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HomeMy WebLinkAboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST Project Name: Canterbury Commons Subdivision File No. FP 07-032 Contact Name: Ryan Carnie Phone: 342-7168 Date Received from Planning and Zoning Department: September 20, 2007 Planning and Zoning Level: Hearing Date: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: _ ❑ Planning and Zoning Commission Recommendation Notes: City Council Level: x❑ Transmittals to agencies and others: X❑ Notice to newspaper with publish dates: and ❑ Approve ❑ Deny Hearing Date: October 2, 2007 September 20, 2007 N/A and N/A ❑ Certifieds to property owners: ❑ City Council Action: Approve ❑ Findings / Conclusions / Order received rom attorney on: ❑ Deny Findings / Conclusions Order: Re,°Mlarrs Approved by Council: Original Res/Copy Cert. Minuta�ook . zpyRes/CopyCarl CINCIe City Engineer City Planner Co ies Disbursed: p _ 21' 0ng orney SteZcec,R. Protect File ❑ ndings Recorded Deputy Clark °opyRes/aginalce^ Ada County (CPAs) velopment Agreement. Applicant (non -CPAs) R°cordetl Or6nan n Original MlnuteDook Sent for signatures: ❑ Copies to' Otyclerk lma ATee Coro State Tr—rer, Aubtor. A r Signed by all parties: ❑ Swrling — °l"AM^°Meym°y City Engineer ❑ Approved by Council: P, Planner lzjactma tif.Applicant (it appl) Recorde ❑ Deputy Olerk F'^'^°"°"°rs' O Min 11,,k ElCopies Copies D bur ed: cpi: ro. P,pPliCant Pr°;e `nle CIN Engineer CIN Planner Ordinance No. Reso ion No. Ci N Ammey Deputy Clerk ❑ Approve by C uncil: " Rxord V-0- Findln°s •• RK°rd,d Oripinal.F-prod File ❑ Recorded Deadli e: 10 d ys ginalF""`"`"°r.""`"a: Oop,es jaclDplicanl �NE,;,near ❑ Published i newspa City Planner CiNArtomey Deputy Clerk ❑ Copies Disbursed: Notes: WCITY OF cndxGi"n TRANSMITTALS TO AGENCIES FOR COMMENTS ON IDAHO DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN tiF c eRO% TREASURFV"1� To insure that your comments and recommendations will be considered by IMIE the Meridian City Council please submit your MAYOR I comments and recommendations to Meridian City Hall 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 Attn: Will Berg, City Clerk, by: September 25, 2007 Transmittal Date: September 20, 2007 File No.: FP 07-032 Hearing Date: October 2, 2007 Request: Final Plat approval for 192 multi -family units on 48 building lots and 1 common lot on 13.99 acres in an R-15 zone for Canterbury Commons Subdivision By: Canterbury Commons, LLC Location of Property or Project: south of W. Pine Avenue and east of N. Ten Mile Road 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/SHP 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, SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Bureau of Reclamation (FP/PP/SHP 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 � a711 _AlTRANSMITTALS TO AGENCIES FOR COMMENTS ON lnnrlo DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN tiT c��reR %h TREASURE V 1"-1' / SINCE To insure that your comments and recommendations will be considered by J '19°3 the Meridian City Council please submit your MAYOR I Tammy de Weerd 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: September 25, 2007 Transmittal Date: September 20, 2007 File No.: FP 07-032 Hearing Date: October 2, 2007 Request: Final Plat approval for 192 multi -family units on 48 building lots and 1 common lot on 13.99 acres in an R-15 zone for Canterbury Commons Subdivision By: Canterbury Commons, LLC Location of Property or Project: south of W. Pine Avenue and east of N. Ten Mile Road 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/SHP only) Ada County Highway District T-Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP, SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Bureau of Reclamation (FP/PP/SHP 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, 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 U Planning Department COMMISSION & 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 ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Information Applicant name: �-y/,► GA4-N C Phone: �HZ - 16 g Applicant address: Zdl N , iMWL ci 6;,evV r0,b -,i- 100 Zip: iYiOLI Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned 10 Other (= %WCM Owner name:CMJTEMtt44q (&d2MC*,5 . LV_ - Tlaowt*S t3CVA .1 Phone: 32-5- ItTl Owner address: 11Z02- A), MIWC L i 1: ¢f j AVe Zip: 8310L/ Agent name (e.g., architect, engineer, developer, representative): PArN CAA-N 1 t: Firm name: LUC 1tSA FrJb 1 N L-rK4 Nh Phone: 392 - Address: _ 2v 1 NOR4i+ YN rMC E h,&w- Kb g IOU Zip: 0 70 y Primary contact is: o1A Applicant ❑ Owner ❑ Agent ❑ Other Contact name: C44,C.n/ Its Phone: 3YZ - 31'6 $ E-mail: "A+Q (C LoLl 5A i pA440. 6OW Fax: 34Z - 30 T 9 Subject Property Information S Location/street address: _PING ►ill; - 1NliST U'F 7-M M1 t lCoAID Assessor's parcel number(s): 51L113ZSy99 51t113LSy3 Z0 S1111 1 � �—�--53W, Slttl3iyglo Township, range, section: 3►s) , 1 W ; St�T►mi 11 Total acreage: 1�-97 Current land use: 51QJ U• PAW -fj--S_ r Current zoning district: I?- `IS 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 . Facsimile: (208) 888-6854 • Website: www.me27diancir. orc 1 0:7-c Project Description Project/subdivision name: CANTtYtN49M & W U'J5 General description of proposed project/request: let3i��1"tlac Sat�OtytSlu+J Mow of SiNErL� Et" "tY 7V#-N ftWCS i- 6Wb0M1NtKWtr5 Proposed zoning district(s): (? -15 Acres of each zone proposed: 13 A/i Type of use proposed (check all that apply): 0 Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Ct-kC tbIA_S Who will own & maintain the pressurized irrigation system in this development? MAWA - 01tV401ft?J ZM. DtS ,, Which irrigation district does this property lie within? NAW 19A - IMp¢a p 1A- J ;K. Do T- Primary irrigation source: 0 h N-r NM► LG Grr+.i P<t- Secondary: NIA Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: 1 2- Number of building lots: _ q9 Number of common and/or other lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: 22or more Bedrooms: J9 2 Minimum square footage of structure(s) (excl. garage): — Minimum property size (s.f): / 3 7 Gross density (DU/acre-,oral land): 13,—+ y Percentage of open space provided: 55. t $ 7e Percentage of useable open space: L (o %d (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 6?YWtti+LV_'1J Type of dwelling(s) proposed: ❑ Single-family ;g Townhomes []Duplexes WMulti-family Proposed building height: 24.5to ' AWN) 29,2I I Average property size (s.f.):. 