HomeMy WebLinkAboutPinebridge Sub No. 1 FP App,✓�E IDIAN �- o
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
Mayor Tammy de Weerd
City Council Members:
Keith Bird
Joe Borton
Charles Rountree
David Zaremba
To insure that your comments and recommendations will be considered by
the Meridian City Council please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by:
October 21, 2008
Transmittal Date: October 6, 2008 File No.: FP 08-018
Hearing Date: October 28, 2008
Request: Final Plat approval for 5 commercial building lots and 2 common lots on
19.18 acres in a C -G zoning district for Pinebridge Subdivision No. 1
By: Stanley Consultants, Inc.
Location of Property or Project: 1830 E. Pine Avenue
Joe Marshall (No FP)
David Moe (Ivo FP)
Wendy Newton-Huckabay (Ivo FP)
Michael Rohm (Ivo FP)
Tom O'Brien (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, C/C
Brad Hoaglun, C/C
Keith Bird, C/C
David Zaremba C/C
Water Department
Sewer Department
Sanitary Services (No VAR, VAC, FP)
Building Department / Rich Greene
Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
Economic Dev. (CUP only)
Your Concise Remarks:
Meridian School District (Ivo FP)
Meridian Post Office (FP/PP/SHP only)
Ada County Highway District
Ada County Development Services
Central District Health
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power Co. (FP,PP,CUP/SHP only)
QWeSt (FP/PP/SHP only)
Intermountain Gas (FP/PP/SHP only)
Bureau of Reclamation (FP/PP/sHP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records
Downtown Projects:
Meridian Development Corp.
Historical Preservation Comm.
South of RR / SW Meridian:
NW Pipeline
New York Irrigation District
Boise -Kung Irrigation District
City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642
Phone 208-888-4433 • Fax 208-888-4218 • www.meddiancity.org
RECEIVES" �
CSE � Jilk,
k1nCM. Of (Meridian Planning Department
1 S ON & 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
C►3°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
to
Applicant Information
Applicant name: S334NLf`j t*1aVSt1LrAn1'rS IdC. Phone: 855 - 5/Po®
Applicant address: z2&A-/ S. rsoN am W& 1. SRE . / so M ERt oin. zip: a-w4yY2-
Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned C1'6ther rnt4!5. t .- 7 #J at lFEXn4 F7 2l"I
Owner
Owner
Agent t
Firm name:5m�!nlLEb Phone:
Address: A-Z&V S • 6®,( i ro AJ&y. SME !So , MF -2 OA,J , I L7 zip: 8346yZ
Primary contact is: B'Applicant ❑ Owner 13"Agent ❑ Other
Contact name: I L.SO4 Phone: 855 - SYvoa
E-mail: Fax: 855-5(0,0&
Subject Property Information
Location/streetaddress: /ASo E PgvE AUE �5TnTE Ad£ (5040 -MI vF %i41RulE1.�_, EAsrroF /�cuSrT C�lcauf
Assessor's parcel number(s): 5//o82-Itlyoo0� 51/o�Z�a1s/i��S''T 0-F E446-ILE e1W1.0' /Jo RrT/ e3F Cautitj�ku
Township, range, section: T 3d%, 2.1 E SEC. 8 Total acreage: I R 03 AC 69.
Current land use: YAUWT L.WPEVE tPW LAAWO Current zoning district: C -
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: R of E s e i Dy E sI imev y/ s/ o—/ tsIO. [
General description of proposed project/request: Fid Ai9P2cVAC. ftpPir l EP�2I
4>6
�L1BD/VlS/C/-/ n/D / �oNT1Nnlln(C� � �i1iC.oAgC.� Lori A -i -F® ��3 CoMNoti/ �r.ANDSc.A�E �csrs.
Proposed zoning district(s): if -a E ir2="
Acres of each zone proposed: P /A
Type of use proposed (check all that apply):
❑ Residential Ertommercial ErOffice ❑ Industrial ❑ Other
Amenities provided with this development (if applicable): A/
Who will own & maintain the pressurized irrigation system in this development? S I. (Z41 t.l ZysTcics�
Which irrigation district does this property lie within? h6PA O E21 OI Ax/ I R216/ted 21WOl t'r "0 SEV_LEQ S
Primary irrigation source: �C'�ACAe- Secondary: �=LP_ AbIA11— Cav t/F�-txx/ `Tb C/Ty IA��
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is city water): `/ 9, 5-15. /7 SF
Residential Project Summary (if applicable)
Number of residential units: Ar 1A Number of building lots: Nf A
Number of common and/or other lots: N/A
Proposed number of dwelling units (for multi -family developments only):
1 Bedroom: a /A 2 or more Bedrooms: /1//A
Minimum square footage of structure(s) (excl. garage): N /A Proposed building height: N/A
Minimum property size (s.f): a /A Average property size (s.£): 91A
Gross density (DU/acre-total land): 9 /A Net density (DU/acre-excluding roads & alleys): A[JA
Percentage of open space provided: N /A Acreage of open space: At l/9
Percentage of useable open space: N 1A (See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc): A/ /H
Type of dwellings) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family
Non-residential Project Summary (if
Number of building lots: ,$ Other lots:
Gross floor area proposed: -r-90 Existing (if applicable): WA
Hours of operation (days and hours): T60 Building height: ?'BIS
Percentage of site/project devoted to the following:
Landscaping: 77252 Building: 7rW Paving: ?130
Total number of employees: TSO Maximum number of employees at any one time: a -W
Number and ages of students/children (if applicable): A/ LA Seating capacity: LYZ
Total number of parking spaces provided: 7131-2 Number of compact spaces provided: ?T!P
Authorization
Print applicant name: M) KE WJ LSn►.1 / C--r,at.�< E�/ Cp/JSlJ L T1yt jTS
Applicant signature: ` l-� - Date: �5^ 2G►°�8
660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
2 (Rev. 4/4/08)
Ada M�Oww me
0
Stanley Consultants INC
A Stanley Group Company
Engineering, Environmental and Construction Services - Worldwide
August 5, 2008
City of Meridian
Planning Department
660 E. Watertower Lane, Ste. 202
Meridian, Idaho 83642
Dear Staff:
Subject: Pinebridge Subdivision No. 1 Final Plat Application
Annexation/Rezone Ordinance No. 08-1348 (Instrument No. 108022892)
Development Agreement Instrument No. 108022893
Stanley Consultants, Inc. is pleased to submit to the City of Meridian the final plat application for
Pinebridge Subdivision No. 1. Pinebridge Subdivision No. 1 will be located on 19.47 acres and will
consist of 5 buildable commercial/office lots and 3 common/landscape lots. Phase I includes Ada County
Assessor Parcel Nos. S 1108244600 and S 110824452 1, located south of Fairview Avenue, east of Locust
Grove, west of Eagle Road and north of Commercial Street. The City of Meridian City Council approved
the preliminary plat (PP -07-008), annexation and zoning (AZ -07-006), rezone (RZ-07-010), and variance
(VAR -07-007) for Pinebridge Subdivision on November 7, 2007. A Development Agreement was made
and entered into between the City of Meridian and DMB Investments, LLC on January 29, 2008. Said
development agreement was recorded in the office of the Ada County Recorder on February 28, 2008, as
Instrument No. 108022893. Meridian City Council passed Ordinance No. 08-1348 for the annexation and
rezone of the property as described in said ordinance.
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). The final plat is in substantial conformance with the
approved preliminary plat. Pinebridge Subdivision No. 1 does not include an increase in the number of
buildable lots or any reduction in the amount of open space and meets all requirements and conditions as
set forth by the City of Meridian. The construction plans included with this application are in 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:
B. Agency Comments/Conditions
Planning Department
1.1 ANNEXATION/REZONE COMMENTS
1.1.1 Noted.
1.1.2 Noted.
2264 South Bonito Way - Suite 150 - Meridian, ID 83642 - phone 208.855.5600 - fax 208.855.5656
www.stanleyconsultants.com
City of Meridian
August 5, 2008
Page 2
1.1.3 A Development Agreement was entered into between the City of Meridian and DMB Investments
on January 29, 2008. The DA was recorded on February 28, 2008, in the office of the Ada County
Recorder, as Instrument No. 108022893.
