedrock formation. Rock was encountered as shallow at two feet below the existing ground surface. No groundwater was encountered on this property. Well logs for Section 36, township 3 north, range 1 east were reviewed on the IDWR website. A total of six nearby well logs were selected and have been included in the Appendix. These logs indicate groundwater is 90-130 feet deep and therefore will not impact or be impacted by the planned construction. 208-440-6276 * bjarnoldpe@msn.com (2) Post Office Box 190537 * Boise, Idaho 83719 SITE CONSULTING, LLC RECOMMENDATIONS Site Work Grubbing depths of up to 2 to 4 inches can be anticipated to remove most organic materials. Roots may exist as deep as 1.5 feet below the ground surface where large trees and ditches are or were located. Therefore, stripping depth is to be adjusted in the field at the time of construction. Excavations caused by grubbing of ditches or over excavation of soft or wet areas are to be backfilled with structural fill. All subgrade soils present in the test pits can be used as structural fill on building lots and within right of ways. If encountered, blending clay surface soils with onsite non-plastic soils, or imported sand and gravels will improve surface drainage. Compaction of any fill placed within building pads or right of ways must exceed 95% of the maximum dry density as determined by Standard Proctor testing. It should be anticipated that the Meridian City Engineering and / or Building Department will request these test results prior to or at the time of home construction. Structural fill must pass compaction testing and visual inspection for stability. Fill that passes compaction but is observed to rut or deflect under construction traffic is to be rejected Pavement Sections Samples of the near surface sandy silt and silty sand soils were gathered from across the site. Two samples, (TP1 and TP4) were selected and sent to a specialty soil lab for R-Value Testing. Results from Pavement Engineering Inc. are attached and indicate an R-Value of R>20 was obtained on the submitted samples. Based upon this value, and traffic Index of TI=6 for residential streets and TI=10 for Meridian Road, pavements sections have been calculated by ACHD method. All materials and methods used in the construction of streets and sidewalks are to comply with ITD & ACHD requirements. Street Residential Meridian Road Type (TI=6) (TI=10) HMA 2.5 4.0 %" Base 4.0 4.0 Subbase 10.0 17.0 It is noted that ITD or ACHD may require a specific design with onsite samples for improvements to Meridian Road. The assumed R-Value is to be confirmed with the jurisdictional agency. 208-440-6276 * bjarnoldpe@msn.com (3) Post Office Box 190537 * Boise, Idaho 83719 SITE CONSULTING, LLC Residential Foundation System The proposed single-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. Foundation drains are not required in this development. Foundations outside crawlspaces are to be sealed with spray or brush on foundation mastic. Basements are not allowed without additional engineering to address bedrock concerns. 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. 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. Slab on grade floors, sidewalks and pavements should be placed atop a mat of at least 0.5 feet of granular structural fill materials. This depth is to increase to one foot when concrete is to be placed over clay soil. This is required to prevent seasonal heaving of sidewalks, patios, and driveways. Mat material should all pass a 3/4-inch sieve and should contain less than twelve percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. Storm Water It is recommended that storm runoff be directed away from all open excavations and not be allowed to puddle on subgrade soils. Infiltration facilities will require drilling and blasting of the basalt formation. Percolation rates are to be measured at the time of construction, after blasting and excavation. Based upon historical performance on similar projects, SITE recommends a maximum percolation rate of P=4 inches per hour and a drain time of four hours for design. 208-440-6276 * bjarnoldpe@msn.com (4) Post Office Box 190537 * Boise, Idaho 83719 SITE CONSULTING, LLC Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. Testing should be performed in accordance with ASTM Test Methods D3017-88 and D2922-91 (nuclear densometer). For mass filling, field nuclear moisture - density testing shall be performed on each lift of compacted fill for on each filled lot or building pad. Trench backfill and right of ways are to be tested to ACHD / 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. 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 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. Appendix Follows 208-440-6276 * bjarnoldpe@msn.com (5) Post Office Box 190537 * Boise, Idaho 83719 CONSITE SULTING, LLC APPENDIX Conceptual Plan Aerial Photo with Test Pit Location Test Pits Logs (12) Soil Log Legend / Abbreviations and Acronyms Project & Adjacent Well Logs (6) Pavement Section Calc Sheets (2) R-Value Reports (2) Rock Profile Data (2) 208-440-6276 * bjarnoldpe@msn.com (6) Post Office Box 190537 * Boise,Idaho 83719 CONSITE SULTING, LLC Conceptual Plan r. w _ 1 -ca_ Ir, ZZ Supplied by Client 208-440-6276 * bjarnoldpe@msn.com (7) Post Office Box 190537 * Boise,Idaho 83719 CONSITE SULTING, LLC Google Earth Aerial Photo - _ Kock Contractor Sub - --= - - - . -- 'N 0 T P-7 IGI 5 TP-4 a� TP-9 0 TP-3 0 - I TPA I T P-G � TP-2 TP—S 0 til E` TP-7 TPA � Locations by handheld GPS 208-440-6276 * bjarnoldpe@msn.com (8) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC TEST PIT LOGS Test Pit: TP-1 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 02.06 -116 23 39.09 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" 1 3/8" 1 #4 #10 #40 #100 #200 1 %M I LL PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-3.0 Brown, Moist,Firm,Sand,SILT(ML) R=23 1.5 100 97 96 82 82 75 65.0 26.3 33 2 R-Value 100 97 92 84 76 66.8 25.2 33 9 3.0-7.0 Light Brown, Moist, Firm, Cemented,Silty,SAND SM 5.0 Scalped 1 95 1 85 1 75 1 60 51 42 34 26.2 21.7 NP NP 7.0 Bottom of Excavation Basalt Encountered @ 7.0 No Monitoring Well Installed Test Pit: TP-2 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 04.86 -116 23 39.47 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" 3/8" #4 #10 #40 1 #100 1 #200 1 %M LL I PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-2.0 Tan, Dry,Firm, Cemented,Sand and Silt 2.0 Bottom of Excavation Basalt Encountered @ 2.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (9) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC TEST PIT LOG Test Pit: TP-3 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 07.47 -116 23 38.70 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1 1/2" 1 3/8" 1 #4 #10 #40 #100 1 #200 1 %M I ILL PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-3.0 Brown, Moist, Firm, Cemented,Sandy, SILT ML 2.0 1 T-100 98 1 97 1 96 93 86 1 76.9 12.5 28 3 3.0-5.0 Li ht Brown, Moist, Firm,Cemented, Silt&Sand 4.0 Scalped 1 92 1 87 1 62 1 46 1 31 21 15 1 11.2 25.2 NP NP 5.0-9.0 Brown/Tan, Moist, Firm,Cemented,Sand&Silt 6.0 Scalped 1 92 1 85 1 78 1 60 48 33 23 16.1 25.5 NP NP 9.0-13.0 Brown to White,Moist, Firm,Cemented,Sand&Silt 10.0 Scalped 1 92 1 84 1 77 1 6. 53 39 31 23.7 23.7 NP NP 13.0 Bottom of Excavation Basalt Encountered @ 13.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (10) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC TEST PIT LOGS Test Pit: TP-4 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 13.28 -116 23 39.16 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 PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-2.0 Dark Brown, Moist, Firm,Sand , Lean Clay CL 1.5 100 97 89 77.9 19.2 39 19 2.0-4.0 Light Brown, Moist, Firm,Cemented,Sandy,SILT(ML) R=42 R-Value Scalped 1 91 1 82 1 51 1 41 1 36 1 36 28 21.7 24.4 35 9 4.0-8.0 Tan, Moist, Firm, Cemented,Sand,Clay,Silt 8.0-15.0 Brown, Moist, Firm, Cemented,Silty,Sand 11.0 Scalped 1 95 1 89 1 82 1 68 55 1 31 19 14.0 25.2 1 NP NP 15.0 Bottom of Excavation No Basalt Encountered @ 15.0 No Monitorinq Well Installed Test Pit: TP-5 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 11.31 -116 23 44.89 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 %M LL PI 0.0-1.0 Brown,Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-5.0 Brown, Moist, Firm,Sandy,SILT ML 3.0 1 1 100 1 97 1 96 92 81 65 56.4 23.7 NP NP 3.0-5.0 Brown/White, Moist, Firm, Cemented,Sand, &Silt 5.0-15.0 Brown, Moist, Firm, Cemented,Silty,Sand 7.0 1 T-1-007-r-99 1 80 1 65 50 39 29.4 23.7 NP NP 15.0 Bottom of Excavation Basalt Encountered @ 15.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (11) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC TEST PIT LOGS Test Pit: TP-6 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 06.50 -116 23 44.77 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" 1 3/8" 1 #4 #10 1 #40 1 #100 #200 1 %M LL I PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay&Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Moist, Firm,Silty,SAND(SM) R=same as TP4 R-Value Scalped 89 78 69 53 42 32 26 20.2 20.2 NP NP 3.0 Scalped 90 77 59 50 42 36 29 22.5 23.7 NP NP 4.0-7.0 Tan, Moist,Firm, Cemented,Sand&Silt 7.0 Bottom of Excavation Basalt Encountered @ 7.0 No Monitoring Well Installed Test Pit: TP-7 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 01.51 -116 23 47.89 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 1 #40 1 #100 #200 1 %M LL I PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-5.0 Brown, Moist, Firm,Sand&Silt 1.0-3.0 Brown/White, Moist, Firm, Cemented,Sand&Silt 3.0 Bottom of Excavation Basalt Encountered @ 3.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (12) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC TEST PIT LOGS Test Pit: TP-8 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 03.89 -116 23 50.41 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" 1 3/8" 1 #4 #10 #40 #100 #200 %M LL PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-2.0 Tan, Dry, Firm, Cemented,Sand&Silt 2.0-4.0 Tan, Moist, Firm, Cemented,Sand&Silt 4.0-6.0 Tan, Moist, Firm,Sand,Silt 6.0 Bottom of Excavation Basalt Encountered @ 6.0 No Monitoring Well Installed Test Pit: TP-9 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 10.05 -116 25 50.44 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet) 1.0" 1 3/4" 1/2" 3/8" #4 #10 #40 #100 #200 %M LL I PI 0.0-1.0 Brown, Moist, Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-3.0 Brown, Moist, Firm,Sand,&Silt 3.0-7.0 Tan, Moist, Firm, Cemented,Silt&Sand 7.0-12.0 Tan, Moist, Firm, Cemented Sand&Silt 12.0 Bottom of Excavation Basalt Encountered @ 12.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (13) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC TEST PIT LOGS Test Pit: TP-10 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 12.31 -1169 23 55.55 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 1 #40 1 #100 1 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm,Sand&Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm, Cemented,Sand&Silt 2.0-4.0 Tan, Moist, Firm, Cemented,Silty,SAND(SM) R=Same at TP4 R-Value Scalped I g0 1 79 1 78 1 51 1 39 1 30 1 23 1 17.8 1 25.2 1 NP NP 4.0-5.0 Tan, Moist, Firm, Cemented,Sand,Clay,Silt 5.0 Bottom of Excavation Basalt Encountered @ 5.0 No Monitoring Well Installed Test Pit: TP-11 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 09.06 -116 23 55.55 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet) 1.0" 1 3/4" 1/2" 3/8" #4 #10 #40 #100 #2001 %M LL PI 0.0-1.0 Brown, Moist, Firm,Sand&Silt With rootzone/organic layer to 6-8" 1.0-2.0 Tan, Dry, Firm, Cemented,Silt&Sand 2.0 Bottom of Excavation Basalt Encountered @ 2.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (14) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC TEST PIT LOGS Test Pit: TP-12 File#: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 02.21 -116 23 55.07 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" 1 3/8" 1 #4 #10 #40 1 #100 1 #200 %M I LL PI 0.0-1.0 Brown, Moist, Firm,Sand&Silt With rootzone/organic layer to 6-8" 1.0-7.0 Brown/Tan, Moist, Firm,Cemented Sand&Silt 7.0 Bottom of Excavation Basalt Encountered @ 7.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (15) Post Office Box 190537 * Boise,Idaho 83719 SITE 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 GRAVEL& <5% #200 =1 Well-graded gravel, ravel-sand mixture, little or no fines. GRAVELLY GP Poorl raded gravel,gravel sand mixture, little or no fines COARSE SOILS 5-12%-4723001=1 Silty gravel, ravel-sand-silt mixtures GRAINED <50%-#4 >12%-#200 1=1 Clayey ravel,gravel-sand-clay mixtures SOILS SAND& <5% #200 =1 Well-graded sand,gravelly sand,little or no fines. <50%-#200 SANDY = Poorl - raded sand,gravelly sand, little or no fines SOILS >12%-#200 SM Silty sand,sand-silt mixtures >50%-#4 SC Clayey sand,sand-clay mixtures SILTS& INORGANIC !]F,Iayey organic silt and fine sand, rock flour,silty or clayey fine sand or silt with slight plasticity FINE CLAYS CL Lean clay-low to medium plasticity,gravelly,sandy,or silty clay GRAINED LL<50% ORGANIC OL Organic silt and organic silty clay of low plasticity SOILS SILTS& INORGANIC MH Elastic silt,micaceous or diatomaceous fine sand or siltv soil. >50%-#200 CLAYS CH Fat clay-high 'plasticity LL>50% ORGANIC OH Organic cla -med.or high plasticity:organic silt HIGHLY ORGANIC SOILS PT Peat, humus,swamp soil with high organic content ABBREVIATIONS AND ACRONYMS ASTM American Society for Testing and Materials IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non Plastic PCC Portland Cement Concrete TP Test Pit USCS Unified Soil Classification System cf Pounds per Cubic Foot sf Pounds per Square Foot tsf Tons per Square Foot sf/f Pounds per Square Foot/ Foot 208-440-6276 * bjarnoldpe@msn.com (16) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC ADJACENT WELL LOGS or IDAHO DEPARTMENT OF WATER RESOURCES n tad by Use Only V WELL gRILLER'S REPORT Inspec[edby Lee Typewoirer-flallpomt Pen 669.57 TwP—Rge_sec _ 1L4 1l i/4 1,DRILLING PERM,'NO. 63--gz-W- 0614 - 000 11.WELL 7E375: tom: Lo,,,y,, Other IDWR No. -_--.-. ❑PteP ❑eaaer Air ❑ficWirlg Artesian 2.OWNER: ri.are+mw. mama Robin Wllleman 80 1.00 hr Address 6030_1101 IYl�idian Road city Meridian.__� ware Imp-83642 Water Temp. 81 Rcitom M,et 3.LOCATION OF WELL by legal description: warar oua rymst orcommenis: 1 Iron17.5Phi 3 Grainer Sketch map location M=apnea with write,bcatlon. - Dm1h1nt Watp Encountamd 134u u 12.UTNOLOGIC 1,00;(Ikacribe repairs or ebandomnent) ash Top, -•1 NvN:I& or hut❑ m. rmm Tn IMllrsks'tare09Y.Waler onaey aremt>emwre a e Rye. I East Ot n wart 0 Sec. 71 __yS](14 Sll}[_1µ114 - Gan lit—Gom'yf"_ �r Gr_a V tac - Lore: . 11 s Addreaeutw",a* tan Road - Cily_ Mendam J Sandxx ,.wr�wa�w.,ewwaFmoc.,ew� — Lt eik. sub.Name 147 3end 1p( fi 17 4.USE: 3 xx UDomestic 3 Municipal ❑Manitor a lgigrgon 178t 7 Thermal ❑Injection Dothan 197d xx 5.TYPE OF WORK check air thatappy ,iReplacennern arc.) 20 - 19 WWWI 0 ModuY E Abandonment _❑Otbor UK B-DRILL#AETHOD -Clay XgAlr Rotary D coma C u d aemry n Oter 23 XX 7.SEALING PROCEDURES sFA,hLL- RPACK arrOLNT 0.1ETFI5b Marginal >:Ian Ta 5rdaa Carta Bentonita 0 35 #500 Overbore Wasdri—hae�s 01 M O N ShoeDap*(s> 230 W-driveshoeseellesied?oYNXN Hav? 8.CASINQtUXER: dnnenr Arom Gad lirur tyap,a ray - _ T - J ❑ ❑ ATERi00 MyEtf +2 230 1.250 Steel D YY ❑ n Lanett of Reatlpipv 191 I-eneti+m Tailpipe D 9-PERFORATIONSISCREENS ❑ Pedorawrs Method - J Screens Screen Type Johnson i-XVIlMdDyt 210 (Measurable) ra su s�,n a�roear oamlw Mawr cunr I:w. aam:st tad BI1w C—Plet cl 8119197 F 5 S, SS_Y ❑ ❑ 13.DRILLER'S CERTIFICATION ❑ LINO—tilt'that ann-minimum well constn *,standard,were oempligd mth at ff ❑ the ame the dg wee rtanovm.. >=hm Na— AOAMSOM PUMP 8r DRILLING Fam nto, Q457 10.STATIC WATER LEVEL OR ARTESIAN PRESSURE: 121 t.beww grad - Artesian pressure lb- Firm Otcial,• �p tioale 1 7'J�✓ r Depth.encountered t. 13gsaibe.aoom port or and control devices: SuPervisor or Operators Date - {Sign once Ir FMn Onxi�a ePeanl FORWARD WHrrE COPY TO WATER RESOURCES 208-440-6276 * bjarnoldpe@msn.com (17) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC Form*&7 STATE OF IDAHO SIE19 ' I DEPARTMENT OF WATER RESOUnRCES I Location Corrected by IDWR To: iffy/ WELL DRILLERrS REPORT Tg3N R01E Sec.31 NWNWSW Stew law requires that this report be filed with the Direcmr,Deparonem of Sy:mciscell 2012-10-10 within 30 days atwrthe tAmplefion or abandonment of dm 1.WELL OWNNFR� 7.WATER LEVEL Name ch'x� !1S @A tiiLO/R 2A Static WmerlNll_6.0- feet below land surface. Flowing? ❑Yes G.P.M.flow Add— 56J-I S. r1p`qr; _ IK' Miss]-el—ddR pressure p.a.i. Om mRed by: ❑VaI" ❑Cap f7 Plug Owner's Permit No. Temperature oF. Duality oaaevae w-area ar remnaam zwreasamw. 2.NATURE OF WORK &WFLLTFSf DATA ' yNew wed ❑Deepened ❑Replacement ❑Pomp ❑Sailer XAir ❑Other Wall diameter increase LJ Abu,donad Id...nbe abandonment praceduree such es n9 ge G.P.m. w N.,Lame Henn Fumpm materials,plug depths.etc.in lithologic lost 3.PROPOSED USE Domenic ❑Imipetion 0 Test ❑Munidpal g. LITHOLOGIC LOG ❑ihdu""al ❑Stock ❑Waste Dispose l or lnlavuon gme Depth Web, ❑Other T.— IW-ify typal Dlmm Fmm To Material Y No A METHOD DRILLED ❑Roiary ❑At, ❑HYdrauge Q Rerenerotery Cable ❑Dug ❑Other a o s s � _ J.WELL CONSTRUCTION t Casings hedple:ASmal ❑Com+eb ❑other JK TNrkeeas Dlemarw From T. ��o ieehea Is, rhea+_j feet ,263 feat inches inches _fast feet 77 'nchm Inches tees {set _ nches ,rhas tent teat W.-saingdri-shoaueed? Yea ❑No Was packer er seal used? Thy. ❑No Perforated? ❑Yes A-N. Haw perforated? ❑Factory ❑Knife ❑Torch ❑Gun Size mf perforallon inches by_itRhasiV limns— From Te peAoratl— 1W teat 011orations feet fast pereomtlom icet feet Well screen innalled7 .Yes ❑No Manufacturer's name k..vstat� -,e TYpa D Modal No. . Diameter atSlot size,Dpe Sat from.jp�feat m d 13 fume Oiameser_53m size SetTmm_rearm_feat Grarel packed? I]Yes No ❑SI.of greet Placed frmm feetto feet Surface seal depth used ie Baat: ❑Cement grout - 9entonhe ;9.J.ddling ctay D Sealingpronedureuwd: ❑Slurry ph ❑Temp,surfacecasing j2l`< ore In we deyth Method of joining casing: ❑Thmaaed Welded ❑Solvent Weld Q Cemented between strata D—ibe exess port _ 1(k Wark ataned�S fianhed 6.LOCATION OF WELL 11. DRILLERS CERTIFICATION sketch map beadme muss agree with wr p�pp IANe certify that all minimum well construclbn �rps were cmmplled with at the Itme _lit, tlse regwm rerrtwed. `/` Subdivision Name <a ��} -- (� Firm Nam�y�ats,s Flrm No.33 W E `rV O om Addraz& LI No.. Slack No. tt �+ ` r Signed by IFirm Official) r l✓7� lye and (Operator)_ Sac.3_,T- A 5 t7 R./W❑ USEADOITIONALSHEETStFNECESSARY—FORWARD THE WHITE COPY TO THE DEPARTMENT 208-440-6276 * bjarnoldpe@msn.com (18) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC Fo �zae- IDAHO DEPARTMENT OF WATER RESOURCES Use Typewriter �re WELL DRILLER'S REPO Ban Point Pen arm 1.DRILLING PERMIT NO. 63 -95 -V . 2162 .$AB 11.WELL TESTS: Other IDWR No__. _ Pump ❑Bailer ❑Air ❑Flowing Artesian 2.OWNER veee.tman. oar ama Lwrel nmv Narne Joe Asequinolaza Address 5621 S. Meridian Rd. City Meridian � __StaleTda.�Ip636� Water Temp. Bon—hole temp. 3.LOCATION OF WELL by legal desorlptlon: Water Ouai tytsel srnm mama:_ Sketch map Ipnation must agree with written location. 12.LITHOLOGIC LOG:(Describe repairs orabandc;nm ) wy ,r Twp. North a or South❑ aa. non To Raman :Llthcropr,waver Quaahr es remparewre v e w E Rqe. 1 Eeat ❑ or West G2 - sec. -4ti ._�WiA 5.E714114 ..Q FSP GoVt Lm Coon% 10 eCb ,} Iv s Address of Well Site same _ Q Crty N�Li.$i an o ta-+ter.,,,,,.n.o.a,w.uK.ra R®aartser.nl ..— o P F%kS X Lt. Slk. Sub.Name /`Fo A102 _ L -29& a.PROPOSED USE: IR Domestic ❑Muricipal ❑Monitor ❑Irrlgatlom Q Q Thermal ❑InjeCtiom U Other 5.TYPE OF WORK -' s¢ e X Ll New WoV ❑Modify or Repair CaRBpiaoement ❑Abandonment S 6 6.DRILL METHOD 3 rr. oW ❑Mud Rotary @ Pjr Rotary X Cable ❑Other r I t 7.SEALING PROCEDURES aFJILFILTER PMM( AeM�pU�tyw�r MEnga t MebMl From TO 1Tntls a Was drive shoe used? [X Y ❑ N Stoma Dopth(sJ Was drtva Shoe seal tested?Y❑N 16L How? a.CASINGJUINER: T -- oiarramr ram Tv aw Material casino Liner waroc WESTERN REGION ri 03 K ❑ ❑ ❑ ❑ ❑ ❑ Lengttr of Hoad /7 L 1 Len _ ~n pil5e Length of Taaplpe_ 9.PERFORATIONSMCREENS ❑Perforations Method Greens Screen Type D Completed Depth (Measurable) From TO M. Date:Started Mar. 55.1995 Completed_ 1{-3-5� a® Nrnipw nwrbin. IABtaW dtlna trrRr Ao 3 1 ❑ ❑ 13.DRILLER'S CER77FICAIION ❑ ❑ VWa certily that all minimum well construction stendarcis were complied with at ❑ ❑ the time the rig was ramoved. 