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Application
Charlene Way From:clerk@meridiancity.org Sent:Thursday, September 23, 2021 11:15 AM To:Charlene Way Subject:Development Application Transmittals - Moshava Village Subdivision AZ, PP H-2021-0067 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Moshava Village Subdivision AZ, PP H-2021-0067 Hearing Date: November 4, 2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: November 4, 2021 Planner: Joseph Dodson File No.: H-2021-0067 Project Name: Moshava Village Subdivision Request: Annexation of 5.14 acres of land with the R-15 zoning district; and Preliminary plat consisting of a total of 30 single-family residential building lots and 3 common lots on 6.48 acres of land, by JUB Engineers, Inc. Location: The site is located at 4540 W. Franklin Road and 4490 W. Franklin Road, near the northeast corner of W. Franklin Road and N. Black Cat Road, in the SW ¼ of the SW ¼ of Section 10, Township 3N., Range 1W. Planning Division E IDIA �1�T.-----' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0067 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: WENDY SHRIEF, JUB ENGINEERS, INC. Phone: 208-376-7330 Applicant address: 250 S BEECHWOOD AVE STE 201, BOISE, ID 83709 Email: wshrief@jub.com Ownername: RILEY VERNER, ZION VENTURES, LLC Phone: Fax: 1307 E. LONE CREEK DRIVE, EAGLE, ID riley@markbottles.com Owner address: 83616 Email: Agent name(e.g.architect,engineer,developer,representative): RILEY VERNER Firm name: ZION VENTURES, LLC Phone: 2083767330 Fax: Address: 1307 E. LONE CREEK DRIVE Email: riley@markbottles.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): S1210336450 Township,range,section: 3N 1 W 10 Project Description Project/Application Name: Moshava Village Subdllvslon -AZ, PP Description of work: Annexation and Zoning of 5.14 acres of land from the RUT to the R-15 zoning district and a Preliminary Plat consisting of 30 single-family residential building lots and 3 common lots on 6.48 acres of land. 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 Annexation and Zoning-AZ: CHECKED Preliminary Plat-PP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0620 TYPE OF USE PROPOSED Residential: CHECKED PROPERTY INFORMATION General Location: NE corner Franklin and Black Cat Current Land Use: Vacant and County Residential Total Acreage: 6.48 Prior Approvals(File Numbers): H-2020-0042 (portion of project already annexed) Traffic Study Required per ACHD: No ZONING DISTRICT(S) R-15: CHECKED County: CHECKED FLUM DESIGNATION(S) Medium-High Density Residential: CHECKED Acreage-Medium-High Density Res: 6.48 PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 09/08/2021 Landscape Plan Date(MM/DD/YYYY): 09/09/2021 Elevations Date(MM/DD/YYYY): N/A Percentage of Site Devoted to Building: See attached Percentage of Site Devoted to Landscaping: 11.6% Percentage of Site Devoted to Paving: See attached Irrigation District: NMI D Primary Irrigation Source: NMI D Secondary Irrigation Source: City of meridian Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 0 Minimum Square Footage of Ground Floor Area for Multi-Story Units: N/A Proposed Building Height: N/A Existing Floor Area(If Applicable): N/A Gross Floor Area Proposed: N/A Hours of Operation(Days and Hours): N/A Number of Standard Parking Spaces Provided: 60 garage pkg. spaces Number of Compact Parking Spaces Provided: N/A 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 Number of Residential Units: 30 Minimum Square Footage of Living Area(Excluding Garage): 1,200 Gross Density: 4.63 DU /AC Net Density: 6.18 DU /AC What was the date of your pre-application meeting?: 06/17/2021 What was the date of your neighborhood meeting?: 09/01/2021 PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: AZ/RZ ONLY R-15: CHECKED Acreage-R-15: 4.68 PLATS ONLY Number of Building Lots: 30 Number of Common Lots: 3 Total Number of Lots: 33 Minimum Lot Size: 5,625 s.f. Average Lot Size: 5,869 s.f. Area of Plat: 6.48 acres Plat Date(MM/DD/YYYY): 09/08/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Acres of Qualified Open Space: 0.75 ac. Percentage of Qualified Open Space: 1 1.6% QUALIFYING SITE AMENITIES Open Grassy Area(min.50'x 100')-Multi-Family: CHECKED TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Wendy Shrief MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 fJU " " OMPANIES S iAp000N �IRpPiwa f� I GROUP INC. J•U•B ENGINEERS,INC. September 7, 2021 City of Meridian Planning Division 33 D. Broadway Ave. Ste 102 Meridian, ID 83642 RE: MOSHAVA VILLAGE SUBDIVISION— PRELIMINARY PLAT, ANNEXATION AND ZONING APPLICATIONS To Whom It May Concern: On behalf of our client, Zion Ventures LLC, please accept this request for a Preliminary Plat and Annexation and Zoning applications for Moshava Village Subdivision; the proposed development will be constructed on an approximately 6.5 acre parcel located on Franklin Road near the southeast corner of Franklin Road and Black Cat road. The proposed development includes a total of 30 single-family residential lots with a residential density of approximately 4.63 dwelling units per acre. R-15 zoning is being requested. Preliminary Plat Thirty residential lots and three common lots are proposed for the Moshava Village Preliminary Plat. All proposed subdivision lots meet City of Meridian R-15 dimensional standards; 11.6 % of the subdivision has been dedicated to open space. The average lot size will be 5,869 s.f. There are adequate public services available to this area to serve the subdivision; water and sewer will be extended from Franklin Road. The development will be served with public sewer and water by City of Meridian. Fire protection will be available through the Meridian Fire Department. Storm water will be retained on site and designed by a civil engineer in accordance with City of Meridian requirements. Access to the development will be provided off of Franklin Road and from the north off of Ten Mile. Internal access to residential and commercial lots will be provided via public roads. Annexation and Zoning R-15 zoning is being proposed for Moshava Village Subdivision to allow for our client to have some flexibility in the design of a development of a site that has a number of site constraints. The proposed zoning is compatible with Meridian's Comprehensive Plan. submitted concurrently a 2760 Excursion way Meridian,ID,83705 p 208-376-7330 f 208-323-9336 w www.jub.com The development has been designed in accordance with the City of Meridian's Code and Comprehensive Plan. Please contact me at 376-7330 if you have any questions regarding this application. Sincerely, J-U-B ENGINEEFI S, Inc. �) N-Q Wend Shrief, AICP www.jub.com J-U-B ENGINEERS,Inc. Arl -U-B • � A , _ AVIATOR PARK LLC i '-.. ! ► µ J-U-B ENGINEERS, INC. ` — J N o c o M L LI i p o Z x a) 00 o k LLJ — i V m cz Z c _ Lu •� 0 ' ; , c .l N 60 120 SCALE IN FEET v + LILJENQUIST, SHAWN r r• w z O � � oQO oC _ z COMPASS PUBLIC a = Z m w Q • , ` 1 �r CHARTER SCHOOL INC J_ } } wUwH � 11 MADARIAGA, ANTHONY +' J ¢ 00 a X uj �O • z H Q d m z - z w (if O +s OZ = � vO} >Ln O • ' tL w � 0 Z 'C aiOW0 wm2002 � Q � = o � � vv) _ QQO � � w wW, = � wWmZ�>zo ! EDGERTON, CLYDE MILTON W , Y FRANKLIN ROAD COMPASS PUBLIC = zz ` PARTNERS LLC CHARTER SCHOOL INC MARACA INVESTMENTS LLC ? = Q W � = z0 � 0cnQcn Z - ROHM, TONI r ABERASTURI, RICHARD D - { o FRANKLIN ROAD O m PARTNERS LLC Q r Q • p x - — w 7 z I CD 'R T �► � V Q Z p U a) v�. Z ' +y 1 U � r � y f+i o NELSON, KATHRYN M ' Q `I 1 _ _ cr Z j„ . fi , --. ROWLAND --� MOSHAVA VILLAGE U Q & TELFORD y W p Q *''r,�.� - ? - . LLC LL LL � ,,b , N ";,- LL 0 � � Ct um" � W cl: U IDAHO POWER J � I— w COMPANY m - z iz "� - z _ co W J - V FILE : AREAEXHIBIT w Q l Ti • L i ` l W z ' �r.i 1y- +� -- — DRAWNOBYJ.# 10 21 079 �' - - - EP — — — — — EP — — — — — EP — — — — — EP — — — — — EP — — — — — EP — — — — — EP — — — — — EP — — — — — EP — — — — — EP — — — — — EP - - - - - P _ .- DESIGN BY: O CHECKED BY: FL m ONE INCH 2 ? _ �~ AT FULL SIZE, IF NOT ONE NT— ham " , �'L.