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Application
C-MIENty Mayor Tammy de Weerd City Council Members: Keith Bird Joe Berton Luke Cavener Genesis Milam Charlie Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: September 11, 2014 Transmittal Date: August 21, 2014 File No.: AZ 14-011 & PP 14-013 Hearing Date: September 18, 2014 Request: Public Hearing: Annexation of approximately 86.06 acres from RUT in Ada County to the R-8 (Medium Density Residential) (64.63 acres) and R•15 (Medium High Density Residential) (21.43 acres) zoning districts & Preliminary Plat approval consisting of 318 single family residential lots, 2 multi -family lots & 42 common lots on approx 85.9 acres in the proposed R-8 & R-15 zoning districts for Jump Creek By: Northside Management Location of Property or Project: NWC of N. Black Cat Road & W. McMillan Road _Joe Marshall (No FP) _Scott Freeman (No FP) _Steven Yearsley (No FP) —Patrick Oliver (No FP) Vacant _Tammy de Weerd, Mayor _City Council Sanitary Services (No VAR, VAC, FP) Building Department/ Rick Jackson _Fire Department _Police Department —City Attorney _City Public Works _City Planner _Parks Department Economic Dev. Your Concise Remarks: _Meridian School District (No FP) _Meridian Post Office (FP/PP/SHP only) _Ada County Highway District _Ada County Development Services _Central District Health _COMPASS (Comp Plan only) _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) _ Idaho Transportation Dept. (No FP) _Ada County Ass. Land Records Downtown Projects: _Meridian Development Corp. _Historical Preservation Comm. South of RR / SW Meridian: _NW Pipeline —New York Irrigation District _ Boise-Kuna Irrigation District Boise Project Board of Control/Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 + Fax 208-888-4218 • www.meridiancity.org Cw/WEIDIAN.-- Planning Division 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 STAFF USE ONLY: ❑ Development Agreement Modification /�'i ❑ Final Plat File number(s): / -6/5)_ / �= r EI Final Plat Modification A 2 y" D 11 ❑ Planned Unit Development - j - �Preliminary Plat Project name: G ❑Private Street Date filed: l'( DatenompIle�te: -20� ❑y`Slxortp�]at Assigned planner:�Q f BOE 11�t�Y1 i ❑ Time Extension (Commission or Council) Related files: /V Q ❑ UDC Text Amendment - - ❑ Vacation (Council) I IBJ ❑ Variance Hearing date:`ommission ❑ Council ADnlicant Information Applicant name: Nor+hSldeMafL � �t-,N�1�Uk1 Phone: Z�" I WL Fax:: { Applicant address: &0(0 r�tlihll) r'1 • 13761 zip: 2j74_ �E-mail:�orlC"NU1�'�"N�7101G .C6T•j'1 Applicant's interest tiin property: ❑ Own ❑ Rent ❑ Optioned %Otherf�C'��Y� i+- JJJ Owner name: "' ' � �—t--✓• �S y� �, /� -,'Phone: 2 Fax: Owner address: V360 S . I ll I � }'yl (I • ��' �Yzip: e3 e2— E-mail: Agent name (e.g., architect, engineer, developer, representative): Firm name:t UW 6`Qe_ M 0A Phone: 236' O'c%tx: Address: 0,016 � JK ft i I I � • ^51 Zip: ba -7 4 E-mail:.-cOrlljf l � I co Primary contact is: ❑ Applicant Owner 4 Agent ❑ Other Contact name:N6r4hQ(f rec+ V6iJVK1ei Phone: Z30-17,02. 0Fax: --,I Contact address: �(,) It rf; j I PI • � Zip: l-3-r�4 � rE-mail: Subject Property Information Location/street address: `✓.3'35 1�Q,^G,^^nnl,04��Q �tLJW��t• G c�,,�• �,( % Assessor's parcel number(s):�I 2 (SCJ" � K� iii • NyZ j0 ; !LK -F ` 490C Township, range, section: 4N IA ZS Total acreage: 9(0 -os -{-� Current land use: �IYIG Int I� Current zoning district: 1` ti r 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.mg 1 (Rev. 02/082013) Project/subdivision name: General description of proposed projecttrequest: Proposed zoning district(s): _ Acres of each zone proposed: Type of use proposed (check all that apply): T Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? �4+16r is r Which irrigation district does this property lie within?6e4Iy! ,t5 Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connectionis city water): Residential Project Summary (if applicable) Number of residential units: ! I q �_/— Number of building lots: Number of common lots: 42 Number of other lots: Q % 'MF Proposed number of dwelling units (for multi -family developments only): I bedroom: © 2 — 3 bedrooms: d 6 +/— 4 or more bedrooms: 63 Minimum square footage of structure(s) (excl. garage): 1 PJ p Proposed building height: 1 3 t Minimum property size (s.f): 4 &0 S t=. Average property size (s.f.): _6_460 5Y Gross density (DU/acre-total land): _ Net density (DU/acre-excluding roads & alleys): Jam` Percentage of open space provided: 33% Acreage of open space: 13.61 Percentage of qualified open space acreage:1 5 .43 0% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 13,61 Amenities provided with this development (if applicable): ` 14 1 @15 - Type Type of dwe���ll,,,i...,,,n���g"""(s) proposed: Single-family Detached ❑ Single-family Attached Townhomes 11Duplexes y�multi-family ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: ExiaLtr .applicable): Hours of operation (days and I: Building height: Percentage of site/project devo ed t ollowing: Landscaping: Building: Paving: Total number mployees: Number and ages of students/children (if applicable): To ber of pazkiag spaces provided: Number of compact spaces provided: Authorization Print applicant name: 4,4V ApplicantsignaturDate: 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridimcity.org 2 (Rev. 021OW013) NORTHSIDE MANAGEMENT June 26th, 2014 Mayor de Weerd & Meridian City Council Meridian City Hall 33 East Broadway Ave. Meridian, Idaho 83642 RE: Request for Annexation/ReZone & Preliminary Plat of 5335 N. Black Cat RD, Meridian, Id. Dear Honorable Mayor & Council Members: On behalf of my client, please accept these applications for Annexation/ReZone, & Preliminary Plat of four (4) parcels located at 5335 N. Black Cat Road, Meridian, Idaho. The site is located on the West side of N. Black Cat Road and approximently 2,400 feet South of Chinden Blvd. and stretching South to the intersection of McMillan Road. The properties will be annexed into the City of Meridian. The site is bounded by the proposed Oaks North Subdivision on the North and West, the existing Oaks Subdivision on the South and the proposed Volterra Subdivision to the East. We are requesting the following: Request 1: Annexation & ReZone of parcels SO428449010, SO428449800, SO428410000 & SO428143000. Requested rezoning to Medium and Medium High Density Residential (R8 -R15) of 86.08 acres. Special design considerations include extensive pedestrian pathways connecting South to North as well as East to West with several large common lots throughout the development. The three largest common lot parks will provide a central intersection for all pathways, will be improved with plantings, pathways and a Tot Lot. There will also be a very large common lot park on the northern end of the development that will provide large open areas for sporting activities such as soccer, football, baseball, running & general play. Request 2: Preliminary Plat of parcels SO428449010, SO428449800, SO428410000 & SO428143000. Requested rezoning is Medium and Medium High Density Residential (R8 -R15) of o 8315—M acres. Development features include 318 Single Family Detached Residential Lots, 2 Multi- OW ulti- uFamily Lots with a projected Unit Count of 76 and 42 Common Lots. Total density is 4.58 Units to the Acre. Total qualified openspace is 13.54 acres of the land or 15.73%. This substantially exceeds Meridian's minimum standards. No variances are requested. We believe that this development will be a positive and important addition to the City of Meridian. Product diversity and centralized openspaces add to the quality. Much needed roadway and utility connections via this project will greatly help this area of Meridian continue to grow in a positive, thought out manor. We look forward to working with you and your staff to make this development a reality. In the event you have any questions or concerns, feel free to contact me anytime. Sincerely, NorthSide Management Scooriyuki (208) 230-1202 scott@northsidemgt.com Attachments CC: Client Project File Bill Parsons From: Matt Tenold Sent: Wednesday, August 20, 2014 12:59 PM To: Bill Parsons Subject: Re: Jump Creek Subdivision AZ -14-011 'M After reviewing the Jump Creek Subdivision legal description for R-15 again and talking with the Idaho Survey Group again, I am happy with the legal description. I told the surveyor from the Idaho Survey group that I am good with the legal description also. Thanks and let me know if you have any questions. Matt Tenold GIS Analyst City of Meridian 208-489-0506 mtenoldOmeridiancity.org August 1, 2014 DESCRIPTION FOR R-8 ZONING JUMP CREEK SUBDIVISON A parcel of land located in the East 1/2 of the East 1/2 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the Southeast corner of said Section 28 from which the East 1/4 corner of said Section 28 bears North 00°31'08" East, 2637.33 feet; Thence along the South boundary line of said Section 28 North 89°16'45" West, 