10.STATIC WATER LEVEL OR ARTESIAN PRESSURE: Firm Name_j�ennis Phi g]�s Wpll ,., ri lkhm No.332 d0 iL heEpw grourw Artesian pressure lb. Firm ofFioiel;�,vim_. � �iDare Depth flow snoounterecr ft. Oeacribe access pert or amd control devices: IL?Q1 .$fd.j svpervlsor or operator Date lslon axe rt Fm+a+4cul■opnnmq FORWARD WHITE COPY TO WATER RESOURCES 208-440-6276 * bjarnoldpe@msn.com (19) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC USE TYPEWRITER OR 6bat-.se of Naha BALL POINT PEN Cepertma¢t of petty.Neaouicee WELL DRILLER'S REPORT State NW Mqulret Nat Phis"Wit he filed With the It mo,Oolood net of VAPIsr IWgaCx Will 38 deys afro the cpmplet'An or abovvJ- Wt of m.w01. WELL OWNER 7.WATEB'LEVEL. n Name_ StatN wafer ravel, -below lend suH.. Adtl ress PlnWirtg7 L7 Ye. a No G.P,M.}Ion li a TamPeretpre�F. Gwlity Artesian closed-in PrHWn. ..,e,l. I Owners Pxmit No. C.—Reli IT ❑Valve p Cep p Plerg 2 NATURE OF WORD e.WELLTE ITDATA t� ]�New well (3I?aelamd O Repinumem ❑Pump p Satter p o OWx Q Abarel ldw—be method ofaMrsdoMrgl Dweveva Oma Own 1ewn 7unnea 3.PROPOM USE SMnenk 6 Ydeetlm C TAM 0*-Apsfk+kla 099.156 9.LI'FHOLOOIC LOB Jl lew-lGMl G ko m" C7 11 C3 ww.ete'"er IteII llrpde ww.r kovd- alone Foam 7 411lrrkl Yx fie} 4 METNOO DFIll Id CoNe ❑Rotary ❑au, 0 Other S.WELL CONSTRUCTION Oimanarof hole 15 -it Total depth„'�., feet Gdng echetlule: ❑O to Th�ten O� Pros I.. .r-�t{4y�-— uKhee+—'— f inches inrhes ket leer inelse� inehos _feat _Isar indwe_____ inehel �_feetfcat W.opeky drive A....d 7 1A Y. p fie Wes a papkx or—1 used? ©Y. 14 No 1.1—ted7 Cl Y. No Hex,pxforetad7 eeetar❑Fy ❑knife* D T—h Sireorperf—ion _itYJle —kF9en .! Nembw Frwn T. EIII palontinns teat r,K -�..�PeIaRLIOPt fM frail Pmfwrtll— feet lose Well mrevn insW lodt ❑Yet N. M-A..whit'name TYPI Wndel No. OiemeNr_Slw dm„sat feem_felet tp_� __ie.r Giemetr�SkN rim. sat irdn__real tei�ten Grwef Packed? p Yq PLNo Sim Ogmal Plead trwn ien to fees tWl.ae tsar deeu. taeaxbt eeva in ewl II De t'11 9ta. 'i7 FvW66,d, It TMI ev11Np{ e'm Seer.—oMe eras k7 worP or 1�3 PY.%-"Men teak. XPOsnler.k esel ..._ _._ ---It.OF WFLL ea. Wwkatarxed�flnlshd bleekh Deep laanlun moat spree with wtj.lorariors, ' M IL DML 8CF/Ffi .�J 19 Y Aw �yzIZ- w eta n o 8 la Na—ekdl xA � SlPaa>s.IFL+INedel n n CVVount/'yv1 ant � Fffee/� ��� wry. bPYde) N►Euk.'.1.. .., usE AROITIONAL Still tK NECEMARY PORWAND THE WHITE COPY TO TMO1WT.—W, 208-440-6276 * bjarnoldpe@msn.com (20) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC t VYAt JR EavtjrcL&t Fwm 236.7 t N97 ME C/ IDAHO DEPARTMENT OF WATER REZoURC,ES ©Ipoe uaeanfy WELL DRILLE11%REPORT l"*P"b�d by `35s95 z D WELL TAG NO. .9248 v4 d14__114 Other IDWRNG NYM1T NO. �,4_ _ 11.WELL TESTS: `' . '4."; I btherl€]WRND,� ❑pump 0Ba- WArt ❑F - Ad.W- ZOWNER: Y,etdyelhrdn. fkandoan . P—ping Level rime Name F 75 Address 1721 S.Pimmit Ave, tdy_8oise see^9z ZIP 4371111 3.LOCATION OF WELL by kWI description: walarTemp.r Bommhoefenp 5a— Wabr oueley�or mrrvrranra.- Skstahmaptocammusem,w with wftn Wood— Depths Wear Enm mer N 12.LITHO LOGIC LOG (Desoriha mpai,s or abandonment) ^voter Twp. 3 ` Nmar 0 pr souM❑ So. cram T. Nv,er —oloer.War Qa,lKy a rempa,mn,e I N w e Rga- 1 _ Eam ❑ weee lk 1D 3 70PSO-11 sac. 38fM aPft 114 �g)<,714 i2 3 Hang Nn DOJt tat C—ty� - Ii a Lot Lcrtp; fa a Ad,—of wen site Lake Hazel Road _ - -'� Cm ewi a SO 98 I LL eik~_ sm.name _ a Joe 199 Sand&O 4.USE: isa WDomeap DM-elpel OMonitor ❑impatlon a 19M 205Sa ]( ElThormd Ejk*,Han i7odmr . 5.T'ylaE OF 1hF(�R1C:zhaptnpn�apply �� (❑%NaN Wdl []Modify ❑Ahewanment Dearer S.DRILL METHOD: WAir R—y ©Cable lElMad Ronny [loth. 7.SEALING PROCEDURES: seauFd4w paac aaotn4r nerrtop Metafrl Fram io gAIL Be 50 5001bs r Wasdrl..rw,e—d4-XY ❑N Shoe Depth{6}-pgs was drive zhoe®altnted7 tMiLL— XY ❑N Hpw AIF 9.CASINGILINER: oremerer prom ro o Inemrier —N L— weieva Threvaad W +2 Sffiel W ❑ X 0 6fE FEalOid 6 76 St'ael X 0 d G Q ?CR L-ath all-dpipe fo feet L-40.fUlpipe0 ASIn 2 9.PERFORATIONSfSCREENS: ❑o.foremaa Nlettnd D Ir ppouF Qao�rrs Smeen Typo,I�nsan Completed Depth 200 (M—rabie) r:rom - ..ao:nro-a Nvo,u.r n.maa, -uv ttnrng giver of fa:Seueed 48 -195 .S Q 13. JU 1EWSCERTJFiCACATIOM .Q � LWeaera[y Mal aJl minimhm yell COaatrwljea sbrMaNs were wmpllCd yl1111 at —] ❑ no hme ma.rg raa removed. Company Name Yt a , jlllnn. - Firm No.560 10.STATIC WATER LEVEL OR ARTESIAN PRESSURE: 130 ft.heo.ground Ada an prewar^ lb. FIYm Omcnl Oea ry9 Depth fMvv Mcounwred209 _ -IL Dexrihe acpeapon ar mrrbNl and devices: _ Ddiler or opnalar Data ' (3gn arce F Firm 07jeal 60peran 208-440-6276 * bjarnoldpe@msn.com (21) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC z38--�V95 "IDA140 DEPARTMENT OF WATER RESOURCES sls5 - Office Use Only WELL DRILLER'S REPORT Inspected by Use Typewriter or BaNpoiM Pen Q Q 49 Twp_RgeSec_ ^ Z/4 1/4_1/4 1.DRILLING PERMIT NO. !]- C Tory 11.WELL TESTS: Let: L-i : _ Other IDWR No, -9 ii 7-/!�f !�- ❑Pump -Sailer Air p Flowi»g Artesian 2.OWNER: vl deamrn. D—,-, "" w r II l�nh>n {17�.11e t� Addresses r�farido_ State�y�Zip-�! Water Temp. A eottom hot temp. 3.LOCATION OF WELL by legal description: WateJ�oualiry terrorfGVlmmen s: !•� 5 Sketch map]ocation must agree with wrhten location. L�7t 1 O4 1 Depth first Water Encountered H a 12.LITHOLOGIC LOG:(Deacribe repairs or ahandonmem) way. Twp. •J�) w F1. To Rma erks:Lhhoiogy,Water Ot lity a Tempe e,re r Noi or South Ei E Age.�f _ Earl] �o�r" Wort Ll / Sec. ��1>4-q�-T/4 114 1' J-Czr-d pan Gov't Lot Caun�y L � ! S y --- s Address of Well Site Ir ii Lt,_ BIk. Sub.Name 1 ! 4 L- 4.USE: Domestic ❑vludi pal ❑Monitor Cl Imgabon $ Bel Thermal p Injection I-Other -SoIjd 5.TYPE OF WORK check an that apply (Repiaoemert etc.) X New Well ❑ Modify Abandonment r: Other 171 311 6.D`�RILL METHOD " a }r Air Rotary ❑Cable ❑ Mud Rotary ❑Other r• ! ff /2 7.SEALING PROCEDURES 24 MiJFILTER.7 CK Wei METHOD Material Fmm 7e ��or pwnas S Was ddvs shoe used?XY i Shoe Deptli Was drive shoe seal tested? olY X How? - &CASINGILINER:..C--To - taut C-'it ISrer wgp¢e threaded r+rer rc� , �a � ❑ '� ❑ O ] El r� 0 ❑ 0 —44 Length of Headpipe !U Length of BTEit, T 9.PERFORATIONSISCREEHS Perforations Method I�Screens Screen Type _ Completed Depth 73 (Measurable} Date:started 5"2(5•n.�-lie.l Completed �'. (n' 9� Fmm arar ace Number Oamerar Mrtarial Casing miner I. ,5r' St. ❑ _ 13.DRILLER'S CERTIFICATION ❑ - VWe ca fily that all minimum well constructlon standards were complied with at the 4me the rig was removed.P Firm Nama 7 1� �I"1�1 Firm No. 5 10.STATIC WATER LEVEL OR ARTESIAN PRESSURE: f Jr7 —&�, ft.belowground Artesian pressure—In_ Firm Oflicia _ 6C.! Dare •o��J LO Depth flow EncouM&fed it, Describe access porter and control devices: Supennser er OperatD �. lLfL4.'`- Date -'1- t£iyn Dore it Him O'hera'3Opersmrl FORWARD WHITE COPY TO WATER RESOURC65 208-440-6276 * bjarnoldpe@msn.com (22) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: Rock Contractors Subdivision File No.: 10199-A Meridian Road - Meridian, Idaho Caic By: B. Arnold Client: Trilogy Development Date: 10/20/18 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 10 Assumed GE = Gravel Equivalent R = R-Value = 20 By Soil Test GE= 31.2 Inches ACHD HMA, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 4.0 Inches ACE= 10.0 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 16.8 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 4.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 17.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 4.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 17.0 inches 208-440-6276 * bjarnoldpe@msn.com (23) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: Rock Contractors Subdivision File No.: 10199-A Meridian Road - Meridian, Idaho Caic By: B. Arnold Client: Trilogy Development Date: 10/20/18 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 By ACHD GE = Gravel Equivalent R = R-Value = 20 By Soil Test GE= 18.9 Inches ACHD HMA, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.0 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 9.5 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches 208-440-6276 * bjarnoldpe@msn.com (24) Post Office Box 190537 * Boise,Idaho 83719 CONSITE SULTING, LLC Contracted R-Value Results Pavement Engineering inc. Reddhg•Ssn Luis Obispo Capra'.=e1S RL 1 QC•QA RESISTANCE R VALUE TEST ASTM D 2844 Laboratory No.: L181783 Project No.: 180096 Sample Date: September 6,2018 Report Date: October 4.2018 Client: Site Consulting LLC Project Name: 2018 Laboratory Testing Sample Description: Brown Sandy Clay Sample Location: Rock Contractor TP-1 18199 100 -- — — 90 --- — — — 80 a� 70 60 -- — 50 c — — — — 40 n 30 m 20 -- 10 0 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) -+-Resistance Value Test —300 P.S.I. Specimen No. 7 8 9 Moisture Content(%) 20.0 21.6 19.2 Dry Density PCF 100.3 98.0 101.8 Resistance Value R 22 16 43 Exudation Pressure(PSI) 300 137 575 Expansion Pressure 104 52 199 As Received Moisture Content °/ 20.0 RESISTANCE VALUE AT 300 P.S.I. 22 Reviewed By: Brandon Rodebaugh acsw"'F,e Materials Engineer 208-440-6276 * bjarnoldpe@msn.com (25) Post Office Box 190537 * Boise,Idaho 83719 CONSITE SULTING, LLC Pavement EngineeHng Inc. Redti •San Luis Obispo Cettrans4/AhfRL/QC•QA RESISTANCE(RI VALUE TEST ASTM D 2844 Laboratory No.: L181776 Project No.: 180096 Sample Date: September6 2018 Report Date: October 3.2018 Client: Site Consulting LLC Project Name: 2018 Laboratory Testing Sample Description: Brown Sandy Clay with Gravel Sample Location: Rock Contractor TP-4.18199 100 -- -- 90 - - 80 - - 70 -- 60 -- 50 -- 40 Ln - -- — 30 --- — 20 --- 10 0 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) -�-Resistance Value Test —300 P.S.I. Specimen No_ 10 11 12 Moisture Content %) 30.5 28.3 27.6 Dry Density PCF 85.6 87.3 87.0 Resistance Value R 18 46 77 Exudation Pressure(PSI) 102 323 573 Expansion Pressure 17 22 35 As Received Moisture Content % 17.1 RESISTANCE VALUE AT 300 P.S.I. 43 Reviewed By IL Am Brandon Rodebaugh AASXTO R16 Materials Engineer . . ;ra since 1957 208-440-6276 * bjarnoldpe@msn.com (26) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC Bedrock Rock Profile Data Rock Contractor Subdivision Point Depth Location Point Depth Location 400 None 43 33 0.41 -116 23 50.49 430 None 4333 13.25 -116 23 54.38 401 6.50 43 33 1.01 -116 23 50.51 431 None 4333 13.35 -116 23 53.02 402 5.50 43 33 1.75 -116 23 50.45 432 None 4333 13.35 -116 23 51.33 403 4.00 43 33 2.43 -116 23 50.48 433 None 4333 13.13 -116 23 49.95 404 9.00 43 33 3.12 -116 23 50.53 434 None 4333 13.78 -116 23 48.65 405 9.00 43 33 3.09 -116 23 50.05 435 None 4333 13.39 -116 23 47.84 406 7.00 43 33 4.15 -116 23 49.79 436 None 4333 13.25 -116 23 46.39 407 5.50 43 33 4.28 -116 23 49.50 437 None 4333 13.41 -116 23 45.26 408 8.00 43 33 4.30 -116 23 50.99 438 None 4333 14.08 -116 23 21.28 409 5.50 43 33 4.34 -116 23 52.63 439 None 4333 13.10 -116 23 42.59 410 None 43 33 4.32 -116 23 59.14 440 None 4333 13.17 -116 23 41.51 411 None 43 33 3.45 -116 23 53.89 441 None 4333 13.23 -116 23 39.44 412 None 43 33 2.19 -116 23 53.91 442 None 4333 12.36 -116 23 45.02 413 4.00 43 33 1.79 -116 23 50.71 443 8.50 4333 11.39 -116 23 45.06 414 11.00 43 33 1.68 -116 23 53.11 444 7.00 4333 11.17 -116 23 46.58 415 None 43 33 1.77 -116 23 54.57 445 0.00 4333 11.50 -116 23 48.22 416 10.50 43 33 1.77 -116 23 55.10 446 10.00 4333 11.36 -116 23 49.27 417 8.00 43 33 5.46 -116 23 54.12 447 9.00 4333 11.31 -116 23 50.84 418 12.00 43 33 6.72 -116 23 54.33 448 6.00 4333 11.33 -116 23 57.08 419 13.00 43 33 7.33 -116 23 53.62 449 12.50 4333 11.33 -116 23 54.04 420 None 43 33 6.52 -116 23 53.02 450 None 4333 13.15 -116 23 40.96 421 8.00 43 33 7.85 -116 23 54.40 451 None 4333 13.20 -116 23 45.00 422 None 43 33 8.74 -116 23 54.15 452 12.00 4333 13.20 -116 23 46.54 423 7.50 43 33 9.02 -116 23 54.29 453 None 4333 11.30 -116 23 41.60 424 3.00 43 33 9.16 -116 23 54.95 454 None 4333 13.23 -116 23 41.75 425 3.00 43 33 10.37 -116 23 55.51 455 6.00 4333 10.39 -116 23 44.99 426 None 43 33 10.53 -116 23 53.93 456 12.00 43 33 9.28 -116 23 44.95 427 9.00 4333 11.17 -116 23 54.30 457 5.00 43 33 8.39 -116 23 44.87 428 8.00 4333 12.25 -116 23 54.10 458 5.50 43 33 7.77 -116 23 44.99 429 12.00 4333 12.69 -116 23 52.92 459 4.50 43 33 7.03 -116 23 45.05 208-440-6276 * bjarnoldpe@msn.com (27) Post Office Box 190537 * Boise,Idaho 83719 SITE CONSULTING, LLC Bedrock Rock Profile Data Page 2 of 2 Point Depth Location Point Depth Location 460 4.00 43 33 5.82 -116 23 45.00 490 None 43 33 6.86 -116 23 50.13 461 4.00 43 33 5.82 -116 23 44.13 491 None 43 33 6.93 -116 23 51.42 462 5.00 43 33 5.11 -116 23 44.18 492 3.00 43 33 8.98 -116 23 54.80 463 None 43 33 7.00 -116 23 51.43 493 4.00 43 33 8.97 -116 23 55.59 464 None 43 33 6.82 -116 23 50.50 494 9.00 43 33 11.25 -116 23 54.09 465 5.00 43 33 7.12 -116 23 48.81 495 10.50 43 33 12.54 -116 23 53.98 466 6.00 43 33 6.99 -116 23 47.26 496 None 43 33 10.11 -116 23 48.94 467 5.50 43 33 6.95 116 23 45.73 497 10.50 43 33 10.95 -116 23 46.03 468 None 43 33 9.90 -116 23 41.75 498 5.00 43 33 7.59 -116 23 45.69 469 14.00 43 33 8.86 -116 23 41.19 499 7.00 43 33 8.24 -116 23 45.81 470 None 43 33 7.86 -116 23 41.63 500 None 43 33 9.98 -116 23 42.00 471 None 43 33 6.96 -116 23 41.58 501 None 43 33 10.86 -116 23 42.16 472 13.00 43 33 6.24 -116 23 41.49 502 None 43 33 9.38 -116 23 44.23 473 12.00 43 33 4.50 -116 23 44.29 503 None 43 33 8.82 -116 23 43.48 474 1 7.00 43 33 3.92 -116 23 44.32 504 None 43 33 8.91 -116 23 42.54 475 5.50 43 33 2.63 -116 23 44.09 505 9.00 43 33 8.76 -116 23 41.88 476 5.50 43 33 2.65 -116 23 45.25 506 None 43 33 11.17 -116 23 43.37 477 None 43 33 2.71 -116 23 45.28 507 None 43 33 11.24 -116 23 42.22 478 1 7.00 43 33 2.63 -116 23 42.78 508 None 43 33 12.47 -116 23 44.22 479 4.50 43 33 2.71 -116 23 41.61 509 None 4333 12.76 -116 23 43.62 480 3.00 43 33 2.68 -116 23 40.23 510 None 4333 12.95 -116 23 41.88 481 6.00 43 33 2.87 -116 23 40.08 482 None 43 33 0.44 -116 23 44.48 483 10.00 43 33 1.57 -116 23 53.10 484 None 43 33 0.44 -11623 57.13 485 None 43 33 0.52 -116 23 50.59 486 10.00 43 33 3.57 -116 23 50.59 487 7.00 43 33 3.81 -116 23 50.18 488 None 43 33 4.26 -116 23 54.20 489 None 43 33 5.74 -116 23 54.07 Nothing follows 208-440-6276 * bjarnoldpe@msn.com (28) Post Office Box 190537 * Boise,Idaho 83719 V Q o 0 1MENEM IT 0 PRELIMINARY PLAT FOR Cm W w� •- z F- w� ; 5113123DIA BRIAR RIDGE SUBDIVISION 4) z 1 N*t 5570 S. MERIDIAN RD. I O <0 wN Z o w o A PORTION OF NE 1/4 SE 1/4 OF SECTION 36 = a N J Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN �'O�A - 1 sS. MER 8A ADA COUNTY, IDAHO W z 5385 S. MERIDIAN RD. W Z I � w 0- 1 2021 N89'21'32"W 1283.52' LEGEND >% W z • -- -- -- -- -- -- -- -- -- Q J• -- -- -- -- -- -- -- - - - - _ _ W QUARTZ CREEK ST. � Z o - - - - _ _ _ _ _ 4 EXISTING CONTOUR 'E �n i S89 21 32 E 1251.50 L3 !c z o M --- 1 S.3 S. 1 BUILDING ENVELOPE (SETBACK LINE) 1 W o 0 7101m, I RIGHT-OF-WAY LINE \ J m 4 zw BLOCK 2 Q 1 LOT LINE �\ ON CATER V � m O Q W BLOCKRRIRR GRAVITY IRRIGATION LINE c AL 0 0 Q 0 ® O 0 s s SEWER LINE ��/NS �" Z 8 9 10 11 � I W W NAL O3 Q ® I WATER LINE �yT CD Fiy�, ZN I RI RI PRESSURE IRRIGATION LINE \�F"'� ����' �G\STFQ�O�ji�<0 .� < -113 j 1 S° S° STORM DRAIN LINE ® W JARVIS ST. i i W JARMS ST. 1I rn N NVON ROAD CENTERLINE Nft r C� 0 1 �1 0 i ROLLED CURB/GUTTER AND SIDEWALK ¢ 9TF �pQ � C.) 5 O 2 O I R7824220044 = 09 OFCA I 10 9 8 7 6 5 4 3 2 1 O O O 39 LLC LOT NUMBER E SHAPER VIEW DR. � �_ A. g P O O O 3,570 s.f. _ 6 3 3 LOT AREA BLOCK 3 Q Q O °� m BLOCK 7 BLOCK NUMBER CHECKED BY: I t- o DAVID A. BAILEY P.E. 4 4 °' PROJECT N O w � N I FLOW ARROW DRAWN BY: 7 Q O J O J Q (3 1 W. ASHTON DR. STREET NAME SITE CC) L4 IN ■ Is ■ IN IS 8 HANDICAP RAMP Z i W HELIOTROPE 1 N vi o ST. © 1 ____ HYDRANT 1 STREET LIGHT � 14 O ---- - 7 _ \ SHAFER O O SURVEY LEGEND V� IEW DRIVE LOCK 15 3 15 0 19 ® 21 ® O Y BENCHMARK V 0 IET 5/8" 18 IRON PIN w/ RED CAP FOUND BRASS CAP MONUMENT \ ® ® ELEV(NAVD88)=2741.17' \ jl m O FOUND ALUMINUM CAP MONUMENT "'• �' ® rn \ SHAFER VIEW ESTATES SUBDIVISION 11 11 I O FOUND 1/2" IRON PIN \ . M I u ■ ■ ■ ■ ■ IM 0 \ \ oj W AVENTURINE ST. , 1 CALL. POINT \ o�z Y maw w U O O Lj z o m 5 W AVENTURINE ST. 04 o SpN 3 O FOUND 5/8" IRON PIN co Ofr to1" -- -- PROPERTY BOUNDARY LINE 04 T�Rq� O BL K 310 OOO ® O0® O 1 00® 0© 0 Q 10 11 1© 1©® 3 Ip SECTION LINE \ _ 6 O Z Q 8 15 00 Z - BOTTOM OF DITCH Q N �� H (n ® BLCCK 7 m ALLEY a ALLEY N ' E. SHAFER VIEW DR. o \ I = O 3 1 2 3 4 5 6 7 8 9 vi � Y I w o \\ J 1 00® 0 6 0®0 10 11 1 00 ®0©0 8 Q 10 11 1© 1© 14 1 (n � \� Y 10 z I LAKE HAZEL ROAD LAKE HAZEL ROAD W ROCK CRYSTAL ST. 1 m 1, W ROCK CRYSTAL ST. C5 N 1 CA Q OD z �ni Q STA ESKE EL STOCKER 1 OO 03 ® 05 © OO 14 © SUBDIVISION SUBDIVISION (AVICINITY MAP �� © ® 0 15 30 105 0 o I � � ,�_ BL K 8 ® 0 1 - 500, vi © O Q © 6 W 1 R7824220180 1 0 (p rJ 1 J Z I E SHAFER VIEW DR. JQ Y 8O N 1 CHAMBERS JAMES D 1 r OO o © 18 © 18 m w 10 m 3 0 �9 07 19 ,0 v; I I W CHRYSOCOLLA ST. z ,1 ® ® ® ® 11 N CA ; PLAN SHEET NDEX W 1© 92, Q9 21 @ m ,o ® 10 15 CA , SHEET DESCR PT ON w e OCK 1 5 __ W. HOWLITE ST. P P 1 - INDEX MAP , NOTES , AND VICINITY MAP , o -- -- -_ -- -- -- -- ----- -- -- - N89'12'25"W 1257.74' - w PP - 2 PRELIMINARY PEAT, COMMON LOT TABLE AND STREET DETAILS N o 5 PP - 3 CONCEPTUAL ENGINEERING , LINE AND CURVE TABLES MERIDIANN R z R w S MERIDIAN D. - Q: Z BRIDGE EMMETT & BEVERLY FAMILY TRUST PP - 4 OFFSITE CONCEPTUAL ENGINEERING AND STREET DETAILS PP - 5 CONCEPTUAL SEWER PROFILES U PP - 6 - CONCEPTUAL SEWER PROFILES AND PARCEL TABLE 0 1 Z V) cy) e I� o NOTES: DEVELOPMENT FEATURES ®in W I I I o 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL ACREAGE OWNER Z LOTS. TOTAL PARCEL-38.86 ACRES ENDURANCE HOLDINGS LLC 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD TOTAL LOTS-274 1977 W OVERLAND ROAD ZONE. REFERENCE FIRM PANEL 16001 CO250J REVISED OCTOBER 2, 2003 TOTAL DWELLING UNITS-227 MERIDIAN, ID 83642 BUILDABLE LOTS- I SF RESIDENTIAL-227 DEVELOPER 0 1 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, DETACHED- 123 CHALLENGER DEVELOPMENT STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET TOWNHOUSE- 104 1977 W OVERLAND ROAD ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT COMMON LOTS-47 MERIDIAN, ID 83642 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE AVERAGE LOT SIZE-3833.77 I I I 10 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE MIN. LOT SIZE- 2082.00 ENGINEER W SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND MAX. LOT SIZE-7979.49 LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A DENSITY DU/ACRE-5.84 DAVID A. BAILEY, P.E. PUBLIC STREET. COMMON AREA-7.70 ACRES- 20.1% BAILEY ENGINEERING, INC. r n � USEABLE OPEN SPACE- 4.52 ACRES- 11.8% 1119 E. STATE ST., SUITE 210 ( J i 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE EAGLE, ID 83616 o W ----------------------------- S.36 S.31 APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ZONING 208-938-0013 ISSUANCE OF THE BUILDING Q _ _ _ EXISTING - R4 PLANNER/CONTACT - N89.03'25"W 1329.01' PROPOSED-TN-R S.01 S.06 JANE SUGGS 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH GEM STATE PLANNING, LLC LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF SEWAGE DISPOSAL GEM W. CABLE CAR, SUITE 101 0 THE BOISE - KUNA IRRIGATION DISTRICT. MERIDIAN CITY SEWER BOISE, ID 83709 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE 208-602-6941 PONDS AND SUBSURFACE FACILITIES AS APPROVED BY ACHD. WATER SUPPLY MERIDIAN CITY WATER 7. LOTS 1 AND 8, BLOCK 1, LOTS 1, 2 AND 13, BLOCK 2, LOTS 1 AND 12 0 BLOCK 3, LOTS 1 AND 17 BLOCK 4, LOT 11 BLOCK 5, LOTS 1 AND 9, BLOCK CITY Q 6, LOTS 1 AND 9, BLOCK 7, LOTS 1 AND 8, BLOCK 8, LOTS 1, 14 AND 18, BLOCK 9, LOTS 1, 7, AND 11, BLOCK 10, LOTS 1, 7, AND 12, BLOCK 11, LOT MERIDIAN CITY e 5, BLOCK 12, LOTS 1, 6 AND 11, BLOCK 13, LOTS 1, 8 AND 15, BLOCK 14, LOTS 1, 8, AND 15, BLOCK 15, LOTS 1, 8 AND 15, BLOCK 16, LOTS 5, 12, SCHOOL DISTRICT AND 19, BLOCK 17, LOTS 5, 12, AND 19, BLOCK 18, AND LOTS 1, 8, AND 15, WEST ADA BLOCK 19 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRIAR CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. FIRE DISTRICT 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE MERIDIAN PHASE CONTAINING THE STRUCTURE. DATE: IRRIGATION DISTRICT 04-07-2021 NAMPA MERIDIAN 100 0 50 100 200 PROJECT: IRRIGATION DISTRICT C2015-022 SCALE: 1 " = 100' SHEET Q O U Q c i PRELIMINARY PLAT FOR ._ L Z _c� w� o BRIAR RIDGE SUBDIVISION Z S1 2361 41 820 w N o _ 5385 S. MERIDIAN RD. (5A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 •- a N Z a TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN W N MERIDIAN, ADA COUNTY, IDAHO W z Z I 2021 W Z -- -- -- �-- -- -- - -- -- - _ __N89'21'32"W 1283.52' -- -- -- -- -- a L1 W Lu J - - 13s' -o - - -- -- ss1' - -- -- W QUARTZ CREEK ST. -- -- -- -- -- -- -- -- -- -- •� 