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HomeMy WebLinkAboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST Project Name: Bienville Square Subdivision File No. FP 07-012 Contact Name: Bob Unger Phone: 472-9219 Date Received from Planning and Zoning Department: April 18, 2007 Planning and Zoning Level: Hearing Date: ❑X Transmittals to agencies and others: ❑X Notice to newspaper with publish dates: ❑ Certifieds to property owners: ❑ Planning and Zoning Commission Recommendation Notes: City Council Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: and ❑ Approve ❑ Deny Hearing Date: May 15, 2007 April 19, 2007 and ❑ Certifieds to property owners: N/A ❑ City Council Action: ❑ Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: RevcluC', Original Res/Copy Cen: Minurebook ❑ Approved by Council:CiNE^°'nee, CopY Res/CoEnCart CiN Clerk ElCityAttomey Copies Disbursed: CiNPlanner sre"�'fie5 Proj°ec°°t File El Findings Recorded Deputy Clerk °'°�R�'°"°'"a'°e"' Am County (CPAs) Applcant (non -CPAs) Development Agreement: Origin& Minulebook Ong,,M'Wnuteb-k ❑ Sent for signatures: Copies to C. Clerk starers Ator. Stem rreasprer.,wdtor.Ae—r. Signed by all parties: ❑ Stewing t o fi— ly CI ngu,. city EEngineer. ❑ Approved by Council: CiNPlanner I -It Appl[ant (it appl.) ❑ Recorded: Deputy Clerk Flndn� Mate". Original'. MinureDook ❑ Copies Disbursed: Copies U. ADpecant ayEn n. Pr City Engineer City Planner Ordinance No. Resolution No. CityAtbmey Deputy C['M "Record VAcatlon Flndnpc ❑ Approved by Council: RecordedDevelopmentApraeme— 0"9ina1F✓ep,o fHe Copies re.Apt ecant Recorded: Deadline: 10 days ❑ "t Alee, Ci,PN"ENPI ne CiNPlanner Published in newspaper: ❑ CaykDwuly mey D�pN°� ❑ Copies Disbursed: Notes: CITY OF � �}_i=: CITY YIV� TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN IDAHO tiT TREASURF.V Y - To insure that your comments and recommendations will be considered by ,'903 the Meridian City Council please submit your MAYOR comments and recommendations to Meridian City Hall 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 888-6854 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: May 8, 2007 Transmittal Date: April 19, 2007 File No.: FP 07-012 Hearing Date: May 15, 2007 Request: Final Plat approval for 52 single-family residential building lots, 22 multi -family lots, 7 commercial lots, 2 private road lots, and 7 common lots on 27.36 acres in R-8, R-15, and C-G zones for Bienville Square Subdivision. By: Red Cliff Development, Inc. Location of Property or Project: 2935 North Eagle Road Vacant (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 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) Vni it rnnrice Remarks' Meridian School District (No FP) Meridian Post Office(FP/PP only) Ada County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,cUP) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Meridian Development Corp. Historical Preservation Comm. 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 Hearing Date: May.W,, 2007 File No.: FP-07-012 Project Name: Bienville Square Subdivision Request: Final Plat approval for 52 single-family residential building lots, 22 multi -family lots, 7 commercial lots, 2 private road lots, and 7 common lots on 27.36 acres in R-8, R-15, and C-G zones by Red Cliff Development, Inc. Location: 2935 N. Eagle Road in the NE 1/4 of T. 3N., R. 1E., Section 5. -ar-ACET V APR 1 -. City Of Mendiai; City Clerk Office X Ov le, 7 J IDAHO i- Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Alternative Compliance ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Design Review (] Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat ❑ Private Street ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other STAFF USE ONLY: File number(s): ��" U� — 12.. Project name: `J(-r_nvl l I&�+ Date filed O 't' Date complete: q Assigned Planner: Related files 2" 6S': d'S44, P a9�6 S"2, V A-P_ -057 0 23, Hearing date.`✓'7 �❑ Commission WCouncil' Applicant Information Applicant name: Red Cliff Development Inc Phone: 208.472.9219 Applicant address: 2060 S. Emile Road Meridian Idaho Zip: 83642 Applicant's interest in property: 0 Own ❑ Rent ❑ Optioned ❑ Other Owner name: Please see Affidavit of Legal Interest Phone: Owner address: Zip: Agent name (e.g., architect, engineer, developer, representative): Michael D. Wilson AICP, Land Planner Firm name: Stanley Consultants Inc Phone: 208.472.9219 Address: 1940 S. Bonito Way Suite 140 Meridian Idaho Zip: 83642 Primary contact is: El Applicant ❑ Owner ❑ Agent ❑ Other Contact name: Bob Unger Red Cliff Development Inc Phone: 208.472.9219 E-mail: bunger@redcliffdev.com Fax: 208.955.0057 Subject Property Information Location/street address: 2935 N. Eagle Road Meridian Idaho 83646 Assessor's parcel number(s): S 1105110220 and S 1105110350 Township, range, section: T. 3N. R. 1E. Sec. 05 Total acreage: 27.36 (20.41 Res 6.95 Commercial) Current land use: Vacant land. Current zoning district: R-8 R-15 and C-G 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 Project Description Project/subdivision name: Bienville Square Subdivision General description of proposed project/request: Mixed -use development consisting of a mix of residential product including single-family and multifamily residential and retail/commercial uses. Proposed zoning district(s): R-8 R-15 and C-G Acres of each zone proposed: R-8 (11.10 acres), R-15 L04 acres and d C-G (7.22 acres). Type of use proposed (check all that apply): 0 Residential 0 Commercial 0 Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable):Please see narrative included with this application. Who will own & maintain the pressurized irrigation system in this development? Bienville Prgperty Owners' Assoc. Which irrigation district does this property lie within? Nampa -Meridian Irrigation District. Primary irrigation source: Milks Lateral Secondary: City water. Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): 1.91 acres. Residential Project Number of residential units: 52 single-family, 88 condo units Number of building lots:� `ttestdential lots. Number of common and/or other lots,,Ac mmon 2 private road lots (shared with commercial uses) Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: To be determined (TBD) 2 or more Bedrooms: TBD Minimum square footage of structure(s) (excl. garage): TBD Proposed building height: TBD Minimum property size (s.f): 4 000-5,000 s.f.. Average property size (s.f.): 7,616 s.f. Gross density (DU/acre-total land): 6.86 DU/acre (res. area) Net density (DU/acre-excluding roads & alleys): 9.62 Percentage of open space provided: 11.56% Acreage of open space: 2.36 acres Percentage of useable open space: 11.56% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 2.36 acres Type of dwelling(s) proposed: 0 Single-family ❑ Townhomes ❑ Duplexes 0 Multi -family Non-residential Project Summary (if applicable) Number of building lots: 7 Other lots: 10 shared with residential Gross floor area proposed: 65,000 s.f. Existing (if applicable): not applicable Hours of operation (days and hours): TBD Building height: TBD Percentage of site/project devoted to the following: Landscaping: TBD Building: TBD Paving: TBD Total number of employees: TBD Maximum number of employees at any one time: TBD Number and ages of students/children (if applicable): not applicable Seating capacity: TBD Total number of parking spaces provided: TBD Number of compact spaces provided: TBD Authorization Print applicant nam Applicant signatur Phone: Date: Z, -IU in l / 2fyI0 ;7 660 E. 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I o N D z &' i t N Dr��" o c m cn �• I I 2\ � p•• o o 9A I 0Z m Z'� Z f�1 m�1fL - m l • _ O m,�� rROFEss m m D m m i to P G g 36 a -m-i O 2 0 O xs ?10} ir rye97 4Fl. i�il i v CH'mu -. .19 � J. .� r= 7iv77iv7 ��� ��!I ,may ���) .1.n ' 1'• �I� .I 0 s Q�ps Tf Hi II �6uyc < rlt4 m O z '. i3:F i71333FyE7 `g i3 �iilt3r�ip� fi ii$(� �(■tt'iIIQ�� R tFl EB !3 E ��'EE(t}E � IT i 11g fill 777, 1 y� m fill? Q��il fill fill WON, � EEEEEEEE " as aaa•-�-aaa �F ��� EEFE � 2q ozir- > it 3 \ al NUNN BIENVILLE SQUARE MERIDIAN, IDAHO ,r Office/ Retail/ Commercial Qw7 I! I '1 GeV—_ I WWI I ® gall milk BIENVILLE SQUARE r4w, MERIDIAN, IDAHO n q Hill; WWHIT t 1AN111 � a Z i9 r �I nR&RnS�TM,Tn a ��xiFaa Z7 [ r-° >` ��€$°�;i I ���;.o =NEQUARE �tg ,, N 5 �� 3 R, AHO xa� f umnn� Stanley Consultants INC. A Stanley Group Company Engineering, Environmental and Construction Services - Worldwide January 26, 2007 City of Meridian Planning Department 660 E. Watertower Lane, Ste. 202 Meridian, Idaho 83642 Dear Staff: Subject: Bienville Square Subdivision Final Plat Application Stanley Consultants, Inc. is pleased to submit to the City of Meridian the final plat application for Bienville Square Subdivision. Bienville Square Subdivision will be located on 27.36 acres and will consist of a mix of open space and common lots, retail/restaurant/office uses in addition to a mixture of residential product including attached, detached and alley -loaded residences. The proposed development is approximately one quarter t/4 mile south of Ustick Road on the east side of Eagle Road (State Highway 55). The applicant has indicated construction on the proposed project will begin as soon as approval is granted by the City with a completion of all improvements scheduled around October, 2007. The