-- ,• ._ _ T INCH SCALE ACCORDINGLY T N - _ FRANKLIN ROAD LAST UPDATED:9/8/2021 o � SHEET NUMBER: W -d - __ - - :do 1of1 d � ADA COUNTY RECORDER Christopher D. Rich 2016-068731 BOISE IDAHO Pgs=2 VICTORIA BAILEY 07/29/2016 12:16 PM TITLEONE BOISE $13.00 TitleOne a title & escrow co. Order Number: 16273433 Warranty Deed For value received, Chuck Lakey, also known as Charles V. Lakey, a married man , as his sole and separate property the grantor, does hereby grant, bargain, sell, and convey unto Charles D. Bowery Jr. and Linda L. Bowery, husband and wife whose current address is 4490 W Franklin Rd Meridian, ID 83642 the grantee, the following described premises, in Ada County, Idaho, to wit: A parcel of land in the Southwest quarter of the Southwest quarter of Section 10, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at the section corner common to Sections 9, 10, 15 and 16, Township 3 North, Range 1 West, Boise Meridian; thence East along the Section line 908.47 feet to a point; thence North 00°08'20" West 30.00 feet to the Northerly right of way line of Highway 30, to the Real Point of Beginning; thence North 00°08'20" West 1058.00 feet to a point thence East 205.90 feet to a point; thence South 00°08'20" East 1058.00 feet to a point on the Northerly right of way line of Highway 30; thence West along said right of way line 205.90 feet to the Real Point of Beginning. Excepting therefrom the following described parcel of land conveyed to the Ada County Highway District, recorded February 16, 2016 as Instrument No. 2016-012432: A parcel of land being a portion of the parcel described in Deed of Trust Instrument No. 111053268, as filed in the Ada County Recorder's Office, located in the Southwest quarter of the Southwest quarter of Section 10, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Southwest section corner of said Section 10, monumented by a 3.5" brass cap (Corner Record No. 110039755), from which the South quarter corner of said Section 10, monumented by a 3.5" brass cap (Corner Record No. 112067280), bears South 89015'34" East, a distance of 2640.64 feet; thence South 89"15'34" East, coincident with the South line of said Southwest quarter, a distance of 908.47 feet; thence North 00°36'06" East, a distance of 30.00 feet to the Southwest comer of the parcel described in said Deed of Trust and the Point of Beginning; thence continuing North 00036'06" East coincident with the Westerly line of said parcel, a distance of 5.88 feet; thence South 89015'34" East, parallel with and offset 5.88 feet Northerly of the Southerly line of said parcel, a distance of 205.90 feet to the Easterly line of said parcel; thence South 00"36'06" West, coincident with said Easterly line, a distance of 5.88 feet to the Southeast corner of said parcel; thence North 89"15'34" West, coincident with the Southerly line of said parcel, a distance of 205.90 feet to the Point of Beginning. 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. Dated: July 27, 2016 Chuck L qe avonn Lakey State of Idaho, County of Ada, ss. On this _c day of July in the year of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Chuck Lakey and Davonn Lakey, known or identified to me to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. Notary Public Residing In: tte$aIIts My Commission Expires: ����� � Pt •`o�� (seal) COMM, EXPIRES.--"fi.0s:2c :+ ,.. .,��,� '% RESIDE: MERIDIAN, Ip` r :e p a 7'440 �ht Iwo .4 v0*0 � .%,*#,`#OF I'D iftE!!i AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1,_�_-d��'�c�fd y��.� .!L 28•\X l� . 1,m,.�. ��. (name) (address) (city) (state) being first duly sworn upon,oath,depose and say: I. That 1 ant the record owner of the property described on the attached, anti 1 grant my permission to: (name) (address) (z�l b 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. 1 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). s a- Dated this L _ day of �- al-cv-arc 20 - V � (Signature) SUBSCRIBED AND SWORN to before nie the day and year first above written. 0� .•`•� 30 �'••, {� a tc for Idaho) • 1 1. O�•��v'°N'4i�•.•� '� Residing at: cLra-.. • • ��fln Z ; d • n : My Commission Expires: tRc%05.29 20) Filed at the request of/ ) When recorded return to: ) ADA COUNTY RECORDER Phil McGrane Fox Land Surveys ) BOISE IDAHO Pgs=2 BONNIE OBERBILLIG 2021-028763 680 S.Progress Ave ) COMPASS PUBLIC CHARTER SCHOOL 02/22/2021 0 : PM AMOUNT:$1 Suite#2B ) $15.00 Meridian, ID 83642 ) 00940552202100287630020022 QUITCLAIM DEED PARCEL B to Parcel A p✓ a.r�1.0 wncp-- FOR VALUE RECEIVED, Compass Public Charter School, Inc, GRANTOR, does hereby convey, release, remise and forever quitclaim unto Compass Public Charter School, Inc,GRANTEE, whose current address is 4667 W. Aviator St, Meridian, ID 83642,the following described real property in Ada County, Idaho,to wit: See Exhibit "A"attached hereto and made a part hereof. TO HAVE AND TO HOLD the said premises, unto the said grantees, heirs and assigns forever. Executed this (a!' day of February 2021. Compass Public Charter School, Inc. ADA COUNTY RECORDER Phil McGrane 2021-040262 BOISE IDAHO Pgs=2 CHE FOWLER 0311212021 02:58 PM =� COMPASS PUBLIC CHARTER SCHOOL AMOUNT:$15.00 By:Xorm Varin 00952601202100402620020025 Its: President State of Idaho}ss County of Ada} On this �day of February 2021, before me, the undersigned, a Notary Public in and for said state, personally appeared Norm Varin, known or identified to me to be the President of the Corporation, and acknowledged to me that he executed the forgoing in said Corporation name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. ....•••per,'•,,, Notary 1y0 TAJ? y . Z p= Residing at: Ad'— r • : z; PUB L1 ':, Nb.a1%e 0; Commission Expires: 4, // Zv2y •.....•• ''•., OF l 1�04.••' se it HMH Engineering Fox Land Surveys 680 S. Progress Ave.,Suite#2B • Meridian, Idaho 83642 •Tel: 208-342-7957 Web: hmh-Ilc.com • Equal Opportunity Employer Page 1 of 2 07/22/2021 9:30 AM EXHIBIT 'A' PARCEL B to Parcel A LEGAL DESCRIPTION A parcel of land situated in the Southwest 114 of the Southwest 114 of Section 10, Township 3 North, Range 1 West, Boise Meridian,Ada County, Idaho, being a portion of Grantor's parcel(granted under Warranty Deeds Instrument No. 2020-040714), more particularly described as follows: COMMENCING at the Corner of Sections 9, 10, 15 & 16 in the intersection of W. Franklin Road and N. Black Cat Road monumented by a found Aluminum Cap as shown on Corner Record Instrument No. 2018-016068, from which the 1/4 Corner common to Sections 10 and 15 monumented by a found Aluminum Cap as shown on Corner Record Instrument No. 2018-088996 bears South 89°15'37" East, 2640.62 feet; thence South 89°15'37" East, 908.47 feet;thence North 00°35'11" East,35.88 feet to the Northerly right-of-way for W. Franklin Road, the Southwest corner of Warranty Deed Instrument No. 2018-083763, the Southeast corner of Parcel B; thence along said right-of-way, North 89°15'37" West, 206.36 feet to the Southeast corner of Quitclaim Deed Instrument No. 2019-030220 and the Southwest corner of Parcel B;thence along the Easterly boundary of said deed parallel with the Easterly line of the Southwest 1/4 of the Southwest 1/4 of Section 10, North 00°36'41" East, 319.00 feet to the Northwest corner of Parcel B and the POINT OF BEGINNING; Thence continuing along the Easterly boundary of said deed parallel with the Easterly line of the Southwest 1/4 of the Southwest 1/4 of Section 10, North 00°36'41" East, 257.98 feet to the Northeast corner of Quitclaim Deed Instrument No. 2019-030220; Thence continuing North 00°36'41" East,420.00 feet to the Northerly boundary of Warranty Deed Instrument No. 2020-040714; Thence South 89°15'44" East, 205.92 feet to the Northeast corner of Warranty Deed Instrument No. 2020-040714; Thence along the Easterly boundary of said deed,South 00°35'11" West, 678.00 feet; Thence North 89°15'37" West, 206.22 feet to the POINT OF BEGINNING. Containing 3.207 acres, more or less S r FR `SG Prepared by: Ronald M. Hodge, P.L.S. 8575 Survey Department Manager 01•/�u�o 9TE O f ti4� a M goo HMH Engineering Fox Land Surveys 680 S. Progress Ave., Suite#213 • Meridian, Idaho 83642 •Tel: 208-342-7957 Web: hmh-Ilc.com • Equal Opportunity Employer Page 2 of 2 07/22/2021 9:30 AM AFFIDAVIT OF LEGAL INTEREST STATE OF 1DA11O ) COUNTY OF ADA ) ON .�Piougr �c , L4 (name} � It a o (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: G----�t�i•.� --- _-er-�c�.�re_'S 1 """�' ��U�-_���_t-y.�� �_�'c t�G. �JtZ. � `t < (name) (address) --- - -� �3(7k k to submit the accompanying application(s)pertaining to that property. 2. 1 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 properly for the purpose of site inspections related to processing said application(s). Dated this - day of--------.�,R .d , 20�— ( ' nature} SliliSC OBFI) AND SNVORN to before me the day and NV/first above written. (Notary Public for Idaho) CRYSTAL SADLER NOTARY PUBLIC-STATE OF IDANO Ala" -4/ COMMISSION NUMBER20213428 Itesiiling at: ia� - � MY COMMISSION EXPIRES 7-21.2W My Conintission Esl>ires: c� AFFIDAVIT OF LEGAL INTEREST STATE OF 1DAII0 COLJ,N'I'Y OFADA L LiL4 q0 Lo, Fr LIP,- PJ • (name) (City) (state) being first duly sworn upon, oath,depose and say: 1. I'lial I am the record owner of the property described on the attached, and I grant my permission to: ------------ (name) (address) �3 Cal to submit theaccompanying application("')pertaining to that property. 2. 