1 4 MENEM C3 0 - - - - J / LJ ° co _ _ 462' cc - - - - - - - - - - - - - - - S89'21'32"E 1251.50' - - - - - - - - - - - - - - L3 Q / � - - - - - - - - - - - - - - S.36 S.31 _j m - LEGEND N O 1 I 1 ! I Common Lots 00 1 a i EXISTING CONTOUR 61' SO' 50' 60' 50' 50' 60' 50' 60' SO' �O, w Lot Area Perimeter DESCRIPTION - - - - - - - - - - BUILDING ENVELOPE (SETBACK LINE) 115' I I� 51' 50' 50' Bou LOCK 9 67 118 BLOCK 1 Lot 1 OPEN 5201 313 IRRIGATION LATERAL S�pNAL FN BLOCK 2 RIGHT-OF-WAY LINE S G 2 BLOCK 1 Lot 8 OPEN 1613 251 BUFFERS ENDCAPS ��' G\STER �iJi� O 1,56 sf o Q I LOT LINE 5,750 s.f. ol} N �' I BLOCK 2 Lot 1 OPEN 22012 1260 IRRIGATION LATERAL Q _ Q w RR R� GRAVITY IRRIGATION LINE N 115' N 3 o O o ® o O o © O ® O 10 11 12 0 13 IN O 0 0 0 © rn 7,979 s-f. o a I s s BLOCK 2 Lot 2 OPEN 1567 243 BUFFERS ENDCAPS N�� 2 03 ® O 5,132 s.f. L SEWER LINE BLOCK 2 Lot 13 OPEN 5150 307 IRRIGATION LATERAL r - 6,649 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 9 QP I Z 5,500 s.f. 6,600 s.f. 5,500 s.f. � 5,577 s-f. r- 5,500 s.f. 5,500 s.f. 5,395 s.f. w W WATER LINE 3 IJ U) BLOCK 3 Lot 1 OPEN 94887 2145 OPEN SPACE 9 �� 6,900 s.f. Z I ® BERM W/ CONCRETE P' P PRESSURE IRRIGATION LINE AID A. B P BLOCK 3 Lot 12 OPEN 1639 252 BUFFERS ENDCAPS 7,673 s.f. WALL C SEE SD so STORM DRAIN LINE Q 0 50 0 50 0 60 0 60 50 LANDSCAPE BLOCK 4 Lot 1 OPEN 1613 251 BUFFERS ENDCAPS I V 5 50 p 115' - - - - _ _ _ __ CHECKED BY: in N -# _ _ W JARVIS ST. - - - ROAD CENTERLINE I 1�� a BLOCK 4 Lot 17 OPEN 1639 252 BUFFERS ENDCAPS DAVID A. BAILEY P.E. ��- 652' - - - - - - - r - - _ _ W_JARVIS ST. _ O w ROLLED CURB/GUTTER AND SIDEWALK DRAWN BY: O - Gj5 BLOCK 5 Lot 11 OPEN 1410 248 BUFFERS ENDCAPS DAB I 4 � - - I 229' R 5,750 s.f. M I O " N i N t0 LOT NUMBER 11s' 1 1 6,0 9 s.f. I m 3,570 s.f. LOT AREA BLOCK 6 Lot 1 OPEN 2641 249 BUFFERS ENDCAPS BLOCK 6 Lot 9 OPEN 1894 234 BUFFERS ENDCAPS o OY BLOCK 7 BLOCK NUMBER BLOCK 7 Lot 1 OPEN 2829 252 BUFFERS ENDCAPS O 313r 12 117' o 2 v m 5,750 s.f. 1,639 sf I O 00 O N w Z FLOW ARROW BLOCK 7 Lot 9 OPEN 1846 233 BUFFERS ENDCAPS 30' 4,060 s.f. 4,048 s-f- 1 Q O I W. ASHTON DR. STREET NAME �' © 11 ® O O 10 O ® O O �, 3 105' I O BLOCK 8 Lot 1 OPEN 5317 492 BUFFERS ENDCAPS HANDICAP RAMP 11S 6,197 s.f. O BLOCK 8 Lot 8 OPEN 5373 493 BUFFERS ENDCAPS 6,803 s.f. 5,750 s.f. � 6,900 s.f. 5,750 s.f. � 6,900 s.f. 5,750 s.f. � Sp' O � I 5,750 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. N M 0 125' r+•i HYDRANT 3,990 S.f. 3,990 s.f. I BLOCK 9 Lot 1 OPEN 16294 1080 COLLECTOR BUFFER © 3 105' 0) STREET LIGHT BLOCK 9 Lot 14 OPEN 6489 360 IRRIGATION LATERAL s,7so s.f. BLOCK 3 105' 1 1 � O; a 1 bo Iw w I BLOCK 9 Lot 18 OPEN 45966 2648 ARTERIAL BUFFER 59' 41' 9' 50' 60' S0' 50' 60' 50' 60' 50' ® M n ® Q 6,250 s.f. 115' 15' o o I 3,990 s.f. 3,990 105'S f I� 125' BLOCK 10 Lot 1 OPEN 1406 225 BUFFERS ENDCAPS 50 8 ' 16 la 105' 20' Q 1 SURVEY LEGEND BLOCK 10 Lot 7 OPEN 4954 304 IRRIGATION LATERAL 5,750 s.f. 1,613 sf 5,803 s.f. 00 O a) 3,990 s.f. °° IC01 12 ' I I BLOCK 10 Lot 11 OPEN 1326 223 BUFFERS ENDCAPS 115' o w 3,990 s.f. 6,250 s.f. p� I ra FOUND BRASS CAP MONUMENT 00 a } 105' �+•� a BLOCK 11 Lot 1 OPEN 1351 218 BUFFERS ENDCAPS w I FOUND ALUMINUM CAP MONUMENT ( o 105' J m 125' BLOCK 11 Lot 7 OPEN 4992 305 IRRIGATION LATERAL io © � Q ') © V O FOUND 1/2" IRON PIN LW HELIOTROPE ST_ ,_ 17 1 BLOCK 11 Lot 12 OPEN 1520 227 BUFFERS ENDCAPS 139' i 5,750 s.f. 0 3,990 s.f. 3,990 s.f. (/� 13 I___ 105' I 115' RA 105 ``` 6,250 s.f. m 1 CALC. POINT BLOCK 12 Lot 5 OPEN 11481 1064 OPEN SPACE I ro P 1 O FOUND 5/8" IRON PIN BLOCK 13 Lot 1 OPEN 1000 198 BUFFERS ENDCAPS 1 1 I 13 --�-- - 7 -- -- s,7so s.f. PROPERTY BOUNDARY LINE BLOCK 13 Lot 6 OPEN 993 210 BUFFERS ENDCAPS O 1,613 sf I I 14 0 _ -_- ___ _ BLOCK 13 Lot 11 OPEN 781 185 BUFFERS ENDCAPS Ln 115' SECTION LINE BOTTOM OF DITCH BLOCK 14 Lot 1 OPEN 4973 286 OPEN SPACE O I BLOCK 14 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 50' 50' S0' 50' 50' ® � "0 M 62' 6,604 s.f. 51' S0' 50' 1 00 115' I 14 0 3,91 0 ,s.f. 3,990 s.f. 53' 105 5,750 s.f. BLOCK .3 Y Y 105' I 15 BLOCK 14 Lot 15 OPEN 756 177 BUFFERS ENDCAPS 115' I O Q M O O I 6,011 s.f. BLOCK 15 Lot 1 OPEN 651 177 BUFFERS ENDCAPS in O 3,990 S.T. J 3,990 s.f. BLOCK 15 Lot 8 ROAD 4911 293 PARKING m m I 125 I 24 25 23 18 19 20 21 22 105' 105 6,s35 s.f. 1 BLOCK 15 Lot 15 OPEN 1136 201 BUFFERS ENDCAPS � 15 LO 0 I 5,821 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 1 Q 16 122' 5,797 s.f. 5,356 s.f. 12 M a0 O " LO BLOCK 16 Lot 1 OPEN 910 193 BUFFERS ENDCAPS 1 s2' , 3,992 s.f. 3,990 s.f. 3 6,250 s.f. a j �1 4 "1 106' 105 7' BLOCK 16 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 125' 7,892 Os f 50 5 50 0 5 1 0 1 1 -co �, 11 BLOCK 16 Lot 15 OPEN 785 184 BUFFERS ENDCAPS 10 O M I 326 sf I BLOCK 17 Lot 5 ROAD 5169 293 PARKING M 3,990 s.f. 4,097 s.f. 105 zzzzl 17 144' C11 236' W-AVENTURINE ST. _ ;, BLOCK 17 Lot 12 OPEN 21248 1437 OPEN SPACE - - - - - 198' �` 44 12 d• 6,815 s.f. eW- _ - _ _----- s2 sf a I BLOCK 17 Lot 19 ROAD 5180 293 PARKING to 7,412 s-f. - _ W AVENTURINE ST._ w I O 1 / 4 ' C8 176' - - 68'- BLOCK 18 Lot 5 ROAD 5220 294 PARKING N �, I � BLOCK 18 Lot 12 OPEN 19301 1430 OPEN SPACE O 117' f� 33 1 01 Z °� 04 O BLOCK 18 Lot 19 ROAD 5176 293 PARKING 1 02 0 03 0 ® o Q o © o O 01 ® � 9 w w LOC 14 6 1 _ _ ' BLOCK 19 Lot 1 OPEN 967 194 BUFFERS ENDCAPS 3,674 s.f. 894 sf N I w I BLOCK 19 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 6 3,572 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f� 3,570 s.f. m w 1 6,456 s.f. I } O ° N N ,/� N Cfl N M N m ^1 A 34 ^13 N N M N N 00 N N (^jl N N O O O O O O O O O O 0 r n 1 5 3 1 _ 1 N N N o0 I O BLOCK 19 Lot 15 OPEN 767 183 BUFFERS ENDCAPS z BL K I I N N N N N N ti LO 75 p sf r F N a 115 W M rn M rn rn rn rn ao 04 I 34' 34' 34' 34' 34' 34' 34' I Z 1 I U 0 '_1J I N N} oN w ALLEY '1 : 4,600 s.f. Q N W r• .I • . ..I :I : ._I 1.�4 .'pTI '' i h•:'..I A' 26''• 24'.I 24 .i :29'; 29 4'. ' I' 0 3 34' 34'EP 3 34' 34' 34' 34' Q 1 29'' 24' "24'' '24'� :24': 29` 29' 24'1 24 '24'. :24': 27" •y W 115' I 1 Q BL K 1,000 Sf ALLEY N I 1 ALLEY 8 0 0 z 651 sf 945 sf N �IN V 0 N Z4'' 2'4' 29' 28°: 4' 24' ' a• n9:: :244' 2 a 2¢'. 2¢',. ro L 2T. I' ' 1 :, I. :, I- oo �`i 61 1,z4',{ I 2¢..I (24'; I, 24:<I '24' •29'j - 1 b :.I l 2g W W p 4,600 s.f. Z 1.I L 4. .I Lu 115' I 9 1 1 W Q 1 O o O o ® 0 5 0 6 0 7 0 $ 0 1,84 sf io 'I U I Z O O rn O - 3 570 s.f. O in •rn - I f� rn � I 3,570 s 3 570 s.f. rn 3 570 s.f. 3 570 s.f. - rn rn a 93 570 s.f. - rn O N 3,580 s.f. w 6 w 1 � 1 1 rn rn - 0 0) a � N 1 P/L P/L 4,600 s.f. rn 16 781 sf m N rn rn rn rn rn w 47 -U„ UI • � . O N O O O '0 O I N �o M N In m rn ro O N " 33'-0» 115 N N N N N N N N N N N r N r ' V c r� N O u� O O 00 4 f O N 28' N N _ h N N «J r r N ' ` N ( UO 3 N N N N - N N N N N N 42' 16'-6" 16'-6" 10 LOCI 1 - - I 1'-0" 1'-0» 4,600 s.f. I - f 6 I t-4 - I 5'-0" 8'-0" 8'-0" 5'-0" 4 2 ¢ 15 I Z W ROCK_CRYSTAL ST. _ �, � cs � 1,1316 s 115' - - 0 263' ro �- - - - - - - - - - , C3 248' _ _ _ _ _ W ROCK CRYSTAL ST28' 4,600 s.f- 0 ' 910 sf xx N J - - - - 1 O I r Y 11s' �I 967 sf O SLOPE 2.00% SLOPE 2.00% -10 A" Asignz, to 12 I I 2 �• _ R. m 4,600 s.f. O .N N O N 23 cv Cv O N °i 23 s 2,717 s.f. 94. - - 511 s.f. - - �4 N •. O N I r 115 '0 2 n 1n n n - 2 539 s.f. 88' - 88 2,539 s.f. 2 537 s.f. - 2 718 s.f. a 4" - 3/4" MINUS 3 4 5 6 4 sT - _- - s4 W CONCRETE O 7 O . . I O O O CRUSHED GRAVEL SIDEWALK (TYP.) Z I I O N:': O N 22 w �� ..: 02 22 O I 4" - 3 4" MINUS CRUSHED 13 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 3' 2,250 s.f- -- - 2,082 s.f. - N N '. O N I 2 1/2" ASPHALT / o n 2104 s.f. 88' gg' 2,104 s.f. _ c�. 4,600 s.f. N 94' -- -- 87 2 104 s.f. - g¢'[2,250 s.f. 1 ® . : - 88' - - 1 PAVEMENT GRAVEL (COMPACTION REQUIRED) I ' I BLOCK 8 N ti O N O J O 21 r, - W 115 I I 2,250 s.f. _ V 2,oa2 s.f. 2104 s.f 8 U' z,104 s.f. N N U N N''.' Y ® n , STANDARD ROLLED OR 6" VERTICAL $ 94' -. _ --' -- 2,104 s.f -- 4' 2,250 s.f. `�� RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER PLANS 14 I N 36' 36' 36' 36� 36' 36' OS I-N'_]J!� ® �, 20 4 20 m •.:-�, �.'..:� � 5 I I TYPICAL STREET SECTION 4,600 s.f. I 2,2so s.f. 2,s16 s.f m -_°' N O I 12" - 6" MINUS PIT RUN } 2,54 f. 2,542 s.f. N Cv m O a 115' I I © s4' J 87 s8 88 2,s --' } -- g¢ 2,250 s.f. I NOT TO SCALE n TJ - - - - -- - - - - W l0 15 NI 2,2s0 s.f.. - Q W - J N, O Js��- 19 f f Q 94 2,250 s.f. BERM W/ CONCRETE rn WALL - SEE V / 0 4,600 s.f. I I 119 8 LANDSCAPE 115 14 13 12 11 �' 10 O 2,7s.g4 ._ 8 cO1r '-' 2,719 s.f. 9 5 45 S _ -= o 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. - - - - - - 94 16 I 1 0 4,671 s.f. O © ° 18 O 12 - -- W N T'• �' '• 6 N 18 T..� 2,719 s.f. = N T g7' 2,516 s.f. C14 O N 2,542 s.f. 88' 2,542 s.f. 2 542 s.f. IQ P/L P/L 6 94' 2,719 s.f. 42'-0" \ 6 s �0 I 10 :TN N:. .. 07 17 s i� 00 07 17 - W 1 / 2,250 s.f. _ w N N N N w 04 10 Z I 8T 2,082 s.f. 2,104 s.f. 88' 2,104 s.f. �2,104 s.fN F28 -0"19 _ W_CHRYSOCOLLA ST. 11 j� --'' ® 16ag' __ ss, - s4' 2,2so s.f. IN T,639 s - - - _ - -- 309' V N N.'.: Y N Y N .N• .. Y ® 16 �C Y 1 1 w 1 w I 1'-0" 8 -0 5'-0",» 0 2,250 s.f. 2,082 s.f. 1 N N (� N N- '' U W 1 5'-0" 8'-0" 14'-0" 14'-0" Q 1 1 1 2 u� 20 2 104 s.fcl 721 20, 8' 2,104 s.f. 2,104 s.f. 20, - �' 2,250 s.f. (� WN 15 :'•:N � '. .. '� m 12 , wo 12'-0" 12'-0"1,410 sf m . m m O 15 00N N •.N VN 2,250 s.f. -- -- 87 2,082 s.f. 2104 s.f -- 88' 2,104 s.f. s 13 ��: ."' 10 T --- :-- 88' -- -- 94' 2,250 S. fn I 94' 2 104 s.f. N , 14 10 2.250 s.f. 87' 2,082 s.f. N N.' N N 1 4 Na 13oo 94, - 2104 s.f. 88 2 104 s.f 2 104 s.f �'to _ _00z 14 �,... ;� ._�� •. 11 13 8 ' - 88' -- - s4 2,2so s.f. 218 v I a �-- SLOPE 2.00% SLOPE 2.00% >_ _ _ N N.'•• 1 1 13 .�: ..: 14 42 w 1 O Q O ® O © O ® O 1 0 la 2,71 - -- 2,511 s.f. N 2,51 s.f. --N N-� 2,s38 s.f. N N 2 5 N 2,709 s.f. rr R 86 D R• H4 D R• 85 j S. 5,821 s.f. 4,600 s.f. 4,600 s.f. 4,600 s-f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. LJ.I 88 4,600 s.f. � i 4" - 3/4" MINUSCONCRET O Q I CRUSHED GRAVEL SIDEWALK (TYP.) BLOCK 5 1(n _ 15 _ � W._ _W. HOWLITE ST. 745' _ _ 15 2 1/2" ASPHALT 4" 3/4" MINUS CRUSHED Q-78s s PAVEMENT GRAVEL (COMPACTION REQUIRED) m J 50' 40 40' 40' 40' 40' 40' 40' 40' 40' - - - - - - - - - 767 sf -� c0 66' N __ ___ e STANDARD ROLLED OR 6" VERTICAL N89'12' 5"W 1257.74' -- 42' RIGHT-O F-WAY CURB & GUTTER (TYP.) AS PER -- TYPICAL STREET SECTION PLANS 12" - 6" MINUS PIT RUN NOT TO SCALE DATE: 04-07-2021 PROJECT: 60 0 30 60 120 C2015-022 SHEET SCALE: 1 " = 60' KPP - 21 I I C"� p CD 12" PVC I �II = p In IE(N)=2737.28' /IIII MATCHLINE SEE LOWER LEFT - Q 12" PVC SHEET PP-4 CONCEPTURAL ENGINEERING FOR = � W \� I IE(N)=2737.25' ,-IRRIGATION BOX w/ GATES w I I Z F 8" �/ \ IE(S)=2737.28' TOP=2740.90' I L RCP \ 5"RRCP IE(N)=2738.15' (WEST PIPE) ;,- BRIAR RIDGE SUBDIVISION �, Z IE(E)=2738.46' I \ 15"RCP IE(N)=2738.05' (EAST PIPE) I Q� \IE(W)=2738 94' /\ \ 12" PVC 18"PVC IE(SE)=2733.60' III I I ■_ a ` \ IE(W)=2737.18' Z III I I /j ` I LLI mrn I I I / I Z -- -- \ Uj 15"RCP 15"RCP \ Q o o f / F9 w 7 1 \ - INV=2737.41' \ w� I ~I W w o Z_ I BARN \� \ ', INv-2738.10' - Q ----------_.�---- N Z I I c�i I / I ■si. � � \ v 2'3s \ NEW PRESSURE \ I I I / I Y il \ --- ---------- \�� SSMH \ \ z I I I I Z o m - �_--- ---�- - _ 1\ IRRIGATION PUMP - 1 I / W EGR - - - - _ - -\'Ec� 'R _ SSMHr - __ - - SSMH A3 -- vas - - \� - - - SSMH Al STATION 0 `_ j I/ I m o EGR w EGR W w w _ 1__ W _ - ZLu W W W w 2 ' W W W WNC)RWW I A Curve Table Curve Table Curve Table V m 3, c-cA w w - ---- -w` - w w w w mow_ w w w - i 2737- - - - -i--�-n�� � \i=��`�=s= _��-,� s=2736= \i - -j� _�� _ Curve # Radius Length Curve # Radius Length Curve # Radius Length / - -2737, - _ M - A - - - - - - I _ _ C1 50.00 77.91 C21 73.50 80.37 C41 26.50 11.56 -----------a / C2 50.00 77.82 C22 76.50 3.08 C42 276.50 54.00 SSN FNG SSMH OFFSITE-6 / I C3 300.00 56.62 C23 323.50 24.96 C43 125.00 14.98 Q� ii/v III A C4 100.00 22.96 C24 276.50 2.24 C44 29.00 20.55 N q q PI PI PI� I PI PI PI PI PI PI PI \ IIII C5 300.00 56.33 C25 276.50 12.30 C45 29.00 24.59 �� U HbuSE ' II \\ BLOCK - _ _ BLOCK 9 A P C6 100.00 22.96 C26 123.50 10.65 C46 76.50 14.87 TF OF v C7 100.00 19.44 C27 123.50 22.77 C47 323.50 8.32 "y q, BPN� SHED l 3 O �® O / \O ® O 1 Q - 2 11 _ 13 N C8 300.00 58.59 C28 123.50 50.14 C48 323.50 29.24 ' II » z �27 O a \O O O O5 \ CHECKED BY: L 1__ \ Nf f 3s_ _ \ \ « \ \ \ - IIII / C9 300.00 58.31 C29 123.50 45.87 C49 323.50 24.03 DAVID A. BAILEY P.E. SHED I _ram III V 1<3 - v N v IIIII / \ \ 27 ® III I C10 100.00 20.97 C30 123.50 41.78 C50 323.50 1.60 DRAWN BY: xl VIII « y a I SSMH B1 v SSMH Di / I C11 100.00 57.97 C31 76.50 45.17 C51 276.50 53.74 DAB v IIIo I _ w I C12 100.00 59.04 C32 123.50 27.41 C52 123.50 24.00 - -- \ SSMH D2/P °IIII A \ GARAGE I \ \ N3 W W w w w w w- w w w W w w w w w w w w w w-mow w w w_ _ W JARVIS ST.\ \ a C13 100.00 98.04 C33 123.50 10.75 C53 276.50 7.56 \ I I 4 - - - - _ _ - _ - _ - - - - - - - -� - - - W_JARMS ST. 2 40� -_ °- -- - ' \sue-• s s s s C14 55.00 14.37 C34 75.00 15.73 C54 276.50 3.10 BERM W/ CONCRETE - °oe- obvo I \ w a WALL - SEE \ !-- ------ - / III SSM AI L _ 1 i A X SSlvlk{ C2 \ - w 1 1 \ 9 LANDSCAPE C15 55.00 42.12 C35 323.50 17.83 C55 123.50 28.35 / p ���U \ \ \ SSMH C1 \ \ ` I j I�I // C16 55.00 30.38 C36 323.50 45.05 C56 76.50 17.56 ° 17 s 3 I I / C17 55.00 30.38 C37 76.50 58.16 C57 323.50 1.49 a o / x III m z�4 - 2 $SMH D3 III C18 55.00 39.80 C38 76.50 56.31 C58 323.50 26.67 /T C19 55.00 8.34 C39 76.50 4.87 I III C20 73.50 34.03 C40 26.50 29.73 \\ , 2742 7------ x - \ PI PI PI PI PI PI % % PI q % q � s 1 2 LINE TABLE � 2j438, � � , I II O \ rJ 12 I IRRIGATION BOX - -' -- 1 I \ _ $ I d w ___ o / I LINE BEARING LENGTH rzzzzzzzzj3 \ TOP 274214' IN � - � _ a II o1 I�w � - - 24"RCP IE(W)-2734.49' L1 N89'21'32°W 33.00 t J -2j J v I 18"PVC IE(NW)=2735.29' / » 3 13 9 Im v V III L2 N89'12'25"W 65.01 / / I I HELIOTROPE ST. W W � � � 744 1 42 �� i 6 • \ / / SSMH 1 IN RA 3 13� � � a 1 IJ I / L3 N89'21'32"W 32.01 74 - - �\ '�- -- SSMH A7 R / I L4 NO'34'27"E 20.00 I P L5 SO'37'38"W 20.00 I I I xn III O 2jg 274 3 I � III I " 11111 I � _ 14 v r - - 274_ 2j4 I \ o PI I PI PI -q A O 3 I x i PI T PI % $ \ / ------ \ -- L 4 � -2741 ° I v - BLOC - 6 _ - IIII SSMH A8 - - - - - - K - - - - - \ » ,c a �r ° - 15 I RRIGATION BOX O _ _ _ _ _ I ° 3 U _ d _ _ x v � v � TOP=2741.88' -v47 _ �2 j � � - _- / \ \ m 2742 24"RCP IE(E)=2734.78' I I I� IIII I SMH As I x 111 ® I \ SSMH 12 - - - SSMH I- �� a ' SSMH B2 \ 27 ` - IIIIIII w w w = 74 11 11 I SS#I-r D5 / - - - W w w w \ 2744 s 00000 - - - � � _ _ W_AVENTURINE ST. W x IIII o SSMH Al 0 -- -�� s s s �s ma's - - W W _ _ w w w w74,S x III / � v - W AVENTURINE ST._ a 1 / s IIIIII I / Z 0 SSMH IA11 I 1 I / ' % % % q q -I 3 q PI PI PI I PI a 72 SHED1 �� \ x 1 «I a l 1 O O O I © O ® - I � II l I - L C 14 � Illllyl Iml I L I 1 ' I I ' I OO 3 4 6 7 8 9 ` 2 2 Illlfll Iw / I w Im I I O OOOp I 3 ® O5 7 9 10 11 12 13 14 IIII I A o -x- I 1 OO O ° I ICI / -- -�---- - « V BL K V v _ _ - 1rJ I o IIIIII I I / / \ I PI PI 1 I l I _" ° I II W Q III O I} I PI PI pl I \ •, u74g_ -I: III IIIIII I // /n Q .. ° V J ( \ ALLEY \ : .: : . , .. > A I a I : .� I - -I « 3 \ .. ' a w \ j. �• I•: j L..'•. i h �.I I =' !'..I o I IIII I / LLJ � z \ W ` w w w w w 3 w w Wp. w Lu o IIIIIII w / N / III Q \ BL I K \ SSMH1 ALLF�Y SSMH 64 I -� ►LL w 2749- w .. w. : w III III 1 I / - - --I i ` i _:-� i iSSIv�H .2 F IIII \ SHED // Ip « zi:. :., k'. .::I � s � , : ; CK � r•: : I: . ; � r=•. ..,I , :I • : :I w II II I x II 1 0 O/v0 0 0 009 I � _ -� I IIIIIII I U II III I /I I I I 1 � 9 � V A 2j � 1 I 1 IIIIIII Ida / m 11 15 _ IIII / Z I I BARN �I \ « �� A � 49 • - - - - -- - II 2 3 4 5 6 7 � - �� 9 10 � (IIIIIIII I / - \ x \ \ �� O O O O O O 11 1 13 14 II II RRIGATION Box � - 0000 I 10 I R \ � - IIIIIIII I O / 3 C I _ - IIIIII VI- - _ .I �-\�-------------x \�/`fin^K_CRYSTAL S 1. \ w '" \T-W ' w\ PI pi- q % % 27so «p, 3 q PI q q PI PI PI ll1 I I i w Al1\� _ _ IIIII LEGEND � �� i��� - ��� w w - w w w f w - w w - w w w w w w w w _ 3 SSMH 66 _ _ W ROCK CRYSTAL ST. ��'so _ _ _ _ - J" 1 II111111 ° ° \ \ f SSMH 65 SSMH G� i ' SSMH G2 � Jill I z72F; EXISTING CONTOUR 3-------------- SSMH- - \ 3 _ - - - II II I 1 \ \ SSMH L. I 1 w 274 « « \ 3 I IIIII I - - - - - - - - - - BUILDING ENVELOPE (SETBACK LINE) \ 1 SSMH Al2 I -- - - -- - - - - - W. 1 IIIIIIII I I e r- \ X \ \ \ J -- III IIIII I RIGHT-OF-WAY LINE r I�-- -------------x - - 7 13 3 _ 1 s s 1 3 _, a s :'` LOT LINE I� I 2 C2) _r - « _ O � 2 I Ilillil II I I IRR IRR GRAVITY IRRIGATION LINE 3 O O\ 3 2 274g 14 �o �, IIIIII zl 13 O - O - 2 14 I IIIII I i \ x 3 - O _ s O -_ J J I III III SEWER LINE -----\------- 1 - w w n \ \ / I BLOCK 8 �, 15 Illllllh I I WATER LINE L.L �90 V -- -. V ® IIIII PI PRESSURE IRRIGATION LINE _ \ I I I. W 1 / x « API PI PI PI PI pl 8 3 O CI ; <- 4 2jA s16 m m 4 s m - I BERM W/ CONCRETE STORM DRAIN LINE 0 I I -- } 0 3 16 m I \ L I I 'lal O O -_` _ _ O II 1 WALL - SEE --I------/----- -I \ d J\ 1 I I \ \ I \ 6 JLANDSCAPE - - - ROAD CENTERLINE J 11 I x// 11 ROLLED CURB/GUTTER AND SIDEWALK O w 2742 \ I - 7 -� IIIIII �- L------- - a 1 ° � - ' .. • . I � 2 I I 1 I I I wQ I /a.� 1 I »� . �• ��: III � LOT NUMBER --- ---- �- 3,57o s.r. LOT AREA I / 16 / ° w 3 - - - - - - - - - -- IIIlI11il 1 \ BLOCK 7 BLOCK NUMBER/ I I SSMH��304 // 1 � -•. � ��� • « - I I I W � FLOW ARROW 3 18 6 18 g I1 I ------J--- ---- 1 � w ':. '• �'� -. � W. ASHTON DR. STREET NAME t W IIIII - / / SSMIl M1 I wow w - w \ O ' __ A O O " --' ` -- ^ O 19 : « 3 1 Q Z3 I I \d HANDICAP RAMP L -� -- -- II II a - CHRYSOCO_LLA ST. W�� w _ w_ 9 1 1 Y s s - -- -- -- III III I I HYDRANT - 3 - cYi ® $ 4� 0 YY Ck \ IJ I I I wl T _ _ V C� 11 - W I STREET LIGHT - i � i/ -��� j o 0 0 _ - \ � m :;�•. _ m J � 27 21 m » 3 x O 0 21 1 2739- SSMH _ I REFUSE PILE � v�� / � 13 10 � - - - _- - IIIIIII I I� - _ r x vv / - 13 v I IIIIII I I I SURVEY LEGEND 11 s r - 11 a d © 14 IIIIIII �..T .: I 2 O9 10 11 w _ _ O I I FOUND BRASS CAP MONUMENT i I 3 -= FOUND ALUMINUM CAP MONUMENT w » I 3 � � - BLOCK \ vi w ��w w W W w wW. HOWLITE ST - - w w W w w w - - \ I o FOUND 1 2" IRON PIN I \ _ _ _ SSMH B7 �- w w w I / ® LL � \ 1 o - - - - - - \- - - _ =2743-- - - - - - - '�- _SSMH G3 I I I PI % q % v v SSMH Al SSM H 1 - - - - -� - -� PI PI PI \ _ -- -- -- --- A- --- - -7EP '1 -- -- wee e-2742 �� \ O \ \ \ IIIII III la CALC. POINT o - IIII w -- - - - - 11 - ................ FOUND 5/8 IRON PIN _ _ � I EGR - �R- - - � EGR GR � � I - - _ 7 �a 7 \ --- I - - - �E ) 1 Lr - - �� _ -= c2 36Qi°� � � \ � � - � - - - - - - - - \ \ -- -- BOUNDARY LINE ECR�2736� fcR� © \ _ PROPERTY --f•6/.t _- - EGR _ - -EG>� ==0- = -�=Ems_ \ �c r - - , -- R �. w 1 -- -- -- -- SECTION LINE DATE:- 2 _EGR \\ \\ \ \ I I \ c 04 07 20 1 EG1Z--- 273 - �G _- __� - \ \ \ - - - ^ \ d3 I I _...-...-...-...-...-...-..._ PROJECT: __-_=_==_ - _� y \ _ \ 2740 I X I \ I BOTTOM OF DITCH 12" CMP 735= =273 _ _ _ _� � �\�� R \\ Boll - - f \_ - - - - - \--- \ - _ 1 I I.E.(N)274o.39 60 0 30 60 120 2735- _ = ����� \ \ \ - - \ _ \ - � �I \ I I.E.(S)2740.03 SHEET oe/ ---_-2-7 67 \ r _EGR - - - \ I I I \\ \ \ I R:pp . .2735 SCALE. 1 60'EGR -2739� ----- ARNEGR B Q O U Q w � co c� C_ v N C ♦/R� T CONCEPTURAL ENGINEERING FORr. °' Z BRIAR RIDGE SUBDIVISION • 0 ,o,,o - ------------- _ z I 3 , __—___—___-- F9 W ------------------------------------ LLJ Z Lu � Z o W. AMITY ST. c� MATCHLINE SEE LOWER RIGHT - - _ - - _ - _ _ _ - _ - LEGEND z om- - - - - - EXISTING CONTOUR z w N (n 3 — — — — — — BUILDING ENVELOPE (SETBACK LINE) m RIGHT-OF-WAY LINE I CONNECTION TO LOT LINE 30" CMP 3 I EXISTING WATER I INV=2724.61' — RR RR GRAVITY IRRIGATION LINE S� \S FN LINE EXPECTED 3 S LOCATION, NOT sT _ SURVEY VERIFIED SEWER LINE Q�O� ��G� FR�co�F�� I `" `" WATER LINE ��� I IZ�JI� Id 12 Il2SS 2Ss 12SS 12SS 12SS 12SS 3 I p PI PRESSURE IRRIGATION LINE 3 W— STORM DRAIN LINE OF SSMH OFFSITE-1 // s 3 - - - ROAD CENTERLINE p A gp� SEWER MANHOLE) I ROLLED CURB/GUTTER AND SIDEWALK RIM=2726.57' w 3 � LOT NUMBERCHECKED BY: 12" INV(E,W)=2711.04' 3 DAVID A. BAILEY P.E. 3,570 s.f. LOT AREA DRAWN BY: SSMH OFFSITE-2 w DAB 3 BLOCK 7 BLOCK NUMBER SSMH OFFSITE-3 I 3 I FLOW ARROW I I W. ASHTON DR. STREET NAME • 3 \\L::v HANDICAP RAMP S1236141820 3 HYDRANT 5385 S. MERIDIAN RD, w 3 i I STREET LIGHT I � 3 w 3 SURVEY LEGEND I a 4940SS.3MERIDIAON RD. Q5 FOUND BRASS CAP MONUMENT w 3 FOUND ALUMINUM CAP MONUMENT 3 O FOUND 1/2" IRON PIN w 3 I I 0 CALC. POINT I 3 I O FOUND 5/8" IRON PIN 3 -- -- PROPERTY BOUNDARY LINE 3 ---- -- -- SECTION LINE I BOTTOM OF DITCH 3 w 3 I SSMH OFFSITE-4 I I 3 I 3 w 3 I I » 3 I I 12'-0" S1 2361 41 900 5385 S. MERIDIAN RD. 3 1/2" R. 6" 6" 1 3 " I v R. CONCRETE co I I v Q v O. 3 3 1/2' ASPHALT PAVEMENT i 6"- 3/4 MINUS 3 � I » I I S1131233810 3 2 5570 S. MERIDIAN RD. 12"— s" PIT RUN 3 Lu » I 3 IF— FULL BOND MATH REZI—WELD Q 1000 EPDXY IN ACCORDANCE Z I WITH THE MANUFACTURER'S O SPECIFICATIONS. F 3 0 QUARTZ CREEK ST. » (D 3 6" EXTRUDED CURB DETAIL N -NTS- w » I I 0 I 3 I Li N a 2 > 5 Lu w a w < Z , 3 I Z Q z PROPERTY 3 0 BOUNDARY ROW U 42'-0" Z o z 3 I Lv SSMH OFFSITE-5 I m LLJ I 3 I ww� w� 15'-0" 27'-0" < 18'-0" V) " I 3 3 -0 12'-0" 16'-0" 2 -0 1.75% 2'-0" w� n 3 Q I GRAVEL = 0.25% S1 2361 41 820 S1 1 31 223400 SHOULD ER 2% 2% 3 4990 S. MERIDIAN RD. ���������������� 5385 S. MERIDIAN RD. — OF'yi 3 � 4" OF -3/4" BASE Ld I GRADE TO EXISTING 3 S1131223350 3 1/2" ASPHALT PAVEMENT 7' WIDE 5" THICK CONCRETE e w I S. MERIDIAN RD. SIDEWALK (ACHD SD 709) 6" -3/4" AGGREGATE BASE SIDEWALK TO BE A MIN. TBC r 12" -6" PIT RUN ELEVATION OR MAX 6" ABOVE v 3 ui 6" OF 3/4" CENTERLINE w 3 MINUS SHOULDER EXTEND 3/4" MINUS 6" EXTRUDED CURB - AND PITR N 6" PAST Z SEE DETAIL THIS SHEET. 