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Home My WebLink AboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST Project Name: Portico Place Subdivision File No. Contact Name: Penelope Riley Phone: FP 07-025 463-0305 Date Received from Planning and Zoning Department: August 9, 2007 Planning and Zoning Level: Hearing Date: N/A ❑X Transmittals to agencies and others: Notice to newspaper with publish dates: ❑ Certifieds to property owners: ❑ Planning and Zoning Commission Recommendation Notes: and 0 Approve 0 Deny City Council Level: Hearing Date: 0 Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: N/A ❑ Certifieds to property owners: N/A ❑ City Council Action: ❑ Approve ❑ Findings / Conclusions / Order received from attorney on: Notes: September 4, 2007 August 9, 2007 and N/A ❑ Deny Findings / Conclusions / Order: Res°lud— ❑ Approved by Council:�opYRes/Copyce CnginalRes/Copy C- M,utebook Ciy°lek Ciy Engineer ❑ Copies Disbursed: CIN Planner �iyA C° Srening ndfier� Findings Recorded Project Flle Deputy Clerk copy Res IC ginalC— Ada County (CPAs) Development Agreement: Applicant (non -CPAs) R—a dOrd—. Sent for signatures: Q ginal Minurebook copies to: allyClerk SaW TaK Comm Srere .ree-rer. Awator. P— ❑ Signed by all parties: SleNng C.a - Ciy AM,m:y Ciy Engineer ❑ Approved by Council:P Planner Project file Applicant (il appl.) ❑ Recorded: Oepuryps Clerk Fhdi,/ ar�eR: C,pnal'. Mlnulebook Copies Disbursed: Copiesto: Applicant Pr°• t°1e ciy engineer Ordinance No. Resolution No. Ciy Planner o o NC; ,* " R—d V... U.. FI^A^pz " ❑ Approved by Council: •^° RK°'°'C°g,,A°irepro cngmacFo-eproor fFoe Foe copies ❑ Recorded: Deadline: 10 days Wtfileicam N' p�aar ❑ Published in newspaper: �i En Ciy Planner °'NA°°°'•y cepuN clerk ❑ Copies Disbursed: t crrY OF-.4 �j'1 1�17w TRANSMITTALS TO AGENCIES FOR COMMENTS ON � W IDAHO► EVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN F ce FR 4 TAE,SUHEvIY Jo insure that your comments and recommendations will be considered by the Meridian City Council please submit your MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree David Zaremba CITY DEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City Attorney) 898-5503 (HR) Fax 884-8723 Fire 540 E. Franklin Road 888-1234/fax 895-0390 Parks & Recreation 11 W. Bower Street 888-3579/fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533/fax 888-6854 Police 1401 E. Watertower Lane 888-6678/fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500/fax 898-9551 - Building 660 E. Watertower Lane Suite 150 887-2211 / fax 887-1297 - Wastewater 3401 N. Ten Mile Road 888-2191/fax 884-0744 - Water 2235 N.W. 8th Street 888-5242/fax 884-1159 comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: August 28, 2007 Transmittal Date: August 9, 2007 File No.: FP 07-025 Hearing Date: September 4, 2007 Request: Final Plat approval for 26 single-family building lots and 3 common lots on 5.17 acres in an R-8 zone for Portico Place Subdivision By: Portico, LLC Location of Property or Project N. Locust Grove Road north of E. McMillan Road and east of Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary Services(No VAR, vac, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office(FP/PP only) Ada County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District CITY FALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHo 83642 (208) 888-4433 CITY CLERK -FAX 888-4218 FINANCE & UTILITY BILLING -FAX 887-4813 MAYOR'S OFFICE -FAX 884-8119 Printed on recycled paper f. CITY OF G'YI O TRANSMITTALS TO AGENCIES FOR COMMENTS ON 'n''Ilo DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN F ' `Tr:eAsuHeV.u-E' i, 1To insure that your comments and recommendations will be considered b 963 MAYOR the Meridian City Council please submit your y Tammy de Weerd I comments and recommendations to Meridian City Hall CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree David Zaremba CITY DEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City Attorney) 898-5503 (HR) Fax 884-8723 Fire 540 E. Franklin Road 888-1234/fax 895-0390 Parks & Recreation 11 W. Bower Street 888-3579 / fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533/fax 888-6854 Police 1401 E. Watertower Lane 888-6678/fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500 / fax 898-9551 - Building 660 E. Watertower Lane Suite 150 887-2211 / fax 887-1297 - Wastewater 3401 N. Ten Mile Road 888-2191/fax 884-0744 Water 2235 N.W.8th Street 888-5242/fax 884-1159 Attn: Will Berg, City Clerk, by: August 28, 2007 Transmittal Date: August 9, 2007 File No.: FP 07-025 Hearing Date: September 4, 2007 Request: Final Plat approval for 26 single-family building lots and 3 common lots on 5.17 acres in an R-8 zone for Portico Place Subdivision By: Portico, LLC Location of Property or Project: N. Locust Grove Road north of E. McMillan Road and east of � Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department \SLSewer Department Sanitary Services(No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney --City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office(FP/PP only) ,Ada County Highway District /Ada County Development Services � — Central District Health �E Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,cuP) c�Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District CITY HALL 33 EAST IDAHO AVENUE MERIDIAN CITY CLERK - FAX 888-4218 FINANCE & UTILITY BILLINGA 48 DAM 0083642 0FFICE -FAX 884- (208) 888-4433 Printed on recycled paper 8119 t,rvr,F j+ra�N r 1[:sAI40 F Planning Department UUMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification Cinal inal Plat Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information 00, Applicant name: A aLrjco Cr Phone [2Qe3_:2 /•G/16 Applicant address: l . R A,). ./%��/Ls��G VC.. . ,,�/ Zip: t Applicant's interest in property: ' Own ❑ Rent ❑ Optioned ❑ Other Owner name: _ plJI27`YC• A . L GC •XeyCi Phone . G✓/' Owner address: P3 ii �.,/ �.� aol� .�v�-- Zip: Agent name (e.g., architect, engineer, developer, representative): tlG�%L�IG�Z. Firm name: /t ct54 /-� G, // / -47 �Z, J phone O L • d 3 ASS Address: O G/ ,S�y,C Primary contact is: Applicant ❑ Owner 1'VAgent ❑ Other Contact name:�,� Phone: E-mail:.a/' ' 7y it y , Fax: Subject Property Information Location/street address: / %BO /yf C A& MA ,i Assessor's parcel number(s): 3 3G 5 Township, range, section: 1�i��/,(f�4Z Total acreage: Current land use; l"��lA-6 Current zoning district: %LB 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity ore 1 - 06/25/2007 09:47 2083950230 PAGE 02/02 N Pi°oject/subdivision name: t--• General description orvronosed 7 / r—_ . w. -- Proposed Acres of arch zone proposed: Type of use proposed (check all that apply): fla-'lesidcntial 0 Commercial ❑ Office ❑ Industrial 0 Other Arnanities provided with this dtveloprnent (if applicable t1' � Who will own & maintain the pressurized irrigation system in this development? Which irrigation distriot does ibis property lie within?