1109, Non-residential Project Summary (if applicable) Nu of building lots: Gross floor are osed: Hours of operation (days a urs): Percentage of site/project devoted to t lowing: Landscaping: But Total number of employees: axis Number and ages of students/ ' ren (if applicable): Total number Authorization Print applicant name: Applicant signature: _ Net density (DU/acre-excluding roads &alleys): 1$� 1 Acreage of open space: Z .N y Other lots: Existing (if applicable): _ Building Paving: at any one time: spaces provided: Number of compact spaces Phone: (208) 8 Seating capacity: Date: TJ30/O-h ver Lane, Suite 202 Meridian, Idaho 83642 Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 �.s 1 LOCHSA ENGINEERING OF IDAHO August 23, 2007 AA RILEY MAHAFFEY, P.E. LEE HARRISON, S.E. City of Meridian City Planning Department 660 E Watertower, Suite 202 Meridian, Id 83642 Subject: Canterbury Commons — Final Plat Submittal The following narrative is respectfully submitted as a description of the proposed Canterbury Commons subdivision. This project complies with the Findings of Fact and Conditions of Approval approved on October 3, 2006 for case numbers: AZ-05-013, PP-06-011, CUP-06-006, and PS-06-005. The project covers 13.99 acres located on the south side of West Pine Avenue between North Gray Cloud Way and North Ocean Avenue. The project covers parcels S1211325710, S1211325610, S1211325499, S1211325420, S1211315300, and S 1311314810. Currently, there are three single-family homes and associated outbuildings on this site. All existing building will be removed as part of this development. The site is located in the City of Meridian, Ada County and is zoned R-15. The technical and planning aspects of this proposed development are described in greater detail below. AZ-05-013 COMPLIANCE The City of Meridian Future Land Use Map adopted on August 6, 2002 was used to verify the proposed residential designation as being in compliance with the Meridian Comprehensive Plan. This map indicates that the future land use for this property is Medium Density Residential. Per the Comp Plan Amendment, Resolution No. 04-454, Medium High Density Residential is defined as follows: ' Medium High Density Residential: areas are locations recommended primarily for relatively dense multi -family housing types, such as row houses, townhouses, condominiums and apartment buildings and complexes. Medium High Density Residential areas should include a mix of housing types that achieve an overall average density target of 12 dwelling units per gross acre. The development is in conformance will the R-15 zoning standards with regards to property size, setbacks, density, and fences. PP-06-011 COMPLIANCE The final design of the project was done in conformance with the approved preliminary plat and meets all requirements or conditions thereof. Minor changes have been made on the final plat. These changes include street renaming and removing one condominium building. Building #39 on the preliminary plat will be replaced with a 3-unit townhouse. The public street previously known as N Sherwood Avenue will be known as N Amuma Avenue. The private street previously known as North Lyndhurst Lane will now be known as N Clara Lane. CUP-06-006 COMPLIANCE This project is in conformance with the conditions listed the Facts of Finding and Conditions of Approval, which include landscaping, multi -family standards, private usable open LOCHSA ENGINEERING OF IDAHO 1311 W. Jefferson Street, Boise, ID • Phone (208) 342-7168 • Fax (208) 342-3079 Boise • Las Vegas 2 of 2 space, parking, amenities, elevations, internal pedestrian paths, Eight Mile Lateral and Ten Mile Drain, existing residences and buildings, multi -family setbacks, refuse areas, Pine Avenue street buffer, open space, fencing, pressure irrigation, private streets, and site layout/density. There are a total of 192 residential condominiums and a net lot density of 18.9. These 192 units are divided into 48 buildings, 4 units per building. The smallest unit is 937 square feet; the average unit is 1,109 square feet. The total area of open space is approximately 2.44 acres. This open space is 55.18% of the project area. 100% of the open space is usable as defined in Title 11, Chapter 3, Article G of the Unified Development Code. PS-06-005 COMPLIANCE This site has been designed to comply all requirements for the private streets. All private streets have been designed to allow a minimum 24 foot wide drive surface. Access to this subdivision is limited to the two access points on West Pine Avenue. Direct lot access to West Pine Avenue is prohibited. ENGINEERING / UTILITY / DRAINAGE Public utilities in West Pine Avenue will provide connections for both sanitary sewer and domestic water service to the Canterbury Commons Subdivision. Sanitary sewer service shall be obtained by connecting a gravity line to an existing manhole. This sewer main gravity flows to a pump station at the intersection of Ten Mile Road and West Pine Avenue. A twelve inch domestic water main located West Pine Avenue shall be utilized for both fire hydrant service and domestic water service. These facilities shall be public facilities within the proposed subdivision. Pressurized irrigation shall connect to an existing Nampa Meridian Irrigation District pressurized pipe located in the Lyndhurst Grove and Kelsee Park subdivisions. This facility will provide landscape irrigation for the individual lots, open space, and the proposed landscape buffers adjacent to West Pine Avenue. Storm runoff from these lots will be retained on site or discharged at historic rate to the Ten Mile stub drain. Runoff from N Clara Lane and W. Synder Lane will be captured in sand and grease traps and then discharged into the Ten Mile stub drain. Runoff from N Amuma Avenue will be captured in catch basins and discharged to the proposed retention pond. All other runoff will be captured and discharged through subsurface seepage beds. Runoff from each lot will be retained in subsurface infiltration beds All street finish centerline elevations are set above the minimum of three feet above the highest established normal groundwater elevation. If you have any comments or q LOCHSA ENGINEERING Ryan Carnie, P.E. Associate Civil Engineer ons, please let me know. 154 OF IOP tp SCOT CPS` ?)/�cl�� LOCHSA ENGINEERING OF IDAHO 1311 W. 