HomeMy WebLinkAboutApplicationMayor Tammy de Weerd
City Council Members:
Keith Bird Joe Borten
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 City Council please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by: April 8, 2014
Transmittal Date: March 25, 2014 File No.: FP 14-010
Hearing Date: April 15, 2014
Request: Final Plat approval consisting of 21 building lots & 2 common/other lots on 11.8
acres of land in an R-15 zoning district for McLinder Subdivision
By: TS Development
Location of Property or Project: 4650 N. Linder Road & 1437 W. McMillan Road
_Joe Marshall (No FP)
_Scott Freeman (No FP)
_Steven Yearsley (No FP)
—Patrick Oliver (No FP)
Macy Miller (No FP)
_Tammy de Weerd, Mayor
_Charlie Rountree, C/C
_Brad Hoaglun, C/C
_Keith Bird, C/C
_David Zaremba C/C
—Sanitary Services (No VAR, VAC, FP)
Building Department/ Rick Jackson
_Fire Department
_Police Department
—City Attorney
_Community Development
_City Planner
_City Engineer
_ Economic Dev. (CUP only)
Parks Department
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 Fa)
_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 Clerks Office • 33 E. Broadway Avenue, Meridian, ID 83642
Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org
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
❑ Development Agreement Modification
Final Plat
Final Plat Modification
❑ Planned Unit Development
❑ Preliminary Plat
❑ Private Street
11 Rezone
❑ Short plat
❑ Time Extension (Commission or Council)
❑ UDC Text Amendment
❑ Vacation (Council)
❑ Variance
❑ Other
Applicant Information
Applicant name r 445-"_"U talP;
Applicant address 4 -/� ^' /t
_ Phone: Zpg W 10 Fax:
Zip: 83 E-mail: � rMCC B3(� 044d. 6'°-1
Applicant's interest in property: N Own ❑ Rent ❑ Optioned ❑ Other
Owner name: ?'IE Phone: Fax:
Owner address:
Zip: E-mail:
Agent name (e,�
.tg., architect, engineer, developer, representative)
f7'
Firm name: A --x �aLf ;mrf- ::A 5 Phone eAit i<ar '1 Fax:
r
s
Address: 4&'-a ns. d �r'7`Iy `...�gUnSA Zip: Ci ``" E-mail
Primary contact is: O Applicant ❑ Owner {Agent ❑ Other -4`^
Contact name: 's•ru °E` o-� riyt;l s Phone's `y l�rs Fax: '
sf `1 r j �l.��r; G,'t-' K_ttP,t ,G J��@ 3•- t E-mail:
Contact address: C t` Zip:
t Information
Locatimilstreet address:
Assessor's parcel number(s):
Township, range, sectifpn: nt ,�"�-�7 Total acreage:'``<�^r.` =` f r ", a gilt t `
Current land use: VAr '— Current zoning district. ` C i jtzr-t '£_ p/ , %5
33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.moridianc4.org
1 (Rev. 02x082013)
Project/subdivision name: JvJe U r% ,%t `,r 'i n' /re" -
General description of proposed project/request: f .F -) ` 4, l'- r;
RILEY PLANNING SERVICES LLC
• Due Diligence • Land Use Planning
March 7, 2014
Ms. Sonya Watters, Associate City Planner
City of Meridian, Current Planning Division
33 E. Broadway Street
Meridian, ID 83642
RE: McLINDER SUBDIVISOIN No. 1
FINAL PLAT APPLICATION
Dear Ms, Watters:
Please accept the attached Final Plat Application for McLinder Subdivision No. I for review. A
Development Agreement between the City of Meridian and TS Development, LLC, is required
with approval of AZ -13-010. This Development Agreement is in process and will be submitted
along with the required fees prior to the hearing for McLinder Subdivision No. 1.
With approval of the McLinder Subdivision No. 1 Filial Plat, the multi -family component of
Sawtooth Village will move forward. This 23 -lot subdivision zoned R-15 includes 21 four-plex
lots for multi -family housing, and 2 common lots.
A Preliminary Plat for this site was approved by the Meridian City Council on November 6, 2013.
As required, this final plat for McLinder Subdivision No. 1 complies with the Preliminary Plat
Site Specific Conditions of Approval in conformance with UDC 11 -6B -3C. The Applicant, TS
Development, LLC, will provide a Surety of Performance for all incomplete improvements
including fencing, landscaping, amenities, etc., prior to City of Meridian signatures on the final
plat.
McLinder Subdivision No. 1 complies with the City of Meridian Comprehensive Plan Policies.
Urban services are available and city sewer and water will be extended into the site with approval
of the final plat. This subdivision will contribute to a variety of housing types in this area and
provide a rental dwelling choice to complement the ownership opportunities in north Meridian.
As shown on the landscape plan included in the application materials, appropriate landscape
buffering along the abutting transportation corridor is provided. Access to McLinder Subdivision
No. 1 will be restricted to the access points approved by the City Council and ACRD.
Amenities for the multi -family component of Sawtooth Village include a clubhouse and pool, a
grassy area, a tot lot and a BBQ area. The clubhouse details were submitted with the CUP
Application approved by the City of Meridian. Details of the grassy area amenity are provided in
the landscape plan. The Applicant requests approval to submit the remaining tot lot and BBQ
area details prior to issuance of building permits.