City of Meridian City Council took final action on the preliminary plat (PP-05-059), annexation and zoning (AZ-05-057), rezone (RZ-05-019), private streets (PS-05-002), and conditional use permit (CUP- 05-052) for Bienville Square Subdivision on May 02, 2006. A variance (VAR-06-018) was also included with the original application, but the City Council did not take final action on the variance until October 03, 2006. The applicant was seeking a variance from Section 11-3H-4 of the Unified Development Code (UDC) in order to allow full access to Eagle Road (State Highway 55). The City Council granted a variance allowing a temporary, full access driveway to be located approximately 880 feet south from the centerline of the intersection of Ustick and Eagle Roads. The temporary access will revert to a right in/right out driveway at such time the public street providing access to and from Ustick Road becomes available to the proposed development. The Idaho Transportation Department (ITD) granted the applicant an access permit (3-05-066) on October 26, 2006. The final plat submitted with this application shows the approved access to Eagle Road. The Bienville Square Final Plat consists of ninety two (92) total lots. Of the 92 lots, there will be fifty two (52) single family residential lots consisting of twenty (20) lots with front on garage access from N. LeBlanc Street and thirty two (32) alley -loaded lots. The final plat also contains Sven (7) commercial � lots, twenty three condominium lots, two (2) private road lots, and4rg}rtXpi6perty drainage/open space lots. The gro s acreage for the entire project is 27.40 acres. The residential portion of the project contains 20.41 acres. The gross residential density is roughly 6.86 dwelling units/acre. The net acreage of the residential portion of the project is 14.56 acres with a density of 9.62 dwelling units/acre. 1940 South Bonito Way • Suite 140 • Meridian, ID 83642 • phone 208.288.0573 • fax 208.288.0574 www.stanleyconsultants.com City of Meridian January 26, 2007 Page 2 Submitted with this final plat application is a Landscape Plan prepared by a Licensed Landscape Professional with the State of Idaho. The landscape plan demonstrates compliance with the landscape requirements set forth in the Unified Development Code (UDC). The submitted landscape plan details the following amenities: A clubhouse, swimming pool, picnic tables and barbeque pits generally within Lot 42, Block 1; a volleyball court generally within Lot 34, Block 1; and, a basketball court and horseshoe pits within Lot 23, Block 1. Other amenities include a tot lot south of the clubhouse. The tot lot will include swings, slide, and a jungle gym. The proposed development includes a 7 foot wide pathway system for interconnectivity within the development and for recreational use by the Bienville property owners. The final plat is in substantial conformance with the approved preliminary plat as the final plat does not include an increase in the number of buildable lots or any reduction in the amount of open space. The overall percentage of open space is based on the gross density of the residential portion of the proposed development, which is 20.04 acres. The amount of open space and percentage of open space does not include any landscape buffers as requested in the staff report for the hearing date of May 02, 2006. The total acreage of useable open space within the common lots is 2.36 acres or 12 percent of the residential area. Along with providing a brief description of the proposed project the additional purpose of this letter is to provide the City with a statement as to how the final plat conforms to the approved preliminary plat and how the project complies with all of the requirements set forth in the Unified Development Code (UDC). Construction plans are included with this application demonstrating compliance with engineering, architectural and surveying requirements. The following outlines how the proposed development complies with the conditions of approval set forth by the City of Meridian: C. Conditions of Approval 1 Planning Department SITE SPECIFIC REQUIREMENTS--(Bienville Square) 1.1.1 Noted. The number of alley -loaded lots has been reduced from thirty four (34) shown on the approved preliminary plat to thirty two (32) shown on the final plat. 1.1.2 Lot 1, Block 1 and Lot 23, Block 1, are shown on the final plat as common lots for a 30 foot wide landscape buffer along the south and west boundaries of the development. The buffer areas will contain materials in accordance with UDC 11-3B as evidenced by the submitted Landscape Plan prepared by a licensed landscape professional. The landscape plan depicts the multi -use pathway as shown on the master site plan. Said pathway will comply with UDC 11-3A-8 as required. 1.1.3 The final plat depicts a 35-foot wide landscape buffer along Eagle Road. The 10-foot wide landscape buffer required along both sides of W. Bourbon Street and N. Cajon Court may no longer be applicable as the proposed layout of the project has been modified to accommodate the right in/right out to Eagle Road approved by the Meridian City Council as a variance and further approved by the Idaho Transportation Department (ITD). 1.1.4 A landscape plan prepared by a licensed landscape professional has been submitted with this final plat application. 9-00 !— mmor a h, �0� 11-.� %W'0=70) City of Meridian January 26, 2007 Page 3 1.1.5 See landscape plan for a detailed fencing plan. 1.1.6 Noted. 1.1.7 Revised copies of the landscape plan are submitted with this final plat application. 1.1.8 See Note 2 on the face of the final plat. 1.1.9 Noted. 1.1.10 Noted. 1.1.11 Noted. 1.1.12 Noted. 1.1.13 An irrigation pump station or facility is proposed between lots 53 and 54. The pump station will be location on a separate nonresidential utility lot and will be located outside of any required street buffer. Please refer to the final plat. 1.1.14 All existing structures including the existing dwelling have been removed from the site. 1.1.15 Cross access/cross parking agreement(s) have been provided. Please see Note #9 on the final plat. 1.1.16 A right inhight out access point is provided to Eagle Road. On October 26, 2006, the Idaho Transportation Department granted approval of Permit No. 3-05-066, enclosed with this submittal. The City Council granted a variance for the access point on October 03, 2006. 1.1.17 Noted. 1.1.18 A Stormwater Pollution Prevention Plan (SWPPP) has been prepared for the site. 1.1.19 Compaction test results are included in the construction drawings for submittal to the Meridian Building Department. GENERAL REQUIREMENTS —PRELIMINARY PLAT 1.1.20 Sidewalks will be installed within the subdivision pursuant to City Code and as required by the Ada County Highway District (ACHD). Please see the submitted construction drawings. Sidewalk construction notes are on the plans. 1.1.21 Please see the submitted Landscape Plans for consistency with the preliminary landscape plans with modifications as proposed by staff. 1.1.22 As noted on the construction plans, all areas approved as open space are free of wet ponds or other such nuisances. The seepage beds located in common areas are designed to allow for landscaping such as grass or other plantings. 1.1.23 The detailed fencing plan is shown on the Landscape Plans submitted with this final plat application. 1.1.24 Noted. The Landscape Plan submitted by The Land Group indicates there are no significant trees located on the subject property. 1.1.25 All irrigation ditches, laterals or canals will be tiled as shown in the construction plans. Plans have been approved by the Nampa -Meridian Irrigation District. City of Meridian January 26, 2007 Page 4 1.1.26 Noted. 1.1.27 On May 02, 2006, the City Council issued a final action on the preliminary plat. The final plat submitted with this application is presented to the City well within the two year window for approval and recording of the final plat. Public Works Department 2.1 The municipal sewer for this project will be extended from Ustick Road as evidenced on the submitted construction plans. 2.2 Please see construction plans. 2.3 Please see construction plans. 2.4 We are working with City staff regarding the water line construction. 2.5 All easements will be submitted with the appropriate exhibits after the construction plans are approved. 2.6 The applicant has indicated the pressurized irrigation system will be owned and operated by the Bienville Square Subdivision Property Owners Association. Plans and specifications will be provided along with the construction plans. A final draft of the operations and maintenance manual will be presented to the City Engineer prior to final plat signature. 2.7 The pressure irrigation system will be supplied by the existing Milks Lateral which flows across the property. The secondary source is proposed from a single point connection to City water. 2.8 All existing structures have been removed. 2.9 Please see the submitted construction plans. All tiling will be completed per the requirements of the Nampa -Meridian irrigation District. 2.10 Noted. 