��ssi/ kritnary irrigation source:,t Secondary: Squarc footage of landscaped areas to be .irrigated (iFpranary or Woad ary point o1'connection is City orator): •,�?��i Residential Proiect Summary (if nnnl: 9hro. Number o f residential units: Nwnber of common and/or other lots: Number of building tots; Proposed number of dwelling units (formulti-family developments only): I Bcdreom: ' 2 or more Bedrooms: Minitnurn square footage of structure(s) (excl. gage); Minimum property Art3' sizo (s,�: Proposed building height:_ Gross density (U/avc-toml lanai): Average property size (s.f.): Net density (bU/acre-excluding roads & alleys): Percentage of open space provided: A creage of oPen space' Percentage of useable open space: (See Chapter;, Article e, for qualified open space) Typc oropen apace provided in acrms (Le, landscaping, public, common, etc): Type ofdwelling(s) proposed. ❑ Single-family Q'Townhomes ❑ Duplexes O Multi -family Non-residential Project Summer„ i:f Number of building lots: Other lots: Gross floor area proposed! Hours of operation (days and hours)- Existing (if applicable): Percentage of simlproject devoted to the following; Building height Landscaping: Building: Total number of employees: Pav1Dg' — �--� Maximum number Of employees at any one time: Number and ages of students/children (if applicable). Total number of parking spaces Seating capacity: Provided: Number of com acts aces —� P p provided: Prins applicant name: Applicant sirmature- 660 E 'lVatemwer e, Suite 202 Date: Phone: (208) 894-5533 Meridian, Idaho 83fia2 • l acs' ile: (208) 888 685d . Website: meridiancity.org 2 «X' V4L'EY nckfdl Final Plat Application for Portico Place Subdivision Meridian, Idaho NARRATIVE Final plat approval is being requested by Portico, LLC for the Portico Place Subdivision. The preliminary plat was approved by the City of Meridian by Council action on March 27t" 2007. This subdivision site is 5.17 acres. The site is located in the SW Y4 of the SW '/4, Section 29, T4N, R1W, B.M., City of Meridian, Ada County, Idaho. The final plat provides conformance with the approved preliminary plat and meets all requirements and conditions thereof. The final plat for Portico Place Subdivision conforms with, and meets all requirements and provisions of the UDC, acceptable engineering, architectural and surveying practices and local standards. Portico Place Subdivision will include plans to build 26 single-family residential and townhouse building lots and 3 common lots. The building lots consist of 20 attached units, 5 detached units, and 1 existing detached home. The proposed gross density for this subdivision is 5.03 dwelling units per acre with a net density of 6.98 units per acre. There will be no non-residential lots. Amenities will include a 13,520 square foot common area in the center of the development with a gazebo and pathway. There will also be parking at each end of the common area. The plan also provides for 0.31 acres (6%) of landscaped usable open space which slightly exceeds the 5% minimum required by UDC 11-3G-3A-1. Treasure Valley Engineers, Inc. 1204 6f'' Street N Phone: (208) 463-0305 Nampa, Idaho 83687 Fax: (208) 463-4391 www, TVEinc. coo WIw 0 N I I� R 14 p� o gp m 5 a� r4 g C. z m�- � �G/cZi !.,.,_ N 00�2si4' E ......—_ 6"21(660: PER DEED) .—..—..—..—. „• nx rr c ON Iw I wur- — --- —.— _ IV _ 66�.45r(RESULIINC) .--.--.-".--.--_73 07 41� E 20 1 I�FI I I NI N O 1 m Iz 1 I 1>6l I �I N ml u I�� f Ia m l N I W C �i I I f I I I I ' 1 I I I fT 1 GI�;j ml fh S ar25'17' W 665.02' (860' DEEP) I £a _•--._— __ s az IS.sJ• w �M 078'25VXI tee.TM j ' - - 21.40' - - - - - - PR j A t7 r� 00 z- 0It R� E 0 O z N �m u r./ J Rop�.JS� i� �Z r CD I*myI P 90Aaa��S �i w Z�Vvvv immam mn�gn m y°o�ao a""bC RJ r�AA�A m�zc� Z s$°gig �g �N x mA�r� rb- a Naze om Aiaom� g2eaY N m �o = is m 4 o uw 5 ar 282.2 1JJ2.W Y vyaiA Tn o�O OQ A oY $oIA,1 0 voo"i2� Cl�algm� 2wN yymV Aay nn O� �11°/I ' �y�p a;vaiA� m+2 Z°� [oo a� dam s2Yx om°;pC) "YNn;j�y O1Z A° mT"�D nmNm a� ?i�� °m aV>mmi cc[i [a ig pmi�O=� �o�p .-=yoa r-I+S oYm �� Omo1 C Ibily��DO A�V bm0 LZ D;a a OYAi� h' ca�Ao $sF bn ;moo �Ig �g Syg yro �Atim �b go ag �e m� mo 0oo of z A m CoyHc� i a �y� yy ysga go0o aNmn�� "o y ep <a Yp "a a A. ma ma mA�� i=ya a� mA gA FFOB �yoo 00mpV1 r-----'0 m �qq! dug �� uD av o� I I I I n m I I I I I Y a Y Igo > . as , >R � rn �€� 0 a d rrft— -1 oa> (z� yyp$ QyqtEy� (y� ff a -o £ D os < M, 10 A S 11 0 �o PORTICO PLACE m> °IDAHO Fj# Z '° MERIDIAN,au $ �41S' u Hearing Date: September 4, 2007 File No.: FP-07-025 Project Name: Portico Place Subdivision Request: Final Plat approval for 26 single-family building lots and 3 common lots on 5.17 acres in an R-8 zone by Portico, LLC. Location: North of E. McMillan Road and East of N. Locust Grove Road in the SW I/4 of SW%4 of T. 4N., R. 1 W., Section 29. RECEIVED AUG 0 9.2007 City Of Meridian. City Clerk Office CIVIL AND STRUCTURAL ENGINEERING AND LAND SURVEYING EXHIBIT A Resulting Property Line Adjustment Parcel for Portico, LLC Job No. 04097 6/7/2006 Land in the SW1/4 of the SW1/4 of Section 29, T4N, R1 E, B.M., City of Meridian, Ada County Idaho, described as follows: ' COMMENCING at the Southwest Corner of said SW1/4 (Southwest comer of Section 29), marked by a brass cap as per corner perpetuation record, Inst. No. 98117251; thence, along the South Line of said Section 29, South 89012'28" East, 485.60 feet to the POINT OF BEGINNING; thence North 02012'41" East, 664.45 feet; thence South 89020'43" East, 339.19 feet, to a found 5/8 inch rebar with a plastic cap marked "PLS 4431" and being an angle point on the boundary of Sheridan Place Subdivision, as per the Plat thereof, in Book 92, at Page 10886, Ada County, Idaho Plat Records; thence along said Subdivision boundary, South 02015'53" West, 665.28 feet to a found 5/8 inch rebar with a plastic cap marked "PLS 4431" on the South Line of said Section 29, said rebar marking the "Real Point of Beginning" on the Plat of said Sheridan Place Subdivision; thence along said South Section Line, North 89012'28" West, 338.55 feet, to the POINT OF BEGINNING; Containing 5.17 acres or 225,224 square feet, more or less, and subject to any easements or rights -of -way of record or otherwise existing. PASargentTortico Place\Drawings\S—ey\Exhibits-Descriptions\Portico Resulting PLA Parcel.DOC Treasure Valley Engineers, fne. 1204 6". Street North Office: (208) 463-0305 Nampa, Idaho 5368; Fax: (,208) 46 i-4391 WWW, VVE-Ine.com Au.17. 