The Applicant agrees to the preliminary plat conditions of approval required for approval of the
final plat. A waiver of UDC -3A -6A was approved by the City Council allowing approximately
485 -feet of the Lemp Canal to remain open. The existing structures on the site, and accesses to
• P.O. Box 405 • Boise, ID 83701
Office (208) 908-1609 • E-mail: rileyplanningservicesa@yahoo.com
Page 2 of 2
these structures, will be removed and a sidewalk with a width of a minimum of 5 -feet will be
constructed on McMillan Road, or bonded, prior to signature on the final plat. Any existing
domestic wells and septic systems will be removed from service per Meridian City Ordinance
Section 9-1-4 and 9-4-8. Fencing along all open irrigation ditches and canals will constructed, or
bonded for, prior to final plat approval.
The incomplete portion of W. Ann Taylor Street abutting Linder Road at the southwest corner of
the site will be constructed with McLinder Subdivision No. 1. W. Cobblefield Street will be
constructed where is crosses the site at the southeast corner of the site connecting two existing
stub streets.
Please do not hesitate to contact Lance Warnick, Principal Engineer with Aspen Engineers, or me
if you need additional materials or have questions. We look forward to working with the you and
the City of Meridian to obtain approval of McLinder Subdivision No. 1.
Yours truly,
Penelope Riley
Principal
• P.O. Box 405 • Boise, ID 83701 -
• Office (208) 908-1609 • E-mail: rileyplanningservices@yahoo.com
+ �t �' �c➢oft?u,eZ�b.',9i a.e�4`�401
' P:(208)398-81oif.(208)398 8105
toi Canal St., Emmett, ID 83617
February 20, 2014
McLinder Subdivision Legal Description
A portion of the nwl/4 of section 36, t. 4 n., r. 1 w., B.M., City of Meridian, Ada County,Iidaho, more
particularly described as follows:
COMMENCING at an aluminum cap marking the northwest corner of said Section 36;
Thence south 89°24'32" east, coincident with the north line of said section 36, a distance of 812.05 feet;
Thence south 0°16'26" west, 226.47 feet to the POINT OF BEGINNING;
Thence continuing south 0°16'26" west, 203.14 feet to a point on the west line of Cobblefield Crossing
Subdivision No. 2, as shown on file in Book 93 of Plats on Page 11175, Ada County Records;
Thence south 89124'32" east, parallel with said north line of section 36, and coincident with said west
line of Cobblefield Crossing Subdivision No. 2, a distance of 78.21 feet;
Thence south 11'42'27" west, coincident with said west line of Cobblefield Crossing Subdivision No. 2,
a distance of 79.20 feet;
Thence south 26°02'45" west, 198,42 feet to the northeast corner of arch rock terrace subdivision as
shown on file in Book 105 of Plats on Page 14348, Ada County Records;
Thence north 890261811 west, coincident with the north line of said arch rock terrace subdivision, 750.00
feet to the east right of way line of N. Linder Road;
Thence north 0'14'42" east, coincident with said east right of way line of N. Linder Road 36.60 feet;
Thence south 44°52'56" east, 28.22 feet;
Thence north 89°59'26" east, 163.10 feet;
Thence north 0°33'42" east, 441.58 feet;
Thence south 89'26'18" east, 588.45 feet to the POINT OF BEGINNING;
The above described parcel contains 6.51 acres, more or less.
Together with and subject to covenants, easements and restrictions of record.
Carl Porter, PLS Date
gA�p Planning Services\Aspen Engineering\McLinder R-15 Final Plat\14020-
P-, f is
End Description
C:1Users\Owner\Documents\Documents\Riley Planning Services\Aspen EngineeringWel-inder R-15 Final Plat\14020-
BNDRY.docx
{lrr(t,x No.: A0432959
WARRANTY DEET)
FOR V L+t • ;ter L. 0/FD.
73811+.D1I, E KLrSi-I and MAP..GARE IIATal.. ENGLISH, HUSBAND ANDWTFE
The Grantor(s),-does) hereby giant, argain sell and convoymita -
7✓
OTE FOY tR, LLC f:)<2� I—
whose cntrent addtess is 4202 N. MARCLII'FE AVE:; BOISE; IDS 33704
the Graniee(s), the following described: promises, In Ado County, Who, TO WIT;
SEE ATTACHED.EMUDIT "A" WHICH BY TRIS REFERENCE BECOMES A PART
HEREOF. AND IS COMPRISED OF ONE (1) PAGE.
TO2AVEANDTOHi)LDthesaidpromises,with'theirippon'enancesuntoIhmsaidGoatee,heirsand
assigns fwcvae.. And the said C4,I n(s) do(es) hereby cowlsua to and v. ah the said hmntee(5),.ihat (a)he islare the
t l6u o+•:mer(a)m&e3nnplc of s,d .rurise Ihrt d±oq aro'€ree from all rota ,L,n ST.,.�I h, chs htht1ds
,tea, c.nveyancoas r pressh , t .Subjcot ad l mse mach, s0cred or don, , t t mn cel) i d ,bi: alt eAistivp
_ °+'t� ynfenf te.rila +inn; c S, nm.,.u, ried(s) ,r va y, lirotectivo oovenatils, �ulilg 11 FiT1,111CCF, s•,huiJdmm
"edes I -.1miT"ul I'o,w, general tai vi, d asulsessments, including t to ibv snA } r , e:a (if o, Yak die
cnaentyear which ere not due. and payable, m.d (halOrantor(s) will eauant., u1 delend the _a o fr ail ia. Sat
0 . i didma whaaI9.. z
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4Y ated:04129105 t.