1.2 PRELIMINARY PLAT — SITE SPECIFIC REQUIREMENTS
1.2.1 Noted.
1.2.2 A landscaping plan showing perimeter landscaping has been submitted with this final plat
application. The submitted landscaping plan is consistent with the preliminary landscaping plan.
1.2.3 Multi -use pathways as noted by the City are not part of this phase of the development, but will be
provided in future phases as required by the City.
1.2.4 Noted.
1.2.5 Noted.
1.2.6 Not a part of this phase of the development.
1.2.7 Noted.
1.2.8 Noted.
1.2.9 Underground, pressurized irrigation will be provided to each lot within Pinebridge Subdivision
No. 1 as shown in the construction plans provided with this fmal plat application.
1.2.10 Noted.
1.2.11 Noted.
2 PUBLIC WORKS DEPARTMENT
2.1 Plans for sanitary sewer service are provided with the construction plans included with this final
plat submittal.
2.2 Plans for water service are provided with the construction plans included with this final plat
submittal.
2.3 Noted.
2.4 Noted. Pinebridge Subdivision No. 1 does not include excavation or improvements within a flood
hazard area that would require a Flood Plain Development Permit. Where future phases would
include excavation or improvements in a flood hazard area the applicant will submit the necessary
permits and comply with all conditions set forth by said permit.
2.5 Noted.
2.6 Noted.
2.7 Ownership and operation plans for the pressure irrigation system are included with the construction
plans submitted with this final plat application.
2.8 A single -point connection to the culinary water system will be provided to this phase of the
development as proposed in the construction plans.
2.9 Noted.
2.10 Noted.
2.11 Noted.
2.12 Noted.
2.13 Noted.
2.14 Waterways proposed to be covered within this phase of development will be addressed prior to
construction plan approval.
2.15 Noted.
2.16 Noted.
2.17 Noted.
2.18 Noted.
9 -da -am arn &M,
ql=?')
City of Meridian
August 5, 2008
Page 3
2.19 Noted.
2.20 Noted.
2.21 Noted.
2.22 Noted.
2.23 Noted.
2.24 Street light installation will be coordinated with the Public Works Department and Idaho Power
Company.
3 FIRE DEPARTMENT
3.1 Noted.
3.2 Fire hydrant locations are shown on the construction plans submitted with this final plat
application.
3.3 Noted.
3.4 Refer to construction plans for compliance with this requirement.
3.5 Noted.
3.6 Noted.
3.7 Noted.
3.8 Roadways will be constructed to Ada County Highway District cross section requirements and will
have a clear driving surface.
3.9 Noted.
3.10 Noted.
3.11 Noted.
3.12 Noted.
3.13 Noted.
3.14 The existing house referred to in this comment is not part of this final plat.
3.15 Noted.
3.16 Noted.
3.17 Noted.
3.18 Noted.
3.19 Noted.
3.20 Noted.
3.21 Noted.
3.22 Noted.
3.23 Noted.
3.24 Noted.
3.25 Noted.
3.26 Plans for this intersection are not part of this phase of the development, but will be included in a
future phase.
3.27 Reference to said Lot and Block is not part of this phase of the development.
3.28 Meridian City Council granted a variance permitting access to Eagle Road from Commercial Street.
4 POLICE DEPARTMENT
4.1 Multi -family residential development will be part of a future phase of development and is not part
of this final plat application.
9-920"ba 0 9
qiw@.
City of Meridian
August 5, 2008
Page 4
4.2 Noted.
4.3 Deleted.
4.4 Noted.
4.5 Noted.
4.6 The Pinebridge/Fairview intersection design will be included in a future phase of development and
is not part of this final plat application.
4.7 Noted.
4.8 See comment in 3.28 above.
5 PARKS DEPARTMENT
5.1 Noted.
6 SANITARY SERVICE COMPANY
6.1 Noted.
7 ADA COUNTY HIGHWAY DISTRICT
7.1 SITE SPECIFIC CONDITIONS OF APPROVAL
7.1.1 Right-of-way dedication to be part of a future phase of development.
7.1.2 Noted.
7.1.3 Noted.
7.1.4 Noted. Construction plans for Pine Avenue have been submitted and are under review.
7.1.5 Noted.
7.1.6 Noted.
7.1.7 A signal will be installed at this intersection as part of a future phase of development.
7.1.8 Noted.
7.1.9 Noted.
7.1.10 Noted.
7.1.11 A detailed analysis of the proposed roundabouts has been prepared and will be submitted to
ACRD.
7.1.12 Noted.
7.1.13 Noted. This intersection will be constructed as part of a future phase of development.
7.1.14 Noted. To be part of a future phase of development.
7.1.15 Noted.
7.1.16 Noted.
7.1.17 Noted.
7.1.18 Noted.
7.1.19 Noted.
7.2 STANDARD CONDITIONS OF APPROVAL
7.2.1 Noted.
7.2.2 Noted.
7.2.3 Noted.
7.2.4 Noted.
7.2.5 Noted.
c • •
City of Meridian
August 5, 2008
Page 5
7.2.6 Noted.
7.2.7 Noted.
7.2.8 Noted.
7.2.9 Noted.
7.2.10 Noted.
7.2.11 Noted.
7.2.12 Noted.
7.2.13 Noted.
8 CENTRAL DISTRICT HEALTH DEPARTMENT
8.1 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
Senior 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 (8 %2 x 11)
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 %2 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
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Hearing Date: October 28, 2008
File No.: FP -08-018
Project Name: Pinebridge Subdivision No. 1
Request: Final Plat approval for 5 commercial building lots and common lots on 19.18
acres in a C -G zoning district by Stanley Consultants, Inc.
Location: 1830 E. Pine Avenue in the NW I/4 of T. 3N., R. IE., Section 8.