1 a'-rec to indemnify, defend and hold the City of Nicridian 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. l herebN grant permission to City of Meridian staff to enter the subject properly for the purpose of'site inspections related to processing said appl I cat 1011(s). Dated this day of Sep+ 20 (Signature) W13WRI[VA) AND SWORN to before me the day and year/I/f above written. Residin-at: Akw d ;722 CRYSTAL SADLER My Commission Expires: /I all )-,7 NOTARY PUBLIC-STATE OF H)AHO COMMISSION NUMBER 20213428 My COMMISSION EXPIRES 7-21-2027 (R,,%fii 29 201 U� ® THE ( GATEWAY (` LAN GOON MAPPING GROUP INC. J•U•S ENGINEERS,INC. J-U-¢FAMILY Of COMPANIES Exhibit "A" Moshava Village Subdivision—Annexation Description Project No. 10-21-079 September 13, 2021 A tract of land situate in the southwest quarter of the southwest quarter of Section 10, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, County of Ada, State of Idaho, and being more particularly described as follows: Commencing at the south quarter corner of said Section 10; thence from said Point of Commencement, North 89°15'37"West, coincident with the south line of said Section 10, a distance of 2,640.62 feet to the southwest corner of said Section 10; thence South 89°15'37" East, coincident with said south line, a distance of 908.47 feet to the Point of Beginning of this description; thence from said Point of Beginning, leaving said south line, the following five (5) consecutive courses and distances: 1. North 00035'11"East, a distance of 354.88 feet, 2. continuing North 00'35'11"East, a distance of 733.00 feet, 3. South 89°15'44"East, a distance of 205.90 feet, and 4. South 00'35'11"West, a distance of 1,087.88 feet to a point on the south line of said Section 10; thence North 89°15'37" West, coincident with said south line, a distance of 205.90 feet to the Point of Beginning. Containing an area of 5.14 acres of land,more or less. The above-described tract of land is shown on Exhibit"B" attached hereto and made a part hereof. End of Description. J-U-B ENGINEERS,Inc. This description was prepared by me or under my supervision. If any portion of this description is modified or removed (including, but not limited to, the graphic portion shown on Exhibit `B") without the written consent of Timothy Harrigan, PLS, all professional liability associated with this document is hereby declared null and void. LAND ENSFO Timothy Harriga S 17665 17665 Date OF OTyY H ARC\ September 13,2021 10-21-079_Franklin_Annex.docx Page 1 of 1 2760 West Excursion Lane,Suite 400,Meridian,ID 83642-5313 it www.6ub.com P 208.376.7330 205.90' I S89'15'44"E I_ . - - . - - '- - ' — I E I 0 o I o � N o O w 3 ^ 00 C a` I n °�° M 0 o `p Z W 0 200 sIn m6mmool SCALE IN FEET N o o O 3 � N q I o 0 I � I � I I I I 9 10 0 205.90' 10 908.47' z N89°15'37"W W FRANKLIN I ROAD S89°15'37"E POB N89°15'37"W 2640.62' 16 15 POC N 15 O LAND LEGEND N SG - - - - SECTION LINE o<vG' V SFO ANNEXATION BOUNDARY LINE � �17665 x - SECTION CORNER A - QUARTER CORNER O - DIMENSION POINT POC - POINT OF COMMENCEMENT POB - POINT OF BEGINNING t 13�Zoz\ E 0 0 3 EXHIBIT "B" MOSHAVA VILLAGE SUBDIVISION SHEET ( B� ANNEXATION BOUNDARY z SITUATE IN THE SW 1/4 OF THE SW 1/4 OF SECTION 10, T3N, R1 W, 1 OF 1 J-U-B ENGINEERS,INC. BOISE MERIDIAN CITY OF MERIDIAN COUNTY OF ADA STATE OF IDAHO a Wendy Shrief From: Paige Bankhead <pbankhead@achdidaho.org> Sent: Friday, September 3, 2021 1:53 PM To: Wendy Shrief Subject: RE:ACHD TIS Email Hi Wendy, A traffic impact study is not required for this development. I recommend private roads for this development.The developer should coordinate with the development to the north or west for access to Aviator.The access on Franklin Road may be required to be temporary until access to Aviator is available for the site. Thanks, Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St.Ste. 200 Phone: (208) 387-6293 It From:Wendy Shrief<wshrief@jub.com> Sent:Thursday,September 2, 20215:47 PM To: Paige Bankhead <pbankhead@achdidaho.org> Subject:ACHD TIS Email CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige, We are submitting as preliminary plat and annexation application for a 30 lot subdivision in Meridian. Can you send me a confirmation that a TIS won't be needed? Thanks! 1 Wendy I Wendy Kirkpatrick Shrief,AICP Senior Planner J-U-B ENGINEERS, Inc. 2760 W. Excursion Ln,Ste400 Meridian, Idaho 83642 e wshrief@jub.corn w www.jub.coni c 208 559 1760 l iiMo Na aeou� 4ATINC i Note:This e-mail and any attachments involving J-U-B or a subsidiary business may contain information that is confidential and/or proprietary.Prior to use,you agree to the provisions found on the Electronic Documents/Data License,which can be accessed from the footer on the J-U-B home page.If you believe you received this email in error, please reply to that effect and then delete all copies, 2 Wendy Shrief From: Sub Name Mail <subnamemail@adacounty.id.gov> Sent: Tuesday, September 7, 2021 2:00 PM To: Wendy Shrief Cc: Timothy Harrigan Subject: RE: Moshava Village Subdivision Name Reservation 'w�External Email September 7, 2021 Timothy Harrigan,J-U-B Engineers Wendy Shrief,J-U-B Engineers RE: Subdivision Name Reservation: MOSHAVA VILLAGE SUBDIVISION At your request, I will reserve the name Moshava Village Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client,the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, Glen Smallwood ,aa { Surveying Technician Ada County Development Services 200 W. Front St., Boise, ID 83702 •�.}. _ (208)287-7926 office (208)287-7909 fax From:Wendy Shrief<wshrief@jub.com> Sent:Thursday, September 2, 2021 5:54 PM To: Sub Name Mail<subnamemail@adacounty.id.gov> Subject: [EXTERNAL] Sub Marne Reservation - Moshava Village CAUTION:This email originated from outside Ada County email servers. Do not click on links or open attachments unless you recognize the sender and know the content is safe.Verify the sender by mouse-hovering over their display name in order to see the sender's full email address and confirm it is not suspicious. If you are unsure an email is safe, please report the email by using the'Phish Alert'button in Outlook. Hello, I would like to reserve the name "Moshava Village" for a proposed subdivision located on Franklin Road. 3N, 1E Section 10. Parcels S1210336405 and S1210336450 PLS: Timothy Harrigan Owner(under contract) Zion Ventures, LLC 1307 E Lone Creek Dr., Eagle, ID 83616 Wendy Kirkpatrick Shrief,AICP Senior Planner J-U-B ENGINEERS, Inc. 2760 W. Excursion Ln,Ste400 Meridian, Idaho 83642 e ws h rie f,@'ub.com w www.iub,com fiub.coni c 208 559 1760 Jr TM[ 6AT[W. Note:This e-mail and any attachments involving 1-U-13 or a subsidiary business may contain information that is confidential and/or proprietary.Prior to use,you agree to the provisions found on the Electronic Documents/Data License,which can be accessed from the footer on the 1-U-B home page.If you believe you received this email in error, please reply to that effect and then delete all copies. 2 Application Information E C IDIANI_111� City of Meridian�Wl I 33 E. Broadway Ave. Suite 102 Meridian, ID 83642 I D A iH O Building Services - PH: 887-2211 / FAX: 887-1297 Planning - PH: 884-5533 / FAX: 888-6854 Project Name Application Number Application Status Franklin Townhomes P REAP P-2021-0085 Finaled Project Address Address Subdivision Parcel 4540 W. Franklin 3N 1W 10 S1210336405 Applicant No applicant found. Contacts No contacts found. Application Information Question Answer Residential CHECKED Office Commercial Employment Industrial Single-Family Detached Single-Family Attached CHECKED Townhouse CHECKED Duplex Multi-Family Vertically Integrated Alternative Compliance-ALT Annexation and Zoning -AZ CHECKED City Council Review- CR Comprehensive Plan Map Amendment- CPAM Comprehensive Plan Text Amendment- CPAT Is this City Initiated? No Conditional Use Permit- CUP Conditional Use Modification - MCU Design Review- DR Development Agreement Modification - MDA Page 1 of 4 PREAPP-2021-0085 06/17/2021 Question Answer Final Plat- FP Final Plat Modification - MFP Miscellaneous- MI Planned Unit Development- PUD Preliminary Plat- PP CHECKED Preliminary Final Plat- PFP Private Street- PS Rezone - RZ Short Plat- SHP Time Extension, Council -TEC Vacation -VAC Variance -VAR UDC Text Amendment-ZOA Current Land Use Ag/ Residential Total Acreage 6.48 R-2 R-4 R-8 R-15 CHECKED R-40 C-N C-C C-G L-O M-E H-E I-L I-H O-T TN-C TN-R County CHECKED R-2 R-4 R-8 R-15 R-40 C-N C-C C-G Page 2 of 4 PREAPP-2021-0085 06/17/2021 Question Answer L-O WE H-E I-L I-H O-T TN-C TN-R Site Plan Date (MM/DD/YYYY) 6/16/21 1 acknowledge that a Site Plan will be uploaded in the attachment section I acknowledge a neighborhood meeting is required prior to application submittal I acknowledge pre-app notes are good for 4 months Low Density Residential Medium Density Residential Medium-High Density Residential High Density Residential Commercial Office Industrial Civic Green Space: Parks, Pathways, and Open Space Old Town Mixed Use Neighborhood Mixed Use Neighborhood with N.C. Mixed Use Community Mixed Use Community with N.C. Mixed