3 I � EXTEND 3/4" MINUS CURB. (TYP.) AND PITRUN 6" PAST W I CURB. (TYP.) STANDARD VERTICAL CURB & w GUTTER (TYP) AS PER ACHD 3 SD-701 w S1131233810 3 QUARTZ CREEK ST. TYPICAL SECTION I ' I 5570 S. MERIDIAN RD. J �+ W 3 �Wf EXTRUDED CURB l l l i 3 NOT TO SCALE r II < V z VI I I i I W wrn _ Qo MATCHLINE SEE SHEET PP-3 ow" NOTE: STANDARD VERTICAL CURB PER ACHD SD-701 SHALL BE N z S1 2361 1 0060 S1 131223510 USED WHERE LONGITUDINAL SLOPE EXCEEDS 3.0% OR GREATER J� I / I 4975 S. MERIDIAN RD. 3 I 5150 S. MERIDIAN RD. FOR A DISTANCE OF 100 FT OR GREATER, PER ACHD 7207.5.5. NEW PRESSURE w N / , I CURB CUT DRIVEWAYS WILL BE UTILIZED IN THESE AREAS. /IRRIGATION PUMP 3.? I/ P/L STATION —"2 7 3L�, w w `/ w w w w w l - - —FGR 8'-0" 8'-0" �/ O SLOPE 2.00% SLOPE 2.00% J 10 / _ — SSMH OFFSITE-6 3 I T 2 1/2" ASPHALT 0 ICI EXTEND GRAVEL AND PIT P' P' I I I I MATCHLINE SEE UPPER LEFT RUN 6" PAST CURB. (TYP.) PAVEMENT � i AL4" - 3/4" MINUS CRUSHED GRAVEL 0 STANDARD ROLLED CURB & GUTTER (TYP.) AS PER 12" - 6" MINUS PIT RUN ACHD SD-702 DATE: 20' RIGHT—OF—WAY 04-07-2021 TYPICAL ALLEY SECTION 60 0 30 60 120 C20015-022 NOT TO SCALE SHEET SCALE: 1 " = 60' pp _ _M O � SEWER LINE A PROFILE _ oMC (D� � o N � T W ■� Z F co Q SSMH Al SSMH Al5 Z ST :20+06. 2 S :29+71.03 g 2760 745.8 IM:273 .40 2760 = a (n N INV IN:272 .27 S z INV OU •2727.7 N _ cn 3: Lo rn N INV OUT:27 3.17 N N 3 = Z 0000 0000 � `n N °° N C i 'N SS H Al 1 N r W DC w W O N N � � Lo C1! Lf� (6r N ST :20+37. 5 m co� 'N z r o �+ W a r Lrirr .. Q + �c`!� + �N rRIM:2745.75SON N w � �N W w rn o Q �`•� `•� rzo a' NZ O INV IN:272 .50 S + �cry aNr Z o O r N •N = rZ Z = N_O Q N rZ 'O lI7 �� MrN Y 2750 W �w 3 N � coN � cn •• ZZZ c`nc~no'ZZ cn �? ? � �> > 1� � NNN rr,�zo 2750 W $ C* Z W 00 O LnN N Q + : „� (n FX__ N �Z Z � M 'rr .. m � �r 00� n 00 Q + M ..~ L0r O - Q + NNH N �>> zw co �Lo m r� OOr � �pp 17r O � , N --- - - - -- - -(cnn cHowN••�_N ZZZC) _ in ZE�Z�Z Q����QS��Gp\NSATLF VFQ�NO 10 uSN m� _ ZZ0) coIt O Lo co Ocpr n0_ Z ^ + nn (n (n 0 Wm � C1 M + r N >N Lir- r rZ = (,1- = 4. ^Z = 2740 =:fo cnE_ 2740 1�k; N H � >> � G/ m>> m ZZ ZZ n - z n n 0 -_- -- ` NUM 2730 2730 °��F OF D A. B " 126 LF 8" CHECKED BY: 273 L 8" PVC 00 42% DAVID A. BAILEY P.E. 213 DRAWN BY: F 8" PVC .42% 2720 ........ " 12 LF 8" 75 LF•8" PVC 0 .42%4==�� DAB 1 7 LF 4 � C ®0.42% PVC 27 LF 8" 2720 213 F 8" 21 LF 8" C 00. 13 LF 8" PVC ®0.42 50 LF 8" PVC .42% PVC 0.42% PVC G0.42X 59 LF 8" PV ®0.42 ° C ®0. 2% 2710 2710 2705 2705 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 SEWER LINE B PROFILE SEWER LINE C PROFILE 2770 2770 2770 2770 Z (nW3N Z N� cp co cc000 Lq 3 wco cn 2760 Z NO Doo 0 oN �00 * N _ • 2760 2760 2760 N M r- m . �NNNH Lo NNr OWN m N N H + r 14 �O O �Z Z ZO m + N NH O Q,r .. z c000; IN C14 �0� _ � ZO N- - - ZZ= ID + N NmIm 00cpr .. NH >> N �ZZZZ � N- M W 2 + NN ZZ NN ZZZ NRZ yN W O __ __ rr 3 14- O 2750 Z >_>_ - - - - -_ _ _ r 2750 2750 Z 2750 --- - �O �O N r W �r /�� - = NO � � �r �Qj00 N w 00 r _ _ 00 00 00 r r� N r r� Iq N� �r 3 (nr N _ N ..�K � N� � �r U � M O NH _ � co 00 in m6r7N NH �� mO �NNN? 2 N-O NH Z N � N 2 � NZ ZD ���/ __ 2 � NZZZO N fnfn Q + ^NNH N � �> >> �i Q » » m ZZZ 2740 Z Z Z Z Z - 2740 2740 `� ~ -Z Z Z Z ___ - - -- - - 2740 Nam»> (nNRZZZ -- 2730 2730 2730 2730 Z 0 U W 29 LF 8" 2720 8 c ®0.65% 2720 2720 W 136 LF 8" 68 LF 8" ®0.42 PV ®0.42 ° 2 7 2 0 N Li " 381 L 8" pVC 0.42% PVC 00.42 PVC 285 LF 8" 197 8 PVC ®0.42% 285 F 8" VC 00. 5% o: z PVC ® .42% PVC 80 0 40 80 160 Z SCALE IN FEET Lj U 2710 2710 2710 2710 1" = 80$ 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+008+50 j 0 LL rrnn UI SEWER LINE D PROFILE SEWER LINE E PROFILE SEWER NE G PROFILE 0 SEWER LINE F PROFILE 0� > 2770 2770 2770 2770 2770 2770 2770 2770 0 - Z W (n W A N cn W 3 N w Z SSMH Gi gcqN0 NNN� 3W0cc STA:2+ 3.73 � 2760 2760 2760 oN 2760 2760 co co oN ell N 2760 2760 `° `°N RIM:27 s.71 2760 14-r- c`! SS H E1 � r �rrrc`! ao�r M� � INV IN: 721.63 E MMN m0 NNNH N � rNNr 1� r . Z + � o STA:5+ 4.46 m � �NNN? ��o .. � N rrc`! INV IN: 721.63 S o0 o SSMH D2 = � NZzz0 + rzzz w�1n� m + °'NNE `nN o S A•4+69 13 •• .. RIM:27 9.80 = Q, N_ _ _o +r o o INV OU :2721 .5 W + r z Q �Q .. = NO � rZZ ILON- 0) IM:2735 84 SSMHD5 N N FEz z Zz z zz �> � !> It ON W J cncn�- -- (n<- < > z INV IN: 719.14 �SE CA N � -zzz Nw- °' Itr I OUT:2719.04 NW STA:8+ 8.69 N N � _ N z 3 RIM:27 3.69 - - -- - -_ _ -- - + �~ V / W 2750 2750 2750 2750 2750 2750 2750 -- __ - ___ - - -- - - - -_ N= 2750 �r STA:4+42.81 (n� _ -- ---- - (Ln � �> N 00 co� RIM:2735.90 oN cn cn �? r o N �r INV IN:2718.93 SE m O MN Nj M ^N = � Nz . z0 �_ N� __ 0 (n H �Z ZZ NZO _ p 2740 - 2740 2740 2740 2740 2740 2740 2740 N N ZZZ i- V W � 2730 2730 2730 2730 2730 2730 2730 2730 0 U Q e J Z - " " 39 LF8 2720 " 2720 2720 L 8 2720 2720 236 LF a PV ®o.s % 2720 0 378 L s PVC •6 2720 2720 V ° 2 9 LF 8 23 LF 8" PVC 00 42% pV 00.6 C 00. 2% r 1 PV ®0.4 % PVC 0.42% �J DATE: 22 LF 8" 04-07-2021 PVC 00.4 % PROJECT: 2710 2710 2710 2710 2710 2710 2710 2710 c2015-022 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 +50 2+00 3+00 4+00 5+00 6+00 1 +50 2+00 3+00 4+00 5+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SHEET Q O E Q c i SEWER LINE H PROFILE SEWER LINE I PROFILE SEWER LINE J PROFILE SEWER LINE L PROFILE SEWER LINE M PROFILE Z 2770 2770 2770 2770 2770 2770 2770 2770 2770 2770 Z SSMH A C 5 STA:19 52.85 ■= a RIM:27413.32 = tF 3 INV IN: 722.94E � Ljj F9 w W M INV OU :2722.8 NW W W Z M � � N 00 W w Z o 2760 2760 Z 2760 2760 �, 01 �, N 2760 2760 2760 2760 2760 2760 _ � 17 0j^ .. W + n _ z .N � ^ WON 0 NM 4 r- n00 NW Itp Y 00 �O N n (p m 0p W J+� 0000— N 11 00 0) _ NNLfl � > H • � .. z V zv w n > » M ^ m�4 4rV) + Z NN 0 N —Z � I- cDI z� —OZ Z ^ �ZZ= z 00 I- 2750 _ _ 2750 2750 •• _ �, 0 2750 2750 "' --- - - — -- — 2750 2750 N �Z Z "' "' 2750 LO 2750 U' �,� �L' .. 2750 + 2 � O ZZZ � Q -- -- - - � QM»> MT �NN� � � �H _ •• NNE- -- (nH Z NN �zzz � M0I� I�N + I�p �pNAL F V) Z — — LO r-Z Z= Z Z N�) I I��J V KJ_i 2740 2740 2740 2740 2740 2740 2740 2740 2740 — — 2740 �9TF OF A. B P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 DAB ........... 2 LF 8" 264 LF 8 30 LF 8 " "LF 255 LF 8" pV 00.65 o C 00. 5% PVC ®0.42 2720 3 2720 2720 P 2 �. 8 0 2720 2720 0.4 % P c ®0.4 % 2720 2720 2720 2720 2720 2710 2710 2710 2710 2710 L2710 2710 2710 2710 2710 1 +50 2+00 3+00 4+00 5+00 6+00 1 +50 2+00 3+00 4+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 1 +50 2+00 3+00 4+00 5+005+50 1 +50 2+00 3+00 4+00 OFFSITE SEWER PROFILE Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table 2760 2760 Lot Area Description Lot Area Description Lot Area Description Lot Area Description Lot Area Description BLOCK 1 Lot 2 5750 SFD BLOCK 4 Lot 9 4600 SFD BLOCK 9 Lot 4 5500 SFD BLOCK 13 Lot 10 2731 SFA BLOCK 17 Lot 11 2511 SFA SSMH OFFSITE-11 I BLOCK 1 Lot 3 6900 SFD BLOCK 4 Lot 10 4600 SFD BLOCK 9 Lot 5 5395 SFD BLOCK 14 Lot 2 2794 SFA BLOCK 17 Lot 13 2538 SFA STA:2+ 0.00 BLOCK 1 Lot 4 5750 SFD BLOCK 4 Lot 11 4600 SFD BLOCK 9 Lot 6 5132 SFD BLOCK 14 Lot 3 2259 SFA BLOCK 17 Lot 14 2104 SFA RIM:27 5.47 INV IN: 711.00 S BLOCK 1 Lot 5 5750 SFD BLOCK 4 Lot 12 4600 SFD BLOCK 9 Lot 7 7979 SFD BLOCK 14 Lot 4 2250 SFA BLOCK 17 Lot 15 2104 SFA 2750 2750 SSM OFFSITE-2 BLOCK 1 Lot 6 5750 SFD BLOCK 4 Lot 13 4600 SFD BLOCK 9 Lot 8 7873 SFD BLOCK 14 Lot 5 2250 SFA BLOCK 17 Lot 16 2104 SFA STA: +19+19.88 z RIM' 8 ca 3z BLOCK 1 Lot 7 5750 SFD BLOCK 4 Lot 14 4600 SFD BLOCK 9 Lot 9 6085 SFD BLOCK 14 Lot 6 2250 SFA BLOCK 17 Lot 17 2104 SFA INV N:2711.14 E W INV UT:2711.04 N Nz N � �^ BLOCK 2 Lot 3 6649 SFD BLOCK 4 Lot 15 4600 SFD BLOCK 9 Lot 10 6197 SFD BLOCK 14 Lot 7 2719 SFA BLOCK 17 Lot 18 2542 SFA Nz wL Nam? O + N" BLOCK 2 Lot 4 5500 SFD BLOCK 4 Lot 16 4671 SFD BLOCK 9 Lot 11 6250 SFD BLOCK 14 Lot 9 2719 SFA BLOCK 17 Lot 20 2542 SFA 2740 I • ��� _ zp 2740ri BLOCK 2 Lot 5 5500 SFD BLOCK 5 Lot 1 5821 SFD BLOCK 9 Lot 12 6250 SFD BLOCK 14 Lot 10 2250 SFA BLOCK 17 Lot 21 2104 SFA ui �N V) O�N� U_ pnN V)LL n n.N O + NNE in in BLOCK 2 Lot 6 6600 SFD BLOCK 5 Lot 2 4600 SFD BLOCK 9 Lot 13 6250 SFD BLOCK 14 Lot 11 2250 SFA BLOCK 17 Lot 22 2104 SFA L � � .. rz ui +nZZ) N " _» BLOCK 2 Lot 7 5500 SFD BLOCK 5 Lot 3 4600 SFD BLOCK 9 Lot 15 6011 SFD BLOCK 14 Lot 12 2250 SFA BLOCK 17 Lot 23 2539 SFA o O I� C14 2 cD N—O ZZ F = N NZO N �» �— — — -� BLOCK 2 Lot 8 5500 SFD BLOCK 5 Lot 4 4600 SFD BLOCK 9 Lot 16 6250 SFD BLOCK 14 Lot 13 2250 SFA BLOCK 18 Lot 1 2539 SFA fNN �ZZ N 2730 N — 2730 BLOCK 2 Lot 9 6600 SFD BLOCK 5 Lot 5 4600 SFD BLOCK 9 Lot 17 6815 SFD BLOCK 14 Lot 14 2675 SFA BLOCK 18 Lot 2 2104 SFA o U) U) wZz BLOCK 2 Lot 10 5500 SFD BLOCK 5 Lot 6 4600 SFD BLOCK 10 Lot 2 4060 SFD BLOCK 15 Lot 2 2707 SFA BLOCK 18 Lot 3 2104 SFA o w a BLOCK 2 Lot 11 6600 SFD BLOCK 5 Lot 7 4600 SFD BLOCK 10 Lot 3 3990 SFD BLOCK 15 Lot 3 2257 SFA BLOCK 18 Lot 4 2542 SFA N II BLOCK 2 Lot 12 5500 SFD BLOCK 5 Lot 8 4600 SFD BLOCK 10 Lot 4 3990 SFD BLOCK 15 Lot 4 2257 SFA BLOCK 18 Lot 6 2542 SFA > z 2720 2720 BLOCK 3 Lot 2 5750 SFD BLOCK 5 Lot 9 4600 SFD BLOCK 10 Lot 5 3990 SFD BLOCK 15 Lot 5 2257 SFA BLOCK 18 Lot 7 2104 SFA BLOCK 3 Lot 3 6900 SFD BLOCK 5 Lot 10 4600 SFD BLOCK 10 Lot 6 3990 SFD BLOCK 15 Lot 6 2257 SFA BLOCK 18 Lot 8 2104 SFA BLOCK 3 Lot 4 5750 SFD BLOCK 6 Lot 2 3674 SFD BLOCK 10 Lot 8 3990 SFD BLOCK 15 Lot 7 2728 SFA BLOCK 18 Lot 9 2104 SFA II 382 LF 12" J I 0 393 F 12" BLOCK 3 Lot 5 5750 SFD BLOCK 6 Lot 3 3572 SFD BLOCK 10 Lot 9 3990 SFD BLOCK 15 Lot 9 2728 SFA BLOCK 18 Lot 10 2104 SFA Z 371 LF 12" PVC ® .24% 2710 4% 2710 BLOCK 3 Lot 6 6803 SFD BLOCK 6 Lot 4 3570 SFD BLOCK 10 Lot 10 4097 SFD BLOCK 15 Lot 10 2257 SFA BLOCK 18 Lot 11 2538 SFA PVC ®0.24% 52 L 12" PVC ®0.2 PVC 00.24% BLOCK 3 Lot 7 6900 SFD BLOCK 6 Lot 5 3570 SFD BLOCK 10 Lot 12 3992 SFD BLOCK 15 Lot 11 2257 SFA BLOCK 18 Lot 13 2540 SFA u BLOCK 3 Lot 8 5750 SFD BLOCK 6 Lot 6 3570 SFD BLOCK 11 Lot 2 4048 SFD BLOCK 15 Lot 12 2257 SFA BLOCK 18 Lot 14 2104 SFA 0 BLOCK 3 Lot 9 6900 SFD BLOCK 6 Lot 7 3570 SFD BLOCK 11 Lot 3 3990 SFD BLOCK 15 Lot 13 2257 SFA BLOCK 18 Lot 15 2104 SFA 2700 2700 BLOCK 3 Lot 10 5750 SFD BLOCK 6 Lot 8 3570 SFD BLOCK 11 Lot 4 3990 SFD BLOCK 15 Lot 14 2728 SFA BLOCK 18 Lot 16 2104 SFA z 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 BLOCK 3 Lot 11 5750 SFD BLOCK 7 Lot 2 3570 SFD BLOCK 11 Lot 5 3990 SFD BLOCK 16 Lot 2 2717 SFA BLOCK 18 Lot 17 2104 SFA BLOCK 3 Lot 13 5750 SFD BLOCK 7 Lot 3 3570 SFD BLOCK 11 Lot 6 3990 SFD BLOCK 16 Lot 3 2250 SFA BLOCK 18 Lot 18 2542 SFA BLOCK 3 Lot 14 5750 SFD BLOCK 7 Lot 4 3570 SFD BLOCK 11 Lot 8 3990 SFD BLOCK 16 Lot 4 2250 SFA BLOCK 18 Lot 20 2542 SFA L.L BLOCK 3 Lot 15 5356 SFD BLOCK 7 Lot 5 3570 SFD BLOCK 11 Lot 9 3990 SFD BLOCK 16 Lot 5 2250 SFA BLOCK 18 Lot 21 2104 SFA W n BLOCK 3 Lot 16 5803 SFD BLOCK 7 Lot 6 3570 SFD BLOCK 11 Lot 10 3990 SFD BLOCK 16 Lot 6 2250 SFA BLOCK 18 Lot 22 2104 SFA 0 BLOCK 3 Lot 17 5750 SFD BLOCK 7 Lot 7 3570 SFD BLOCK 11 Lot 11 3990 SFD BLOCK 16 Lot 7 2719 SFA BLOCK 18 Lot 23 2537 SFA V BLOCK 3 Lot 18 5750 SFD BLOCK 7 Lot 8 3580 SFD BLOCK 12 Lot 1 2596 SFA BLOCK 16 Lot 9 2719 SFA BLOCK 19 Lot 2 2718 SFA W BLOCK 3 Lot 19 5750 SFD BLOCK 8 Lot 2 4140 SFD BLOCK 12 Lot 2 2152 SFA BLOCK 16 Lot 10 2250 SFA BLOCK 19 Lot 3 2250 SFA �J W BLOCK 3 Lot 20 5750 SFD BLOCK 8 Lot 3 4140 SFD BLOCK 12 Lot 3 2152 SFA BLOCK 16 Lot 11 2250 SFA BLOCK 19 Lot 4 2250 SFA r �• BLOCK 3 Lot 21 5750 SFD BLOCK 8 Lot 4 4140 SFD BLOCK 12 Lot 4 2600 SFA BLOCK 16 Lot 12 2250 SFA BLOCK 19 Lot 5 2250 SFA V J W BLOCK 3 Lot 22 5797 SFD BLOCK 8 Lot 5 4140 SFD BLOCK 12 Lot 6 2600 SFA BLOCK 16 Lot 13 2250 SFA BLOCK 19 Lot 6 2250 SFA 0 BLOCK 3 Lot 23 5750 SFD BLOCK 8 Lot 6 4140 SFD BLOCK 12 Lot 7 2152 SFA BLOCK 16 Lot 14 2710 SFA BLOCK 19 Lot 7 2719 SFA BLOCK 3 Lot 24 5821 SFD BLOCK 8 Lot 7 4140 SFD BLOCK 12 Lot 8 2152 SFA BLOCK 17 Lot 1 2511 SFA BLOCK 19 Lot 9 2719 SFA n/ BLOCK 3 Lot 25 5750 SFD BLOCK 8 Lot 9 4140 SFD BLOCK 12 Lot 9 2599 SFA BLOCK 17 Lot 2 2082 SFA BLOCK 19 Lot 10 2250 SFA \ BLOCK 4 Lot 2 6604 SFD BLOCK 8 Lot 10 4140 SFD BLOCK 13 Lot 2 2744 SFA BLOCK 17 Lot 3 2082 SFA BLOCK 19 Lot 11 2250 SFA r BLOCK 4 Lot 3 6535 SFD BLOCK 8 Lot 11 4140 SFD BLOCK 13 Lot 3 2272 SFA BLOCK 17 Lot 4 2516 SFA BLOCK 19 Lot 12 2250 SFA �•/ W � BLOCK 4 Lot 4 7892 SFD BLOCK 8 Lot 12 4140 SFD BLOCK 13 Lot 4 2271 SFA BLOCK 17 Lot 6 2516 SFA BLOCK 19 Lot 13 2250 SFA BLOCK 4 Lot 5 7412 SFD BLOCK 8 Lot 13 4140 SFD BLOCK 13 Lot 5 2743 SFA BLOCK 17 Lot 7 2082 SFA BLOCK 19 Lot 14 1 2709 SFA �-/ m J BLOCK 4 Lot 6 6456 SFD BLOCK 8 Lot 14 4140 SFD BLOCK 13 Lot 7 2742 SFA BLOCK 17 Lot 8 2082 SFA Z BLOCK 4 Lot 7 4600 SFD BLOCK 9 Lot 2 5577 SFD BLOCK 13 Lot 8 2269 SFA BLOCK 17 Lot 9 2082 SFA BLOCK 4 Lot 8 4600 SFD BLOCK 9 Lot 3 5500 SFD BLOCK 13 Lot 9 2268 SFA BLOCK 17 Lot 10 2082 SFA O U 80 0 40 80 160 DATE: 04-07-2021 PROJECT: SCALE IN FEET C2015-022 1" = 80' SHEET �7:4 NEW PRESSURE_ _��• - - R.-= - __ �,�- STATION � _ � - - IRRIGATION PUMP ^R -� w ----w --w w - _-_ _ - - -- - -- - - - __: �^/ attA �EEPFC _ w w w -A 0 NOTE5 n / SYM COMMON NAME BOTAN I GAL NAME SIZE -- -- - - - --- ---- °S I. ALL LANDSCAPE SHALL BE INSTALLED IN ' � EY LA LEAS ,/ � /r � I '' 1R AGGORDANGE WITH THE G I TY OF MERIDIAN ORD I NANGE EVERGREEN TREES REQUIREMENTS. F _ _ I 2 2 6' SOLID BLOCK 2 1 + > + 30' LANDS APE BLOCK s �I HOOPSI BLUE SPRUGE PIGEA PUN6EN5 'HOOPSI1' 6-8' HT B$B O 1,56 of VI YL FENCE < "I KARL FUGHS CEDAR GEDRUS DEODARA 'KARL FUGHS' 6-8' HT B$B 2. ALL PLANTING AREAS TO BE WATERED WITH AN 5,750 s.f. UFFER (TYP) "� AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. � a 3 4 5 ( P) 3 i � © GOLO6REEN JUNIPER JUNIPERUS SGOPULORUM 'GOLO6REEN' 6-8' HT BBB O O O © OO ® Q 10 t 1 12 , sf + N + O3 ® O 5,132 s.f. 7,979 s.f. / VANDERWOLFS PINE PINUS FLEXILIS 'VANDERWOLFS' 6-8' HT BBB 3 TREES SHALL NOT BE PLANTED WITHIN THE 10-CLEAR I 6,649 s.f. 5,500 a.f. ss°°s.f. s,soo e.f. ssoo s.f. ss°°s.f. ssoo s.f. Q WEEPING WHITE SPRUGE PIGEA 6LAUEA VENDULA' 6-8' HT Bl$B _ 5,500 s.f. 6,600 s.f. 5,500 s.f. I 5,577 s.f. 5,500 s.f. 5,500 s.f. 5,395 s.f. / ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, I / J , I � I 6.900 s.f. Z 1 ® OR FACILITIES. SEEPAGE BEDS MUST BE PROTEGTED Of 7.873 s.f. SHADE TREES (GLASS 111) -I I - J L 6' GONGRE FROM ANY AND ALL CONTAMINATION DURING THE N W, W W W WALL O S LONDON PLANETREE PLATANUS x AGERIFOLIA 'BLOOD60OD' 2" GAL Bff B CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE vis sr. - _ I I W JAR T. I + IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR s SWAMP OAK QUERGUS BIGOLOR 2 GAL Bff B r M / ADJAGENT TO SEEPAGE BEDS TO HAVE A ROOT BALL 4 - S \ a 5.750 s.f. I -, ��� y . s o THAT DOES NOT EXGEED 18" IN DIAMETER. NO LAWN j v VI ION I r s,oss s.f. / z } SHADE/STREET TREES (GLASS 11) SOD TO BE PLACED OVER DRAINAGE SWALE SAND X 1,6 2 TF sf IANGL 1 2 2 / o = CRIMSON SUNSET MAPLE AGER TRUNGATUM x A. PLATANO IDES 'JFS-KW202' 2" GAL B4B WINDOWS. I-- 2C III m 5,750 s.f. ( P) I 4,06600 s.f. 4,OOs.f. w + it 7 © 11 ® Q Q 10 9 1 o y w COMMON HAGKBERRY GELTI S OGG I DENTAL I S 2 GAL BBB 4. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLES O ® OO O A 1 I s -6J97s.f. SKYLINE HONEYLOGUST 6LEDITSIA TRIAGANTHOS INERMIS 'SKYGOLE' 2" GAL B4B AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR _ 6,803..s.f. 5,750 s.f. 5.750 s.f. 6.900 s.f. 5,750 s.f. 5.750 s.f. 6,900 s.f. 5.750 s.f. 6,900 s.f. 5,750 s.f. / LITTLELEAF LINDEN TILIA GORDATA 2" GAL B4B III © 1 z i + 3,990 a.f. 3.9990 s.f. / SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED BLOCK 3 1 AMERICAN SWEETOUM LIQUIDAMBER STYRAGIFLUA 2" GAL B4B WITHIN VISION TRIANGLE OR AGHD ROW. AS TREES s,7so e.f. 1 Pft4 s2solaf / 1 TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B4B m I + ® O IQ Pi p/ MATURE, THE OWNER SHALL BE RESPONSIBLE FOR I ' -III �zr� *i + 3,990 a.f.EASE E T 3,990 s.f. I / PRUNING TREE GANOP I ES TO MEET AGHD REQUIREMENTS ` + + i 1 > G / ORNAMENTAL TREES (GLASS U FOR MAINTAINING CLEAR VISIBILITY WITHIN 40' STREET iI 5,750 s.f. 810 I` 5.803 s.f. I Q Q5 PATH A D 12 AND DEPARTURE VISION TRIANGLE. TREES SHALL BE GANADA RED GHOKEGHERRY PRUNUS VIR61NIANA 'GANADA RED' 6-8' HT. MULTI-STEM z I + 3,990 a.f. TYP w 6,250 s.f. PLANTED NO GLOSER THAN 50 FROM INTERSEGTI0 w OPEN SPACE I W w GRUZAN CRUSADER HAWTHORN GRATAE6U5 GRUS-6ALL1 GRUZAM 2 GAL Bff B z STOP SIGNS. j t LAWN W/ PLAYGROUND + a © J © °' GHANTIGLEER PEAR PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL Bff B H oP 5,750 s.f. O + m + 3,990 a.f. 3,990 s.f. °' HOTWINOS MAPLE AGER TATARIGUM '6ARANN' 6-8' HT. MULTI-STEM >' (TYP) 94,667 of PICNIC SHELTER 1 + r3 �I 5. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ROYAL RAINDROPS GRABAPPLE MALUS x 'JFS-KW5' 2" GAL Bl$B _1 o R A RAL E 6,250s.f. SPRING SNOW GRABAPPLE MALUS SPRIN65NOW 2 GAL BBB ON INTERIOR STREETS TO BE GOMPLETED DURING I 13 --- R GONSTRUGTION OF THESE LOTS. TREE LOCATIONS MAY 54 G VEL BE ALTERED TO ACCOMMODATE DRIVEWAYS AND 1,611 of 5,750 s.f. + + 4 SHRUBS/ORNAMENTAL GRASSES/PERENNIALS SHOULDER UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5 OF 6,4 _ (TY ) WATER METERS OR UTILITY LINES. III 6,6O.f. � � - � � � � � I + ® o ® 1 - ARIZONA SUN GAILLARDIA 6AILLARDIA x 'ARIZONA SUN' I GAL -- 14 3,999 s.f. 3,990 a.f. -- --- - BLACK EYED SUSAN RUDBEGK I A FULL 1 DA '60LOSTRUM' I GAL t 5,759 s.f. r SHRUB BED BLOCK DELI UOUS �� - 6. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO Y - r - 15 I I / BLUE ORAMMA GRASS BOUTELOUA 6RAG I L I S 'BLONDE AMBITION' 16AL O (TYP) - -TREE (TYP) + o o r ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR ¢i 3,990 a.f. Sf LA6RI� GAP BLUE OAT GRASS HELIGTOTRIGHON SEMPERVIRENS I GAL / 1 5PEGIES THAT ARE SUBJECT TO CITY FORESTERS I - - c I = 3,990 a.f. m (Lj - BLUE RUG JUNIPER JUNIPERUS HORI ZONTAL I5 W I LTON I 3 GAL II 6,535 s.f. I�•,,,, 15 5,8214s.f. s,7505s.f. 5,750 a.f. 5,750a.f. 575°s.f. --- 20- ---- 21 22 + _ - - . BUFFER (TYP) / PRE-APPROVAL. PLANTING BED DESIGN AND 5,750 s.f. 5,750 s.f. , PURPLE GONEFLOWER EGHINAGEA PURPUREA I GAL s.f. -- 5,797 s.f. + O 6.250 @ f ''' / QUANTITIES MAY BE ALTERED DURING FINAL PLAT 12 1 o t s / // RED FLOWER GARPET ROSE ROSA FLOWER CARPET- NOARE 2 6AL 3,992 s.f. 3,990 s.f. / LANDSCAPE PLAN DESIGN. BURLAP AND WIRE pl /j/ DARTS GOLD NINEBARK PHYSOGARPUS OPULIFOLIUS 'DART'S GOLD' 3 6AL BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH y o� / STELLA DE ORO DAYL I LLY HEMEROGALL I S STELLA D ORO I GAL III 7,692 a.f. � - - � 10 11 ��I II i III �II � FINE LINE BUCKTHORN RHAMNUS FRA6ULA 'RON W I LL I AMS' S GAL AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF 3,990 s.f. 'JJ -- 4,097 s.f. w A uRtivE -. J :,� " 17 1 III KOBOLD 6AYFEATHER LIATRIS SPIGATA 'KOBOLD' I GAL THE TREE. ALL NYLON ROPES TO BE GOMPLETELY 6,815 s.f. I I / 6R0-LOW SUMAC RHUS AROMATIGA GRO-LOW 3 GAL REMOVED FROM TREES. m O III / � RED HOT POKER KNIPHOFIA UVARIA ' FLAMENCO' I GAL 7,412 s.f. + RN MEN AL L '"W A RI�NE "' - -- - - III / / HUSKER RED PENSTEMON PENSTEMON DIGITALIS 'HUSKER RED' I GAL 7. THERE ARE NO EXISTING TREE ON SITE. NO MITIGATION -- 1 1 , of - _ - r n / IS REQUIRED. -- � IVORY HALO D06WOOD GORNU5 ALBA BAILHALO 5 6AL TREE (TYP s ` - -- - - RASS a w : a w w w © + '�1 3,674 s.f. 3s72 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f. 1.8 01 °' °' 01 a `' + w W '� -- --,� ,� ti ,� _ ir � IIII I � / LITTLE DEVIL NINEBARK PHYSOGARPUS OPUL I FOL I US 'DONNA MAY 3 6AL 6,456 a.f. s + O� O� Q N CD ° tO r, � + 1 ONO O '� �. N N 15f IIIII o j HIDGOTE BLUE EN6L15H LAVENDER LAVANDULA AN6USTIFOLIA 'HIDGOTE BLUE' I GAL --7 - BL K N N C! N N N N •rn O • O O [ / / III N N " " IVORY TOWER YUGGA YUGGA FILAMENT05A 'IVORY TOWER' 3 GAL II r BL CK 12 `'i s' ; IIIIIII z // MOUNTAIN FLAME IGE PLANT DELOSPERMA x PWWC7025 I GAL + �� 5 BLO�K 14 / - FI rl + III 4601 ALLEY ZI �I�s + � IIIIIII / MAIDEN GRASS MISGANTHUS SINENSIS 'ORAGILLIMUS' I GAL �I _ w IIIII RED YUGGA HESPERALOE PARVIFLORA PERPA 3 GAL w "- -W > / SKY HIGH JUNIPER JUNIPERUS 5GOPULORUM 'BAILI6H' 6-8' HT B,$B O + + eco K Q, ,. ALLEY �� - ALLEY _ 945-sFs w ,II II SUMMERWINE NINEBARK PHY5OCARPU5 OPULIFOLIA 'SEWARD' 5 6AL 4,600 s.f. N Z f Q 2 + 0 1,aa �II�II 1 O O ® O © s + 1pu O • O z 2 3s70_s f 3,570 s.f. 3,570 a.f. 3,570 s.f. 3,570 S.f. 3.570 s.f. 3,580 s.f. j ON N OBLNO OK ^N Ot1o3 4 4,600 s.f. J + 00 ( e CK 15 IIII IIII / 6 HT MODULATED oO of GONGRETE NOISE� 6 VINYL FENCE ALONG 10 L / N IIIII LAWN PROPERTY LINES SIDE ABATEMENT WALL ALONG 4,600 s.f. m (nw w-R CRYSTAL •. ___J 6 wL_ �1115 IIII II / YARDS (TYP). MERIDIAN RD. (HIGHWAY c{) �,s -- (TYP).s w - -- w m TY P . d 11 - -� ROCK C A_L ST. w w - IIIII 1 -s -S I x 4,600 s.f. 910 S S J - i --- ' 1 I hll • III I 967af U m 12 - + + Q 0 + 23 (IIIII I 4,600 s.f. 2,717 s.f. O + 23 2 --- 511 s.f. 2.W 539 s.f. 2,539 s.f f. 2.7108 s.f. 