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CITY CLERK FILE CHECKLIST Project Name: Reflection Ridge Subdivision No. 1 File No Contact Name: Mort McMillen Phone: Date Received from Planning and Zoning Department: Planning and Zoning Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: FP 06-033 342-4214 ext 301 July 11, 2006 Hearing Date: N/A ❑ Planning and Zoning Commission Recommendation Notes: City Council Level: X] Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: ❑ City Council Action: and ❑ Approve ❑ Deny Hearing Date: August 8, 2006 July 12, 2006 ❑ Approve ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: ❑ Approved by Council: ❑ Copies Disbursed: ❑ Findings Recorded Development Agreement: ❑ Sent for signatures: ❑ Signed by all parties: ❑ Approved by Council: ❑ Recorded: ❑ Copies Disbursed: Ordinance No. Resolution No. ❑ Approved by Council: ❑ Recorded: Deadline: 10 days ❑ Published in newspaper: ❑ Copies Disbursed: Notes: ❑ Deny Res.lutl.ro: Original Res/ Copy Cert Mini Copy Res/Copy Cert City Cie. Ciy Engineer City Planner Ciy A.rni Sterling Codfiers Project File Deputy clerk Copy Res / Ongmal Cent Ada County (CPAs) Appiicant(non-CPAs) 1. Ordnanc.a: Uiginal. Minuteb.4 Copies ro: City Clerk State Ter Comm. State Treasurer, Audtor, Pssessor SRrting Cocifiers Ciy Attorney Ciy Engineer City Planner Project file Ayplicanf (if eppl ) Deputy Clerk Flndnys / orders: Original: Minu[e�ook Copies Ic. Applicant Project file City Engineer city Planner Ciy A.ni Depuy Clerk Record Vacadun Ftndngs " R.corded Devotopment A,..man.: Or,ri. fireproof File Copses. kipphoert Protect file Ciy Engineer Ciy Planner City Anorney Deputy Clerk "f CITY OF 014 erl�lcn u IDAHO I sy TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN fR /a`TREnSURE VN�Y To insure that your comments and recommendations will be considered by 1903 MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree Shaun Wardle 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 888-6844 Police 1401 E. Watertower Lane 888-6678/fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500/fax 895-9551 - 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 the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: August 1, 2006 Transmittal Date: July 12, 2006 File No.: FP 06-033 Hearing Date: August 8, 2006 Request: Final Plat approval for 73 single-family residential building lots and 12 common lots on 26.58 acres in an R-4 zone for Reflection Ridge Subdivision No. 1 By: McMillen Engineering Location of Property or Project: 4275 S. Locust Grove Road David Zaremba (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Keith Borup (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C Shaun Wardle, 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 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/PPonly) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Meridian Development Corp. Historical Preservation Comm. 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 fClrVif7 Planning Department L COMMISSION & COUNCIL REVIEW APPLICATION OV.° Betio Type of Review Request all that apply) ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification O'Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information STAFF USE ONLY: File number(s): FF~ 033 Projectname: ec_4 "i .iqc, ,uL. Date filed: 6' Date complete: n Assigned Planner: Related files: Hearing date: __ ❑ Commission 0Council Applicant name: tytOrNk(! i ( t�n M(m, i te1) ETIa Phone: �� -y �i 1 31 01 Applicant address: q, I 1 r �1 � i n `7} , Sl h A j % Bp lye Y Zip: Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned 0 Other J)q e.— Owner name: baV e. 3u1 d 1 Phone: q Owner address: B Zip: _ ?i3 (o J b Agent name (e.g., architect, engineer, developer, representative): J GYM --i e Qr/' (_see FtQ� lh_. C ��'�, ) Phone:�if Zip: P3 70 2- Firm nary Address: Primary contact is: Applicant ❑ Owner ❑ Agent ❑ Other Contact name: �Ir-i MC t ( E-mail: Subject Property Information Phone: 3 L4 I -L4 "5.1 LIL A 301 Fax: 34 !tq .2to, Location/street address: # ' Mr— s 1-92 /�,!„r�AN,��L y�'1G �,� !1'1 �iG /4�� Assessor's parcel number(s): S / �„;� Al Z o Township, range, section: 8 Total acreage: ,2%. SA Current land use:12r,_1,1nJeCurrent zoning district: - ^i 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 1 wv.888-6854 . Website: w meridiancity org ect Project/subdivision name: General description of pro Proposed zoning district(s): Acres of each zone propose( Type of use proposed (check all Mat apply): project/request: pa Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Who will own & maintain the pressurized irrigation system in this deve opment? AG/l��igg� z,G Which irrigation district does this_ property lie within? �-,A mGQ ; .-A. 2 ��fi y/•- T Primary irrigation source: i�L� _ Secondary: ��tO"AA��iL Square footage of landscaped areas to be irrigated if rims or seconds g ( primary secondary point of connection is City water): Z Residential Project Summary (if applicable) Number of residential units: Number of building lots: 40 Number of common and/or other lots: 1 Z. Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: AJ A 2 or more Bedrooms:WA Minimums square footage of structures excl.garage): r q g O ( �QS�— Proposed building height: Minimum property size (s.f): - Average property size (s.f.): Gross density (DU/acre-total land): 2. 7 S Net density (DU/acre-excluding roads & alleys): Percentage of open space provided: Z.3, Q w � Acreage of open space: /0, 2T Percentage of useable open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 4,.,3,�SIF/ - e AX,g,(4ye_ Type of dwelling(s) proposed: 2 Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) N A Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: Date: (� / 1 S 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 d� 1 I MCMILLEN ENGINEERING June 15, 2006 City of Meridian Planning Department 660 E. Watertower Lane Suite 202 Meridian Idaho, 83642 Re: Reflection Ridge Subdivision Project Narrative Phase 1 City of Meridian AZ-05-045, PP-05-048 and CUP-05-046 In conformance with the application check list, McMillen Engineering, LLC, is providing the following; The planned project was before the city council in February of 2006 and was presented as a 91 acre single family residential development with a total of 255 building lots, 27 common lots and 2 private streets all located Section 30; Township 3 North; Range 1 East; BM. The current land use is agricultural and is zone RUT. There are several new subdivisions that either have been