Use Regional Mixed Use Non-Residential Mixed Use Interchange Low Density Employment High Density Employment Mixed Employment Mixed Use Residential Mixed Use Commercial Lifestyle Center Number of Building Lots 68 Number of Common Lots 1 Total Number of Lots 69 Minimum Lot Size 1500 Page 3 of 4 PREAPP-2021-0085 06/17/2021 Question Answer Open Grassy Area (min. 50' x 100') CHECKED Community Garden Ponds or Water Features Plaza(s) Additions to Public Park Collector Street Buffer(s) Arterial Street Buffer(s) Parkways 10' Parkway Along Arterials Stormwater Detention Facilities Open Water Ponds Acres of Qualified Open Space TBD Percentage of Qualified Open Space TBD Clubhouse Fitness Facilities Enclosed Bike Storage Public Art Picnic Area CHECKED Additional 5% Open Space Communication Infrastructure Dog Owner Facilities Neighborhood Business Center Swimming Pool Children's Play Structure Sports Courts Pedestrian or Bicycle Circulation System Transit Stop Park and Ride Lot Walking Trails Open Grassy Area (min. 50' x 100')- Multi-Family CHECKED Hearing Information No hearings found. Page 4 of 4 PREAPP-2021-0085 06/17/2021 IN �z fN O (D v 0c) C-) C w Q O �I ry 0*- m m -sh f w Q n �. O � rD t� rD O cc O Lu 01*1 r— N rD C 0 .l-- . .e o � z � qk -Ti E z rD O r- Z _ C� a a 1 � z 4�- r _ o tea • o � m S i N to co � o rz-y p � n � n —I, GeoTek,Inc. 320 East Corporate Drive Suite 300 Meridian,ID 83642-3511 (208)888-7010 (208)888-7924 www.geotekusa.com September 7, 2021 Project No. 2346-ID ZION VENTURES, LLC 1307 E Lone Creek Drive Eagle, Idaho 83616 Attention: Riley Verner Subject: Letter of Services Contracted for the "Franklin Subdivision", a(n) ±6.5 Acre Site — Located at 4490 West Franklin Road, Meridian, Idaho In accordance with your request, GeoTek, Inc. (GTI) has been contracted, per P0900221-ID dated September I, 2021, to complete a geotechnical evaluation and seasonal high groundwater level monitoring evaluation of the subject property.These services are set to begin in the month of September of 2021. The finished Geotechnical Evaluation typically requires a 3-5 week turnaround time. Groundwater levels of the subject property will be monitored for a year, with biweekly monitoring through irrigation season (April through October) and then monthly the rest of the year. The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted, Sg10NAL FN GeoTek, Inc. `����ENsFa��2 115 �o !G TF OF L �FJ. LAND ..� — Tyler S. Lydeen, El Luke J. Landriani, PE Staff Professional Senior Engineer GeoTek, Inc. -Idaho PRELIMINARY PLAT FAR AVIATOR PARK LLC Ciii B COMPASS PUB C LO C J-l1-B ENGINEERS, INC.MOSHAV VILLAGE AVIATOR PARK LLC SITUATE IN THE SOUTHWEST QUARTER OF THE SOUTHWEST c I QUARTER OF SECTION 10, TOWNSHIP 3 NORTH, RANGE 1 z J N 0 s89.15'44"E 205.90' 33.4' WEST, BOISE MERIDIAN m C .0 c E N 0 00 to I MERIDIAN, IDAHO W COMMON LOT 24 I Z ]C C] a .� 125.0 2605 SF 2021 (� W = � Block 2 4 IV 0 5625 5F 23 a + _ _ CZ L � 0 W D � NKC7NfR � . I PARTNERS LLC m (.0 125.0' N uj 5625 SF 22 '0 PROJECT AREA � � I 125.0' VICINITY MAP 5625 SF" 21 o SCALE: 1"=1000'wi S�OKAZ £NG NOTES: 125.0' I ��� o f 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. "' 5625 SF 20 ¢ { 2. ALL DRIVEWAYS PROPOSED IN THIS DEVELOPMENT ARE PRIVATE DRIVES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN 7r 0! ry s I STANDARDS FOR PRIVATE DRIVES WITH A MINIMUM GRADIENT OF 0.40%. 'f of 125.0' I ?, ++ a { I 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOTS 16, AND 24 OF BLOCK 2, AND LOT 1 OF BLOCK 3. c2+ Sri 5625 SF 19 L6 { 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. f 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. A 125-0' a o , 6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE CONSTRUCTED TO THE CITY OF MERIDIAN STANDARDS AND SHALL BE MAINTAINED AND OPERATED BY THE ❑ Uj L6 5625 SF 18 I HOMEOWNERS ASSOCIATION. ¢ w a � f 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL OPERATION, AGRICULTURAL LU Z ❑ a FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE E En 0a 0 ~ 0 O 125.0' �: { SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR � w w aCL I EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 8Q 120 p w m n 5625 SF 17 ,� I RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILTTY OR EXPANSION THEREOF." } m !� I 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. D u¢i 'I? a 3625 5F 5.0 16 a C° 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. a 12 SCALE IN FEET z ?a _ ¢ � am ❑ n "COMMON LOT (PED. ACCESS N � { �� �� � w z c� 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE ABANDONED AND RE-GRADED. ❑ 6a w a 0 p 125.0' I ❑ 3fn ❑ Io w Z o M 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE LANDSCAPE PLAN. THESE LOTS: LOTS 16, AND 24 OF w w � ❑� � z0 LU 5625 SF 15 Q I BLOCK 2, AND LOT 1 OF BLOCK 3, SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. w o F z 5 Q r 7 � d2w Q m 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF w ❑ 2:125 0' I DEVELOPMENT, OR AS OTHERWISE APPROVED IN THE DEVELOPMENT AGREEMENT. Block 2 I n I ¢ T w 0 q 5625 5F 14 13. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE-SUBDIVISION. a n U � I 14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. w> o Q ¢WU 10 O Y 125.0' a o BOUNDARY LEGEND _ LU W 5625 SF 13 I z I Co LU < ao 70939 SF � ❑0 < 0 � I - Subdivision Boundary Line z COMPASS PUBLIC CHARTER 125.0' a _- - - - - Section Line SCHOOL INC 5625 SF 12 - - Center Line n - Right-of-way Line 125.0' ROHM, TON] I I � f I - Existing Parcel Line 5625 SF 11 o I -- - - - - -- - - - Existing Easement Line I - Section Corner - _ 125.0' o ' % - Quarter Corner a) I 5625 SF 10 60 - Property Corner Z Q I w na I 125.0' ' �¢ I W o FRANKLIN ROAD L6 5625 SF 9 I W PARTNERS LLC a E ' 0 }- D LU 1 z5.o' t J � � � s8s•15'37"� 206.22' J Q 45.0' 45.0' 45.0' 45.D' 26. 5625 SF e 0 I LAND USE SUMMARY CIVIL ENGINEER GINNER NJ AREAS KEITH H. MORSE, ~ W 1a.s' 450' I TOTAL: 6.48 AG. P.E. ZION VENTURES LLC � Z Q W w o 61.2 J.04 AC. -U-8 ENGINEERS 1307 E LONE CREEK DRIVE o ¢ J ACHD OWRESIDENTIAL: 4.63 AC. 2760 _ ' _ � 0 � o � o � - � I MEIDIAN, ID EXCURSION LN. STE. 400 EAGLE ID 83fi 16 � Block 2 0 � �: C) C3 I COMMON: 0.81 AC. 208 377 5700 ❑ J I 208-376--7330 = I L -t ¢ LLJ z 1 2 3 4 r 5 N - I LOT COUNTS: 33 LOTS Cn � 06 M 6615 SF 6615 SF 6615 SF 6615 SF 6204 SF 6 r 7 I RESIDENTIAL: 30 LOTS LAND SURVEYOR W O_ >_ 5631 SF 7536 SF _ COMMON LOTS: 3 LOTS E[ I GROSS DENSITY: 4.63 LOTS TIMOTHY HARRIGAN, P.L.S. Q N I NET DENSITY: 6.18 DU/AC J-U-B ENGINEERS ❑ 6 6 2760 W. EXCURSION LN. STE. 400 Z "� II COMMON OPEN SPACE: 0.75 AC. MERIDIAN, ID 83642 ❑ U 45,0' 45.0' 450 45.0' 45J-,;/,4 . ' . 'Lj11 fi% 208-376-7330 0 ° - ca w J (0SEDAROT STREET - I LOT SIZES: ■ AVERAGE RESIDENTIAL: 5,869 S.F. BOUNDARY CERTIFICATION Uj SMALLEST RESIDENTIAL: 5,625 S.F. I AVERAGE (ALL LOTS): 8,306 S.F. 32.7' 45.0' 45.0' 45.0' 45.0' 45.0' 45.0 45.0'Uj i LAID '1 Q I EXISTING ZONE: R-15 �0�C�NSE S a � z I � a 4 Black 1 ��• �, � Block 1 I PARKING a_ 17665 U p 1 2 3 4 5 B 7 8 DOUBLE STALL GARAGES: (30) 60 SPACES tom, FILE: 10-21-079-PPLAT 0 6495 SF 5625 SF 5625 SF 5625 SF 5625 SF 5625 SF 5625 SF 5fi25 SF I DOUBLE DRIVEWAYS: (30) 60 SPACES 9T�- �pP �� JUB PROJ.#: E o 0 0 0 0 0 o a o G OF DRAWN BY: EJE z POINT OF o N N N � N N N TOTAL PARKING SPACES 120 SPACES �ar`yy P� DESIGN BY: EJE cwa m BEGINNING I I CHECKED BY: KHM v 2 - ly F{ o ° 53.7' 45.0' 45.0' 45.0' 45.0' 45.0' 45.0' 45.0' ONE INCH a N89.15'37"W 412.26' - ' - - - - - - J AT FULL SIZE,IF NOT ONE a - 9 10 POINT OF v7 -Z l INCH,SCALE ACCORDINGLY r 589'15'37"E 702.09' N00.36'41 "E 35.88' 10 COMMENCEMENT / LAST UPI7ATEb:91812021 `° Q - - - - _ _ _ SHEET NUMBER. Ri ---- 55----- - ss- ---- s5 --� s5 -- 5s N89.15'37"W 2640.62' - - - - - - �"., �? 16 15 11 15 P P-0 1 a 0 FRANKLIN ROAD -6 ❑ as a i PRELIMINARY PLAT FOR (rJ-U-B 7--=000"'lor MOSHOVA VILLAGE J-U-B ENGINEERS, INC. i SITUATED IN THE SOUTHWEST QUARTER OF THE CU SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 3 NORTH, z J x - - - x RANGE 1 EAST, BOISE MERIDIAN o co c O �\ MERIDIAN IDAHO w o co 2021 z w � c o .= z \� W ") 0 mQ0 N / S\ONAL FH c / R R 47.00' 892�0 OF i x I 0 ' 5.00' 16.5' 16.5' 5.00' .0 ' °�! I 2�. 2% 2X 2X MAX. f � W / 2' ROLLED CURB 2' ROLLED CURB a Z w m J AND GUTTER ASPHALT AND GUTTER < o Q o / ER cn / d U m ~ IL O Q / H= w � � TYPICAL RESIDENTIAL STREET SECTION p < I— J 0 � �Q � mo En / SCALE:N.T.S. 00 (UD) � � w I O } Q zQ � � m O oa � � z0 cn 0z = � ° � w o \\ W � I- mZ � (Y \ � Lu)0 OC \ / Z I Lu O 0 < wW0 � w > w3o � W m � Q Q W ~o U Y _ o Z LU U J Of LU Lu of 0 H 2 Z 0 \ / o U Q U O EXISTING FENCE I I I I lz TO BE REMOVED \ i X — — — — X I C\i I o I 0 \ i X �— d 0) EXISTING FENCE I `\ o TO BE REMOVED I \ w J O I z H w EXISTING STRUCTURE Q p w = x TO BE REMOVED o z I X — — x z � z c Q QO w Q z V 0 o Q I EXISTING STRUCTURE > — (� Z TO BE REMOVED o z J I EXISTING FENCE Y I I w WH a TO BE REMA w'0EXISTING WTO BE FILLEEXISTING FENCE TO BE REMOVED ui EXISTING POWER POLE 0 TO BE cr — — x DAHO POWERATED CO. BY a 0 w 0 \ EXISTING FENCE c \ TO BE REMOVED 0 5 z EXISTING STRUCTURED w TO BE REMOVED � z 0 NOTES: z O Z REMOVE EXISTING TREES J 1 1. CONTOUR DATA IS REFERENCED TO NAVD 88 DATUM. O X J FILE: 10-21-079_PPLAT2 w 2. ALL EXISTING TREES AND SHRUBS TO BE REMOVED. JUB PRO p J.