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Location: South of W. Pine Avenue and East of N. Ten Mile Road in the N '/2 of SW '/4 of T. 3N., R. 1 W., Section 11. RECEIVED SEP 2 0 2007 City Of Meridian City Clerk Office Page 1 of 1 u M Jennifer Veatch From: John Boyd Sent: Thursday, September 13, 2007 6:46 AM To: Jennifer Veatch Cc: Bruce Freckleton Subject: Canturbury Commons Sub Jenny, I received the plats and the drainage calculations late yesterday. The plans are now acceptable for review. John ---------------------------------------------------------- JOHN BOYD Development Analyst II =- - Meridian Public Works Department 660 E. Watertower Lane, Suite 200 Meridian, Idaho 83642 Ph: (208) 898-5500 Fax: (208) 898-9551 E-Mail: boydj@meridiancity org Website: www.meridiancityorg ---------------------------------------------------------- 9/13/2007 Page 1 of 1 Jennifer Veatch From: Ryan Larsen [RLarsen@lochsaidaho.com] Sent: Monday, August 27, 2007 11:55 AM To: Jennifer Veatch Subject: RE: Canterbury Commons Landscape Area Jenny, Following up from our submittal for Canterbury Commons from Friday, August 24: 1) 4 signed copies of the signature sheet from the Final Plat will be delivered to your office today. 2) The total landscape are is 285,000 sf or 6.54 acres. I think that this along with the email for Aaron Harrigfeld (CSHQA) on Friday should complete the submittal. Please contact me if you have any question. Thank you. RYAN LARSEN, E.I.T. LOCHSA ENGINEERING OF IDAHO, PLLC p. h. (208) 342-7168 U. (208) 342-3079 . rlarsen.@loch said aho.com 8/27/2007 CANTERBURY COMMONS SUBDIVISION PHASE 1 LEGAL DESCRIPTION The following describes a parcel of real property being a portion of the Southwest Quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho. Being more particularly described as follows: Commencing at a found brass monument representing the Center Quarter Corner of said Section 11, thence along the east -west centerline of said Section 11, said line also being the centerline of West Pine Avenue; North 89' 10' 45" West a distance of 988.92 feet to a point on the section line, said point being the POINT OF BEGINNING. Thence, leaving said right of way line, South 00'49' 15" West, a distance of 35.00 feet; Thence South 450 21' 13" West, a distance of 21.08 feet; Thence South 000 00'00" West, a distance 55.82 feet to a point on a 22.00 foot radius curve concave Northeasterly through which a radial line bears North 90°00'00" West; thence Southeasterly along the arc of said curve through a central angle of 90°00'00" an arc length of 34.56 feet; Thence South 90°00'00" East, a distance of 80.34 feet; Thence South 00°00'00" West, a distance of 46.00 feet; Thence North 90°00 00" West, a distance of 80.34 feet to a point on a 68.00 foot radius curve concave Northeasterly through which a radial line bears South 00°00'00" West; thence Northwesterly along the arc of said curve through a central angle of 06°19'56" an arc length of 7.52 feet; Thence South 00°00'00" West, a distance of 54.61 feet; Thence South 45°00'00" East, a distance of 25.18 feet; Thence South 90°00'00" East, a distance of 93.92 feet; Thence South 00°00'00" West, a distance of 522.04 feet to a point on a 68.00 foot radius curve concave Northeasterly through which a radial line bears North 90000'00" West; thence Southeasterly along the arc of said curve through a central angle of 60°03'48" an arc length of 71.28 feet; Thence South 31'12'35" West, a distance of 21.41 feet; Thence South 00°00'00" West, a distance of 78.65 feet; Thence North 88027'40" West, a distance of 320.51 feet; Thence North 02056' 15" East, a distance of 47.88 feet; Thence North 20045'45" West, a distance of 98.82 feet; Thence North 41 ° 18'45" West, a distance of 515.84 feet; Thence North 59026'45" West, a distance of 645.83 feet; Thence North 00052' 15" East, a distance of 74.93 feet to a point on the center line of West Pine Avenue; Thence South 89010'45" East along the centerline line of West Pine Avenue a distance of 1114.98 feet to the POINT OF BEGINNING. u u The above described tract of land contains 13.98 acres more or less, subject to all existing easements and rights -of way. "a INSTRUMENT FILED FOR RECORD BY STEWART I= COMPANY AS AN ACCOMMODATION ONLY IT Me NOT BEEN EXAMINED AS TO ITS AFFECT UPON THEIR L & a � L___�M 7- V 4 at title of bolse ALG o M mo DA-1-1 ON— LX-- ADA COUNTY RECORDER J. DAVID NAVARRO Ar 6.00 2 BOISE IDAHO 05/19/06 04:29 PM DEPUTY ViM RECORDED CREQIUESTOF Stewart Title Company 106079688 QUITCLAIM DEED THIS INDENTURE, made this IS"" day of M117 2006 , between JOSEPH S. RISI, TRUSTEE OF THE J.S. REVOCABLE FAMILY TRUST, as GRANTOR(S) and RISI FAMILY LIMITED PARTNERSHIP, GRANTEE(S) whose current address is 27 W. Anapamu #350, Santa Barbara, CA 93101. WITNESS, that said Grantor(s), for an in consideration in lawful money of the United States of America, in hand paid by the Grantee, the receipt whereof is hereby acknowledged, does by these premises remise, release and forever QUITCLAIM, unto the said Grantee(s) and to its heirs and assigns all that certain lot, piece or parcel of land, bounded and particularly described as follows, to wit: See "Exhibit A" attached hereto Parcel Number: S1211325610 AND S1211325710 TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof. TO HAVE AND TO HOLD, All and singular the said premises, together with the appurtenances, unto the Grantee and to its heirs and assigns forever. IN WITNESS WHEREOF, the grantor(s) has executed this deed on the dat t�forth above. Jo S. Ris', stee STATE OF California ) ss- COUNTY OF On this day of 7a 06j , before me, the undersigned, a Notary Public, in and for said State, persdvfally appeared Joseph S. Risi, Trustee known to me, and or identified to me on the basis of satisfactory evidence, to be the person* whose name is4=IbV subscribed to the within instrument and acknowledged to me that he/t11MNM" executed the same. AD OFFICIAL SEAL. tVlArr CORDON COMMLss,on # 1522306 Notary PU011C - comOfnla Sofa Barbara County Mvcw n.EXpiMSOcf28,2008r�- 93��pires: /o/z9 8 Stewart Title of Boise, Inc. File Number: 5035435 Quit Claim Deed (Individual) Page 1 of 2 60 U Exhibit A LEGAL DESCRIPTION Order No.: 305035435 Parcel I A tract of land in the Southwest quarter of Section 11, Township 3 North, Range I West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a point on the mid -section line which bears East 777.04 feet from the quarter -section comer common to Sections 10 and 11, Township 3 North, Range 1 West, Boise Meridian; thence East along the mid -section line 155.70 feet to a point; thence South 324.31 feet to a point on the centerline of a certain drain ditch; thence North 60e 16' West along said centerline, 179.31 feet to a point; thence North 235.38 feet to the Point of Beginning. Except Ditch and Road Rights -of -way. Parcel II: A tract of land in the Southwest quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a point on the mid -section line which bears East 496.19 feet from the quarter -section comer common to Sections 10 and 11, Township 3 North, Range 1 West, Boise Meridian; thence East along the mid -section line, 280.85 feet to a point; thence South, 235.38 feet to a point on the centerline of