constructed or are in the process of being built immediately adjacent to this project. This submittal is to construct the Phase 1 which consists of 73 residential lots, 12 common lots, 2 private streets and public roadways in the lower portion of the property just south of the Ridenbaugh Canal as shown on the included vicinity map and construction drawings. The common lot areas will be used for recreation and storm drain retention. The remaining area will be submitted as additional phases for review and approval later in the year. As part of the preliminary plat review and approval process, the City of Meridian and Ada County Highway District placed site specific conditions of approval on the 91 acre site. The plans as being submitted under the Phase 1 have been completed to meet or exceed the specific requirements and conditions and no variances are being requested. In addition we believe that we have conformed to all requirements of the City of Meridians Unified Development Code as well as the requirements of the Ada County Highway District. These plans conform with acceptable engineering and surveying practices and local standards to the best of our professional knowledge. Y i u main street, quite 258 Boise, Idaho 83702 Phone 208- 342-4214 fax 208 342-4216 I '.o I I I (I 1 'I r i � mI I I ' 1 I a m O m 0 cOc0c z tnm-i z mnO ozv ()�Z DV D p Z 2 � � r r m r Z m m mm I I I PRpFFss m �� LS / `BCD r I 4N. O a I q `�a9 N o^ao i ly �o c m v� 1 O � .n W m cm;) CD z z ' Ml G rn 0 n O �o LOCUST GROVE ROAD ^� CD C'� REFLECTION RIDGE SUBDIVISION LOCATED WITHIN A PORTION OF SECTION 30, TOWNSHIP 3 NORTH, RANGE 1 EAST BOISE MERIDIAN, ADA COUNTY, MERIDIAN, IDAHO DEVELOPER/OWNER: M & H DEVELOPMENT, L.L.C. 82 E. STATE STREET, SUITE B EAGLE, ID 83616 PHONE: (208) CONTACT: GREG HALL DAVE BUICH VICINITY MAP SCALE 1" = 1000' DEVELOPMENT CONTACTS ENGINEER: McMILLEN ENGINEERING, LLC 910 MAIN ST, SUITE 258 BOISE, ID 83702 PHONE: (208) 342-4214 CONTACT: MORT McMILLEN SURVEYOR: FOX LAND SURVEYS, INC. 4696 OVERLAND ROAD, SUITE 162 BOISE, ID 83705 PHONE: (208) 342-7957 CONTACT: TIM FOX CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF FEBRUARY 21 2006 A. Drawings 1. Prelimuiary plat (dated; 9-12-05, date Stamped by the City Clerk on December 16, 2005) «rew w NOISInlQans'd lk'►�d �ss 3Jota N011�31�3�! Fit�Ofl��i � .ar Exhibit A Page ! le rl I �lf #tt 1, I �1 i CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF FEBRUARY 21, 2006 if) 1gld .Creuiwile,d I j NOIStNOBf1S 3JUlU NOLLO37j3S • �� ,J 'i'�' ! JJ r I 11 Exhibit A Page 3 CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF FEBRUARY 21, 2006 S NOIV11g8(1S �`JQI?J _ Exhibit A Page 4 CITY OF MERTDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF FEBRUARY 21, 2006 2. CUP Site Plan (dated: 1-5-06) oHVQI N"Walem �Su I; NolsiXfoons a�JQI21 N011031d32! + 0 P5y r t►rf sii i a: Exhibit A Page 5 CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DACE OF FEBRUARY 21, 2006 3. Landscape Plan (dated: 8-15.05) Md feu d NOISyn oens RE)QU NOU ojjzf a III 11E� �000 o60000 A i f Exhibit A Page 6 !1�1,11, 1 • 111A�A� CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF FEBRUARY 21, 2006 Exhibit A Page 7 CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF FEBRUARY 2I 2006 Exhibit A Page 8 m CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF FUBRUARY 21, 2006 .� 'ems"u� :0 NOISIN410ns aoci ! t O(1331-434 T 1 1 1 1 -----.----------------------- Exhibit A Page 10 " fill,'U.l !!1! 1, ------------ I 1 I I I I 1 I 1 1 I --- -----J u CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE NEARING DATE OF FEBRUARY 21, 2006 Exhibit A Page I 1 CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE. 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'T ..... ----------- Matchline: See SheeMti� etas Reflection Ridge Subdivision t= Phase 1 Landscape Plan Meridian, Idaho -LL , _....s>1mc�.vaeerr,��Fp_zeeccrodvy pa.rea �i. x.r or r. Jw .a 2�.t cr 4aas w HI IE Oyu Reflection Ridge Subdivision Phase 1 Landscape Plano �r w Meridian, Idaho . gill -, f) File No.: FP-06-033 ECEIVE JUL 1 12006 Project Name: Reflection Ridge Subdivision No. 1 CITY OF MERIDIAN {`MV (r I FRK r-r-clrF Request: Final Plat approval for 73 single-family residential'buildiAg lots + and 12 common lotson 26.58 acres in an R-4 zone by McMillen Engineering. Location: 4275 S. Locust Grove Road, approximately 1/4 mile north of Amity Road, in the SE'/4 of Section 30, 13N., R.IE. a June 15.2006 Mort McMillen, P.E. McMillen Engineering 910 W. Main St. Suite 258 Boise. ID 83702 RE: REFLECTION RIDGE. Ownership Of Dear Mort: The letter serves as formal confirmation of the ownership structure for Reflection Ridge which Dave Buich, Greg Hall and Mike Homan are joint venturing through several legal entities 1. McCrorev Property — Purchased by M & H Development. LLC (Dave Buich and Greg Hall — Managing Members each owning 50%) 2. Rumpel Property — Purchase by B & I I Development Inc. (Dave Buich and Greg Hall — Shareholders each owning 50%) 3. Watkins Property — In escrow — closing first week of July. Purchased by Mike Homan 4. Wilh, Property — In escrow —closing in first week of July. 2006 -Purchased by David and Karen Buich (1-1 & W) Please let me know if you need further clarification on this structure. Sincerely. (Q�� Robert La Chance CFP Project manager INUH Development, LLC M & H Land Acquisitions, LLC B & H Development, Inc. QUITCLAIM DEED LIB 8958509 AMENDED For Value Received MARLENE A. ADAMSON, now known as Marlene A. Willy dealing with her sole and separate property, 1515 Sherman, Boise, IO 83702 do hereby convey, release, romise and forever quit claim unto V MARLENE A. WILLY V DEALING WITH HER SOLE AND SEPARATE PROPERTY, 1515 Sherman, Boise, ID 83702 tire following described premises, to -wit: X All of the West 990 feet of the Southwest Quarter Northeast Quarter of Section 30, Township 3 North, Range 1 East, lying Southwesterly of the center line of the existing canal; excepting therefrom the followinq tract: Part of Southwest Quarter Northeast Quarter in Section 30, Township 3 North, Range 1 East, described as follows: Beginning at the Southwest corner of said Southwest Quarter, Northeast Quarter; thence 350 feet Easterly along the South boundary of said Southwest Quarter Northeast Quarter; thence Northerly and parallel with the West boundary of said Southwest Quarter Northeast Quarter 500 feet; thence Westerly and parallel with the South boundary of said Southwest Quarter Northeast Quarter, 350 feet to a point on the West boundary of said