2.11 Drainage plans and calculations are included with this final plat application for review and approval. All storm runoff from public and private streets will flow to seepage beds. The enclosed drainage report covers all improvements. Drainage plans for the commercial lots will be submitted to the City under separate development applications to the City. 2.12 All required improvements will be in place prior to applying for building permits. 2.13 Noted. 2.14 Noted. 2.15 All required fees are included with the final plat application submittal. 2.16 Noted. 2.17 A SWPPP has been prepared as required by the Environmental Protection Agency (EPA). No NPDES permit is required. 2.18 A joint 404 application has been completed and submitted to the Army Corps of Engineers and the State of Idaho. 2.19 Noted. City of Meridian January 26, 2007 Page 5 2.20 Noted. 2.21 Noted. 2.22 Required certification is included with this final plat application. 2.23 Noted. 3 Meridian Fire Department 3.1 Noted. 3.2 Proposed fire hydrant locations are shown on the construction plans and will be submitted to the Meridian Fire Department for final approval. 3.3 Noted. 3.4 Please see enclosed construction plans. 3.5 Noted. 3.6 Noted. 3.7 Noted. 3.8 Noted. 3.9 Noted. 3.10 Noted. 3.11 Noted. 3.12 Noted. 3.13 Noted. The City Council has granted approval of the preliminary plat application. This item would have been clarified prior to the City Council taking action on the preliminary plat. 3.14 Noted. 3.15 Noted. 3.16 Noted. 4 Police Department 4.1 Construction plans have been submitted to ACHD. 4.2 All public hearings related to this item have occurred and the City Council has granted approval of the preliminary plat. Final plans for commercial structures with a drive thru will be submitted and approved as part of a separate application. 4.3 See response to item 4.2. 4.4 See response to item 4.2 4.5 Noted. 9-00 M nombahk qqw'M�P. City of Meridian January 26, 2007 Page 6 5 Parks Department 5.1 Noted. 5.2 Noted. Please see Landscape Plans included with this final plat application. 5.3 Noted. Please see Landscape Plans. 6 Sanitary Service Company 6.1 Noted. 7 ACHD Site Specific Conditions of Approval 7.1 The final plat shows the roadway transitioning from the north with a 50 foot right-of-way from the north boundary of the development. 7.2 Noted. 7.3 The final plat shows a 50 foot right-of-way for all local streets. The streets will be constructed as a 36-foot street section with curb, gutter and 5-foot wide concrete sidewalks. 7.4 The proposed alley is shown as a 20 foot right-of-way on the final plat. 7.5 The final plat does not show Bourbon Street extended to State Highway 55. The plat has been modified to accommodate the right in/right out access to Eagle Road (State Highway 55) approved as a variance by City Council on October 03, 2006, and as approved in Permit #3-05-066 by the ITD. 7.6 The final plat does show public road access to State Highway 55. See response to item 7.5. 7.7 A right-of-way approach was granted by ITD (Permit No. 3-05-066) on October 26, 2006. A copy of the permit with special provisions is attached with this final plat submittal. 7.8 Construction plans have been submitted to the ACHD. An endorsement from the ACHD on the final plat will demonstrate compliance with all Standard Conditions of Approval prior to the City Engineer signing the final plat. Standard Conditions of Approval 7.9 Noted. 7.10 Noted. 7.11 Noted. 7.12 Noted. 7.13 Noted. 7.14 Construction plans have been submitted to the ACHD. Said construction plans have been prepared and certified by a registered engineer in the State of Idaho. 7.15 Design changes required by the ACHD have been submitted and will be approved prior to the ACHD endorsing the final plat. COMMON%, qQW'"=MP0? City of Meridian January 26, 2007 Page 7 7.16 Noted. 7.17 Noted. 7.18 Noted. 7.19 Noted. 7.20 Noted. Any documentation demonstrating compliance with the conditions of approval has been included with this final plat submittal. Please contact us as soon as possible if the City should need any additional information or clarification for the final plat review. Sincerely, Stanley Consultants, Inc. Mike Wilson, AICP Land Planner Enclosures: Completed and signed Commission & Council Review Application Legal Description Recorded Warranty Deeds Affidavit of Legal Interests Scaled Vicinity Map Fee Approved Preliminary Plat Preliminary Master Plan Modified Master Plan Ada County Street Name Evaluation Letter Final Engineering Construction Drawings (2 copies) Engineer Certification Street Finish Centerline Elevations Final Plat (32 full size copies) Final Plat(8 % x 11) Signature Sheet(4 copies) Landscape Plan (3 copies full size, 1 reduced 8 '/2 x 11) Final Engineering Plans on Disk Electronic Version of Preliminary Plat, Final Plat, and Landscape Plan Eagle Road Plan and Profile iTD Right -Of -Way Encroachment Application and Permit mdw DESCRIPTION FOR BIENVILLE SQUARE SUBDIVISION OCTOBER 13, 2005 A PARCEL OF LAND BEING PORTIONS OF PARCEL "D" OF RECORD OF SURVEY NO. 6418 AND OF THE NE'/OF SECTION 5, TOWNSHIP 3 NORTH, RANGE 1 EAST OF THE BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 5, T. 3 N., R. 1 E., B.M., THENCE S 00°00'00" E 677.57 ALONG THE EAST LINE OF SAID SECTION 5 TO A POINT; THENCE N 83054'00" W 57.36 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF EAGLE ROAD, THE REAL POINT OF BEGINNING OF THIS DESCRIPTION; THENCE S 01 014'39" W 974.96 FEET ALONG SAID RIGHT OF WAY TO A POINT; ALONG THE BOUNDARY OF CAROL'S SUBDIVISION THE FOLLOWING: THENCE N 44005'18" W 227.63 FEET TO A POINT; THENCE N 72024'04" W 221.28 FEET TO A POINT; THENCE S 77°26'30" W 667.38 FEET TO A POINT; THENCE N 72035'42" W 233.35 FEET TO A POINT; THENCE N 00015'11" W 1129.35 FEET ALONG SAID BOUNDARY TO A POINT; LEAVING SAID BOUNDARY OF CAROL'S SUBDIVISION: THENCE S 71 °28'10" E 803.90 FEET TO A POINT; THENCE S 83054'00" E 510.21 FEET TO THE REAL POINT OF BEGINNING OF THIS DESCRIPTION, COMPRISING 27.36 ACRES, MORE OR LESS. LAX4D i ©>i \AELV, SADIE-PARCEL A LandAmerica Transnation Escrow No. 0400018372 WARRANTY DEED ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNr 1.00 3 FOR VALUE RECEIVED BOISE IDAHO 120/04 04:39 PM JANET RUWE, an unmarried person DEPUTY Joanne Hooper t RECORDED -REQUEST OF �I� 1�8���Il�III1�I ilIIIIfIIIIII ��� Tranmdon Title 104163466 GRANTOR(s), does(do) hereby GRANT, BARGAIN, SELL AND CONVEY unto: SADIE CREEK, LLC, an Idaho limited liability company GRANTEES(s), whose current address is: 2076 S Eagle Rd , Meridian, ID 83642 the following described real property in Ada County, State of Idaho, mare particularly described as follows, to wit: SEE EXHIBIT "A" ATTACHED (Continued) TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (including irrigation and utility assessments, ifany) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. }Me'.)pecember.2-3;--;ZQQ4 J� Notary Acknowledgment — see page 2 LEGAL DESCRIPTION (contir.—J) EXHIBIT "A" A parcel of land lying in the Northeast quarter, Northeast quarter of section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, said parcel being more particularly described as follows: Commencing at a found Brass Cap marking the Northeast corner of said Section 5, township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, said brass cap bears North 89'39'20" East 2656.46 feet from a set 5/8 inch iron pin marking the North quarter corner of said Section 5, said brass cap also bears North 00°00'00" West 2611.41 feet (formerly 2611.50 feet) from a found brass cap marking the East quarter corner of said Section 5; thence South 00°00'00" East 955.14 feet along the East boundary of the said Northeast quarter Northeast quarter of Section 5 to a point; thence North 83`54'00" West 63.41 feet to a set 5/8 inch iron pin lying on the Westerly right of way of State Highway 55 (Eagle Road), said pin also marking the REAL POINT OF BEGINNING; thence North 83054'00" West 80.59 feet to a set 5/8 inch iron pin; thence North 6401100" West 79.87 feet to a set 5/8 inch iron pin; thence South 89054'00" West 200.00 feet to a set 5/8 inch iron pin; thence North 79"07'00" West 319.00 feet to a set 5/8 inch iron pin; thence South 77°06'00" West 267.75 feet to a set 5/8 inch iron pin; thence South 87`06'00" West 335.19 feet to a set 5/8 inch iron pin lying on the Easterly boundary of CAROL'S SUBDIVISION NO.2, as recorded in Book 39 of Plats at Pages 3248 and 3249, records of Ada County Idaho; thence North 00°1511" West 560.14 feet along the said Easterly boundary of Carol's Subdivision No. 2 to a set 5/8 inch iron pin; thence South 71 `28*10" East 803.90 feet to a set 5/8 inch iron pin; thence South 83654'00" East 510.21 feet to a set 5/8 inch iron pin lying on the said Westerly right of way of State Highway 55 (Eagle Road); thence South 01 *14'39" West 277.00 feet along the said Westerly right of way of State Highway 55 (Eagle Road) to the POINT OF BEGINNING. WARRANTY DEED - NOTARY ACKNOWLEDGMENT(S): State of Idaho, County of Ada, ss. On this day of December in the r of 2004, before me, the undersigned, a Notary Public in and for said Sta personal appeared Jane we known or identified to me to be the person(s) whose name(s) is/are " scribed t e withZinru t,and acknowledged to me that he/she/they executed the same. Residing at: My commission expires: ftlaginiNwdm "ft WColmriaiMWirrx 11.12-MIC At :-3 � ♦ � :mac • •r= C '••0, �z ••gone•••'* .,,��o-4 NO ''�,,•' A� a ARTICLES OF ORGANIZATION n . N i44 LIMITED LIABILITY COMPANY11�DEFFEC6 I (Instructions on back of application) 1. The name of the limited liability company is: S VA_ c t}�- zDAHO 5IA1E Sadie Creek, L.L.C. 2. The street address of the initial registered office is: 988 Longmont Avenue, Suite 200, Boise, Idaho 83706 and the name of the initial registered agent at the above address is: Sheila L. Johnson 3. The mailing address for future correspondence is: 988 Lonqmont Avenue, Suite 200, Boise, ID 83706 4. Management of the limited liability company will be vested in: Manager(s) ❑ or Member(s) ✓❑ (please check the appropriate box) 5. If management is to be vested in one or more manager(s), list the name(s) and address(es) of at least one initial manager. If management is to be vested in the member(s), list the name(s) and address(es) of at least one initial member. Name Address Sheila L. Johnson 988 Longmont Avenue #200, Boise, ID 83706 Folio, Inc. 2076 S. Eagle Road, Meridian, ID 83642 6. Signa r t person responsible for forming the limited liability company: Slgnalu Secretary of State use only Typed me. S L. Johnson Capacity: Member - - S IDAHO SECRETARY OF STATE Signature s 12/20/2084 05 s 8B CK:3M CT: I&W ON: 7L7M Typed Name: i e 160.99 = I&W ORGAN LLC M 2 2B.A9 EXPEDITE C # 3 Capacity: President, Red Cliff Development $ i ! 