BRIAN L E ISH
STATE OF IDAHO
COUNTY OF ABA
--;
-CARR. THAR ENCft,ISW
ON THIS -29TH OF APRtiI., , A015; :BEFORE ME, TAE UNDERSIGNED, A NOTARY
PUBLIC PERSONALLY APPEARED ,BRIAN L. ENGLISH, MARGARETHA M. ENGLISH,
JQNOWN TO ME OR PROVEN TO TME ON THE BASIS OF SATISFACTORY EVIDENCP.
TO BE THE PERSON(S) WHOSE-NAME(S) ARE SUBSCRIBED TO THE WTTHiN
INNS UM I
d' , DrA� 0' 'LED EDTOME.TTIAT THEY E=,,UCUTBD THE SAME.
II11 `'.rw aa
ooe.prm;.
TARA h4. CLFORD ' ara o
NOTARY PUBLIC. Y�,.�bea,,.
RESIDINGAT: MER IAN
MY COMMISSION EXP S:
06118/10
(SEAL) 1�
i.j.
Order Na.
i;C)h SONTY R;CORiFA d. DAVID HAVARFA
ii01F. I?ta�,lL197fi`iif¢ th9:d%P�1
Oi.�Ut" ouaau tWe billlg
htc�lnt�i„lt �sTOf
ithOnia
r'ii?l'tti � a�
J. LIC C't/
WARRANTY DEED
FOR VALUE RECEIVED,
/married
JOHN R. EBBINGHAUS, SR., AS HIS SEPARATE PROPERTY
The Grantor (s), do(es) hereby grant, bargain sell and convey unto
TS DEVELOPMENT, LLC
whose current address is 4202 N: MARCLIFFE BOISE, IDAHO 83 704
the Grahtoc(s), the following described premises, in Ada County, Idaho, TO WIT:
SEE ATTA C.F ED EX111BIT „A”
TO HAVE AND TOHOWthe said: premises, with their appurtenances unto the said Grantee, heirs and
assigns forever; And the said Grantor(s) do(es) hereby covenant to and with the said that (s)he i'siare the
owner(s) in tree simple of said premises; that they are.free f'omall encumbrances EXCEPT: Subject to all existing
patent reservations, easements; right(s) of way; protective covenantsq;:/oning ordinances, and applicable building
codes, laws and regulations, general taxes and assessments; including irrigation and utility easements (if any) for the
current year; which are not due and payable,
andthat will warrant and defend the-same:from all lawful claims whatsoever..
Gated: 07/01/04
J TIN R. E$BING
STATEOF IDAIO
COUNTY OF ADA
ON THIS IST OF JULY 2004, BEFORE ME, ME UNDERSIGNED, A NOTARY
PUBLIC PERSONALLY APPEARED ,JOHN R. EBBINGHAUS, SR.,, KNO)ANi TO ME OR:
PROVEN TO ME, ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE
PERS0N(S) Wt1OSE NAMES IS)ARE SUB,CRfBED TO THE LVITHIN, rNSTRUME`31
AND ACKNOWLEDGEDTO ME TFIAT HE EXECUTED THE SANTE.
"I",
A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36,
TOWNSHIP 4 NORTH, RANGE 1 WEST; BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST COR lER OF SECTION 36, TOWNSHIP 4 NORTH, RANGY 1 WEST,
BOISE MERIDIANi ADA COUNTY,.IDAHO;THENCE
SOUTH 89°41' EAST ALONG THE SECTION LINE 977.11 FEET TO A PLANT; THENCE
SOUTH 11 °26' WEST 437.82 FEET TO ASTEEL PIN; THENCE
NORTH 89041`WEST 990.32 FEET TO A POINT ON THE SECTION LINE; THENCE
NORTH ALONG THE SAID SECTION LINE 429.62 FEETTO THE POINT OF BEGINNING.
EXCEPT A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION! 36,
TOWNSHIP 4 NORTH, RANGE 1 WEST; BOISE MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST;
BOISE MERIDIAN, ADA COUNTY, IDAHO; THENCE
SOUTH 89°41' EAST 812.11 FEET ALONG THE SECTION LINE TO THE POINT OF BEGINNING; THENCE
CONTINUING
SOUTH 89°41' EAST 166 FEET; THENCE
SOUTH 11°26' WEST 437.82 FEET TOA STEEL PIN; THENCE
NORTH 89°41' WEST 78,21 FEET TO A POINT; THENCE
NORTH 429.62 FEET TO THE PLACE OF BEGINNING,
y y i,
{516320733.�'FC11An92n'72"�?22F
RGCORDING REQUESTED Bl' AND
WHEN RECORDED MNL TO:
.._ THOMAS M. BEVAN. JR.
4202.MARcLrrrE
BOISE, ID 83704
(SPACE'ABOvE LME FOR RECORDER=s USE)
QUIT ClAm DEED
THIS DEED, made by DTE Foye, LLC; by and through its managing member, Tour 13evarn, GRANTOR, of
Ada County, State of Idaho, forthe purpose of transferring ownership of the below described real property into a
Ilortwowners' Association, and with other good and valuable consideration, the receipt of which is Hereby
acknowledged, do hereby grant, bargain; sell, quit claim; and convey unto TS Development, LLC; GRANTEE,
the following real property. -
This deed is expressly subject to any and all taxes, dues, and assessments, including irrigation charges and
assessments, levied and assessed against said premises from and after the date of the Grarree's acquisition of the
subject property.