'III III Oco 2f. O 2 + + 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. f (2,0802 s.f. 2,104 s.f 4.soo n f. 4 0 rnA. 2 200 s . II III :�)E\/ELmCf=��ENT DATA LANI:;)5CAPE �A CU ATI ®BLOCK 8 21 03 21 II o 6 \ 1 2,250 s.f. U V 2,082 s.f. 104 s. V U 2,104 s.f U Y ® I IIII 2,250 s.f O v c, X 14 + FI- 3, Z �.f. m m ® + 20 m m ® + Z 20 m J IIII Q TOTAL AREA 38.27 ACRES LOCATION BUFFER WIDTH LENGTH REQUIRED PROVIDED 2,250 a 51 s.f - m O � S f -�- 4,600 s.f. 5 s.f - 6 2,250 s.f • IIII W EVE REE �I 2,2©a., � rs w LLJ � Q W. QUARTZ GREEK ST. 37' 1155V 55 = 33 TREES 54 TREES + TREE (TYP,' O 5.,69 of 19 �_ 1s a 2,250 s.f. IIIII �I SINGLE FAMILY RESIDENTIAL ................................................................................... 227 ' 5.1 sf ° O --- _..O 5,1 of J 5,2 sf 2,719 s.f. sf SINGLE FAMILY DETACHED .................................................. 123 , asoo a.f. 14 13 12 11 10 2,7,9 a.f. I SINGLE FAMILY TOWNHOUSE 104 S. MERIDIAN RD. 35 1260/ 35 = 36 TREES 60 TREES 4.671 s.f. _� • O 6 1 8 _. ................................................ / 16 - +,,40 s.f. 4,140 s.f. 4,140 s.f. 4,14o e.f. 4,1�s.f. 4,140 e.f. I I 7 f O O 18 ' III COMMON AREA LOTS 47 INTERNAL PARK, 247170 SF / 8000 = 31 TREES 5aq TREES �Al + ................................................................................................ z.19 v 7 17 0o rn a COMMON AREA 2,5,6 s.f. 2542 s.f. 2,542 e.f t 542 a.f. 2,7�9�a.f IIII TOTAL LOTS 274 AND STREET TREES (COMMON AREA) II .................................................................................................................... vv • - . 21,248 of . O + . , W _ 2,082 s.f. 2104 s.f. _ 2104 s.f. 2,2s0 s.f Z IIIII 2.104 a.f. - - S 16 of W CH OCOLLA - 11 `� ® 16 s s 2 zso s.f. v 'k,12,os2 s.f. chi `� ® 16_ Y 1 1 IIII 1 COMMON AREA 7.70 AGRES (20.I%) • o " , w w 1 1 104 s.f v z 1o4 a.f 2 194 s.f = 0 2 zso s.f TOTAL NUMBER OF TREES. 100 TREES 715 TREES -" X, '4 ` 12 16� m 15 m m 15 m m 12 USEABLE OPEN 5PAGE ............................................................................................... 4.52 AGRES (I I.b%) 2250 s.f. 2,082 s.f. = 2104s:f. 13 10 0 14 - �2,250 a.f. �I V U14 + 2,os2 s:f. 0 2 104 s.f z 25o a.f EXISTING ON I NG RUT Z 14 z 1 1 N I 2104 s.f '7 s.821Os.f. 4,BOs.f. 4,600 s.f. O © O ® O 1 0 2 71 C, 511 s.f. 2 5 ( 53a1 s.f 1 3 �. 9 s.f. / / III .......................................................................................................... 13 II 14 I PROPOSED ZONING TN-R / 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 1 Q� --- I J I BLOCK 5 w - - 5 w _ w w w 78s 9F - - - - - - P Pp - W. HOWLITE ST. - - - - - - - -� �-7s7 af- - A \ EGR -1 0G 1 --1�=GR E ✓ \ EGR 2 \ I - E j1 r OWNERS DEVELOPER PLANNER/GONTAGT ENDURANCE HOLDINGS LLC CHALLENGER DEVELOPMENT JANE SUGGS 1977 W. OVERLAND RD. 1977 W. OVERLAND RD. GEM STATE PLANNING, LLC MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 9840 W. OVERLAND RD., STE 120 BOISE, IDAHO 83709 (208) 602-6941 ,'�, %J111 Fl1111z �Q��. I .�f�i -��CT C. -E MARCH 10 2021B R I A R I D G E S B D I V I S 1 0 N JENrSENBELTS 0' 80' 160' 240' % 6535 ASSOCIATES MERIDIAN I D A H O PRELIMINARY PLAT LAND APE PLAN Site r1911n1rp/Landscape Architecture S C NORTH SCALE I" = 80' �I.11 i►r1+�11 1,�,�` 160e Tyrol Lane,Ste Aso soles,to e3706 Ph.(208)343-7176 www.tensenbelte.com - _ _ _ _ \ 3� \ \NEW PRESSURE Ii f - _ _ - f � � IRRIGATION PUMP � ) I EGR NATION -�-_- - - - - - - - - - - - - -� - -�35- _ I w EGR w w w w w - 1 A P t7 fp w w pz IL) - -- - --- - - _ - - G O g w - - - - c> - - w w Vlk o _ - - - I- / - -L�l - - - - -- - -- - - --- - - -- LL (TYP) E Y L A LEAS - - /� // Cl sf I R ///// / ///////// ////// // // �///// /�/ j/ /// ///// // / /// /// / // /// // / // 0 0 i - - - - / // // P / / / // // / // /// // / // -/� 1 P MGBIRNEY R R R / - - - / L _/ - LATERAL BLOCK � _ I + + BLOCK 9 / I 0 0 2 EASEMENT \ ° 1,567 sf \ \ G� r 5,750 s.f. 1 0 \ - - � - ° Q 3 3 I 6 0 \ I ® © �7 ® �9 10 1 1 12 1 o sf + cn + 2 3 4 5 5,1Os.f. 7,979 s.f. ° Q ° 6,649 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. X I 5,577 s.f. 5,500 s.f. 5,500 s.f. 5,395 s.f. - - VISION ° TRI ANGLE / I cn I w / I 8 GONGRaTEU NOISE 6,900 s.f. O I ? � _ I I 7,873 s.f. ABATEMENT WALL. SEE SE9 DTL 5, T - I U • SHT L3 TYP) II � W p� \ J` RVIS ST. w w I W- I w JAR T. \ \ LA N ® _ s s - s - s - S - p\ (TY ) J II 5.750,-s.f. / G) � 9 - 'kit p� 0 6,085 s.f. / 2 � I C� MGBIRNEY \ z I X I o 0 12 LATERAL I Q � m 1,639 sf �2 EASEMENT 2� 0 o z J, 5,750 s.f. \ I � I- - - � d� ./ 4,060 s.f. \__ 4,048 s.f. 1 O L W W (fi Q I 6,803 s.f. 5,750 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. O O O O _ 6,197 s.f. 6,900 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. � I � 5,750 s.f. I I 1 X I Z n - 3,990 s.f. 3.990 s.f. / 5,750 s.f. BLOCK 3 / I • O - - - _ 0 11 - I Ld > G VEL > y SHOO DER P� P� P � L _ � 6,250 s.f. EVERGREEN /// // W + I I TREE (TYP) + + // / fir/ / I + 3,990 s.f. 3,990 s.f. I-1] / (TY') 0 � + _ 16 - + I Q w I X I I 5,750 s.f. 8 I �� > \ I 1,6 sf 5,803 s.f. 12 l 3 + DECIDUOUS I Q + O \ 3,990 s.f. O SHADE TREE \ 0 s.f. W \ 6,250 s.f. Q - - - - + EASEME w (TYP) z I I A I Q PATHWAYGONNEGTION w ~� _ HE ROPE 17 - _ + oo © Q X 5,750 s.f. O LAWN (TYP) PLAYGROUND 4 + \ U + TYP) 3,990 s.f. 3,990 s.f. 94,887 sf PIGNIG SHELTER I - - - - - + W/-BBG2 AREA I -- A T RAL 6,25o s.f. �j s (TYP) I R IF- 13 - _ - h 4 54 s - �- - - 992 cn 5,750 s.f. + -\ I I Q 1,613 sf / 4 - 6,489 sf / I6,604 s.f. / / �/ v + ® O n ® ° \ (D I 14 + 3,990 s.f. 3,990 s.f. o MGBIRNEY - - - - - - U y ORNAMENT L SHRUB BED // LATERAL - 5,750 s.f. TREE (TYP) BLOCK 3 (TYP) - �- 15 / I I / \ j + U U 9 ell EASEMENT / X �j O Q Q 6,011 s.f. I O 24 25 �7 LAWN + 3,990 s.f. m m 3,990 s.f. / 6,535 s.f. \ 23 18 1.9 -- _ (TYP) O O O 21 15 22 _ y I I 5,821 s.f. O O � O 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,797 s.f. / +I- - - - \ 5,356 s.f. -- --- `' 8 / I \ 3,992 s.f. 3,990 s.f. 6,250 s.f. X I ® - I1 1 - J 7,892 s.f. - - ti - --- 0 - � cn c�- -T I � os7�!I� T - w N� MATCHLINE L2 KEY MAP -- W. QUARTZ CREEK ST. ------------ ---- AI 7 TT - - - - - - _ ���,�� OF�� (REFERENCE SHEET L3) � ` 0 7 � ! �� I �*� C. � SYM COMMON NAME SYM COMMON NAME SYM COMMON NAME SYM - I. REFER TO SHT L3 FOR PLANT PALETTE, EVERGREEN TREES SHADE STREET TREES GLASS II SHRUBS/ORNAMENTAL GRASSES/PERENNIALS LANDSCAPE NOTES, DETAILS, AND - + _ ` � ► CRIMSON SUNSET MAPLE LAWN CALCULATIONS. ___-_= j I I rr�!!f 5535 HOOPS 1 BLUE SPRUCE + ARI ZONA SUN GA I LLARD I A 1 ++ IS KARL FUCHS CEDAR COMMON HAGKBERRY BLACK EYED SUSAN --- - --_-_ -- -- - riti�nt�� GOLOC�REEN JUNIPER SKYLINE HONEYLOGUST BLUE CGRAMMA GRASS ------ ------ ----- _VANDERWOLFS PINE LITTLELEAF LINDEN BLUE OAT GRASS I WEEPING WHITE SPRUCE AMERICAN SWEET6UM BLUE RUG JUNIPER --_-- , TULIP TREE 6 VINYL FENCE ALONG / PURPLE GONEFLOWER ----- ■■■■� SHADE TREES (GLASS III) // RED FLOWER CARPET ROSE PROPERTY LINES SIDE _- -_-_-_ - - - _ - - - ■■■■■■16 �■■■■Ii DARTS GOLD NINEBARK YARDS (TYP). -__ � j I n,f�' '^�-■�-' LONDON PLANETREE ORNAMENTAL TREES (GLASS U /j STELLA DE ORO DAYL I LLY SEE DTL 4, SHT L3. J E I V S E I V BELTS + SWAMP OAK CANADA RED GHOKEGHERRY / FINE LINE BUCKTHORN = - GRUZAN CRUSADER HAWTHORN KOBOLD 6AYFEATHER ASSOCIATES CHANTICLEER PEAR ORO-LOW SUMAG ____ ---- - Site Planning/Landscape Architecture HOTNIN65 MAPLE RED HOT POKER 6' HT MODULATED ROYAL RAINDROPS GRABAPPLE j CONCRETE NOISE -----------_-----_-- law 08 s Lane, Ste ww:°a°oles,ID s.00m HUSKER RED PENSTEMON ABATEMENT WALL ALONG SPRING SNOW GRABAPPLE IVORY HALO DOGWOOD KARL FOERSTER REED GRASS MERIDIAN RD. (HIGHWAY 6ci) / LITTLE DEVIL NINEBARK (TYP). SEE DTL 5, SHT L5. REVISED / HIDGOTE BLUE EN6LISH LAVENDER NO. DATE DESCRIPTION / IVORY TOWER YUCCA MOUNTAIN FLAME ICE PLANT alley Engineering, Inc. MAIDEN GRASS RED YUCCA CIVIL ENGINEERING I PLANNING 1 CADD SKY HIGH JUNIPER 4242 N.BROOKSIDE LANE TEL 208-938-0013 SUMMERWINE NINEBARK BOISE, ID 83714 www.baileyengineers.com DRAWN BY:JJN CHECKED BY: KCS PROJECT: JBA - 1845 DATE: 3/10/2021 0' 50' NORTH 100' 150' PRELIMINARY PLAT LANDSCAPE PLAN BRIAR RIDGE SUBDIVISI ® N -S HEET-- ET SCALE I" = 50' TIRILOGY DEVELOPMENT , IINNC . 3 MATCHLINE L1 - 097 S - - w / 1 m � � o 0 0 0 0_0000_ � � � w - W w II 7,412 s. . + W A URINE ' I / - - - 1, 81 s / I + • � � ° ° o 0 0 \ 0 \ X 1 0 3 I4 / P /� / i i / sf 0 Ln + 31674 s.f. 3,572 s.f. 3, 70 s.f. 3,570 s.f. �,570 s.f. 3,570 s.f. 3,570 s.f. 1,894 N + \ N N N w N w w w / Q 6,456 s.f. CO N N N O CO o N ui N u y �' vi vi ORNA ENTAL O L � -0 O m N I� o to 0 o O L N o _ _ _ In -(TREES (Tl'P) N N N N N CD N N + O N N� N N N N N N N N N Sf I I / - - BLOCK 6 I P I \ � � BL CK 12 sf BL O K 1�_- + - - - PI 4,60o s.f. � ALLEY � � � �\ I I 6' HT MODULA D GONG TE NOf6E BL 0 K �I W W E III ; ABATEMENT WALL. + ALLEY W W w W / SEE S E DTL 5, _ALLE' �9- II SHT L3 (TYP) LJLJJ f Q 9 I / I + O O O \ ® Q © O ® 1,846 III �I + + I I G VEL O 29 3,570 s.f. 3,570 S.f. 3,570 s.f. 3,570 s. . 3,570 s.f. 3,570 s.f. 3,580 s.f. BL O K 3 B U I ULDER w w w L CK 15 III II + 4,600 s.f. _ + VISION `� _. J TRIANG E ON O7N O ^ / 9 O � Ocy) O 7 1 sf NOo � � O � Ln N N ,9�sf p� ao O N �' u m ) Z (TYP)P) N N N N N N \ N I� N N �j O N O N O N O I� O N O LA N 0�2 if • I I II X N N N N N N cli N O .. N / N N • / - 4,600 s.f. U L fin/ cn W- CRYSTAL w _ 1,13s S s s -0 - w W UD s SE - X 11 0 0 0 0 0 ° s s - s - 4,600 s.f. 910 S I • 961 s / mI12 + EVER EEN / / �O � + I TREES (TYP) / 0 + 23 + 23 cf, O / ,600 s.f. 2,717 s.f. �2,5(DSJ.. 539 s.f. 2,539 s.f. I 2,537 s.f. IiJ2,718 s.f. � co - - 22 DO 0 13 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 2,250 s.f. `� 2,082 s.f. • 2 104 s.f. 2,104 s.f. - • I 4,600 s.f. + + 4 (TYP) s.f. 2,250 s.f. BL 0 CK 8 Q / 0 `s 21 - --- O3 / 21 / I I o 0 I 17 \ 2,250 s.f. U U 2,082 s.f. U U / ' O ® I II Cfl V / n 2 104 s.f N 2,104 s.f. r/ 104 s.f U 2,250 s.f P 373 w m oJo + 2 0 m m ® 20 �, Q / I • 4,600 :.f. + \ - - - `i- - PI - 2,250 s.f. 51 s.f - 54 2,542 s.f. + m m O _ / 5 2,250 s.f. � � W Lr- ,,_, 6 J / O II w 1 + SH UB(TBYED Q 25o s.f. O SHELTER �� - HELTER Q 5,169 sf (TYP) 1 9 J ) 19 Q 2,25o s.f. I V) 4,600 s.f. ° \ • 5,180 sf J 5,220 sf 5,176 sf 7 2,719 s.f. cn O - - o 13 12� 1 1 10 ® 2,719 s.f. sf - 14- 1 69 4,140 S. 4,140 f. 4,140 s.f. ,140 s.f. 4,140 s.f. 4,140 s.f.o + II DEG I D OUS 4,671 s.f. o SHADE TREE 9 © 18 0 g 2,719 s.f. 6 1 8 O - - I (TM� 0 2,516 s.f. 1 2 2 542 s.f. 2,542 s.f. 1 2 2 542 s.f. J O 2�f 1 7 f� N O 19,301 sf 1 7 00 2,719os f. / Q I 2,250 s.f. + ` W l 2,082 s.f. 104 s.f. z W W - - �2,104 s.f. - 2,104 s.f. �2,250 s.f. W WCH COLLA ® 16 / S 1 6359 S - 1 S S S 2,250 s.f. U 2,082 s.f. 2104 S. U U 8 1 6 i ®o 0 0 0 0 1 J 2,104 s.f. � � 2 250 s.f - � - 12 � ,, J LAWN 2,104 s.f. 1,410 f °p m 0 0 15 m m O (Tl'P) 15 m m 12 I I I / -�73o 0 0 2104-s. �- 2.250 s.f. 2,082 s.f. °o° ° 2,104 s.f. / (n o 0 0 - 104 J. 250 s.f. / \ 10 °oo ° 14 0 - o < 14 1 / \ \ W U14 s.f. 2,082 s.f. ° 2 104 s.f + 2,250 2 104 s.f. ° 1 4 s.fz_ 11 0 - � � 1 � 13 � 14 _ 11 -- 2 71 / / 2. � © 1 2,5 s.f. 2 538 s.f 2 5 2 709 s.f. 5,821 s.f. 4,6 s.f. 4,600 s.f. 4,600 -4T00 s.f. 4,600 s. . 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. �� 6r SOLI ° V I NYL F NGE o W - W BLOCK 5 SEE DTL 4, _ W W \ ONNEG_TIO _ � - --- W P SHT L3 ( P) �785 sf - PATHWAYS P o -� - - - (TYP) /- W. HOWLITE ST. T - - _ - �s7 sf g- -- - - EGR �R- EGR E ` KEY MAP - W. QUARTZ CREEK ST. ------------ '�I -------------- - - - A I V�7 F 7 7 - - --- ----- j �������`oF�� r,�f�� (REFERENGE SHEET L3) � ` 07E 5 ! �� *� Gam' SYM COMMON NAME SYM COMMON NAME SYM COMMON NAME SYM I. REFER TO SHT L3 FOR PLANT PALETTE, _- 1 EVERGREEN TREES SHADE/STREET TREES GLASS II SHRUBS/ORNAMENTAL 6RASSES/PERENNIALS LANDSCAPE NOTES, DETAILS, AND ` � ► ( ) + CRIMSON SUNSET MAPLE CALCULATIONS. ___-_= I I 1` �!� 6'�5 HOOPSI BLUE SPRUGE ARIZONA SUN 6AILLARDIA LAWN -- llfj{ i'�p;`�,>>� KARL FUGHS GEDAR COMMON HAGKBERRY BLAGK EYED SUSAN --- - -- -- y, GOLOOREEN JUNIPER SKYLINE HONEYLOGUST BLUE ORAMMA GRASS ----- - VANDERWOLFS PINE LITTLELEAF LINDEN BLUE OAT GRASS I l WEEPING WHITE SPRUGE AMERICAN SHEETOUM BLUE RUG JUNIPER ,- TULIP TREE 6 VINYL FENCE ALONG -0000000�� / PURPLE GONEFLOWER ----- I I I �■■■■� // RED FLOWER CARPET 805E PROPERTY LINES $ SIDE _-- _-_-_-_ ■■■■■■� SHADE TREES (GLASS III) - - - - - ----� DARTS GOLD NINEBARK YARDS (TYP). j ■■■� LONDON PLANETREE ORNAMENTAL TREES (GLASS 1) / SEE DTL 4, SHT L5. STELLA DE ORO DAYLILLY JEI rSErgBELTS + SWAMP OAK CANADA RED GHOKEGHERRY / FINE LINE BUCKTHORN - ASSOCIATES GRUZAN CRUSADER HAWTHORN KOBOLD OAYFEATHER j GHANTIGLEER PEAR ORO-LOW SUMAC Site Planning /Landscape Architecture NOTHINGS MAPLE RED HOT POKER 6' HT MODULATED / GONGRETE NOISE teoa Tyree Lane.Stew lBoise,to earns ROYAL RAINDROPS GRABAPPLE / HUSKER RED PENSTEMON -_-_-_-_-_-_-_ Ph.c2oel aaa Tee www.jensenbelts.com SPRING SNOW GRABAPPLE IVORY HALO DOGWOOD � ABATEMENT WALL ALONG KARL FOERSTER REED GRASS MERIDIAN RD. (HIGHWAY 6a) / LITTLE DEVIL NINEBARK (TYP). SEE DTL 5, SHT L5. REVISED / HIDGOTE BLUE ENOLISH LAVENDER NO. DATE DESCRIPTION / IVORY TOWER YUGGA MOUNTAIN FLAME IGE PLANT alley Engineering, Inc. MAIDEN GRASS RED YUGGA CIVIL ENGINEERING I PLANNING I CADD SKY HIGH JUNIPER 4242 N.BROOKSIDE LANE TEL 208-938-0013 Llw SUMMERHINE NINEBARK BOISE, ID 83714 www.baileyengineers.com DRAWN BY:,1,1N CHECKED BY: KCS PROJECT: JBA - 1845 DATE: 3/10/2021 0' 50' NORTH 100' 150' PRELIMINARY PLAT LANDSCAPE PLAN BIRIAFR IRI DOE SU BDIVISIOIN SHEET SGALE 1" = 50' TRILOGY DEVELOPMENT , INC . L2 DATA LAN 5CAFE CALCULATI ONS PLANT FALE77E TOTAL AREA 38.27 AGRES LOCATION BUFFER WIDTH LENGTH REQUIRED PROVIDED SYM GOMMON NAME BOTANIGAL NAME SIZE ................................................................................................................. W. QUARTZ GREEK ST. 37' 1155V 35 = 33 TREES 54 TREES EVERGREEN TREES SINGLE FAMILY RESIDENTIAL ................................................................................... 227 SINGLE FAMILY DETAGHED 123 HOOP51 BLUE SPRUGE PIGEA PUNOEN5 'HOOPSII' 6-8' HT B$B SINGLE FAMILY TOWNHOUSE ................................................ 104 5. MERIDIAN RD. 35' 1260V 35 = 36 TREES 60 TREES � � KARL FUGHS GEDAR GEDRU5 DEODARA 'KARL FUGHS' 6-8' HT B$B GOL06REEN JUNIPER JUNIPERUS SGOPULORUM 'GOL06REEN' 6-8' HT B$B INTERNAL PARK, �' COMMON AREA LOTS ................................................................................................. 4-7 COMMONAREA, 247,170 SF / 8000 = 31 TREES 5�i�i TREES VANDERWOLF5 PINE PINU5 FLEXILIS VANDERWOLFS' 6-8' HT B$B TOTAL LOTS .................................................................................................................... 274 AND STREET TREES (COMMON AREA) WEEPING WHITE SPRUGE PIGEA 5LAUEA VENDULA' 6-8' HT B$B SHADE TREES (GLASS III) COMMON AREA .............................................................................................................. 7.70 AGRES (20.1%) TOTAL NUMBER OF TREES: 100 TREES 713 TREES + LONDON PLANETREE PLATANUS x AGERIFOLIA BLOOD600D 2 GAL BBB USEABLE OPEN SPAGE ............................................................................................... 4.52 AGRES (11.b%) SWAMP OAK QUERGUS BICOLOR 2" GAL B$B EX I STI N6 ZON I N6 .......................................................................................................... RUT SHADE/STREET TREES (GLASS 11) PROPOSED ZONIN6 ..................................................................................................... TN-R + GRIM50N SUNSET MAPLE AGER TRUNGATUM x A. PLATANOIDES 'JFS-IFS 2" GAL B$B APPROX 6' O.G. POST GAP COMMON HAGKBERRY GELTIS OGGIDENTALIS 2" GAL B$B I y2" x 5Y2" RAIL SKYLINE HONEYLOGUST 6LEDITSIA TRIAGANTH05 INERMI5 '5KYCOLE' 2" GAL B$B _/8" x 6" VINYL LITTLELEAF LINDEN TILIA GORDATA 2" GAL B$B PICKET PANELS AMERI CAN 5WEETOUM L I QU I DAMBER STYRAG I FLUA 2" GAL B$B TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B$B ORNAMENTAL TREES (GLASS 1) GANADA RED GHOKEGHERRY PRUNU5 V I R61 NI ANA 'GANADA RED' 6-8' HT. MULTI-STEM 8 x 2 x 2 CEDAR STAKE, 2 PER TREE. GRUZAN GRU5ADER HAWTHORN GRATAEOU5 CRU5-6ALL1 'GRUZAM' 2" GAL Bff B SET STAKES PARALLEL TO PREVAILING GHANTIGLEER PEAR PYRU5 GALLERYANA 'GLEN'S FORM' 2" GAL Bff B WIND. SECURE WITH RUBBER GINGH TIES.DO NOT PENETRATE ROOTBALL. HOTWIN65 MAPLE AGER TATARIGUM '6ARANN' 6-8' HT. MULTI-STEM SEE NOTE 3. ROYAL RAINDROPS GRABAPPLE MALUS x 'JF5-KW5' 2" GAL Bff B ROOT GROWN TO BE I-2" SPRING SNOW GRABAPPLE MALUS '5PRIN65NOW' 2" GAL BBB �� � 5" x 5" SQ POST `� ABOVE FINISH GRADE. < SHRUBS/ORNAMENTAL GRASSES/PERENNIALS TRUNK FLARE MUST BE VISIBLE MfflifflHii H MI ARIZONA SUN 6AILLARDIA 5AILLARDIA x 'ARIZONA SUN' I GAL IN PLANTING BEDS: BLACK EYED SUSAN RUDBEGKIA FUL6IDA '60LDSTRUM' I GAL MULCH AS SPEGIFIED. BLUE 5RAMMA GRASS BOUTELOUA 6RAGILI5 'BLONDE AMBITION' I GAL 5'-0" MIN BLUE OAT GRASS HELIGTOTRIGHON 5EMPERVIRENS I GAL BRUSH AWAY FROM TRUNK. BLUE RU6 JUNIPER JUNIPERUS HORIZONTALIS 'WILTONI' 3 GAL FERTILIZER TABS AS SPECIFIED / PURPLE GONEFLOWER EGHINAGEA PURPUREA I GAL FOOTING PER MF6 // RED FLOWER CARPET ROSE ROSA 'FLOWER GARPET- NOARE' 2 GAL RECOMMENDATIONS // DARTS 60LD N I NEBARK PHYSOGARPUS OPUL I FOL I US VART'S GOLD' 3 6AL SNIP BASKET NOTES: STELLA DE ORO DAYLILLY HEMEROGALLIS 'STELLA D'ORO' 16AL TURN BACK BURLAP I/3.2-O I. VINYL FENGE STYLE MAY VARY SLIGHTLY. / FINE LINE BUCKTHORN RHAMNUS FRA6ULA 'RON WILLIAMS' 5 GAL Mtt�I =III=III=III= I BAGKFILL W/ TOPSOIL MIX 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. KOBOLD 6AYFEATHER LIATRIS SPIGATA 'KOBOLD' 16AL III-III-III-III ,.III_ III_ III;III; AS SPEG'D $ TAMP LOOSELY 6RO-LOW SUMAC, RHU5 AROMATIGA 6RO-LOW 5 6AL IN 4"-6" LIFTS RED HOT POKER KNIPHOFIA UVARIA ' FLAMENGO' 16AL 2 x BALL DIA. I / HUSKER RED PENSTEMON PEN5TEMON D161TALIS 'HUSKER RED' 16AL 6 V I N)"L PR I VAGY FENGE / IVORY HALO DOGWOOD GORNUS ALBA 'BAILHALO' 5 GAL KARL FOERSTER REED GRASS GALAMA6ROSTIS ARUNDINAGEA 'K.F.' 16AL NOTES: NOT TO SCALE / LITTLE DEVIL N I NEBARK PHYSOGARPUS OPUL I FOL I US 'DONNA MAY' 3 6AL I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. / HIDGOTE BLUE EN6LISH LAVENDER LAVANDULA AN6USTIFOLIA 'HIDGOTE BLUE' 16AL 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER j/ IVORY TOWER YUGGA YUGGA FILAMENTOSA 'IVORY TOWER' 3 GAL PLANTING. IF SYNTHETIC WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. / MOUNTAIN FLAME IGE PLANT DELOSPERMA x PWW6025 16AL 3. STAKI N6 OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR 15 MAIDEN GRASS M I SGANTHUS S I NENS I S '6RAG I LL I MUS' 16AL RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN T RED YUGGA HESPERALOE PARVIFLORA 'PERPA' 3 6AL STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF mom " �• rr. +r SKY H16H JUNIPER JUNIPERUS SGOPULORUM 'BAILI6H' 6-8' HT B$B THE I YEAR WARRANTY PERIOD. ". - SUMMERWINE NINEBARK PHYSOGARPU5 OPULIFOLIA 'SEWARD' 5 GAL 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. CONCRETE -4 , d� 6' VINYL FENCE ALONG 6 HT MODULATED TREE PLANT I NCB/STAK I NCB ,e `} _ - PROPERTY LINES $ SIDE CONCRETE NOISE LAWN YARDS (TYP). ABATEMENT WALL ALONG NOT TO SCALE + MERIDIAN RD. (HIGHWAY 6a) -e SEE DTL 4, THIS SHT. (TYP). SEE DTL 5, THIS SHT r _ MOTES 1 } 1. ALL LANDSCAPE SHALL BE INSTALLED IN AGGORDANGE WITH THE G I TY OF MERIDIAN ORD I NANGE REQUIREMENTS. MULGH AS SPEGIFIED. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRR16ATION SYSTEM. BRUSH AWAY FROM STEM. 3. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, OR FAGILITIES. �+ SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL GONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION -"� OF THE LANDSCAPE IRR16ATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJAGENT TO SEEPAGE BEDS TO HAVE A — = = TOP I/3 OF BALL. ROOT BALL THAT DOES NOT EXGEED 18" IN DIAMETER. NO LAWN SOD TO BE PLAGED OVER DRAINA6E SWALE SAND TURN BAGK BURLAP, �q WINDOWS. —III =III- KEEP GROUND LINE SAME AS NURSERY. - =III = 4. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLES AT ALL INTER5EGTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' =III =III= — III=1 FERTILIZER TABS AS SPECIFIED 6 HEIGHT CONCRETE NOISE ABATEMENT WALL BY RHINO ROGK (OR APPROVED SIMILAR) HIGH AT MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' III— = =III—III— TO BE PLACED ON 4 BERM ALONG HIGHWAY bq (MERIDIAN ROAD) - SEE DTL 6, THIS SHT. III=III=I I=1 =III. 1- PLANTING SOIL AS PER SPECS. STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSEGTION STOP SIGNS. GONGRETE NOISE ABATEMENT NALL 5. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING GONSTRUGTION OF NOT TO SCALE THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND UTILITIES. TREES SHALL NOT BE NOTE: DIG HOLE TW I GE THE SIZE OF ROOTBALL. PLANTED WITHIN 5' OF WATER METERS OR UTILITY LINES. 6. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPEGIES THAT ARE SUBJECT TO CITY FORESTER'S PRE-APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY BE ALTERED DURING FINAL 2 SHRUB PLANTI NCB w PLAT LANDSCAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, Z """11 IIIIII „ • AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. NOT TO SCALE 0,,,, iiiiillllllllll � 7. THERE ARE NO EXISTING TREE ON SITE. NO MITIGATION IS REQUIRED. C HT MODULATED I llllulu `° CONCRETE I IIIIIIIIIII NOISE ABATEMENT IIIIII,, 0 z a O Z w WALL TOFF LOT LINE. IIIIIIIIII II IIIII�, m TURF all TOP OF WALL TO BE IIII ° OWNERS DEVELOPER PLANNEWGONTAGT MULCH 10' ABOVE ROAD C/L. oilJ!, PER SPEC I I Im, ° ° GRAVEL ENDURANCE HOLDINGS LLC CHALLENGER DEVELOPMENT JANE SUGGS RESIDENTIAL - ° 0 0 1977 W. OVERLAND RD. 1977 W. OVERLAND RD. GEM STATE PLANNING, LLC SHOULDER UNITS -I- ------------------------------ MERIDIAN, DAH 0 83 6 42 MERIDIAN, DAH 0 83 6 42 9840 W. OVERLAND RD., STE 120 - - — - - BOISE, IDAHO 83709 4 I- =III=^ _ --�-� - (208) 602-6941 II I II I I-III-III III-II I- 10 HWY 20/26 COMMUNITY FUTURE ITD ROAD SWALE Vy, CHINDEN BLVD III-III-III IIIIII-_III_ I II PATHWAY 60' (APPROX 20' TO EP) —1 I—III- GUT EDGE TOP SOIL 4 HT BERM REVISED FINISH 35' - LOT TO ROW LANDSCAPE AREA CENTER LINE 100' FROM ROW N0. DATE DESCRIPTION GRADE OF . E__ mom Amor alley Engineering, Inc. ��,C- r iUMP ■■■■■� CIVIL ENGINEERING I PLANNING 1 CADD 4242 N.BROOKSIDE LANE TEL 208-938-0013 PLANTER GUT BED ED6E NWY C cf (MERIDIAN ROAD) LANDSGAPE BUFFER S JEI�SEN'BELTS BOISE, ID 83714 www.baileyengineers.com NOT TO SCALE NOT TO SCALE 6535 ASSOCIATES DRAWN BY:JJN CHECKED BY: KCS PROJECT: JBA — 1845 DATE: 3/10/2021 ! ^+���� j � ����� She Plaminy/Lanaecape ArcMtecture PRELIMINARY PLAT LANDSCAPE PLAN I fit+s1`�����►� woe Tyrol Lana Ste 130 Boise,■8370e SHEET Pta(208)343-7175 vviow.lensenbelte.com B R I A R R I D O E SUBDIVI S I O N W TRILOGY DEVE E DEVEL OPMENT , INC . - - - - - - - - - - - - W QLJAR— CREEK S-71'T.� - - — �,c�h == 7 �"- 7 FALF.77r= N07ES — — —— — - — 11. 5YM GOMMON NAME 50TANI GAL NAME SIZE — — I ALL LP�NDSG,4PE SHALL BE INSTALLED 1N . : f L L LA• EA - f � 1 ! ! -� �y ACCORDANCE WITH THE CITY OF MERIDIAN ORDINANCE f- ...;, {. l.. f/i//fiil'I r� •f !f, ff � i;. _-'•� ., EVERGREEN TREE-5 REOUiREMENT5. 6' SOLID BLOCK 2 r t 30' LAND APE BLOCK 9 ;r! HOOPSI BLUE SPRUCE PIGEA PUNGENS 'HOOPSI1' 6-5' HT 54B 0 ,52 �, i ¢ '' KARL FUGHS CEDAR GEDRUS DEODARA 'KARL FUGHS' 6-S' HT B B 2- ALL PLANTING AREAS TO BE WATERED WITH AN VI YL FEN E FFER (T(P) AUTOMATIG UNDERGROUND IRRIGATION SYSTEM. 4 ( p) a- " 6 0 GDLOGREEN JUNIPER JUNIPERUS SGDPULORUM 'GOLOGREEN' 6-S' HT B B - 0 0 Q 1a 11 12 1 7,979 N.C. VANDERWOLF5 PINE PINU5 FLEXILI5 'VANIDERWOLFS' 6-S' HT B-$B 0 0 0 ail O W.% 5.1�a.}. % f S,SW s.f. 5,500 a.f. 6,600 a.f. 5,50D sf. 5,500 a.f. 6,600 °.}. WEEPING WHITE SPi2UGE PI GLAUEA 'PENDULA' 6-S HT BBB 5. TREES SHALL NOT BE PLANTED WITHIN THE IO-GLEAR 4 5,500 s.f. 6,600 e.T. 5,500 a.F. ,�,: 5,577 a.f. 5,500 a.f. ,,,, �,,�,.,. ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, o ,. o 6•9°0 a•`• -� ..-•-+� 7,873 a.f. f% SHADE TREES (GLASS III) OR FAGILITIES. SEEPAGE BEDS MUST BE PROTEGTED c¢s _-- •- , : . y . . 1-4 6` CONCRETE FROM ANY AND ALL CONTAMINATION DURING THE .. 1n J L `" WALL ' ~.' LONDON PLANETREE PLATANUS x AGERIFOLIA 'BLOODGOOD' 2" GAL B$B GONSTRUGTION AND INSTALLATION OF THE LANDSCAPE 5 5 . JA III + SWAMP OAK OUERGUS BIGOLOR 2" GAL 5$5 IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR (-I-.I•p) ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BAL. - , r THAT DOES NOT EXGEED 18" IN DIAMETER. NO LAWN U VI ION ,x,.. 1. -: 6,Dg5 a.f. SHADE/STREET TREES (GLASS II) 5OD TO BE PLAGED OVER DRAINAGE SWALE SAND o QQ 12 IANGL WINDOWS. m 5750 of '` �2 { CRIMSON SUNSET MAPLE AGER TRUNGATUM x A. PLATANO IDES JFS-IFS 2„ GAL B4B © }�1 ® 1 a s 8 4.060 of +°'e '' 10 GOMMON HAGKBERRY GELTIS OGGI DENTAL IS 2" GAL 54 B o 6, .+. ' SKYLINE HONEYLOGUST GLED I T51 A TR 1 ACANTHOS I NERM 15 '5KYGOLE' 2 CAL B g 4. NO TREES SHALL IMPEDE THE 4O V 151 ON TRIANGLES SAM s.f. 5,750■.f. 5.750 al. 6.900 S.C. 5,750 a-f. 5,750 a.f, 6,90D a-f. 5.750 a.f. 6,900 a.f. 5.750 a.f. �::,� ; AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR e. LITTLELEAF LINDEN TILIA GORDATA 2" GAL BBB 5,7�a.}. e'; I _ 3•°9° e,f- 3;OO a.f. ,; it AMERIGAN SWEETGUM L I OUI DAMBER STYRAG I FLUA 2" GAL B 4 6 SHRUBS OVER 3 HIGH AT MATURITY WILL BE LOCATED BLOCK .3 i o WITHIN VISION TRIANGLE OR AGHD ROW. AS TREES TULIP TREE LIRIODENDRON TULIPIFERA 2 GAL BBB MATURE, THE OWNER SHALL BE RE5PON5113LE FOR :�• !'! ! I 3.�aT-EASE T 3.990 a-f- ¢ 7 PRUNING TREE GANOFIES TO MEET AGHD REQUIREMENTS ' FOR MAINTANIN Aft I I I ITY ITHIN 4 T T 7 f- o +��' •�:> > G ORNAMENTAL TREES (GLASS I} 0 G GLE V 5 B L W 0 5 REE 'f .ay. ^ R ¢ 5,g03 s.f. � N P I I H g of �r:'� '_�:•'• o AND DEPARTURE V 51ON TR ANGLE. TREES SHALL BE 5 PATH 1 z 0 3990 a.r. a GANADA RED CHOKECHERRY PRUNUS 111R61NIANA GANADA RED 6 8 HT. MULTI-STEM 3 990 a. i g s.}. A N I TYP �, PLANTED NO CLOSER THAN 50 FROM I TERSEGT DN r _ GRUZAN CRUSADER HAWTHORN RATA R A I AM 2 A �- - G EGUS G US-G LL GRUZ GAL B B r:' �:;� .z STOP SIGNS. y S 'ti ¢ J GHANTIGLEER PEAR "1 :L J - PYRUS GALLERYANA GLENS FORM 2 GAL B B i (NI 'LQ�li :; s o r 4P o .Y .4•,f� :�. o Q 5.750 a.f. r • " „ L _ 3,990 a.f. 13 ❑ HOTWINGS MAPLE AGER TATARIGUM GARANN 6 8 HT. MULTI-STEM -'j±rig �' i ' '. 'lG t-.v c : :I` .: 5. LANDSCAPE AND TREES I N FRONT OF BUILDING LOTS 5.250 a, m ROYAL RAINDROPS GRABAPPLE MALUS x JFS KW5 2 GAL B$B - - +" RAL � ON IN RIOR S TO MP ETED RIN TE TREETS E GD L DU G Q SPRING SNOW GRABAPPLE A P 2 A �. M LUS S RINGSNOW GAL BBB N TR T ON O HE E T E D A ON A GO 5 UG 1 F T S LOTS. THE L G TI 5 MAY � GRAVEL- BE ALTERED TO A DMMDDATE DRIVEWAY AND IF L GG S 1.0 of 5,750 A-f- �` SHRUBS ORNAMENTAL GRASSES RENNIALS SHOULDER I IPE 0 '• '•!• :� � •� -IIEW - •6 _ UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5 OF g,g04 a.f, _ ❑ (NP) ARIZONA SUN GAILLARDIA GAILLARDIA x 'ARIZONA SUN' I GAL WATER METERS DR UTILITY LINES. BLAGK EYED SUSAN RUDBEGKI A FULGI DA 'GOLDSTRUM' I GAL ;s 14 r SHRUB BED DEGI UOUS 6. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO 5,750"'• BLOCK 3 i : "• ac 15 BLUE GRAMMA GRASS BOUTELCUA GRAGILIS BLONDE AMBITION I GAL ADDITIONS ANDIDR SUBSTITUTIONS DF SIMILAR (TYP} TREE (Tl'P} Q 0 3.9Oa.f. 5' Lf1 ���GAPE BLUE OAT GRASS HELIGTOTRIGHON SEMPERVIRENS i GAL 3.990 s.f. SPEGIES THAT ARE 5UBJEGT TO CITY FORESTER'S 6,535 a.}. 1 rJ ;y• 24 25 23 18 19 2D 21 22 �' m FFER (TYP} BLUE RUG JUNIPER JUNIPERUS HORIZONTALIS 'WILTONI' 3 GAL PRE-APPROVAL. PLANTING BED DESIGN AND 750 a 5 621 a PURPLE GONEFLOWER EGHINAGEA PURPUREA I GAL OUANTITIES MAY BE ALTERED DURING FINAL PLAT 5, lf 5,750 a.f. . .f. , .f. 5,750 a.r. 5,730 al 5,750 e.T. �. 5750 s :Y� 12 1 Q 16 /� RED FLOWER GARPET ROSE ROSA 'FLOWER GARPET- NOARE' 2 GAL 3.992 s.T. 3,00 a-f- 2 6,250 e.f. f! /� LANDSCAPE PLAN DESIGN. BURLAP AND WIRE f r DARTS GOLD NI NEBARK PHY50GARPUS OPULI FOL IUS DARTS GOLD 3 GAL ® Y STELLA DE ORO DAYLILLY HEMEROGALLI5 'STELLA D'ORO' I GAL BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH ..;..:: 7,g92 a.f. - 10 1 AS POSSIBLE AT LEAST HALFWAY DOWN THE BALL OF FINE LINE BUGKTHORN RHAMNUS FRAGULA 'RON WILLIAM5' 5 GAL ' W A RINE �1 +'0®'°f » KOBOLD GAYFEATHER LIATRI5 5PIGATA 'KOBOLD' I GAL THE TREE. ALL NYLON ROPES TO BE GOMPLETELY REMOVED FROM TREES. GRO-LOW 5UMAG RHUS AROMATIGA GRO-LOW 3 GAL RED HOT POKER KNIPHOFIA UVARIA ' FLAMENGO' i GAL THERE ARE NO EXISTING TREE ON SITE. NO MITIGATION 7,412 a-f. +• W A Rf N E _ ifs HUSKER RED PENSTEMON PENSTEMON DIGITALIS 'HUSKER RED' f GAL RN MEN AL " ; °' IVORY HALO DOGWOOD GORNUS ALBA 'BAI LHALO' 5 GAL S REQUIRED. * E (TYP - -' KARL FOER5TER REED 6RA55 GALAMA6RO5TI5 ARUNDINAGEA 'K.F.' I GAL 0 © 3.674 S.F. 3,572 a-f. 3.570 a.f. 3,57Q 9,F, 3,570 a.T. 3,S7D a-}- 3,570 a-f- i'69 e s _ LITTLE DEVIL N I NEBARK PHYSOGARPU5 OPUL I FOL I U5 DONNA MAY 5 GAL 6,456 a,f Q n 28 n °o N �, = N �, " e o N e A HIDGOTE BLUE ENGLI5H LAVENDER LAVANDULA ANGU5TIFOLIA 'HII7GOTE BLUE' I GAL + BL x N N a•. _: N �' n I I. IVORY TOWER YUGGA YUGGA FILAMENT05A `IVORY TOWER' 5 GAL BL Cx 12 r w� BL 0K 14 N . ::� MOUNTAIN FLAME IGE PLANT DELOSPERMA x PWW6025 I GAL Q) ALLEY z ¢ .+ MAIDEN 6RA55 M 15GANTHU5 51 NEN515 'DRAG I LL I MUS' I GAL Ld RED YUGGA HESPERALOE PARVIFLORA 'PERPA' 3 GAL _+ BL x 1 ALLEY a _ 5K'r' HIGH JUNIPER JUNIPERU5 5GOPULORUM 'BAILIOR 6-8' HT BBB a ¢ 65 of ALLEY 9 uj 5UMMERWINE NINEBARK PHY5OGARPU5 OPULIFOLIA SEWARD 5 GAL 3.570 a-f. 3,570 a.f. 3.570 S.C. 3.570 a.f. 3.570 a.f. - BLa x 10 1 B �Cx �,� '' 6' HT MODULATED 4.600 a-f. n n a $ f o 9N m 6' VINYL FENGE ALONG CONCRETE NOISE 10 L H� N N LAWN PROPERTY LINES 4 SIDE ABATEMENT WALL ALONG 4.600 a.f. °,T � .F;'••n 4• .� YARDS (TIP). MERIDIAN RD. (HIGHWAY 6G) W R RYSTAL LL •: i 15 (TYP). aCK L ST. 1.tT. 1000 a-f. r m 4.600 a.f. 2.717 e.f. ,SOa-T. .•, P 23 O .,+ 23 '• 11 e.f. 2,539 a-T 2,775 a-t 4.14 mf. 4,1+o af. 4,14a af. 4,1+o 4, 0 al, 4,140 a-}- 2,D823 , 2,104 a.} 460 af. }- a M•r''- V � ! 21 a• 1:�EVELCF��ENT 1:�A7A LAN�5CAFE CALCULA71 0N5 2-104 L2Ogg a.f . 04B a}- 2,250 a.} 14 f z 2,250 a.f. m m Q ;+ ' ; 20 m m 20 ; m Q TOTAL AREA ................................................................................................................. 30.2- ACRES LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED r 5 a.f a f r..•.. J Lr 50 — EVE REE 2'2 a.f W QUARTZ GREEIC 5T 3-I' 1155'I ` TREE (TYP 2.250 a.f ¢ 5 :, w J © - 33 TREES 4 TREE 15 } a 5. sr :_ :: 1 s 1 s ¢ 2.250 e.f. SING ................................................................................... 22-1 35 5 S • J 5, ar 4,600 a.f. •, '�•--••` 5•' , .•� 5•' _ SINGLE FAMILY DETAGHED 123 0 14 13 12 11 10 2.719 a.f. 7 2,719 a.f 5 MERIDIAN RD 35 1260I 35 36 TREES 60 TREES 51 NGLE FAMILY TOWNHOUSE ................................................ 104 4.140 s.f. +,140 a.f- 4,140 a-f- 4,140 a.f. 4,140 a.f. 4.140 a.f. . 4,67, a-f. - 9 O = 51 TREES 5G9 TREES . © 18 247,170 SF I �00 ................................................................................................. 2.7,9 af. Q - 1 a COMMON AREA LOTS 47 INTERNAL PARK, 2 a.f. (COMMON ARE J '. . 5� f 1 7 .................................................................................................................... ES • 2.542 a.f ,� COMMON AREA, 10 fa ''i 17 n 719 a-r (G A} n O 19; 'sf f. 2' TOTAL LOTS 274 AND STREET THE 2,082 e.f. 21042104 e.f. Z •-. 17 W C CALLA 1 1 Y 16 2 104 a.f. 2 250 a.T. 2.01B2 •' c, a.f. U ® 1 fi 2.311 a GOMMON AREA .............................................................................................................. -7.70 AGRE5 (20.1%) .f ,°+a. — .3-7r--}•----:—.�.ti.�_,__"�, - -- y. 1 i m 2104 a.T 2250 e.f -.. TOTAL NUMBER of TREES. Io0 TREES �I3 TREES ... . -. - - - 1.41 ar - 12 m 11 ;i:. 1 5 ; m - m fa I-..:'l SPACE 2250 a.f. 2.D62 a.f. :Y ::� °4 a.f. 2 _ _ U5EABLE OPEN ............................................................................................... 4.52 AGRE5 (I1.5%) ® 15 m •� t 2 104 a.f. -- �2.250 a.T. 3 i.. . i 4 10 ;: 14 13 2.052 9.f. �_}•. t' 04 a.f •• Z 1 4 f t _�•• �a.f }i 2.250 s.} NG ZONI NC� .......................................................................................................... RUT EXISTI 1 1 d a 0 d D 1 a , a.f. _ R P ED I R . 5 of � ..,,. �� 13 14 - e.f /�-�•� /� may, 5,g27 a-f, 4,800 a.f. 4,600 a.f. 4,800 a.f. 4,g00 a.f. 4,800 a.f. 4,fiO0 a.l. 4,800 a.F. i,B00 a.F. lil .,: P V OS ZON NG ..................................................................................................... !IV is � �, - ¢ BL OCK 5 15 W. HOWLITE ST. 767 sf OINNER5 DEVELOPER PLANNERIGONTAGT ENDURANCE HOLDINGS LLC CHALLENGER DEVELOPMENT JANE SUGGS 1977 W. OVERLAND RD. 1977 W. OVERLAND RD. GEM STATE PLANNING, LLC MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 9840 W. OVERLAND RD., STE 120 BOISE, IDAHO 83709 (208) 602-6941 Tar DF r'�,•,• AL ��r� .I i N i i i i B R I A R I D G E S B I V I S 1 0 NMARCH IO, 2021 = r JENSENBELTS rr -�' ��� ASSOCIATES a' 8D' 16� 24fl 6535 • �r� P�,�� au.pw,frlq�Lana.f�p.Arohlt.o�fr. MERIDIAN , IDAHO PRELIMINARY PLAT LANDSCAPE PLAN NORTH SGALEI" = 80' ,M�6,-r M z I w a W N (V T J - - - - - I 6Wo CONCEPTUAL OPEN SPACE Z ~ -a cNZ I �z a I Z - - - - - - - �z BRIAR RIDGE SUBDIVISION -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0 d - • = z W Z _ QUARTZ CREEK ST. w — — — Q �1+ W J I Z w _ ■� - - - - - ------------ - Z O m 1 1 MCB/RNEY LATERAL EASEMENT i 1 i � Q ________ __ 0. 3 7 ACRES m _ -- w L DEVELOPMENT FEATURES LOCK 2 i i I Common Lots OI IQ BLOCK 9 I ACREAGE Lot Area Perimeter DESCRIPTION I I I I TOTAL PARCEL-38.27 ACRES BLOCK 1 Lot 1 OPEN 5201 313 IRRIGATION LATERAL } W 6 7 O I TOTAL LOTS-274 BLOCK 1 Lot 8 OPEN 1613 251 BUFFERS ENDCAPS 3 ® © ® 09 10 11 I 13 IN 2 3 4 5 O TOTAL DWELLING UNITS-227 SSAANAL FNc, BUILDABLE LOTS- BLOCK 2 Lot 1 OPEN 22012 1260 IRRIGATION LATERAL 6\STFR O O F lW SF RESIDENTIAL-227 BLOCK 2 Lot 2 OPEN 1567 243 BUFFERS ENDCAPS I Z I i i O i DETACHED- 123 N TOWNHOUSE 104 BLOCK 2 Lot 13 OPEN 5150 1 307 IRRIGATION LATERAL U COMMON LOTS-47 BLOCK 3 Lot 1 OPEN 94887 2145 OPEN SPACE P� _ AVERAGE LOT SIZE-3833.77 TF OF N y 1 MIN. LOT SIZE- 2082.00 qV W JARVIS ST. 1 Y I BLOCK 3 Lot 12 OPEN 1639 252 BUFFERS ENDCAPS O o - - - - - - - - - - - - - - - —r _ _ _ W_JARMS ST. �D Y 4 - - ^I MAX. LOT SIZE-7979.49 BLOCK 4 Lot 1 OPEN 1613 251 BUFFERS ENDCAPS (n I DENSITY DU/ACRE-5.9 COMMON AREA-7.70 ACRES- 20.1% BLOCK 4 Lot 17 OPEN 1639 252 BUFFERS ENDCAPS I \ O E I CHECKED BY: m USEABLE OPEN SPACE- 4.52 ACRES- 11.8% BLOCK 5 Lot 11 OPEN 1410 248 BUFFERS ENDCAPS DAVID A. BAILEY P.E. U I = C BLOCK 6 Lot 1 OPEN 2641 249 BUFFERS ENDCAPS DDRB WN BY: C O llzvvv I J I O O a 11 z BLOCK 6 Lot 9 OPEN 1894 234 BUFFERS ENDCAPS CD ;u BLOCK 7 Lot 1 OPEN 2829 252 BUFFERS ENDCAPS co O O I v 1 0 BLOCK 7 Lot 9 OPEN 1846 233 BUFFERS ENDCAPS VVV\AI © O O BLOCK 8 Lot 1 OPEN 5317 492 BUFFERS ENDCAPS VVVIV l �, VVVIA I i BLOCK ✓ I � 11 w � BLOCK 9 Lot BLOCK 8 Lot 8 OPEN 5373 493 BUFFERS OPEN 16294 1080 COLLECTORNBUF F R y I l� BLOCK 9 Lot 14 OPEN 6489 360 IRRIGATION LATERAL O 1 I> BLOCK 9 Lot 18 OPEN 45966 2648 ARTERIAL BUFFER NAAAAAQ Q O 2 . 18 ACRES O O IC'! 1 2 ry I BLOCK 10 Lot 1 OPEN 1406 225 BUFFERS ENDCAPS 8 I a l } ? a BLOCK 10 Lot 7 OPEN 4954 304 IRRIGATION LATERAL N W BLOCK 10 Lot 11 OPEN 1326 223 BUFFERS ENDCAPS 13 6 Q © m BLOCK 11 Lot 1 OPEN 1351 218 BUFFERS ENDCAPS [WHELIOTROPE ST. 1 vi O N 13 1 MCB/RNEY LA RA AAAAAA AAA/VV`\/VVVx/vVvvvvl 1, y I BLOCK 11 Lot 7 OPEN 4992 305 IRRIGATION LATERAL 1 tJ BLOCK 11 Lot 12 OPEN 1520 227 BUFFERS ENDCAPS II 1 4 O ------Q------- -- ------- 7�----- --�-- - BLOCK 12 Lot 5 OPEN 11481 1064 OPEN SPACE Y I J 2 I BLOCK 13 Lot 1 OPEN 1000 198 BUFFERS ENDCAPS I o I w I BLOCK 13 Lot 6 OPEN 993 210 BUFFERS ENDCAPS o I l o ® I BLOCK 13 Lot 11 OPEN 781 185 BUFFERS ENDCAPS AAAAAAA 1 5 LOCK JAAAAAAA j BLOCK 14 Lot 1 OPEN 4973 286 OPEN SPACE 15 y g 9 I BLOCK 14 Lot 8 OPEN 945 208 BUFFERS ENDCAPS II O Q 1 8 1 9 21 © © ® V I BLOCK 14 Lot 15 OPEN 756 177 BUFFERS ENDCAPS 16 p ' I BLOCK 15 Lot 1 OPEN 651 177 BUFFERS ENDCAPS NAAAAA/ 10 m ap 10 I 16 BLOCK 15 Lot 8 ROAD 4911 293 PARKING I w ® I \LVV BLOCK 15 Lot 15 OPEN 1136 201 BUFFERS ENDCAPS vvvv11 I I/V BLOCK 16 Lot 1 OPEN 910 193 BUFFERS ENDCAPS ----- ------ vvv � BLOCK 16 Lot 8 OPEN 945 208 BUFFERS ENDCAPS _ W_AVENTURINE ST. _ I BLOCK 16 Lot 15 OPEN 785 184 BUFFERS ENDCAPS , _ -- - 0. 26 ACRES � - 1 1 O 5 � _ _ _ I a BLOCK 17 Lot 5 ROAD 5169 293 PARKING / ' W AVENTURINE ST._ BLOCK 17 Lot 12 OPEN 21248 1437 OPEN SPACE m �- � � _ _ _ _ _ / I BLOCK 17 Lot 19 ROAD 5180 293 PARKING y � I � \ BLOCK 18 Lot 5 ROAD 5220 294 PARKING I O O O O O O O \ BLOCK 18 Lot 12 OPEN 19301 1430 OPEN SPACE 0 1 2 3 4 5 6 7 8 9 I �-� � -J - - . ' d- - - _ - � i 6 I} O O O ® © O ® 9 I I w BLOCK 18 Lot 19 ROAD 5176 293 PARKING ' /-+ �+ \ O2 O3 ® 05 © O7 09 10 11 11 13 14 ' BL CK V 3 -, - _ _ - O '� BLOCK 19 Lot 1 OPEN 967 194 BUFFERS ENDCAPS ILu I BLOCK 19 Lot 8 OPEN 945 208 BUFFERS ENDCAPS I z O ' O } ' J BLOCK 19 Lot 15 OPEN 767 183 BUFFERS ENDCAPS ALLEY :': :'.`' : '.'..I .". .:I EP z 3 W I : -. `I I ` : 'I l .: ., .I I : . .I I: -. `I I ` `I I .: ., .I I :..,.I � :.''1 r .'..• •..'I f :I ...I lz Q W a I BLOCK 7 ALLEY I z I a ALLEY - ® JLu N F C.)w 0 z 1. .�.I .:I I... L'.". ..'I 4.'...I .".I I - W 1 I IQ I U OO O O O OO I I 0 W 1 O Y) I 1 1 r - - - _ I V o 11 I I w --- 10 9 10 15 I � 11 12 Z o000 000000 � � 13 14 � Zr--- _ ROCK-CRYSTAL ST. _ - - W ROCK CRYSTAL II ' m -11 I � - - - - - - C - - - _ 1 1 I z I I �_. .• 1 w 13 - '. . .:_.-.�:. O W 13 -•'. . • a-...:,. 2 I a LEGEND V1 2 O •� U I II RIGHT—OF—WAY LINE Qw W U W ., _ -- ----- /+ LOT LINE 1 ' U BLOCK 8 U I 4 _ -- 0 15 -- O 1 5 4 — — — ROAD CENTERLINE Q _ � _ -- o 14 GI 1 $ 5 `.'.' ; 4 1 GC161 — I ROLLED CURB GUTTER AND SIDEWALK o -- -- o - - 4 /N } - oLl- _ 5 a I 0 N , Q ------ EASEMENT W© J -------------- r-- W 15 O QAV\AAA J — _ J 6 I O LOT NUMBER I I 7 , � 1 J 5 1 Q BLOCK NUMBER O BLOCK 7 --- o ��' a lv�1- 1 7 14 13 12 11 10 O " "/VVO STREET NAME J L '- J-1 1- _LJ-1-1- -L -L�_�-��-L -L i ' W. ASHTON DR. 16 --- Z o _ 6 V) n187 6 1 g -- m_ g o o -- azsnz 1 7 - - - O QUALIFIED OPEN SPACE Ld AAAAAA J I 10 W 19 - O7 19 10 z ' - W CHRY -- _ O __ O F SOCOLLA ST. _ 0 _ _ I J o - 0 0 ® 0 11 W _ - _ — 0 — O U � n 1 - - 0 -- -= 21 - 9 21 V I W IQ 13 10 SURVEY LEGEND J 0 W - o © 13 Q I - y � FOUND BRASS CAP MONUMENT 1 I _ 0 0 ® © 7 8 9 10 11 O O O O W == I FOUND ALUMINUM CAP MONUMENT o + l I I FOUND 1/2 IRON PIN >"' - _ _ _ _ . I —— -- -- BLOCK 5 — — —W. HOWLITE ST— — — — — — _ _ _ — � CALC. POINT �- -_ - - - - - - - - - -I v — EP — -- -- EP FOUND 5/8" IRON PIN -- -- -- -- - I . I -- -- PROPERTY BOUNDARY LINE 0 I r— ---- -- -- SECTION LINE U la _...—...—...—...—...—...—. _ e w BOTTOM OF DITCH O U DATE: 60 0 30 60 120 04-07-2021 cc PROJECT: C2015-022 SCALE: 1 " = 60' SHEET I I V m o � O U H c6 E Z I Q °' C W I� or, 00 N� N O w N ■� Z Q ��z I CONCEPTUAL PHASING PLAN Z 3 uj� Lg:z -- -- -- -- -- _ 5 - ao BRIAR RIDGE SUBDIVISION a -- -- -- -- -- -- -- -- -- — - - - - - - - -- -- -- -- - W QUARTZ CREEK ST. -- -- -- -- -- -- -- -- -- -- -- W Z - - - - Lu z Z LU o Z 1 oM I W p m 1 1 � � mo Z. w � N In N O LOCK 2 Q L OC 9 c� m Q LEGEND ® O © ® O9 10 11 13 O O cwn 2 3 4 5 O \ANAL F O O O 6 7 2726 EXISTING CONTOUR G\ST�RNG'j�F` O Q — — — — — — — — — — Z BUILDING ENVELOPE (SETBACK LINE) 10 PHASE LINE A� Q � ® � r w i RIGHT—OF—WAY LINE > ,r Z , LOT LINE 4 Q W JARVIS ST. DHASE i RR RR GRAVITY IRRIGATION LINE q�lp q gP� O W JARVIS ST. i SEWER LINE O i CHECKED BY: W W WATER LINE DAVID A. BAILEY P.E. 1 1 RI P1 PRESSURE IRRIGATION LINE pRB WN BY: O O 2 2 O ; soso STORM DRAIN LINE O I — — — ROAD CENTERLINE 11 1 0 O ® O © O 4 3 2 1 Q 1 0 I ROLLED CURB/GUTTER AND SIDEWALK O O O O N © ; O O 1— Q LOT NUMBER BLOCK J Q Q I 3,570 S.f. LOT AREA Of D 11 BLOCK 7 BLOCK NUMBER w ® ® � FLOW ARROW O 12 O W. ASHTON DR. STREET NAME 100/x � WD Q O J O J 12 J i — HANDICAP RAMP J m m i HYDRANT Q I I W HELIOTROPE 13 1 6 © cn STREET LIGHT � O 13 18 ST. -------- O 1 C� SURVEY LEGEND J FOUND BRASS CAP MONUMENT O 14 OI � FOUND ALUMINUM CAP MONUMENT 15 O O 8 I � � I 0 FOUND 1/2�� IRON PIN LOCK 3 15 0 CALC. POINT O O O O 0 FOUND 5/8" IRON PIN 18 19 16 O -- -- PROPERTY BOUNDARY LINE 10 �'i p0 10 16 I ——— — —— — SECTION LINE — — — — — --- -- BOTTOM OF DITCH 11 11 17 ' W AVENTURINE ST. 1 1 v O O I o W AVENTURINE ST. I 6 1 00 ® O © O ® g Q Li Li _ �- U0 �3 4 6 7 8 9 O 0000, 14 BL CK 6O0 z - -- - -- 15 ZA `D 777 , BLOCK l� w r 7 - . .A L LEY ALLEY � O Ld 8 Q � : I I' "• ." , I�:, .1:�1 L��' `I I � .• I I' � .- , .. I I .. .-I w I... ..I I ;I Q r., " : 1 . .I I.,• I'', .'I i... a E'° :.I i I I"1 •I 2 3 4 5 6 7 8 9 v� � . a..: : � w I OO O O O � w O O W � O I Q 0 z 1 - 1 --- — -- V o 11 N Q_ 1 O Wo Q 0O ® � O7 ® 09 10 O2 O3 ® 05 © 07 8 O9 10 11 12 13 141 C/O Z 41 JI O o Q W ROCK CRYSTAL ST. O Z 0 m 11 0 W ROCK CRYSTAL ST. w 0 O Q � 1 I _j e Z — J 12r�,z_1 13 -1 1. �(�)- Q V o — rn - - w O BLOCK - -- _- O Z 14 1 8 O I, -- O O 7 DHASE 2 w 1 , . . 