2l.6! = AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, 15 COREEJ." �. �., �a<5 S. 40'/ X'r ii�'b , (name) (address) RE:1z'(D1.g 14/ Z17yt Ef 0 (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: 5pLm4 5pAi t7a sk1GT>g' Nq (address) kfzram.{ cIA ,J In B$b f2. 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 16 day of c_l 2 20 17 !Z_ ( gnature) SUBSCRIBED AND SWORN to before me the day and year first above written. KANDI HAIL Notary Public Stot* of Idaho eaa4�� - (ala-z�f � (Notary Public for Idaho) Residing at: 6095 y %nc My Commission Expires: 1cQ,!! Ik 8759064 .�lV.!:.��_41.:V...... .. ....... ..^..:V::V .:V..,V_.V::V1 :W� :A Jstl:.L �:Yvt?:' _-_� t:t•...•�l .t'%J... .. .. .. .._ ..•:'`..... . WARRANTY DEED 01.00201068 `= FOR VALUE RECEIVED i^ l� Ray & Sara Ewing t:I i the Grantor s . do hereby grunt. bargain. sell and come} unto =: } Saray Company, a Partnership c� I the Grantee .whose address is 1500 Eldorado Suite 4 Boise. Idaho 83704 �= _I the following described premises, to -%tit: 1�. attached c; ^i e_ i G_ s - ^ .I _ TO HAtF. A:\ D TO HOLD the said premises with their appurtenances unto the said Grantee `^ i _ heits and assigns fore%er .and the said Grantor s do es hereby cotenant to C and with the said Grantee . tha: he 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 '^ �i Dated: 10/21/82 C: ACKNOWL£DGNIE.NT Individual STATE OF IDAHO. COUNTY OFF/ � I hereby certify that this instru ent w•as filed for record i Idaho Ada STATE OF Count} of et the request of PIONEER ONEER TITLE CO IL3 .ss 21st October' On this day of °t minutes past //'' / dcl• / / thi �� day of/� �^ I i the year of before me L���`•7 �f. l �j in myat5ce. n my recorded i/ft', ti �� do Ann Brodhecker " a notary public. / of Deeds at page c personally appeared Ray b Sara Ewine rr BRSi}nA �- known or ,�fiHN n identifredtame tobethe person s w'hosename-as Ex•Officio Recorder �= �^ subscribed to the w ithin instrument. and ricknowledged to I,y me that hei_ executed the same � / Dvpvty. Fee �dG - Residing ot>"' . W'Ase. Idaho - Mail to:, c C PIONEER TITLE COMPANY OF ADA COUNTY 821 W. State Street `- I $9ise Idaho 83702 — 208 336 67p0 Representing Ticor Title Insurance Company �- 1. -, i (i �' j, i . _ ..... � f . .. .. i i 1 � �: L t J» i . 1 _ 1 � 1 _ �A i � . .. _ ... • . - .. , • :. . :. 0100201Q69 Commencing at the NE corner of Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho; Thence South on cast line of said Section 5 (which is middle of State Highway 969) for a distance of 1,726.99 feet to a spike in pavement, the real place of beginning; thence North 45°S5' Kest along center line of big drain ditch for a distance of 355.0 feet to a point; thence North 74*01, Kest along center line of said drain ditch for a distance of 244.0 feet to a point; thence South 76°36' Kest along center line of said drain ditch for a distance of 389.0 feet to a point; thence Soutt' 79°36' Nest along center line of said drain ditch for a distance of 262.0 feet to a point; thence North 71*38, Kest along center line o.` said drain ditch for a distance of 203.84 feet to a point in hesterly fence line; thence North 0.0°0S' test along said fence line for a distance of 569.45 feet to an iron Pin; thence North SS002' East for a distance of 330.9 feet along center line of live irrigation ditch to a point; thence 'loth _7°06' Grit along center line of said ditch for a distance of 267.75 feet to a point; thence South 79007' East along center line of said ditch for adistance of 319.o feet to a point; thence North 39 54 East along center line of said ditch for a distance of 200.0 feet to a point; thence South 64011' East along center line of said ditch for a distance of 79.S7 feet to a point; thence South 83°54' East for a distance of 144.0 feet to snike in Fast center lip of said Section 5, and in middle of State Highxap #69• 'hence South along East line of said Section 5 for a distance of 771.S5 feet to the real place of: beginning. Subject to ditch and road rights of way and all existing easements. Except a part of the NE 1/4 of the NE 1/4 of Section 5, Township 3 North, Range 1 F.ast'of the Boise Meridian, Ada County, Idaho, described as follows: Commencing at the NF corner of Section 5, Township 3 !,'orth, Range I Fast of the Boise Meridian, Ada County, Idaho; thence South on the E�.st line of Said Section 5 (which is the middle of State Highway f69) for a distance of 1105.14 feet to a point; the real Place of beginning; thence South Zoo feet to a point; thence West 200 feet to a point; thence North 200 feet to a point; thence Fast 200 feet to the real place of beginning. 1377061241 FOR VALUE RECEIVED, SARA L. EWING, Trustee of The Ray W. Ewing Testamentary Trust dated March 19, 1987, Grantor, does hereby convey, release, remise and forever quit claim unto The Saray Company, an Idaho general partnership, Grantee, of 1500 Eldorado, Suite 4, Boise, Idaho 83704, the real property more particularly described on Exhibit •A° attached hereto and by this reference made a part hereof. TOGETHER WITH THEIR APPURTENANCES. This deed is intended to convey to the Grantee all right, title and interest of the Grantor in and to said property, now owned or hereafter acquired. DATED this _ ' day of 1992. Sara L. Ewing, TrusVee of The Ray W. Ewing Testamentary Trust STATE OF IDAHO } )ss. County of Ada ) On this day of 1F 1992, before me, the undersigned, notary public in and for said State, personally appeared Sara L. Ewing, known to me to be the person whose name is subscribed to the within and foregoing instrument as the Trustee of The Ray W. Ewing Testamentary Trust, and acknowledged to me that she executed the same on behalf of said Trust. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the da)(,,",year first above written. ��. 1203[113 ClO�Lt d/ t 2 A �O� ? N d c 's7l> °c rc RECOR"7-R EYyZ /� /v ''•.,,F IDA���.. / 00 '92 FEB 11 PO w 50 S,M/9 c6Yln9/0uftc1a1m/2> Y PUBLIC f r Idaho ing at ssion expires • A/`A+- LOT ON ELDORADO: Commencing at a point 8.i Of Lot 1 of Section 7 in Meridian and running then West 11.265 chains to th stake; thence East to i acres, excepting however East end of said tract to t8 chains South of the Township 3 North, Rang :e South 2.663 chains t a fence; thence.North 2 he place of Beginning a strip of land 19 fee be used for a roadway; 137 0 C 124Z e o Northeast corner 2 East of Boise a stake; thence .663 chains to a Containing 3 t wide across the Except the following portion thereof: Beginning at the Northwest :orner of Section 7, Township 3 North, Range 2 East, Boise Meridian; thence South 88156' East, 1022.10 feet along the North section line; thence South 0005, East, 566.08 feet; thence Sout, 88'56' East, 26.00 feet to a point on the East right-of-way of Eldorado Street, which is also on the South boundary of Snyder Subdivision, said point being the real point of beginning; thence South 0.05'East, 176.03 feet along said right-of-way to the North boundary of Combes Acres Subdivision; thence South 88'56' East, (formerly SOnth 88'35' East), 379.00 feet along said North boundary to the west right-of-way of McKinney Street; thence North 0.34' East, 176.00 feet along said west right-of-way to the South boundary of Snyder Subdivision; thence North 88.56' West, 381.00 feet along said South boundary to the Real Point of Beginning. Also extent the road right-of-way for Eldorado Street. 