a certain drain ditch; thence North 60' 16' West along said centerline, 323.51 feet to a point; thence North 0°03' East, 74.93 feet to the Point of Beginning. Except Ditch and Road Rights -of -way. Stewart Title of Boise, Inca File Number: 5035435 Quit Claim Deed (Individual) Page 2 of 2 WS INSTRUMENT FILED FOR RECORD BY STEWART TITLE COMPANY AS AN ACCOMMODATION ONLY. IT MRS NOT BEEN EXAMINED AS TO ITS AFFECT; UPON THE TITLE. --title of boise ,ACcomrmym6w-tX ADA COUNTY RECORDER J. DAVID NAVARRO AP 6.00 2 BOISE IDAHO 05119/06 04:29 PM DEPUTY RECORDEVi D C REQIUEST OF II I I I II III III II IIII II I IIII II II IIII III Slewari Tille Company 106079689 QUITCLAIM DEED THIS INDENTURE, made this /S day of Al 2006, between JOSEPH S. RISI, TRUSTEE OF THE J.S. REVOCABLE FAMILY TRUST, as GRANTOR(S) and RISI FAMILY LIMITED PARTNERSHIP, GRANTEE(S) whose current address is 27 W. Anapamu #350, Santa Barbara, CA 93101. WITNESS, that said Grantor(s), for an in consideration in lawful money of the United States of America, in hand paid by the Grantee, the receipt whereof is hereby acknowledged, does by these premises remise, release and forever QUITCLAIM, unto the said Grantee(s) and to its heirs and assigns all that certain lot, piece or parcel of land, bounded and particularly described as follows, to wit: See "Exhibit A" attached hereto Parcel Number: S 1211325420 R-M S1211325499 TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof. TO HAVE AND TO HOLD, All and singular the said premises, together with the appurtenances, unto the Grantee and to its heirs and assigns forever. IN WITNESS WHEREOF, the grantor(s) has executed this deed on the date set forth above. 1711 os S. jzsilTrustee STATE OF California ) ss. COUNTY OF On this /S day of 'ZOO(o before me, the undersigned, a Notary Public, in and for said State, per ovally appeared Joseph S. Risi known to me, and or identified to me on the basis of satisfactory evidence, to be the person(m) whose name ism subscribed to the within instrument and acknowledged to me that hefiiCr' executed the same. WITNESS MY OFFICIAL SEAL. MAITcoa�ON _ Commission M 1522306 -� NoWy Public - CoNomlo i Santa Barbara County tary li : VCCamm.ExplewOct28,2tp8r Cwr o.A // e ' mg at: 2 { S an a C4 93 J ° / My commission expires: to/ ZS 00— Stewart Title of Boise, Inc. File Number: 5035430 Quit Claim Deed (Individual) Page 1 0£2 Exhibit A LEGAL DESCRIPTION Order No.: 305035430 Parcel I: A parcel of land in the Southwest quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho more particularly described as follows: Beginning at a point on the midsection line which bears East 932.74 feet from the quarter section corner common to Sections 10 and 11, Township 3 North, Range 1 West, Boise Meridian, thence East along the midsection line of Section 1 1, 125.00 feet to a point; thence South 396.14 feet to a point on the center line of a certain drain ditch; thence North 42°08' West along the center line of said ditch, 1.21 feet to a point; thence North 60' 16' West along said center line, 143.02 feet to a point; thence North 324.31 feet to the Point of Beginning. Parcel II: A parcel of land lying in the Northwest quarter of the Southwest Quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more Particularly described as follows: Beginning at the Northwest corner of the said Southwest quarter of Section 11; thence North 90°00'00" East 1,057.74 feet along the Northerly boundary of the said Southwest Quarter of Section 11 to a point, also said point being the Real Point of Beginning; thence Continuing North 90°00'00" East 176.47 feet along the said Northerly boundary of the Southwest Quarter of Section 11 to a point; thence South 0°00'00" West 591.22 feet to a point on the center line of a certain drain ditch; thence North 42°08'00" West 263.05 feet along the said center line of a certain drain ditch to a point; Thence North 0°00'00" East 396.14 feet to the Point of Beginning. Stewart Title of Boise, Inc. File Number: 5035430 Quit Claim Deed (Individual) Page 2 of 2 title of boise ST-5035425-LF/JW ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 BOISE IDAHO 10128/05 04:38 PM DEPUTY Neaua Haney l RECORDED -REQUEST OF III IIIIIIIIIIIIIII I'll III II Stewart Title Company 105163092 WARRANTY DEED For Value Received RONALD LEE LARSEN and JUDITH L. LARSEN, Husband and Wife, the Grantor, hereby grants, bargains, sells, conveys and warrants unto RISI FAMILY LIMITED PARTNERSHIP, the grantee, whose current address is 27 W. Anapamu Street #350, Santa Barbara, CA 93101 the following described premises, to wit: See "Exhibit A" attached hereto Parcel Number: S 1211315300 SUBJECT TO: Current General Taxes, a lien in the process of assessments, not yet due or payable. Easements, restrictions, reservations, provisions of record, and assessments, if any. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, their heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that it is the owner in fee simple of said premises, that said premises are free from all encumbrances and that he will warrant and defend the same from all lawful claims whatsoever. Dated this 25th day of October, 2005. Cz ,f, �1..14:� onald L. Larsen Judith L. Larsen —" STATE OF Idaho ) COUNTY OF Ada )SS. ) On this 28th day of October, 2005, before me, the undersigned, a Notary Public, in and for said State, personally appeared Ronald Lee Larsen and Judith L. Larsen known to me, and/or identified to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/ subscribed to the within instrument and acknowledged to me that he/she/they executed the same. AND�QFICIA�LSEL. •o �p fl.L b '•. �� •••...... �S Notary u tic: ••` a Residing at: ? o • • ^B n d My commission expires February , 2007 % 'f •• A W4 .