1 Lw . - w0 Co _j w 1i 7 > rA 14 13 12 11 10 9 —� - I � _ I _I w I I I w �-= � O� 000000 8 - _� QO P H A S E 3 LLJ 18 y _ 6 18 m g z O O O w W CHRYSOCOLLA ST. 11 O - - - J w _ - �0 ® 0 11 w w 13 O O 0 Q -- O O 0 3 4 5 6 7 8 9 Oil -14- --. -� 11 11 O �, - - LOB O 15 15 BL OCK 5 W. H 0 WL I TE ST. Lj (' 0Q0 e J 0 U DATE: 05-03-2021 100 0 50 100 200 PROJECT: C2015-022 SCALE: 1 " = 100' SHEET V I L I MENEM � Oct � 0 � PRELIMINARY PLAT FOR Cm W w� •- z F- w� ; 5113123DIA BRIAR RIDGE SUBDIVISION 4) z 1 N*t 5570 S. MERIDIAN RD. I O <0 wN Z o w o A PORTION OF NE 1/4 SE 1/4 OF SECTION 36 = a N J Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN �'O�A - 1 sS. MER 8A ADA COUNTY, IDAHO W z 5385 S. MERIDIAN RD. W Z I � w 0- 1 2021 N89'21'32"W 1283.52' LEGEND >% W z • -- -- -- -- -- -- -- -- -- Q J• -- -- -- -- -- -- -- - - - - _ _ W QUARTZ CREEK ST. � Z o - - - - _ _ _ _ _ 4 EXISTING CONTOUR 'E �n i S89 21 32 E 1251.50 L3 !c z o M --- 1 S.3 S. 1 BUILDING ENVELOPE (SETBACK LINE) 1 W o 0 7101m, I RIGHT-OF-WAY LINE \ J m 4 zw BLOCK 2 Q LOT LINE �\ ON CATER V � m O Q W BLOCKRRIRR GRAVITY IRRIGATION LINE c AL 0 0 Q 0 ® O 0 s s SEWER LINE ��/NS �" Z 8 9 10 11 � I W W NAL O3 Q ® i WATER LINE �yT CD Fiy�, ZN RI RI PRESSURE IRRIGATION LINE \�F"'� ����' �G\STFQ�O�ji�<0 .� < -113 j 1 S° S° STORM DRAIN LINE ® W JARVIS ST. i i W JARMS ST. 1I rn N NVON ROAD CENTERLINE Nft r C� 0 1 �1 0 i ROLLED CURB/GUTTER AND SIDEWALK ¢ 9TF �pQ � C.) 5 O 2 O I R7824220044 = 09 OFCA I 10 9 8 7 6 5 4 3 2 1 O O O 39 LLC LOT NUMBER E SHAPER VIEW DR. � �_ A. g P O O O 3,570 s.f. _ 6 3 3 LOT AREA BLOCK 3 Q Q O °� m BLOCK 7 BLOCK NUMBER CHECKED BY: I t- o DAVID A. BAILEY P.E. 4 4 °' PROJECT N O w � N I FLOW ARROW DRAWN BY: 7 Q O J O J Q (3 I W. ASHTON DR. STREET NAME SITE CC) L4 IN ■ Is ■ IN IS 8 HANDICAP RAMP Z i W HELIOTROPE 1 N vi o ST. © 1 ____ HYDRANT 1 STREET LIGHT � 14 O ---- - 7 _ \ SHAFER O O SURVEY LEGEND V� IEW DRIVE LOCK 15 3 15 Y BENCHMARK V O I ET 5/8" 18 IRON PIN w/ RED CAP FOUND BRASS CAP MONUMENT \ ® ® ELEV(NAVD88)=2741.17' \ jl m O FOUND ALUMINUM CAP MONUMENT "'• �' ® rn \ SHAFER VIEW ESTATES SUBDIVISION 11 11 O FOUND 1/2" IRON PIN \ . M I u ■ ■ ■ ■ ■ IM 0 \ \ oj W AVENTURINE ST. , 1 CALL. POINT \ o�z Y maw w U O O Lj z o m 5 W AVENTURINE ST. 04 o SpN 3 O FOUND 5/8" IRON PIN co Ofr to1" -- -- PROPERTY BOUNDARY LINE 04 T�Rq� O BL K 310 OOO ® O0® O 1 00® 0© 0 Q 10 11 1© 1©® 3 Ip SECTION LINE \ _ 6 O Z Q 8 15 00 Z - BOTTOM OF DITCH Q N �� H (n ® BLCCK 7 m ALLEY a ALLEY N ' E. SHAFER VIEW DR. o \ I = O 3 1 2 3 4 5 6 7 8 9 vi � Y 1 w o \\ J 1 00® 0 6 0®0 10 11 1 00 ®0©0 8 Q 10 11 1© 1© 14 1 (n � \� Y 10 z I LAKE HAZEL ROAD LAKE HAZEL ROAD W ROCK CRYSTAL ST. 1 m 1, W ROCK CRYSTAL ST. C5 N 1 CA Q OD z �ni Q STA ESKE EL STOCKER 1 OO 03 ® 05 © OO 14 © SUBDIVISION SUBDIVISION (AVICINITY MAP �� © ® 0 15 30 105 0 o I � � ,�_ BL K 8 ® 0 1 - 500, vi © O Q © 6 W 1 R7824220180 1 0 (p rJ 1 J Z I E SHAFER VIEW DR. JQ Y 8O N I CHAMBERS JAMES D 1 r OO o © 18 © 18 m w 10 m 3 0 �9 07 19 ,0 v; i I W CHRYSOCOLLA ST. z ,1 ® ® ® ® 11 N CA ; PLAN SHEET NDEX W 1© 92, Q9 21 @ m ,o ® 10 15 CA , SHEET DESCR PT ON w e OCK 1 5 __ W. HOWLITE ST. P P 1 - INDEX MAP , NOTES , AND VICINITY MAP , o -- -- -_ -- -- -- -- ----- -- -- - N89'12'25"W 1257.74' - w PP - 2 PRELIMINARY PEAT, COMMON LOT TABLE AND STREET DETAILS N o 5 PP - 3 CONCEPTUAL ENGINEERING , LINE AND CURVE TABLES MERIDIANN R z R w S MERIDIAN D. - Q: Z BRIDGE EMMETT & BEVERLY FAMILY TRUST PP - 4 OFFSITE CONCEPTUAL ENGINEERING AND STREET DETAILS PP - 5 CONCEPTUAL SEWER PROFILES U PP - 6 - CONCEPTUAL SEWER PROFILES AND PARCEL TABLE 0 1 Z V) cy) e I� o NOTES: DEVELOPMENT FEATURES ®in W I I I o 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL ACREAGE OWNER Z LOTS. TOTAL PARCEL-38.86 ACRES ENDURANCE HOLDINGS LLC 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD TOTAL LOTS-274 1977 W OVERLAND ROAD ZONE. REFERENCE FIRM PANEL 16001 CO250J REVISED OCTOBER 2, 2003 TOTAL DWELLING UNITS-227 MERIDIAN, ID 83642 BUILDABLE LOTS- I SF RESIDENTIAL-227 DEVELOPER 0 1 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, DETACHED- 123 CHALLENGER DEVELOPMENT STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET TOWNHOUSE- 104 1977 W OVERLAND ROAD ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT COMMON LOTS-47 MERIDIAN, ID 83642 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE AVERAGE LOT SIZE-3833.77 I I I 10 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE MIN. LOT SIZE- 2082.00 ENGINEER W SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND MAX. LOT SIZE-7979.49 LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A DENSITY DU/ACRE-5.84 DAVID A. BAILEY, P.E. PUBLIC STREET. COMMON AREA-7.70 ACRES- 20.1% BAILEY ENGINEERING, INC. r n � USEABLE OPEN SPACE- 4.52 ACRES- 11.8% 1119 E. STATE ST., SUITE 210 ( J i 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE EAGLE, ID 83616 o W ----------------------------- S.36 S.31 APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ZONING 208-938-0013 ISSUANCE OF THE BUILDING Q _ _ _ EXISTING - R4 PLANNER/CONTACT - N89.03'25"W 1329.01' PROPOSED-TN-R S.01 S.06 JANE SUGGS 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH GEM STATE PLANNING, LLC LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF SEWAGE DISPOSAL GEM W. CABLE CAR, SUITE 101 0 THE BOISE - KUNA IRRIGATION DISTRICT. MERIDIAN CITY SEWER BOISE, ID 83709 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE 208-602-6941 PONDS AND SUBSURFACE FACILITIES AS APPROVED BY ACHD. WATER SUPPLY MERIDIAN CITY WATER 7. LOTS 1 AND 8, BLOCK 1, LOTS 1, 2 AND 13, BLOCK 2, LOTS 1 AND 12 0 BLOCK 3, LOTS 1 AND 17 BLOCK 4, LOT 11 BLOCK 5, LOTS 1 AND 9, BLOCK CITY Q 6, LOTS 1 AND 9, BLOCK 7, LOTS 1 AND 8, BLOCK 8, LOTS 1, 14 AND 18, BLOCK 9, LOTS 1, 7, AND 11, BLOCK 10, LOTS 1, 7, AND 12, BLOCK 11, LOT MERIDIAN CITY e 5, BLOCK 12, LOTS 1, 6 AND 11, BLOCK 13, LOTS 1, 8 AND 15, BLOCK 14, LOTS 1, 8, AND 15, BLOCK 15, LOTS 1, 8 AND 15, BLOCK 16, LOTS 5, 12, SCHOOL DISTRICT AND 19, BLOCK 17, LOTS 5, 12, AND 19, BLOCK 18, AND LOTS 1, 8, AND 15, WEST ADA BLOCK 19 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRIAR CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. FIRE DISTRICT 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE MERIDIAN PHASE CONTAINING THE STRUCTURE. DATE: IRRIGATION DISTRICT 04-07-2021 NAMPA MERIDIAN 100 0 50 100 200 PROJECT: IRRIGATION DISTRICT C2015-022 SCALE: 1 " = 100' SHEET Q O U Q c i PRELIMINARY PLAT FOR ._ L Z _c� w� o BRIAR RIDGE SUBDIVISION Z S1 2361 41 820 w N o _ 5385 S. MERIDIAN RD. (5A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 •- a N Z a TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN W N MERIDIAN, ADA COUNTY, IDAHO W z Z I 2021 W Z -- -- -- �-- -- -- - -- -- - _ __N89'21'32"W 1283.52' -- -- -- -- -- a L1 W Lu J - - 13s' -o - - -- -- ss1' - -- -- W QUARTZ CREEK ST. -- -- -- -- -- -- -- -- -- -- •� 1 4 MENEM C3 0 - - - - J / LJ ° co _ _ 462' cc - - - - - - - - - - - - - - - S89'21'32"E 1251.50' - - - - - - - - - - - - - - L3 Q / � - - - - - - - - - - - - - - S.36 S.31 _j m - LEGEND N O 1 I 1 ! I Common Lots 00 1 a i EXISTING CONTOUR 61' SO' 50' 60' 50' 50' 60' 50' 60' SO' �O, w Lot Area Perimeter DESCRIPTION - - - - - - - - - - BUILDING ENVELOPE (SETBACK LINE) 115' I I� 51' 50' 50' Bou LOCK 9 67 118 BLOCK 1 Lot 1 OPEN 5201 313 IRRIGATION LATERAL S�pNAL FN BLOCK 2 RIGHT-OF-WAY LINE S G 2 BLOCK 1 Lot 8 OPEN 1613 251 BUFFERS ENDCAPS ��' G\STER �iJi� O 1,56 sf o Q I LOT LINE 5,750 s.f. ol} N �' I BLOCK 2 Lot 1 OPEN 22012 1260 IRRIGATION LATERAL Q _ Q w RR R� GRAVITY IRRIGATION LINE N 115' N 3 o O o ® o O o © O ® O 10 11 12 0 13 IN O 0 0 0 © rn 7,979 s-f. o a I s s BLOCK 2 Lot 2 OPEN 1567 243 BUFFERS ENDCAPS N�� 2 03 ® O 5,132 s.f. L SEWER LINE BLOCK 2 Lot 13 OPEN 5150 307 IRRIGATION LATERAL r - 6,649 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 9 QP I Z 5,500 s.f. 6,600 s.f. 5,500 s.f. � 5,577 s-f. r- 5,500 s.f. 5,500 s.f. 5,395 s.f. w W WATER LINE 3 IJ U) BLOCK 3 Lot 1 OPEN 94887 2145 OPEN SPACE 9 �� 6,900 s.f. Z I ® BERM W/ CONCRETE P' P PRESSURE IRRIGATION LINE AID A. B P BLOCK 3 Lot 12 OPEN 1639 252 BUFFERS ENDCAPS 7,673 s.f. WALL C SEE SD so STORM DRAIN LINE Q 0 50 0 50 0 60 0 60 50 LANDSCAPE BLOCK 4 Lot 1 OPEN 1613 251 BUFFERS ENDCAPS I V 5 50 p 115' - - - - _ _ _ __ CHECKED BY: in N -# _ _ W JARVIS ST. - - - ROAD CENTERLINE I 1�� a BLOCK 4 Lot 17 OPEN 1639 252 BUFFERS ENDCAPS DAVID A. BAILEY P.E. ��- 652' - - - - - - - r - - _ _ W_JARVIS ST. _ O w ROLLED CURB/GUTTER AND SIDEWALK DRAWN BY: O - Gj5 BLOCK 5 Lot 11 OPEN 1410 248 BUFFERS ENDCAPS DAB I 4 � - - I 229' R 5,750 s.f. M I O " N i N t0 LOT NUMBER 11s' 1 1 6,0 9 s.f. I m 3,570 s.f. LOT AREA BLOCK 6 Lot 1 OPEN 2641 249 BUFFERS ENDCAPS BLOCK 6 Lot 9 OPEN 1894 234 BUFFERS ENDCAPS o OY BLOCK 7 BLOCK NUMBER BLOCK 7 Lot 1 OPEN 2829 252 BUFFERS ENDCAPS O 313r 12 117' o 2 v m 5,750 s.f. 1,639 sf I O 00 O N w Z FLOW ARROW BLOCK 7 Lot 9 OPEN 1846 233 BUFFERS ENDCAPS 30' 4,060 s.f. 4,048 s-f- 1 Q O I W. ASHTON DR. STREET NAME �' © 11 ® O O 10 O ® O O �, 3 105' I O BLOCK 8 Lot 1 OPEN 5317 492 BUFFERS ENDCAPS HANDICAP RAMP 11S 6,197 s.f. O BLOCK 8 Lot 8 OPEN 5373 493 BUFFERS ENDCAPS 6,803 s.f. 5,750 s.f. � 6,900 s.f. 5,750 s.f. � 6,900 s.f. 5,750 s.f. � Sp' O � I 5,750 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. N M 0 125' r+•i HYDRANT 3,990 S.f. 3,990 s.f. I BLOCK 9 Lot 1 OPEN 16294 1080 COLLECTOR BUFFER © 3 105' 0) STREET LIGHT BLOCK 9 Lot 14 OPEN 6489 360 IRRIGATION LATERAL s,7so s.f. BLOCK 3 105' 1 1 � O; a 1 bo Iw w I BLOCK 9 Lot 18 OPEN 45966 2648 ARTERIAL BUFFER 59' 41' 9' 50' 60' S0' 50' 60' 50' 60' 50' ® M n ® Q 6,250 s.f. 115' 15' o o I 3,990 s.f. 3,990 105'S f I� 125' BLOCK 10 Lot 1 OPEN 1406 225 BUFFERS ENDCAPS 50 8 ' 16 la 105' 20' Q 1 SURVEY LEGEND BLOCK 10 Lot 7 OPEN 4954 304 IRRIGATION LATERAL 5,750 s.f. 1,613 sf 5,803 s.f. 00 O a) 3,990 s.f. °° IC01 12 ' I I BLOCK 10 Lot 11 OPEN 1326 223 BUFFERS ENDCAPS 115' o w 3,990 s.f. 6,250 s.f. p� I ra FOUND BRASS CAP MONUMENT 00 a } 105' �+•� a BLOCK 11 Lot 1 OPEN 1351 218 BUFFERS ENDCAPS w I FOUND ALUMINUM CAP MONUMENT ( o 105' J m 125' BLOCK 11 Lot 7 OPEN 4992 305 IRRIGATION LATERAL io © � Q ') © V O FOUND 1/2" IRON PIN LW HELIOTROPE ST_ ,_ 17 1 BLOCK 11 Lot 12 OPEN 1520 227 BUFFERS ENDCAPS 139' i 5,750 s.f. 0 3,990 s.f. 3,990 s.f. (/� 13 I___ 105' I 115' RA 105 ``` 6,250 s.f. m 1 CALC. POINT BLOCK 12 Lot 5 OPEN 11481 1064 OPEN SPACE I ro P 1 O FOUND 5/8" IRON PIN BLOCK 13 Lot 1 OPEN 1000 198 BUFFERS ENDCAPS 1 1 I 13 --�-- - 7 -- -- s,7so s.f. PROPERTY BOUNDARY LINE BLOCK 13 Lot 6 OPEN 993 210 BUFFERS ENDCAPS O 1,613 sf I I 14 0 _ -_- ___ _ BLOCK 13 Lot 11 OPEN 781 185 BUFFERS ENDCAPS Ln 115' SECTION LINE BOTTOM OF DITCH BLOCK 14 Lot 1 OPEN 4973 286 OPEN SPACE O I BLOCK 14 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 50' 50' S0' 50' 50' ® � "0 M 62' 6,604 s.f. 51' S0' 50' 1 00 115' I 14 0 3,91 0 ,s.f. 3,990 s.f. 53' 105 5,750 s.f. BLOCK .3 Y Y 105' I 15 BLOCK 14 Lot 15 OPEN 756 177 BUFFERS ENDCAPS 115' I O Q M O O I 6,011 s.f. BLOCK 15 Lot 1 OPEN 651 177 BUFFERS ENDCAPS in O 3,990 S.T. J 3,990 s.f. BLOCK 15 Lot 8 ROAD 4911 293 PARKING m m I 125 I 24 25 23 18 19 20 21 22 105' 105 6,s35 s.f. 1 BLOCK 15 Lot 15 OPEN 1136 201 BUFFERS ENDCAPS � 15 LO 0 I 5,821 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 1 Q 16 122' 5,797 s.f. 5,356 s.f. 12 M a0 O " LO BLOCK 16 Lot 1 OPEN 910 193 BUFFERS ENDCAPS 1 s2' , 3,992 s.f. 3,990 s.f. 3 6,250 s.f. a j �1 4 "1 106' 105 7' BLOCK 16 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 125' 7,892 Os f 50 5 50 0 5 1 0 1 1 -co �, 11 BLOCK 16 Lot 15 OPEN 785 184 BUFFERS ENDCAPS 10 O M I 326 sf I BLOCK 17 Lot 5 ROAD 5169 293 PARKING M 3,990 s.f. 4,097 s.f. 105 zzzzl 17 144' C11 236' W-AVENTURINE ST. _ ;, BLOCK 17 Lot 12 OPEN 21248 1437 OPEN SPACE - - - - - 198' �` 44 12 d• 6,815 s.f. eW- _ - _ _----- s2 sf a I BLOCK 17 Lot 19 ROAD 5180 293 PARKING to 7,412 s-f. - _ W AVENTURINE ST._ w I O 1 / 4 ' C8 176' - - 68'- BLOCK 18 Lot 5 ROAD 5220 294 PARKING N �, I � BLOCK 18 Lot 12 OPEN 19301 1430 OPEN SPACE O 117' f� 33 1 01 Z °� 04 O BLOCK 18 Lot 19 ROAD 5176 293 PARKING 1 02 0 03 0 ® o Q o © o O 01 ® � 9 w w LOC 14 6 1 _ _ ' BLOCK 19 Lot 1 OPEN 967 194 BUFFERS ENDCAPS 3,674 s.f. 894 sf N I w I BLOCK 19 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 6 3,572 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f� 3,570 s.f. m w 1 6,456 s.f. I } O ° N N ,/� N Cfl N M N m ^1 A 34 ^13 N N M N N 00 N N (^jl N N O O O O O O O O O O 0 r n 1 5 3 1 _ 1 N N N o0 I O BLOCK 19 Lot 15 OPEN 767 183 BUFFERS ENDCAPS z BL K I I N N N N N N ti LO 75 p sf r F N a 115 W M rn M rn rn rn rn ao 04 I 34' 34' 34' 34' 34' 34' 34' I Z 1 I U 0 '_1J I N N} oN w ALLEY '1 : 4,600 s.f. Q N W r• .I • . ..I :I : ._I 1.�4 .'pTI '' i h•:'..I A' 26''• 24'.I 24 .i :29'; 29 4'. ' I' 0 3 34' 34'EP 3 34' 34' 34' 34' Q 1 29'' 24' "24'' '24'� :24': 29` 29' 24'1 24 '24'. :24': 27" •y W 115' I 1 Q BL K 1,000 Sf ALLEY N I 1 ALLEY 8 0 0 z 651 sf 945 sf N �IN V 0 N Z4'' 2'4' 29' 28°: 4' 24' ' a• n9:: :244' 2 a 2¢'. 2¢',. ro L 2T. I' ' 1 :, I. :, I- oo �`i 61 1,z4',{ I 2¢..I (24'; I, 24:<I '24' •29'j - 1 b :.I l 2g W W p 4,600 s.f. Z 1.I L 4. .I Lu 115' I 9 1 1 W Q 1 O o O o ® 0 5 0 6 0 7 0 $ 0 1,84 sf io 'I U I Z O O rn O - 3 570 s.f. O in •rn - I f� rn � I 3,570 s 3 570 s.f. rn 3 570 s.f. 3 570 s.f. - rn rn a 93 570 s.f. - rn O N 3,580 s.f. w 6 w 1 � 1 1 rn rn - 0 0) a � N 1 P/L P/L 4,600 s.f. rn 16 781 sf m N rn rn rn rn rn w 47 -U„ UI • � . O N O O O '0 O I N �o M N In m rn ro O N " 33'-0» 115 N N N N N N N N N N N r N r ' V c r� N O u� O O 00 4 f O N 28' N N _ h N N «J r r N ' ` N ( UO 3 N N N N - N N N N N N 42' 16'-6" 16'-6" 10 LOCI 1 - - I 1'-0" 1'-0» 4,600 s.f. I - f 6 I t-4 - I 5'-0" 8'-0" 8'-0" 5'-0" 4 2 ¢ 15 I Z W ROCK_CRYSTAL ST. _ �, � cs � 1,1316 s 115' - - 0 263' ro �- - - - - - - - - - , C3 248' _ _ _ _ _ W ROCK CRYSTAL ST28' 4,600 s.f- 0 ' 910 sf xx N J - - - - 1 O I r Y 11s' �I 967 sf O SLOPE 2.00% SLOPE 2.00% -10 A" Asignz, to 12 I I 2 �• _ R. m 4,600 s.f. O .N N O N 23 cv Cv O N °i 23 s 2,717 s.f. 94. - - 511 s.f. - - �4 N •. O N I r 115 '0 2 n 1n n n - 2 539 s.f. 88' - 88 2,539 s.f. 2 537 s.f. - 2 718 s.f. a 4" - 3/4" MINUS 3 4 5 6 4 sT - _- - s4 W CONCRETE O 7 O . . I O O O CRUSHED GRAVEL SIDEWALK (TYP.) Z I I O N:': O N 22 w �� ..: 02 22 O I 4" - 3 4" MINUS CRUSHED 13 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 3' 2,250 s.f- -- - 2,082 s.f. - N N '. O N I 2 1/2" ASPHALT / o n 2104 s.f. 88' gg' 2,104 s.f. _ c�. 4,600 s.f. N 94' -- -- 87 2 104 s.f. - g¢'[2,250 s.f. 1 ® . : - 88' - - 1 PAVEMENT GRAVEL (COMPACTION REQUIRED) I ' I BLOCK 8 N ti O N O J O 21 r, - W 115 I I 2,250 s.f. _ V 2,oa2 s.f. 2104 s.f 8 U' z,104 s.f. N N U N N''.' Y ® n , STANDARD ROLLED OR 6" VERTICAL $ 94' -. _ --' -- 2,104 s.f -- 4' 2,250 s.f. `�� RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER PLANS 14 I N 36' 36' 36' 36� 36' 36' OS I-N'_]J!� ® �, 20 4 20 m •.:-�, �.'..:� � 5 I I TYPICAL STREET SECTION 4,600 s.f. I 2,2so s.f. 2,s16 s.f m -_°' N O I 12" - 6" MINUS PIT RUN } 2,54 f. 2,542 s.f. N Cv m O a 115' I I © s4' J 87 s8 88 2,s --' } -- g¢ 2,250 s.f. I NOT TO SCALE n TJ - - - - -- - - - - W l0 15 NI 2,2s0 s.f.. - Q W - J N, O Js��- 19 f f Q 94 2,250 s.f. BERM W/ CONCRETE rn WALL - SEE V / 0 4,600 s.f. I I 119 8 LANDSCAPE 115 14 13 12 11 �' 10 O 2,7s.g4 ._ 8 cO1r '-' 2,719 s.f. 9 5 45 S _ -= o 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. - - - - - - 94 16 I 1 0 4,671 s.f. O © ° 18 O 12 - -- W N T'• �' '• 6 N 18 T..� 2,719 s.f. = N T g7' 2,516 s.f. C14 O N 2,542 s.f. 88' 2,542 s.f. 2 542 s.f. IQ P/L P/L 6 94' 2,719 s.f. 42'-0" \ 6 s �0 I 10 :TN N:. .. 07 17 s i� 00 07 17 - W 1 / 2,250 s.f. _ w N N N N w 04 10 Z I 8T 2,082 s.f. 2,104 s.f. 88' 2,104 s.f. �2,104 s.fN F28 -0"19 _ W_CHRYSOCOLLA ST. 11 j� --'' ® 16ag' __ ss, - s4' 2,2so s.f. IN T,639 s - - - _ - -- 309' V N N.'.: Y N Y N .N• .. Y ® 16 �C Y 1 1 w 1 w I 1'-0" 8 -0 5'-0",» 0 2,250 s.f. 2,082 s.f. 1 N N (� N N- '' U W 1 5'-0" 8'-0" 14'-0" 14'-0" Q 1 1 1 2 u� 20 2 104 s.fcl 721 20, 8' 2,104 s.f. 2,104 s.f. 20, - �' 2,250 s.f. (� WN 15 :'•:N � '. .. '� m 12 , wo 12'-0" 12'-0"1,410 sf m . m m O 15 00N N •.N VN 2,250 s.f. -- -- 87 2,082 s.f. 2104 s.f -- 88' 2,104 s.f. s 13 ��: ."' 10 T --- :-- 88' -- -- 94' 2,250 S. fn I 94' 2 104 s.f. N , 14 10 2.250 s.f. 87' 2,082 s.f. N N.' N N 1 4 Na 13oo 94, - 2104 s.f. 88 2 104 s.f 2 104 s.f �'to _ _00z 14 �,... ;� ._�� •. 11 13 8 ' - 88' -- - s4 2,2so s.f. 218 v I a �-- SLOPE 2.00% SLOPE 2.00% >_ _ _ N N.'•• 1 1 13 .�: ..: 14 42 w 1 O Q O ® O © O ® O 1 0 la 2,71 - -- 2,511 s.f. N 2,51 s.f. --N N-� 2,s38 s.f. N N 2 5 N 2,709 s.f. rr R 86 D R• H4 D R• 85 j S. 5,821 s.f. 4,600 s.f. 4,600 s.f. 4,600 s-f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. LJ.I 88 4,600 s.f. � i 4" - 3/4" MINUSCONCRET O Q I CRUSHED GRAVEL SIDEWALK (TYP.) BLOCK 5 1(n _ 15 _ � W._ _W. HOWLITE ST. 745' _ _ 15 2 1/2" ASPHALT 4" 3/4" MINUS CRUSHED Q-78s s PAVEMENT GRAVEL (COMPACTION REQUIRED) m J 50' 40 40' 40' 40' 40' 40' 40' 40' 40' - - - - - - - - - 767 sf -� c0 66' N __ ___ e STANDARD ROLLED OR 6" VERTICAL N89'12' 5"W 1257.74' -- 42' RIGHT-O F-WAY CURB & GUTTER (TYP.) AS PER -- TYPICAL STREET SECTION PLANS 12" - 6" MINUS PIT RUN NOT TO SCALE DATE: 04-07-2021 PROJECT: 60 0 30 60 120 C2015-022 SHEET SCALE: 1 " = 60' KPP - 21 I I C"� p CD 12" PVC I �II = p In IE(N)=2737.28' /IIII MATCHLINE SEE LOWER LEFT - Q 12" PVC SHEET PP-4 CONCEPTURAL ENGINEERING FOR = � W \� I IE(N)=2737.25' ,-IRRIGATION BOX w/ GATES w I I Z F 8" �/ \ IE(S)=2737.28' TOP=2740.90' I L RCP \ 5"RRCP IE(N)=2738.15' (WEST PIPE) ;,- BRIAR RIDGE SUBDIVISION �, Z IE(E)=2738.46' I \ 15"RCP IE(N)=2738.05' (EAST PIPE) I Q� \IE(W)=2738 94' /\ \ 12" PVC 18"PVC IE(SE)=2733.60' III I I ■_ a ` \ IE(W)=2737.18' Z III I I /j ` I LLI mrn I I I / I Z -- -- \ Uj 15"RCP 15"RCP \ Q o o f / F9 w 7 1 \ - INV=2737.41' \ w� I ~I W w o Z_ I BARN \� \ ', INv-2738.10' - Q ----------_.�---- N Z I I c�i I / I ■si. � � \ v 2'3s \ NEW PRESSURE \ I I I / I Y il \ --- ---------- \�� SSMH \ \ z I I I I Z o m - �_--- ---�- - _ 1\ IRRIGATION PUMP - 1 I / W EGR - - - - _ - -\'Ec� 'R _ SSMHr - __ - - SSMH A3 -- vas - - \� - - - SSMH Al STATION 0 `_ j I/ I m o EGR w EGR W w w _ 1__ W _ - ZLu W W W w 2 ' W W W WNC)RWW I A Curve Table Curve Table Curve Table V m 3, c-cA w w - ---- -w` - w w w w mow_ w w w - i 2737- - - - -i--�-n�� � \i=��`�=s= _��-,� s=2736= \i - -j� _�� _ Curve # Radius Length Curve # Radius Length Curve # Radius Length / - -2737, - _ M - A - - - - - - I _ _ C1 50.00 77.91 C21 73.50 80.37 C41 26.50 11.56 -----------a / C2 50.00 77.82 C22 76.50 3.08 C42 276.50 54.00 SSN FNG SSMH OFFSITE-6 / I C3 300.00 56.62 C23 323.50 24.96 C43 125.00 14.98 Q� ii/v III A C4 100.00 22.96 C24 276.50 2.24 C44 29.00 20.55 N q q PI PI PI� I PI PI PI PI PI PI PI \ IIII C5 300.00 56.33 C25 276.50 12.30 C45 29.00 24.59 �� U HbuSE ' II \\ BLOCK - _ _ BLOCK 9 A P C6 100.00 22.96 C26 123.50 10.65 C46 76.50 14.87 TF OF v C7 100.00 19.44 C27 123.50 22.77 C47 323.50 8.32 "y q, BPN� SHED l 3 O �® O / \O ® O 1 Q - 2 11 _ 13 N C8 300.00 58.59 C28 123.50 50.14 C48 323.50 29.24 ' II » z �27 O a \O O O O5 \ CHECKED BY: L 1__ \ Nf f 3s_ _ \ \ « \ \ \ - IIII / C9 300.00 58.31 C29 123.50 45.87 C49 323.50 24.03 DAVID A. BAILEY P.E. SHED I _ram III V 1<3 - v N v IIIII / \ \ 27 ® III I C10 100.00 20.97 C30 123.50 41.78 C50 323.50 1.60 DRAWN BY: xl VIII « y a I SSMH B1 v SSMH Di / I C11 100.00 57.97 C31 76.50 45.17 C51 276.50 53.74 DAB v IIIo I _ w I C12 100.00 59.04 C32 123.50 27.41 C52 123.50 24.00 - -- \ SSMH D2/P °IIII A \ GARAGE I \ \ N3 W W w w w w w- w w w W w w w w w w w w w w-mow w w w_ _ W JARVIS ST.\ \ a C13 100.00 98.04 C33 123.50 10.75 C53 276.50 7.56 \ I I 4 - - - - _ _ - _ - _ - - - - - - - -� - - - W_JARMS ST. 2 40� -_ °- -- - ' \sue-• s s s s C14 55.00 14.37 C34 75.00 15.73 C54 276.50 3.10 BERM W/ CONCRETE - °oe- obvo I \ w a WALL - SEE \ !