9 2 0 8 1 i 4 �owv' tl RECORDER o0 '92 FEB 11 PM 4 50 _. ACRES Cv _ ROAD: 13'T70v1N43 Coenencing at the NE cornor of Seetibn 5, Township' 3 ;north, Range 1 East, Bc''se Meridian, Ada County; Idaho; Thence South on East line of said Sedtton 5 C4hic1h is a•iddle of State Nig1im4y 169) foT a distance of 1,726 99 feet to a spike in pavement, the :cal place of beginning; thence North 45*55' Wes: aloe; center :.ine of bigArain djLcit for a.distance o_ 3s; 0 tbet to a point; thence North 74'01' West alcng tinter line of said drain ditch for a distance of 244 ;cot to a point; thence South 76'36' West along center e of said drain ditch for a distance of 389 0 :;cc to a point; thence South 79038' West along center line of said drain ditch for a distance of 262.0 feet a point; chance North 71'38' Wost along center line of said drzin ditch for a distance of 203.B4 feet to a point in 'Wcsterly :once line; thenea ;North 0.04 P West aloe; said fence line for a distance of $69,45 feet to an zten ?in; thence North 8a'02' Ea5t for a distance of 330.9 feat along center line of live irrigation :c a nc_nt; thonce NDT th ?7006' East along center cf said ditch for a distance of 267.75 feet to thence South 79'07' East along center line of ;a'id ditch 'or as distance of 519.0 feet to I point; :Nance North 89 54 East along center line of said ditch for a distanca of 200.0 foot to a point* thonco South W i l' East along center line of said ditch for a distance of 79.87 feet to a point; thence South 83454' East for a distant-- of 144.0 feet to ;pike in East center line of said Section 5, and in middle of State Highway 069; ther.co South along East line of said Section 5 for a distance of 771.85 feet to the real place of beginning. Subject to ditch and road rights of way a^.d all existing easements. E?aiIBIT "A" AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Saray Co, John R. Ewing, Partner, (name) Boise (city) 1. 2. Idaho (state) 1500 Eldorado, Ste. 4 (address) 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: Red Cliff Development 2060 S. Eagle Road, Meridian, ID (name) (address) . to submit the accompanying application pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and it's 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. Dated this 1 .14 day of SUBSCRIBED AND SWORN o VJ 00 Q �TA.R j- oil� a e a p7iy 6� PxTLp rd rtLS , ' ♦tl 0 ZJ �S R 0 ll eo 20o 5 (Signs e) 4l" me the day and ear first above written. My Commission Expires. �! 1017104 PRELIMINARY 12/1 /2005 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: BIENVILLE SQUARE SUB AGENCY and AGENCY FILE NO: Meridian: PP 05-059 ✓ SECTION/ TOWNSHIP/ RANGE: 5 3N 1 E DEVELOPER: STANLEY CONSULTANTS V 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. EAGLE RD E. USTICK RD,- THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: 'E. BOURBON ST - ' N. LEBLANC WAY - ' E. PICARD ST THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: JkRomero 'Acadia . Castille -all sound alikes THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: At 0aJ ut) 411 shall ���' 1� c'� , � C'a fu �t C� Please choose new names for the, c,d�(lenied streets above. 4-7u) ��r1.�- —� � f /l:P-C 771".tut-/ e71v- - 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. ', An A rrnr TMTV FN[:1NRFR John Priester \ '(, % c DATE < MERIDIAN Representative--�J ' DATE 12-11 FIRE DEPARTMENT Representative_ DATE �� ADA COUNTY HIGHWAY DIS. Representative DATE /�- ADA COUNTY SHERIFF Representative DATE q t?" NUMBERING OF LOTS AND BLOCKS Q Hsu�la % y ��'�� lr DATE f . , ei�ltyuou5: vz4z't'6.vzo6 4�r-z�-z A SS: StreAV royal Sent: PROJECT NO. 19281.01.00 DRAINAGE CALCULATIONS FOR Beinville Square Ada County, Idaho 26-Oct-2006 , TABLE OF CONTENTS: Project Drainage Introduction Calculation Method & Equations Used Pre Development Calculation Calculations by Area Appendix: Drainage Basin's Exhibit R Q:\19281\04-Eng\03-Calc\19281-DrnCa1cs-UPDATED.xIs Page 1 of 7 Beinville Square PROJECT NO. 19281.01.00 DRAINAGE SYSTEM OVERVIEW Beinville Square is located within the City of Meridian West of Eagle Rd and South of Ustick. The site consists of single-family lots, multi family lots, and commercial developmen on approximately 27.4 acres. This report includes the drainage system basins with flow rates and design calculations. EXISTING CONDITIONS The project site presently consists of an empty field. There are 2 irrigation ditches that cross the site. The Finch Lateral borders the site on the south and and the Milks Lateral crosses through the middle of the site from east -to -west. The area north of the Milks Lateral drains primarily to the west and a little to the north across the site. The area south of the irrigation ditch drains to the Finch Lateral. Predevelopment Q25 storm flows were calculated. The only runoff that flows into the laterals are from the back of the the lots on the west side of the subdivision. No street runoff flows into the laterals. This flow was estimated to approximate the predevelopment Q25 flow as is allowed by the Nampa & Meridian Irrigation District. PROPOSED CONDITIONS The onsite drainage will be conveyed by surface systems. The surface flow will be contained within the pavement sections to designed low points where stormwater is treated with sand/grease traps before entering seepage beds. CALCULATION METHODS The rational formula (Q=CIA) was used to estimate the peak runoff rates for all basins. The 'C' values were taken from Exhibit "A" of the Ada County Highway District policy manual. In cases where there were different runoff coeficients for a drainage basin, a composit runoff coefficient was determined. The drainage area for each sand and grease trap is shown on the attached "Drainage Plan" drawings. The average rainfall intensity is estimated from the "Rainfall Intensity -Duration -Frequency Relationship" figure for a 25 year and 100 year runoff event. The time of concentration is determined by adding the longest overland grass flow time and/or gutter flow time. Calculations and spreadsheets are included with this report for all drainage improvements. A one page summary displaying equations and methods used is attached followed by a condensed calculation for each Basin area. SOIL CONDITIONS Soils and subsurface investigation has not been completed for this development. Groundwater is not anticipated to affect the proposed seepage bed dimensions, but groundwater depth has not yet been determined. In the event that conditions or groundwater is encountered other than previously expected, a revised design will be done based upon field conditions. Q:\19281\04-Eng\03-Calc\19281-DrnCalcs-UPDATED.xls Page 1 of 1 CALCULATION METHOD & EQUATIONS Beinville Square PROJECT NO. 19281.01.00 Time of Concentration Calcuations From TR-55 : Overland Grass Flow 0.007[(n)(L)]0 g T, = -- hr Travel Time Ti _ (P2)0.s(s)o.4 n = 0.24 Manning's Coef. = 0.29 hours L = 50 ft Length of Flow = 17.66 minutes P2= 1.2 in. 2 yr-24 hr Rainfall T, = 18.0 minutes s = 0.01 ft/ft Average Slope From TR-55: Gutter Flow V = 20.3282 (s)" ' T2 = -- sec Travel Time = 1.44 ft/sec V = -- ft/sec Average Velocity s = 0.005 ft/ft Average Slope T2= L / V L = 572 ft Length of Flow = 397.9 seconds T 2 = 6.6 minutes Total Tc = T, + T2 Tc = 24.6 minutes Qeaak Calculations (Rational Method) Q100 = (C)(11oo)(A) A = 1.40 acres Drainage Area Q100 = 1.28 ft3/sec C value= 0.50 Runoff Coeffecient Q25 = (C)(125)(A) 1100 = 1.83 in/hr 100-yr Intensity Q25 = 0.95 ft3/sec 125 = 1.36 in/hr 25-yr Intensity Sand and Grease Trap Calculations (Al & A2 combined) Throat Area At = a I In raps Baf = 12 in. Baffle Separation 4 fe Wi = 48 in. Inside Width Velocity through SIG Trap= Q25/A, 1 # SIG Traps 0.24 ft/sec Size of S/G Trap= 1000 gallon Volume Calculations Runoff Volume = Area of Hydrograph A = 1.40 acres 10 = (0.5)*(1 hr storm)*(Peak Flow) C value= 0.50 Runoff Coeffecient = 2306 ft3 Ave Tc= 24.6 min 90 Add 15% 346 ft' Ip = 1.83 in/hr Intensity value Req'd Volume= 2652 ft3 Ave Q100= 1.28 ft3/sec 100-yr Peak Flow Trench Volume Calculations Combined with A2 Trench Dimensions Storage/ft = (Vr)(D-1)(W) *D = 7 ft *Includes 1ft Freeboard = 21.6 fe W = 9 ft Width Sidewall Perc/ft = (D-1)(2/3)(2 sides)(Pr)(1ft/12") L = 263 ft Length = 5.33 ft2 Vr = 40 % Drain Rock Void Ratio Endwall Perc = (Sidewall Perc)(W) Pr = 8 in./hr Percolation Rate = 48.00 ft3 Trench Volume = [(Length)(Storage/ft + Sidewall perc/ft)] + (Endwall Perc) Trench Volume = 7131 ft3 Required Pond Volume = Pond Volume - Trench Volume .4480 ft3 Q:\19281\04-Eng\03-Calc\19281-DmCalcs-UPDATED.xis Page 1 of 1 Pre Development Flows Beinville Square PROJECT NO. 19281.01.00 ;ems_ _ - BAS�NeaPre Time of Concentration Form TR-55: Overland Grass Flow Manning's Coef. n= 0.24 0.24 Length of Flow L = ft 718 1300 Average Slope s = in/in 0.007 0.003 2 yr-24 hr Rainfall P2= in 1.2 1.2 Travel Time T, = min 172.00 387.00 From TR-55: Gutter Flow Average Slope s = ft/ft 0.001 0.001 Length of Flow L = ft 0 0 Average Velocity V = ft/sec 0.64 0.64 Travel Time T2 = min 0.0 0.0 Total Time of Conc. Tc = min 172.0 387.0 Q.