2006 12:22PM Tn s n a t i o n Title No.5179 P. 2 LandAtneriea Transnation Escrow No. 040 2'1 o(� t'jt+Z279y ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 3 BOISE IDAHO 08/04/06 04:28 PM RECORDED -REQUESTDEPUTY Neava Haney OF III I'�I'�I�III�I'I�'I�'��'II'III� III Transnation Title 106125625 QUITCLAIM DEED FOR VALUE RECEIVED COPPZRTRLE DSV'ELOP1'n=, LLB, an Idaho Limited Liability Cwapany do(es) hereby convey, release and forever quitclaim unto: PORTICO, LLC, an Idaho Limited Liability Company whose current address is: the folk wing described premises, to -wit: See attached Exhibit i,An Date: July 10, 2006 CoPPertred Development, LLC Notary Acknowledgment — see page 2 u1 IuAug;.11` 2006��12:22PM��;T—nsnat i on� ;i tI eM. No.5179 P- 3 Stat® of Idaho, County of Ada, ss. UvsTOn this day ofn the year of 2006, before me, the undersigned, a Notary Public in and for said State, personally appeared Robert Chavez known or identified to me to be the person(s) whose name(s) is/are subscribed to the within instrument as the managing member of Coppertree Development, t.l_C and acknowledged to me that he/she/they executed the same as such managing member. Residing at: My commission expires: Residing In: Moddian, Idaho My Pomi on Expires: W4=10 r •• o r' ,9T� OF t'DP`r�. Au.11. 2006 12:22PM T--nation Title No.5179 P. 4 SXHIBIT "A" Land In the SWIM of the SW1/4 of Section 29, T4N, R1 E, B.M., City of Meridian, Ada County, Idaho, described as follows: COMMENCING at the Southwest Comer of said SW1/4 (Southwest comer of Section 29), marked by a brass cap as per comer perpetuation record, Inst. No. 95117251; thence, along the South Line of said Section 29, South 89012'28" East, 824.15 feet, to a found 5/8 Inch rebar with a plastic cap marked "PLS 4431 ", Marking the "Reel Point of Beginning" of Sheridan Place Subdivision, as per the Flat thereof, in Book 92, at Page 10886, Ada County, Idaho Plat Records, and the POINT.OF BEGINNING, for this descrIption; .. thence North 00'025'1T' East, 665.02 feet, a point on the boundary of said Sheridan Place Subdivision; thence along said boundary, South 89°20'43" East, 21.40 feet, to a found 5/8 inch rebar with a Plastic cap marked `PLS 4431" marking an angle point on the boundary of said Sheridan Place Subdivision; thence along said boundary, South 02°15'53" West, 665.28 feet, to the POINT OF BEGINNING; Containing 0.16 acres or 7115 square feet, more or less, and subject to any easements or right"f-way of record or otherwise existing. O �t'r 12�� ADA COUNiY RECORDER J. 'AVID NAVARRO _ z Z BOISE IDAHO 06110/04 04:11 PM DEPUTY NEAVA HANEY RECORDED t.: k Pioneer 'REOUESTOF AMOUNT 6.00 104072935 n A Pioneer Company PIONEER TITLE COMPANY OF ADA COUNTY 8151 W. Rifleman Ave. / Boise, Idaho 83704 (208) 377-2700 QUITCLAIM DEED For Value Received The Edwin G. and Evona V. Buckley Trust, U/T/A dated the 23rd day of February, 1994 do hereby convey, release, remise and forever quit claim unto Coppertree Development, LLC whose address is I7 70 V We Sf./ +156' 619, ' L) $3,762 the following described premises, to -wit: This deed is being granted to release the easement/non-exclusive right of way created by Warranty Deed recorded as Instrument No. 667134, recorded June 23, 1967, records of Ada County, Idaho, and further described in Exhibit "A" attached hereto and made a part hereof by this reference. together with their appurtenances. Dated: June 8, 2004 The Edwin G. and Evona V. Buckley Trust, U/T/A dated the 23`" day of February, 1994 B Edwin G. Buckley, Co -Trustee Evona V. Buckley, Co -Trustee STATF.DF IDAHO, County of Ada On thi day of June, 2004, before me, the undersigned, a notary public, personally appeared Edwin G. Buckley and Evona V. Buckley, known or identified to me to be the persons whose names are subscribed to the within instrument as Co -Trustees and acknowledge to me that they executed the same as such Co -Trustees. • �ti Cp • 4T?�� • t4 •..•••••..• J' ; D ee A. Egusquiza oQ�;JliOTA�r P,% otaryPublicofIDAHO Residing �• _ " at Nampa Commission LIG expires: March 9, 2006 ,r,>• �pUB ••.'',.•'•• ..••.•gyp .•�• %.,F OF 1D r••.� ` ",_ED EFFECTIVIF 251 ARTICLES OF ORGANIZATION LIMITED LIABILITY COMPANY ,; I IL 2 3 PH; 35 (Instructions on back of application) F; �,..�F.i` ij 5 iATI F -D I HO 1. The name of the limited liability company is: Coppertree Development, L.L.C. 2. The address of the initial registered office is: Boise, Idaho 83702 1770 W. State #153 and the name of the initial registered agent at that address is: Robert M. Chavez 3. The mailing address for future correspondence :1770 W. State #153 Boise. Idaho 83702 4. Management of the limited liability company will be vested in: Manager(s) n or Member(s)U . (Please check the appm"ce box) 5. If management is to be vested in one or more manager(s), list the name(s) and address(es) of at least one initial manager. If management is to be vested in the members, list the name(s) and address(es) of at least one initial member. Name Address [4 Robert M. Chavez 1770 W. State #153 Boise, Idaho 83702 Signature of at lea o person responsible for forming the limited liability company: Signature Typed Name rt M. Chavez Yp � Secretary or scale use ony Capacity Member Signature s Typed Name i IDAHO SECRETARY OF STATE Capacity E 07123/2A83 95 : Aso CK: 13673 CT: 23M RH: 692627 1 e 100.90 = 190.68 ORGAN LLC 1 2 256 ARTICLES OF DISSOLUTION ' ' a LIMITED LIABILITY COMPANY �r t (instructions on back of application) The below named limited liability company has been dissolved pursuant to section 53-642, Idaho Code. 1. The name of the dissolved limited liability company is: COPPERTREE DEVELOPMENT, L.L.C. PILED EFFECTIVE 2. Its articles of organization were filed with the Secretary of State on: 3. The reason for the dissolution is: CLOSING DOWN BUSINESS VENTURE 4. Other information concerning the dissolution (optional): 5. Signature of at least 1 manager or member Signature MEMBER Typed Name ROBERT M. CHAVEZ Capacity Signature Typed Name Capacity `a Secretary of State use only ,o a U ; APR 27 PN 4: 26 SAC; %SjiATE °a iO JULY 23, 2003 ';j "0' SECRETARY STATE H 0.4 27/2Q06�95.100 2 CK: 12749 CT: 23@# RN..951782 E I @ 39.88 = 3e.BA DISS LLC A 2 JR i3 0aSaA'--� -, AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, PAV Boise ID 83713 being first duly sworn upon, oath, depose and say: I. That I am the record owner of the property described on the attached, and I grant my Permission to: -77&4s;r7,rz- v�E.// e�;' (name) isrti".s � _� G J7.'ND/ �'2► ��,,� .mow /� (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 .7. 20 (Signatu SUBSCRIBED AND SWORN to before me the day an ear first above written. �•• •i� �.7`/ ��0�4Q► ;;.A��%,•• ary Public for I ho) = Q SOT AR y Residing at: - d "•�lG * ` My Commission Expires: ' D-36 d •. PUBS' f0 0 •''• 4 TE Og 1 ••. 