•' an': Stewart Title of Boise, Inc. File Number: 5035425 Warranty Deed Page 1 of 3 EXHIBIT "A" A tract of land in the Southwest Quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian Ada County, Idaho, more particularly described as follows: Beginning at a point on the mid -section line of said Section 11 which bears West 3227.62 feet from the quarter -section corner common to Sections 11 and 12, Township 3 North, Range 1 West, Boise Meridian, and also bears East 2072.64 feet from the quarter -section corner common to Sections 10 and 11, Township 3 North, Range 1 West, Boise Meridian; thence South 0'17' East 925.83 feet to a steel pin on the Northerly right-of-way line of the Union Pacific Railroad; thence North 89°16'30" West along said right-of-way line, 627.30 feet to a steel pin; thence North 2007' East 48.24 feet to a point on the centerline of a certain drain ditch; thence North 21035' West along said centerline, 98.82 feet to a point; thence North 42008' West along said centerline 515.84 feet to a point; thence North 60° 16' West along said centerline, 645.84 feet to a point; thence North 0°03' East 74.93 feet to a point on the mid -section line of said Section 11; thence East along the mid -section line 1564.04 feet to the Point of Beginning. Excepting Therefrom: A parcel of land lying in the Northeast Quarter of the Southwest Quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho and being more particularly described as follows: Beginning at the Northwest corner of the said Southwest Quarter of said Section 11; thence North 90°00'00" East 1,472.21 feet along the Northerly boundary of the said Southwest Quarter Of Section 11 to a point, also said point being The Real Point of Beginning; thence continuing North 90000'00" East 130.00 feet along the said Northerly boundary of the Southwest Quarter of Section 11 to a point; thence South 00°00'00" West 335.08 feet to a point; thence South 90°00'00" West 130.00 feet along a line 335.08 feet Southerly of and parallel to the said Northerly boundary of the Southwest Quarter of said Section 11 to a point; thence North 00000'00" East 335.08 feet to The Point of Beginning. Also Excepting Therefrom: A tract of land in the Southwest quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a point on the mid -section line which bears East 777.04 feet from the quarter -section corner common to Section 10 and 11, Township 3 North Range 1 West, Boise Meridian; thence East along the mid -section line 155.70 feet to a point; thence South 324.31 feet to a point on the centerline of a certain drain ditch; thence North 60' 16' West along said centerline, 179.31 feet to a point; thence North 235.38 feet to the Point of Beginning. And Also Excepting Therefrom: A tract of land in the Southwest quarter of Section 11, Township 3 North, Range 1 West Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a point on the mid -section line which bears East 496.19 feet from the quarter -section comer common to Sections 10 and 11, Township 3 North, Range 1 West, Boise Meridian; thence Stewart Title of Boise, Inc. File Number: 5035425 Warranty Deed Page 2 of 3 '\ J East along the mid -section line, 280.85 feet to a point; thence South, 235.38 feet to a point on the centerline of a certain drain ditch; thence North 60' 16' West along said centerline 323.51 feet to a point; thence North 0'03' East, 74.93 feet to the Point of Beginning. And Also Excepting Therefrom: A parcel of land in the Southwest quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho more particularly described as follows: Beginning at a point on the midsection line which bears East 932.74 feet from the quarter section corner common to Sections 10 and 11, Township 3 North, Range 1 West,. Boise Meridian, thence East along the midsection line of Section 11, 125.00 feet to a point; thence South 396.14 feet to a point on the centerline of a certain drain ditch; thence North 42°08' West along the center line of said ditch, 1.21 feet to a point; thence North 60°16' West along said centerline, 143.02 feet to a point; thence North 324.31 feet to the Point of Beginning. And Also Excepting Therefrom: A parcel of land lying in the Northwest quarter of the Southwest Quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more Particularly described as follows: Beginning at the Northwest comer of the said Southwest quarter of Section 11; thence North 90000'00" East 1,057.74 feet along the Northerly boundary of the said Southwest Quarter of Section 11 to a point, also said point being the Real Point of Beginning; thence Continuing North 90000'00" East 176.47 feet along the said Northerly boundary of the Southwest Quarter of Section 11 to a point; thence South 0°00'00" West 591.22 feet to a point on the center line of a certain drain ditch; thence North 42°08'00" West 263.05 feet along the said center line of a certain drain ditch to a point; Thence North 0°00'00" East 396.14 feet to the Point of Beginning. Stewart Title of Boise, Inc. File Number: 5035425 Warranty peed Page 3 of 3 *e WS WSTRUMEIJT FILED fW REOOFiD BY ST MART T= C mPANY A> AN 1000AMODATM ORLY. IT It1S NOT BEEN EXAMINED AS To M AFFECT: UPON THE TITLE title of boise ADA COUNTY RECORDER J. DAVID NAVARRO At 6.00 2 ..i BOISE IDAHO 06/19/06 04:29 PM a. DEPUTY VlGW Allen RECORDED -REOUEST OF III IIIIIIIIIIIIIIIIIIIIIIIIIillll I III Stewart Title Company 106079687 QUITCLAIM DEED THIS INDENTURE, made this day of ap6 between JOSEPH S. RISI, TRUSTEE OF THE J.S. RISI REVOCABLE FAMILY TRUST, as GRANTOR(S) and RISI FAMILY LIMITED PARTNERSHIP, GRANTEE(S) whose current address is 27 W. Anapamu Street #350. Santa Barbara CA 93101 WITNESS, that said Grantor(s), for an in consideration in lawful money of the United States of America, in hand paid by the Grantee, the receipt whereof is hereby acknowledged, does by these premises remise, release and forever QUITCLAIM, unto the said Grantee(s) and to its heirs and assigns all that certain lot, piece or parcel of land, bounded and particularly described as follows, to wit: See `Exhibit A" attached hereto Parcel Number: S 1211314810 TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof. TO HAVE AND TO HOLD, All and singular the said premises, together with the appurtenances, unto the Grantee and to its heirs and assigns forever. IN WITNESS WHEREOF, the grantor(s) has executed this deed on the date set fo ove. Josep .Risi, Tru STATE OF California ) ) ss. COUNTY OF Sands. $c.r6'r--, ) On this 15fLy of 4 7gfl6 ,before me, the undersigned, a Notary Public, in and for said State, pers ily appeared Joseph S. Risi known to me, and or identified to me on the basis of satisfactory evidence, to be the person(f* whose name ism subscribed to the within instrument and acknowledged to me that he/ile>il" executed the same. WITNESS MY HAND KeSfUing at: ItZs-r� My commission expires: Stewart Tide or Boise, Inc. File Number: 5036730 Quit Claim Deed (Individual) Page 1 or2 SEAL. MATT GORDON COmmla M #t 1522306 -� Notary Public - CcMfomlo Santa Barbera C-* f .a4 1r4 $ar5-rq,, C+ 93101 `.i Exhibit A LEGAL DESCRIPTION Order No.: 305036730 A parcel of land lying in the Northeast Quarter of the Southwest Quarter of Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho and being more particularly described as follows: Beginning at the Northwest corner of the said Southwest Quarter of said Section 11; thence North 90100'00" East 1,472.21 feet along the Northerly boundary of the said Southwest Quarter Of Section 11 to a point, also said point being The Real Point of Beginning; thence continuing North 90°00'00" East 130.00 feet along the said Northerly boundary of the Southwest Quarter Of Section 11 to a point; thence South 00000'00" West 335.08 feet to a point; thence South 90°00'00" West 130.00 feet along a line 335.08 feet Southerly of and parallel to the Said Northerly boundary of the Southwest Quarter of said Section 11 to a point; thence North 00000'00" East 335.08 feet to The Point of Beginning. Stewart Title of Boise, Inc. File Number: 5036730 Quit Claim Deed (Individual) Page 2 of 2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) &Vik+� 1 C'A,&tent4ule y C43n�� �-- L, C 2o2 /J , A,-AAc u 1ci2 A w - (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: ��4 '��r= �kN4 _ Zc� N .MAn (name) (address) &te0`16e_ to submit the accompanying application(s) pertaining to that property. 