SAID PEAL PROPERTY also -mor e -readily know n or referred to as: 4650 N. Lindor Road, .Ada County; State
of Idaho, with all, improvements thereon; an area of app oximstely five -(5) acres, more or less.
THEREFORE, for valuable consideration received, Grantor hereby quitclaims, transfers, and conveys to
Grantee its entire, undivided interest in the above described real property hi Ada County, Idaho.
IN WITNESS 'v HEREOF", Grantorhas-hereunto subscribed :their name to this instrument this
of. cm _ — 2005.
DTE
13v T6N BEVA' ITS'`?VLkNAGING MIEMsER
STATE OF IDAHO
ss.
COUNTY OF ADA l
On this19day of �L <, 2005, before me, the undersigned Notary Public in and for said
State, personally appeared Torre Bevan, represented to me as the duly authorized representative for DTE Pour,
LLC, as Grantor, known or Identified to me to be the person who executed said within instrument, and
acknowledged to me that said person executed the sante,
1 7 wiTNl tV'HFY 14,OF, I have hereunto set_my-hn d yd' xed ii cial seal the -day and year in
i
this Certificate fiirsr
�Rz T,� 4 U'/BLIC, State of Idaho
idu, s'r%9� hl Idaho
CrFSR b Commission expires;
1P%
aAA gems
_....._
QUIT CLAIM DEED- PAGE i
Annual Report for W 31643
Page I of I
NoW 31643
Ou r4clr' Rd (1
2. ReoNtared Aupilt and, Address
Return to;_
K FEVAN
SECRETARY OF STATE
4202N_TFL
700 WE3TJEFFEfWNBOISE
TS DEVELOPMENT; L.L.C.
IL, 63704
P0 BOX 83720
THOMAS M BEVAN
BOISE, ID 83720-0080
4202 N MARCLIFFt
BOISE AD 83704
3.New Rcgtstered Agent S(gnatme:*
NO fzXLYN,FEE Is
USA
Hlm(ckl I abiky CWMPI[IiES: Ft0LecNan ,c5 avic,'Addicses of at least one, Merriberar Manager.
Office 1 tid Nam.'.. ....,_,.. „ Sheet or PO Address
city state Country
Postal
mrt,nFit TRONAS m sE, lif 4830 CHEVELLE DR.
BILLINGS MT USA
59105
MEMBER MARY �R MURPHY 605 F. 18TH IST,
BURLEY ID USA
83318
MEMBER THOMAS I,) BEVAN JR 4202 N MARCLIFFE
BOISE ID USA
$3704
MEMBER SUSAN K BEVAN 4202 N MAKCLJFFE
BOISE ID USA
83704
S. Organized Under the Laws of., G. AnnuatRepad: must be signed.'
AD Signature: Thomas Revarr oara; 05/1512013
31643 Name (type or print): Thomas Bevan Tine. Member
Processed 05115/2013 Electronically provided signatures are accepted as wginal zianatures,
hitp-Ilivwwsos.iciafiogovlsmletITratisforiiiNiA,ILDoe't' L—%5020130515%51,'3a1LPO.., M23/2013
AM, DAVIT OF LEGAL INTEREST
STA TE OF IDAHO
COUNTY OF ADA
tie- 6L-yef7�
{narnej_ ;address)
(city) (strua)
being first duly sworn. upon, oath, deposc.and: say:..
d. 'fhat t ant tharecotd owner; of the property described on the attached, andl grant my
petmissionto!
i
Y Ap
p 5i
-to'submit the-xe�^c�xr,�wrying applicadon(s) pertaining res thatpeoperty.
2. I agree to indemnify, defend and hold the Cat" of MCAdian acid its employees harmless
from any clairn or liability -resulang.From any dispute as to the statements contained
herein or as to the ownership of the property which is the subjectofthe appIicaiion,
3, 1 hereby g ant permission to City of Meridian staff to enter the subject property for [he'
purpose of site inspections related to:prczrescirg s id'.r{rlilication(s),.
Dated this --_r 5?- day
2Q / a
S UESCM BED AND SWORN to before me the day .and year first above written.
v --t--
, (Notary Public/ of Idaho}
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Community Development
Parcel Verification
Date: 8/13/13
Meridian City Hall, Suite 102
33 E. Broadway Avenue
Meridian, Idaho 83642
208.887.2211
The parcel inr`orsnation below has been researched and verified as correct by the City of Meridian
Community Development Department,
Project Name:
Parcel Numbers
T/R/S
Zip Code
Property Owner:
McLinder Subdivision
CTI 1111i1Ti?LCZ
(7.110 ,teres)
(4.653 Acres)
TS Development, LLC
4202 N. Marciiffe
Boise, ID 83704
Address Verification Rev: 04/23/12
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Consulting, Soil Evaluations & Data Collection
October 29, 2013
Lance Warnick, P.E.
Aspen Engineers
2422 12th Ave. Road
Suite 323
Nampa, ID 83686
RE: Final groundwater monitor report on Sawtooth Village site
HAELEYR NOE
Phone: 208.850.4926
Fax: 208.939-8602
Collection of groundwater readings has been completed on the Sawtooth Village site located at
the southeast corner of McMillan Road and Linder Road. A table is attached showing all the
observed readings. Also included is a map showing all test hole locations.