Southwest Quarter Northeast Quarter, thence Southerly along the West boundary of said Southwest Quarter Northeast Quarter, 500 feet to the place of beginning. Except the South 25 feet thereof. All in Ada County ADA COUNTY RECORDER J. DAVID NAVARRO 1915E, 10AM 1999 NO 19 AN 11: 3 I together with their appurtenances. Dated: �l 17, 1 q nq STATE OF IDAHO, COUNTY OF a_lre� On this / j day of ko,,;-� 19,/ ;w hetore me, a nolery public In and for sold Stele, person- ally appeared In A- 2 L s N E_ /.t . LtJ c 1, � % 1'�T,lr H. i. knn a on whotc nemer-S sub• sertb �Q trt, and acknowledged to me executed the tome. REDOURAQVOESiTl10V-R FE& DEPI, 99112159 STATE OF IDAHO, COUNTY OF I hereby certify that this instrument was filed for record at the request of at minutes past o'clock m., this day of 18 In my office, end duly recorded In Book of Deeds at page By " " O Notary Public nnidin SJ�fTE Idaho Fees S Comm. Exp _ , ! _ o v 3 Mail to: THE -LAW Ex•Officio Recorder Deputy N L(MCMILLEN ENGINEERING June 16, 2006 City of Meridian Planning Department 660 E. Watertower Lane Suite 202 Meridian Idaho, 83642 Re: Reflection Ridge Subdivision Project Narrative Phase 1 City of Meridian AZ-05-045, PP-05-048 and CUP-05-046 In conformance with the application check list, McMillen Engineering, LLC, is providing the following; 1. Affadavit of Legal Interest for the Willey Property 2. Letter of Legal Interest for the Watkins Property submitted by A.D.W., LLC. 910 Main Street, Suite 258 Boise, Idaho 83702 Phone 208- 342-4214 fax 208 342-4216 06-116/2006 FRI 13:39 F ?08939444 5 The Lund Group ®001/001 August 19, 2005 0tv of'Meridian Anna Borchers Canning. Planning Director 660 t . Wntertower Im., Suile 202 Meridian, Idaho 93642 Re: Reflection Ridgesubdivision Addend►mi /!I Iiir.Annc�anti►tii.1/hn e,. (*1.11' gild I'rcliminary_I'lgt lic.gions Dear Anna. We request nddemlism II I tin' the Annexotion and %oninp, application, Condition 1 INC applic:111on and Preliminary 11ho applicali(u►. The applicant lilr all three applicalions is M S., I I Development LI A, (,,is noled on IIIC npplicati►m) and ADW. L.I..0 a1 4794 VJ, i'rcc Way. Boise, Idaho 93709. Anna, thank you Ii►r your consideration, ; sins-crely. J. David Kola, I ri •► TIII,. LAND GR AI , IN(.'. y Aug 09 2005 8:05AM LASERJET FAX _ p.3 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA './)V. 1, 14AA r U A (name) (address) being first duly sworn upon to oath, depose and say: (City) (fie) 1. That 1 am the record owner of the property described on the attached, and I grant my permission to: M/y d (name) (address) to submit the accompanying application pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and it's employees harmless from any claim or liability resulting from mry dispute as to the statements contained herein or as to the ownership of the property, which is the subject of the application. SUBSCRIBED AND SWORN to before me the day and year first above written. Notary Flublict 10 Residing at— At AJA * �r L`�r • My Commission Expires: -32---7 d •e_0 F Rev. 11103103 .ue. 119. ?C06 11:19At- :. 066 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Brian D. Watkins ATTORNEY -IN -FACT for A.D.W., L.L.C.. 4794 W. Cree Way, Boise, ID being first duly sworn upon oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my pernimion to: M&H Development, 82 E. State St., Eagle, ID 83616 to submit the accompanying application pertaining to that property. 2. 1 agree to indeinnify, defend and hold the City of Meridian and it's employees harmless from any -1aim 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. Dated this 19'h day of August, 2005. ` -1 A.D.W., L.L.C. by Brian D. Watkins it's ATTORNEY -IN -FACT SUBSCRIBED AND SWORN to before me the day and year first written. COA. NOT'*} d► I val ' # 0 �I/I��uupNll Notary Public ldahe Residing at I I iz Nly Commission Expires: 3 0 December 24, 2002 1:30 PM Fr' i BDVV Services, Inc. Fax Number: 208-5'"_ 1743 Patin 9 e%r 10/0700 03:02 FAX ADA COUNTY RECORDER ...,AVID NAVARRO 2 BOISE IDAHO 12/30102 04:02 PM DEPUTY Joanne Hooper RECORDED -REQUEST OF 'II IIII!l�IIIIIIIIIIIIIIIIIIIII I II ll� BOSCHDAW & BALLARD 102159440 AMOUNT 6.00 QUITCLALM DEED FOR VALUE RECEIVED, Arthur Donald Wat]ans, whose current address is 4794 West Cree wary, Boise. Idaho 83709 ("Grantor') hereby CONVEYS, REEFS, REMISM AND ` J IromER QUITCLAIMS toVA. D. W., L.L.C., an Idahho Limited Liability CocPafi' Y ("Grant=,,) the real property located in Ada County, State of Idaho and further described on Exhibit A attached ("Real Property"), together with the appuftenaum to the Real Property. GRANTOR Dated: December e, 20M ur Donald Watkins STATE OF UTAH ) ss County of r4'v On this4? ..y ofD g!ggegZ , 2002, before me, a notary public in and for the Stair of Utah, personally appeared Arthur Donald Watkins, known or idenffied to me to be the person whose name is subsa7'bed to the within instrumoat and acimowledged to me that he executed the same. MARGARET A. VERNON J NOTARYPUSUCISTATUIUTM 9 929 W. SUNSET BLVD. ST.GEORGE, UT 84770 COMM, EXPIRES 7.30.2005 QUITCLAIM DEED - I Commiasian , Utah U December 24, 2002 1:30 PM F' BDW Services, Inc. Fax Number: 208 F 0743 Page 3 of 3 10/07/00 09:02 M Oz EXffiffiT A REAL PROPERTY The real property located in Ada County, Idaho, and more particularly described as follows: All thU portion of. The. North Ih of SEW Section 30, M, R1E, Boise Meridian, lying southerly of Ridedbaugh Canal Ogether with any water rights appurtenant thereto. EXHIBIT A - 1 4 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12.00 4 OISE O iPM DEPUTY BonnieOberbillig III'II'�I'II'II'I'III'II�I'II�I'I'II RECORDED -REQUEST OF I06Q6$157 Title One Order No.: A0535899 STb- s n WARRANTY DEED FOR VALUE RECEIVED, KA.THLEEN L. HAMMONS, a single person and RAY G. RUMPEL, a married person as his sole & separate property and FRANK R. RUMPEL, a married person as his sole & separate property and ELAINE A. PHILLIPS, a married woman as her sole & separate property the Grantors, do hereby grant, bargain sell and convey unto B & H DEVELOPMENT, INC., an Idaho corporation whose current address is 82 E. State St., Ste B., Eagle, Idaho 83616 the Grantee, the following described premises, in Ada County, Idaho, TO WIT: PARCEL 1 The Northeast Quarter of the Southwest Quarter ans �eori 30, Township 3 North, Range orth 3/4 of the North Half of the Southeast Quarter of the South Quarter 1 East of the Boise Meridian, Ada County, Idaho. EXCEPTING THEREFROM A part of the East Half of the Southwest Quarter