• •
1
DESCRIPTION FOR
PINEBRIDGE SUBDIVISION NO.1
August 5, 2008
A PARCEL OF LAND BEING A PORTION OF THE NW 1/4 OF SECTION 8,
TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF
MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE NW 1/4 (WEST 1/4
CORNER) OF SECTION 8, T3N., R.1 E., B.M., THENCE N 89°38'58" E, 2649.71
FEET TO THE SOUTHEAST CORNER OF THE NW 1/4 (CENTER 1/4) OF
SAID SECTION 8;
THENCE N 00°04'01" E, 45.00 FEET ALONG THE EAST LINE OF THE NW'/
TO A POINT ON THE NORTH RIGHT OF WAY OF E. PINE AVENUE, THE
REAL POINT OF BEGINNING OF THIS DESCRIPTION;
ALONG SAID NORTH RIGHT OF WAY THE FOLLOWING:
THENCE S 89027'55" W, 745.76 FEET TO A POINT OF CURVATURE;
THENCE 206.98 ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A
RADIUS OF 1600.00 FEET, A DELTA ANGLE 7°24'43", A TANGENT OF 103.64
FEET AND CHORD BEARING S 8504531" W 206.84 FEET TO A POINT OF
REVERSED CURVATURE;
THENCE 63.49 ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A
RADIUS OF 49.50 FEET, A DELTA ANGLE 73°29'04", A TANGENT OF 36.95
FEET AND A CHORD BEARING N 61012'19" W 59.22 FEET TO A POINT OF
COMPOUND CURVATURE;
THENCE 88.14 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE
HAVING A RADIUS OF 198.00, A DELTA ANGLE 25°30'20", A TANGENT OF
44.81 FEET AND A CHORD BEARING N 11042'37" W 87.42 FEET TO A
POINT ON A CURVE;
THENCE N 88057'27" W 71.82 FEET TO A POINT;
LEAVING SAID NORTH RIGHT OF WAY:
THENCE N 12000'20" E 64.10 FEET TO A POINT OF CURVATURE;
THENCE 61.39 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE
HAVING A RADIUS OF 355.50, A DELTA ANGLE 9053'40", A TANGENT OF
Q:\19642\05-Sry\01-Doc\19642-PI N E-NO1.doc
• •
2
30.77 FEET AND A CHORD BEARING N 16057'10" E 61.32 FEET TO A POINT
OF TANGENCY;
THENCE N 21054'00" E 69.76 FEET TO A POINT OF CURVATURE;
THENCE 73.19 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 298.50 FEET, A DELTA ANGLE 14002'58", A TANGENT OF
36.78 FEET AND A CHORD BEARING N 14052'31" E 73.01 FEET TO A POINT
OF COMPOUND CURVATURE;
THENCE 81.25 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 54.00 FEET, A DELTA ANGLE 86012'18", A TANGENT OF 50.54
FEET AND A CHORD BEARING N 35015'07" W 73.80 FEET TO A POINT OF
TANGENCY;
THENCE N 78021'16" W 112.78 FEET TO A POINT;
THENCE N 09031'48" E 65.10 FEET TO A POINT ON A CURVE;
THENCE 169.98 FEET ALONG A CURVE TO THE LEFT, SAID CURVE
HAVING A RADIUS OF 748.00 FEET, A DELTA ANGLE 13°01'14", A TANGENT
OF 85.36 FEET AND A CHORD BEARING S 86058'49" E 169.62 FEET TO A
POINT OF COMPOUND CURVATURE;
THENCE 61.89 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 52.00 FEET, A DELTA ANGLE 68°11'33", A TANGENT OF 35.20
AND A CHORD BEARING N 5202448" E 58.30 FEET TO A POINT OF
COMPOUND CURVATURE;
THENCE 44.85 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING
A RADIUS OF 144.50 FEET, A DELTA ANGLE 17046'57", A TANGENT OF
22.61 FEET AND A CHORD BEARING N 09025'32" E 44.67 FEET TO A POINT
OF TANGENCY;
THENCE N 00032'04" E 75.91 FEET TO A POINT;
THENCE N 06012'33" E 50.53 FEET TO A POINT OF CURVATURE;
THENCE 139.75 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE
HAVING A RADIUS OF 509.50 FEET, A DELTA ANGLE 15042'58", A TANGENT
OF 70.32 FEET AND CHORD BEARING N 14004'02" E 139.32 FEET TO A
POINT ON A CURVE;
THENCE S 68024'27" E 54.12 FEET TO A POINT;
Q:\19642\05-Sry\01-Doc\19642-PINE-NO1.doc
3
THENCE N 88013'37" E 847.88 FEET TO A POINT ON THE EAST LINE OF
THE NW 1/4 OF SAID SECTION 8;
THENCE S 00°04'01" W, 835.33 FEET ALONG SAID EAST LINE, SAID LINE
ALSO BEING THE WEST BOUNDARY OF GEMTONE CENTER NO. 3 AND 5,
TO THE REAL POINT OF BEGINNING OF THIS DESCRIPTION, SAID
PARCEL CONTAINING 19.18 ACRES MORE OR LESS.
MICHAEL E. MARKS, PLS NO. 4998
Q:\19642\05-Sry\01-Doc\19642-PINE-NO1.doc
R BOIS
fflMe
E IDAHO X118107 Ox2TOPMADA0NAVARRO""'N"PioneeCo.
DEPUTY BonnieOberbilBp III Iillllllllllllllllllnlll111111111
RECORDED—REQUEST OF 197115
801NG BEYOND Pioneer
8151 W. Rifleman Ave./ Boise
Idaho 83704 / (208) 377-2700
283435 4yv^I lk
WARRANTY DEED
For Value Received BW Meridian, Inc., which acquired title as B W Meridian, Inc., an
Idaho corporation,
hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto
TQ Flagstone, LLC, A Washington limited liability company
hereinafter referred to as Grantee, whose current address is 1249 Tapadera, Ontario, Oregon 97914
the following described premises, to -wit:
SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF.
To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs
and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor
is the owner in fee simple of said premises; that said premises are free from all encumbrances except current
years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record,
and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims
whatsoever.
Dated: August 14, 2007
BW Meridian, Inc.
Dennis M. Baker, , President
STATE OF Idaho, County of Ada, ss.
On this I0A day of August , in the year of 2007, before me the undersigned, a notary public,
personally appeared Dennis M. Baker known or identified to me to be the President of the corporation
that executed the instrument or the persontpersons who executed the instrument on behalf of said
corporation, and acknovX)A#°Jo me that such corporation executed the same.
low
�pTAnJ, e
- 6�1e'w
_ 0fr'
S P %, •• U S �'1G ao ••17 NtryPc
of Idaho
`�.�A ®••a.•°o°pO° �`�o°`p Residing at GukhmR ""Of
°°•°r$ OF lq °°°° Commission expires: Msyfi6tl/B-+�
0 EXHIBIT A .
Proposed Lot 2, Block 4 Pinebridge Subdivision (Staybridge Parcel)
A parcel of land being a portion of the Northwest quarter of Section 8, Township 3 North, Range 1
East, Boise Meridian, City of Meridian, Ada County, Idaho, being more particularly described as
follows:
Commencing at the Southeast corner of the Northwest quarter (center quarter comer) of Section 8,
Township 3 North, Range I East, Boise Meridian,
Thence North 00°04'01" East, 73.00 feet along the East line of the Northwest quarter to the
Southeast comer of proposed Lot 2, Block 4, Pinebridge Subdivision, the REAL POINT OF
BEGINNING of this description;
Thence South 89°27'55" West, 444.62 feet to the Southwest comer of said Lot 2;
Thence North 00000'00" West, 345.14 feet to the Northwest comer of said Lot 2;
Thence North 90°00'00" East, 445.00 feet to the Northeast comer of said Lot 2;
Thence South 00°04'01" West, 340.99 feet to the REAL POINT OF BEGINNING of this
description.
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
L TQ FIA LL G l2y f Tip PA.7>GarA
(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:
S l y
4dis4I Ly%, L /nY, Z24V 5.0 rm Ave -05=45e, MEe PIA, 1 IP' 0061/2-
(name)
36y2(name) (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 1sT day of A (4,11, Z 20 &,9
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
(Notary Public for Idaho)
Residing at:
DEBBIE GORSKI
NOTARY PUBLIC My Commission Expires: —A
STATE OF IDAHO
253
APPLICATION FOR
REGISTRATION OF FOREIGN oo JUIN - I PH 12: 24
LIMITED LIABILITY COMPANY= aA7E
(Instructions on back of application) SEC" -*STA*,-:,:-
DMO
1. The name of the limited liability company is:
TO PROPERTIES, LLC
2. If the name of the limited liability company is not permissible or is not available in Idaho,
the name the foreign limited liability company will use in Idaho is:
3. The jurisdiction under whose laws the limited liability company is organized is: Washington
and the date of its formation was: 12/21/2004
4. The name and address of the registered agent in Idaho is:
Larry Croom, 2987 Silverwood Place, Pocatello, ID 83206
5. The address of the limited liability company's office in the jurisdiction under whose laws
it is organized is:
1145 Broadway Plaza, Suite 1500, Tacoma, WA 98402
6. The address of the limited liability company's principal office, if other than the address
in #5 above, is:
7. The address to which correspondence should be addressed is:
1249 Tapadera Ave, Ontario, OR 97914
8. Signature of a manager, if any, or a member
if there are no managers.