251 ��T a ARTICLES OF ORGANIZATION x LIMITED LIABILITY COMPANY 4 (instructions on back of application) 1. The name of the limited liability company is: Portico, LLC 2. The street address of the initial registered office is: 1883 N. Wildwood Ave, Boise ID 83713 1116 MAR 15 AM g: 42 STArF tiF tl}H0'r , and the name of the initial registered agent at the above address is: Ronald D. Sargent 3. The mailing address for future correspondence is: 1883 N. Wildwood Ave, Boise ID 83713 4. Management of the limited liability company will be vested in: Manager(s) 0 or Member(s) r-1 (please check the appropriate box) 5. If management is to be vested in one or more manager(s), list the name(s) and address(es) of at least one initial manager. If management is to be vested in the member(s), list the name(s) and address(es) of at least one initial member. Name Address Ronald D. Sargent 1883 N. Wildwood Ave, Boise Id 83713 Edward J. Mason 1883 N. Wildwood Ave, Boise Id 83713 6. Signature of least o e erso esponsible for forming the limited liability Signatur - company: Typed Name: Secretary of state use only Capacity: Signature IDAHO SECRETARY Of STATE 03/15/2006 Typed Name: Capacity: � � 05:0o CK: 3047 CT: 183214 BH: 943415 1 @ 100.00 = 100.80 ORGAN LLC # 4 VIeb FwIn Portico Place Subdivision - Final Plat Application City of Meridian, Idaho Amenities: Amenities will include a 13,520 square foot common area in the center of the development with a gazebo and pathway. PRELIMINARY/ F/NA z-- 8/10/2006 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: AGENCY and AGENCY FILE NO: SECTION/ TOWNSHIP/ RANGE: DEVELOPER: PORTICO PLACE SUB Meridian: PP 06-037 29 4N 1 E TREASURE VALLEY ENGINEERS INC The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Engineer) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: -'E. MCMILLAN RD �r -'E. ROARING CREEK ST : N. SCHUBERTAVE THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: • M BEETHOVEN AVE N. CHOPIN AVE %N. PORTICO WAY 'E. WHITE HAWK ST •-- THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE, A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT TIME OF RECORDING. ADA COUNTY ENGINEER MERIDIAN FIRE DEPARTMENT ADA COUNTY HIGHWAY DIS. ADA COUNTY SHERIFF Street Approval Sent: i John Priester Representative Representative Representative DATE DATE' DATE DATE DATE*1 A� Pagel of 2 Lance Warnick From: John Priester Uohnp@adaweb.net] Sent: Thursday, November 04, 2004 3:53 PM To: Tom Park Cc: Iwarnick@treasurevalleyengineer.com Subject: RE: New Meridian Development Name November 4, 2004 Tom Park Samas LLC 4915 W Camas St. Boise, ID 83705 RE: Subdivision Name Reservation PORTICO PLACE SUBDIVISION Dear Tom: At your request I will reserve the name "PORTICO PLACE 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. Sincerely, John Oiester John E. Priester, P.E.L.S. County Engineer JP/jp -----Original Message ----- From: Tom Park [mailto•tom@heritaZeisp.netj Sent: Wednesday, November 03, 2004 10:03 AM To: John Priester Subject: New Meridian Development Name John, It is my understanding that I am suppose to send you the name we are considering for our 4.5 acre development located at 1780 McMillan Rd in Meridian. Sub Name: Portico Place f Please feel free to contact me if you have any questons or concerns. Tom Park (208) 867-6335 Cell (208) 939-3265 Work e-mail: tom@heritageisp.net MSN: thomas.park@hp.com *This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom it is addressed. If you have received this e-mail in error, please discard the message and notify me directly. CONFIDENTIAL 11 /11 /2004 - PXVKEy%x'jW June 15, 2007 Bruce Freckleton City of Meridian Public Works Department 660 East Watertower, Suite 200 Meridian, Idaho 83642 SUBJECT: STATEMENT REGARDING GROUNDWATER ELEVATION PORTICO PLACE SUBDIVISION MERIDIAN, ADA COUNTY, IDAHO Dear Mr. Freckleton: The purpose of this letter is to document that based upon the available geotechnical information that there is more than 3 feet of vertical separation from the centerline of the proposed road to seasonal high groundwater. I have enclosed a copy of the site investigation for your records. Thank you for your help. Feel free to call me at 463-0305 if you have any questions. rXJtiff y�"^� Sincerely, ' Lance Warnick, P.E. 4 Project Manager Treasure Valley Engineers, Inc. L �'��`TM� Ise q Attachment-- 1. Site investigation report by AES (November 25, 2004) cc: File 04097 PASargentftrtico PlacelCivil\Corres\City_06-15-2007.doc Treasure valley Engineers, Inc. 1204 61h Street North Nampa, Idaho 83687 Phone. (208) 463-0305 Fax. (208) 463-4391 Email.• mail@TVEInc.com Ac"7CIATED :EARTH SCIENCEF -nc, a ./ SEi'TIC SQii..S l,�'Al.illtOtiti�,,,rOR:1( D2-1i'\ St)tt.ti DATA - \011. SC•RVk:YS S GEOLOGY i\VESTJ AifU\S-SiTG L\V�11"(IGAi ND INVESTIGATIONS Glen H. Logan 6238 Edgewater Drive Boise; Idaho 83709 Phone: (208) 672-9213 PAX: (208) 672-9214 HarleyR. Noe 5740 N. Amlehrook Way Boise, fdaho 93713 PI lone & I AK (208) 939-R602 Cell: (208) 850-4926 November 25, 2004 Tom Park Portico Place, LLC 4915 W. Camas Boise, ID 83709 RE: Soil test holes on Portico Place Subdivision site On November 12, 2004 three test holes were excavated on the site of the above referenced property. Two of the test holes were located in the Proposed road right of way to be evaluated for load bearing capability. These holes were excavated to a depth of approximately 5 feet. The other hole was located in the Proposed area of a storm drain facility and was excavated to a depth of 14 feet. This soil profile was also utilized in evaluation of the site for roadbed construction. Test hole R1-04 had a silty clay loam texture with an estimated 27 to 30 ercen clay in the 11 to 23 inch zone of the profile. This layer was sampled for R- t value testing and should represent the south half of the parcel. Test hole R2- is located near the north boundary of the roe 04 with 35 to 40 percent clay. This layer was also Property sampled to represent e n soil part of the property, p nt the north Samples were delivered to the Materials Testing & Inspection lab for Those sample results are displayed in the table below. The 200 testing. values are included in the table. Copies of the MTI test results are attached. hed. Test Pit Number Layer Sampled Texture/Est. Test Test 200 PSI Clay R-valua value R1-04 11 to 23 silty clay loam w/ range 8 to 11 27 to 30% 10 R2-04 11 to 21 silty clay loam w/ NA 35 to 40% <g Both test values are quite low and will likely require a full roadbed constructed to provide suitable bearing strength. Test hole THl- 4 also ha be silty clay loam layer at 18 inches with an estimated 30 to 32 percent Clay which Portico Place — Pag( -9',2— is very similar to the tested samples and helps support those values. A 200 PSI design value of no more than 10 should