# w w I \� °I / \ 3. THE EXISTING BUILDINGS AND APPURTENANCES ARE TO BE REMOVED. DRAWN BY: EJE co DESIGN BY: EJE a 0 o ° ° 4. THE EXISTING DITCH IS TO BE FILLED IN AND RE-GRADED. o p ° 0 � CHECKED BY: KHM FL C6 —° no R 0 5. THE EXISTING ASPHALT DRIVEWAY TO BE REMOVED. '� ONE INCH _i g ? AT FULL SIZE, IF NOT ONE a = 6. ALL EXISTING WELLS SHALL BE ABANDONED PER IDWR REGULATIONS. INCH SCALE ACCORDINGLY co LAST UPDATED:9/8/2021 o - 7. ANY FOUND SEPTIC SYSTEMS SHALL BE COMPLETELY REMOVED PER o - - IDEQ REGULATIONS AND THE AREA RECOMPACTED PER GEOTECHNICAL REPORT. SHEET NUMBER: N 6? OD -O 0 PP-02 � m o 2 d SEWER LINE A SEWER LINE B (rJ-U-B 7__=00**1wr 2555 2555 2560 2560 J-U-B ENGINEERS, INC. AVIATOR PARK LLC U . . . . . . EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co /� _ ._ J o -Al2550 ---- 2550 2555 2555 c/ Cfl M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH SSWRR-3 PROPOSED EXISTING GRADE. . LJJ i O (o U FINISHED GRADE . LLJ U - 0 M i - -- -- _---- ---- r -------- -------- -------- --- z X LJJ � o 2545 2545 2550 2550 c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z ui 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED i FINISHED GRADE . . . . . . . . . . . . . . . . . . . . . . . . � N 2540 2540 2545 2545 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oL F•S N� 8 40% 2535 " pVC ® 2. �47.g LF 2535 2540 2540 0 60 120 \2S 330.8 LF 8" PVC ® 0.47%. . 77777 4a, \ \ 892 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f 0 F �5 2530 MH SSWR-6 2530 2535 2535 T1� - STA: 11+74.92, 0.00 MH SSWR-6 . . MH SSWR-5 . . . . . . . . . . . . 021 SCALE IN FEET - _ MH SSWR-7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM: 2549.33 „ STA: 10+00.00, 0.00 STA: 13+34.83, 0.00 STA: 10+23.13, 0.00'. . . . . . . . . . . . . . . . . . . . . . . .8 IN: 2536.75 (E) . RIM: 2549.33 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM: 2548.85 . . . . . . . . . . . . . . . . . . RIM: 2550.85 . . . . . . . . . . . . 8" OUT: 2536.65 (S) . 8" IN: 2536.75 (E) 8" IN: 2538.40 (N) . . 8" IN: 2533.10 (N) . . . . . . . . 8" OUT: 2536.65 (S) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 T. 2538.30 (W) . . . . 8" OUT: 2533.00 (S) w OUT: � 2525 2525 2530 2530 Z< w < 10+00 10+50 11+00 11+50 11+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+72 Lu Z JC0 C7 < ZH � � m0 < O d = U m ~Lu < 0 Zj,JJQ U Z H J cQ m � < m0 0 '6 ax U N � zO � J w z < � � m < J U U Z w Z O Q w o Q Z 0 U SEWER LINE C ° � _ ~ ° ~ w ° I fn ,- :0:) J � s 2555 2555 v k J 2 0 3: Z) U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH 5`9SWR-4 � < c� W � o 0 EXISTINGGRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z � c � w = = � - o - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lu > w ~ z wm � .- -.-.-.----..�--- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J W � W < U Y 1 2550 ------ ---- - --- 2550 = � Z Z ----- -------- - U O J W \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-_-__-� ......----- - m W J � W 2 < J H 2 Z O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ocn < cn Z COMPASS PUBLIC CHARTER 11 SCHOOLINC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > \ 2545 2545 rn 0 I m PROPOSED 2 r FINISHED GRADE -Z / \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p m / � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rr*I 2540 2540 W � I 444.5 LF 8 PVC ® 0.42% m + r � *o MH SSWR-4 . O < w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA: 14+48.54 0.00 o J o . . . . . . . . . . . . . . RIM: 2547.26 . . . . . . . a � MH SSWR-5 8" IN: 2540.35 (N) o' 0� a STA: 10+00.00, 0.00'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ." o /�,� 2535 8 OUT: 2540.25 (S) 2535 T RIM: 2548.85 N �D W " / J8 IN: 2538.40 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O � J " Q E 8 OUT: 2538.30 W . . ( ) Q 0 Q W W � `\ o J J o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J 0- z7- - -2551- 0 2530 2530 z W � �g50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+504 60 / Q I� Q -_ w 1 Q z _ 0- J d 2550 ass / � > ~ z \\V �� Lu O oC v v� �4 O 0- 2549 S EWER LINE N E C N II � 2555 2555 o -2551� U - - - - SEWER LINE B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w - - - - - - 0 9+75 - - - - cc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v 11+75 MH SSWR-6 SEDAROT -STREET - -MH SSWR w5- I I 2550 EXISTING GRADE 2550 w IN -10+00 i _ \ ------ -------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .T. - `-- Lu co 'z z �^ � � -2551_/ �� \ ��<2552 + m --- -------- -------- ---- . . N J Z r/ Il I � N ✓ /\ w + w �N N - , \ I J 2545 FINISHED GRADE POSED 2545 � a / \ w� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . wcn o / ` \ zomf . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a) U 2 / ) J a FILE: 10-21-079_PPLAT3 J U - / / _ 439.4 LF 8 PVC 0 0.63% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w < O / C- U W JUB PROJ.#:---- Y \ I / v ~ (n DRAWN BY: EJE .. w \ ti � Q U _ i�N 2540 2540 DESIGN BY: EJE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a � MH SSWR-7 � 2551 � - � - -N �h � � \ STA: 18+9 MH OR00 o O LIC) FL C6 �� _ I CHECKED BY: KHM RIM 2546.97 ONE INCH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-� - < '" 8" OUT: 2543.10 S =25 � / `� ?551- � `\� � _- � � AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY _ _ - 77 LAST UPDATED:9/8/2021 N N _ ^ MH SSWR-8 _ 2535 2535 N + ---- ss_____ss�_-_--ss-_---ss-----ss----_ 14160 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+98 SHEET NUMBER: rn SS-----ss----- SS-© o � FRANKLIN ROAD PP-03 6 is d 0 1 2 3 4 5 6 7 8 9 10 3 v LANDSCAPE NOTES: a� 1. REGULATIONS & STANDARDS 6.5-8.0. lock box with 2 keys. Coordinate with project manager and o NOTES: 1.1. All contractor work shall be conducted in accordance with 4.5. Smooth, compact, and fine grade topsoil in lawn areas to general contractor on exact location. 1. DO NOT DAMAGE OR CUT LEADER ISPWC (Idaho Standard Public Works Construction), 2020 (or smooth and uniform grade .5" below adjacent surfaces. 8.4.1. Controller to have On/Off rain switch or rain shut off device that 2. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES. STACK I� ROCK � O I� C 3. TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANY TREES DISTURBED most recent published); and City of Meridian, ID codes, 4.6. Amend all new plantings with 2 parts topsoil, 1 part compost. does not alter program. ` ` ``' • u A III IN III J = FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED AT standards and state and local regulations. 5. LAWN AREAS 8.5. All remote control valves (including master control valve)to ' oMirorr LOT ( (a R (0) �7 �7 Q CONTRACTOR'S EXPENSE. 2. EXISTING CONDITIONS 5.1. Sodded lawn to be tall turf-type fescue, or approved other. have flow control device. � v 4. WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. 2.1. All utilities shall be located prior to construction and protected. 5.2. Sodded lawn to be regionally/locally harvested, lay sod within 8.6. Irrigation system piping to be minimum class 200 PVC or 4'OPEN VISION FENCE o LANDSCAPE 0 5. REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP-1 OF THE ROOTBALL. Any damage to structures, utilities or concrete will be replaced 24 hours of harvesting. approved equal, sleeves to be double the size of pipes located ARCHITECTURE J 6. 5' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3"OF MULCH MIN. DO at contractor's expense. 5.3. Lay sod to form a solid mass with offset, tightly fitted joints on within, all wires to be contained in separate sleeves 1-1/2" dia & MASTER PLANNING N NOT PLACE MULCH WITHIN 2"OF TRUNK OF TREE. 2.2. The site has many existing improvements such as underground even grades. min. utilities, curb and gutter, light poles and sidewalks. 5.4. Any existing lawn that is damaged shall be replaced with 8.7. All pipe above 3" caliper to be gasketed, with approved joint (208) 345-0500 `j 2.3. See Engineer's plans for information about existing features. sodded lawn of the same type of existing lawn. restraints at all 45, TEE, ELL, 22, 11. 0 404 S 8th St.#154 N 2.3.1. Refer to civil plans for all existing and/or proposed drainage 5.5. All lawn areas adjacent to planter beds, gravel areas, or 8.8. Use common trenching where possible.. Boise, ID 83702 pipes & locations, utilities. Protect all drainage at all times, aggregate pathways shall have 4" black steel edging installed 8.9. All PVC located under hardscapes to be schedule 40 PVC with N StackRockGroup.com v protect all utilities at all times. per manufacturer recommendations. Other applications to be same req's as above. 