Peak groundwater levels were measured at the August 201h and September 3rd site visits. I
have prepared the following table to express the maximum levels as groundwater elevations.
Hole
Number
peak depth
below ground
level (in
inches)
peak depth
below
ground level
in feet)
Ground
elevation
(in feet from
topog map)
Groundwater
elevation
(in feet)
1-13
113
9.4
2573.8
2564.4
2-13
107
8.9
2575.1
2566.2
4-13
105
8.8
2574.0
2565.2
6-13
99
8.3
2573.6
2565.3
7-13
102
8.5
2575.4
2566.9
This has been a quite normal year for groundwater levels and these readings should represent
normal conditions for this site. These should be suitable values to utilize in planning and
design for this property.
Please contact me if you have any questions or additional needs on this site.
transmitted via e-mail
HARLEY R. NOE
Professional Soil Scientist
cc w/ attachments: Tom Bevan, TS Development, LLC, 4202 N. Marcliffe Ave.,
Boise, ID 83704
5740 N. Arpmmoox Ini, BOISE, ID11I70 83713
Consultinq, Soil Evaluations & Data Collection
May 2o, 2013
Lance Warnick, P.E.
Aspen Engineers
2422 1211, Ave. Road
Suite 323
Nampa, ID 83686
21 C
- ---- ---- MARKEJORNSON
Phone: 208.869.9099
Fa : 208.887.1212
RE: Test hole evahaations on Sawtooth Village site
HARLEYR. NOR
Phone: 208.850.4926
Fax; 208.939-8602
On Friday May 1001 I observed seven test holes on an approximately 12 acre
parcel at the southeast corner of the McMillan Road and Linder Road
intersection. Copies of the detailed soil profile descriptions are attached along
with a map showing the GPS locations of the test pits.
The excavations were taken to depths ranging from 12 to 14.5 feet below ground
level. Soil profiles were quite uniform across the parcel. There is typically a silt
loam surface 8 to 13 inches thick over a heavier silty clay loam layer with 30 to
35 percent clay that extends to depths of 24 to 30 inches. The next layer is a
moderately dense loam or silt loam layer generally 10 to 20 inches thick. A
moderately to strongly cemented hardpan extends to a depth of 60 to 84 inches
over dense gravelly loamy sand. Sand, gravel and cobbles are present beneath
the soil starting at a depth ranging from 115 to 135 inches.
Free water was observed in all test pits but 5-13 at the time of excavation. PVC
pipes were placed in test holes 1, 2, 4, 6 and 7 prior to backfilling to allow for
monitoring of groundwater levels. I collected readings in the pipes two days
later on May 12. This allowed adequate time for water levels to stabilize. The
measurements are reflected in the table below along with ground elevations and
groundwater elevations on that date.
The readings do not indicate that the levels at test holes 1 and 2 are significantly
higher than any other location. I would conclude that the irrigation lateral along
the north side of the property is not contributing excessive amounts of
subsurface water to the site.
5740 N. APPLEBROOE Wlr BOISE, IDAHO 83713
Sawtooth Village soils - page 2
This data does indicate that the groundwater elevation is about one foot higher
on the east end of the property than on the west end. Total variation from low to
high is only 2.3 feet with a nominal groundwater elevation of 2561.6.
Based on current levels and the soil profiles, I would not expect groundwater
levels to rise above a depth of 10 foot below ground level. This would equate to a
groundwater elevation of 2366.9. This assumption is based on the single set of
readings on May 121h. Monitoring through the irrigation season would provide
actual peaks and define trends.
Textures in the 16 to 30 inch portion of the soil profiles are generally silty clay
loams and silt loams having clay contents of 25 to 35 percent This texture/clay
combination typically has low R -values. I would expect 200psi test values to be
less than 15 and possibly less than 10.
The silt loams and silty clay loams in the upper profile will have Unified
classifications of ML, CL or CL -ML. Using the International Building Code table,
the allowable bearing strengths would be 1,500 pounds per square foot
Based on the observed soil profiles, I see no apparent major soil -related concerns
on this site. Although there were hardpans and moderately dense layers present,
they created no significant difficulty in excavation. Please contact me if you have
any questions or additional needs on this site.
transmitted via e-mail
HARLEY R. NOE
Professional Soil Scientist
cc w/ attachments: Tom Bevan, TS Development, LLC, 4202 N. Marcliffe Ave.,
Boise, ID 83704
May 12 depth
Ma 1a de tii
Ground
Groundwater
Hole
belowground
belowground
elevation
elevation
Number
level (in
level (in feet)
(In feet from
(in feet)
inches)
topog)
1-13
159
13.3
2373.8
2360.5
2-13
150
12.5
2575.1
2562.6
4-13
153
12.8
2574.0
2561.2
6-13
141
11.8
2573.6
2561.8
7-13
151
12.6
2575.4
2562.8
This data does indicate that the groundwater elevation is about one foot higher
on the east end of the property than on the west end. Total variation from low to
high is only 2.3 feet with a nominal groundwater elevation of 2561.6.
Based on current levels and the soil profiles, I would not expect groundwater
levels to rise above a depth of 10 foot below ground level. This would equate to a
groundwater elevation of 2366.9. This assumption is based on the single set of
readings on May 121h. Monitoring through the irrigation season would provide
actual peaks and define trends.