be utilized for the entire project. Test hole TH1-04 was placed to evaluate for storm drain suitability. No free water or evidence of wetness was observed in the pit to a depth of more than 14 feet. Three test holes measured on the property just east of Portico Place were dry to a depth of 15 feet for a entire 2003 irrigation season. Some 20 other test holes within %2 mile of the site also remained dry to 15 feet. Based on that data and characteristics in this profile, I would not expect any free water above a depth of 15 feet on this property. Z Should you need me to forward this data to your project engineer, I can do so. If you have questions or need anything additional, please call me at 850-4926. HARLEY R. NOE Professional Soil Scientist Attachments Associated Ea _b Sciences, Inc. Storm Drain Test Hole Description & Evaluation Date Of Evaluation: 11/12/2004 Requested B g Evaluated by: Harley Noe, Professional soli scientist Y Ron Sar ent, SAMAG, LLC Address: 4915 W. Camas City: Boise _ Phone: Legal Desc: State: ID in east 1 /2 of SW 1 /4 of SW 1 /4 Section 29, Township rth, Range 1 East, Boise Meridian Ada County, Idaho General Desc: 1780 McMillan Road, just east of Locust Grove Road .19?.3 371-61 10 83709 Depth (inches) Color Texture Clay % Roots Mottles Est. Permeability (in/hr) Comments Hole Number & Location: TH 1-04 461 1 0 to 9 10YR 3/3 silty clay loam common very fine, 27 to 30 fine & medium 9 to 21 7.5YR 4/4 silty clay loam none 0.2 tVrYlfe friable moist 30 to 32 few very fine &fine none 0.02 te ard dry, difficult to wet and 10YR 3/4 & thin lenses of 21 to 67 7/4 hardpan &loam soil few very fine & fine 15 to 18 to 48 inches to 92 10YR 416 none 2 to&difficult to texture67 gravelly sandy loam 8 to 10 nonebles, none very dense in place, veryextremel to 156+ variegated y gravelly<2 2 tomoist92 sand nonenone>20 place, 20% cobbles General Notes: Slope 0 to 1 percent. Profile very close to R2-04. NO free water I or evidence of to bottom of pit. The 9 to 21 inch layer has very strong, thin platy structure that is difficult to wet and break down. Associated Ear_) Load Bearing Sample'Fes _ Ole Description O' Sciences, Inc, & Evaluation UWEMWW� Date Of Evaluation: 10/12/04 Requested By: Ron Evaluated by: Harley Noe, Professional soil Scientist Sargent, SAMAG, LLC Address: 4915 W. Camas City: Boise Legal Desc: _ Phone: 3 71-6110 _ in east 1 /2 of SW 114 of SW 114 Sectiona29, Township 4 tJorth, Range Zip: 83709 Ada County, Idaho 1 East, Boise M: ' dean General Desc: 1780 McMillan Road, just east of Locust Grove Road Depth Color (inches) (moist) Texture Clay % st & Wet fCosistence Structure Moisture Coarse fragments, wetness 9 , Test Hole Number &Location: R 1-04 content evidence & other 4609 0 to 11 10YR 3/3 silty clay loam 30 to 32 very friable moist, sticky & plastic wet weak granular moist 11 to 23 7.5YR 4/4 silty clay loam 27 to 30 brittle moist, slightly sticky & nonplastic wet strong thin platy Di Difficult to break down and texture near) d Y dry SAMPLED FOR R-VALUE TESTING 23 to 34 10YR 4/4 loam 12 to 15 firm moist, nonsticky & nonplastic wet breaks to fine angular blocky, dense in massive dry place 10YR 4/4 34 to 69+ & 7/4 brittle thin hard an layers p Y brittle moist, nonsticky &nonplastic wet moderately cemented &highly massive dry fractured, can not be textured General Notes: 0 to 1 percent slopes. Mottles evident in the 1 1 to 33 inch layer are probably relic and due to historical over -irrigation and not due to roundwater. Depth Color (inches) (moist) Texture Clay % Moist it Consistence Structure oisture Moisture �Content Coarse fragments, wetness Test Hole Number & Location: R2-04 evidence & other 4610 0 to 11 10YR 3/3 silty clay loam friable moist, sticky & 28 to 30 plastic wet weak granular moist very firm moist, very strop 9 prismatic 11 to 21 10YR 3/3 silty clay loam 35 to 40 stick & ve Y ry plastic wet parting to block LAYER SAMPLED FOR R-VALUE very firm moist, very y strong prismatic nearly dry TESTING 21 to 32 10YR 3/4 silty clay 45 to 50 sticky & very plastic parting to wet blocky nearly dry extremely gravelly 32 to 63+ variegated sand <2 loose structureless dry 20% cobbles General Notes: 0 to 1 percent slopes. Mottles evident in the I I to 33 inch layer are �roba historical over-irri ation and net due to roundwater. I__ relic and due to SITE DRAINAGE FOR ACHD for the PORTICO PLACE SUBDIVISION 1780 E McMillan Meridian, Idaho Portico, LLC Contact: Ron Sargent 1883 N. Wildwood Street Boise, Idaho 83713 (208) 371-6110 by Lance Warnick, P.E. Project Manager Treasure Valley Engineers, Inc. Treasure Valley Ensineers, Inc. 1204 6" Street North Nampa, Idaho 83687 Geo Engberson Civil Engineering Intern Treasure Valley Engineers, Inc. Phone: (208) 463-0305 Fax: (208) 463-4391 Wmv. TVEInc.com VALEY Calculation Cover Sheet Calc. Number: 04097 Project Number: Discipline: Number of Sheets: ZZ, 04097 (Includes cover sheet and CIVIL table of contents) Project: Portico Place Subdivision Client: 1708 E McMillan Portico, LLC Meridian, Idaho Ron Sargent 1883 N. Wildwood Street Boise, Idaho 83713 Feature: ACHD DRAINAGE 3 re/i Item: SURFACE WATER CONTROLS °` Sources of Data: L . L 1. CH2M Hill, Inc. Urban Runoff Control Handbook for Ada and Can on Counties Idaho Ada/Can nwrf�'� Committee, January, 1977. y Este Freifrnent Management 2. Site Topo Provided By Treasure Valley Engineers, Inc. (October 2005). 3. Soils Report by Associated Earth Sciences, Inc. (November 2005). Sources of Formulae and References: 1. Linsley, Ray, et al, 1992. Water Resources and Environmental Enizineering, Fourth Edition, McGraw-Hill, Publishers, Inc. 2. Idaho Standard Public Works Construction Committee, 2003. Idaho Standards For Public Works Construction 2003 Edition. 3. Ada County Highway District. Development Policy Manual. November 2004. ❑ Preliminary Calculation ❑ Final Calculation Supersedes Calculation Number Rev. Calculation .._. No. Revision g Date Checked B Date A roved B A Issue for A royal Date GSE 06/O1/07 LBW 06/01/06 Treasure Malley Engineers, Inc. 1204 6`* Street Nortl: Nampa, Idaho 83687 Phone. (208) 463-0305 Fax. (208) 463-4391 Email. • mail@TVEJnc.com + VALI,EYE%kf Treasure ValleY Engineers, Inc. - Civil /Structural Engineering, Land Surveying 1204 e Street North Phone (208) 463-0305 Nampa, Idaho 83687 Fax (208) 963-4391 E-Mail.• mar!