6'CLOSED VISION FENCE TOP TWO STRUCTURAL 3. GRADING & SITE PREPARATION approved by owner and landscape architect. 8.10. All wires to be Paige wire 7350 or 7351 direct bury wire at a WILLET C HOWARD, PLA ROOTS: <3" BELOW TOP p g planting y grubbing g g g ( ) GRAFT VISIBLE ABOVE SOIL 3.1. Prepare finish grades for lantin b rubbin and removing 5.6. Lawn adjacent to buildings, structures shall be a minimum of minimum of 12" below finished grade. OFFICE: 208 345.0500 EMAIL: D OF ROOTBALL. ° I WILL@STACKROCKGROUP.COM (n LINE weeds. If necessary apply Round-Up (or equivalent herbicide), 18 away from foundations. Lawn adjacent to fences or other 8.11. Connect mainline to point of connection in approximate locationPLO www.STACKROCKGROUP.COM LOWEST STRUCTURAL SOIL LINE OF THE TOP OF using a certified applicator. Remove rocks and other materials screening elements shall be a minimum of 9" away. shown on plan. ` over 2". 5.6.1. Install- chips or other approved ravel mulch type in mow strip 8.12. Contractor is responsible complying with all codes and paying v ROOT<5" BELOW TOP OF 8 P pp g YP p THE ROOT BALL AFTER 3.2. All ravel over re to be removed and disposed of off site. all permits necessary. ROOT BALL g P p p at a depth of 3 over commercial grade weed barrier fabric p Y REMOVING EXCESS SOIL. THE GRAPHICS AND DESIGNS o 2� 3.3. Finish grade to be smooth transition to allow for entire site to be installed per manufacturer recommendations. 8.13. Sprinkler heads shall have matched precipitation within each •; rri 2 2-3"OF MULCH <n •• ON THIS SHEET ARE a natural flowing space. 5.7. Provide tree rings with a minimum 3' diameter around all trees control circuit. Velocities shall not exceed 5 feet per second. , g o DELIVERABLES THAT REMAIN Q _...z BACKFILL MIX SEE 3.4. Fine grade lawn areas to elevations set by Engineer's plans located in lawn, mulch type & installation/application to match all 8.14. All drip irrigation to be buried 2" below finished grade. -, 0 - NOTES AND with positive drainage away from structures. 8.15. Water schedule to be provided at a min of 80°/o AT ALL TIMES PROPERTY OF N SPECIFICATIONS. p g y other planter beds. p •; STACK ROCK GROUP, INC. L,) � 3.5. Refer to Engineer's plans for grading information &for all 6. PLANTER BED MULCH evapotranspiration as determined by the local ET. .•.! drainage pipes and locations. Protect and retain drainage at all 6.1. All planter beds to receive 3" depth of black&tan mini rock 8.16. Install all irrigation per irrigation drawings. utilize material ! REPRODUCTION OR REUSE OF SOIL SAUCER>3" HIGH '•` times. mulch or approved equal, submit for approval prior to specified or approved equal. ° THIS PRODUCT CONTAINED REMOVE AT END OF N 3.6. No pooling or standing water will be accepted per industry placement. Install over commercial grade weed barrier fabric 8.17. Contractor shall confirm the static water pressure at least five HERE IN IS PROHIBITED v PROJECT _ _ standards. days before construction begins and to contact the landscape per manufacturer recommendations. Y 9 p I � I ! WITHOUT THE WRITTEN _ 4. SOILS 7. PLANTS architect in writing if the pressure is below 80 psi. Ln CONSENT OF STACK ROCK �v CUT AND FOLD WIRE 4.1. Lawn areas shall receive 12" min depth of screened topsoil. 7.1. All plant material shall be installed per industry standards. 8.18. If any discrepancies are found, then local codes shall prevail. `n I. G R O U P I N C I® BASKET FROM TOP OF 4.2. All planter beds shall receive 18" min depth of screened topsoil. 7.2. All plant material shall meet or exceed the minimum federal 9. CONTRACTOR RESPONSIBILITIES :- ROOTBALL COMPACT SOIL UNDER p ! ° 4.3. Reuse of existing topsoil that has been stockpiled on site is standards as regulated b ANSI z60.1, American Standard for 9.1. Estimated quantities are shown for general reference only. ° •:.! @2020 STACK ROOTBALL TO 90/° PROCTOR. 9 Y ! permitted if: Nursery Stock. Plants not meeting these standards for quality, Contractor shall be responsible for all quantity estimates. EA 1 ROCK GROUP, INC. 4.3.1. Topsoil is tested and analyzed to ensure a proper growing or plants determined to be unhealthy by Owner's representative, 9.2. All plant material and workmanship shall be guaranteed for a Tom.... medium. Provide additional amendments as determined by will be rejected. period of one year beginning at the date of Acceptance by BALL & BURLAP TREE PLANTING soil tests. 7.3. All Ball and Burlap trees to be installed per Balled and Owner. Replace all dead or unhealthy plant material seals LL 1 4.3.2. Topsoil is to be loose, friable sandy loam that is clean and free Burlapped planting detail. All shrubs to be installed per detail. immediately with same type and size at no cost to Owner. o PRELIMINARY 3/4" = 1'-0" 3293-01 of toxic materials, noxious weeds, weed seeds, rocks, 7.4. Trees and shrubs over 30" shall not be planted within clear 9.3. Landscape contractor to turn in as built drawings at the end of grass or other foreign materials. vision triangles. project. Substantial completion will not be granted until 2 copies OF NOTE: 4.3.3. Topsoil shall have a ph of 6.5 to 8.0. 7.5. Fertilize all trees and shrubs with 'Agriform' planting tablets or @ 1"=20' scale are turned in and approved by owner's 4'OPEN VISION FENCE *POSTS, CONNECTIONS, SLATS& FOOTINGS BY CONTRACTOR 4.3.4. If on site topsoil does not meet these minimum standards approved equal. Apply per manufacturers recommendations. representative. \ contractor is responsible for providing approved imported 8. IRRIGATION 10. In the event of a discrepancy, notify the Landscape Architect Q topsoil or improving onsite topsoil per the approval of the 8.1. Irrigation system shall be built to the following specifications: immediately. •.:.:.'.'.:.:.'. project manager. 8.2. Adhere to city codes when connecting to city water. •cararaor�•Ltu'r,�sas,soFt�• W TOP RAIL 4.4. If imported topsoil is used it must be from a local source and be 8.3. All irrigation material to be new with manufacturers'warranty s LA-16733 screened free of any debris or foreign matter. Topsoil must not fully intact. o FO 9.07.2 P� POST BY CONTRACTOR contain rocks, sticks, lumps, or toxic matter and has a pH of 8.4. Install outdoor rated controller In specified location on plan, In a gNDSCAPE 4 VERTICAL SLATS — L'01 --� •`•` D] , NOT FOR CONSTRUCTION U 0 W � I.`. • •z. LANDSCAPE REQUIREMENTS: ACHD NOTES: 1. CONTRACTOR SHALL CONTACT/COORDINATE WITH DIGLINE & $ I I I I CODE REQUIREMENTS PER CITY CODE ACHD PRIOR TO INSTALLING TREES TO ENSURE THERE ARE NO o EA 2 STREET BUFFER: CONFLICTS WITH FIBER OPTIC CABLES, OR OTHER UTILITIES. fi'CLOSED VISION FENCE � • 2. IN FIBER OPTIC CABLES MUST BE RELOCATED, THIS WILL BE AT *1 TREE PER35 LF THE OWNER'S EXPENSE PER ACHD. f • STREET NAME LENGTH (LF) TREES REQUIRED TREES PROVIDED 3. "TREES SHALL NOT BE PLANTED WITHIN 10' OF ACHD STORM • FRANKLIN 412 12 12 DRAIN PIPE, STRUCTURES OR FACILITIES", or 10' WITHIN A FIRE ° a� ENTRY DRIVE 162 5 5 HYDRANT • 4. "SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL C I I I I COMMON AREAS: CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION *1 SHADE TREE PER 8000SF OF THE LANDSCAPE IRRIGATION SYSTEM I 7 5. NO TREES OR SHRUBS OVER 36" HIGH SHALL BE PLANTED WITHIN o L COMMON LOT LENGTH (LF) TREES REQUIRED TREES PROVIDED THE 40'X40' CLEAR VISION TRIANGLES AT INTERSECTIONS f O • A(NORTH) 2903 1 1 ai 6. SOD SHALL BE WASHED SOD, PER DETAIL :3iv I I I I I I I • B (WEST MIDDLE) 3636 1 1 Q o I . . . . >> I I I I I I I • C(EAST) 29170 4 4 •••••• U Ns CLOSED VISION FENCE _ J I FOOTING BY CONTRACTOR I L J I LOTS: *1 CLASS II TREE PER LOT(FROM TREASURE VALLEY TREE SELECTION GUIDE, PER HOA/CCNR) ° .E 6-0 -80 Q L_ I - MITIGATION: REA 3 m *ANY EXISTING TREES DEEMED NECESSARY TO REMOVE SHALL BE EVALUATED BY W CERTIFIED a� 6' CLOSED VISION FENCE -MITIGATION SHALL ORIBE MET ON SITE AS POSSIBLE VIA UPSIZING REQUIRED TREES&ADDING 0 50 100 150 feet ° L ADDITIONAL TREES V J v 1/2"= 1'-0" 323107-02 FENCING: NORTH SCALE: 1" = 50' `•`•`•`•`• z +' NOTES: *6'CLOSED VISION FENCE (TAN VINYL OR APPROVED OTHER)AT ALL PERIMETER LOCATIONS *INSTALL FENCE PER MANUFACTURER RECOMMENDATIONS *4'OPEN VISION (BLACK TUBE STEEL)ANYWHERE WHERE LOTS ARE ADJACENT TO COMMON LOTS I J *CONTRACTOR RESPONSIBLE FOR FOOTINGS ° .. 