Textures in the 16 to 30 inch portion of the soil profiles are generally silty clay
loams and silt loams having clay contents of 25 to 35 percent This texture/clay
combination typically has low R -values. I would expect 200psi test values to be
less than 15 and possibly less than 10.
The silt loams and silty clay loams in the upper profile will have Unified
classifications of ML, CL or CL -ML. Using the International Building Code table,
the allowable bearing strengths would be 1,500 pounds per square foot
Based on the observed soil profiles, I see no apparent major soil -related concerns
on this site. Although there were hardpans and moderately dense layers present,
they created no significant difficulty in excavation. Please contact me if you have
any questions or additional needs on this site.
transmitted via e-mail
HARLEY R. NOE
Professional Soil Scientist
cc w/ attachments: Tom Bevan, TS Development, LLC, 4202 N. Marcliffe Ave.,
Boise, ID 83704
Natural o r Storm Drain Test Hole Description &
Solutions, LLC Evaluation
Date Of Evaluation: 5/8/2013 Evaluated by: Harley Noe, Professional Soil Scientist
Requested By: TS Development, LLC (Tom Bevan)
Address: 4202 N. Marcliffe Ave. Phone: 323-7873
City: Boise State: ID Zip: 83704
Legal Desc: NW 1/4 of NW 1/4 Section 36, Township 4 North, Range 1 West, Boise Meridian, Ada County, ID
General Desc: At the southeast comer of the McMillan & Linder intersection
Depth
10YR 3/2
silt loam
18 to 20
common very fine &
fine; few medium
none
Est.
friable moist
13 to 27
Color
Texture
Clay %
Roots
Mottles
Permeability
Comments
(inches)
7.5YR 4/6
loam
12 to 13
fewvery fine & fine
none
(inmr)
moderately dense in place, friable
moist
Hole Number & Location: 1-13
0 to 13
10YR 3/2
silt loam
18 to 20
common very fine &
fine; few medium
none
1 to 2
friable moist
13 to 27
10YR 414
sllty clay loam
33 to 35
few very fine & fine
none
0.06 to 0.2
firm moist
27 to 37
7.5YR 4/6
loam
12 to 13
fewvery fine & fine
none
2 to 3
moderately dense in place, friable
moist
3710 74
10YR 4/4 &
813
weakly cemented
pan and soil
-
none
none
0.5 to 1
about 30% soil mixed with hardpan;
can not be textured
74 to 124
7.5YR 4/4
very gravelly loamy
sand
5 to 8
none
none
6 to 12
5 to 10 percent cobbles
124 to 160+
grayish
variegated
very gravelly sand
o
none
none readable
12 to 15+
150/. cobbles; nearly loose in place;
saturated below 160 inches
70 to 97
10YR 4/4 loam
8 to 10
none none
0.5 to 1
dense in place
very gravelly loamy
General Notes: Slope < 17. Pan digs with little difficulty. Dense but highly fractured and discontinuous.
Free water in bottom of pit at 160 inches after 1 hour.
Hole Number & Location: 2-13
General Notes: Slope less than 1 percent. Hardpan layer is dense with minimal cementation. No cobbles
in the 97 inch layer. Free water in pit at 170 Inches after 1 hour.
common very fine &
0 to 8
7.5YR 3/4 silt loam
24 to 26
fine; few medium none
0.5 to 1
friable moist
very firm moist; hard dry; strong
8 to 24
10YR 3/4 silty clay loam
34 to 35
few veryfne & fine none
0.06 to 0.2
angular blocky structure
24 to 37
7.5YR 4/4 loam
10 to 12
few very fine & fine none
1 to 2
very friable moist
hardpan and soil
dense in place; weakly cemented; 30%
37 to 70
10YR 416 mix
-
none none
0.5 to 1
soil; can not be textured
very gravelly sandy
70 to 97
10YR 4/4 loam
8 to 10
none none
0.5 to 1
dense in place
very gravelly loamy
97 to 124
10YR 4/4 sand
5 to 7
none none
2 to 4
moderately dense in upper part
grayish
dominated by medium sands; 10%
124 to 175+
variegated very gravelly sand
3 to 5
none none readable
12 to 15+
cobbles; ready loose in place
General Notes: Slope less than 1 percent. Hardpan layer is dense with minimal cementation. No cobbles
in the 97 inch layer. Free water in pit at 170 Inches after 1 hour.
Soludons�, LL
Date Of Evaluation: 5/8/2013
Storm Drain Test Hole Description &
Evaluation
+�iTiTiRTFfMi TIMM i
Project: Sawtooth Village
Depth
Color
Texture
Clay %
Roots
Mottles
Est Perm.
Comments
(inches)
10YR 313
silt loam
22 to 24
fine; few medium
none
(in/hr)
very friable moist
Hole Number & Location: 3-13
General Notes: Slope less than 1 percent. Free water in bottom of pit at 155 inches after 1 hour.