@TVElnc.com Project PORTICO PLACE SUBDIVISION Feature SITE GRADING AND DRAINAGE Project No._04097 Sheet Z Item STORM WATER CALCULATIONS Designed_ LBW _Date Checked Date TABLE OF CONTENTS Description Section Sheet Site Layout Showing Drainage Areas 1 _ 3 Runoff Calculations for Drainage Area 1 2 4 Runoff Calculations for Drainage Area 2 3 5 Seepage Bed Sizing 4 6 Window Sizing for Beethoven 5 8 Window Sizing for McMillan 6 9 Runoff Coefficients and Storm Intensity Appendix A A.1 - A.3 Soils and Site Information Appendix B B.1 „ 8.9 Sand / Oil Trap Specifications Appendix C C.1 Copy of storm 6/15/2007 3:09 PM v.qq ACM 40,E iA 2 45 ►Y4p IF o.6s Ae.M 6 3 soO IPA moi [NVAUEYM Treasure Valley Engineers, Inc. - Civil/Structural Engineering, Land Surveying 1204 6`t' Street North NampaIdaho 83687 Phone (208) 463-0305 , ~ E-Mail: mail@TVF_Inacom Fax (208) 463-4391 Project PORTICO PLACE SUBDIVISION Feature SITE GRADING AND DRAINAGE Project No. 040977 _Sheet Item STORM WATER CALCULATIONS Designed_ LBW _Date Checked __Date 2. RUNOFF CALCULATIONS FOR DRAINAGE AREA 1 A. FIND TIME OF CONCENTRATION (tc) Assume: The time of concentration (tc) for this area is defined as the time needed to reach the grease trap from the point that is farthest away. 50 feet of this flow is over grass (C=0.10), and 5 feet is over sidewalk and curb (C=0.95) and the remaining flow is the gutter (C=0.95). Solution: Time of concentration tc = 1.8*(1.1-C')*(D^1/2)/(S FAA (1970) =C'DS tc See Sheet 3 0% 10.10% 0.59% 2.2% 6.51% 2.221 Time of concentration (tc) = 21 min B. FIND PEAK DISCHARGE (Q) Design Storm 100-yr 21-min Using the Rational Method (Q = CIA) for the 100-yr, 18-min storm which is the estimated — time of concentration. C Runoff Coefficient 0.65 I Intensity See Appendix A.1 _ A Drainage Area 2 in/hr See Appendix A.3 Qioo Discharge = C*1*A 1.59 acres 2.07 See Sheet 3 cfs — -- �� .v � CO ,ea' /.4 — C. FIND FLOW THROUGH DRAIN PIPE Pipe Diameter (D) 12 in - Pipe flow area (A) = pi * D^2/4 = 0.79 ft2 Roughness coefficient (n) = 0.009 Hydraulic Radius (R) = D/4 0.250 feet _ Slope (s) = 0.50% Flow (q) _ [1.49 / n * A * R^2/3 * s^0.5] Flow (q) = 3.65 cfs Flow (q) > Peak Discharge (Q)? YES D. FIND VELOCITY IN GREASE TRAP (v) Grease Trap Size wt Trap Width 1,000 gal See Appendix C.1 d Distance Between Baffles 4.ft 16 a Flow Area = wt*d in v Velocity = Q/a 5.33 sf 0.39 fps Velocity (v) < .5 fps? YES Copy of storm 6/15/2007 3:01 PM NXVIEYE%kf� Treasure ValleyEngineers, Inc. Civil/Structural Engineering, Land Surveying 1204 6`h Street North Phone (208) 463-0305 f Nampa, Idaho 83687 E-Mail: mail@TVEInc.com Fax (208) 463-4391 Project PORTICO PLACE SUBDIVISION Feature SITE GRADING AND DRAINAGE Project No._0540_ 97 Sheet `� Item STORM WATER CALCULATIONS Designed_ LBW _Date Checked __Date 3. RUNOFF CALCULATIONS FOR DRAINAGE AREA 2 A. FIND TIME OF CONCENTRATION (tc) Assume: The time of concentration (tc) for this area is defined as the time needed to reach _ the grease trap from the point that is farthest away. 30 feet of this flow is over grass (C=0.10), and 5 feet is over sidewalk and curb (C=0.95) and the remaining flow is the gutter (C=0.95). Solution: Time of concentration (tc) = 1.8* 1.1-C' * D^1/2 / r0-95 D S( ( ) ( ) ( FAA (1970) tc See Sheet 3 0 30 2.0% 7.8 5 2.0% 0,55 127 0.52% 3.8 123 0.45% 3.9 106 2.11% 2.2 1l 18 Time of concentration (tc) 1 18 min B. FIND PEAK DISCHARGE (Q) Desi n Storm 100- r, 18-min Using the Rational Method (Q = CIA) for the 100-yr, 15-min storm which is the estimated time of concentration. C Runoff Coefficient 0.65 I Intensity See Appendix A.1 A Drainage Area 2.2 in/hr See Appendix A.3 Qtoo Discharge = C*I*A 1.64 acres See Sheet 3 2.35 cfs C. FIND FLOW THROUGH DRAIN PIPE Pipe Diameter (D) 12 in Pipe flow area (A) = pi * D12 / 4 = 0.79 ftZ Roughness coefficient (n) = 0.009 Hydraulic Radius (R) = DA 0.250 feet Slope (s) = 0.50% Flow (q) _ [1.49 / n * A * R^2/3 * s^0.5] _ Flow (q) = 3.65 cfs Flow (q) > Peak Discharge (Q)? YES D. FIND VELOCITY IN GREASE TRAP (v) Grease Trap Size wt Trap Width 1,000 gal d Distance Between Baffles 4.00 ft a Flow Area = wt*d 16 in v Velocity = Q/a 5.33 sf 0.44 f s Velocity (v) < .5 fps? YES Copy of storm CB#2A, A = 0.99 ac. Qioo = 1.41 cfs .Gtliw CB#2B A = 0.65 ac. Q E--- �oo = 0.94 cfs See Appendix C.1 6/15/2007 3:01 PM ►' V�L�Y� Treasure Valley Engineers, Inc. Civil /Structural Engineering, Lund Surveying /204 6` Street North Phone (208) 463-0305 Nampa. Idaho 83687 Fax (208J 463-439/ E-Mail: mail@TVEinc.com Project PORTICO PLACE SUBDIVISION Feature SITL E GRADING AND DRAINAGE Project No. 0Sheet l/ Item STORM WATER CALCULATIONS Designed LBW Date Checked Date 4. SEEPAGE BED SIZING A. FIND PEAK DISCHARGE (Q) Using the Rational Method (Q = CIA) for the 100-yr, 17-min storm which is the estimated time of concentration. Qloo Area 1 2.07 in/hr Qioo Area 2 See Section 2 2.35 in/hr See Section 3 Q100 Total 4.42 in/hr B. FIND FLOW THROUGH DRAIN PIPE TO BED Pipe Diameter (D) 15 in Pipe flow area (A) = pi * D^2 / 4 = 1.23 ft2 Roughness coefficient (n) = 0.009 Hydraulic Radius (R) = D/4 0.313 feet Slope (s) = 0.40% Flow (q) = f 1.49 / n * A * R^2/3 * s^0.51 Flow (q) = 5.92 cfs Flow (q) > Peak Discharge (Q)? YES Copy of storm 6/15/2007 3:02 PM �EVREYX Treasure i�alley Engineers, Inc. h;[l� Civil /Structural Engineering, Land Surveying 1204 6`* Street North Phone (208) 463-0305 J� Nampa, Idaho 83687 Fax (208) 463-4391 E-Marl: mail@TVElnc.com Project PORTICO PLACE SUBDIVISION Feature SITE GRADING AND D Project No. 04097 Sheet Item STORM WATER CALCULATIONS Designed LBW Date Checked Date C. FIND EXPECTED RUNOFF VOLUME NO f Design Storm 100-yr, 1-hr Using the Rational Method (Q = CIA) for the 100-yr, 1-hr storm which is the estimated time of concentration. C Runoff Coefficient I Intensity 0.65 See Appendix A.1 _ A Drainage Area 1 in/hr See Appendix A.3 (100-yr, 1-hr Storm) Q Discharge = C*I*A 3.23 acres See Sheet 3 (Total of 1 and 2) 2.10 cfs t Duration Vr Runoff Volume = Q*t 1hr See ACHD Section 8006.1 7,558 cf Allow for 15% Sedimentation = Vr*1.15� g,692 D. FIND SEEPAGE BED PROPERTIES H Height 8.9 ft Seepage Bed #1 = 8.9' x 11' x 227' He Effective Height (H -1') W Width 7'9 _ L Length 11 ft Vb Rock Volume = He*W*L 227 ft 19, 726 cf _ Vs Storage Volume = Vb*0.4 7,891 cf E. FIND VOLUME FROM INFILTRATION As Area of Seepage Bed Walls 3760 sf Ai Storage Area = As-2/3 2507 sf r Infiltration Rate t Duration 4 in/hr Vi Volume from Infiltration 1 hr 836 cf F. CHECK AVAILABLE STORAGE > REQUIRED STORAGE (V) Va Available Storage Volume (Vs + vi) 8,726 cf V Required Volume Available > Required? 8,692 cf — YES G. CHECK CAPACITY USING PERCOLATION OVER 24 HOUR PERIOD Vr Runoff Volume — 7,558 cf W Width L Length 11 ft Ap Percolation A: -ea = W*L 227 ft r Percolation Rate 2,497 sf Bottom Area of Bed 2 in/hr See Appendix t Time to Percolate = Vr/(Ap*r/12) _ 18 hr Percolation Time < 24 hr? OK Copy of storm 6/15/2007 3:02 PM NREVAUEYE%� Trea ere Valley Engineers, Inc. Civil /Structural Engineering, Land Surveying 1204 0 Street North Phone (208) 463-0305 Nampa, Idaho 83687 Fax (208) 463-4391 E-Mail.• mail@TVEInc.com Project PORTICO PLACE SUBDIVISION Feature ROAD Project No. 04097 Sheet: Item WINDOW SIZING Designed GSE _Date: 06-01-2007 .