Signature Al.�i�►�J
Typed Name Robert M. Quinn
Manager p Member p
u
Secretary of state use ony
IDAHO SEWARY OF STATE
86/01/2806 @5x@8
"
N CT:
H
1 @@ 1� ii REO�Foi�el# Z
Web Form
a
K./ �1
0M ST),'TES OF
HM4V
q111W�
Cq
�d��jlriQlOtt
Se.cretar"'yjo'of State'
I, SAM REED, Secretary of State of the State of Washington and custodian of its seal, hereby
issue this
CERTIFICATE OF EXISTENCE/AUTHORIZATION
OF
TQ PROPERTIES, LLC
I FURTHER CERTIFY that the records on file in this office show that the above named
Limited Liability. Company was formed under the laws of the State of WA and was issued a
Certificate Of Formation in Washington on 12/21/2404.
I FURTHER CERTIFY that as of the date of this certificate, TQ PROPERTIES, LLC remains
active and has complied with the filing requirements of this office,
Date: May 1.1, 2006
UBI: 602-456-245
Given under my hand and the Seal of the State
of Washington at.Olympia, the State Capital
Sam Reed, Secretary of State
No. WM2" -Due no later than June 30, 2008 fr"ftW App aid OMw No PO BOX
e
Annual Fonn LARRYCROOM
Ratum to: 9Ie*T~eI) PL.
SECAETARY OF STATE IR -81M
TO PROPERTIES, LLC
450 NORTH FOURTH STREET: _
ROBERT M QUINN jjqVZ& rage - A; It Uld
PO BOX 83720 1249 TAPAMRA AVE TdL PAM
BOISE, 10' 8=20-0080 ONTARIO, OR 97914
NO FILM FEE IF
RECEIME-0 BY OUR D -AM
em
4.. Limited Liability Companies: Enter Names and AddrOMes Of IV18nal;
-office bw StrW or P.O. Addrso-
Qr ��j M 12,49 -%p4Aft-s_
U�_ on Lam at
WASHINGTON Sig
W 51285
Nano –A
d 0410_112008 Do Not To" or ShIfft
4 .
Dals
Twe
Zb.
q'7qlq
A000MAIDATION,
RECORDED- ttRc.S T L'-F�p COLI TY RECMER
I
'I
Drpulryg&;R�
�
26,02 AP � ARM � � 9TY2 DEED 1042039415
FOR VALUE RECEIVED B., W., INC., AN IDAHO CORPORATION
GRANTOR(S) DOES (DO) HEREBY GRANT, BARGAIN, SELL AND CONVEY UNTO
B W MERIDIAN, INC. , AN IDAHO CORPORATION
GRA.NTEE(S), whose address is: 250 S.. BEECHWOOD # 120, BOISE, IDAHO 83 709
The following described property in ADA County, State of Idaho,
More particularly describW as follows, to wit.
SEE EXHIBIT "A" ASTTACHED HERETO AND BY REFERENCE MADE A PART HEREOF
TO HAVE AND TO HOLD the premises, with their appurtenances unto the said Grantee(s), and
Grantee(s) heirs and assigns forever. And the said Grantor(s) does (do) hereby covenant to and with the
said Grantee(s), the Grantor(s) is/are the ownesr(s) in fee simple of•said premises; that said premises are f=
from all encumbrances, EXCEPT those to which this conveyance is expressly made Subject and those
made, suffered or done the Grantee(s) ; and subject to reservations, rostrictions, dedications, easements,
rights of way and agreemmts, (ifany) ofrecord, and general taxes and assmssmera% including iaription
and utility assessments, (if any) for the curl ent year, which are not yet due and payable, and that Grantors)
will warrant and defend the same from all lawful claims whatsoever.
DATED:-
�` B. W., INC.,
BY ` ::'..,`•,rte __......�=�e.� �f.�
D M. BAKER o PRESIDENT
STATE OF .IDAHO , C
�O
�UNTY OF ADA AS.
On this _ da of',/4111X1I-�� "
DA��.,.�,,`SELLS .$ N Public' ut the year of 2002 , befir®e me
idem' to p �Y ed DENNIS X BAKER Known or•
Si3� OF B. W , INC. ersexa name
subscribed en t and ae ed io me that the
g
I PUB Ac J16
-rill 1ID � �
.icesiding at Meridian, M
W commission expir-es: I
0
EXHIBIT A
Alle Number. P135414
PARCEL[
PART OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 3 NORTH, RANGE 1 EAST OF THE
BOISE MERIDIAN. BEGINNING AT A POINT NORTH 89 DEGREES EAST 687.4 FEET FROM THE WEST
QUARTER CORNER OF SAID SECTION;
THENCE NORTH 89 DEGREES EAST 1962.3 FEET TO CENTER OF SAID SECTION;
THENCE NORTH 0 DEGREE 37' WEST 878.5 FEET;
THENCE SOUTH 87 DEGREES 33' WEST 848 FEET;
THENCE SOUTH 0 DEGREE 41' EAST 273.8 FEET,
THENCE SOUTH 89 DEGREES 19' WEST 450.1 FEET;
THENCE SOUTH 0 DEGREE 41' EAST 435.73 FEET; .
THENCE SOUTH 89 DEGREES WEST 665.6 FEET;
THENCE SOUTH 0 DEGREE 4i' EAST 150 FEET TO THE POINT OF BEGINNING.
EXCEPT A TRACT OF LAND IN THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 3 NORTH, RANGE
1 EAST, BOISE MERIDIAN, IN ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 8;
THENCE NORTH 89'DEGREES 00' EAST 687.4 FEET ALONG THE EAST AND WEST CENTERLINE OF SAID
SECTION 8;
THENCE NORTH 0 DEGREE 41' WEST 150.0 FEET;
THENCE NORTH 89 DEGREES 00' EAST 665.6 FEET TO THE REAL PLACE OF BEGINNING;
THENCE NORTH 0 DEGREE 41' WEST 435.73 FEET;
THENCE NORTH 89 DEGREES 19' EAST 151.94 FEET;
THENCE SOUTH 0 DEGREE 4i' EAST 434.89 FEET TO A STEEL STAKE;
THENCE SOUTH 89 DEGREES 00' WEST 151.94 FEET TO THE REAL PLACE OF BEGINNING.
PAR EL 11
A TRACT OF LAND IN THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 3 NORTH, RANGE 1 EAST,
BOISE MERIDIAN, IN ADA COUNTY, STATE OF IDAHO, AND MORE PARTICULARLY DESCRIBED AS
FOLLOWS:. 1
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 8;
THENCE NORTH 89 DEGREES 00' EAST 687.4 FEET ALONG THE EAST AND WEST CENTERLINE OF SAID
SECTION 8;
THENCE NORTH 0 DEGREE 41' WEST 150.00 FEET;
THENCE NORTH 89 DEGREES o0' EAST 817.54 FEET;
THENCE NORTH 0 DEGREE 41' WEST 434.89 FEE-' TO THE REAL PLACE OF BEGINNING;
THENCE CONTINUING NORTH 0 DEGREE 41' WEST 221.8 FEET TO A STEEL STAKE;
THENCE NORTH 89 DEGREES 19' EAST 298.16 FEET;
THENCE SOUTH 0 DEGREE 41' EAST 221.8 FEET;
THENCE SOUTH 89 DEGREES 19' WEST 298.16 FEET TO THE REAL PLACE OF BEGINNING.
EARgEl. q1
A TRAPERIUM TRACT OF LAND IN THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 3 NORTH,
RANGE 1 EAST, BOISE MERIDIAN, IN ADA COUNTY, STATE OF IDAHO AND MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE CORNER OF SECTIONS 5, 6, 7 AND 8, TOWNSHIP 3 NORTH, RANGE 1 EAST, ADA
COUNTY, IDAHO;
THENCE SOUTH 0 DEGREE 41' EAST ON THE SECTION UNE BETWEEN SECTIONS 7 AND 8 A DISTANCE
OF 1830.9 FEET;
THENCE EAST ALONG EXISTING FENCE UNE TO A POINT BEARING NORTH 89 DEGREES 19' EAST A
DISTANCE OF 1504.94 FEET, THE REAL POINT OF BEGINNING, A STEEL PIN AT CORNER FENCE POST.