of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. Beginning at a brass cap at the West Quarter comer of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, North 89°20'17" East, 1153.56 feet along the Quarter line to a point, the sixteenth corner; thence South 0°24'32" East, 646.50 feet along the sixteenth line to a point, the REAL POINT O BEGINNING; thence Southeasterly along the South side of irrigation lateral maintenance road the following five courses: South 66017'47" East, 453.83 feet to a point; thence South 64029'00" East,164.85 feet to a point; thence South 60°57'50" East, 244.21 feet to a point; thence South 52052'56" East, 595.84 feet to a point; thence South 38057'50" East, 126.27 feet to a point on the Quarter line; thence South 0°31'49" East, 328.88 feet along the Quarter line to a point; thence South 89°04'14" West, 1327.15 feet to a point on the sixteenth line; thence North 0°24'32" West, 1180.15 feet along the sixteenth line to a point, the REAL POINT OF BEGINNING. FURTHER EXCEPTING THEREFROM A part of the East Half of the Southwest Quarter of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. Beginning at a brass cap at the West Quarter corner of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho; thence North 89020117" East, 1713.42 feet along the Quarter line to a point, the REAL POINT OF BEGINNING; thence continuing North 89'20' 17" East, 165.00 feet along the Quarter line to a point; thence South 0°39'43" East, 264.00 feet to a point; thence South 89'20'17" West, 165.00 feet to a point; thence North 0039'43" West, 264.00 feet to a point, the REAL POINT OF BEGINNING. PARCEL 2 A part of the East Half of the Southwest Quarter of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. Beginning at a brass cap at the West Quarter corner of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho; thence North 89'20'17" East, 1713.42 feet along the Quarter line to a point, the REAL POINT OF BEGINNING; thence continuing North 89'20' 17" East, 165.00 feet along the Quarter line to a point; thence South 0039143" East, 264.00 feet to a point; thence South 89'20' 17" West, 165.00 feet to a point; thence North 0°39'43" West, 264.00 feet to a point, the REAL POINT OF BEGINNING. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee, that they are the owners in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantors will warrant and defend the same from all lawful claims whatsoever. Dated: 05/01 /06 State of Idaho) County of Ada) On this i of May, 2006, before me, the undersigned, a notary public personally appeared, Kathleen L. Hammon, known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are subscribed to the within instrument and acknowledged to me that she executed the same. DAf�•�•''• t ' 'q sell qe Notary Public Residing In: Expires: , ; •* f' U B Lt -2 -07 �i ••• •N Q, �.� h* State of Idaho) County of Ada) On this _L_ of May, 2006, before me, the undersigned, a notary public personally appeared, Ray G. Rumpel, known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are subscribed to the within instrument and acknowledged to me that he executed the same. , �o••'DA'•a,, T R Notary Public Residing In: ,-,(;OTT DARU'NG Expires: t scRo�r� OFFICER vLIPf_S: tt-Za-O! State of Idaho) County of Ada) On this % of May, 2006, before me, the undersigned, a notary public personally appeared, Frank R. Rumpel, known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are subscribed to the within instrument and acknowledged to me that he executed the same. Notary Public Residing In: ' l°o. Expires:I DAR lf� EAGLE, �� .• �,O •......• •. IR S: 11-28-0i 1ypTgR :� - r .* • AUB LZG 10 ,, 9 •0 �ti'•• State of Idaho) ���������,.•` County of Ada) On this / e of May, 2006, before me, the undersigned, a notary public personally appeared, Elaine A. Phillips, known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are subscribed to the within instrument and acknowledged to me that she executed the same. ,.u91.,•,gs b Notary Public ;,•''SCOT T D;•� j'�.,, Residing In: .� +� - • '0 c Expires: .. �.::, * • � ;.1 f.-XFIR!_S: 11-28-0"i N Ug LIC ' : • v 7 •• �••0e9••�i10 spa u FILED AT THE REQUEST OF: David A. Buich BI E. State St. Ste. B Eagle, Idaho AFTER FILING MAIL TO- J. Frederick Mack HOLLAND& HART LLP Suite I400, lot S. Capital stvd. Boise. Idaho 83702 FILED EFFECTIVE SPACE FOR SECRETARY OF STATE'S USE ARTICLES OR INCORPORATION OF B & H DEVELOPMENT, INC. The undersigned, acting as incorporator of a corporation under the Idaho Business Corporation Act (the "Act"), adopts the following Articles of Incorporation. ARTICLE I NAME The name of the corporation is B & H Development, Inc. ARTICLE 2 PURPOSE The purpose for which the corporation is organized is the transaction of any and all business for which corporations may be incorporated under the general corporate laws of the state of Idaho. ARTICLE 3 CAPITAL SrocK The total number of shares of all classes of stock that the corporation shall have authority to issue is 100,000 shares, no par value, of common stoejt,�� ro �RETA of[pTE CKs 6MI99s CT: 2115 PHp�: so The holders of shares of Common Stock shall be entitled to onel VojMljWrat" at%vW fNC�N 3 C- I to to 5`E q r.�eeli c uC li.. st: t:IwWers r: tht Cecp(.rvAr.n and tieti ;r mavers caning 'ie:rrre rho- rh,nacl2rrs aJ'Lht vat?ara:isrl,, i;?.vvjsj ,ry- 9rli{`.m-ke pim-dei'iy lzw. ARTIVIA. 4 I%mar4m,tTD R The amine Ln� ac:inaa rr th i ,;:G' ar. alr-r 14ame Addren •• Dauk �. D.uah R:: f:. �t1-e M.. tile. 3 , T-agle.:Li_ho 936l6 A R-1 it ;.I. RECLSl•EFFo "'A I' AND RM;l%lkltl.lt Gtpi{ r. Tar Jhlev vl UN 2nel-7 :.ne nLlresr• rf the reMIii•Ierod ct is: NO mC AilJrelr Dty-d A iu.rh 5. f: &Ue SL. SU.. ❑ klal_j 9341 G die rn •1-r. 6 1lrriai KII61tIi lIr T111te.1:lY�li4 The i-dn I%: r•F memrs ccn.ti-u-:as -te iriti.sl !oath of Trccljcs u: lae ,UIG Na:IJr it "Ain ; ;.:nc -to- :tian:r =nc rddr4sses t C It:: it :l:ridua:: -Jle -iA PA$$; as 1{ a tomk a unril rho first xm:rrl m-eeing rl sh2vuh rl:..:ro- n caikU WA sUk:"V 1r- Inc ,;Ic4:rA rid ;i*;I gwdify are: teams Addreu Davi.l?..li.Iiwh A. 1•:. £L•7e 4t.. tlg. D A nTV I F 3 tt = 1 n I OR POR d I tun 10. N & H OF LLL'YS11 VT. NC.- [ UCCLLien Search) [ Log out ) Idaho Secretary of State's_Main Page State of Idaho Home Page Comments, questions or suggestions can be emailed to: sosinfo@sos.idaho.gov u Ea 1.,. Wnta WO JLAJ V r'. 