�• lam//NOD S Checked Date• A FIND SIZE FOR SAND INFILTRATION WINDOWS Assumed Infiltration Rate: Assumed Rainfall Event: Assumed Runoff Coefficient: _ Trench Width: Given Width of Road (ROW) Infiltration duration: UNIT INFILTRATION IFILTRATION OVER DURATION C SAND WINDOW SIZE FOR: 8.00 IN/HR 1.00 IN 0.95 3.00 FT 15.00 FT 24.00 HR 1.19 CD / Unit FT of Road 48.00 CF / Unit FT Trench N. Beethoven Avenue Given Length of Road: 185.00 LF Runoff / FT of RD (UNIT INFILTRATION) 1.19 CF / FT Trench (INFIL OVER DUR) 48.00 NECESSARY SAND WINDOW SIZE 4.6 LF P:1Sargent\Portico Place\Civil\CalcsMindow Sizing.xls 6/1/2007 N[gV41,EY%X Treavrre Valley Engineers, Inc. Civil /Structural Engineering, Land Surveying 1204 e Street North Phone (208) 463-0305 Nampa, Idaho 83687 Fax (208) 463-4391 E-Mail: mail@TVEInc.com Project PORTICO PLACE SUBDIVISION Feature ROAD Project No. 04097 Sheet Item WINDOW SIZING Designed GSE Date: 06-01-2007 Checked Date: L✓//i�Gir�ol' 'f/2//i�� i'G,rr /Y��i�1/LL/y/1s A FIND SIZE FOR SAND INFILTRATION WINDOWS - Assumed Infiltration Rate: Assumed Rainfall Event: Assumed Runoff Coefficient: _ Trench Width: Given Width of Road (ROW) Infiltration duration: UNIT INFILTRATION IFILTRATION OVER DURATION _ B SAND WINDOW SIZE FOR 8.00 IN/HR 1.00 IN 0.95 3.00 FT 48.00 FT 24.00 HR 3.80 CD / Unit FT of Road 48.00 CF / Unit FT Trench E. McMILLAN RD Given Length of Road: 286.00 LF Runoff / FT of RD (UNIT INFILTRATION) 3.80 CF / FT Trench (INFIL OVER DUR) 48.00 NECESSARY SAND WINDOW SIZE 1. 22.6 LF P:1SargentlPortico Place\Civil\Calcs\Window Sizing.xls 6/1/2007 All EXHIBIT'A' Recommended T" Coefficients for "Rational Method Equation" Peak Rate of Discharge Descer 6" Business Downtown areas Urban neighborhood areas Residential Single-family Multi -family Residential (rural) Apartment dwelling areas Industrial and Commercial Light areas Heavy areas Parks, cemeteries Playgrounds -Railroad yard areas Unimproved areas Streets Asphalt Concrete Brick Drives and walks Roofs Fields: Sandy soil Flat 2%, Average 2-7% Steep 7% Fields: Clay soil Flat 2% Average 2-7% Steep 7% Adapted from ASCE (1972) lents; "C'! 0.95 0.70 0.50 0.50 0.75 0.40' 0.70 0.80 0.90 0.10 0.20 ------------- 0.20 0.10 0.95 0.95 0.85 0.85 85 0.95 0.05 0.10 -1 0 0.15 0 L__ .13 1 01 .18 0.25 . A e c - 1- 4 80-24 C A N A A Jiaouaoxarl STATE OF I DAHO AREA CLASSIFIGATI.ON MAP (D--Distrfct Number F —Zone Designallon. O z v l \ v )xxCY1LLC _ I IOU ! - ,,J IUA LAX( I N V A D A ,4. 3 r.: U z X U.1 a- m W r U z NO .0 2 Exhibit A a 6 8 !0 12 18 24 MINUTES HOURS DURATION sr:P, fc sobs ;Act/,� r'IA OCIATED �EARTHSISCIENCE- Inc. R-F':�I_UFS:41iP1.ING—GEUf OGY INVE:S"1'I(.ATfUNS-titT'ts [\"LTI(..'AT7Q L SURVEYS VITTLAND 1`vh;S-t�fGA'r1U\'S Glen 1-1. Logan 6238 Edgewater Drive Boise, Idaho R.3709 Phone: (20R) 672-9213 FAX; (208) 672-9214 Harley R. Noe 5740 N. Applebrook Way Boise, Idaho, R3713 Phone &. FAX: (208) 939-8602 Cell: (208) 850-4926 November 25, 2004 Tom Park Portico Place, LLC 4915 W. Camas Boise, ID 83709 RE: Soil test holes on Portico Place Subdivision site On November 12, 2004 three test holes were excavated on the site of the above referenced property. Two of the test holes were located in the proposed road right of way to be evaluated for load bearing capability. These holes were excavated to a depth of approximately 5 feet. The other hole was located in the Proposed area of a storm drain facility and was excavated to a depth of 14 feet. This soil profile was also utilized in evaluation of the site for roadbed construction. Test hole R1-04 had a silty clay loam texture with an estimated 27 to 30 percent clay in the 11 to 23 inch zone of the profile. This layer was sampled for rcent R value testing and should represent the south half of the parcel. Test hole is located near the north boundary of the roesty �-04 with 35 to 40 percent clay. This layer was also sampled to rep rese ay loam soil Part of the property, p nt the north -" Samples were delivered to the Materials Testing & Inspection lab for Those sample results are displayed in the table below. The 200 P testing. values are included in the table. Copies of the MTI test results are attached. Test Pit Layer Texture/Est. Test Test 200 Psi — Number sampled Clay R.-value value range R1-04 11 to 23 siltyclay loam w/ 8 to 11 27 to 30% 10 R2-04 11 to 21 silty clay loam w/ 35 to 40% NA <5 Both test values are quite low and will likely require a full roadbed section constructed to provide suitable bearing strength, Test hole THl-04 alsoh be silty clay loam layer at 18 inches with an estimated 30 to 32 percent as a p clay which e/ Portico Place — Page g Z is very similar to the tested samples and helps support those values. A 200 PSI design value of no more than 10 should be utilized for the entire project. Test hole TH1-04 was placed to evaluate for storm drain suitability. No free water or evidence of wetness was observed in the pit to a depth of more than 14 feet. Three test holes measured on the property just east of Portico Place were dry to a depth of 15 feet for a entire 2003 irrigation season. Some 20 other test holes within '/2 mile of the site also remained dry to 15 feet. Based on that data and characteristics in this profile, I would not expect any free water above a depth of 15 feet on this property. Z Should you need me to forward this data to your project engineer, I can do so. If you have questions or need anything additional, please call me at 850-4926. HARLEY R. NOE Professional Soil Scientist _ Attachments Associated Ea h Sciences, Inc. Storm Drain Test Hole Description & Evaluation 0.3 1--vdivarion: 1 1/12/2004 Evaluated by: Harley Noe, Professional soil scientist Requested By: Ron Sargent, SAMA G, LLC Address: 4915 W. Camas City: Boise Phone: 371-61 10 Legal Desc: State: ID in east 1 /2 of SW 1 /4 of SW 1 /4 Section 29, Township North, Range 1 East, Boise Meridian83709 Ada County, Idaho General Desc: 1780 McMillan Road, just east of Locust Grove Road — LDepthLchesColor Texture Clay % Roots Mottles Est. Permeability (in/hr) Comments _ Hole Number & Location: TH 1-04 4611 0 to 9 10YR 3/3 silty clay loam common very fine, 27 to 30 fine & medium _ 9 to 21 7.5YR 4/4 silty clay loam none 0.2 to 0.6 very friable moist 30 to 32 few very fine & fine none 0.02 to 0.06 very hard dry, difficult to wet and 10YR 3/4 & thin lenses of texture _ 21 to 67 7/4 hardpan &loam soil few very fine &fine 15 to 18 to 48 inches 67 to 92 10YR 4/6 none 2 to 4 brittle &difficult to texture gravelly sandy loam 8 to 10 none none no cobbles, very dense in place, very — 92 to 156+ variegated extremely y gravelly y 2 to 3 friable moist sand <2 none none >20 loose in place, 20%cobbles General Notes: Slope 0 to 1 percent. Profile very close