—L. Calculations (Rational Method Drainage Area A = acres 16.30 9.82 Runoff Coeffecient C value= 0.10 0.10 100-yr Intensity 1100 = in/hr 0.46 0.24 25-yr Intensity 125 = in/hr 0.35 0.19 Peak Flow (100 year) Q100 = ft'/sec 0.75 0.24 Peak Flow (25 year) Q25 = ft'/sec 0.57 0.19 Q:\19281\04-Eng\03-Calc\19281-DrnCalcs-UPDATED.xis Page 4 of 7 PROJECT NO. 19281.01.00 Appendix: Drainage Basin Exhibit: Sheets 1-2 Q;\19281\04-Eng\03-Calc\19281-DrnCalcs-UPDATED.As Calculations by Area Beinville Square PROJECT NO. 192E Form TR-55: Overland Grass Flow Manning's Coal. Length of Flow Average Slope 2 yr-24 hr Rainfall Travel Time From TR-55: Gutter Flow Average Slope Length of Flow Average Velocity Travel Time Total Time of Cone. Q,... Calculations (Rational Methodl Drainage Area Runoff Coeffecient 100-yr Intensity 25-yr Intensity Peak Flow (100 year) Peak Flow (25 year) Sand and Grease Trap Calculations Sits of SIG Trap Number of SIG Traps Thriat Dimensions Throat Area Velocity through SIG Trap= Volume Calculations Runoff Volume Add 15% Total Required Volume Trench Volume Calculations Trench Dimensions Depth (inclds V freeboard) Width Length Drain Rock Void Ratio Percolation Rate Trench Volume Pond Volume Is a pond Required? Volume Required n= 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 L = ft 50 35 55 118 104 50 78 55 42 65 70 65 32 32 32 32 s = in/in 0.01 0.01 0.01 0.0105 0.02 0.01 0.001 0.01 0.01 0.01 0.01 0.015 0.01 0.01 0.01 0.01 P2= in 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 12 1.2 T, = min 18.00 13.00 19.00 34.00 24.00 18.00 63.00 19.00 15.00 22.00 23.00 19.00 12.00 12.00 12.00 12.00 s = ft/ft 0.005 0.005 0.005 0.01 0.001 0.006 0.013 0.005 0.0094 0.0091 0.008 0.009 0.006 0.008 L= It 572 304 244 475 468 372 411 280 460 475 560 236 263 422 V = fvsec 1.44 1.44 1.44 2.03 0.64 1.57 2.32 1.44 1.97 1.94 1.82 1.93 1.67 1.82 T2 = min 6.6 3.5 2.8 3.9 12.1 3:9 3.0 3.2 3.9 4.1 5.1 2.0 2.8 3.9 Tc= min 24.6 16.5 21.8 34.0 24.0 21.9 75.1 22.9 18.0 25.2 26.9 23.1 17.1 14.0 14.8 15.9 A = acres 1.40 0.40 1.70 0.80 1.60 1.20 0.85 1.00 1.10 0.50 0.80 0.93 1.20 0.40 0.50 0.90 C value= 0.50 0.50 0.50 0.15 0.15 0.50 0.50 0.50 0.50 0.75 0.75 0.50 0.75 0.75 0.75 0.75 Iros = inthr 1.83 2.35 1.98 1.54 1.86 1.98 0.85 1.92 2.24 1.80 1.72 1.91 2.30 2.57 2.50 2.40 Iv = in/hr 1.36 1.69 1.47 1.14 1.38 1.46 0.64 1.42 1.62 1.34 1.29 1.42 1.66 1.84 1.79 1.73 Quo = ft'/sec 1.28 0.47 1.75 1.68 0.18 0.45 1.19 0.36 1.55 0.96 1.23 0.68 1.03 0.89 1.92 2.07 0.77 0.94 1.62 Q21= ft'/sec 0.95 0.34 1.29 1.26 0.14 0.33 0.88 0.27 1.15 0.71 0.89 0.50 0.77 0.66 1.43 1.49 0.55 0.67 1.17 gal 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1 1 1 1 1 1 1 1 1 1 1 1 in 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 A, = ft` 4 4 4 4 4 4 4 4 4 4 4 4 V(s/g)= ft/sec 0.32 0.31 0.22 0.29 0.18 0.22 0.13 0.36 0.37 0.14 0.17 0.29 Val= fts 3152 3029 2138 2789 1728 2218 1215 3456 3726 1388 1688 2916 fts 473 454 321 418 259 333 182 518 559 208 253 437 Vol= fts 3625 3483 2459 3207 1987 2551 1397 3974 4285 1596 1941 3353 D = It 10 10 10 10 10 10 10 10 10 10 10 10 W= ft 9 9 9 9 15 15 9 9 10 10 10 15 L = ft 90 85 8o 80 31 40 33 98 96 35 45 53 Vr= % 40 40 40 40 40 40 41 40 40 40 40 40 Pr = in/hr 8 8 8 a 8 8 8 8 8 8 8 8 Tvol= fts 3708 3506 2496 3304 2042 2600 1431.93 4031.2 4304 1620 2060 3406 Not Requinot Required Not Required Not Requinot Requinot Requinot Required Not Requinot Requinot Requinot Requirot Requirf ft, -83 -23 .37 -97 -55 -49 -35 -57 -19 -24 -120 -53 Q:\19281\04-Eng\03-Calc\l9281-DmCalcs-UPDATED.)ds Page 1 of 2 _ Calculations by Area Beinville Square PROJECT NO. 19281.01.00 _ Time of Concentration Form TR-55: Overland Grass Flow MannIng's Coef. n= 0.24 0.24 0.24 0.24 0.24 0.24 Length of Flow L = ft 228 5 228 208 32 140 Average Slope s = in/in 0.0057 0.01 0.009 0.01 0.025 0.01 2 yr-24 hr Rainfall P�= in 1.2 1.2 1.2 1.2 1.2 1,2 Travel Time T, = min 74.00 3.00 62.00 55.00 9.00 40.00 From TR-55: Gutter Flow Average Slope a -Wit 0.01 0.005 0.01 0.006 0.008 0.005 Length of Flow L = ft 586 650 200 400 378 702 Average Velocity V = ft(sec 2.03 1.44 2.03 1.44 1.82 1.44 Travel Time Tr = min 4.8 7.5 1.6 4.6 3.5 8.1 Total Time of Conc. Tc = min 78.8 10.5 63.6 59.6 12.5 48.1 Qe... Calculations (Rational Method) Drainage Area A= acres 1.50 0.40 1.60 0.80 0.50 1.81 Runoff Coeffecient C value= 0.75 0.90 0.75 0.75 0.75 0.90 100-yr Intensity Isar = in/hr 0.82 3.02 0.96 1.01 2.75 1.19 25-yr Intensity 125 = in/hr 0.62 2.13 0.72 0.76 1.95 0.89 Peak Flow (100 year) Q- = ft'/sec 0.92 1.09 2.01 1.15 0.61 1.76 1.03 1.94 2.97 Peak Flow (25 year) Qzs = ft/sec 0.70 0.77 1.46 0.86 0.46 1.32 0.73 1.45 2.18 Sand and Grease Trao Calculations Size of S/G Trap gal 1000 1000 1500 Number of S/G Traps 1 1 1 Thriat Dimensions in 12 x 48 12 x 48 15 x 60 Throat Area A, = " 4 4 6.25 Velocity through S/G Trap= V(s/g)= ft/sec 0.37 0.33 0.35 Volume Calcuations Runoff Volume Vol= ft, 3617 3164 5346 Add 15% ft3 543 475 802 Total Required Volume Vol, ft3 4160 3839 6148 Trench Volume Calcuations Trench Dimensions Depth (inclds 1' freeboard) D = ft 10 10 10 Width W = ft 20 20 17 Length L = ft 50 44 88 Drain Rock Void Ratio Vr = % 40 40 40 Percolation Rate Pr = in/hr 8 8 8 Trench Volume Tvol= ft' 4160 3680 6225.6 Pond Volume Is a pond Required? ad Required Not Required Not Required Volume Required W 0 -41 -78 Q:\19281\04-Eng\03-Ceicklg28l-DmCalm-UPDATED.xls Stanley Consultants INC. A Stanley Group Company Engineering, Environmental and Construction Services - Worldwide January 23, 2007 Meridian Planning and Zoning Dept. 660 East Watertower, Suite 200 Meridian, Idaho 83642-2300 Subject: Bienville Square Subdivision I, the noted Engineer for this project, hereby certifies that the street centerline elevations were set a minimum of 3-feet above the highest established peak groundwater elevation. Sincerely, Stanley Consultants, Inc. Stan L. McHutchison Sr. Engineer SLM 1940 South Bonito Way • Suite 140 • Meridian, ID 83642 • phone 208.288.0573 • fax 208.288.0574 www.stanleyconsultants.com FEss �� D m m 'a 0$ 9O9y6 �yS 801.3��0 4 n nnoonnnonnnn0000n.��onnoon no�,00no�n�nnnnonnon�nn000nc Z N 'o25SSJg- o�mm mm Nm�N 8- v 88 mlOo s8s 088 8os8 $S ss8m 888os8s 8888m 888888 88lom� o pNi n �gw -wmmm�umwrdu =5dw - uNuuP10 0 m�•m P IQ� ;Aouj�a m :am A -i D _ °: 8Pm.��!Nm mzm N�mL2 _ ao�±�08o�o8mIw 8�8mffi2o22o H 2 000 >� � _ 02 w o o sN. :A = e � �FEEF�n Llil IN,:� NFF�m mEFFEE A FEFFF' mlm mFFFp nFFFFEFm Z n o ,�oa fi�. �mooa��,�o=a+"oru �iNomNu� _pp c,nn�n�n�n�nnnnn e�meeg��w�Uiu n nnnnnnnn �nnnnn��nnnnnnnnnn�n�nn� -o N?w.c 088$�8NON-N8 o�o8NN8UN888+8�U8oN8o '8o _ JgmB" Voud+u u000�>.uu 'v .: iO UN �m �o Nd 1 w •1 1 1vp�'Dm. a`"c;m� mgmoNUN° �wU m.. e��q.-=Ng ;N N d 11 0 0- -�I- ^gN ;gym Z =22 _ 2ZZ==2222=22=== 2 ua."mmo�Nww" $? =S$w8vog - _od o88vU m4UN8P000 g a$m��N''�a ��m88�w8 880 0 m m • NmNo.um � � •N ^ em eve^ u� FFFFFFFFFFFFFFFm FFFFFFm F F F m F F F- F E m F F F m Z aw �U�,U-NwNN wo�oUN��oo�NN�>. �wN�NwN �oNuusue�eom� uo��Nu��ma - -o mg_$go -$a fgo os o$N �I°woosss8om�sV -z ti �u m =om 22 V,� ��� Z �wm°'�jNUOUo"-�.8 22222=2 88w_oosmoN00000. 22z22 o = � • ni. N a �A •Fm og � V o' - P m i.:�o;��v aw �1=� + V m F Fu E E F mE F• F' F 'a'.i F F m F E F F F � •o F F • E m � Z �iiiiiii _o m 'O ]1 M_ ncn O • �-1D D DO— �^ zZF TI z C7Cil mr- D no0Dc�=r�� ZOc�zm� �I O cn O C Dr C Z O z O Z I�l W • O" �e rrD 2109 (Rev 05--03) R1C;ht-0f-Way Encroachment Application And Permit Approaches And Other Encroachments I. A completed Encroachment Checklist, applicable ownership documents, multiple approach permit sheets. 2. Written authorization from the owner, (if needed). 3. Plans or drawings (3 sets) showing proposed work, approach locations, drainage details, landscaping, striping plans, and traffic control. (include Department roadway alignment or project plans when available,) 4, Special Provisions and Traffic Control Plans. l.certify that I am the Owner or Authorized Representative of the property to be served and request above facilities within the State Highway Rights -of -Way in accordance with the General Provisions printed on the reverse side Q . permission to construct the of this farm, the Special Provisions, and the Plans made a part of this permit.. This permit SHALL BE Volo if all work is not completed and the Department has not made final inspection and approval within one year of the issuance date. 7wner's Name Address _ ! :k J/V C. 6 .S.EA�C � Ong ��'4i•SG trve's N9", �yjt,(6 one State TIP Authorize-- /l� �% /3S� lIta 3 ram/ pr�sent� ate'-gnature Representative's Ph—"�—" Representative's Fax Subject to all terms, conditions, and provisions shown on this form or attachments, permission is here named applicant to perform the work described. E.ocal Government A royal When Re wired by granted to the above- 3ovemment Official's Signature De ailment Agnrnvat Tile i n�.e — — ,., . , , _. <_J� NOTE: Permit will be considered 'T'errr_ pai until final inspection and approva(b Department Y a p rtment representative 1TD 2109 (Rev, 04-03) General Provisions Reverse Side I. During the progress of all work, traffic control devices shall be erected and maintained as necessary or as directed for the protection of the traveling public_ All traffic control devices shall conform to the Afanual on Uniform Traffic Conlrol Devices for Streets and Highways (latest edition) Parked equipment and stored materials shall be as far from the main traveled way as feasible. Items left overnight within 30 feet of the main traveled way she be marked and/or protected 2 By signing this permit, the permittee, his designated representative or successors, agree to indemniFy, save harmless, and defend regardless of outcome the State from the expenses of and against all suits or claims, including costs, expenses, and attorney fees that may be incxured by reason of any act, r omission, neglect or misconduct of the permitte'e or its contractor, In the design, construction, and maintenance of the work, which is the subject of this permit 3. Approaches shall be for the bona fide 1'u*ie of securing access and not for parking, conducting business, or servicing vehicles on the highway right.. of --way, `4 4 Any disturbance ofthe highway and/or trafllo control devices shall be restored to the satisfaction of the District Engineer 5 If the work done under this permit interferes any way with the drainage of the state highway, the permittee shall, at his sole expense, make such corrections as necessary or as directed by the? District Engineer 6 Upon completion of the permitted work, all rubbish and debris shall be immediatek/ removed from the work area to the satisfiwtion of•the District Engineer.. 