Hole Number & Location: 4-13
common very fine &
Ole 12
10YR 313
silt loam
22 to 24
fine; few medium
none
0.5 to 1
very friable moist
16 to 30
7,5YR 3/3
silty clay loam
32 to 34
few very fine & fine
none
0.06 to 0.2
firm moist; strong angular blocky
12 to 20
10YR 314
silty clay loam
34 to 35
few very fine & fine
none
0.08 to 0.2
structure
20 to 28
10YR 413
loam to silt loam
18 to 20
few very fine & fine
none
1 to 2
very friable moist
46 to 84
10YR 314 &
weakly cemented
-
few very fine & fine in
none
0.5 to 1
20% soil in lenses; upper foot strongly
28 to 58
8/3
hardpan & soil
-
upper 6 inches
none
0.5 to 1
cemented; very dense
93
7.5YR 4/4
sandy loam to loam
12 to 14
none
none
0.5 to 1
dense in place
very gravelly loamy
dense in place; not cemented; no
r93t.o307.5YR
416
sand
5 to 8
none
none
4 to 6
cobbles
grayish
extremely gravelly
loose in place; 10% cobbles; mostly
55+
variegated
sand
<3
none
none readable
15 to 18+
mostly medium sand; nearly loose
General Notes: Slope less than 1 percent. Free water in bottom of pit at 155 inches after 1 hour.
Hole Number & Location: 4-13
General Notes: Slope less than 1 percent. Free water in pit at 155 Inches after 1 hour.
common very Me,
0 to 16
10YR 3/3
silt loam
20 to 22
fine & medium
none
0.5 to 1
very friable moist
16 to 30
7,5YR 3/3
silty clay loam
32 to 34
few very fine & fine
none
0.06 to 0.2
firm moist
30 to 46
10YR 414
silt loam
18 to 20
few very fine & fine
none
1 to 2
friable moist
10YR 4/6 &
weakly cemented
30% soil in lenses; dense in place; pan
46 to 84
813
hardpan and soil
-
none
none
0.5 to 1
pad is fractured
moderately dense in place; friable
84 to 121
10YR 4/6
sandy loam to loam
10 to 12
none
none
1 to 2
moist
very gravelly loamy
121 to 135
10YR 414
sand
5 to 7
none
none
4 to 6
5% cobbles
grayish
extremely gravelly
loose in place; 10% cobbles; mostly
135 to 160+ variegated
sand
<3
none
none readable
15 to 18+
medium sands
General Notes: Slope less than 1 percent. Free water in pit at 155 Inches after 1 hour.
Natural Resource Storm Drain Test Hole Description &
Solutions, LLC Evaluation
Continuation Sheet
Date Of Evaluation: 5/8/2013 Project: Sawtooth Village
Depth
Color
Texture
Clay%
Roots
Mottles
Est. Perm.
Comments
(inches)
fine; few medium
none
0.5 to 1 friable moist
few medium
none
(in/hr)
few very fine, One &
Hole Number & Location: 5-13
General Notes: Slope less than 1 percent. No cobbles in the 58 inch layer. No free water in pit to bottom
of excavation.
Hole Number & Location: 6-13
common very One &
manyvary fine 7 fine;
0 to 9
10YR 313
sift loam 20 to 22
fine; few medium
none
0.5 to 1 friable moist
few medium
none
0.5 to 1
few very fine, One &
9 to 21
10YR 3/4
silty clay loam 34 to 35
medium
none
0.06 to 0.2 very firm moist
11 to 26
10YR 414
silt loam
few very fine, fine &
fine
very friable mist; some very One
21 to 28
10YR 5/4
silt loam to loam 12 to 14
medium
none
1 to 2 sands present
10YR 4/4 &
few very One, fine 8
26 to 45
30% loam soil w/ 12% clay; dense in
28 to 41
8/3
hardpan & soil mix -
medium
none
0.5 to 1 place
10YR 813 8
hardpan and soil
few very fine, fine &
friable moist; moderately dense in
41 to 58
7.5YR 3/4
loam 12 to 14
medium
none
0.5 to 1 place
none
none
very gravelly loamy
few very fine, fine &
58 to 115
7.5YR 4/6
sand 10 to 12
medium to 86'
none
6 to 12 no cobbles
97 to 128
grayish
extremely gravelly
5 to 8
none
nearly loose in place; 5% cobbles;
115 to 145+
vadegated
sand <3
none
none readable 1
15 to 18+ mostly medium sands
General Notes: Slope less than 1 percent. No cobbles in the 58 inch layer. No free water in pit to bottom
of excavation.
Hole Number & Location: 6-13
General Notes: Slope less than 1 percent. Free water in pit at 145 inches.
manyvary fine 7 fine;
0 to 11
10YR 313
silt loam
22 to 24
few medium
none
0.5 to 1
very friable moist
common very fine &
11 to 26
10YR 414
silt loam
26 to 27
fine
none
0.5 to 1
friable moist
thin Intermittent weak pan lenses
26 to 45
10YR 5/4
loam
10 to 12
few very fine & fine
none
0.5 to 1
throughout; moderately dense
10YR 813 8
hardpan and soil
30% loam soil w/ 12 to 14% clay; pan
45 to 97
4/4
mix
none
none
0.210 0.6
is moderately to strongly cemented
very gravelly loamy
97 to 128
7.5YR 416
sand
5 to 8
none
none
0.5 to 1
no cobbles; dense in place
grayish
50/6 cobbles; nearly loose in place;
128 to 150+
variegated
very gravelly sand
<3
none
none readable
12 to 15+
mostly medium sands
General Notes: Slope less than 1 percent. Free water in pit at 145 inches.
VW",og r'aI OR 0 S0Ure"a Storni Drain Test Hole Description &
Solutions, UC Evaluation
Date Of Evaluation: 5/9/2013 Project: Sawtooth Village
Depth
Color
Texture
Clay %
Roots
Mottles
Est. Perm.