VOW NORTH 0 DEGREE 41' WEST 172.6 FEET TO THE CENTER UNE OF THE DRAIN DITCH;
THENCE ALONG THE CENTER LINE OF THIS DRAIN DITCH A DISTANCE OF 321.4 FEET, MORE OR
_ESS, BEARING SOUTH 69 DEGREES 06' EAST;
"HENCE SOUTH 52 FEET -TRUE BEARING SOUTH 0 DEGREE 4' EAST, BEING PARALLEL TO THE WEST
JNE OF THIS PARCEL;
HENCE SOUTH 89 DEGREES 19' WEST A DISTANCE OF 298.16 FEET TO THE REAL PLACE OF
IEGINNING.
:NfD OF LEGAL DESCRIPTION
•
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
i . 9►1 .i • i - z - i• ��
r,.
J
L.0
being first duly sworn upon, oath, depose and say:
1. That I am the record owner of the property described on the attached, and I grant my
permission to:
<%rabILEy C-Tarlts �ztoy 5. ,-ry Luh. saw so��l ►ate �� 836yZ
(name) (address)
to submit the accompanying application(s) pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
3. I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this -day of 20400
(Signature)
SUBSCRIBED AND SWORN to before me
Public for Idaho)
Residing at:
My Commission Expires: /
FILEOMPManve
ARTICLES OF INCORPORATION
JUG J f 3 OQ ; :
00
BW MERIDIAN, INC. rcR
AN IMW Coaral� TION S T-4,
The undersigned natural person of the age of eighteen years or older, acting as the
incorporator of BW Meridian, Inc., under the Idaho Business Corporation Act, Title 30, Chapter
1, Idaho Code, adopt the following articles of incorporation:
ARTICLE I - NAME
The name of this Corporation is "BW Meridian, Inc."
ARTicLE II - DURATION
This Corporation shall have perpetual existence.
ARTICLE III - PURPOSE
The purpose of the Corporation is to engage in any lawful act or activity for which
corporations may be organized under the Idaho Business Corporation Act.
ARTICLE IV - CAPITALIZATION
This Corporation shall have authority to issue an aggregate of . one. millioti (I., 00°
of stock. This Corporation shall have one (1) class of stock. The class, aggregate number and
par value per share of the shares which the Corporation is authorized to issue are as follows:
LASS NUMBER PAR VALUE PER SHARE
Common 1,000,000 No Par Value
The Common Stock shall be divided into One Hundred Thousand (100,000) shares of
Voting and Nine Hundred Thousand (900,000) shares of Non -Voting. However, each share shall
have equal rights to distribution and equal rights to the next assets of the corporation upon
liquidation. IDANO SECRETARY OF STATE
08/11/2608 09:80
CII: 3353 CT: tM46 AN: 348665
ARTICLES OF INCORPORATION - PAGE 1
L. $1jt45
•
ARTICLE V - PREEMPTIVE RIGHTS
This Corporation elects to have preemptive rights.
•
ARTICLE VI - CUMULATIVE VOTING
In all elections for Directors, shareholders shall be permitted to cumulate their votes. In such
elections, shareholders shall have a number of votes equal to the number of shares of stock registered
in the shareholder's name on the books of the corporation, multiplied by the number of Directors to
be elected.
ARTICLE VII - INITIAL REGISTERED AGENT AND OFFICE
The name of the initial registered agent of this Corporation, and the address of the
Corporation's initial registered office, are as follows:
Matthew J. Baker 250 Beechwood, Suite 120
Boise, Idaho 83709
ARTICLE VIII - DIRECTORS
The business of the Corporation shall be managed by its Board of Directors, each of whom
shall be at least eighteen (18) years of age. The number of directors of the Corporation shall be
set forth in the Bylaws and may be altered from time to time by amendment of the Bylaws in a
manner not prohibited by law. Until so changed, the number of directors shall be one (1).
Directors do not need to be shareholders of the Corporation.
The initial board of directors of the Corporation shall consist of one (1) director. The
name and address of the person who is to serve as director until the first annual meeting of
shareholders, or until his successors aree elected and qualified, are as follows:
NAME
ADDRESS
Dennis M. Baker 250 Beechwood, Suite 120
Boise, Idaho 83709
ARTICLES OF INCORPORATION - PAGE 2
•
ARTICLE IX - INCORPORATOR
The name and address of the incorporator are as follows:
40
NAME DREss
Rick D. Bailey 3090 Gentry Way, Suite 150
Meridian, ID 83642
ARTICLE X - ELmINATION OF PERSONAL LIABILITY OF DIRECTORS
The directors of this Corporation are not liable to the corporation or to its shareholders for
monetary damages for any action taken, or failure to take any action, as a director, except liability
for the following:
(1) The amount of a financial benefit received by a director to which he
or she is not entitled;
(2) An intentional infliction of harm on the corporation or the shareholders;
(3) A violation of Idaho Code § 30-1-833; or
(4) An intentional violation of criminal law.
ARTICLE XI - INDEMNIFICATION OF DIRECTORS AND OFFICERS
The Corporation shall indemnify and hold harmless each director for liability, as defined
in Idaho Code § 30-1-850(5), to any person for any action taken, or any failure to take any action,
as a director, except for:
(1) Receipt of a financial benefit to which he or she is not entitled;
(2) An intentional infliction of harm on the corporation or the shareholders;
(3) A violation of Idaho Code § 30-1-833; or
(4) An intentional violation of criminal law.
ARTICLES OF INCORPORATION - PAGE 3
•
•
ARTICLE XII - LpdmD LIABILITY FOR SHAREHOLDERS
The private property of the shareholders shall not be subject to the payment of corporate
debts of this Corporation to any extent whatsoever.
DATED the 1 Vh day of August, 2000.
ARTICLES OF INCORPORATION - PAGE 4
AOL
N0. C 135145 no tater than
Annual Rept
Retum to:
SECRETARY OF STATE
450 NORTH FOURTH STREET
PO SOX 83720
BOISE, ID 83720.0080
NO FILING FEE IF
E
&V MIFA
BVH MERIDIAN, INC.
MATTHEW J BAKER
250 BEECHWOOD STE 120
BOISE, ID 83709
August 311. 2007 2. qWwW Aqw and once NO PO SOX
rt Foran MATTHEW J BAKER
250 9EECHWOOD STE 120
BOISE, ID 83709
4• Corporations: Enter Names and Business Addresses of President. Secretary and Directors.
r NOW Street or P.O. Addmw 'e
'1�s�7f ��ltt1%3/�I,d�Yl��r f• ,inn Av;ljw -Ad. VOW
4
{
8.Or9 twd Under iiia Laws ol:
IDAHO
C 135145
issued 0610112007
200708002244
Do Not Tape or Staple
i
PREOMINARY1FINAL
5/112008
ADA COUNTY STREET NAME EVALUAJION
SUBDIVISION NAME: PINEBRIDGE SUB NO I
AGENCY and AGENCY FILE NO: Meridian: PP 07-008
SECTION/ TOWNSHIP/ RANGE: 3N 1E 8
DEVELOPER: STANLEY CONSULTANTS
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. FAIRVIEW AVE'6 -* ' N. LOCUST GROVE RD vl 'E. PINE AVE " /
THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED:
E. STATE STO • N. WEBB WAY 0 /
THE FOLLOWING PROPOSED STREET NAMES ARE DENIED:
N. WEBB AVE " 'N. LOCUST GROVE,
THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE:
NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON
THE SUBDIVISION PLAT AND RESUBMIT TO THE COh0ffrrEE A FINAL REVIEW WITH NO CHANGES
REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGR--MM AT TIME OF
RECORDING.
N. Webb Way shall replace N. Webb Ave (correct street designation)
N. Locust Grove Rd shall replace N. Locust Grove (add directional)
ADA COUNTY ENGINEER
113109,1101301
FIRE DEPARTMENT
ADA COUNTY HIGHWAY DIS.