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. 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). 7 Dated this _day of 20 G-;'- (Signature) SUBSCRIBED AND SWORN to before me the day and year firstwove written. SARAH L. SHANK (Notary blic for Idaho)) NOTARY PUBLIC Residing at: �eY� STATE OF IDAHO My Commission Expires: �A;' d2 umm ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: CANTERBURY COMMONS SUB AGENCY and AGENCY FILE NO: Meridian: PP 06-011 SECTION/ TOWNSHIP/ RANGE: 11 3N 1W DEVELOPER: LOCHSA ENGINEERING OF IDAHO, M. 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: N. CLARA AVE-, N. HAVEN COVE PL N. OCEAN AVE W. PINE AVE , THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: N. AMUMA AVE ' N. CLARA LN -' * N. GLENN OAKS AVE N. HAVEN COVE LN W. JAYTON DR - - W. JAYTON LN W. SNYDER LN - - W. SNYDER ST/. k I F. 111i 11 0; 11-i, I 1 1 11TM 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: cY- 1'7- 0 7 Jim Farrens Representativ Representative Representative t f !-77i Representative LOCHSA ENGINEERING + OF IDAHO RILEY MAHAFFEY, P.E. LEE HARRISON, S.E. DRAINAGE CALCULATIONS FOR CANTERBURY COMMONS MERIDIAN, ID LOCHSA ENGINEERING OF IDAHO JOB NO. 071014.00 July 3, 2007 STRUCTURAL & CIVIL ENGINEERING 131 1 W. JEFFERSON • BOISE, ID - PHONE (208) 342-7168 - FAX (208) 342-3079 EXISTING CONDITIONS The project site is partially developed land located south of W. Pine Avenue, west of N. Ocean Avenue, and east of N. Gray Cloud Way in Meridian, Ada County, Idaho. This report represents engineering support calculations for site development plans for Canterbury Commons. The project site consists of approximately 20.5 acres of total land. The adjacent land to the east is Morning Glory Subdivision, to the north are Haven Cove Subdivision No. 09, Kelsee Park, Lyndhurst Grove, and the future Sommersby No. 02, and to the west is Courtyards at Ten Mile and Central Valley Baptist Church. A portion of the Eight Mile Lateral passes through the property in the northeast corner. The Ten Mile stub drain runs parallel to the property on the west side. The project site slopes from northeast to southwest at an average of 2%. All storm water sheet flows to the Ten Mile stub drain. The project site covers parcel numbers S 1211325710, S 1211325610, S 1211325499, S 1211325420, S 1211315300, and S 1211314810. There are three residences and other accessory buildings on the site. Test pits generally encountered 1 to 3 feet of lean clay at the existing ground surface with silty sands and poorly graded sands below with infiltration rates varying between 2 and 8 inches per hour. Based on groundwater monitoring performed on a monthly basis through December 2005 and October 2006, groundwater is expected between 6 to 10 feet below existing grade. MODIFIED CONDITIONS The modified conditions for the project site include the street construction to serve the future residences. Multifamily condominiums and single family attached townhomes will be constructed in 2 phases. All condominiums, utilities, perimeter fencing, and supporting roads will be constructed in the first phase. The remaining utilities, roadways, and townhomes will be constructed in the second phase. Storm runoff from these lots will be retained on site or discharged at historic rate to the ten mile stub drain. The proposed street improvements include asphalt pavement, curb and gutter, and sidewalks. Runoff from N. Lyndhurst Lane and W. Synder Lane will be captured in sand and grease traps and then discharged into the Ten Mile stub drain. Runoff from N. Sherwood Avenue will be captured in catch basins and discharged to the proposed retention pond. The retention pond is designed to accommodate the required volume of runoff from the 100-year storm event. Infiltration rates are considered as part of the volume sizing calculations. The one hour storm is used to calculate the required volume for storm runoff. All other runoff will be captured and discharged through subsurface seepage beds. All calculations have been included in the attached appendix. Runoff from each lot will be retained in subsurface infiltration beds. Lot grading and drainage is not included as part of this study. The City of Meridian Standard Specifications, City of Boise Storm Water Management Design Manual, and Ada County Highway District Design Policy Manual were referenced to determine the appropriate seepage bed sizing for the proposed condition drainage basins. The Rational Method was used for volume calculations and for peak flow calculations. A 100 year — one hour event was used for volume calculations. This event yields 1.1 inches of rainfall during that hour. A geotechnical report has been prepared by Strata, Geotechnical Engineering and Materials Testing, dated April 26, 2007. A copy has been provided with this submittal. Drainage Zone 1 has an area of 20,194 square feet, a C factor of 0.73, and yields 0.37 cubic feet in runoff in the design storm. Runoff from Zone 1 flows to one of two catch basins on the north and south sides of the eastern portion of W. Jayton Drive (public). After passing through the catch basin on the north side of W. Jayton Drive, runoff will be delivered to the catch basin on LOCHSA ENGINEERING OF IDAHO Address: 1311 W. Jefferson Boise Idaho • Phone (208) 342-7168• Fax (208) 342-3079 2 of 2 July 3 2007 the south side of the street by a 12" PVC pipe. The combined runoff will then pass through a sand and grease trap and eventually into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. Drainage Zone 2 has an area of 36,688 square feet, a C factor of 0.68, and yields 0.75 cubic feet in runoff in the design storm. Runoff from Zone 2 flows to a catch basin attached to a sand and grease trap in the northern portion of N. Haven Cove Lane, through a sand and grease, and into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. Drainage Zone 3 has an area of 32,186 square feet, a C factor of 0.79, and