323.00 feet to the REAL POINT OF BEGINNING; Thence continuing North 89°16'45" West, 994.68 feet to the East 1/16 corner of said Section 28 and Section 33 of said Township 4 North, Range 1 West; Thence leaving said South boundary line and along the West boundary line of the East 1/2 of the East 1/2 of said Section 28 North 00°37'35" East, 2635.75 feet to the C -E 1/16 corner of said Section 28; feet; Thence continuing along said West boundary line North 00°36'01" East, 214.65 Thence leaving said West boundary line South 89021'48" East, 841.14 feet; Thence South 00°38'12" West, 100.83 feet; Thence South 10°26'06" West, 26.01 feet; Thence 126.12 feet along the arc of a non -tangent curve to the right having a radius of 100.00 feet, a central angle of 72°15'37", and a long chord which bears South 43°26'06" East, a distance of 117.92 feet; Thence South 07°18'17" East, 91.84 feet; Thence 81.87 feet along the arc of a non -tangent curve to the right having a radius of 600.00 feet, a central angle of 07049'06", and a long chord which bears North 86°36'16" East, a distance of 81.81 feet; Thence South 89°29'11" East, 300.00 feet to a point on the East boundary line of said Section 28; Thence along said East boundary line South 00031'08" West, 1899.02 feet; Thence leaving said East boundary line North 89°1827" West, 248.49 feet; Thence 31.53 feet along the arc of a curve to the left having a radius of 300.00 feet, a central angle of 06°01'17", and a long chord which bears South 87040'55" West, a distance of 31.51 feet; Thence South 84040'16" West, 90.13 feet; Thence 30.62 feet along the arc of a curve to the right having a radius of 300.00 feet, a central angle of 05°50'52", and a long chord which bears South 87°35'42" West, a distance of 30.61 feet; Thence North 89°28'52" West, 47.80 feet; Thence North 00°31'08" East, 539.00 feet; Thence North 89°18'27" West, 672.40 feet; Thence 78.60 feet along the arc of a curve to the left having a radius of 50.00 feet, a central angle of 90°03'58", and a long chord which bears South 45°39'34" West, a distance of 70.75 feet; Thence South 00°37'35" West, 247.37 feet; Thence 29.58 feet along the arc of a curve to the right having a radius of 300.00 feet, a central angle of 05°38'59", and a long chord which bears South 03027'04" West, a distance of 29.57 feet; Thence South 06°16'34" West, 173.36 feet; Thence 29.65 feet along the arc of a curve to the left having a radius of 300.00 feet, a central angle of 05039'48", and a long chord which bears South 03°26'40" West, a distance of 29.64 feet; Thence South 00036'46" West, 205.96 feet; Thence South 89°16'45" East, 743.77 feet; Thence South 00°31'08" West, 250.00 feet; Thence South 89016'45" East, 125.00 feet; Thence South 00°31'08" West, 198.00 feet to the REAL POINT OF BEGINNING. Containing 64.63 acres, more or less. August 1, 2014 DESCRIPTION FOR R-15 ZONING JUMP CREEK SUBDIVISON A parcel of land located in the East 1/2 of the East 1/2 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho being more particularly described as follows: BEGINNING at the Southeast corner of said Section 28 from which the East 1/4 corner of said Section 28 bears North 00031'08" East, 2637.33 feet; Thence along the South boundary line of said Section 28 North 89°16'45" West, 323.00 feet; Thence leaving said South boundary line North 00°31'08" East, 198.00 feet; Thence North 89016'45" West, 125.00 feet; Thence North 00°31'08" East, 250.00 feet; Thence North 89016'45" West, 743.77 feet; Thence North 00°36'46" East, 205.96 feet; Thence 29.65 feet along the arc of a curve to the right having a radius of 300.00 feet, a central angle of 05039'48", and a long chord which bears North 03°26'40" East, a distance of 29.64 feet; Thence North 06°16'34" East, 173.36 feet; Thence 29.58 feet along the arc of a curve to the left having a radius of 300.00 feet, a central angle of 05°38'59", and a long chord which bears North 03027'04" East, a distance of 29.57 feet; Thence North 00037'35" East, 247.37 feet; Thence 78.60 feet along the arc of a curve to the right having a radius of 50.00 feet, a central angle of 90003'58", and a long chord which bears North 45°39'34" East, a distance of 70.75 feet; Thence South 89°18'27" East, 672.40 feet; Thence South 00°31'08" West, 539.00 feet; Thence South 89°28'52" East, 47.80 feet; Thence 30.62 feet along the arc of a curve to the left having a radius of 300.00 feet, a central angle of 05°50'52", and a long chord which bears North 87035'42" East, a distance of 30.61 feet; Thence North 84°40'16" East, 90.13 feet; Thence 31.53 feet along the arc of a curve to the right having a radius of 300.00 feet, a central angle of 06°01'17", and a long chord which bears North 87040'55" East, a distance of 31.51 feet; Thence South 89°18'27" East, 248.49 feet to a point on the East boundary line of said Section 28; Thence along said East boundary line South 00031'08" West, 657.56 feet to the REAL POINT OF BEGINNING. Containing 18.49 acres, more or less. IpV11_1 X1193 BEGINNING at the East 1/4 corner of said Section 28 from which the Southeast corner of said Section 28 bears South 00°31'08" West, 2637.33 feet; Thence along said East boundary line South 00°31'08" West, 80.75 feet; Thence leaving said East boundary line North 89°29'11" West, 300.00 feet; Thence 81.87 feet along the arc of a curve to the left having a radius of 600.00 feet, a central angle of 07°49'06", and a long chord which bears South 86°36'16" West, a distance of 81.81 feet; Thence North 07°18'17" West, 91.84 feet; Thence 126.12 feet along the arc of a curve to the left having a radius of 100.00 feet, a central angle of 72°15'37", and a long chord which bears North 43°26'06" West, a distance of 117.92 feet; Thence North 10°26'06" East, 26.01 feet; Thence North 00°38'12" East, 100.83 feet; Thence South 89021'48" East, 471.16 feet to a point on the East boundary line of said Section 28; Thence along said East boundary line South 00°29'04" West, 215.00 feet to the REAL POINT OF BEGINNING, Containing 2.94, more or less. 05 o° ry �. ' _ S 89'21'4_8" E 1312.30'_ o o 841.14' Mj '.477.)6'.., 1,, } L12 ' R-15 U N o� .2.94 ACRES 1/4 Cl z C -E ' C6 - uo 1 /1 8 27 6 �y I � I I^ , n n n R -B 64.63 ACRES NI I 'I Lo rOf l I o M 7 F NrI l(O U I ,C-4 S -E I S1/16� a 1/16 Y S 89'18'27" E m c wl G�T�: -6 440-_,/� I�¢ Z il / / j Tow If) :moo Ali IIu'm BD 6�9 743 7T J, /. 994.68_- 27 / 33.'00'/ E1/16 N 89'16'45" W 1317.68' 33 34 W. McMILLAN RD S'.\1% Projects\MDC AOailia01 5 40CC Topa 15-097-01\E.a WDC A =-u Ex0.4no 7/3119014 127.01 FIA IDAHO LINE TABLE CURVE TABLE 1450 E. WATERTOWER ST. SURVEY SUITE 130 CURVE RADIUS LENGTH CHORD CHORD BRG, E DELTA C7 300.00' 29.65' 29.64' N 03'26'40" E 5'39'48" C2 300.00' 29.58' 29.57' N 03'27'04° E 5'3859" C3 50.00' 78.60' 70.75' N 45'39'34" E 90'03'58" C4 300.00' 30.62' 30.61' N 8735'42" E 5'50'52" C5 300.00' 31.53' 31.51' N 87'40'55" E 6'01'17" C6 600.00' 81.87' 81.81' S 86'36'16" W 7'49'06" C7 100.00 126.12' 117.92' 1 N 43'26'06" W 72'15'37" S'.\1% Projects\MDC AOailia01 5 40CC Topa 15-097-01\E.a WDC A =-u Ex0.4no 7/3119014 127.01 FIA IDAHO LINE TABLE 1450 E. WATERTOWER ST. SURVEY SUITE 130 MERIDIAN. IDAHO 83642 GROUP, P.C. (208)896-0510 250 1000 0 500 SCALE: 1 " = 500' Q 'Y G. GP< JUMP CREEK R-15 & R-8 LOCATED IN THE E 1/2 OF THE E 1/2 OF SECTION 28. TAN D1W .11 A71A II ITV 11.AY JOB N0, 10-097 DWG. DATE D1 11-iA LINE TABLE LINE BEARING LENGTH Li N 00'31'08" E 198.00' L2 N 89'16'45" W 125.00' L3 N 00'31'08" E 250.00' L4 N 00'36'46" E 205.96' L5 N 06'16'34" E 173.36' L6 N 0037'35" E 247.37' L7 S 89'28'52" E 47.80' L8 N 84'40'16" E 90.13' L9 S 89'18'27" E 248.49' L10 N 89'29'11" W 300.00' L11 1 N 07'18'17" W 91.84' L12 N 10'26'06" E 26.01' L13 N 00'38'12" E 100.83' JUMP CREEK R-15 & R-8 LOCATED IN THE E 1/2 OF THE E 1/2 OF SECTION 28. TAN D1W .11 A71A II ITV 11.AY JOB N0, 10-097 DWG. DATE D1 11-iA ----------------- El Parcel name: R-811 El North: 4142.743 Line Course: N 89-16-45 W North: 4155.257 Line Course: N 00-37-35 E North: 5473.181 Line Course: N 00-37-35 E North: 6790.849 Line Course: N 00-36-01 E North: 7005.483 Line Course: S 89-21-48 E North: 6996.137 Line Course: S 00-38-12 W North: 6895.313 Line Course: S 10-26-06 W North: 6869.735 Curve Length: 126.11798 Delta: 72-15-37 Chord: 117.92415 Course In: S 10-26-06 W RP North: 6771.389 End North: 6784.104 Line Course: S 07-18-17 E North: 6693.004 Curve Length: 81.87340 Delta: 7-49-06 Chord: 81.80957 Course In: S 07-18-17 E RP North: 6097.874 End North: 6697.850 Line Course: S 89-29-11 E North: 6695.160 Line Course: S 00-31-08 W North: 5457.280 Line Course: S 00-31-08 W North: 4796.214 Line Course: N 89-18-27 W North: 4799.217 Curve Length: 31.52792 Delta: 6-01-17 Chord: 31.51397 Course In: S 00-41-33 W RP North: 4499.239 End North: 4797.942 Line Course: S 84-40-16 W North: 4789.572 Curve Length: 30.61889 Delta: 5-50-52 Chord: 30.60631 Course In: N 05-19-44 W RP North: 5088.275 End North: 4788.287 Line Course: N 89-28-52 W North: 4788.720 Line