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If the fii I extr If P0rh"11IN 91 [J:L7e I_w It now i:l enlyd •rrd LF wr.en2ej* frmm tine to 7•n•e. -ncO I:nmA el't iv I4r!, is llad'x' •relh:cixec .m F.aiblf of :te CorFarori^n. &A w thrmr Al:.:rAMAD, :•:I t a, "i exexixr.tl: t+: be :arar:atiati s pa arcs rf•nden n I:_tirn. xharhe I+y 1!hc 0vlaw!:.rr oLier:ilre. rK WjTK.siS W-r:r. -.0.—. :he Inderxigneo has t�hsel hcd ncpvAl1 duz, 'j. tA TncarFsrai<+n of:eccixem•rf:3ryriljN�6''~ '/Al — 17.•r .1 .�.'. ilicl�,lticnr�nrnry AR'I'IC'I.FSiif NC: IRPCIR•51'ICI*I CiL-' U & U JL-%L'LL]LU1La`t'I'. Lt+ti. i [ UCCien_Search J I Log_ out J Idaho Secretary of State's Main Page State of Idaho Home Page Comments, questions or suggestions can be emailed to: sosinfo sos idaho.aov 116 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 BOISE IDAN01YI06l06 04@34 PM DEPUTY Bonnie Oberbilliq III I'II'll'IIII`II`I'IIII`I„IIII I III RECORDED —REQUEST OF 105184811 Title One Order No.: A0545029/N-C_/C'1 WARRANTY DEED FOR VALUE RECEIVED, THOMAS E. MCCROREY and DIANE M. MCCROREY, husband and wife the Grantors, do hereby grant, bargain sell and convey unto M & H DEVELOPMENT LLC, an Idaho limited liability company whose current address is 3533 Holl Dr., Eagle, Idaho 83616 the Grantee, the following described premises, in Ada County, Idaho, TO WIT: Parcel I Part of the Southwest quarter Northeast quarter in Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho described as follows: Beginning at the Southwest corner of said Southwest quarter Northeast quarter; thence Easterly 350 feet along the South boundary of said Southwest quarter Northeast quarter; thence Northerly and Parallel with the West boundary of said Southwest quarter Northeast quarter 500 feet; thence Westerly and Parallel with the South boundary of said Southwest quarter Northeast quarter 350 feet to a point on the West boundary of said Southwest quarter Northeast quarter; thence Southerly along the West boundary of said Southwest quarter Northeast quarter 500 feet to the PLACE OF BEGINNING. Except ditch and road rights -of -way. Also except any portion lying within Ridenbaugh Canal. Parcel II An easement over and across the Northerly 30 feet of the Southwest quarter of section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee, that they are the owners in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantors will warrant and defend the same from all lawful claims whatsoever. Dated: 12/05/05 j0JMXS E4CAORF,Y� State of Idaho) County of Ada) On this of December, 2005, before me, the undersigned, a notary public personally appeared, Thomas E. McCrorey and Diane M. McCrorey known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are subscribed to the within instrument and acknowledged to me that he/sh the xecuted the same. '10118168f y •�``�,LE V,4�y'A 10 v :. OTAR O,- 4NotaryAblic BOAE.10 r Residing In: �•� - Expires: v 1 - pUBL �' ? . ''qTF OF 1� �.•`�. 7 3416— SECRETARY OF STATE 700 V&6T JE—RSON PO 90X $9720 soiSE,IO &7720.00DO No 14LOS FEE IF no MaMDEVELOW ENTLLc 3533 N MOLL OR EAGLE, iD 33619 2 Ragmsmd AWt wd Ofte NO PO 3533 N HOLL OR EAGLE, iO 83616 a. Umited U Afty Companies: Enter Names and Addresses of Metrr')ets. S�ee� o; P.D. AAdat6 � 31a�6 Z� QflkR Name —4 1 ; S� 5. Ortadzed Under me Lars d. 6. L IDAHO I Signature l _L W 34468 trams -� t __ Title 51100080t Issued 09101MO5 Do Not Tape or Staple STATE OF IDAHO ) COUNTY OF ADA ) AFFIDAVIT OF LEGAL INTEREST (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: jIkof hlvl D MOt"; Ll -A 0 we (name) T— (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 �Tn day of aes�—�"� 20 V ignature) SUBSCRIBED AND SWORN to before me the day and year first above written. NsIa — A (UL4 . 1 4 /,09 PL FOLD (N*otaPublifcr Idaho) r �p�AR P Residing at: My Commission Expires: j'UB1� �0 � P4; �r:�TE OF ��.••'� Submitted to: D E:-1 City of Meridian McMillen Engineering No. 1027.01 Reflection Ridge Subdivision Storm Drainage Report and Calculations Morton D. McMillen P.E. Project Manager McMillen Engineering, LLC June 14, 2006 McMillen Engineering ' ' C Reflection Ridge Subdivision r Table of Contents 1. Introduction..............................................................................................................................................1 1.1 Purpose.............................................................................................................................................1 1.2 Background......................................................................................................................................1 2. Design Criteria.........................................................................................................................................1 2.1 Road and Sidewalk Design Criteria.................................................................................................1 2.2 Storm Water Disposal Criteria.........................................................................................................2 2.3 Storm Water Facilities Criteria.........................................................................................................2 3. Drainage Analysis....................................................................................................................................2 3.1 Drainage Areas.................................................................................................................................2 3.2 Flow Calculations.............................................................................................................................3 3.2.1 Pre -Development Flows......................................................................................................3 3.2.2 Post -Development Flows....................................................................................................3 3.2.3 Storm Water Collection System..........................................................................................4 4.0 Storm Water Handling and Disposal......................................................................................................6 Storm Drainage Report and Calculations Page i McMillen Engineering ' ' C Reflection Ridge Subdivision 1. INTRODUCTION 1.1 Purpose The purpose of this report is to present the storm drain system design approach and calculations for the Reflection Ridge Subdivision Phase 1. 1.2 Background The Reflection Ridge Subdivision project consists of developing approximately 91 acres of land in four phases into approximately 255 residential lots and 23 common area lots. Phase 1 consists of developing approximately 73 residential lots located west-northwest of the West Wrightwood entrance to the subdivision. 