41 *COLOR BLACK, OR APPROVED OTHER MINIMUM PLANT SIZES: O *EVERGREEN TREES: 6'-0" HT. MIN. L 6'CLOSED VISION FENCE n TOP RAIL 2ND RAIL *ORNAMENTAL TREES: 2" CALIPER MIN. v U *SHADE TREES: 2" CALIPER MIN. VERTICAL SLATS 4 *WOODY SHRUBS: 2 GAL. MIN. I U 0 co Cn L Q • REVISIONS I N `�•`. MIRK DATE Description 0 PLANT SCHEDULE I i A ** ** a� TREES BOTANICAL/COMMON NAME CONT CAL QTY REMARKS o Betula nigra 'BNMTF' TM/Dura Heat River Birch B&B 2" 4 35'H x 30'W, CLASS II o62 N L103 N 4-1 O (D / �`• O O o 0 0 t o O o ,• �• •' v Gleditsia triacanthos inermis'Shademaster TM/Shademaster Locust B&B 2" 11 35'H x 35'W, CLASS II ss 0 Tilia americans Sentry' /American Linden B&B 2" 8 Class II,45'H x 30'W _W= — — JOB NO: 21-2132 O • i — DATE: 09.07.2021 DRAWN BY: JB • / o 0 0 0 0 0 0 o CHECKED BY: JB o BOTTOM RAIL FINISHED GRADE / 6'CLOSED VISION FENCE, TAN VINYL OR APPROVED OTHER IDRAWING TITLE N u u - — — — — - 4'OPEN VISION FENCE, BLACK TUBE STEEL o FOOTING BY CONTRACTOR L _ _ J L _ _ J LOT TREE (CLASS II, PER HOA/CCNR)FROM TREASURE VALLEY TREE SELECTION GUIDE I fi'CLOSED VISION FENCE LANDSCAPE oI- 8'OR PER MANUFACTURER PLAN • OVERVIEW LU U) 4' OPEN VISION FENCE ° LOT TREE (CLASS II, PER HOA/CCNR)FROM TREASURE VALLEY TREE SELECTION GUIDE I w 3 6'CLOSED VISION FENCE (Y v Q 3/4" = 1'-0" 323106-02 } a SHEET NUMBER U It E "`qZZ;W11E i X It f�( O Ll O OY00 O N 1 (no Y I--N 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 M a W W W W W W A W W W W W fs U W W W W W W W W W S_ _ W W W W W W STACK IA� M W ROCK �W 0 M W W W W W W � W LANDSCAPE REQUIREMENTS: W W W W W W W W W W W W W Q � p nrl W W W W W W W W W N Q W W W W W W W N W W W W W W LANDSCAPE o CODE REQUIREMENTS PER CITY CODE W W W W W W W W ° ARCHITECTURE W W W W W W W W W W W W W W W W & MASTER PLANNING W W C 0"M N4O Nv DDT W(2 9 S Q FT) W W W W W W W c'l STREET BUFFER: W W W W W W W W W W W W W I W W W W W W *1 TREE PER35 LF W W W W W W N W W W W W W W W W W W W W W (208) 345-0500 W W W W W W W W W W W W W W W W W W W W W 404 S 8th St.#154 • STREET NAME LENGTH (LF) TREES REQUIRED TREES PROVIDED W W W W W j • FRANKLIN 412 W W W W W Boise, ID 83702 U' • ENTRY DRIVE 162 5 StackRockGroup.com 5 5 W W 5 N W W W W v W4' OPEN VISION FENCE 13 W W W W W W COMMON AREAS: W W W W W W WILLET C HOWARD, PLA *1 SHADE TREE PER 8000SF I W W W W W OFFICE: (208)345.0500 EMAIL: W W W W W W WILL@STACKROCKGROUP.COM W W W W W www.STACKROCKGROUP.COM >, • COMMON LOT LENGTH (LF) TREES REQUIRED TREES PROVIDED W W W W W W U • A(NORTH) 2903 1 1 W W W W W I • 3636 W W W W W W o C (EAST) 29170 4 4 W W W W W THE GRAPHICS AND DESIGNS rr W W W W W W ON THIS SHEET ARE o LOTS: Cn I W W W W W4 DELIVERABLES THAT REMAIN v *1 CLASS II TREE PER LOT(FROM TREASURE VALLEY TREE SELECTION GUIDE, PER HOA/CCNR) W W W W W W AT ALL TIMES PROPERTY OF W W W W W STACK ROCK GROUP, INC. M MITIGATION: % *ANY EXISTING TREES DEEMED NECESSARY TO REMOVE SHALL BE EVALUATED BY W W W W W REPRODUCTION OR REUSE OF A CERTIFIED ARBORIST THIS PRODUCT CONTAINED U) **MITIGATION SHALL BE MET ON SITE AS POSSIBLE VIA UPSIZING REQUIRED TREES&ADDING 13 � W W W W W W W W W W W HERE IN IS PROHIBITED ADDITIONAL TREES I W W W W W WITHOUT THE WRITTEN W W W W W W CONSENT OF STACK ROCK a FEN IN N N W W W W W G R O U P , I N C *6' CLOSED VISION FENCE (TAN VINYL OR APPROVED OTHER)AT ALL PERIMETER LOCATIONS W W W W W W *4' OPEN VISION (BLACK TUBE STEEL)ANYWHERE WHERE LOTS ARE ADJACENT TO COMMON LOTS V W W W W W ©2020 STACK ap W MINIMUM PLANT SIZES: VISION FENCE E ROCK GROUP, INC. W EWNC W W *EVERGREEN TREES: 6'-0" HT. MIN. 6'CLOSED W N W W W W W W *ORNAMENTAL TREES: 2" CALIPER MIN. I o W W W W W LL *SHADE TREES: 2" CALIPER MIN. W W W W W W W W Seals PRELIMINARY *WOODY SHRUBS: 2 GAL. MIN. W W W W W W Cn W W W W W '`C� OF /D QW W W W W C� lid W W W W W W W W � W W PLANT SCHEDULE LA-16733 TREES BOTANICAL/COMMON NAME CONT CAL QTY REMARKS W W W W FO 9.07.2 PQ�' W W �gNDSCAP� Betula nigra'BNMTF" TM/Dura Heat River Birch B&B 2" 4 35'H x 30'W, CLASS II (N N W W W • I W W W W W NOT FOR CONSTRUCTION W W W Gleditsia triacanthos inermis 'Shademaster' TM/Shademaster Locust B&B 2" 11 35'H x 35"W, CLASS II W W W W W W • U W W W W w LL1 W W Tilia americana 'Sentry" /American Linden B&B 2" 8 Class II,45'H x 30'W E3 W W W N 0 W W W W 00) W W W W W U CLOSED VISION FENCE, TAN VINYL OR APPROVED OTHER W W — — — — — — 4'OPEN VISION FENCE, BLACK TUBE STEEL I W W W W W W L N W LOT TREE (CLASS II, PER HOA/CCNR) FROM TREASURE VALLEY TREE SELECTION GUIDE W W W W W O M W W C L Z W W LOT TREE (CLASS II, PER HOA/CCNR) FROM TREASURE VALLEY TREE SELECTION GUIDE W W W W W W W T M W W W W W W W U N W W W W W L W W C W W 0 O V W W W W T W W W U N W W L Y W W W W W L O W W V W W W W W W W •� W W W W W W -Q W W W N W W W W W W W W W W W 7 Z L W W W L O_ (n W W W W W W W W W W W W U N W W W W W W W W O ULLJ W W W W W W OW W W W W W W L Q 0 W W W W REVISIONS W W W W W W W W W W W MIRK DATE Description •O W W W W W W W W W A N W W O W W W W W W W W W W O C W W W W O 4'OPEN VISION FENCE W W W W W W L W W W W W W W W W 0 W W W W W Q W W W W W W W W W W W W W W W N W W W W JOB NO: 21-2132 W W W W W W W W W W W W W W W W W W W W W W O W W W W W W DATE: 09.07.2021 CD M W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W I DRAWN BY: JB W W W W W W W W W W W W W W W W W W W W W W W W W W CHECKED BY: JB O ry W W W W W W W W W W W W W W W W W W W W W W � lulMpN WLO�T ,,,36� W W W W W W W W W W W DRAWING TITLE W W W W W W W W W W W W W W W W W W W W W W W W W W W WCn W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O N W W W W W W W W W W W W LANDSCAPE o W W W W W W PLAN - AREA 1 Q W W W W W W 0 W W W W W W W Cn N W W W W W W V W W W W W W W L L101 I V W W W W W W d W W W W y W W SHEET NUMBER U �� L102 I � W W W W W � U U 0 20 40 60 feet �� Ll 01 0� 0 Q)—,,c (n v NORTH SCALE: 1" = 20' � I—CUO) a 1 1 2 1 3 1 4 1 5 1 6 17 8 19 10 1 2 3 4 5 6 7 8 9 10 L101 I W W W W LW W L1O2 Y W W W W 77 W W W W W W L W W W W O,. W a� d W W W W �V W W W W W �+G W STACK ROCK LANDSCAPE REQUIREMENTS: C� G30O Mp Q W W W WJ W o_ W LANDSCAPE CODE REQUIREMENTS PER CITY CODE W W W W W W W W W .Z W ARCHITECTURE W W W W W Q1. W & MASTER PLANNING C14 STREET BUFFER: W *1 TREE PER35 LF N (208) 345-0500 I V) W W W W W UW W 404 S 8th St.#154 N • STREET NAME LENGTH (LF) TREES REQUIRED TREES PROVIDED W W W W W Boise, ID 83702 • FRANKLIN 412 12 12 W W W W W W W StackRockGroup.com v • ENTRY DRIVE 162 5 5 W W W W W COMMON AREAS: I W W W W W W W W W W W W WILLET C HOWARD, PLA *1 SHADE TREE PER 8000SF W W W W W W W OFFICE: (208)345.0500 EMAIL: 7 W W W W W WILL@STACKROCKGROUP.COM Cn C13 www.STACKROCKGROUP.COM >, • COMMON LOT LENGTH (LF) TREES REQUIRED TREES PROVIDED W W W W W W • A(NORTH) 2903 1 1 W W W W I� • B (WEST MIDDLE) 3636 1 1 vv,) W W W W W W o 0 C (EAST) 29170 4 4 M W W W W THE GRAPHICS AND DESIGNS W W W W W W ON THIS SHEET A R E o LOTS: 6'CLOSED VISION FENCE I W W W W W �W W W W W W DELIVERABLES THAT REMAIN U *1 CLASS II TREE PER LOT(FROM TREASURE VALLEY TREE SELECTION GUIDE, PER HOA/CCNR) AT ALL TIMES PROPERTY OF I W W W W W W W W W STACK ROCK GROUP, INC. ri MITIGATION: % *ANY EXISTING TREES DEEMED NECESSARY TO REMOVE SHALL BE EVALUATED BY W W W REPRODUCTION OR REUSE OF A CERTIFIED ARBORIST W W W W W THIS PRODUCT CONTAINED U) **MITIGATION SHALL BE MET ON SITE AS POSSIBLE VIA UPSIZING REQUIRED TREES&ADDING a) W W W W W HERE IN IS PROHIBITED ADDITIONAL TREES `a I W W W W W WITHOUT THE WRITTEN W W W W W W CONSENT OF STACK ROCK ° FENCING: ° W W W G R O U P I N C *6'CLOSED VISION FENCE(TAN VINYL OR APPROVED OTHER)AT ALL PERIMETER LOCATIONS *4'OPEN VISION (BLACK TUBE STEEL)ANYWHERE WHERE LOTS ARE ADJACENT TO COMMON LOTS W W W W W ©2020 STACK MINIMUM PLANT SIZES: W W W •W W W W W ROCK GROUP, INC. N *EVERGREEN TREES: 6-0" HT. MIN. I W W W W *ORNAMENTAL TREES: 2"CALIPER MIN. *SHADE TREES: 2"CALIPER MIN. W Seals #i PRELIMINARY N, *WOODY SHRUBS: 2 GAL. MIN. W W W W W W W W W C O r �O �( [/1 �yO W W W W W W W ` '7 W W W W W W W ' 0 CEE33 W W W W W W V PLANT SCHEDULE V) I W W W W W W W W W W W W s LA-16733 TREES BOTANICAL/COMMON NAME CONT CAL QTY REMARKS W W W W W W W FO 9.07.2 PSG W W W W W W Betula nigra•BNMTF• TM/Dura Heat River Birch B&B 2" 4 35'H x 30•W, CLASS II W W W W W W W �gNDSCAPE W W W W W W NOT FOR CONSTRUCTION W W W W W W Gleditsia triacanthos inermis'Shademaster' TM/Shademaster Locust B&B 2" 11 35'H x 35•W, CLASS II W W W W W W W W W W W W 0 )n 6'CLOSED VISION FENCE W a V) W W LU 0 W W W W W W Tilia americana Sentry /American Linden B&B 2" 8 Class Il,45•H x 30'W I y W W W W W W • W W W W W W ° L W W W W W W W W W W W W V W W W W W W W W W W W W 6'CLOSED VISION FENCE, TAN VINYL OR APPROVED OTHER y W W W W W W W W W W W W — — — — — — 4'OPEN VISION FENCE, BLACK TUBE STEEL N I W W W W W W d o W LOT TREE (CLASS ll, PER HOA/CCNR) FROM TREASURE VALLEY TREE SELECTION GUIDE W W W W W W W W W W W W ° W W W W W W W L Z IW W W W W W O N LOT TREE (CLASS ll, PER HOA/CCNR) FROM TREASURE VALLEY TREE SELECTION GUIDE ° �, y W W W W W W W W W W W W Q 0 W W W W W W W W W W W W \ W W W W W W L W W W W W O W W W W W W W W W W W CIDL W W W W W L W W W W W W W W W W ° W W W W Z z W W O M W W U W W W L O W W 0 W W W W W W W W REVISIONS N • cn W W W W I � MIRK DATE Description Q cn U W W W ® U W W W W W W W W W W W W O W W W W W W W O I I W W W W W W W W L ° (/) W W W W N W W W C m ° • W W W W W W W W W W W W JOB NO: 21-2132 W W W W DATE: 09.07.2021 DRAWN