to R2-04. No free water or evidenc to bottom of pit. The 9 to 21 inch layer has very strong, thin platy structure that is difficult to wet and break do of wetness n. Associated Ear") Load Bearing Sample Tee p _ ole Description Sciences, Inc, & Evaluation Date Of Evaluation: 10/12/04 Requested Ron Sargent,SAMAG, LLC BY : Evaluated by: Harley Noe, Professional soil scientist Address: 4915 W. Camas City: Boise Phone: Legal Desc: State. ID 371-6110 in east 1 /2 of SW 1 /4 of S W 1 /4 Section 29, Township 4Zip: Range 1 East, Boise Meridian 83709 Ada County, Idaho General Desc: 1780 McMillan Road, just east of Locust Grove Road Depth Color (inches) (moist) Texture Clay% Moist & Wet ) Structure Moisture Coarse fragments, wetness Test Hole Number & Location: Consistence Content R 1-04 evidence &other 4609 0 to 11 10YR 3/3 silty clay loam very friable moist, 30 to 32 sticky & plastic wet weak granular moist — 11 to 23 7.5YR 4/4 silty clay loam brittle moist, slightly 27 to 30 sticky & nonplastic wet strong thin lat Difficult to break down and texture P y nearly dry SAMPLED FOR R-VALUE TESTING — 23 to 34 10YR 414 loam firm moist, nonsticky & 12 to 15 nonplastic wet massive breaks to fine angular blocky, dense in 10YR 4/4 dry place 34 to 69+ & 7/4 brittle thin hardpan layers brittle moist, nonsticky & nonplastic wet moderately cemented &highly massive dry fractured, can not be textured General Notes: 0 to 1 percent slopes histori. Mottles evident in the 1 1 to 33 inch layer are probabl cal over-irri ation and not due to groundwater. Y relic and due to -�Depth Color ches) (moist) Texture Clay % Moist &Wet Test Hole Number & Location: Consistence Structure Moisture Content Coarse fragments, wetness _ R2-04 evidence & other 4610 0 to 11 10YR 3/3 silty clay loam friable moist, sticky & 28 to 30 plastic wet weak granular 11 to 21 10YR 3/3 silty clay loam veryfirm moist, very ry sticky & very plastic strong prismatic moist 35 to 40 wet parting to blocky LAYER SAMPLED FOR R-VALUE very firm moist, very strong prismatic nearly dry TESTING 21 to 32 10YR 3/4 silty clay 45 to 50 sticky & very plastic parting to wet blocky nearly dry _ 32 to 63+ extremely gravelly variegated sand <2 loose structureless dry 20% cobbles 11 11 _ General Notes: 0 to I percent slopes. Mottles evident in the 1 1 to 33 inch laye�are rohistorical over-irri ation and nit due to rondwater. w«bIY relic and due to C MATERIAL TESTING & INSPECTION o Environmental Services o Geotechnical Ron Sargent Portico Place, LLC 4915 W. Camas Boise, ID 83709 IDAHO T-8 R-VALUE o Construction Materials T a ,S S PAGE # 1 OF 2 DATE: JUNE 1, 2007 C:ID000MENTS AND SETTINGSILANCE, WARN ICKILOCAL SETTINGSITEMPORARY INTERNET FILE S10LK28AIP0 RTIC0 R1 TEST RESULTS.DOC O SnP_l:inI InennnN...... Project: Portico Place Test Date: November 24, 2004 R-Value TEST REPORT As requested, MTI has performed an R-Value test on the sample delivered to us for Project. The test methods and procedures used were in accordance with the most current the above referenced versions of the Idaho T-8 standards. The following page is a summary of the results obtained by our laboratory. If you have any questions concerning this report (Document2), please call on us at _ (208) 376 4748. Respectfully submitted, _ MATERIALS TESTING & INSPECTION INC. Brandon Huff C.E.T. Laboratory Manager 7446 W. Lemhi St., ............. ID 83709 E-Mail mti@mti-id.com 208 376 4748 Fax 208 322-6515 W WW. mti-id. com [� MATERIALS _ TESTING & INSPECTION 0-4- PAGE # 2 OF 2 DATE: JUNE 1, 2007 C:I0000MENTS AND SETTINGSILANCE. WARN ICKILOCAL SETTING S (TEMPORARY INTERNET FILESIOLK2BAIPORTICO R1 TEST RESULTS.DOC s ruction Materials testing o Special Inspections Source and Descri tion: R1-04, 1 1-23" Clay Date Obtained: November 19, 2004 Sam le ID: 2912 Sam lin and Pre aration: ASTM D75: AASHTO T2: X AASHTO T87: X ASTM D421: Test Standard: ASTM D2844: AASHTO T190: Idaho T8: X Sam le A B D Densit lb/- t ) 101.0 C 0 Moisture Content %) 19.1 .92.2 Ex ansion Pressure (psi) 0.15 200 21.7 (psi) 166 Exudation Pressure 0.00 0.00 i 253 R-Value 11 9 137 9 R-Value @ 200 psi Exudation Pressure = 10 R-Value @ Exudation Pressure 12. n 11.1 10.0 c� 9.0 8.0 7.0 3 IDAHO T-8 R-VALUE o Con t LUU 150 100 Exudation Pressure (psi) 7446 W I.—,. c, , —ac IU OJ/Uy 208 376-4748 E-Mail mti@mti-id.com Fax 208 322-6515 WWW.mti-id.com C MATERIALS TESTING & INSPECTION o Environmental Services o Geotechnical Ron Sargent Portico Place, LLC 4915 W. Camas Boise, ID 83709 IDAHO T-8 R-VALME o Construction Materials 37 PAGE # 1 OF 2 DATE: JUNE 1, 2007 C:ID000MENTS AND SETTINGSILANCE. WARN ICKILOCAL SETTINGSITEMPORARY INTERNET FILESIOLK28A1PORTICO R2 TEST RESULTS.DOC o Special InsnertinnQ Project: Portico Place Test Date: November 24, 2004 R-Value TEST REPORT As requested, MTI has performed an R-Value test on the sample delivered to us for the above referenced Project. The test methods and procedures used were in accordance with the most current versions of the Idaho _ T-8 standards. The following page is a summary of the results obtained by our laboratory. Idaho If you have any questions concerning this report (Document2), please call on us at (208) 376-4748. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Brandon Huff C.E.T. Laboratory Manager W. Lemhi St., Boise ID 83709 E-Mail mti@mti-id.com 208 376-4748 Fax 208 322-6515 WWW.mti-id.com 0 MATERIALS TESTING & INSPECTION IDAHO T-8 R-VALUE 0 95, PAGE # 2 OF 2 DATE: JUNE 1, 2007 C:ID000MENTS AND SETTINGSILANCE. WARN ICKILOCAL SETTING SITEMPORA RY INTERNET FILES10LK2BAIPORTICO o Environmental Services R2 TEST RESULTS.DOC o Geotechnical Engineering o Construction Materials Testin 9 o Special Inspections i Sam le A"—NA D Densit lb/ft NA Moisture Content 0 NA Ex ansion Pressure si NA Exudation Pressure si NA R-Value NA ** ASTM D2844 Note 2: Ocassionally, material from very plastic clay -test specimens will extrude from under the mold and around the follower ram during the loading operation. If this occurs when the 800-psi point is reached and fewer than five lights are lighted the soil should be reported as less than 5 R-value. , R-Value @ 200 psi Exudation Pressure = Less than 5** IR-Value a@ Exudation Pressure — 8.( 6.0 4.0 — 2.0 _ I 0.0 3 200 150 100 Exudation Pressure (psi) 7446 W, Lem III .....St., Boise ID 83709 E-Mailmti@mti-id.com 208 376-4748 Fax 208 322-6515 www.mti-id.com BOISE VAULT INC. DRAWING SG-4 1000 GALLON DOUBLE PARTITION SAND & GREASE TRAP IS-25 TRAFFIC LOADING 102" 24" cast iron in & cover or grate as 000000 00 000000aD 000000 00000000 000000130 MET 00000000 00000000 aa00000a cocoa can 54" OUTLET OOOOaO o01300 0000oa 00000 TOP VIEW INLET Inlet height & size varies SIRE VIEW NOT TO SCALE 24" rAef imw - --- --- MDG 12-96 OUTLET Outlet height & size varies