Course: N 00-31-08 E North: 5327.700 Line Course: N 89-18-27 W North: 5335.827 Curve Length: 78.59751 East : 8467.004 ❑ Length: 994.67655 ❑ East : 7472.406 Length: 1318.00274 ❑ East : 7486.815 - Length: 1317.74726 ❑ East : 7501.221 Length: 214.64597 ❑ East : 7503.469 Length: 841.14439 ❑ East : 8344.562 Length: 100.82952 ❑ East : 8343.441 Length: 26.00864 _ ❑ East : 8338.731 Radius: 100.00000 ❑ Tangent: 73.00175 Course: S 43-26-06 E❑ Course Out: N 82-41-43 E❑ East 8320.619 East 8419.807 Length: 91.84480 ❑ East : 8431.485 Radius: 600.00000 ❑ Tangent: 41.00017 Course: N 86-36-16 E❑ Course Out: N 00-.30-49 E❑ East : 8507.773 East : 8513.151 Length: 300.00000 ❑ East : 8813.139 Length: 1237.93076 ❑ East : 8801.928 Length: 661.09372 ❑ East : 8795.941 Length: 248.49292 ❑ East : 8547.466 Radius: 300.00000 ❑ Tangent: 15.77876 Course: S 87-40-55 W❑ Course Out: N 05-19-44 WO East 8543.841 East 8515.979 Length: 90.13069 ❑ East : 8426.238 Radius: 300.00000 ❑ Tangent: 15.32310 Course: S 87-35-42 W❑ Course Out: S 00 -31 -OB W❑ East 8398.376 East r 8395.659 Length: 47.80478 ❑ East : 8347.856 Length: 539.00190 ❑ East : 8352.737 Length: 672.39945 ❑ East : 7680.387 Radius: 50.00000 ❑ I 17 0 J ■ A 1 ------- F1 7`SON el�1�y� Delta: 90-03-5.8 Chord: 70.75152 Course In: S 00-41-33 W RP North: 5285.831 End North: 5286.377 Line Course: S 00-37-35 W North: 5039.024 Curve Length: 29.58188 Delta: 5-38-59 Chord: 29.56947 Course In: N 89-22-25 W RP North: 5042.304 End North: 5009.508 Line Course: S 06-16-34 W North:. 4837.185 Curve Length: 29.65314 Delta: 5-39-48 Chord: 29.64125 Course In: S 83-43-26 E RP North: 4804.389 End North: 4807.597 Line Course: S 00-36-46 W North: 4601.653 Line Course: S 89-16-45 E North: 4592.296 Line Course: S 00-31-08 W North: 4342.305 Line Course: S 89-16-45 E North: 4340.732 Line Course: S 00-31-08 W North: 4142.739 Perimeter: 11053.18267 Tangent: -50.-0578.1- Course: S 45-39-34 W❑ Course Out: N 89-22-25 W❑ East : 7679.783 East : 7629.786 Length: 247.36782 ❑ East : 7627.082 Radius: 300.00000 ❑ Tangent: 14.80272 Course: S 03-27-04 W❑ Course Out: S 83-43-26 E❑ East : 7327.099 East : 7625.301 Length: 173.36225 ❑ East : 7606.349 Radius: 300.00000 ❑ Tangent: 14.83874 Course: S 03-26-40 W❑ Course Out: N 89-23-14 W❑ East : 7904.551 East : 7604.569 Length: 205.95573 ❑ East : 7602.366 Length: 743.76787 ❑ East : 8346.075 Length: 250.00155 ❑ East : 8343.811 Length: 125.00077 ❑ East : 8468.802 Length: 198.00123 ❑ East : 8467.009 I. Area: 2,815,633. sq.ft. 64.63 acres❑ 11 Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.006 Course: S 52-45-15 E❑ Error North: -0.0039 `f East : 0.0051 ❑ Precision 1: 1,842,197.00500 ❑ El 11 ------------------------ EJ Parcel name: R-15 north❑ El North: 6775.906 Line Course: S 00-31-08 W North: 6695.161 Line Course: N 89-29-11 W North: 6697.850 Curve Length: 81.87340 Delta: 7-49-06 Chord: 81.80957 Course In: S 00-30-49 W RP North: 6097.874 End North: 6693.005 Line Course: N 07-18-17 W North: 6784.104 Curve Length: 126.11798 Delta: 72-15-37 Chord: 117.92415 Course In: S 82-41-43 W RP North: 6771.389 End North: 6869.736 Line Course: N 10-26-06 E East : 8813.870 ❑ Length: 80.74814 ❑ East : 8813.139 Length: 300..00000 ❑ East : 8513.151 Radius: 600.00000 ❑ Tangent: 41.00017 Course: S 86-36-16 W❑ Course Out: N 07-18-17 W❑ East 8507.772 East 8431.484 Length: 91.84480 ❑ East : 8419.807 Radius: 100.00000 ❑ Tangent: 73.00175 Course: N 43-26-06 W❑ Course Out: N 10-26-06 E❑ East : 8320.618 East : 8338.730 Length: 26.00864 ❑ -------------- El North: 6895.314 East : 8343.441 ❑ Line Course: N 00-38-12 E Length: 100.82952 0 North: 6996.137 East : 8344.561 ❑ Line Course: S 89-21-48 E Length: 471.15552 ❑ North: 6990.902 East : 8815.688 ❑ Line Course: S 00-29-04 W Length: 215.00420 ❑ North: 6775.905 East : 8813.870 ❑ 11 Perimeter: 1493.58173 Area: 128,122. sq.ft. 2.94 acres[] 11 Mapcheck Closure - (Uses listed courses, radii, and deltas)[] Error Closure: 0.000 Course: S 02-20-45 E❑ Error North: -0.0003 '1le East : 0.0000 ❑ Precision l: 1,493,582,200.000000 El 11 Parcel name: R-15 south[] North: 4138.680 Line Course: N 89-16-45 W North: 4142.744 Line Course: N 00-31-08 E North: 4340.737 Line Course: N 89-16-45 W North: 4342.309 Line Course: N 00-31-08 E North: 4592.301 Line Course: N 89-16-45 W North: 4601.658 Line Course: N 00-36-46 E North: 4807.602 Curve Length: 29.65314 Delta: 5-39-48 Chord: 29.64125 Course In: S 89-23-14 E RP North: 4804.393 End North: 4837.189 Line Course: N 06-16-34 E North: 5009.512 Curve Length: 29.58188 Delta: 5-38-59 Chord: 29.56947 Course In: N 83-43-26 W RP North: 5042.308 End North: 5039.029 Line Course: N 00-37-35 E North: 5286.382 Curve Length: 78.59751 Delta: 90-03-58 Chord: 70.75152 Course In: S 89-22-25 E RP North: 5285.835 End North: 5335.831 Line Course: S 89-18-27 E North: 5327.705 Line Course: S 00-31-08 W North: 4788.725 Line Course: S 89-28-52 E North: 4788.292 Curve Length: 30.61889 Delta: 5-50-52 Chord: 30.60631 East : 8789.980 ❑ Length: 323.00200 ❑ East : 8467.004 Length: 198.00123 ❑ East : 8468.797 Length: 125.00077 ❑ East : 8343.806 Length: 250.00155 ❑ East : 8346.070 Length: 743.76787 ❑ East : 7602.361 Length: 205.95573 ❑ East : 7604.564 Radius: 300.00000 ❑ Tangent: 14.83874 Course: N 03-26-40 E❑ Course Out: N 83-43-26 W❑ East 7904.546 East 7606.344 Length: 173.36225 ❑ East : 7625.296 Radius: 300.00000 ❑ Tangent: 14.80272 Course: N 03-27-04 E❑ Course Out: S 89-22-25 E❑ East 7327.094 East 7627.076 Length: 247.36782 ❑ East : 7629.781 Radius: 50.00000 ❑ Tangent: 50.05781 Course: N 45-39-34 E❑ Course Out: N 00-41-33 E❑ East : 7679.778 East : 7680.382 Length: 672.39945 ❑ East : 8352.732 Length: 539.00190 ❑ East : 8347.851 Length: 47.80478 ❑ East : 8395.654 Radius: 300.00000 ❑ Tangent: 15.32310 Course: N 87-35-42 E❑ :m Course In; N -06-31-08-E Course out: S 05-19-99 EO RP North: 5088.280 East 8398.371 ❑ - End North: 4789.576 East 8426.233 ❑ Line Course: N 84-40-16 E Length: 90.13069 ❑ North: 4797.947 East : 8515.974 ❑ Curve Length: 31.52792 Radius: 300.00000 ❑ Delta: 6-01-17 Tangent: 15.77876 ❑ Chord: 31.51397 Course: N 87-40-55 E❑ Course In: S 05-19-44 E Course Out: N 00-41-33 E❑ RP North: 4499.243 East 8543.835 ❑ End North: 4799.222 East 8547.461 ❑ Line Course: S 89-18-27 E Length: 248.49292 ❑ North: 4796.218 East : 8795.936 ❑ Line Course: S 00-31-08 W Length: 657.56138 ❑ North: 4138.684 East : 8789.981 ❑ El Perimeter: 4721.83079 Area: 805,793. sq.ft. 18.49 acres[] Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.004 Course: N 15-32-11 E❑ Error North: 0.0038\/ East : 0.0011 ❑ Precision l: 1,180,457.42000 ❑ ACCOMMODATION RECORDING Titleone a title & eacraw co. Order Number: 14238695 For Value Received, ADA COUNTY RECORDER Christopher D. Rich 2014-062425 BOISE IDAHO Pgs=2 CHE FOWLER 08/04/2014 09:44 AM TITLEONE BOISE $13.00 WARRANTY DEED RWK Investments, LLC, a Utah limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, JAL Investments LLC, an Idaho limited liability company, whose current address is 2358 S. Titanium PI, Meridian, ID 83642, the Grantee, the following described premises, in Ada County, Idaho, To Wit: The Northeast quarter of the Southeast quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its 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 they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: ?jw 1 1,3-41(-4, RWK Investments LLC, a Utah limited liability company By; 6(2, Robert elez, Manager WarrantyDeed Page 1 of ADA COUNTY RECORDER Christopher D. Rich AMOUNT 16.00 3 BOISE IDAHO 02/18/2014 03:38 PM tt ACCOMMODATION DEPUTY nlifde Electrloni Recording RECORDING RECORDED-PM QUEST OF IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllll TITLEONE BOISE 114012343 TitleOne a tltie..&.es.cro w Co. Order Number., 14232921 57s--> WARRANTY DEED For Value Received, RWK Investments, LLC, a Utah limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, JRL Properties L.P., an Idaho limited partnership as to an undivided 73.08% Interest and DPL Investments LLC, an Idaho limited liability company as to an undivided 13.46% Interest and SWB Investments LLC, an Idaho limited liability company as to an undivided 13.46% Interest, whose current address is 2358 S. Titanium PI., Meridian, ID 83642, the Grantee, the following described premises, in Ada County, Idaho, To Wit: EXHIBIT "A" ATTACHED HERETO AND MADE APART HEREOF TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, Its 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 they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, rlght(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number Includes the plural. Dated: 02/13/2014 RWK Investments,LLC, a Utah limited liability company By: B 1Lt Robert W, Kok, Manager Warranty Deed Page 1 of 2 EXHIBIT A Beginning at the Southwest comer of the Southeast quarter of the Northeast quarter of Section 28, Township 4 North, Range 1 West of the Boise -Meridian, Ada County, Idaho; Thence North 0°02' West, 215 feet; Thence North 89°50'30" East, 1311.85 feet; Thence South 0'04'15" West, 215 feet; Thence West to the REAL POINT OF BEGINNING. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA I, DPL �nvnsirien. s �[c - 9 ss- c� 7,401Vuvh `PI %jt�gtti 1 ari(name) ,=h (address) (city) (state) being fust duly sworn upon, oath, depose and say_. I. That I am the record owner of the property described on the attached, and I grant my permission to: sc., ft- N (address) to submit the accompanying applieation(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 grunt permission to City of Meridian staff to cuter the subject property for the purpose of site inspections related to((tprocessing said application(s). Dated this day of XgM-S4- 20 y (Signature) SUBSCRIBED j�S�id6 efore me the,day and year first above written. NO V�"64600 @ ,s otaryPublicfot:Idaho) 9 PUS �Z" Residing -at: We/ !ATE My Commission Expires: - 4;e —41 � Community Development a Planning Division.w33 E. Broadway Ayepw, Ste. 102 Meridian; Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854www.nleiidianeityare/nlanniite AF'F'IDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA ?r0f4w+tee, L -P, .2358 S. T94 -Ah uw. PI II (name) s_) r'tPrrdtel�V Tr(addres (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: (name) (address) to submit the accompauying.application(s) pertaining to:thatproperty. 2. 1 agree to indemnify, defend and hold the City of Mexidian and its employees harmless from any claim of 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. 1 hereby grantpermissionto City of Meridian staff to onter the subject property for: the purpose of site inspections related to processing said application(s). Datedthis J day of I IAiH,74- - - 20 /Y SUBSCRIBED AND SWORN to before me the day and year first aboVe written. '`0IDAVID ••••a tiNnMhCv'�•� — .. +6Q, '(Notary Public for3daho) p0T 'fat �'Pj Residing at: ` r p ���b laol g � e41C ,.` M CommissionEx ices: r Com nuuity Development w Plamdng Division • 33 -E -Broadway Avenue, the: IQ2 Meridian, Idaho 83642 -Phone: 208-884-5533 Fax: 208-888-6854ww.v.meridiancitv.ora/alannina AFFIDAVIT OF LEGAL .INTEREST STATE OF IDAHO COUNTY OF ADA I, {arFlanal 1OwnA6mrj I raR�.i-, ►'1gm I ILC 2 3 51. .0my4m P) /)Vrl&kv (na=7 �0 (address) ^ess) Cl (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: (n e) (address) to submit the accompanying application(s)-pertaining to that property. 2. I agree to indemnify, defend and hold the City o£IVleridiati 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 i& the subject of the application. r 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 2 day of / I 4 S'l r C ✓ __20 eA SUBSCRIBED AND SWORN to before me the day and year first above written. It `*fao (C// (Notary Public for Idaho) NoT s � e Residing at 'J '< O i iv Tr 1%LIC J .` My Commission Expires'-24fa219 Community Development ..Planting Division r 33 E.Rroodway Avenue, Ste. 102iMetidian, lclahu 83642 Phone: 208-884-5533- Fax: :208-888-6854www meridiaacity are/ulamtina -. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA ) I,-5v)aTAye6}mens ILC 23S1,r 5 T140p04v.../n' (name) (address) (city) (state) 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: SCd to subnutthe accompanying application(s) pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees hamiless 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, N. 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 thisr day of �gHS 20 �Ll (Signature)SUBSCRIBED AND SWORN to before me the day d year first above written. a�dnim►p►► � �' L� ►►9 Gross , 4-� (Notary 'Public for Idaho) Residing at: My CommissionFxpimt :. Community Development sBlanamliDivision ■ 33 E. Broadway Avenue, 8[e. -102 Meridian, Idaho 83642 Phone:208-884-5533.Fox: 208.888-6854wwwmeridiand ra/plamliirn. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA ) Tnvgjrjl, Gt [ 9358 S T(a'anlum �I (address) - //IPYtCII/� (City) (State) 'being first duly sworn upon, oath, depose and say:. That I am the record oxvner of the property described on the attached, and I grant my permission to: Scott' /NonHudc; (name) (address) In submit the accompanying appHoation(s):pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from anyclaim 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). 1'/� t Dated this L�� 1 day of _ 4 A2Vtp \0 20` SUBSCRIBED AND SWORN to before me the day mid,year first '• DAVID �•••. �•.ti•"'•.a (Notary Public for Idaho) B Or � W. Residing at: -. ii-,1Q..1/7R '�- © _ --- - 40 41C „_� F My: Commissionapires:; 9/i'/a4I R •••.,; � ID AHO,-,,.•. •.Planning Division-. 33 E_ Broadway Aveaue,.Ste.:162 Meridien, ldppd 83642 CommunityD-Mopmeae Phone; 208-884,5533Fax[-208-888-G854wvmmeddianciiv.ar/nla, ann�n�:; STATE OF IDAHO COUNTY OF ADA AFFIDAVIT OF LEGAL INTEREST (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: • (Grp TZ -A", - - � lh> (name) (addre� 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 ZR ti qday SUBSCRIBED AND SWORN to before me the •.••�, . aMIT�i :`, t0f'" 4.V= GgARY • 2dP iV. Pus". ,,. rE F 20 a (Signature) and v9fir first above written. (Notary Public for Residing at: My Commission Expires: a7 -/li -11q 33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.merldiancity.org 230 CERTIFICATE OF LIMITED PARTNERSHIP (Instructions on back of application) 03HAY30 pH�Rfi�,�#'!e'r 4.. 99 SECRc TARy OF S TAT STATE OF IDAHO E 1. The name of the limited partnership is: JRL Properties L.P. 2. The name and business address of the registered agent are: Gregory A. Byron, Thornton Byron LLP, 1101 W. River Street, Suite 340, Boise, ID 83702 3. The name and business address of each general partner are. Name Address John A. Laude, Sr. 114 E. Idaho Avenue, #230, Meridian, ID 83642 Renee E. Laude 114 E. Idaho Avenue, 9230, Meridian, 10 83642 more space is needed, continue in item 4.) 4. Other matters (optional): 5. Siglure f all general partners: __ John A. Laude, Sr. /^ Ren TName ��. Renee E. Laude Typed Name Typed Name Typed Name S a Secretary of Stale use only IDAHO SECRETARY OF STATE 65/36/2883 85:68 CK: 335E CTs 144M2 6H: 663199 19 199.96 = 18KII LTD PTR DII 12 Jump Creek Vicinity Map Streets Railroad Environmental Data Hydro Areas Parcels SCALE 1 :14,750 1,000 0 1,000 2,000 3,000 FEET htto://mcib.rtidaho.com/mqb/ada.mwf Fridav, June 13, 2014 11:58 AM Name: City Staff: LS,11 fPrr �us�; Location:_ Comprehensive Plan Future Land Use Mr Design Guidelines Development Context: Proposed Use: S ;, ; le Existing Use:4 rrtcY /farF Surrounding Uses: Street Buffer(s) and/or Land Usd Buffers) Open Space/Amenities/Pathways: o Access/Stub Streets/Street System: Sewer & Water Service: —'�yur . A f Topography/Hydrology/Floodplain Issues: History: CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Designation: Proposed Zoning: Existing Zoning: _ -R d C 3,om) Date: 5'1S-1 y of Property: Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation orshort plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 115A-51).3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. Other Agencies/Departments to Contact- 3 Ada County Highway District %zr nct� ❑ Nampa Meridian Irrigation District ❑ Public Works Department ❑ Idaho Transportation Department ❑ Settler's Irrigation District ❑ Building Department ❑ Sanitary Services Company ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit ModificationlTransfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat �] Annexation #124. M ❑ Final Plat ❑ Time Extension - Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment -Text Preliminary Plat it zia /,a6 o- f'o f ❑ Variance ❑ Conditional Use Permit Private Street � /o rt, of d. ew & /o ❑ Other Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation orshort plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 115A-51).3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. Jump Creek Subdivision Neighborhood Meeting June 2, 2014 5:00 p.m. NAME ADDRESS %14,14.4 e -f&-/sa &v,l Z5,Zt1 112. NORTHSIDE MANAGEMENT May 23, 2014 Dear Neighbor, Please accept this invitation to attend a neighborhood meeting to review our progress on the application for the Jump Creek Subdivision located at 5335 N. Black Cat Road in Meridian, ID. At this meeting a representative will be available to provide neighbors with answers to their questions regarding this proposal. For those interested, please join us on site at 5:00 p.m. on Monday, June 2nd, 2014 (see location map below). Please note that this is not a public hearing and City officials will not be present. The purpose of this meeting is to provide neighboring property owners the opportunity to ask questions regarding the application prior to formal submittal to the City. A public hearing will be noticed to the neighboring property owners by the City at a future date. We look forward to seeing you there. Sincerely, Scott Noriyuki scott@northsidemgt.com Meeting Location: 5335 N. Black Cat Road Meridian, ID COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. �- 1-7- 14 App ' a nt signature Date 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org WA(j) ,NN>0) Co'oD O p A Z4 z V11(AI 00 C 0 0 0 n N M W (D p C N !n �1 G G Q 0 O OD ('(' N N J CD (D O Cn `S (D n e 3 co 0 z 2 N _ m-4 CD N n Cn C d H z 0 CD fD O N 0 J c .N. co �- 7 (D d N O ((DD .