ADA COUNTY SEER] FF
Street Approval Sent:
Jim Fwens
Representativ
Representativ
Representative
�� 04
Representative rr
DATE _C— L — etl
DATE 5-1 - C8
DATES—
DATE-
DATE
Off'
Stanley Consultants INC
A Stanley Group Company
Engineering, Environmental and Construction Services - Worldwide
September 2, 2008
City of Meridian
Planning Department
660 E. Watertower, Ste. 200
Meridian, ID 83642
Subject: Pinebridge Subdivision #1
This is certification that all street finished elevations at centerline are set a minimum of three feet above
the highest established normal groundwater elevation.
There are no private streets or driveways in this subdivision.
Please don't hesitate to call me if you have any questions or need additional information.
Sincerely,
Stanley Consultants, Inc.
S J , A OXn
Stan McHutchison, P.E.
Enclosures: l.Plans (2 sets )
slm:slm
2264 South Bonito Way • Suite 150 • Meridian, ID 83642 • phone 208.855.5600 • fax 208.855.5656
www.stanleyconsultants.com
fl -I
•
PROJECT No. 19642
ACHD DRAINAGE CALCULATIONS
FOR
Pinebridge Phase 1
City of Meridian
Ada County, Idaho
15 -May -2008
o
_ o
Stanl,�y-INC
1940 S. Bonito Way, #140
Meridian, Idaho 83642
208-288-0573
Q:\19642\04-Eng\03-Calc\02-SD\19642-DmCalcs-ACHD v08 0515.)ds Page 1 of 13
•
0
Pinebridge Phase 1
PROJECT No. 19642
DRAINAGE SYSTEM OVERVIEW
The first phase of Pinebridge includes five buildable lots and three non -buildable lots. It is located in
Section 8, Township 3 North, Range 1 East. This report only calculates the runoff from the rights-of-
way. Lot runoff will be addressed by the individual lot owners at the site design phase of
development. Each lot must retain all their runoff on site.
EXISTING CONDITIONS
The majority of the project site presently consists of irrigated farm land. It generally slopes to the
northwest (at less than 1 %) into the Jackson Drain. We determined the predevelopment Q25 flow.
Pursuant to the policy of the Nampa & Meridian Irrigation District (NMID), all flows that discharge into
an NMID drain must be less than the predevelopment Q25 flow rate.
DESIGN CONDITIONS
Pinebridge Subdivision was divided into 3 major drainage basins. Area A (subareas Al and A2) are
serviced by a seepage bed. Area C (subareas C1 and C2) are serviced by a temporary drainage
pond. Area B (subareas B1 and B2 drain directly into the Jackson Drain. The allowed flow into the
Jackson Drain is limited to the predevelopment Q25 of the entire site. This Q25 was calculated and is
shown in the drainage report. The design was based on the ACHD Development Policy Manual .
Each basin was analyzed for the 25 -year and 100 -year flow rate and the 100 -year runoff volume.
The stormwater retention facilities on the site were sized to accommodate the runoff from a design
storm with a 100 -year return frequency (see attached calculations).
PROPOSED CONDITIONS
The onsite drainage will be conveyed by both surface and subsurface systems. The surface flow will
be contained within the street sections to designed low points where a series of inlets will convey the
flow to the appropriate retention facility (seepage bed). Runoff will be pretreated with sand/grease
traps sized for each drainage area or combined drainage areas before being piped to the retention
facility (see attached calculations).
In accordance with the Development Policy Manual, the rational formula (Q=CIA) was used to
estimate the peak runoff rates. A runoff coefficient (C) of 0.95 was used for the design condition and
0.1 was used for the predevelopment runoff. Time of Concentration values were calculated for each
drainage area with a minimum allowable value of 10 minutes. Rainfall intensity (1) for each drainage
area was Interpolated for each drainage area per its Tc value. contributing impermeable flow (see
attached calculations).
Per the Development Policy Manual, the 100 -year high water level is a minimum of 1 -ft below the top
of each seepage bed. The bottom elevation of each seepage bed is a minimum of 3 -ft above the
seasonal high groundwater as measured by the site soils report. Three feet of filter sand will be
installed below the bottom elevation for water quality treatment during percolation. All seepage beds
will completely drain within 24 -hours.
Piping was sized to accomodate the 25 -year peak flow event using manning's equation for PVC pipe
(see attached calculations).
SOIL CONDITIONS
Based upon the soils and subsurface investigation for this area, there should be no problems with
using the existing soils for drainage as shown. Groundwater was encountered from 7 to 14 feet
below the existing surface. The infiltration rate for design was calculated per the Development
Policy Manual. In the event that either groundwater or rock is encountered other than expected
during construction, a revised design will be done based upon field conditions.
Q:\19642\04-Eng\03-CaIc102-SD\19642-DmCalcs-ACHD W8 0515.)ds
C�
PreDevelopment
Time of Concentration Calculations
From TR -55 :
Qpwk Conveyance Calculations (Rational Method)
C�
Pinebridge Phase 1
PROJECT No. 19642
Ti =
0.007](n)(L)]0.8
T1 =
n =
0.24
(P2)0.5(S)0.4
_
#VALUEI hours
_
#VALUE! minutes
T, =
#VALUE! minutes
TR -55: Gutter Flow
0.01 ft!ft
V =
20.3282 (sf5
=
1.82 ft/sec
T2=
L/V
_
#VALUE! seconds
T2=
#VALUE! minutes
Total Tc =
T1 + T2
Basin Tc =
60.0 minutes
System Tc =
60.0 minutes
Qpwk Conveyance Calculations (Rational Method)
C�
Pinebridge Phase 1
PROJECT No. 19642
Ti =
— hr
Travel Time
n =
0.24
Manning's Coef.
L = -
it
Length of Flow
P2=
2.4 in.
2 yr -24 hr Rainfall
S =
0.01 ft!ft
Average Slope
T2 =
— sec
Travel Time
V =
— ft/sec
Average Velocity
s =
0.008 Wit
Average.Slope
L = -
it
Length of Flow
* For basins that are combined in one seepage trench or pond,
the largest Tc of the individual basins is used for all of the
basins.
Q100 =
(C)(1100)(A)
A= 172.92 acres
Drainage Area
Q100 =
18.48 ft3/sec
C value= 0.10
Runoff Coeffeclent
11000 1.06 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125,m 0.76 in/hr
25 -yr Intensity
Q25 =
13.25 fe/sec
0:\19642\04-EngW-Calci02-SD\19642-DmCalcs-ACHD v08_0515x1s Page 3 of 13
SUMMARY OF DISCHARGE TO THE JACKSON DRAIN
Predeveopment prosect area discharged to the Jackson Drain
Basin Area Q25 Q100
(ac) (cfs) (cfs)
Project. Boundary - 173 13.25 18.48
Total
172.9 13.3 18.5
Development Flows Dischamed to the Jackson Drain
Basin Area
Q25
Q100
(ac)
(mss)
(ds)
Pine Avenue F 1.41
2.90
3.97
Pinebridge Phase 1 B 0.61
1.32
1.80
Total 2.0
4.2
5.8
E
Al -Basin
Time of Concentration Calculations
•
PinebOdge Phase 1
PROJECT No. 19642
From TR -55: Overland Grass Flow
(C)(11co)(A)
A = 0.64 acres
Drainage Area
Q100 =
0.007[(n)(L)]"
T1=
— hr
Travel Time
Tti =
110022 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
(P2)0.5(s)0.4
n =
0.24
Manning's Coef.
=
0.04 hours
L =
6 ft
Length of Flow
=
2.29 minutes
P2=
2.4 in.