yields 0.64 cubic feet in runoff in the design storm. Runoff from Zone 3 flows to one of two catch basins on the east and west sides of southern portion of N. Glen Oaks Avenue. After passing through the catch basin on the east side of N. Glen Oaks, runoff will be delivered to the catch basin on the west side of the street by a 12" PVC pipe. The combined runoff will then pass through a sand and grease trap and eventually into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. Drainage Zone 4 has an area of 22,545 square feet, a C factor of 0.79, and yields 0.45 cubic feet in runoff in the design storm. Runoff from Zone 4 flows to one of two catch basins on the east and west sides of northern portion of N. Glen Oaks Avenue. After passing through the catch basin on the east side of N. Glen Oaks, runoff will be delivered to the catch basin on the west side of the street by a 12" PVC pipe. The combined runoff will then pass through a sand and grease trap and eventually into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. Drainage Zone 5 has an area of 20,665 square feet, a C factor of 0.81, and yields 0.42 cubic feet in runoff in the design storm. Runoff from Zone 5 flows to one of two catch basins on the north and south sides of the western portion of W. Jayton Drive (public). After passing through the catch basin on the north side of W. Jayton Drive, runoff will be delivered to the catch basin on the south side of the street by a 12" PVC pipe. The combined runoff will then pass through a sand and grease trap and eventually into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. Drainage Zone 6 has an area of 30,171 square feet, a C factor of 0.80, and yields 0.61 cubic feet in runoff in the design storm. Runoff from Zone 6 flows to a catch basin attached to a sand and grease trap in the southern portion of N. Haven Cove Lane, through a sand and grease, and into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. Drainage Zone 7 has an area of 39,638 square feet, a C factor of 0.74, and yields 0.74 cubic feet in runoff in the design storm. Runoff from zone 7 flows to a catch basin attached to a sand and grease trap in the eastern portion of N. Haven Cove Lane (private), through a sand and grease, and into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. Drainage Zone 8 has an area of 45,909 square feet, a C factor of 0.74, and yields 0.86 cubic feet in runoff in the design storm. Runoff from Zone 8 flows to a catch basin attached to a sand and grease trap in the western portion of N. Haven Cove Lane (private), through a sand and grease, and into a subsurface seepage bed. Please see the attached appendix for the drainage calculations. LOCHSA ENGINEERING OF IDAHO Address: 1311 W. Jefferson Boise Idaho • Phone (208) 342-7168• Fax (208) 342-3079 APPENDIX: DRAINAGE CALCULATIONS EXISTING DISCHARGE TO TEN MILE STUB DRAIN Q=CxIxA Tc = (J.8(1.1 — QVD) S' 3) C = 0.3 D = 920 feet S = 2.17% Time of Concentration (Tc) = 34 minutes I = 1.3 in/hr A = 908,780 sf = 20.86 AC Q = 0.3 x 1.3 x 20.86 = 8.14cfs Rational Method Boise Storm Water Management Design Manual, Appendix "C", Figure 2 Boise Storm Water Management Design Manual, Appendix "A", Unimproved Area Boise Storm Water Management Design Manual, Appendix "C" Boise Storm Water Management Design Manual, Appendix "C" (25 yr event) PROPOSED DISCHARGE TO TEN MILE STUB DRAIN (Zone 10) Q=CxIxA Tc = 1.8 1.1 — C �D S(113) C = 0.61 Time of Concentration (Tc) = 10 minutes I = 2.2 in/hr A = 255,529 sf = 5.87 AC Q = 0.61 x 2.2 x 5.87 = 7.88 cfs < 8.14cfs PROPOSED CONDITIONS VOLUME REQUIRED VREQ=CxIxAxT Czone 1 = 0.73 CZone z = 0.68 CZone 3 = 0.79 CZone 4 = 0.79 Czone 5 = 0.81 CZone 6 = 0.80 CZone 7 = 0•74 CZone 8 = 0.74 I = 1.1 in/hr Rational Method Boise Storm Water Management Design Manual, Appendix "C", Figure 2 Boise Storm Water Management Design Manual, Appendix "A", Multi -family, Attached Boise Storm Water Management Design Manual, Appendix "C" Boise Storm Water Management Design Manual, Appendix "A" - Section B Boise Storm Water Management Design Manual, Appendix "A", Multi -family, Attached & Drainage Basin Map Boise Storm Water Management Design Manual, Appendix "A" - Section B Azone 1 = 20,194 sf = 0.46 AC Drainage Basin Map Azone 2 = 3 6,68 8 sf = 0.84 AC Azone 3 = 32,186 sf = 0.74 AC Azone a = 22,545 sf = 0.54 AC Azone s = 20,665 sf = 0.47 AC Azone 6 = 30,171 sf = 0.69 AC Azone 7 = 3 9,63 8 sf = 0.91 AC Azone s = 45,909 sf = 1.05 AC T = 3600 sec Zone 1 VREQ = 0.73 x 1.1 x 0.46 x 3600 = 1,335 ft3 Zone 2 VREQ = 0.81 x 1.1 x 0.84 x 3600 = 2,697 ft3 Zone 3 VREQ = 0.79 x 1.1 x 0.74 x 3600 = 2,299 ft3 Zone 4 VREQ = 0.79 x 1.1 x 0.52 x 3600 = 1,611 ft3 Zone 5 VREQ= 0.81 x 1.1 x 0.47 x 3600 = 1,516 ft3 Zone 6 VREQ = 0.80 x 1.1 x 0.69 x 3600 = 2,187 ft3 Zone 7 VREQ = 0.74 x 1.1 x 0.91 x 3600 = 2,660 ft3 Zone 8 VREQ = 0.74 x 1.1 x 1.05 x 3600 = 3,085 ft3 SAND AND GREASE TRAP SIZING Basin (Zone 1) Assume a 1,000 gal tank. Velocity < 0.50 ft/sec Boise Storm Water AT = Throat Area = 3.86 sf Manual, Appendix "B" Azone 9 = 0.46 AC Drainage Basin Map Q=CxlxA Q=0.73x2.25x0.46=0.75cfs V = Q/AT V = 0.75/3.86 = 0.20 ft/sec -> <0.50 ft/sec Basin (Zone 2) Assume a 1000 gal tank. Velocity < 0.50 ft/sec Boise Storm Water AT =Throat Area = 3.86 sf Manual, Appendix "B" Azone 2 = 0.84 AC Drainage Basin Map Management Design Management Design u Q=CxIxA Q=0.81 x 2.25 x 0.84 = 1.53 cfs V = Q/AT V = 1.53/3.86 = 0.40 ft/sec -> <0.50 ft/sec Basin (Zone 3) Assume a 1,000 gal tank. Velocity < 0.50 ft/sec AT = Throat Area = 3.86 sf Az,,,,, 3 = 0.74 AC Q=CxIxA Q = 0.79 x 2.25 x 0.74 = 1.32 cfs V = Q/AT V=1.32/3.86 = 0.34 ft/sec - <0.50 ft/sec Basin (Zone 4) Assume a 1,000 gal tank. Velocity < 0.50 ft/sec AT= Throat Area = 3.86 sf Azone 4 = 0.52 AC Q=CxIxA Q=0.79x2.25x0.52=0.92cfs V = Q/AT V = 0.92/3.86 = 0.24 ft/sec -> <0.50 ft/sec Basin (Zone 5) Assume a 1,000 gal tank. Velocity < 0.50 ft/sec AT= Throat Area = 3.86 sf Az., s = 0.47 AC Q=CxIxA Q=0.81 x 2.25 x 0.47 = 0.86 cfs V = Q/AT V = 0.86/3.25 = 0.22 ft/sec -+ <0.50 ft/sec Basin (Zone 6) Assume a 1000 gal tank. Velocity < 0.50 ft/sec AT = Throat Area = 3.86 sf Boise Storm Water Management Design Manual, Appendix `B" Drainage Basin Map Boise Storm Water Management Design Manual, Appendix "B" Drainage Basin Map Boise Storm Water Management Design Manual, Appendix `B" Drainage Basin Map Boise Storm Water Management Design Manual, Appendix "B" Az., 6 = 0.69 AC Q=CxIxA Q = 0.80 x 2.25 x 0.69 = 1.24 cfs V = Q/AT V = 1.24/3.86 = 0.32 ft/sec ---> <0.50 ft/sec Basin (Zone 7) Assume a 1,000 gal tank. Velocity < 0.50 ft/sec AT = Throat Area = 3.86 sf Azone 7 = 0.91 AC Q=CxIxA Q = 0.74 x 2.25 x 0.91 = 1.52 cfs V = Q/AT V = 1.52/3.86 = 0.39 ft/sec - <0.50 ft/sec Basin (Zone 8) Assume a 1,000 gal tank. Velocity < 0.50 ft/sec AT= Throat Area = 3.86 sf AZ.t1e 8 = 1.05 AC Q=CxIxA Q = 0.74 x 2.25 x 1.05 = 1.75 cfs V = Q/AT V = 1.75/3.86 = 0.45 ft/sec - <0.50 ft/sec SEEPAGE BED SIZING Drainage Basin Map Boise Storm Water Management Design Manual, Appendix `B" Drainage Basin Map Boise Storm Water Management Design Manual, Appendix `B" Drainage Basin Map (Volume - Infiltration) = VREQ - [2*(lenth + width) * (2/3 * depth) * (percolation rate / 12)] Volume Provided = length * width * depth * 0.4 (void space) Zone 1 = 1,335 - [2(70 + 9) * (2/3 * 5) * (2/12) = 1,247 ft3 Volume Provided = (70 * 9 * 5 * 0.4) = 1,260 ft3 Zone 2 = 2,697 - [2(149 + 9) * (2/3 * 4) * (8/12) = 2,136 ft3 Volume Provided = (149 * 9 * 4 * 0.4) = 1,260 ft3 Zone 3 = 2,299 - [2(209 + 9) * (2/3 * 2.43) * (8/12) = 1,828 ft3 Volume Provided = (209 * 9 * 2.43 * 0.4) = 1,828 ft3 Zone 4 = 1,611 - [2(84 + 9) * (2/3 * 5) * (2/12) = 1,508 ft3 Volume Provided = (84 * 9 * 5 * 0.4) = 1,512 ft3 Zone 5 = 1,516 — [2(69 + 9) * (2/3 * 4.84) * (8/12) = 1,180 ft3 Volume Provided = (69 * 9 * 4.84 * 0.4) = 1,180 ft3 Zone 6 = 2,187 — [2(168 + 9) * (2/3 * 2.87) * (8/12) = 1,736 ft3 Volume Provided = (168 * 9 * 2.87 * 0.4) = 1,736 ft3 Zone 7 = 2,660 — [2(139 + 9) * (2/3 * 5) * (2/12) = 2,495 ft3 Volume Provided = (139 * 9 * 5 * 0.4) = 2,502 ft3 Zone 8 = 3,085 — [2(184 + 9) * (2/3 * 4.38) * (2/12) = 2,897 ft3 Volume Provided = (184 * 9 * 4.38 * 0.4) = 2,901 ft3 CATCH BASIN PEAK DISCHARGE Q25=C*I*A I = 2.25 in/hr Catch Basin Grate Size (Type II) A = 16.75" x 29.75" = 498.31 in = 3.46 sf Free open area = 20" x 15.25" = 305 in = 2.12 sf Available Head = 0.50 ft Q = (0.6A) * �(2GH) Where: Q = Max flow in cfs A = Free open area of grate in sf G = 32.2 ft/sec2 H = Head in feet Q = (0.6*2.12) * �(2*32.2*0.50) Q=7.22cfs Catch Basin 1 C = 0.82 A = 36,278 sf = 0.83 AC Q25 = 0.82 * 2.25 * 0.83 = 1.53 cfs Catch Basin 2 C=0.89 A = 31,173 sf = 0.72 AC Q25 = 0.89 * 2.25 * 0.72 = 1.44 cfs Catch Basin 3 C = 0.80 Appendix C — 25 yr. event, TC = 10 minutes A = 3,568 sf = 0.08 AC Q25 = 0.80 * 2.25 * 0.08 = 0.14 cfs C'atrli Poci- it C = 0.87 A=6,281 sf=0.14AC Q25 = 0.87 * 2.25 * 0.14 = 0.27 cfs STORM DRAIN PIPE FLOW CALCULATIONS Diameter = 12" Slope (S) = 0.8% Material = PVC Manning's n = 0.013 Depth of flow = 0.9382 ft = (93.82% full) Area (A) = 0.77 sf Wetted Perimeter (R) = 1.76' Q = A * (1.486/n) * (R213) * (S1/2) Q = 0.77 * (1.486/0.013) * 1.76" * .46"2 Q=3.39cfs Pipe Network C.B. 1 — C.B. 2 —+ C.B. 3 —> C.B. 4 — Retention Pond QC.B. 1 = 1.53 cfs QC.B. 2 = 1.44 cfs QC.B. 3 = 0.14 cfs QC.B. 4 = 0.27 cfs QTOTAT = 3.38 cfs < 3.39 cfs RETENTION POND SIZING (Zone 9) VREQ = C * I * A * 3600 C = 0.83 I = 1.1 in/hr A = 77,300 sf = 1.77 AC VREQ = 1.77 cfs *3600 = 5,818 ft3 VPRo = 11,633 ft3 VPRo with 1' of freeboard = 11,633 — 4,265 = 7,368 ft3 INFILTRATION TIME Infiltration Time (TO <24 hrs Volume (VREQ) = 5,818 Area = 65' x 34' = 2,210 sf R = Infiltration Rate = 8 in/hr Q= A (ft) x B (ft) x R (ft/hr) Q = 2,210 sf x 0.66 ft/hr = 1,459 cf/hr Time = Vol / Q = 5,818 cf / 1,459 cf/hr = 3.99 hr 3.99 hr < 24 hr Rational Method L cu O Q� Q� L 4— O 0 0 4— r 4— U M M L Ryan Carnie Project 071014 Canterbury Commons GRAVITY PIPE FLOW (Chezy-Manning) FL)2" diameter = 12.0" slope = 0.45% material: PVC Manning's n = 0.010 depth of flow = 93.82% of diameter (max) wetted perimeter = 2.64' area = 0.77 s.f. hydraulic radius = 0.29' velocity = 4.38 fps flow = 3.35 cfs RSC 16:58 03-Jul-07 Ryan Carnie Project 071014 Canterbury Commons GRAVITY PIPE FLOW (Chezy-Manning) 2 " diameter = 12.0" slope = 0.5096 material: PVC Manning's n = 0. depth of flow = wetted perimeter area = 0.77 s.f. hydraulic radius velocity = 4.61 flow = 3.53 cfs 010 93.82% of diameter (max) = 2.64' = 0.29' fps RSC 16: 58 03 -Jul - 07 `4 Appendix C Hydrologic/Hydraulic Graphs i 08 .06 .04 02 1V 11 i�) z0 30 40 50 60 2 3 4 S 6 8 10 12 18 24 :--iMINUTES i HOURS DURATION Figure 1. Rainfall Intensity, Duration and Frequency Relationship c1 Determining Peak Discharge, Peak Volume, and the Water Quality Volume Appendix A Table 1. Recommended "C" coefficents for "Rational Method Equation" Modified from ASCE (1972) and the Southeastern Wisconsin Regional Planning Commission Description of Runoff Area Runoff Coefficients "C" Business Central business areas 0.70-0.95 District and local areas 0.50-0.70 Residential Single-family 0.35-0.45 Multi -family, detached 0.40-0.60 Multi -family, attached 0.60-0.75 Residential .5 acre lots or larger 0.25-0.40 Industrial and Commercial Light areas 0.50-0.80 Heavy areas Parks, cemeteries 0.10-0.25 Playgrounds 0.20-0.35 Railroad yard areas 0.20-0.40 Unimproved areas 0.10-0.30 Landscaped areas 0.20 For Impervious Surfaces Character of surface Runoff coefficient Streets (Asphalt, Concrete),Drives and Walks, Roofs 0.90-0.95 For Pervious Surfaces Runoff Coefficient Slope A soils B soils C soils D soils Flat 0-2% 0.04 0.07 0.11 0.15 Average 2-6% 0.09 0.12 0.15 0.20 Steep >6% 0.13 0.18 0.23 0.28 Boise Storm Water Management Design Manual A-3 Appendix C onn %( M SC _ 40 C 30, N_ G M 10c C Figure 2. Surface Flow Time Curves Hydrologic/Hydraulic Graphs 80 .91, Al C2 Boise Storm Water Management Design Manual TRANSMITTAL Job No.: 71014.00 Date: August 24, 2007 To: City of Meridian Department of Planning 660 East Watertower, Suite 200 Meridian, Id 83642 Attn: Planning Project Name: Canterbury Commons, Meridian, Id LOCHSA ENGINEERING ff OF IDAHO Via: Our Messenger Next Day Air US Mail Your Messenger Reproduction Co. UPS Overnight TRANSMITTED: Prints '�hnn Drnwinvc rnloc Trani- c—o,.- n,i, w Copies Sheet No. Description 6 Complete set of improvement drawings 32 Final Plat I Geotechnical Report, SWPPP Report, Drainage Report I Project Description I Preliminary Plat 1 $2,140 Final Plat fee I For vour u-.e Rpvit-ur ne nnrar Final Plat Checklist Do. ,,�,,, A - -- -- --- - --1--- . -FFI v v %,u aiiu 1 GI U111 copies REMARKS Please review the attachesiplans, c lat ns, and report. Please contact me if you have any questions. Thank you for your time.. Sent By: Ryan Lars n " ; �`J Received By: LOCHSA ENGINEERING OF IDAHO Address: 1311 W. Jefferson Boise Idaho • Phone (208) 342-7168• Fax (208) 342-3079 BOISE 0 MCCALL • LAS VEGAS Hearing Date: April 1, 2008 File No.: FP-07-032 Project Name: Canterbury Commons Subdivision Request: Final Plat approval for 192 multi -family units on 48 building lots and 1 cormnon lot on 13.99 acres in an R-15 zone by Canterbury Commons, LLC. Location: South of W. Pine Avenue and East of N. Ten Mile Road in the N %2 of SW 1/4 of T. 3N., R. 1 W., Section 11. 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