`; O a 10 N N N n N N N' w U C O N S M C N N 7C N -n 0) O CD C) j 0) ' "' 7 UQ (p C In Lp-. 6x O r"' (D y' 'O - �. z d 8 Oy nx0 L*. fD N 0) w (D ID U3 vQ 0(D CD cr � �d 0 o N m N z O 3 �, ° o `(Ni) S J (D m 3 N S N O d J 6 CD 0 O J X W T (D (D N rD m J (p x V (D L C (D O 1n OL a� 3 n 3 o (D 0 (D CD (D 6 O ((DD N 3 m (D to rt (D N (D w C (D C Q Q CD C FD N N O a CD m' O O o a (D —y' a O (D O (D O. O (D Q cr 0) 3 J (D O j p' O .J. O m � (D N � f/1 N O O O � O O O (D m N (D p O (� a N m 0 0 o � o D) a (D 0 0_ < y d D m 0 o v � (D °< CD v J Bill Parsons From: Scott Noriyuki <scott@northsidemgt.com> Sent: Tuesday, July 01, 2014 12:14 PM To: Bill Parsons Subject: FW: Jump Creek TIS FYI - Scott Noriyuki (208)230-1202 scottO n orthsidemat.com '00 ^ NORTHSIDE MANAGEMENT From. Mindy Wallace [mailto:Mwallace@achdidaho.org] Sent: Tuesday, July 01, 2014 9:38 AM To: 'Justin Lucas' Cc: Scott Noriyuki (scott@northsidemgt.com); 'Larry White' Subject: Jump Creek TIS Justin, The traffic impact study for Jump Creek has been deemed complete and is going onto Traffic for a full review. Please let me know if you have any questions. Mindy Mindy Wallace, AICP Planner III Ada County Highway District (208)387-6178 "We drive quality transportation for all Ada County -- Anytime... Anywhere!" (-AWE IDIAN --- Y Develop mon, Develo ment Proiect Verification Date: 6/13/14 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Jump Creek Subdivision Parcel Numbers: SO428143000 SO428410000 SO428449010 SO428449800 Address Verification Rev: 04/23/12 SITE ILTIUNG., ILILC Mr. Shawn Brownlee Trilogy Development 2358 South Titanium Place Meridian, Idaho 83642 Re: Geotechnical Report Jump Creek /Jump Creek Subdivision North Blackcat Road Meridian, Idaho Dear Shawn: June 5, 2014 Page 1 of 29 1404661001 As per your authorization, on May 20, 2014 this engineer observed the advancement of three hand auger borings on the property due south of your MDC property on the west side of Blackcat Road in Meridian, Idaho. The purpose of this investigation was to confirm that the previous recommendations provided for the Jump Creek Subdivision also apply to this additional parcel. It is our understanding that the parcels will be developed together and is now referred to as Jump Creek Subdivision. Based on the observed conditions, the property is acceptable from a geotechnical perspective for development as a residential subdivision and our prior recommendations for MDC Property are appropriate for Jump Creek Subdivision. This report has been modified to include the additional exploration and changes all references to MDC to Jump Creek. Recommendations for foundation construction, earthwork, and pavement design and storm water disposal are included herein. We appreciate this opportunityto be of service. Should you have any questions or require additional information, please contact our office at your convenience. Respectfully subm' Bob J. Arnold, Q0� Q,`G\STEN ��9 lq>E OF X08 J. R4N� 208-440-6276 * biarnoidpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE ILTIIING, ILLG TABLE OF CONTENTS INTRODUCTION..................................................................... Purpose and Scope.......................................................... Authorization.................................................................. Warranty and Limitations ............................................... ....................................... 3 .......................................... 3 .......................................... 4 ................................. 4 RESEARCH & BACKGROUND......................................................................................... 5 General...................................................................................................................... 5 VicinityMap..............................................................................................................5 FieldInvestigation..................................................................................................... 6 ObservedConditions................................................................................................. 6 DESIGN & CONSTRUCTION RECOMMENDATIONS......................................................... 8 GeneralEarthwork.................................................................................................... 8 Inspection& Testing................................................................................................. 9 Excavations................................................................................................................ 9 PavementSection..................................................................................................... 10 FoundationSystem................................................................................................... 10 Slabon Grade Concrete............................................................................................ 11 StormWater.............................................................................................................. 12 UndergroundUtilities............................................................................................... 12 Contractor Inspections.............................................................................................. 13 GeneralComments................................................................................................... 13 APPENDIX....................................................................................................................14 208-440.6276 * bjarnoidpe@msn.com (2) Post Office Box 190537 * Boise, Idaho 83719 SITE UILTIING, ILLC Geotechnical Report Jump Creek Subdivision North Blackcat Road - Meridian, Idaho INTRODUCTION Purpose and Scope This report presents the results of a geotechnical investigation & resulting recommendations for a residential subdivision to be constructed on a parcel located on the northwest corner of Blackcat Road & McMillan Road Meridian, Idaho. This assessment was performed on Ada County Parcels #SO428410000, # SO428449800, & #SO428449010. Ada County Assessor website indicated the parcels include approximately 80 acres and have been assigned street addresses 4940 W. McMillan Road & 5335 N. Blackcat Road, Meridian, Idaho. The purpose of this investigation was to evaluate the subsurface soil conditions and provide recommendations for building residential structures and civil construction. The field investigation included subsurface exploration by means of a rubber tire mounted backhoe and hand auger. Soil samples were gathered and test pit & boring logs generated by our project engineer. Selected soil samples were submitted to soil laboratories for testing. After the field investigation and laboratory testing was completed, all available field and laboratory test data was reviewed, the assumed design information was evaluated, and this report was prepared. This report summarizes our findings, conclusions, and recommendations regarding the geotechnical aspects of the project. 208-440-6276 * bjarnoldpe@msn.com (3) Post Office Box 190537 * Boise, Idaho 83719 SITE ILTIINVG„ ILIL'C Authorization E-mail authorization to proceed with the original MCD geotechnical investigation was received from Mr. Shawn Brownlee on July 17, 2013. The Bews or southern two parcels were added to this project in March 2014. Authorization to proceed and the use of the recommendations provided herein indicate the client's and their design team's acceptance of the scope of work, warranty, limitations and general conditions provided herein and within the submitted and approved proposal. Warranty and Limitations The exploration and evaluation of subsurface conditions documented herein is considered sufficient to form a basis for the provided recommendations. The provided recommendations are based on the available soil information and preliminary design details either assumed or furnished by the client. It is warranted that these recommendations have been promulgated after being prepared in accordance with locally accepted professional engineering and geotechnical engineering practice. No other warranties are implied or expressed. 