2 yr -24 hr Rainfall
T, =
20 minutes
S=
0.01 ftfft
Average Slope
From TR -55: Gutter Flow
V =
20.3282 (s)0*6
T2 =
— sec
Travel Time
=
1.82 ft/sec
V =
— ft/sec
Average Velocity
s =
0.008 ft/ft
Average Slope
T2=
L / V
L =
560 ft
Length of Flow
=
308.0 seconds
T2=
5.1 minutes
Total Tc =
T, + T2
Basin Tc =
7.1 minutes
* For basins that are combined in one seepage trench or pond,
System Tc =
7.1 minutes
the largest Tc of the individual basins is used for all of the
basins.
Qp,,k Conveyance Calculations (Rational Method)
Q100 =
(C)(11co)(A)
A = 0.64 acres
Drainage Area
Q100 =
1.89 fe3/sec
C value= 0.95
Runoff Coeffecient
110022 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
25 -yr Intensity
028 =
1.38 fe3/sec
Q.\19642\04-Eng\03-Calc\02SD\19642-DmCal s-ACHD v08_0515As Page 5 of 13
•
A2 -Basin
Time of Concentration Calculations
Pinebridge Phase 1
PROJECT No. 19642
From TR -55: Overland Grass Flow
(C)(11oo)(A)
A = 0.86 acres
Drainage Area
0100 =
0.007[(n)(L))0-e
T1 =
- hr
Travel Time
T1 =
1100 = 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
(P2f -5(S)°.4
n =
024
Manning's Coef.
=
0.04 hours
L =
6 ft
Length of Flow
-
2.29 minutes
P2=
2.4 in.
2 yr -24 hr Rainfall
T, =
2.0 minutes
S=
0.01 ft/ft
Average Slope
From TR -55: Gutter Flow
V =
20.3282 (s)°-5
T2 =
- sec
Travel Time
=
1.82 ft/sec
V =
- ft/sec
Average Velocity
s =
0.008 ft/ft
Average Slope
T2=
L / V
L =
560 ft
Length of Flow
=
308.0 seconds
T2=
5.1 minutes
Total Tc =
T1 + T2
Basin Tc =
7.1 minutes
For basins that are combined in one seepage trench or pond,
System Tc =
7.1 minutes
the largest Tc of the individual basins is used for all of the
basins.
Qpwk Conveyance Calculations (Rational Method)
Q100 =
(C)(11oo)(A)
A = 0.86 acres
Drainage Area
0100 =
2.55 ft3/sec
C value= 0.95
Runoff Coeftecient
1100 = 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
25 -yr Intensity
Q25 =
1.86 W/sec
Q:\19642\04Eng103-Ca1c102-SD119642-DmCalcs-ACHD_v08_0515xis Page 6 of 13
0
A -Treatment
Sand and Grease Trap Calculations
Q100 = 4.45 f3/sec
Q2 = 3.25 ft'/sec
0
Area= 1.49 ac
C Value= 0.95
Pinebddge Phase 1
PROJECT No. 19642
Throat Area At= (Baf)(Wi)(1fe/144in2) Baf = 14 in. Baffle Separation
= 4.67 fe Wi = 48 in. Inside Width
# of S/G Traps= 2
Velocity through S/G Trap= Q10O/(#S/G*At)
0.48 ft/sec
Size of SIG Trap= 1000 gallon
quired Volume. Calculations
Runoff Volume = Area of Hydrograph A= 1.49 acres Drainage Area
= Q100 * T C value= 0.95 Runoff Coeffecient
5411 ft3 T= 60.0 min Storm Duration
Req. Vol. minus Perc. = 4167 ft3 lim = 1.06 in/hr 1 hr. Storm Duration
+15% Sedimentation = 4792 ft3 Q1e2= 1.50 ft /sec 100 -yr Avg. 1 hr. Storm Flow
Seepage Bed Volume Calculations
Trench Perc. Rate = (Sidewail perc) + (Endwall Perc)
1244 ft?/hr
Trench Storage Vol. _ (Vv)(D)(L)(W)
4813 ft3
Storage Duration
Trench Perc. Rate = 1244 ft3i
Total Required Volume = 4792 ft3
Time Needed for 100% Percolation = 3.9 hr
QA19642\04-EngiO3-Ca1c\02-SD\19642-DmCa1cs-ACHD v08_0515x1s Page 7 of 13
Trench Dimensions
Sidewall Perc. Rate = (D)(2/3)(L)(2 side)(Pr)(11`1/12°)
*D =
7 ft
*Includes 1ft Freeboard
= 1188.44 f/hr
W =
9 ft
Width
Endwall Perc. Rate = (D)(2/3)(W)(2 end)(Pr)(1ft/12")
L =
191 ft
Length
= 56.00 ft3/hr
Vv =
40%
Drain Rock Void Volume
Pr =
8 inJhr
Percolation Rate
Trench Perc. Rate = (Sidewail perc) + (Endwall Perc)
1244 ft?/hr
Trench Storage Vol. _ (Vv)(D)(L)(W)
4813 ft3
Storage Duration
Trench Perc. Rate = 1244 ft3i
Total Required Volume = 4792 ft3
Time Needed for 100% Percolation = 3.9 hr
QA19642\04-EngiO3-Ca1c\02-SD\19642-DmCa1cs-ACHD v08_0515x1s Page 7 of 13
B1 -Basin
Time of Concentration Calculations
Pinebddge Phase 1
PROJECT No. 19642
From TR -55: Overland Grass Flow
(C)(11w)(A)
A = 0.29 acres
Drainage Area
Q100 =
0.007[(n)(L)f'
T1 =
— hr
Travel Time
T1 =
1100 = 3.11 in/hr
100 -yr Intensity
Q26 =
(C)(125)(A)
128 = 2.27 in/hr
(PO"(s)"
n =
0.24
Manning's Coef.
=
0.04 hours
L =
6 ft
Length of Flow
=
2.29 minutes
P2=
2.4 in.
2 yr -24 hr Rainfall
T, =
2.0 minutes
S=
0.01 ft/ft
Average Slope
From TR -55: Gutter Flow
V =
20.3282 (sp'
T2 =
— sec
Travel Time
=
2.61 ft/sec
V =
— ft/sec
Average Velocity
s =
0.0165 Wit
Average Slope
T2=
L / V
L =
355 ft
Length of Flow
=
136.0 seconds
T2=
2.3 minutes
Total Tc =
T1 +T2
Basin Tc =
4.3 minutes
For basins that are combined in one seepage trench or pond,
System Tc =
10.0 minutes
the largest Tc of the individual basins Is used for all of the
basins.
Qp,,k Conveyance Calculations (Rational Method)
Q100 =
(C)(11w)(A)
A = 0.29 acres
Drainage Area
Q100 =
0.86 fts/sec
C value= 0.95
Runoff Coeffecient
1100 = 3.11 in/hr
100 -yr Intensity
Q26 =
(C)(125)(A)
128 = 2.27 in/hr
25 -yr Intensity
Q25 =
0.63 ft3/sec
Q:\19642\04-Eng\03-Calc\02-SD\19642-DmCaics-ACHD v08_0515As Page 8 of 13
•
B2 -Basin
Time of Concentration Calculations
Pinebddge Phase 1
PROJECT No. 19642
From TR -55: Overland Grass Flow
(C)(11oo)(A)
A = 0.32 acres
Drainage Area
Q100 =
0.007[(n)(L))o-8
T1 =
- hr
Travel Time
T1 =
lieu = 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
(P2)o.s(S)o.a
n =
0.24
Manning's Coef.
=
0.04 hours
L =
6 ft
Length of Flow
=
2.29 minutes
P2=
2.4 In.
2 yr -24 hr Rainfall
T, =
2.0 minutes
S=
0.01 ft/ft
Average Slope
From TR -55: Gutter Flow
V =
20.3282 (s)0'5
T2 =
- sec
Travel Tlme
-
2.61 ft/sec
V =
- ft/sec
Average Velocity
s =
0.0165 ft/ft
Average Slope
T2=
L / V
L =
355 ft
Length of Flow
=
136.0 seconds
T2=
2.3 minutes
Total Tc =
T1 + T2
Basin Tc =
4.3 minutes
System Tc = 10.0 minutes
Q,A Conveyance Calculations (Rational Method)
For basins that are combined in one seepage french or 1
the largest Tc of the individual basins is used for all of the
basins.