2. DESIGN CRITERIA The design criteria used in developing the storm drainage runoff calculations and disposal systems are presented in the following paragraphs. The following references were used in developing the storm drainage design: • ACHD Development Policy Manual. • City of Meridian Standard Specifications and Drawings. • Geotechnical Report — Prepared by Materials Testing and Inspection, dated July 19, 2005. • FHWA Urban Drainage Design Manual Circular No.22. 2.1 Road and Sidewalk Design Criteria Road width is typically 36 feet measured from top back of rolled curb to top back of rolled curb as illustrated on Sheet 6 of the subdivision plans. The sidewalk is offset 8 feet from the top back of curb and sloped toward the roadway at 2%. Runoff from the sidewalk was assumed to infiltrate between the edge of sidewalk and the top back of curb of the roadway. The roadway cross slope is set at 2% while maintaining the minimum gutter slope of 0.4%. Maximum gutter slope and flow distance were selected to limit gutter velocities to a maximum of eight feet per second. Storm Drainage Report and Calculations Page 1 McMillen Engineering. ' ' C 2.2 Storm Water Disposal Criteria Reflection Ridge Subdivision The project is designed to retain and infiltrate all storm water on -site up to the 100-year runoff event. The drainage facilities have been designed to ACHD standards including maintaining at least a 12 foot travel lane at the 25-year runoff event. The disposal locations were determined as part of the preliminary plat process based on the roadway locations and lot layout. 2.3 Storm Water Facilities Criteria The pipe velocities are maintained between 2 and 8 feet per second. Catch basins and storm water manholes all have sumps of one -foot. Each of the disposal systems with catch basins includes sediment and grease traps as treatment methods. The surface collection and disposal sites use vegetated swales or sheet flow across vegetated areas. 3. DRAINAGE ANALYSIS 3.1 Drainage Areas The project site for Phase 1 was divided into 12 areas as shown in Sheet 29 of the Reflection Ridge Subdivision Phase 1 (attached). Area Acres Street Description Area 1 0.64 Radiant Ridge from 29+96 to Luminous Way 23+91 Area 2 0.76 Casting Light Way from 26+48 to Shimmering St. 14+50 Area 3 0.74 Luminous Way from 17+60 to 23+91 Area 4 0.25 Casting Light Way through Traffic Circle Centerline 24+50 Area 5 0.51 N/A Area 6 0.40 West Wrightwood Drive from 24+50 to 20+38 Area 7 0.44 Luminous Way from 17+60 to 12+65 Area 8 0.24 Dazzle/Luminous Way from 12+65 to 10+00 at West Wrightwood Area 9 0.23 North Side of West Wrightwood Drive from 20+38 to 14+66 Area 10 0.26 South Side of West Wrightwood Drive from 20+38 to 14+66 Area 11 0.50 West Wrightwood from 10+00 to 14+66 Area 12 0.18 West Side of Shimmering Street from 10+00 to 14+50 Storm Drainage Report and Calculations Page 2 McMillen Engineering ' ' C Reflection Ridge Subdivision The drainage areas were determined from the topographic map used to develop on Sheet 29. The flow from each drainage area was then routed to the stormwater disposal sites via the streets and conveyance system. 3.2 Flow Calculations The storm drainage analysis was developed for pre -development and post -development conditions. The analysis was completed using a spreadsheet model. The flow calculation procedures used to develop the spreadsheet model are presented in the following paragraphs. 3.2.1 Pre -Development Flows Pre -development flows from undeveloped areas will be constrained on site by the roadway and embankments. The site grading and street profiles contain the undeveloped drainage within the undeveloped area footprint. As the lots are developed, on -site storm water disposal measures will be required for each lot. 3.2.2 Post -Development Flows Post -development flows are calculated using the Rational Method (equation 3-1 FHWA Urban Drainage Design Manual Circular No.22): Q=CIA (3-1) Q = .flow (ftys ) I = Intensity (in1hr) C = runoff coefficient A = drainage area (acres) Key assumptions of the Rational Method are: • The rainfall intensity is the same over the entire drainage area. The rainfall intensity is uniform over a time duration equal to the time of concentration (tc). The time of concentration is the time required for water to travel from the hydraulically most remote point of the basin to the point of interest. To satisfy these assumptions, the time of concentration was calculated using equation 3-6 in the FHWA Urban Drainage Design Manual Hydraulic Engineering Circular 22. Equation 3-6 states: Storm Drainage Report and Calculations Page 3 McMillen Engineering. ' ' C Reflection Ridge Subdivision T� _ �T; (3 -6) _ L �`' 6W V = KC r,0.5 S 0.677+0.67 (4 -13) n J� �C Kc =1 T; = traveltime for segment i, (min) L = flow length for segment i, (ft) V = velocity for segment i, (ft / s) (shallow concentrated flow) n = Mannings Coefficient = 0.016 S, = Longitudinal Slope Sx = Cross Slope T = Width of Spread 3.2.3 Storm Water Collection System Velocities were calculated for both the gutter and pipe systems in the attached spreadsheets (Appendix A: CB Spacing and Pipe Sizing Worksheets) and the maximum velocity was used (providing the shortest time of concentration) to compute the total travel time for the drainage area. A minimum time of concentration of 5 minutes was used. Using the calculated time of concentration, the rainfall intensity of the 25-year storm was determined from the Idaho Transportation Department Rainfall Intensity -Duration -Frequency Curves for Zone A (Appendix A). Rainfall intensity was calculated to be 2.7 in/hr in Area 1. The drainage area is based on the final right-of-way and roadway improvements. For purposes of this analysis, only the impervious area is included in the calculations. A run-off coefficient of 0.95 will be used for the impervious pavement and sidewalk. The following 25-year cumulative run-off flows were calculated (Appendix A: CB Spacing) as well as the 100-year runoff volumes. Area (ac) 25-year Runoff Flows (cfs) 100- year Runoff Volumes (ac-ft) Area 1 0.64 1.6 0.12 Area 2 0.76 1.9 0.14 Area 3 0.74 1.9 0.14 Area 4 0.25 0.6 0.05 Area 5 0.51 1.3 0.09 Area 6 0.40 1.0 0.07 Area 7 0.44 1.1 0.08 Area 8 0.24 0.6 0.04 Area 9 0.23 0.6 0.04 Area 10 0.26 0.7 0.05 Area 11 0.50 1.3 0.09 Area 12 1 0.18 0.5 0.03 Storm Drainage Report and Calculations Page 4 McMillen Engineering. ' ' C Reflection Ridge Subdivision Inlet type and placement was determined through analysis of flow quantities, gutter flow spread, and critical location placement per FHWA Urban Drainage Design Manual Hydraulic Engineering Circular 22 guidelines. Inlets were placed to limit the width of gutter flow spread and maintain one 12 foot lane open in both directions at all times. Inlets on grade were designed to reduce the flow spread and contain runoff between critical locations. Interception capacity and flow spread for grate inlets on grade was calculated as follows: Q=EQ (4-21) E=(RrE.)