208-440-6276 * bjarnoldpe@msn.com (4) Post Office Box 190537 * Boise, Idaho 83719 SITE 'SUILTIIING, ILILG RESEARCH & BACKGROUND General As per your request, on July 29, 2013, this engineer observed the excavation of six test pits on MCD parcel located at 5335 North Blackcat Road, in Meridian, Idaho. On May 28, 2014 three hand augured borings were advanced on the southern or Bews property at 4940 West McMillan Road. At the time of exploration, the southern quarter of the MCD property was planted in corn that was irrigated in furrows flowing from east to west. The northern 3/4 of the property was a historical tree farm with many trees still present. The tree farm area was also farmland prior to 2004. Along Blackcat Road, a small parcel, approximately 150'x 200', includes a building used as a maintenance facility for farm equipment. The larger of the two Bews parcels was also planted at the time of our field investigation. This led to hand auger borings being located in the non farmed 2.6 acres parcel along McMillan Road and along the field access roads. At the time of this investigation, the surface was firm and stable but large holes are present in the tree farm area where trees have previously been harvested. These holes are hidden in surface weeds and grasses requiring a spotterto access this area with trucks and the backhoe. Vicinity Map Prior to our field investigations, a proposed development plan was provided by Bailey Engineering and an aerial photo was obtained from Google Earth. This photo was used in the field with a hand held GPS unit to plot the approximate locations of the test pits. This photo has been included in the appendix. 208-440-6276 * bjarnoldpe@msn.com (5) Post Office Box 190537 • Boise, Idaho 83719 SI'T'E ILTING. ILLC Field Investigation Six Test pits and three hand auger borings were advanced at the selected locations to explore subsurface conditions and evaluate their consistency.. The test pits were excavated with a tire - mounted, backhoe equipped with twenty-four inch bucket. R. P. Jones Drilling of Boise, Idaho supplied the backhoe and operator. Hand auger borings were advanced by our staff engineer and a soils technician. Our engineer gathered representative samples from the test pit spoil piles and from the hand auger during excavation. The samples were field classified, labeled according to test pit number and depth, bagged in plastic storage bags, and transported to the laboratory for additional testing. Sieve analysis (ASTM Test Method C136-93), Moisture Content (ASTM Test Method 2216-92) and Liquid Limit, Plastic Limit and Plasticity Index (ASTM Test Method D 4318-93) testing were performed on selected samples. A near surface sample was selected and forwarded to a specialty soils laboratory for R -Value testing, (Idaho Method T- 8). Tests were performed in general accordance with the cited ASTM and ITD test methods. Observed Conditions Test Pits TP -1 and TP -2 were located adjacent to a field access road along the south end of the property. Test pits TP -3 to TP -6 were located within the tree farm area. Borings HA -1 to HA -3 were advanced along the edges of the southern field where access could be gained without disrupting irrigation. All test pits and borings were backfilled after sampling was completed. Piezometers were installed in the borings to allow for future groundwater measurements. It is assumed that the root zone in the corn and grain field is as deep as the furrows / corrugates or approximately six inches. Grasses and weeds within the tree farm have a similar root depth. The trees can be expected to have roots up to 2.0-2.5 feet deep. It is unknown if a buried irrigation system is present within the tree farm. The client has reported that the tree farm was historically flood irrigated. 208-440-6276 * bjarnoldpe@msn.com (6) Post Office Box 190537 * Boise, Idaho 83719 SITE IN.SUILTIIING:, ILLC At the time of excavation, groundwater was observed entering the test pits at between 6.0 and 7.0 feet below the existing ground surface. In each test pit the groundwater rose approximately one foot prior to the test pit being backfilled. The surface soil varied from 3.5 to 5.5 feet deep in the six test pits. It appears that groundwater may have historically risen as high as the bottom of the surface (silt / clay) soil layer. It is noted that groundwater in the western most monitoring wells at the Bridgetower project, directly across Blackcat Road from the onsite building, was measured at 2.0 feet below the surface in October 2011. Groundwater in the next two nearest wells at Bridgetower was measured at 4.0 feet below the ground surface. These wells are shown on the aerial photo in the appendix. Hand auger borings were advanced as deep as possible on the southern parcels. All three borings were terminated when large gravel was encountered and auguring was blocked. It is noted that the northeast monitoring well was destroyed shortly after installation. The west well was also ran over and filled with soil to 4.5' below adjacent grade. New wells will be installed at these locations. The surface soils consist mostly of lean clay or elastic silt or sandy silts. The clay soils observed were typically less than two feet thick and therefore will be completely penetrated by road construction. Below the surface layer, the upper 3.5 — 5.5 feet is a low plasticity or elastic silt, In test pits TP -1, TP -2 and TP -6 and in borings HA -1, HA -2 & HA -3 a thin cemented layer was encountered below the surface soils. This layer is identified as hardpan on the test pit logs but was very weakly cemented and easily excavated / augured. Gravels were contacted at 4.5 to 5.5 feet in all locations. The top of the sand and gravel is very silty. Free draining materials were encountered in the bottom of each test pit. The average depth to free draining materials is approximately 6.5 to 7.0 feet. At this depth gravels are too large to hand auger. On June 6, 2014 the southernmost monitoring well, HA -1 was measured to be 6.8 feet deep and dry. HA -2 & HA -3 were dry when installed on May 20, 2014 to 6.0' and 6.5' feet respectfully but have since been destroyed. 208-440-6276 * bjarnoldpe@msn.com (7) Post Office Box 190537 * Boise, Idaho 83719 SITE ILLI N G. ILILC DESIGN & CONSTRUCTION RECOMMENDATIONS General Earthwork All soils encountered on the property are acceptable for filling of residential lots. Therefore, materials removed from the street sections and subsurface stormwater storage areas can be utilized as structural fill. The only exception is the surface soil that contains excessive organic materials. Removal of the majority of the organic materials will require grubbing of approximately four to six inches of surface soils. Deeper excavation may be required in the tree farm and areas along the property boundaries where small trees and bushes are present. The depth of grubbing is to be adjusted in the field to ensure that organic materials are properly removed from beneath future pavements and structural fills. If used for fill, the surface soils will require moisture contents within two percent of optimum for effective compaction. These soils will easily become too wet or too dry for effective compaction. These soils can be expected to perform poorly if wet and subjected to rubber tired equipment. If construction is to occur during wet weather or wet surface soil conditions, low- pressure, tracked mounted construction equipment is recommended. Rutting caused by the contactor using rubber -tired equipment on a wet subgrade can be expected and should be repaired at contractor expense. This information is to be supplied to earthwork contractors prior to construction. Structural fills less than three feet deep are to be compacted to 95 % of the maximum dry density by ASTM D698, Standard Proctor. For deeper fills, and fill intended to contain irrigation canals or storm water runoff, all fill material and the subgrade surface are to be compacted to 95 % of the maximum dry density as determined by ASTM D1557, Modified Proctor. Structural fill is to extend laterally outside foundations a distance equal to the depth of structural fill. 208-440-6276 * bjarnoldpe@msn.com (8) Post Office Box 190537 * Boise, Idaho 83719 SITE NSULTIN-1Q, LLC Structural fill should be placed in uniform, thin horizontal lifts, moisture conditioned as necessary, and compacted to the above requirements. Compaction of fine grained soils will greatly reduce the infiltration rate for surface water, effectively sealing the ground surface and crawlspace floors to percolation. Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. Testing should be performed in accordance with ASTM Test Methods D3017-88 and D2922-91 (nuclear densometer). Field nuclear moisture - density testing shall be performed on each lift of compacted fill for every 10000 square feet of surface area or one test per lot, whichever is greater. It is noted that structural fill can pass compaction tests and still be unacceptable if pumping, rutting or deflecting under vehicle or foot traffic. Excavations Shallow excavations and trenches that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. The ability of the materials on site to maintain a vertical or near vertical excavation when standing open without support over any extended period of time can be expected to be quite variable. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements.. 