Q100 =
(C)(11oo)(A)
A = 0.32 acres
Drainage Area
Q100 =
0.95 fe/sec
C value= 0.95
Runoff Coeffecient
lieu = 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
25 -yr Intensity
Q25 =
0.69 ft'/sec
Q:119642\04Eng103-Calc\02-SD119642-DmCalcs-ACHD v08 0515.)ds Page 9 of 13
C�
J
B Treatment
Sand and Grease Trap Calculations
Q100 = 1.80 ft3/sec
025 = 1.32 ft3/sec
•
Area= 0.61 ac
C Value= 0.95
Pinebridge Phase 1
PROJECT No. 19642
Throat Area At= (Baf)(Wi)(1fe/l44in2) Baf = 12 in. Baffle Separation
4.00 ft2 Wi = 48 in. Inside Width
# of S/G Traps= 1
Velocity through SIG Trap= 0100/(#S/G`Q
0.45 ft/sec
Size of SIG Trap= 1000 gallon
quired Volume Calculations
Runoff Volume = Area of Hydrograph A = 0.61 acres Drainage Area
= Q100 w T C value= 0.95 Runoff Coeffecient
2194 ft3 T= 60.0 min Storm Duration
Req. Vol. minus Perc. = 2194 ft3 1100 = 1.06 in/hr 1hr. Storm Duration
+15% Sedimentation = 2524 ft3 Q109= 0.61 ft3/sec 100 -yr Avg. 1 hr. Storm Flow
QA19642\04Eng\03-Ca1c102-SD119642-DmCa1cs-ACHD v08 0515jds Page 10 of 13
0 •
C1 -Basin
Time of Concentration Calculations
Pinebridge Phase 1
PROJECT No.19642
From TR -55: Overland Grass Flow
(C)(1100)(A)
A = 0.20 acres
Drainage Area
Q100 =
0.007[(n)(L)f -8
T1=
— hr
Travel Time
T1 =
1100,4 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
W2)o.5(s)o.4
n =
0.24
Manning's Coef.
=
0.04 hours
L =
6 ft
Length of Flow
=
2.29 minutes
P2=
2.4 in.
2 yr -24 hr Rainfall
T, =
2.0 minutes
s =
0.01 Wit
Average Slope
From TR -55: Gutter Flow
V =
20.3282 (sf 5
T2 =
— sec
Travel Time
=
2.03 ft/sec
V =
— ft/sec
Average Velocity
S =
0.01 ft/ft
Average Slope
T2=
L / V
L =
186 ft
Length of Flow
=
91.5 seconds
T2=
1.5 minutes
Total Tc =
T1 + T2
Basin Tc =
3.5 minutes
* For basins that are combined in one seepage trench or pond,
System Tc =
10.0 minutes
the largest Tc of the Individual basins is used for all of the
basins.
Qpwk Conveyance Calculations (Rational Method)
Q100 =
(C)(1100)(A)
A = 0.20 acres
Drainage Area
Q100 =
0.60 ft'/sec
C value= 0.95
Runoff Coeffecient
1100,4 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
125 = 2.27 in/hr
25 -yr Intensity
Q25 =
0.43 ft3/sec
Q\19642104-Eng\b3-Calc\02-SD\19842-DmCaics-ACHD v08_0515x1s Page 11 of 13
11
C2 -Basin
Time of Concentration Calculations
r
Pinebridge Phase 1
PROJECT No. 19642
From TR -55: Overland Grass Flow
(Qljoa)(A)
A = 0.37 acres
Drainage Area
Q100 =
0.007[(n)(Qf e
T1=
— hr
Travel Time
T1 =
1100 = 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
Is = 2.27 in/hr
(P2)os(s)oa
n =
0.24
Manning's Coef.
=
0.04 hours
L =
6 ft
Length of Flow
=
2.29 minutes
P2=
2.4 in.
2 yr -24 hr Rainfall
T, =
2.0 minutes
S=
0.01 ft/ft
Average Slope
From TR -55: Gutter Flow
V =
20.3282 (s)°'5
T2 =
— sec
Travel Time
=
1.82 ft/sec
V =
— ft/sec
Average Velocity
s =
0.008 ft/ft
Average Slope
T2=
L / V
L =
186 It
Length of Flow
=
102.3 seconds
T2=
1.7 minutes
Total Tc =
T1 +T2
Basin Tc =
3.7 minutes
For basins that are combined In one seepage trench or pond,
System Tc =
10.0 minutes
the largest Tc of the Individual basins is used for all of the
basins.
Qpftk Conveyance Calculations (Rational Method)
Q100 =
(Qljoa)(A)
A = 0.37 acres
Drainage Area
Q100 =
1.10 ft3/sec
C value= 0.95
Runoff Coeffecient
1100 = 3.11 in/hr
100 -yr Intensity
Q25 =
(C)(125)(A)
Is = 2.27 in/hr
25 -yr Intensity
Q25 =
0.80 ft3lsec
Q:\19642\04-Eng103-Ca1GA02-SD\19642-DmCalcs-ACHD v08 0515.)ds Page 12 of 13
0
C -Treatment
Sand and Grease Trap Calculations
Q100 = 1.70 ft3/sec
Qn = 1.24 ft3/sec
Area= 0.57 ac
C Value= 0.95
Pinebddge Phase 1
PROJECT No. 19642
Throat Area At = (Baf)(Wi)(1ft /144in2) Baf = 12 In. Baffle Separation
= 4.00 ft2 Wi = 48 in. Inside Width
# of S/G Traps= 1
Velocity through SIG Trap= Q2/(#S/G*At)
- 0.31 ft/sec
Size of S!G Trap= 1000 gallon
quirea vowme caicuiations
Runoff Volume = Area of Hydrograph A= 0.57 acres Drainage Area
= Q100 * T C value= 0.95 Runoff Coeffeclent
2066 ft3 T= 60.0 min Storm Duration
Req. Vol. minus Perc. = 2066 ft3 1100 = 1.06 in/hr 1 hr. Storm Duration
+15016 Sedimentation = 2376 ft3 Q1oo= 0.57 ft3/sec 100 -yr Avg.1 hr. Storm Flow
Seepage Bed Volume Calculations
Trench Perc. Rate = (Sidewall perc) + (F..ndwall Perc)
0 ft3/hr
Trench Storage Vol. _ (Vv)(D)(L)(W)
0 ft3
Storage Duration
Trench Pere. Rate = 0 ft3
Total Required Volume = 2376 ft3
Time Needed for 100% Percolation = #DIV/0I hr
Q:\19642\04-Eng103-CaIc102-SD\19642-DmCalcs-ACHD v06_0515.)ds Page 13 of 13
Trench Dimensions
Sidewall Perc. Rate = (D)(2/3)(Lx2 side)(Pr)(1fi/12")
*D=
0 ft
*Includes 1ft Freeboard
= 0.00 ft3/hr
W =
0 ft
Width
Endwall Perc. Rate = (D)(2/3)(W)(2 end)(Pr)(1fl/12")
L =
0 ft
Length
= 0.00 ft3/hr
Vv =
40%
Drain Rock Void Volume
Pr =
1 inJhr
Percolation Rate
Trench Perc. Rate = (Sidewall perc) + (F..ndwall Perc)
0 ft3/hr
Trench Storage Vol. _ (Vv)(D)(L)(W)
0 ft3
Storage Duration
Trench Pere. Rate = 0 ft3
Total Required Volume = 2376 ft3
Time Needed for 100% Percolation = #DIV/0I hr
Q:\19642\04-Eng103-CaIc102-SD\19642-DmCalcs-ACHD v06_0515.)ds Page 13 of 13