BY: JB U I W W W W W W W W CHECKED BY: JB O • W W W W W U rn W W W W W W DRAWING TITLE (n I W W W W W O I W W W W T W W W W W LANDSCAPE W W W PLAN - AREA 2 o W W W L- Q- I W W W W W W W V) W W W W W W • N W W W W W Q L102 10W W W W L103 / , ` W W W W ^ W W SHEET NUMBER j 0 20 40 60 feet -000 0f Ll 02 0 U O N 1 a) 0NORTH SCALE: 1" = 20' U l--N 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 i W W W W W W W C W W W W W W W W W W W W W Q- W W W W W W W v U I W W W W W W U pp C W W W W W W W STACK ROCK LANDSCAPE REQUIREMENTS: a W W W W W W rI rI Q W W W W W W W LANDSCAPE o CODE REQUIREMENTS PER CITY CODE W W W W W W ARCHITECTURE J W W W W W W W & MASTER PLANNING cV STREET BUFFER: I W 3 W W W W W W W W W W W CN N *1 TREE PER35 LF W W W W W W W W W W W W 500 STREET NAME LENGTH (LF) TREES REQUIRED TREES PROVIDED 404 S 8th St#54 W W W W W N • FRANKLIN 412 12 12 N W W W W W W W Boise, ID 83702 U' • ENTRY DRIVE 162 5 5 W W W W W StackRockGroup.com COMMON AREAS: I W W W W W WILLET C HOWARD, PLA *1 SHADE TREE PER 8000SF W W W W OFFICE: (208)345.0500 EMAIL: v W W WILL@STACKROCKGROUP.COM Cn O W W W W www.STACKROCKGROUP.COM >, • COMMON LOT LENGTH (LF) TREES REQUIRED TREES PROVIDED :t Y W W U • A(NORTH) 2903 1 1 W W W W W 1 • B (WEST MIDDLE) 3636 1 1 y W W o0 C (EAST) 29170 4 4 N W W W W THE GRAPHICS AND DESIGNS I� •� W W W ON THIS SHEET ARE o LOTS: I W W W W DELIVERABLES THAT REMAIN Q *1 CLASS 11 TREE PER LOT(FROM TREASURE VALLEY TREE SELECTION GUIDE, PER HOA/CCNR) W W W AT ALL TIMES PROPERTY OF U U CLOSED VISION FENCE STACK ROCK GROUP, INC. W W W W 1 ri MITIGATION: % *ANY EXISTING TREES DEEMED NECESSARY TO REMOVE SHALL BE EVALUATED BY W W W W W REPRODUCTION OR REUSE OF A CERTIFIED ARBORIST ' W W W THIS PRODUCT CONTAINED N **MITIGATION SHALL BE MET ON SITE AS POSSIBLE VIA UPSIZING REQUIRED TREES&ADDING W W W W W W W W HERE IN IS PROHIBITED ADDITIONAL TREES cn I W W W W WITHOUT THE WRITTEN U) W W W CONSENT OF STACK ROCK v FENCING: W W W W G R O U P I N C *6'CLOSED VISION FENCE(TAN VINYL OR APPROVED OTHER)AT ALL PERIMETER LOCATIONS W W W *4'OPEN VISION (BLACK TUBE STEEL)ANYWHERE WHERE LOTS ARE ADJACENT TO COMMON LOTS I W W W W W ©2020 STACK W W ROCK GROUP, INC. MINIMUM PLANT SIZES: • W W W W N *EVERGREEN TREES: 6'-0" HT. MIN. I 0 I W W W *ORNAMENTAL TREES: 2"CALIPER MIN. W W W W LL *SHADE TREES: 2"CALIPER MIN. I W W Seals PRELIMINARY *WOODY SHRUBS: 2 GAL. MIN. W W • W W W W W '�� O F /O I W W q x4. Xl I I W W W W W PLANT SCHEDULE W W W W W W W N W W W W W W s�, LA-16733 TREES BOTANICAL/COMMON NAME CONT CAL QTY REMARKS W W W O 9.07.2 P� Betula nigra•BNMTF• TM/Dura Heat River Birch B&B 2" 4 35'H x 30•W, CLASS 11 I W W W W W gNDSCAPE W W W • • W W W W W v W W NOT FOR CONSTRUCTION W W W W Gleditsia triacanthos inermis'Shademaster' TM/Shademaster Locust B&B 2" 11 35'H x 35•W, CLASS II W W • I W W W W W W U 0 W W W 0 LL.I V) W W W W W Tilia americana'Sentry' /American Linden B&B 2" 8 Class 11,45•H x 30'W L102 W W W W W L10300 11 W W W W W U CLOSED VISION FENCE, TAN VINYL OR APPROVED OTHER 0 O I W y W W W W W W Y W W W — — — — — — 4'OPEN VISION FENCE, BLACK TUBE STEEL W W W W W W N --. _ i I W W W W W o LOT TREE (CLASS 11, PER HOA/CCNR) FROM TREASURE VALLEY TREE SELECTION GUIDE W W - - / I W W W W W W c I I o W - z W W SS SS SS SS ss ss 3 I O N LOT TREE (CLASS 11, PER HOA/CCNR) FROM TREASURE VALLEY TREE SELECTION GUIDE W SS SS ss SS — SS v • _ _ — — _ — — N U) Ww w w w w N Q O T W II O O O O O O O O z W I 41 W I i J W � z z W O L U W J Q $ I REVISIONS Q W N MIRK DATE Description •Q • W I I U CLOSED VISION FENCE ® ** ** a� W IO y 41 O W • L I 1 v W I -v W p m W W o W I JOB NO: 21-2132 1 DATE: 09.07.2021 CD W DRAWN BY: JB CHECKED BY: JB O , U CLOSED VISION FENCE U I v DRAWING TITLE () O LANDSCAPE PLAN - AREA 3 °' �`� � � • � • � � • . � � . �. . w� . Sri . �. � . �� �� oLU • • • N 1 � N w +� W 1 w of v } a SHEET NUMBER U 0 0 0 20 40 60 feet Ll 0 3 0 -00fU O N 1 a) 0NORTH SCALE: 1" = 20' U l--V) 1 2 3 4 51 6 17 8 9 10 SEWER LINE A SEWER LINE B (rJ-U-B 7__=00**1wr 2555 2555 2560 2560 J-U-B ENGINEERS, INC. AVIATOR PARK LLC U . . . . . . EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co /� _ ._ J o -Al2550 ---- 2550 2555 2555 c/ Cfl M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH SSWRR-3 PROPOSED EXISTING GRADE. . LJJ i O (o U FINISHED GRADE . LLJ U - 0 M i - -- -- _---- ---- r -------- -------- -------- --- z X LJJ � o 2545 2545 2550 2550 c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z ui 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED i FINISHED GRADE . . . . . . . . . . . . . . . . . . . . . . . . � N 2540 2540 2545 2545 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oL F•S N� 8 40% 2535 " pVC ® 2. �47.g LF 2535 2540 2540 0 60 120 \2S 330.8 LF 8" PVC ® 0.47%. . 77777 4a, \ \ 892 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f 0 F �5 2530 MH SSWR-6 2530 2535 2535 T1� - STA: 11+74.92, 0.00 MH SSWR-6 . . MH SSWR-5 . . . . . . . . . . . . 021 SCALE IN FEET - _ MH SSWR-7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM: 2549.33 „ STA: 10+00.00, 0.00 STA: 13+34.83, 0.00 STA: 10+23.13, 0.00'. . . . . . . . . . . . . . . . . . . . . . . .8 IN: 2536.75 (E) . RIM: 2549.33 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM: 2548.85 . . . . . . . . . . . . . . . . . . RIM: 2550.85 . . . . . . . . . . . . 8" OUT: 2536.65 (S) . 8" IN: 2536.75 (E) 8" IN: 2538.40 (N) . . 8" IN: 2533.10 (N) . . . . . . . . 8" OUT: 2536.65 (S) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 T. 2538.30 (W) . . . . 8" OUT: 2533.00 (S) w OUT: � 2525 2525 2530 2530 Z< w < 10+00 10+50 11+00 11+50 11+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+72 Lu Z JC0 C7 < ZH � � m0 < O d = U m ~Lu < 0 Zj,JJQ U Z H J cQ m � < m0 0 '6 ax U N � zO � J w z < � � m < J U U Z w Z O Q w o Q Z 0 U SEWER LINE C ° � _ ~ ° ~ w ° I fn ,- :0:) J � s 2555 2555 v k J 2 0 3: Z) U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH 5`9SWR-4 � < c� W � o 0 EXISTINGGRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z � c � w = = � - o - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lu > w ~ z wm � .- -.-.-.----..�--- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J W � W < U Y 1 2550 ------ ---- - --- 2550 = � Z Z ----- -------- - U O J W \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-_-__-� ......----- - m W J � W 2 < J H 2 Z O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ocn < cn Z COMPASS PUBLIC CHARTER 11 SCHOOLINC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > \ 2545 2545 rn 0 I m PROPOSED 2 r FINISHED GRADE -Z / \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p m / � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rr*I 2540 2540 W � I 444.5 LF 8 PVC ® 0.42% m + r � *o MH SSWR-4 . O < w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA: 14+48.54 0.00 o J o . . . . . . . . . . . . . . RIM: 2547.26 . . . . . . . a � MH SSWR-5 8" IN: 2540.35 (N) o' 0� a STA: 10+00.00, 0.00'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ." o /�,� 2535 8 OUT: 2540.25 (S) 2535 T RIM: 2548.85 N �D W " / J8 IN: 2538.40 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O � J " Q E 8 OUT: 2538.30 W . . ( ) Q 0 Q W W � `\ o J J o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J 0- z7- - -2551- 0 2530 2530 z W � �g50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+504 60 / Q I� Q -_ w 1 Q z _ 0- J d 2550 ass / � > ~ z \\V �� Lu O oC v v� �4 O 0- 2549 S EWER LINE N E C N II � 2555 2555 o -2551� U - - - - SEWER LINE B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w - - - - - - 0 9+75 - - - - cc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v 11+75 MH SSWR-6 SEDAROT -STREET - -MH SSWR w5- I I 2550 EXISTING GRADE 2550 w IN -10+00 i _ \ ------ -------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .T. - `-- Lu co 'z z �^ � � -2551_/ �� \ ��<2552 + m --- -------- -------- ---- . . N J Z r/ Il I � N ✓ /\ w + w �N N - , \ I J 2545 FINISHED GRADE POSED 2545 � a / \ w� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . wcn o / ` \ zomf . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a) U 2 / ) J a FILE: 10-21-079_PPLAT3 J U - / / _ 439.4 LF 8 PVC 0 0.63% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w < O / C- U W JUB PROJ.#:---- Y \ I / v ~ (n DRAWN BY: EJE .. w \ ti � Q U _ i�N 2540 2540 DESIGN BY: EJE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a � MH SSWR-7 � 2551 � - � - -N �h � � \ STA: 18+9 MH OR00 o O LIC) FL C6 �� _ I CHECKED BY: KHM RIM 2546.97 ONE INCH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-� - < '" 8" OUT: 2543.10 S =25 � / `� ?551- � `\� � _- � � AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY _ _ - 77 LAST UPDATED:9/8/2021 N N _ ^ MH SSWR-8 _ 2535 2535 N + ---- ss_____ss�_-_--ss-_---ss-----ss----_ 14160 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+98 SHEET NUMBER: rn SS-----ss----- SS-© o � FRANKLIN ROAD PP-03 6 is d 0