208-440-6276 * biarnoldpe@msn.com (9) Post Office Box 190537 * Boise, Idaho 83719 SITE ILlfING, ILILC Pavement Section A pavement section has been calculated based upon a laboratory generated R -Value of R=8 and Traffic Indexes of TI=6 & TI=8. Calculation sheets are included in the appendix. Based upon this data the following pavement sections are recommended. Material Layer Residential Street TI=6 Collector Street T1=8 Asphaltic Concrete 2.5" 3.0" Base Coarse (%" minus) 4.0" 4.0" Sub base (Pitrun) 12.0' 17.0" It is noted, that it is common for the local jurisdiction to require a standard design or to match existing pavement section when working on collector or arterials. Therefore the local highway district / street department should be consulted concerning construction within the Blackcat Road right of way. Materials meeting the requirements of ISPWC or ACHD will be required for any work within this project, Foundation System The proposed single family residences may be supported on conventional, continuous and isolated pad foundations founded upon the native soils or upon structural fill extending to these native soils. Based upon proper placement and compaction of structural fill, bearing pressures of up to 1500 psf are allowed. A one-third increase in allowable bearing capacity is permitted when transient loads such as wind or seismic are included. Either crawlspaces or slab on grade floors are acceptable. 208-440-6276 * biarnoldpe@msn.com (10) Post Office Box 190537 * Boise, Idaho 83719 ILTIING,. ILLC Slab on Grade Concrete Care must be taken so that all excavations below concrete floors and slabs are properly backfilled in accordance with the structural fill recommendations outlined herein. This is very critical where a slab will extend over utility trenches or retaining wall backfill. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Testing is to confirm that compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Slab on grade floors, sidewalks and pavements should be placed atop a minimum of 0.5 feet of granular structural fill materials. Any additional fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill. After construction of the building pad, a six inch granular mat should be provided below the floor slabs. The mat should consist of sand or sand - gravel mixture with non -plastic fines. The material should all pass a 3/4 inch sieve and should contain less than seven percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. All slabs should be suitably reinforced to make them as rigid as possible. Proper joints should be provided at the junctions of the slab and foundation system so that independent movement can occur without causing damage. 208-440-6276 * biarnoldpe@msn.com ( 11) Post Office Box 190537 * Boise, Idaho 83719 IT: ILMI G,, ILLC Storm Water It is recommended that storm runoff be directed away from all open excavations and not be allowed to puddle on subgrade soils. Due to the present of shallow groundwater, disposal of groundwater in surface detention or retention ponds or constructed lakes or ponds is recommended. If water is to percolate through the surface soils (including the cemented soil layer) a percolation rate of P=1.0 inch/hour is recommended for design. If drainage facilities are extended to free draining materials (and backfilled if needed with free draining pitrun) a percolation rate of P = 6 inch/hour is to be used for design. Extension to free draining conditions is to be confirmed at the time of construction. This consultant provided consulting services on Phase II of Oak Creek Subdivision, located to the south across McMillan Road. This development includes standard infiltration trenches with 4.5' of drain rock and 3.0' of filter sand. Underground Utilities Test pits revealed that deep utilities trenches may require dewatering. It is not anticipated that large backhoes will experience any difficulties excavating the onsite materials. No bedrock formation was encountered on the subject property. Sloughing of trenches can be expected when working below the groundwater surface. 208-440-6276 * hiarnoldpe@msn.com (12) Post Office Box 190537 * Boise, Idaho 83719 ITE IL ] IN G, ILILC Contractor Inspections This report has been prepared with the intent to provide specific design information to the developer and the civil engineering consultant. It is not intended to act as any contractors "Due Diligence" or subsurface inspection prior to estimating construction costs or actual construction. Contractors that estimate material quantities, material depths, or the volume and depth to groundwater based solely upon this report do so at their own risk. It is recommended that such values be confirmed as close as possible to the time / date of construction at specific locations as detailed in design plans. General Comments After the plans and specifications for construction are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed. Testing and inspection services are recommended herein. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm subgrade grubbing, stability, and proper placement and compaction of fills. Any deviations from the herein described subsurface conditions should be brought to the attention of this consultant. This report has been prepared forthe exclusive use of the identified client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified. Appendix Follows 208-440-6276 * bjarnoldpe@msn.com (13) Post Office Box 190537 * Boise, Idaho 83719 "SITE USUILTIING, ILLC APPENDIX Aerial Photo with Test Pit/Boring Locations Test Pit Logs (5) Hand Auger Boring Logs (3) Pavement Section Calc Sheets (2) R -Value Soil Log Legend Abbreviations & Acronyms 208-440-6276 * bjarnoldpe@msn.com (14) Post Office Box 190537 * Boise, Idaho 83719 SITE ILTIIIN'G,. ILLC AERIAL PHOTO Approximate Test Pit Location Subject Property 208-440-6276 * bjarnoldpe@msn.com (15) Post Office Box 190537 * Boise, Idaho 83719 S1'TE co,SUILTIINVG, ILLC Test Pit Log Test Pit #: TP -1 File: 14046GIO01 Client: Trilogy Development Date Excavated: 07/29/13 Project: lump Creek Subdivision Excavated By: Tire mounted Backhoe Location: SW Corner Logged By: Bob Arnold 208-440-6276 * bjarnoldpe@msn.com (16) Post Office Box 190537 * Boise, Idaho 83719 Sample N 4" # DEPTH SOILS DESCRIPTION Type 4 10 40 200 M PI LL 0.0 Moist, Brown, Silt 2.0 2.0 Wet, Brown, Sandy, SILT (ML) Bag 99 93 54.7 22.9 NP NPz 5 3.5 3.5 Hardpan, (very weakly cemented silt - and sandy silt) 5.5 5.5 Gravel Contact 5.5 Saturated, Silty, Sand & Gravel 8.0 Notes Terminated due to sloughing Groundwater entering Test Pit @ 6.0' 208-440-6276 * bjarnoldpe@msn.com (16) Post Office Box 190537 * Boise, Idaho 83719 :TII Test Pit Log ILILC Test Pit #: TP -2 File: Client: Trilogy Development Date Excavated: Project: Jump Creek Subdivision Excavated By: Location: Center South End Logged By: 14046GIO01 07/29/13 Tire mounted Backhoe Bob Arnold 208-440-6276 * bjarnoldpe@msn.com (17) Post Office Box 190537 * Boise, Idaho 83719 Sample # # 411 DEPTH SOILS DESCRIPTION Type 4 10 40 200 M PI LL 0.0 Moist, Brown, Silt 2.0 2.0 Moist, Brown, Elastic, Silt Bkt 100 99 98 92.4 21.7 3.2 26.5 2.5 4.5 R -Value — R=8 4.5 Hardpan 5.0 5.0 Gravel Contact 5.0 Saturated, Brown, CLAYEY, Bag 94 89 74 58.6 14.9 11.3 29.6 - Sand & Gravel 5.0 10.0 (Fines classify as CL) Notes Terminated due to sloughing Groundwater entering Test Pit C@ 6.0' 208-440-6276 * bjarnoldpe@msn.com (17) Post Office Box 190537 * Boise, Idaho 83719 �S I E MUTING, ILLC Test Pit Log Test Pit #: TP -3 Client: Trilogy Development Project: Jump Creek Subdivision Location: Center, W Side, North of Tree Farm File: 14046GIO01 Date Excavated: 07/29/13 Excavated By: Tire mounted Backhoe Logged By: Bob Arnold 208-440-6276 * bjarnoldpe@msn.com (18) Post Office Box 190537 * Boise, Idaho 83719 Sample # # ## DEPTH SOILS DESCRIPTION Type 4 10 40 200 M PI LL 0.0 Dry, Brown, CLAY (CL) Bag 98 95 89 77.0 11.6 8.4 29.3 2.0 2.5 2.5 Moist, Brown, Silt - (wetter with depth) 4.5 4.5 Gravel Contact 4.5 Saturated, Silty, Sand & Gravel 8.0 Notes Terminated due to sloughing Groundwater entering Test Pit at 6.5' 208-440-6276 * bjarnoldpe@msn.com (18) Post Office Box 190537 * Boise, Idaho 83719 zOSl E SUILTIUNG, ILLC Test Pit Log Test Pit #: TP -4 File: 14046131001 Client: Trilogy Development Date Excavated: 07/29/13 Project: Jump Creek Subdivision Excavated By: Tire mounted Backhoe Location: Center of Site Logged By: Bob Arnold 208-440-6276 * bjarnoldpe@msn.com (19) Post Office Box 190537 * Boise, Idaho 83719 Sample # # #11 DEPTH SOBS DESCRIPTION Type 4 10 40 200 M PI LL 0.0 Dry, Brown, SILT (ML) Bag 100 97 88 82.4 18.5 5.6 28.5 1.0 1.5 1.5 Moist, Light Brown, Silt 3.0 3.0 Wet, Dark Brown, SILT (ML) gag 100 92 77 68.8 17.6 6.6 29.1 4.0 5.0 5.0 Contact with Silty Gravel 5.0 Saturated, Silty Sand and Gravel 10.0 Notes Terminated due to sloughing Groundwater entering Test Pit at 7.0' 208-440-6276 * bjarnoldpe@msn.com (19) Post Office Box 190537 * Boise, Idaho 83719 zZ LTTE ONVISUILTINV1G,, ILILC Test Pit Log Test Pit #: TP-5 File: 14046GIO01 Client: Trilogy Development Date Excavated: 07/29/13 