7 All work herein permitted shall conform to current government and industry standards under the supervision and to the Wdisfaction of the District Engineer, and the entire expense of said supervision shall be boine by the perffiitteo. 8. This permit or privilege granted under I ID 02109 shall not be deemed or held to be an exclusive one and shall not prObM* the State from using any of its highways, streets, or public places or affect its right to full supervision and control over all or any part of them, none nfwhich is hereby surrendered The Department reserves the right to make at.any time such modification, addition, repair, relocation, or removal of an wdgiitig appurtenances or any encroach ment(s) or subject(s) authorized b this encroachment(s) permit the re its cation, reconstruction,widening, Y permit within the highway right-of-way as may be accessary t permit the relo- cation, ening, and maintenance of the highway and/or to provide proper protection to life and property on or adjacent t the highway,. 9. Any modification, relocation, or removal required due in part to negligence of the permittee shall be made at the sole expense of the permittee, All such modifications, relocation, or removal by tyre permittee shall be done in such a manner as will cause the least interference with the traveling public or any of the State's wort.. 10, The Department may revoke, amend, amplify, or terminate this permit or any of the conditions herein enumerated if the as or all of its provisions, paniittee fails to comply with Y p ns, requirements, or regulations as herein set forth or through willful or unreasonable neglect, f &to heed or comply with notices given, or if the approach, structure, or subject herein granted is not installed or operated and maintained in conformity herewidn ` 11_, . The permittee shall maintain at its sole expenss the encroachmont for which this permit is granted. 12 Inspection of the permitted work may be performed at any time to ensure compliance with the requirements of this permit. the Str,te shall be reimbursed by the perriuttee for any additional nspection required under the Special Provisions of this permit. 13. The permittee shall furnish all material, labor, and equipment involved in the construction of the approach and its furnishing drainage pipgof a size specified on the permit (12-inch minimum c a'Wbercrrequire this shall include workmanship shall conform to current government and industry standards and are subject t concrete on by the etc.: where repaired. Materials and J inspection by the Department 14., No work shall commence until the permittee is given notice to pi3oceed by an authorized representative of the Department Ibe permittee shall tiotify the Department five.(5) working days prior to comnVACing the permitted work if work does not commence immediately upon nodoe by the Department 15. Any modification, relocation, or removal ofan$acrroachment " subject granted'oy this such work permit shall require anew permitpto commencement of ;.:_ ---- - — _ Headquarters Staff Review—dn _District Staff RtariewReview Reviewer Date RecommReviewTraffic Reviewer Dath Recommendation cIbl ❑ Yes Bridge Traffic-%Yas '� NQ _ ❑ Yes MaintenancetoUtilities�� __ ❑ Yes —Yes No Design i— _a ❑Yes No Right -of -Way ❑ Yesg _ Right of -Way S Q�I - d3 - dj ` ❑ Yes No, Desi r3--- — _❑Yes Planner❑Yes - (tVo*Environmental ❑ Yes Review Reviewer Date Recommendation Review Reviewer Date `—� DTE f�ecorr:rnendation DE ,—_ ❑ Deny ❑ Approve OE --- ❑ Den ❑ Deny ❑ Approve STE y ❑ Approve Hearing Offcr _ ❑Deny ❑ Appoovt _ De ❑Approve Direcior_ ©Den 'Attach reasons) for denial and/or recommendations for variance. Y ❑ Approv TO: Rob Haget / Bob Unger PERMIT NO FROM: DISTRICT THREE TRAFFIC SUBJECT: ENCROACHMENTS PERMITS 3-05-066 A permit has been issued to Rob Haget / Bob_ Unger for 1 New Approach - Right-in/Right-out Pipe Required Type Located on Route SH-55 (Eagle Rd.) Station 159+58 L Milepost 13.91 Comments: Date 10/27/2006 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx RETURN TO DISTRICT THREE TRAFFIC Encroachments Satisfactorily Completed Permit No 3-05-066 Date Signature of Maintenance Representative Highway SH-55 (Eagle Rd.) 9,46-irt 3 8150 Chinden Blvd Boise, ID 83714-1367 SPECIAL PROVISIONS Permit 3-05-066 See attached: S.P„ 1 Traffic Control S.P.. 4 Ballast for Approaches & Mail Box Turnouts S,P_ 5 Widening of'Roadways S.P. 6 Landscaping S .P. 9 Filter Fabric S .R, 10 Materials S.P. 11 Monuments S P„ 12 Seeding ITD shall be in receipt of the following prior to construction on State Right -of -Way. • ITD approved Construction Plans for highway improvements. • ITD approved Traffic Control Plan„ • Performance Bond or, Certificate of Deposit in the amount equal to the cost for the highway improvements or $250,000.00 whichever is less. Selected company for construction inspection. SPECIAL PROVISION 1-TRAFFIC CONTROL All Traffic control plans will be approved by the District Traffic section before work begins. No work will be allowed during hours of 6:00 AM, to 8:30 A.M.. and 4:OOP.M. to 7:00 PM.. on the tbllowing highway sections: US-20/26 M.P. 24..94 (I-84) [Caldwell] to M.P. 52.812 (I-84) [Broadway SH44 M.P.. 12..299 (SH-16) to M.P. 21,814 (Glenwood St..) and M.P. _ 1.310 State St. to 0.00 Chinden SH-16 M.P. 0.000 State St.) to 13.927 (SH-52). * All other locations will be approved on an individual basis, No work will be allowed during hours of 5:30 AM to 9:00 AM and 3:30 PM to 7:00 PM on the following hi hway sections: I-84 M.P. 24.839 to59.920 I-184 M.P., 0..00 to 3.620 (This covers from I-84 US-20126 M.P. 47.290 to 48.512 to 13' St., the Connector) * All other locations will be approved on an individual basis. All work involving lane closures or lane restrictions will be done as night work. [Night work is defined as between the hours of 10P.M., and 5A.M..1 'Akio +� +l,a fi%ilnxY,;nrr l 4ff'h vnv car1tinnc- I-84B M.P. 0.948 -- 0150, 19.680 — 20.5201, 50..080 - (Caldwell/Nam a business loop) 61.797 SH-55 (Eagle Rd. M.P. 11.233 I-84 to M.P. 18.004 SH-44 SH-44 M.P.. 12.320 (SH-16) to M.P. 0.00 (US-20/26) [Glenwwood & Chinden] US-20/26 M.P. 33,267 (Star Rd.) to M.P. 52,812 (I-84) [Broadwa Interchange] I-84 M.P. 24.839 t059.920 I-184 M.P. 0.00 to 1620 (This covers from I-84 to US-20/26 M.P. 47.290 to 48.512 13' St., the Connector When work is being done the signing sequence shall include a sign to identify the contractor and the utility company, with the utility companies contact number, All flagging personnel shall have a current State of Idaho flagging certification.. HOLIDAY WORK: No work shall occur- during Holidays per section 108.04 — Limit of Operations, paragraph three; of 'the ITD specifications for Highway construction. Holidays are defined in Section 101.12 SH-55 from State Street in Eagle, extending south to I-84 shall also include the Friday preceding a three day holiday under the "NO WORK RESTRICTION." Revised 9n105 SPECIAL PROVISION 4 BALLAST REQUIREMENTS FOR APPROACHES AND MAILBOX TURNOUTS BALAST SECTION FOR APPROACHES: PAVED APPROACHES: 0,15, — %4" Plantmix Pavement Class III using Performance Graded Asphalt Binder, PG 58-28 or better. 035' —Type `B" %" Untreated Aggregate for Base. BALLAST SECTION FOR MAIL BOX TURNOUTS: Piantmix — Match the adjacent roadway, except where the existing plantmix is thicken that 0.4' . The maximum thickness of plantmix for mailbox turnouts shall be 0.4'.. The plantmix pavement shall be'/4" Class IR using Performance Graded Asphalt Binder, PG 58-28 or, better,.. Base and Subbase — Match the adjacent base and subbase, The ballast section shall be placed no thinner than 0.35' Type `B" Y4" Untreated Aggregate for base, and 0 ,70' for subbase.. Geotextile — Geotextile shall be placed between the subgrade and the subbase.. The geotextile shall function for subgrade separation and drainage. The geotextile shall be Drainable and Non -woven with the strength of a Subgrade Separation Geotextile Type H per 718.07 and with the Permittivity and AOS of 718.05-Drainage Geotextile., Revised 1-6-05 SPECIAL PROVISION 5: Widening of Roadways by Permit Original shoulder width shall be i etained.. Any widening of the roadway shall include widening to attain original lane widths, original shoulder width and all designs shall meet ITD standards.. Widening for center turn lane shall be done equally on both sides of highway Center of turn lane shall be center ofroadway. This provision shall supercede any plans.. Revised 1-6-05 SPECIAL PROVISION 6-LANDSCAPING Berms and/or fences will not be permitted within the State Highway Right of Way. Only flowers, grasses, shrubs and trees with a mature height not to exceed three (3) feet or trimmed with no limbs between three (3) feet and five (5) feet in urban areas and three (3) feet and seven (7) feet in rural areas will be allowed within the sight triangle at corners and the safety clear zone of the State Highway. Trees with a mature trunk diameter, of over six (6) inches are not allowed in the clear zone in rural areas. When there is a barrier