-- ------ - / III SSM AI L _ 1 i A X SSlvlk{ C2 \ - w 1 1 \ 9 LANDSCAPE C15 55.00 42.12 C35 323.50 17.83 C55 123.50 28.35 / p ���U \ \ \ SSMH C1 \ \ ` I j I�I // C16 55.00 30.38 C36 323.50 45.05 C56 76.50 17.56 ° 17 s 3 I I / C17 55.00 30.38 C37 76.50 58.16 C57 323.50 1.49 a o / x III m z�4 - 2 $SMH D3 III C18 55.00 39.80 C38 76.50 56.31 C58 323.50 26.67 /T C19 55.00 8.34 C39 76.50 4.87 I III C20 73.50 34.03 C40 26.50 29.73 \\ , 2742 7------ x - \ PI PI PI PI PI PI % % PI q % q � s 1 2 LINE TABLE � 2j438, � � , I II O \ rJ 12 I IRRIGATION BOX - -' -- 1 I \ _ $ I d w ___ o / I LINE BEARING LENGTH rzzzzzzzzj3 \ TOP 274214' IN � - � _ a II o1 I�w � - - 24"RCP IE(W)-2734.49' L1 N89'21'32°W 33.00 t J -2j J v I 18"PVC IE(NW)=2735.29' / » 3 13 9 Im v V III L2 N89'12'25"W 65.01 / / I I HELIOTROPE ST. W W � � � 744 1 42 �� i 6 • \ / / SSMH 1 IN RA 3 13� � � a 1 IJ I / L3 N89'21'32"W 32.01 74 - - �\ '�- -- SSMH A7 R / I L4 NO'34'27"E 20.00 I P L5 SO'37'38"W 20.00 I I I xn III O 2jg 274 3 I � III I " 11111 I � _ 14 v r - - 274_ 2j4 I \ o PI I PI PI -q A O 3 I x i PI T PI % $ \ / ------ \ -- L 4 � -2741 ° I v - BLOC - 6 _ - IIII SSMH A8 - - - - - - K - - - - - \ » ,c a �r ° - 15 I RRIGATION BOX O _ _ _ _ _ I ° 3 U _ d _ _ x v � v � TOP=2741.88' -v47 _ �2 j � � - _- / \ \ m 2742 24"RCP IE(E)=2734.78' I I I� IIII I SMH As I x 111 ® I \ SSMH 12 - - - SSMH I- �� a ' SSMH B2 \ 27 ` - IIIIIII w w w = 74 11 11 I SS#I-r D5 / - - - W w w w \ 2744 s 00000 - - - � � _ _ W_AVENTURINE ST. W x IIII o SSMH Al 0 -- -�� s s s �s ma's - - W W _ _ w w w w74,S x III / � v - W AVENTURINE ST._ a 1 / s IIIIII I / Z 0 SSMH IA11 I 1 I / ' % % % q q -I 3 q PI PI PI I PI a 72 SHED1 �� \ x 1 «I a l 1 O O O I © O ® - I � II l I - L C 14 � Illllyl Iml I L I 1 ' I I ' I OO 3 4 6 7 8 9 ` 2 2 Illlfll Iw / I w Im I I O OOOp I 3 ® O5 7 9 10 11 12 13 14 IIII I A o -x- I 1 OO O ° I ICI / -- -�---- - « V BL K V v _ _ - 1rJ I o IIIIII I I / / \ I PI PI 1 I l I _" ° I II W Q III O I} I PI PI pl I \ •, u74g_ -I: III IIIIII I // /n Q .. ° V J ( \ ALLEY \ : .: : . , .. > A I a I : .� I - -I « 3 \ .. ' a w \ j. �• I•: j L..'•. i h �.I I =' !'..I o I IIII I / LLJ � z \ W ` w w w w w 3 w w Wp. w Lu o IIIIIII w / N / III Q \ BL I K \ SSMH1 ALLF�Y SSMH 64 I -� ►LL w 2749- w .. w. : w III III 1 I / - - --I i ` i _:-� i iSSIv�H .2 F IIII \ SHED // Ip « zi:. :., k'. .::I � s � , : ; CK � r•: : I: . ; � r=•. ..,I , :I • : :I w II II I x II 1 0 O/v0 0 0 009 I � _ -� I IIIIIII I U II III I /I I I I 1 � 9 � V A 2j � 1 I 1 IIIIIII Ida / m 11 15 _ IIII / Z I I BARN �I \ « �� A � 49 • - - - - -- - II 2 3 4 5 6 7 � - �� 9 10 � (IIIIIIII I / - \ x \ \ �� O O O O O O 11 1 13 14 II II RRIGATION Box � - 0000 I 10 I R \ � - IIIIIIII I O / 3 C I _ - IIIIII VI- - _ .I �-\�-------------x \�/`fin^K_CRYSTAL S 1. \ w '" \T-W ' w\ PI pi- q % % 27so «p, 3 q PI q q PI PI PI ll1 I I i w Al1\� _ _ IIIII LEGEND � �� i��� - ��� w w - w w w f w - w w - w w w w w w w w _ 3 SSMH 66 _ _ W ROCK CRYSTAL ST. ��'so _ _ _ _ - J" 1 II111111 ° ° \ \ f SSMH 65 SSMH G� i ' SSMH G2 � Jill I z72F; EXISTING CONTOUR 3-------------- SSMH- - \ 3 _ - - - II II I 1 \ \ SSMH L. I 1 w 274 « « \ 3 I IIIII I - - - - - - - - - - BUILDING ENVELOPE (SETBACK LINE) \ 1 SSMH Al2 I -- - - -- - - - - - W. 1 IIIIIIII I I e r- \ X \ \ \ J -- III IIIII I RIGHT-OF-WAY LINE r I�-- -------------x - - 7 13 3 _ 1 s s 1 3 _, a s :'` LOT LINE I� I 2 C2) _r - « _ O � 2 I Ilillil II I I IRR IRR GRAVITY IRRIGATION LINE 3 O O\ 3 2 274g 14 �o �, IIIIII zl 13 O - O - 2 14 I IIIII I i \ x 3 - O _ s O -_ J J I III III SEWER LINE -----\------- 1 - w w n \ \ / I BLOCK 8 �, 15 Illllllh I I WATER LINE L.L �90 V -- -. V ® IIIII PI PRESSURE IRRIGATION LINE _ \ I I I. W 1 / x « API PI PI PI PI pl 8 3 O CI ; <- 4 2jA s16 m m 4 s m - I BERM W/ CONCRETE STORM DRAIN LINE 0 I I -- } 0 3 16 m I \ L I I 'lal O O -_` _ _ O II 1 WALL - SEE --I------/----- -I \ d J\ 1 I I \ \ I \ 6 JLANDSCAPE - - - ROAD CENTERLINE J 11 I x// 11 ROLLED CURB/GUTTER AND SIDEWALK O w 2742 \ I - 7 -� IIIIII �- L------- - a 1 ° � - ' .. • . I � 2 I I 1 I I I wQ I /a.� 1 I »� . �• ��: III � LOT NUMBER --- ---- �- 3,57o s.r. LOT AREA I / 16 / ° w 3 - - - - - - - - - -- IIIlI11il 1 \ BLOCK 7 BLOCK NUMBER/ I I SSMH��304 // 1 � -•. � ��� • « - I I I W � FLOW ARROW 3 18 6 18 g I1 I ------J--- ---- 1 � w ':. '• �'� -. � W. ASHTON DR. STREET NAME t W IIIII - / / SSMIl M1 I wow w - w \ O ' __ A O O " --' ` -- ^ O 19 : « 3 1 Q Z3 I I \d HANDICAP RAMP L -� -- -- II II a - CHRYSOCO_LLA ST. W�� w _ w_ 9 1 1 Y s s - -- -- -- III III I I HYDRANT - 3 - cYi ® $ 4� 0 YY Ck \ IJ I I I wl T _ _ V C� 11 - W I STREET LIGHT - i � i/ -��� j o 0 0 _ - \ � m :;�•. _ m J � 27 21 m » 3 x O 0 21 1 2739- SSMH _ I REFUSE PILE � v�� / � 13 10 � - - - _- - IIIIIII I I� - _ r x vv / - 13 v I IIIIII I I I SURVEY LEGEND 11 s r - 11 a d © 14 IIIIIII �..T .: I 2 O9 10 11 w _ _ O I I FOUND BRASS CAP MONUMENT i I 3 -= FOUND ALUMINUM CAP MONUMENT w » I 3 � � - BLOCK \ vi w ��w w W W w wW. HOWLITE ST - - w w W w w w - - \ I o FOUND 1 2" IRON PIN I \ _ _ _ SSMH B7 �- w w w I / ® LL � \ 1 o - - - - - - \- - - _ =2743-- - - - - - - '�- _SSMH G3 I I I PI % q % v v SSMH Al SSM H 1 - - - - -� - -� PI PI PI \ _ -- -- -- --- A- --- - -7EP '1 -- -- wee e-2742 �� \ O \ \ \ IIIII III la CALC. POINT o - IIII w -- - - - - 11 - ................ FOUND 5/8 IRON PIN _ _ � I EGR - �R- - - � EGR GR � � I - - _ 7 �a 7 \ --- I - - - �E ) 1 Lr - - �� _ -= c2 36Qi°� � � \ � � - � - - - - - - - - \ \ -- -- BOUNDARY LINE ECR�2736� fcR� © \ _ PROPERTY --f•6/.t _- - EGR _ - -EG>� ==0- = -�=Ems_ \ �c r - - , -- R �. w 1 -- -- -- -- SECTION LINE DATE:- 2 _EGR \\ \\ \ \ I I \ c 04 07 20 1 EG1Z--- 273 - �G _- __� - \ \ \ - - - ^ \ d3 I I _...-...-...-...-...-...-..._ PROJECT: __-_=_==_ - _� y \ _ \ 2740 I X I \ I BOTTOM OF DITCH 12" CMP 735= =273 _ _ _ _� � �\�� R \\ Boll - - f \_ - - - - - \--- \ - _ 1 I I.E.(N)274o.39 60 0 30 60 120 2735- _ = ����� \ \ \ - - \ _ \ - � �I \ I I.E.(S)2740.03 SHEET oe/ ---_-2-7 67 \ r _EGR - - - \ I I I \\ \ \ I R:pp . .2735 SCALE. 1 60'EGR -2739� ----- ARNEGR B Q O U Q w � co c� C_ v N C ♦/R� T CONCEPTURAL ENGINEERING FORr. °' Z BRIAR RIDGE SUBDIVISION • 0 ,o,,o - ------------- _ z I 3 , __—___—___-- F9 W ------------------------------------ LLJ Z Lu � Z o W. AMITY ST. c� MATCHLINE SEE LOWER RIGHT - - _ - - _ - _ _ _ - _ - LEGEND z om- - - - - - EXISTING CONTOUR z w N (n 3 — — — — — — BUILDING ENVELOPE (SETBACK LINE) m RIGHT-OF-WAY LINE I CONNECTION TO LOT LINE 30" CMP 3 I EXISTING WATER I INV=2724.61' — RR RR GRAVITY IRRIGATION LINE S� \S FN LINE EXPECTED 3 S LOCATION, NOT sT _ SURVEY VERIFIED SEWER LINE Q�O� ��G� FR�co�F�� I `" `" WATER LINE ��� I IZ�JI� Id 12 Il2SS 2Ss 12SS 12SS 12SS 12SS 3 I p PI PRESSURE IRRIGATION LINE 3 W— STORM DRAIN LINE OF SSMH OFFSITE-1 // s 3 - - - ROAD CENTERLINE p A gp� SEWER MANHOLE) I ROLLED CURB/GUTTER AND SIDEWALK RIM=2726.57' w 3 � LOT NUMBERCHECKED BY: 12" INV(E,W)=2711.04' 3 DAVID A. BAILEY P.E. 3,570 s.f. LOT AREA DRAWN BY: SSMH OFFSITE-2 w DAB 3 BLOCK 7 BLOCK NUMBER SSMH OFFSITE-3 I 3 I FLOW ARROW I I W. ASHTON DR. STREET NAME • 3 \\L::v HANDICAP RAMP S1236141820 3 HYDRANT 5385 S. MERIDIAN RD, w 3 i I STREET LIGHT I � 3 w 3 SURVEY LEGEND I a 4940SS.3MERIDIAON RD. Q5 FOUND BRASS CAP MONUMENT w 3 FOUND ALUMINUM CAP MONUMENT 3 O FOUND 1/2" IRON PIN w 3 I I 0 CALC. POINT I 3 I O FOUND 5/8" IRON PIN 3 -- -- PROPERTY BOUNDARY LINE 3 ---- -- -- SECTION LINE I BOTTOM OF DITCH 3 w 3 I SSMH OFFSITE-4 I I 3 I 3 w 3 I I » 3 I I 12'-0" S1 2361 41 900 5385 S. MERIDIAN RD. 3 1/2" R. 6" 6" 1 3 " I v R. CONCRETE co I I v Q v O. 3 3 1/2' ASPHALT PAVEMENT i 6"- 3/4 MINUS 3 � I » I I S1131233810 3 2 5570 S. MERIDIAN RD. 12"— s" PIT RUN 3 Lu » I 3 IF— FULL BOND MATH REZI—WELD Q 1000 EPDXY IN ACCORDANCE Z I WITH THE MANUFACTURER'S O SPECIFICATIONS. F 3 0 QUARTZ CREEK ST. » (D 3 6" EXTRUDED CURB DETAIL N -NTS- w » I I 0 I 3 I Li N a 2 > 5 Lu w a w < Z , 3 I Z Q z PROPERTY 3 0 BOUNDARY ROW U 42'-0" Z o z 3 I Lv SSMH OFFSITE-5 I m LLJ I 3 I ww� w� 15'-0" 27'-0" < 18'-0" V) " I 3 3 -0 12'-0" 16'-0" 2 -0 1.75% 2'-0" w� n 3 Q I GRAVEL = 0.25% S1 2361 41 820 S1 1 31 223400 SHOULD ER 2% 2% 3 4990 S. MERIDIAN RD. ���������������� 5385 S. MERIDIAN RD. — OF'yi 3 � 4" OF -3/4" BASE Ld I GRADE TO EXISTING 3 S1131223350 3 1/2" ASPHALT PAVEMENT 7' WIDE 5" THICK CONCRETE e w I S. MERIDIAN RD. SIDEWALK (ACHD SD 709) 6" -3/4" AGGREGATE BASE SIDEWALK TO BE A MIN. TBC r 12" -6" PIT RUN ELEVATION OR MAX 6" ABOVE v 3 ui 6" OF 3/4" CENTERLINE w 3 MINUS SHOULDER EXTEND 3/4" MINUS 6" EXTRUDED CURB - AND PITR N 6" PAST Z SEE DETAIL THIS SHEET. 3 I � EXTEND 3/4" MINUS CURB. (TYP.) AND PITRUN 6" PAST W I CURB. (TYP.) STANDARD VERTICAL CURB & w GUTTER (TYP) AS PER ACHD 3 SD-701 w S1131233810 3 QUARTZ CREEK ST. TYPICAL SECTION I ' I 5570 S. MERIDIAN RD. J �+ W 3 �Wf EXTRUDED CURB l l l i 3 NOT TO SCALE r II < V z VI I I i I W wrn _ Qo MATCHLINE SEE SHEET PP-3 ow" NOTE: STANDARD VERTICAL CURB PER ACHD SD-701 SHALL BE N z S1 2361 1 0060 S1 131223510 USED WHERE LONGITUDINAL SLOPE EXCEEDS 3.0% OR GREATER J� I / I 4975 S. MERIDIAN RD. 3 I 5150 S. MERIDIAN RD. FOR A DISTANCE OF 100 FT OR GREATER, PER ACHD 7207.5.5. NEW PRESSURE w N / , I CURB CUT DRIVEWAYS WILL BE UTILIZED IN THESE AREAS. /IRRIGATION PUMP 3.? I/ P/L STATION —"2 7 3L�, w w `/ w w w w w l - - —FGR 8'-0" 8'-0" �/ O SLOPE 2.00% SLOPE 2.00% J 10 / _ — SSMH OFFSITE-6 3 I T 2 1/2" ASPHALT 0 ICI EXTEND GRAVEL AND PIT P' P' I I I I MATCHLINE SEE UPPER LEFT RUN 6" PAST CURB. (TYP.) PAVEMENT � i AL4" - 3/4" MINUS CRUSHED GRAVEL 0 STANDARD ROLLED CURB & GUTTER (TYP.) AS PER 12" - 6" MINUS PIT RUN ACHD SD-702 DATE: 20' RIGHT—OF—WAY 04-07-2021 TYPICAL ALLEY SECTION 60 0 30 60 120 C20015-022 NOT TO SCALE SHEET SCALE: 1 " = 60' pp _ _M O � SEWER LINE A PROFILE _ oMC (D� � o N � T W ■� Z F co Q SSMH Al SSMH Al5 Z ST :20+06. 2 S :29+71.03 g 2760 745.8 IM:273 .40 2760 = a (n N INV IN:272 .27 S z INV OU •2727.7 N _ cn 3: Lo rn N INV OUT:27 3.17 N N 3 = Z 0000 0000 � `n N °° N C i 'N SS H Al 1 N r W DC w W O N N � � Lo C1! Lf� (6r N ST :20+37. 5 m co� 'N z r o �+ W a r Lrirr .. Q + �c`!� + �N rRIM:2745.75SON N w � �N W w rn o Q �`•� `•� rzo a' NZ O INV IN:272 .50 S + �cry aNr Z o O r N •N = rZ Z = N_O Q N rZ 'O lI7 �� MrN Y 2750 W �w 3 N � coN � cn •• ZZZ c`nc~no'ZZ cn �? ? � �> > 1� � NNN rr,�zo 2750 W $ C* Z W 00 O LnN N Q + : „� (n FX__ N �Z Z � M 'rr .. m � �r 00� n 00 Q + M ..~ L0r O - Q + NNH N �>> zw co �Lo m r� OOr � �pp 17r O � , N --- - - - -- - -(cnn cHowN••�_N ZZZC) _ in ZE�Z�Z Q����QS��Gp\NSATLF VFQ�NO 10 uSN m� _ ZZ0) coIt O Lo co Ocpr n0_ Z ^ + nn (n (n 0 Wm � C1 M + r N >N Lir- r rZ = (,1- = 4. ^Z = 2740 =:fo cnE_ 2740 1�k; N H � >> � G/ m>> m ZZ ZZ n - z n n 0 -_- -- ` NUM 2730 2730 °��F OF D A. B " 126 LF 8" CHECKED BY: 273 L 8" PVC 00 42% DAVID A. BAILEY P.E. 213 DRAWN BY: F 8" PVC .42% 2720 ........ " 12 LF 8" 75 LF•8" PVC 0 .42%4==�� DAB 1 7 LF 4 � C ®0.42% PVC 27 LF 8" 2720 213 F 8" 21 LF 8" C 00. 13 LF 8" PVC ®0.42 50 LF 8" PVC .42% PVC 0.42% PVC G0.42X 59 LF 8" PV ®0.42 ° C ®0. 2% 2710 2710 2705 2705 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 SEWER LINE B PROFILE SEWER LINE C PROFILE 2770 2770 2770 2770 Z (nW3N Z N� cp co cc000 Lq 3 wco cn 2760 Z NO Doo 0 oN �00 * N _ • 2760 2760 2760 N M r- m . �NNNH Lo NNr OWN m N N H + r 14 �O O �Z Z ZO m + N NH O Q,r .. z c000; IN C14 �0� _ � ZO N- - - ZZ= ID + N NmIm 00cpr .. NH >> N �ZZZZ � N- M W 2 + NN ZZ NN ZZZ NRZ yN W O __ __ rr 3 14- O 2750 Z >_>_ - - - - -_ _ _ r 2750 2750 Z 2750 --- - �O �O N r W �r /�� - = NO � � �r �Qj00 N w 00 r _ _ 00 00 00 r r� N r r� Iq N� �r 3 (nr N _ N ..�K � N� � �r U � M O NH _ � co 00 in m6r7N NH �� mO �NNN? 2 N-O NH Z N � N 2 � NZ ZD ���/ __ 2 � NZZZO N fnfn Q + ^NNH N � �> >> �i Q » » m ZZZ 2740 Z Z Z Z Z - 2740 2740 `� ~ -Z Z Z Z ___ - - -- - - 2740 Nam»> (nNRZZZ -- 2730 2730 2730 2730 Z 0 U W 29 LF 8" 2720 8 c ®0.65% 2720 2720 W 136 LF 8" 68 LF 8" ®0.42 PV ®0.42 ° 2 7 2 0 N Li " 381 L 8" pVC 0.42% PVC 00.42 PVC 285 LF 8" 197 8 PVC ®0.42% 285 F 8" VC 00. 5% o: z PVC ® .42% PVC 80 0 40 80 160 Z SCALE IN FEET Lj U 2710 2710 2710 2710 1" = 80$ 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+008+50 j 0 LL rrnn UI SEWER LINE D PROFILE SEWER LINE E PROFILE SEWER NE G PROFILE 0 SEWER LINE F PROFILE 0� > 2770 2770 2770 2770 2770 2770 2770 2770 0 - Z W (n W A N cn W 3 N w Z SSMH Gi gcqN0 NNN� 3W0cc STA:2+ 3.73 � 2760 2760 2760 oN 2760 2760 co co oN ell N 2760 2760 `° `°N RIM:27 s.71 2760 14-r- c`! SS H E1 � r �rrrc`! ao�r M� � INV IN: 721.63 E MMN m0 NNNH N � rNNr 1� r . Z + � o STA:5+ 4.46 m � �NNN? ��o .. � N rrc`! INV IN: 721.63 S o0 o SSMH D2 = � NZzz0 + rzzz w�1n� m + °'NNE `nN o S A•4+69 13 •• .. RIM:27 9.80 = Q, N_ _ _o +r o o INV OU :2721 .5 W + r z Q �Q .. = NO � rZZ ILON- 0) IM:2735 84 SSMHD5 N N FEz z Zz z zz �> � !> It ON W J cncn�- -- (n<- < > z INV IN: 719.14 �SE CA N � -zzz Nw- °' Itr I OUT:2719.04 NW STA:8+ 8.69 N N � _ N z 3 RIM:27 3.69 - - -- - -_ _ -- - + �~ V / W 2750 2750 2750 2750 2750 2750 2750 -- __ - ___ - - -- - - - -_ N= 2750 �r STA:4+42.81 (n� _ -- ---- - (Ln � �> N 00 co� RIM:2735.90 oN cn cn �? r o N �r INV IN:2718.93 SE m O MN Nj M ^N = � Nz . z0 �_ N� __ 0 (n H �Z ZZ NZO _ p 2740 - 2740 2740 2740 2740 2740 2740 2740 N N ZZZ i- V W � 2730 2730 2730 2730 2730 2730 2730 2730 0 U Q e J Z - " " 39 LF8 2720 " 2720 2720 L 8 2720 2720 236 LF a PV ®o.s % 2720 0 378 L s PVC •6 2720 2720 V ° 2 9 LF 8 23 LF 8" PVC 00 42% pV 00.6 C 00. 2% r 1 PV ®0.4 % PVC 0.42% �J DATE: 22 LF 8" 04-07-2021 PVC 00.4 % PROJECT: 2710 2710 2710 2710 2710 2710 2710 2710 c2015-022 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 +50 2+00 3+00 4+00 5+00 6+00 1 +50 2+00 3+00 4+00 5+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SHEET Q O E Q c i SEWER LINE H PROFILE SEWER LINE I PROFILE SEWER LINE J PROFILE SEWER LINE L PROFILE SEWER LINE M PROFILE Z 2770 2770 2770 2770 2770 2770 2770 2770 2770 2770 Z SSMH A C 5 STA:19 52.85 ■= a RIM:27413.32 = tF 3 INV IN: 722.94E � Ljj F9 w W M INV OU :2722.8 NW W W Z M � � N 00 W w Z o 2760 2760 Z 2760 2760 �, 01 �, N 2760 2760 2760 2760 2760 2760 _ � 17 0j^ .. W + n _ z .N � ^ WON 0 NM 4 r- n00 NW Itp Y 00 �O N n (p m 0p W J+� 0000— N 11 00 0) _ NNLfl � > H • � .. z V zv w n > » M ^ m�4 4rV) + Z NN 0 N —Z � I- cDI z� —OZ Z ^ �ZZ= z 00 I- 2750 _ _ 2750 2750 •• _ �, 0 2750 2750 "' --- - - — -- — 2750 2750 N �Z Z "' "' 2750 LO 2750 U' �,� �L' .. 2750 + 2 � O ZZZ � Q -- -- - - � QM»> MT �NN� � � �H _ •• NNE- -- (nH Z NN �zzz � M0I� I�N + I�p �pNAL F V) Z — — LO r-Z Z= Z Z N�) I I��J V KJ_i 2740 2740 2740 2740 2740 2740 2740 2740 2740 — — 2740 �9TF OF A. B P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 DAB ........... 2 LF 8" 264 LF 8 30 LF 8 " "LF 255 LF 8" pV 00.65 o C 00. 5% PVC ®0.42 2720 3 2720 2720 P 2 �. 8 0 2720 2720 0.4 % P c ®0.4 % 2720 2720 2720 2720 2720 2710 2710 2710 2710 2710 L2710 2710 2710 2710 2710 1 +50 2+00 3+00 4+00 5+00 6+00 1 +50 2+00 3+00 4+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 1 +50 2+00 3+00 4+00 5+005+50 1 +50 2+00 3+00 4+00 OFFSITE SEWER PROFILE Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table 2760 2760 Lot Area Description Lot Area Description Lot Area Description Lot Area Description Lot Area Description BLOCK 1 Lot 2 5750 SFD BLOCK 4 Lot 9 4600 SFD BLOCK 9 Lot 4 5500 SFD BLOCK 13 Lot 10 2731 SFA BLOCK 17 Lot 11 2511 SFA SSMH OFFSITE-11 I BLOCK 1 Lot 3 6900 SFD BLOCK 4 Lot 10 4600 SFD BLOCK 9 Lot 5 5395 SFD BLOCK 14 Lot 2 2794 SFA BLOCK 17 Lot 13 2538 SFA STA:2+ 0.00 BLOCK 1 Lot 4 5750 SFD BLOCK 4 Lot 11 4600 SFD BLOCK 9 Lot 6 5132 SFD BLOCK 14 Lot 3 2259 SFA BLOCK 17 Lot 14 2104 SFA RIM:27 5.47 INV IN: 711.00 S BLOCK 1 Lot 5 5750 SFD BLOCK 4 Lot 12 4600 SFD BLOCK 9 Lot 7 7979 SFD BLOCK 14 Lot 4 2250 SFA BLOCK 17 Lot 15 2104 SFA 2750 2750 SSM OFFSITE-2 BLOCK 1 Lot 6 5750 SFD BLOCK 4 Lot 13 4600 SFD BLOCK 9 Lot 8 7873 SFD BLOCK 14 Lot 5 2250 SFA BLOCK 17 Lot 16 2104 SFA STA: +19+19.88 z RIM' 8 ca 3z BLOCK 1 Lot 7 5750 SFD BLOCK 4 Lot 14 4600 SFD BLOCK 9 Lot 9 6085 SFD BLOCK 14 Lot 6 2250 SFA BLOCK 17 Lot 17 2104 SFA INV N:2711.14 E W INV UT:2711.04 N Nz N � �^ BLOCK 2 Lot 3 6649 SFD BLOCK 4 Lot 15 4600 SFD BLOCK 9 Lot 10 6197 SFD BLOCK 14 Lot 7 2719 SFA BLOCK 17 Lot 18 2542 SFA Nz wL Nam? O + N" BLOCK 2 Lot 4 5500 SFD BLOCK 4 Lot 16 4671 SFD BLOCK 9 Lot 11 6250 SFD BLOCK 14 Lot 9 2719 SFA BLOCK 17 Lot 20 2542 SFA 2740 I • ��� _ zp 2740ri BLOCK 2 Lot 5 5500 SFD BLOCK 5 Lot 1 5821 SFD BLOCK 9 Lot 12 6250 SFD BLOCK 14 Lot 10 2250 SFA BLOCK 17 Lot 21 2104 SFA ui �N V) O�N� U_ pnN V)LL n n.N O + NNE in in BLOCK 2 Lot 6 6600 SFD BLOCK 5 Lot 2 4600 SFD BLOCK 9 Lot 13 6250 SFD BLOCK 14 Lot 11 2250 SFA BLOCK 17 Lot 22 2104 SFA L � � .. rz ui +nZZ) N " _» BLOCK 2 Lot 7 5500 SFD BLOCK 5 Lot 3 4600 SFD BLOCK 9 Lot 15 6011 SFD BLOCK 14 Lot 12 2250 SFA BLOCK 17 Lot 23 2539 SFA o O I� C14 2 cD N—O ZZ F = N NZO N �» �— — — -� BLOCK 2 Lot 8 5500 SFD BLOCK 5 Lot 4 4600 SFD BLOCK 9 Lot 16 6250 SFD BLOCK 14 Lot 13 2250 SFA BLOCK 18 Lot 1 2539 SFA fNN �ZZ N 2730 N — 2730 BLOCK 2 Lot 9 6600 SFD BLOCK 5 Lot 5 4600 SFD BLOCK 9 Lot 17 6815 SFD BLOCK 14 Lot 14 2675 SFA BLOCK 18 Lot 2 2104 SFA o U) U) wZz BLOCK 2 Lot 10 5500 SFD BLOCK 5 Lot 6 4600 SFD BLOCK 10 Lot 2 4060 SFD BLOCK 15 Lot 2 2707 SFA BLOCK 18 Lot 3 2104 SFA o w a BLOCK 2 Lot 11 6600 SFD BLOCK 5 Lot 7 4600 SFD BLOCK 10 Lot 3 3990 SFD BLOCK 15 Lot 3 2257 SFA BLOCK 18 Lot 4 2542 SFA N II BLOCK 2 Lot 12 5500 SFD BLOCK 5 Lot 8 4600 SFD BLOCK 10 Lot 4 3990 SFD BLOCK 15 Lot 4 2257 SFA BLOCK 18 Lot 6 2542 SFA > z 2720 2720 BLOCK 3 Lot 2 5750 SFD BLOCK 5 Lot 9 4600 SFD BLOCK 10 Lot 5 3990 SFD BLOCK 15 Lot 5 2257 SFA BLOCK 18 Lot 7 2104 SFA BLOCK 3 Lot 3 6900 SFD BLOCK 5 Lot 10 4600 SFD BLOCK 10 Lot 6 3990 SFD BLOCK 15 Lot 6 2257 SFA BLOCK 18 Lot 8 2104 SFA BLOCK 3 Lot 4 5750 SFD BLOCK 6 Lot 2 3674 SFD BLOCK 10 Lot 8 3990 SFD BLOCK 15 Lot 7 2728 SFA BLOCK 18 Lot 9 2104 SFA II 382 LF 12" J I 0 393 F 12" BLOCK 3 Lot 5 5750 SFD BLOCK 6 Lot 3 3572 SFD BLOCK 10 Lot 9 3990 SFD BLOCK 15 Lot 9 2728 SFA BLOCK 18 Lot 10 2104 SFA Z 371 LF 12" PVC ® .24% 2710 4% 2710 BLOCK 3 Lot 6 6803 SFD BLOCK 6 Lot 4 3570 SFD BLOCK 10 Lot 10 4097 SFD BLOCK 15 Lot 10 2257 SFA BLOCK 18 Lot 11 2538 SFA PVC ®0.24% 52 L 12" PVC ®0.2 PVC 00.24% BLOCK 3 Lot 7 6900 SFD BLOCK 6 Lot 5 3570 SFD BLOCK 10 Lot 12 3992 SFD BLOCK 15 Lot 11 2257 SFA BLOCK 18 Lot 13 2540 SFA u BLOCK 3 Lot 8 5750 SFD BLOCK 6 Lot 6 3570 SFD BLOCK 11 Lot 2 4048 SFD BLOCK 15 Lot 12 2257 SFA BLOCK 18 Lot 14 2104 SFA 0 BLOCK 3 Lot 9 6900 SFD BLOCK 6 Lot 7 3570 SFD BLOCK 11 Lot 3 3990 SFD BLOCK 15 Lot 13 2257 SFA BLOCK 18 Lot 15 2104 SFA 2700 2700 BLOCK 3 Lot 10 5750 SFD BLOCK 6 Lot 8 3570 SFD BLOCK 11 Lot 4 3990 SFD BLOCK 15 Lot 14 2728 SFA BLOCK 18 Lot 16 2104 SFA z 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 BLOCK 3 Lot 11 5750 SFD BLOCK 7 Lot 2 3570 SFD BLOCK 11 Lot 5 3990 SFD BLOCK 16 Lot 2 2717 SFA BLOCK 18 Lot 17 2104 SFA BLOCK 3 Lot 13 5750 SFD BLOCK 7 Lot 3 3570 SFD BLOCK 11 Lot 6 3990 SFD BLOCK 16 Lot 3 2250 SFA BLOCK 18 Lot 18 2542 SFA BLOCK 3 Lot 14 5750 SFD BLOCK 7 Lot 4 3570 SFD BLOCK 11 Lot 8 3990 SFD BLOCK 16 Lot 4 2250 SFA BLOCK 18 Lot 20 2542 SFA L.L BLOCK 3 Lot 15 5356 SFD BLOCK 7 Lot 5 3570 SFD BLOCK 11 Lot 9 3990 SFD BLOCK 16 Lot 5 2250 SFA BLOCK 18 Lot 21 2104 SFA W n BLOCK 3 Lot 16 5803 SFD BLOCK 7 Lot 6 3570 SFD BLOCK 11 Lot 10 3990 SFD BLOCK 16 Lot 6 2250 SFA BLOCK 18 Lot 22 2104 SFA 0 BLOCK 3 Lot 17 5750 SFD BLOCK 7 Lot 7 3570 SFD BLOCK 11 Lot 11 3990 SFD BLOCK 16 Lot 7 2719 SFA BLOCK 18 Lot 23 2537 SFA V BLOCK 3 Lot 18 5750 SFD BLOCK 7 Lot 8 3580 SFD BLOCK 12 Lot 1 2596 SFA BLOCK 16 Lot 9 2719 SFA BLOCK 19 Lot 2 2718 SFA W BLOCK 3 Lot 19 5750 SFD BLOCK 8 Lot 2 4140 SFD BLOCK 12 Lot 2 2152 SFA BLOCK 16 Lot 10 2250 SFA BLOCK 19 Lot 3 2250 SFA �J W BLOCK 3 Lot 20 5750 SFD BLOCK 8 Lot 3 4140 SFD BLOCK 12 Lot 3 2152 SFA BLOCK 16 Lot 11 2250 SFA BLOCK 19 Lot 4 2250 SFA r �• BLOCK 3 Lot 21 5750 SFD BLOCK 8 Lot 4 4140 SFD BLOCK 12 Lot 4 2600 SFA BLOCK 16 Lot 12 2250 SFA BLOCK 19 Lot 5 2250 SFA V J W BLOCK 3 Lot 22 5797 SFD BLOCK 8 Lot 5 4140 SFD BLOCK 12 Lot 6 2600 SFA BLOCK 16 Lot 13 2250 SFA BLOCK 19 Lot 6 2250 SFA 0 BLOCK 3 Lot 23 5750 SFD BLOCK 8 Lot 6 4140 SFD BLOCK 12 Lot 7 2152 SFA BLOCK 16 Lot 14 2710 SFA BLOCK 19 Lot 7 2719 SFA BLOCK 3 Lot 24 5821 SFD BLOCK 8 Lot 7 4140 SFD BLOCK 12 Lot 8 2152 SFA BLOCK 17 Lot 1 2511 SFA BLOCK 19 Lot 9 2719 SFA n/ BLOCK 3 Lot 25 5750 SFD BLOCK 8 Lot 9 4140 SFD BLOCK 12 Lot 9 2599 SFA BLOCK 17 Lot 2 2082 SFA BLOCK 19 Lot 10 2250 SFA \ BLOCK 4 Lot 2 6604 SFD BLOCK 8 Lot 10 4140 SFD BLOCK 13 Lot 2 2744 SFA BLOCK 17 Lot 3 2082 SFA BLOCK 19 Lot 11 2250 SFA r BLOCK 4 Lot 3 6535 SFD BLOCK 8 Lot 11 4140 SFD BLOCK 13 Lot 3 2272 SFA BLOCK 17 Lot 4 2516 SFA BLOCK 19 Lot 12 2250 SFA �•/ W � BLOCK 4 Lot 4 7892 SFD BLOCK 8 Lot 12 4140 SFD BLOCK 13 Lot 4 2271 SFA BLOCK 17 Lot 6 2516 SFA BLOCK 19 Lot 13 2250 SFA BLOCK 4 Lot 5 7412 SFD BLOCK 8 Lot 13 4140 SFD BLOCK 13 Lot 5 2743 SFA BLOCK 17 Lot 7 2082 SFA BLOCK 19 Lot 14 1 2709 SFA �-/ m J BLOCK 4 Lot 6 6456 SFD BLOCK 8 Lot 14 4140 SFD BLOCK 13 Lot 7 2742 SFA BLOCK 17 Lot 8 2082 SFA Z BLOCK 4 Lot 7 4600 SFD BLOCK 9 Lot 2 5577 SFD BLOCK 13 Lot 8 2269 SFA BLOCK 17 Lot 9 2082 SFA BLOCK 4 Lot 8 4600 SFD BLOCK 9 Lot 3 5500 SFD BLOCK 13 Lot 9 2268 SFA BLOCK 17 Lot 10 2082 SFA O U 80 0 40 80 160 DATE: 04-07-2021 PROJECT: SCALE IN FEET C2015-022 1" = 80' SHEET