Project: Jump Creek Subdivision Excavated By: Tire mounted Backhoe Location: Center north end Logged By: Bob Arnold 208-440-6276 * biarnoldpe@msn.com (20) Post Office Box 190537 * Boise, Idaho 83719 Sample ft# # q DEPTH SOUS DESCRIPTION Type 4 10 40 200 M PI LL 0.0 Dry, Light Brown, Silt 2.0 2.0 Moist, Dark Brown, SILT (ML) Bag 100 95 85 69.9 16.6 5.6 27.9 _ 4.0 5.0 5.0 Hardpan 5.5 5.5 Gravel Contact S.5 Saturated, Silty Sand and Gravel 8.0 Notes Terminated due to sloughing Groundwater entering Test Pit at 7.0' 208-440-6276 * biarnoldpe@msn.com (20) Post Office Box 190537 * Boise, Idaho 83719 U11 Test Pit Log Test Pit #: TP -6 Client: Trilogy Development Project: lump Creek Subdivision Location: Northwest Corner LLC File: 14046GIO01 Date Excavated: 07/29/13 Excavated By: Tire mounted Backhoe Logged By: Bob Arnold 208-440-6276 * biarnoldpe@msn.com (21) Post Office Box 190537 * Boise, Idaho 83719 Sample 11 11 11 N DEPTH SOILS DESCRIPTION Type 4 10 40 200 M PI LL 0.0 Dry, Brown, Silt 2.0 2.0 Moist, Dark Brown, SILT (ML) Bag 100 99 97 85.5 19.7 3.2 26.8 3.0 4.0 4.0 Moist, Brown, Elastic Silt 5.0 5.5 Gravel Contact 5.5 Saturated, Silty Sand and Gravel 8.0 Notes Terminated due to sloughing Groundwater entering Test Pit at 7.0' 208-440-6276 * biarnoldpe@msn.com (21) Post Office Box 190537 * Boise, Idaho 83719 Test Pit M Client: /SITE :ONSUILl IUNI G, LLC Hand Auger Log Hand Auger —1 Trilogy Project: Jump Creek Subdivision Location: South end of Bews File #: Date Excavated: Excavated By: Logged By: 14001GIO01 5/20/14 Hand Tools KA/BA 208-440-6276 * bjarnoldpe@msn.com (22) Post Office Box 190537 * Boise, Idaho 83719 Sample N # # tt DEPTH SOILS DESCRIPTION Type 4 10 1 40 1 200 M I PI LL 0.0 Dry, Brown, CLAY (CL) Bag 100 99 96 84.2 19.8 11.0 31.8 - (No rootzone present in access road) 3.0 3.0 Brown, Moist, SILT (ML) Bag 97 76 49 29.6 27.7 NP NP 4.5 4.5 Hardpan, weakly cemented silt 5.0 5.0 Gravel Contact, weakly cemented at top - Grades cleaner with depth. 7.0 Too big to auger at 7.0' 7.0 Bottom of Boring — Auger Refusal Piezometer installed 208-440-6276 * bjarnoldpe@msn.com (22) Post Office Box 190537 * Boise, Idaho 83719 Test Pit #: Client: SITE iUIL Hand Auger Log Hand Auger— 2 Trilogy Project: Jump Creek Subdivision Location: West Center of Bews LLC File #: Date Excavated: Excavated By: Logged By: 14001GIO01 5/20/14 Hand Tools KA/BA 208-440-6276 * bjarnoldpe@msn.com (23) Post Office Box 190537 * Boise, Idaho 83719 Sample q q p p DEPTH SOILS DESCRIPTION Type 4 10 40 200 M PI LL 0.0 Dry, Brown, CLAY (CL) Bag 100 99 94 82.5 26.2 14.2 35.9 - (No rootzone present in access road) 2.5 2.5 Brown, Moist, SILT Bag 4.0 4.0 Hardpan 4.5 4.5 Gravel Contact, weakly cemented at top - Grades cleaner with depth. 6.0 Too big to auger at 6.0' 6.0 Bottom of Boring — Auger Refusal Piezometer installed 208-440-6276 * bjarnoldpe@msn.com (23) Post Office Box 190537 * Boise, Idaho 83719 /SITE ,ONSUILT11ING, ILILC Hand Auger Log Test Pit #: Hand Auger — 3 Client: Trilogy Project: Jump Creek Subdivision Location: NE Corner of Bews File #: 14001GIO01 Date Excavated: 5/20/14 Excavated By: Hand Tools Logged By: KA/BA 208-440-6276 * bjarnoldpe@msn.com (24) Post Office Box 190537 * Boise, Idaho 83719 Sample # # # q DEPTH SOILS DESCRIPTION Type 4 10 40 20D M PI LL 0.0 Dry, Brown, CLAY - (No rootzone present in access road) Bag 2.5 2.5 Brown, Moist, SILT Bag 4.5 4.5 Hardpan 5.0 5.5 Gravel Contact, weakly cemented at top - Grades cleaner with depth. 6.5 Too big to auger at 6.5' 6.5 Bottom of Boring—Auger Refusal Piezometer installed 208-440-6276 * bjarnoldpe@msn.com (24) Post Office Box 190537 * Boise, Idaho 83719 ITE TING, ILIL`G DESIGN SECTION CALCULATIONS (ACHD R -Value Method) Project: Jump Creek Subdivision File No.: 14046 Blackcat Road Calc By: B. Arnold Client: Trilogy Development Date: 08/01/13 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 (By ACHD) GE = Gravel Equivalent R = R -Value = 8 (By Test) GE= 21.7 Inches ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness= 2.5 Inches ACE= 5.0 Inches 3/4" Road Base Thickness Desired= 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 12.3 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 13.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 13.0 inches 208-440-6276 * bjarnoldpe@msn.com (25) Post Office Box 190537 * Boise, Idaho 83719 SITE ILILC DESIGN SECTION CALCULATIONS (ACRD R -Value Method) Project: Jump Creek Subdivision File No.: 14046 Blackcat Road Calc By: B. Arnold Client: Trilogy Development Date: 08/01/13 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 8 (By ACHD) GE = Gravel Equivalent R = R -Value = 8 (By Test) GE= 28.8 Inches ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 3.0 Inches ACE= 7.5 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation• Subbase Thickness=SB=GE-ACE-RBE SB= 16.9 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 17.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 17.0 inches 208-440-6276 * bjarnoldpe@msn.com (26) Post Office Box 190537 * Boise, Idaho 83719 .ITING, ILIL'C R -Value (By MTI of Boise, Idaho) MATERALS Sxv -Barri U.�3raead'ayrTa?Ctiew-B'he4ti3s . ' - TESTING Es R-Ys.LUE D Dam's • IIM£1-} � INSPc-cnoN I Ervim.•:mntM Services :) GecD rhedca Erz9ir=anT 0 G�insWr-ticn itiaEanels Tesang O Special Lns�c�.tions E3 tAc2 ITo R-S'alnr 7es1 Uais iS11nt 1>]S_j'• �lS1B14T 0': 4Sid11a12B� AASIUUT�i: Txv SsaadirA: .LS181 D?3'•':A:i AR-V2V0e 4.69m. "P4 X I Cd, 200 psa EaedutjmO Prms = N R-Value�E.e fine Pax .m 12.0 93.41 too 90 2 si0 A.o RO fl5th ¢4Cn �m 3V0 z:,c9 no tS ItMn Eaut3aiimv Pf ensure {PsgT ZF40S4^.ehvv VleuWa�; 6�SeIFB EiN9.hl@3i66I 3.+F 2i6322fiS4= ��m�iMrnm,.myudrwrt - Se+mte amlIfswr' - Sxv -Barri U.�3raead'ayrTa?Ctiew-B'he4ti3s kSo' T-Si}x_ ffaxeiad SvmB D Dam's • IIM£1-} � d 31,?rTfi I 1R E3 tAc2 ITo 'a�9 wa; iS11nt 1>]S_j'• �lS1B14T 0': 4Sid11a12B� AASIUUT�i: Txv SsaadirA: .LS181 D?3'•':A:i k,5pP1®iESoi 4.69m. "P4 X I 5a � e1 B C D Dam's • IIM£1-} � IQR.B I 9ft2 95.9 MQistfte CwetesEff n.b ITo 192 2a_6 E_ �ns�m Pav�sw�i EieaBfwn PecssnmefQ�'b Rladme U SP1 _:_ 0,98 iA20 aT�19Z- 208-440-6276 * bjarnoldpe@msn.com (27) Post Office Box 190537 * Boise, Idaho 83719 SITE ILTI NG„ ILILC Soil Log Legend UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR ri Atanrnnnni nr crop r MAJOR DIVISIONS COARSE GRAINED SOILS < 50%- #500 GRAVEL& GRAVELLY SOILS <50%- 44 <5%-#500 GW TYPICAL DESCRIPTIONS Well -graded gravel, gravel -sand mixture, little or no fines. S-12% S-12%-#500 > 12%-#500 GP GM GC Poorly -graded gravel, gravel sand mixture, little or no fin— ines Silty gravel, gravel -sand -silt mixtures Clayey gravel, gravel -sand -clay mixtures SAND & SANDY SOUS >50%-#4 <5%-#500 SW Well -graded sand, gravelly sand, little or no fines. SP Poorly -graded sand, gravelly sand, little or no fines >12%-#500 SM Silty sand, sand -silt mixtures SC Clayey sand, sand -clay mixtures FINE GRAINED SOILS > 50%-#500 SILTS AND CLAYS LL<50% INORGANIC ML Inorganic silt and very fine sand, rock flour, silty or clayey fine sand or clayey silt with slight plasticity ORGANIC CL =::]IOrganic Lean clay -low to medium plasticity, gravelly clay, sandy clay, silty clay silt and organic silty clay of low plasticity SILTS AND CLAYS INORGANIC LL 50% MH Elastic silt, micaceous or diatomaceous fine sand or silty soil. HIGHLY ORGANIC SOILS ORGANICOH CH Fat clay - high plasticity PT Organic clay-med. or high plasticity: organic silt Peat, humus, swamp soil with high organic content 208-440-6276 * biarnoldpe@msn.com (28 ) Post Office Box 190537 * Boise, Idaho 83719 SITE ILTII IN G, LLC Abbreviations and Acronvmc AASHTO American Association of State Highway & Transportation Officials ASTM American Society for Testing and Materials ACP Asphaltic Concrete Pavement BH Bore Hole IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non Plastic PCC Portland Cement Concrete PCF Pounds per Cubic Foot TP Test Pit USCS Unified Soil Classification System CL Clay ML Silt SM Sand NOTHING FOLLOWS 208-440-6276 * biarnoldpe@msn.com (29) Post Office Box 190537 * Boise, Idaho 83719 0 < �5',53��� R 2� ;ee�a_ �i Ai "• 53'�y 5; Ub 33 399 §�§.£3F3 R I@ KIM 5 P €g R bi�3h i ;a3Ie3 ne a5��0 IIS gb ggq8 e � cP id�f383 �Gff ��E 3.3 9�5n9�3F �I Y § ❑ _ � 88� p 8 § gg€g $i $ s HINiH 1i e p55gg 1Y5Y q�$s5-}I�gSgC34§gy�y ¢s�G��q@ �o Aoea�o��0eeo 3 MEMBER � 00000000 �o g1gin 8@998AAAA0A990AADA6A 00 �©80B88B9888A988AABBBAA@ AAAADBAABDAAAAAAAAAAAAA �ABDBAAAAAAABABAAAADBA A 60000000000000000000000 8888888888888888888888 �006��808�909999���00 - 1100 9��0�988�0 60000000000000000 60000000000000000000080 Ll J N jur e 1 .,SL LIfl -3 .6f,Lf0o 0! 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(PP): Preliminary plat consisting of 318 single family residential lots, 2 multi- family lots and 42 common lots on approximately 85.9 acres in the proposed R-8 and R-15 zoning districts. Location: The site is located on the northwest corner of N. Black Cat Road and W. McMillan Road in the SE'/< of Section 28, Township 4N., Range IW.