+RS(1—E.) (4-20) RS = 1 is K�V (4-19) 1 + Sx L 2.3 Rf S1, Rf=1—K,(V—Vj(4-18) W 2.67 Eo=1—�1—T1 (4-16) JJ 0.375 T = � (4 — 2) os Km Sx SL Kc = 0.09 V = Velocity in gutter Vo = Splashover velocity (chart 5) W = Width of grate T = Total spread of water Upon collection of the runoff through inlets, a network of pipes conveys the runoff to a discharge point. In designing the pipe conveyance system, each individual segment was analized for critical features such as: Invert elevation at inlets/outlets, minumum cover, flow capacity, slope, and maintainability. All inlets are designed as Type 2 or 3 with a minimum depth of I.E. below TBC (top back of curb) of 3'-0". Minimum cover is designed to be 1.5' with exceptions taking place only in critical location and special circumstances (such as the Phyllus canal crossing). Minimum slopes for individual segments of pipes are as follows: Pipe Diameter (ft) Min Slope 1 0.0022 1.5 0.0012 2 0.0008 3 0.00046 Storm Drainage Report and Calculations Page 5 McMillen Engineering. ' ' C Reflection Ridge Subdivision Pipe capacity was designed as follows: KQ 2.67 o s So = Slope of the hydraulic grade line Q=—D So �7-1� n D = Storm drain Diameter KQ = 0.46 n = Mannings Coefficient The attached spreadsheet includes the calculations for each reach of pipe. 4.0 STORM WATER HANDLING AND DISPOSAL All water is discharged to one of four areas as shown on Drawing 29 and the Roadway Sheets 7-14. These areas are located to provide 3 feet of clearance between the high water table and the invert of the pond. The ponds are sized to provide 100-yr runoff capacity for the Phase 1 development as well as future phases of the project. The geo-technical report from Material Testing and Inspection dated July 19, 2005 includes a recommendation of 8 inches per hour for infiltration of storm water. Our analysis sized the ponds to provide storage for the 100-year runoff event without considering the infiltration during the runoff. This provides a more conservative pond sizing and will allow lower frequency pond rehabilitation. Storm Drainage Report and Calculations Page 6 McMillen Engineering C Reflection Ridge Subdivision Appendix A. Calculations Storm Drainage Report and Calculations Page 7 O u X Z Q� N N nrrn N N N N nn N n N n N rn N N n N n N n N n N r N r N nn N N n N r N n N N rr O 1+i of of ai vi ci ai ri of vi 1+i of ai ri vi ai 1+i 1+i of to ri vi ci F Q a c 8888 88 8 8 88 8 8 Iqi 8 Qi $ 88� 8 $ �� o LL N N N N N lh N N 06 m N N (7 N 1() h In N m Uj N N Il1 Z 1- J r p pp 1n 10NN pp pp pp pp 1010 oo N p 10 oo NN pp pp 10 pp IO 10f1 oo N oo N p 10 ppp NIO pp N p N pp N pp pp NI(J J Z_ N N lV fN N tV fV fV fV IV !V fV N tV N N N fV N N 1V !N {V C op p 111 IA pp N Si pp 8 QQ N po N pp N pp N pp In p 1n oo N pp N pp IA p 1n pp N p In pp N pp IA pp N pp pp N IA C m O Y a 0 N N N N N N H N N N N N N N N N N N N d tp NNVY NN {y 11d' m 8 N 8n v p $ p Ili, p $ p 8 a T,, m 8O v a p cp 8O M N fV N 14 N lV N O r !h 1n p 9 C O O O O O O ^ O O O O O m N a D GO 0 N N N a p C G C C G G C G G G G G d G G C C ci C d o O O C o O G d Z v p ` F. ;� n n m m N N a0 m r n m m n a W n N l0 V O ' ' eD O r 66 N IH 16 1(f wi 0 n d 111 N vi fA O Z 8 8 m n n n o N N s m o000 8 0 00 S S S o S 8 v°ii 10 88 I+l ooc0 00 0 0 00 0 0 0 0 0 0 00 d 0 0 o0 t- 881818 88 8 8 88 8 gg 8 8 8 8 888 888 N p co'ooNo So o S' S'"oI SI S' o 0 o SI oob" Soo S' S'S 0 0 0 o c 0 0 0 y (0p {0p ICJ Ili, (0p (0p 1(i, 1(i, (0p 1[i, 1°ii (0p 1(i, f0p (0p (0p 1(i, (0p 1(i, (0p Yi, (0p Ili, II1 (0p 1fi, 1oii, (op 1!i mo Yi, (0p y0 1n, rmi, 0000 00 0 0 , 00 0 0 0 0 0 0 00 0 0 0 00 m m m m com m m com com m m m m CD m m m m m 0000 00 0 0 00 0 0 0 0 0 0 00 0 0 0 00 ooco 0c o 0 00 0 0 0 0 0 0 co 0 0 0 od d E o"dS'o 80 � a o0 8 8 8 8 0 °r' S a >Y ddod dd d 0 00 0 0 0 0 0 0 d d d E lui Zvi n g '�d� a a Q�rpp °�i °i l9i 1�i va va O laNp Cy V Y II�O t+Nl p1 A Cp N W m t0 f0 f0 t0 imp a f0 f0 �y f0 N N U CGGIC� CC O G o lti GG G C f0 fND CG VVMI% nrVY8 p Idd mC 8 (opfaV 8 fO a N aN m00O C7Y (0 8 O O d O O N C fNO o 0 O f0 N d d 888$ 88 8 8 88 8 t 8 8NNN F"E OiW N N NN 10 Np N N ' O! 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REFLECTION RIDGE PHASE 1 DESCRIPTION A Powm of 7M NoRTH % of Tw SounwAsir A SEcmm 30, Tovjmsw 3 MoRTK RAME 1 EAsT, BME , ADA CouNW, II)AM • • • t • • t • t •� t • t :y. art • t • .. ,,• • t • - ..� T-"m along the East-West cerder km of Section aTf 2,622-77 feet to a fouind 518 inch ret" with Plastic cap stamped -BRIGGS PLS499W marking te East % Comer 1 0.• thence Wong the Easterlyboundary of : rt • 1 South 1 1 " 1 1 distarm of 1,326.13 fed to a found 508 inch rebar with no cap (set plastic cap stamped IFLSI PLS 7612-) marking the South Me cOmer common to Sections 29 and 30, the TRUE POM'T OF thence along the South 1/16J1i im of Section 30, South 89'4651' West, a ice of 1,329-28 feet to a set 5/8 inch rebar with plastic cap stamped `FLSI PLS 7612"; thence North 35*53'31' West, a distance of 137.81 feet to a set 5/8 inch rebar with plastic cap stamped 'FLS1 PLS 7612% thence North 63*1T18' West, a distance of 108-63 feet to a set 5/8 inch rebar with plastic cap stamped 'FLSI PLS 7612"; thence North 31'0649' West, a ice of 62.00 fleet to a set 518 inch rebar with plastic cap stamped 'FLSI PLS 761T at the beginning of a non4angent curve to the right; thence along said non -tangent curve to the right having a length of 66-16 feet, a radius of 369.00 feet, a center angle of 10'16`22', tangents of 33-17 feet, and a"chord vd*:h bears South 64'01'22' West, a distance of 66.07 feet to a set 5/8 inch rebar with plastic cap stamped 'FLSI PLS 7612'; thence North 2WOCO5' West. a wee of 61.29 feet to a set 5/8 inch rebar with plastic cap stamped ^FLSi PLS 7612"; thence North 33040'58' West, a distance of 220-00 feet to a set 5/8 inch rebar with plastic cap stamped 'FLSI PLS 7612% them North 45'50'45' West, a distance of 425 29 fleet to a set 5/8 inch rebar with Plastic cap stamped `FLSI PLS 7612'; thence South 44`09'15' West, a distance of 130_ cap stamped `FLSI PLS 7612' at the beginning