curb, trees are allowed if they do not interfere with sight triangles or State Highway signs. Landscaping shall be short enough or trimmed so it doesn't interfere with State Highway signs„ No rocks over four, (4) inches maximum size will be allowed within the State Highway right of way. Sprinkler heads shall be no closer than five (5) feet from the pavement edge and shall be adjusted so as not to cause water to cover any part of the highway surface. Landscaping shall be placed so as not to disturb the normal drainage patterns within the State Highway Right of Way. The permit holder shall return to original condition and re -seed all areas disturbed by his construction within the State Highway Right of Way to the satisfaction of the District Engineer,. Repair of landscaping due to highway maintenance shall be the responsibility of the permittee. The State will not be responsible for or - participate in any repair or, maintenance costs. Revised I-6-05 Special Provision 9: Filter Fabric Iffilter fabric is encountered while digging work shall cease, the area maintenance foreman or regional engineer contacted and filter fabric shall be repaired.. Repair shall consist of cutting out and replacing damaged material. New material shall overlap a minimum of two (2) feet beyond damaged area and be attached to existing material.. Revised 1-5-05 SPECIAL PROVISION 10 Materials and Workmanship All materials and workmanship that ar-e incorporated in the permitted operation shall meet all requirements of Idaho Transportation Department's Standard and Supplemental Specifications for Highway Construction and any pertinent design standards. Revised 1-6-05 SPECIAL PROVISION 11: MONUMENTATION IDAHO STATUTES PROFESSIONS, VOCATIONS, AND BUSINESSES CHAPTER 12 ENGINEERS AND SURVEYORS 54-1234.. MONUMENTATION -- PENALTY ANn LIABILITY FOR DEFACING.. If any person shall wilfully deface, injure or remove any signal, monument, building or other object set as a permanent boundary survey marker by a registered, professional land surveyor, he shall forfeit a sum not exceeding five hundred dollars ($500) for each offense, and shall be liable for damages sustained by the affected parties in consequence of such defacing, injury or removal, to be recovered in a civil action in any court of competent jurisdiction.. TITLE 18 CRIMES AND PUNISHMENTS CHAPTER 70 TRESPASS AND MALICIOUS INJURIES TO PROPERTY 18-7021. INJURING MONUMENTS, ORNAMENTS, AND PUBLIC IMPROVEMENTS, Every person, not the owner thereof, who wilfully mars, disfigures, breaks or otherwise injures, or molests, removes or destroys, any work of art, monument, landmark, historic structure, shade tree, shrub, ornamental plant, or useful or ornamental improvement, is guilty of a misdemeanor.. Revised f -6-05 SPECIAL PROVISIONS --SEEDING PROJECT SEEDING This work shall consist of seedbed preparation and sowing seed on prescribed areas in accordance with these specifications. MATERIALS Seed shall be labeled and meet the standards of the Federal Seed Act and the Idaho State Seed laws. SEED The following seed mix as marked shall be used on this project: C� Northern/higher altitude sites.. Grasses: LBS BULK SEED/ACRE "Ducar" Hard Fescue (FEOVD) 10 "Garrison" Meadow Foxtail (ALAR) g "Manchar" Smooth Brome (BR1N) 7 Legume: White Dutch Clover (TRRE) L,. 2 Total 27 ' f Southern/lower altitude sites Grasses: LBS BULK SEED/ACRE "Sodar' Streambank W.G. (AGRI) 12 Siberian W.G.. (AGSI) g "-Ephraim" Crested W..G 5 Legume: Ladak Alfalfa 2 Total 27 SEASON OF WORK Seeding on this project is to be done in fall between September 15 and November 15. Seeding operations shall not be done when soil is too wet or dry, frozen, or otherwise untillable. 1 m Cf oy a� zO ut p :n, w> wo V)W J Lu a !!1 U � 7 ujF 0 U uz rm SYRINGA BANK 5654 999 MAIN STREET, SUITE 100 BOISE, ID 83702 RED CLIFF DEVELOPMENT, INC. 2060 S. EAGLE RD. 92-375/1241 MERIDIAN, ID:83642 h „ 1/29/2007 +£ 4fd as ORDER THE City of Meridian Three Thousand Three Hundred Forty -Four and 00/100********************************************************** DOLLARS City of Meridian a, . tt § xz :! MEMO ' 1 a q iit 1i xi �s�� _;Ifti a .tl r'° ss s final plat application for Blenville Square Subdivision 11'005654124103TS?1:030 200453611' krl D D ' �0 a � z N o Nz z 1 z = m (D z n . m n a a m e n n fi m s z C z n D m m n 1z m c) O M (D v m D z D X r Z c D r_ n I D Z _ Calculations by Area Beinville Square PROJECT NO. 19281.01.00 �.- ' TO TO Al A2 - e. ' 'DITCH DITCH C1 _-: C2;'.D - E - F G1 G2 - H I -J K Time of Concentration Form TR-55: Overland Grass Flow Manning's Coef. n= 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 Length of Flow L = ft 50 35 55 118 104 50 78 55 42 65 70 65 32 32 32 32 Average Slope s = in/in 0.01 0.01 0.01 0.0105 0.02 0.01 0.001 0.01 0.01 0.01 0.01 0.015 0.01 0.01 0.01 0.01 2 yr-24 hr Rainfall P2= in 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 Travel Time T, = min 18.00 13.00 19.00 34.00 24.00 18.00 63.00 19.00 15.00 22.00 23.00 19.00 12.00 12.00 12.00 12.00. From TR-55: Gutter Flow Average Slope s = ft/ft 0.005 0.005 0.005 0.01 0.001 0.006 0.013 0.005 0.0094 0.0091 0.008 0.009 O.DO6 0.D08 Length of Flow L = ft 572 304 244 475 468 372 411 280 460 475 560 236 263 422 Average Velocity V = ft/sec 1.44 1.44 1.44 2.03 0.64 1.57 2.32 1.44 1.97 1.94 1.82 1.93 1.57 1.82 Travel Time T2 = min 6.6 3.5 2.8 3.9 12.1 3.9'- 3.0 3.2 3.9 4.1 5.1 2.0 2.8 3.9 Total Time of Conc. Tc = min 24.6 16.5 21.8 34.0 24.0 21.9 75.1 22.9 111 25.2 26.9 23.1 17.1 14.0 14.8 15.9 Q.--. Calculations (Rational Method) Drainage Area A= acres 1.40 0.40 1.70 0.80 1.80 1.20 0.85 1.00 1.10 0.50 0.80 0.93 1.20 0.40 0.50 0.90 Runoff Coeffecient C value= 0.50 0.50 0.50 0.15 0.15 0.50 0.50 0.50 0.50 0.75 0.75 0.50 0.75 0.75 0.75 0.75 100-yr Intensity I... = in/hr 1.83 2.35 1.98 1.54 1.86 1.98 0.85 1.92 2.24 1.80 1.72 1.91 2.30 2.57 2.50 2.40 25-yr Intensity 125 = in/hr 1.36 1.69 1.47 1.14 1.38 1.46 0.64 1.42 1.62 1.34 1.29 1.42 1.66 1.84 1.79 1.73 Peak Flow (100 year) Q- = ft'/sec 128 0.47 1.75 1.68 0.18 0.45 1.19 0.36 1.55 0.96 1.23 0.68 1.03 0.89 1.92 2.07 0.77 0.94 1.62 Peak Flow (25 year) Qn = felsec 0.95 0.34 1.29 1.25 0.14 0.33 0.88 0.27 1.15 0.71 0.89 0.50 0.77 0.66 1.43 1.49 0.55 0.67 1.17 Sand and Grease Trap Calculations Size of SIG Trap gal 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 Number of S/G Traps 1 1 1 1 1 1 1 1 1 1 1 1 Thriat Dimensions in 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 12x48 Throat Area A, = ft 4 4 4 4 4 4 4 4 4 4 4 4 Velocity through S/G Trap= V(s/g)= ft/sec 0.32 0.31 0.22 0.29 0.18 0.22 0.13 0.36 0.37 0.14 0.17 0.29 Volume Calculations Runoff Volume Vol= ft' 3152 3029 2138 2789 1728 2218 1215 3456 3726 1388 1688 2916 Add 15% fts 473 454 321 418 259 333 182 518 559 208 253 437 Total Required Volume Vol= fh 3625 3483 2459 3207 1987 2551 1397 3974 4285 1596 1941 3353 Trench Volume Calculations Trench Dimensions Depth (Indicts 1' freeboard) D = ft 10 10 10 10 10 10 10 10 10 10 10 10 Width W= ft 9 9 9 9 15 15 9 9 10 10 10 15 Length L= It 90 85 60 80 31 40 33 98 96 35 45 53 Drain Rock Void Ratio Vr = % 40 40 40 40 40 40 41 40 40 40 40 40 Percolation Rate Pr= in/hr 8 8 8 8 8 8 8 8 8 8 8 8 Trench Volume Tvol= fe 3708 3506 2496 3304 2042 2600 1431.93 4031.2 4304 1620 2060 34D6 Pond Volume Is a pond Required? Not Requinot Required Not Required Not Requinot Requinot Requir Dt Required Not Requinot Requinot Requinot Requinot Requirf Volume Required fP -83 -23 -37 -97 -55 -49 -35 -57 -19 -24 -120 -53 Q:119281\04-Eng\03-Calc\19281-DmCalcs-UPDATED.xls Page 1 of 2 Calculations by Area Beinvllle Square Form TR-55: Overland Grass Flow Manning's Coef. n= 0.24 0.24 0.24 0.24 0.24 0.24 Length of Flow L = it 228 5 228 208 32 140 Average Slope s = in/in 0.0057 0.01 0.009 0.01 0.025 0.01 2 yr-24 hr Rainfall Ps= in 1.2 1.2 1.2 1.2 1.2 1.2 Travel Time T, = min 74.00 3.00 62.00 55.00 9.00 40.00 From TR-55: Gutter Flow Average Slope s = Nft 0.01 0.005 0.01 0.005 0.008 0.005 Length of Flow L = ft 585 650 200 400 378 702 Average Velocity V = Nsec 2.03 1.44 2.03 1.44 1.82 1.44 Travel Time TZ = min 4.8 7.5 1.6 4.6 3.5 8.1 Total Time of Conc. Tc = min 78.8 10.5 63.6 59.6 12.5 48.1 Q..... Calculations (Rational Method) Drainage Area A= acres 1.60 0.40 1.60 0.80 0.50 1.81 Runoff Coeffecient C value= 0.75 0.90 0.75 0.75 0.75 0.90 100-yr Intensity I- - in/hr 0.82 3.02 0.96 1.01 2.75 1.19 25-yr Intensity 125 = in/hr 0.62 2.13 0.72 0.76 1.95 0.89 Peak Flow (100 year) quo = ft'/sec 0.92 1.09 2.01 1.15 0.61 1.76 1.03 1.94 2.97 Peak Flow (25 year) On = ft'/sec 0.70 0.77 1.46 0.86 0.46 1.32 0.73 1.45 2.18 Sand and Grease Trap Calculations Size of SIG Trap gal 1000 1000 1500 Number of SIG Traps 1 1 1 Thriat Dimensions in 12 x 48 12 x 48 15 x 60 Throat Area A, = ft` 4 4 6.25 Velocity through SIG Trap= V(s/g)= Mac 0.37 0.33 0.35 Volume Calcuations Runoff Volume Vol= it, 3617 3164 5346 Add 15% ft, 543 475 802 Total Required Volume Vol= ft, 4160 3639 6148 Trench Volume Calcuations Trench Dimensions Depth (inclds 1' freeboard) D = ft 10 10 10 Width W = it 20 20 17 Length L = ft 50 44 88 Drain Rock Void Ratio Vr = % 40 40 40 Percolation Rate Pr= in/hr 8 8 8 Trench Volume Tvol= ft3 4160 3680 6225.6 Pond Volume Is a pond Required? ad Required Not Required Not Required Volume Required W 0 -41 -78 0:\19281\04-Eng\03-Calc\19281-DmCalcs-UPDATED.)ds Page 6 of 7