of a rim -tangent cxxw to the rrghtt 1It 20.00 feet, a central angle of 67°49'00", tangents of 13-44 feet, and a long chord which bears North 03'06'25' East, a distance of 22-31 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612"; thence North 37000'57" East, a distance of 83.377 feet to a set of a curve to the in rebar with plastic cap stamped "FLSI PLS 7612' at the begs thence along said curve to the left having a length of 18.32 feet, a radius of 531.00 feet, a c N*A angle of 1658'37', tangents of 9.16 feet, and a long chord which bears North 36'01'3T East, a distance of 18-32 feet to a set 5/8 inch rebar with plastic cap moped "FLSI PLS 7617-1 thence North 54'5740' West, a dunce of 62-00 feet to a set 5/8 loch rebar with plastic cap stamped `FLSI PLS 7612' at the beginning of a non -tangent curve to the left; Oxmce along said non -tangent curve to the left having a length of 304-33 feet, a radius of 469-00 feet, a central angle of 37"10'45', tarigents of 157-74 feet, and a long chord which bears North 16026'57' East, a distance of 299-02 feet to a set 5/8 inch rebar with plastic cap stamped `FLSI PLS 76120; thence North 02O08'25' West, a distance of 72.48 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7617 at the beginning of a curve to the M thence along said curve to the left having a length of 31.42 fleet, a radius of 20-00 feet, a central angle of 90-WO(', tangents of 20.00 feet, and a long chord which beams North 4rO875' West, a distance of 2828 feet to a set 5/8 loch rebar with plastic cap stamped "FLSI PLS 7617; #wnce North 02"O8'25" West, a distance of 62-00 feet to a set 518 inch rebar w ih plastic cap stamped 'FLSI PLS 7612' at the begkw*V of a non4angent curve to the left; thence along sad non -tangent curve to the left having a lerhgth of 31.42 feet, a radius of 20-00 feet, a central ante of 9(rOO . tangents of 20.00 feet, and a long chord which bears North 42*51 W East, a distaricee of 28-28 feet to a set 518 inch rebar with plastic cap stamped `FLSI PLS 7612'; thence North 88016'51' East, a distance of 62-00 feet to a set 5/8 inch rebar with plastic cap "FLSI PLS 7612' at the beginning of a non4angerd curve to the lei thence along said norkangent curve to the left having a length of 30.32 feet, a radius of 20.00 feet, a central angle of W5tY48`. tangents of 18-93 feet, and a long chord which bears South 45"3349' East, a distance of 27.50 feet to a set 5/8 inch rebar with plastic cap stamped `FLSI PLS 761T at a porgy of reverse curvahm. theme Wong said remise curve to the right Craving a lethgth of 59-79 feet, a radius of 281.00 feet: a centres angle of 12*117W, tangents of 30-01 feet, and a long chord which bears South 820532W East, a distance of 59-68 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612'; thence North 44*W15' East, a disianoe of 160.01 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612' on the Southerly Rig Way of the Ridenbaugh Canal; South 45050'45" East, a distance of 1,025.49 feet to a set 5/8 inch rebar with plastic cap stamped `FLSI PLS 7612' at the beginning of a curve to the left; along said curve to the left having a l w*M of 279-14 feet, a radius of 800.00 feet, a central angle of 19*59'31', tangents of 141.00 feet, and a long chord which bears South 55"5Q'31' East, a distance of 277.72 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612' South 65050'16' East, a distance of 417-14 feet to a set 518 inch rebar with plastic cap stamped 'FLSI PLS 7612' at the bang of a curve to the left; along said curve to the left having a length of 282.05 feet, a radius of 300.00 feet, a central angle of 53"52'04', of 152.42 feet, and a long chord which bears North`87 13 42" East, a distance of 271-78 feet to a set 518 inch rebar with plastic cap stamped LS 7612'; North 60r 17'40' East, a distance of 201.31 feet to a set 5/8 inch rebar with plastic cap stamped '°FLSI PLS 7612' on the Easterly boundary of Section 30; cant rwrg 1,157,633 square feet (26.575 acres), more or less. NOTE: The rnonu men3s reftmred to as set in this desaiption are to be set prior to the recording of the Plat of Rein Ridge_ Fox Land Surveys, Inc. Tmdhy J. Fox, President, PLS 7612 T.W-b j AMMCTSUOOY05-02E_PRRPR IDFSC.DOC REFLECTION RIDGE SUBDIVISION STATEMENT OF CERTIFICATION As the applicant's engineer, I certify that all finish street centerline elevations are set a minimum of 3 feet above the highest established normal groundwater level. Morton D. McMillen, P.E. Principal Engineer STEgFo 1, 6A3, Of`OPr� �` N Dta161' 06/15/2006 THU 16:05 FAX 2089394445 The Land Group Q 001/002 PRELIMINARY 10/6/2005 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: REFLECTION RIDGE SUB AGENCY and AGENCY FILE NO: Meridian: PP 05-048 SECTION/ TOWNSHIP/ RANGE: 30 3N 1E DEVELOPER: THE LAND GROUP 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. AMITY RD , • S. LOCUST GROVE RD 'E. WRIGHTWOOD DR E. WRIGHTWOOD CT THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: S. BENCH PL E. CASTING LIGHT DR S. DAZZLE WAY ' 'E. IMPRESSION ST ' LUMINOUS S. MORNING GLOW AVE 'S. MORNING GLOW PL ' 'E, RADIANT RIDGE DR S. SHIMMERING WAY . E. SOLEMN LIGHTS DR 'S. MEMORY RIDGE WAY THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: Reflection Ridge, Northern Lights, Twilight Ridge are over 13 letters. THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: Please choose new names for Northern Lights and Twilight Ridge. Please add E. Amity Rd to the plat. Please add directions to all streets. S. Shimmering Way shall replace Shimmering St. E. Casting Light Dr shall replace Casting Light Way. E. Wrightwood Dr shall replace Reflection Ridge Dr. E. Radiant Ridge Dr shall be the entire street to Locust Grove. Luminous is an approved name however Luminous/Shimmering needs to be just one name, please choose which one. Please choose a new name for the north street that starts at the roundabout and intersects with E. Radiant Ridge Dr. Please choose a new name for the south street stub on E. Wrightwood Dr. 06/15/2006 THU 16:06 FAX 2089394445 The Land Group U002/002 2 OF 2 Reflection Ridge Sub NOTE: IF THERE ARE CORRECTIONS AND CIiANGES 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 John Priester 1.� DATE_ A14 MERIDIAN Representativ DATE FIRE DEPARTMENT Representative DATE ADA COUNTY HIGHWAY DIS. Representative DATE D D ADA COUNTY SHERIFF Representative r..- DATE NUMBERING OF LOTS AND BLOCKS V�/�s �n, DATF:� J. Street Appro ai Sent: o/ SS: u Page of Project MIMCMILLEN Description Date ENGINEERING Prepared By Checked Job No. V X