Comments
(inches)
fine; few medium none
0.5 to 1
friable to firth moist
(in/hr)
common very fine &
Hole Number & Location: 7-13
General Notes: Slope less than 1 % slope. Free water in pit at 155 inches after I hour.
common very fine &
0 to 10 10YR 3/2
silt loam
24 to 26
fine; few medium none
0.5 to 1
friable to firth moist
common very fine &
firm moist; moderate angular blocky
10 to 35 10YR 3/4
silty clay loam
34 to 35
fine none
0.06 to 0.2
structure
common very fine &
35 to 70 10YR 5/3
loam
10 to 12
fine none
1 to 2
very friable moist
10YR 8/3 to
hardpan and soil
50% weak hardpan, highly fractured;
70 to 90 4/6
mix
-
none none
0.2 to 0.6
loam soil w/ 10-12% clay
very gravelly loamy
10% cobbles; moderately dense in
90 to 118 10YR 4/4
sand
5 to 8
none none
3 to 4
place
grayish
15 to 20°b cobbles; mostly medium
118 to 162+ variegated
very gravelly sand
<3
none none readable
12 to 15+
sands; nearly loose in place
General Notes: Slope less than 1 % slope. Free water in pit at 155 inches after I hour.
Map check
BNDRY
operator CP
Date 3-7-2014
14020-BNDRY
3/7/2014 07:32
Project 14020
Time
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
228
722786.55
2450230.91
228-234
S
00°16'26"
w
203.14
234
722583.42
2450229.94
234-235
S
89°24'33"
E
78.21
235
722582.61
2450308.14
235-236
S
11°42'27"
W
79.20
236
722505.06
2450292.07
236-259
5
26°02'45"
W
198.42
259
722326.79
2450204.95
259-260
N
89°26'18"
W
750.00
260
722334.14
2449454.98
260-261
N
00°14'42"
E
36.60
261
722370.74
2449455.14
261-262
5
44°52'56"
E
28.22
262
722350.74
2449475.06
262-200
N
89°59'26"
E
163.10
200
722350.77
2449638.16
200-215
N
00°33142"
E
441.58
215
722792.32
2449642.49
215-228
5
89°26118"
E
588.45
228
722786.55
2450230.91
closure
error distance>
0.00000000 Error
Bearing>
N 90°00'00" E
Closure
Precision> 1
in
2566918955009.79
Total Distance Traversed>
283563 S.F.%%p
6.51Ac.%%P
Page 1
DESCRIPTION
2566.92
Map Check
LOT 1 BLK 1
Operator CP
Date 3-7-2014
LOT 1 BLK 1
3/7/2014 07:33
Project 14020
Time
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
200
722350.77
2449638.16
200-201
N
00°33'42"
E
89.08
201
722439.84
2449639.03
201-202
S
89°26'18"
E
111.50
202
722438.75
2449750.52
202-203
S
00°33'42"
W
107.50
203
722331.25
2449749.47
203-204
N
89°26'18"
W
104.49
204
722332.28
2449644.99
204-205
N
00°14'42"
E
18.49
205
722350.77
2449645.06
205-200
S
89°59'26"
w
6.91
200
722350.77
2449638.16
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision>
1
in
437967275286.73
Total Distance Traversed>
11858 S.F.%%p
0.27AC.%%P
Page 1
DESCRIPTION
437.97
Map check
LOT 2 BLK 1
Operator CP
Date 3-7-2014
LOT 2 BLK 1
Project
Time
3/7/2014 07:34
14020
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
201
722439.84
2449639.03
201-206
N 00°33'42"
E
97.50
206
722537.33
2449639.99
206-207
S 89°26'18"
E
111.50
207
722536.24
2449751.48
207-202
s 00°33'42"
w
97.50
202
722438.75
2449750.52
202-201
N 89°26'18"
w
111.50
201
722439.84
2449639.03
closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision> 1
in
418000000001.31
Total Distance Traversed>
10871 S.F.%%p
0.25AC.%%P
Page 1
DESCRIPTION
418.00
Map Check
LOT 3 BLK 1
Operator CP
Date 3-7-2014
LOT 3 BLK 1
3/7/2014 07:35
Project 14020
Time
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
206
722537.33
2449639.99
206-208
N
00°33'42"
E
80.00
208
722617.33
2449640.77
208-209
S
89°26'18"
E
135.00
209
722616.01
2449775.76
209-210
s
00°33'42"
w
63.00
210
722553.01
2449775.15
210-211
N
89°26'18"
w
23.50
211
722553.24
2449751.65
211-207
s
00°33'42"
w
17.00
207
722536.24
2449751.48
207-206
N
89°26'18"
w
111.50
206
722537.33
2449639.99
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
closure
Precision> 1
in
430000000002.73
Total Distance Traversed>
10401 S.F.%%p
0.24AC.%%P
Page 1
DESCRIPTION
430.00
Map check
LOT 4 BLK 1
Operator CP
Date 3-7-2014
LOT 4 BLK 1
Project
rime
3/7/2014 07:36
14020
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
208
722617.33
2449640.77
208-212
N 00'33142"
E
80.00
212
722697.33
2449641.55
212-213
s 89°26'18"
E
102.00
213
722696.33
2449743.55
213-214
s 29°56'55"
E
65.00
214
722640.01
2449776.00
214-209
s 00°33142"
W
24.00
209
722616.01
2449775.76
209-208
N 89°26'18"
W
135.00
208
722617.33
2449640.77
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
closure
Precision> 1
in
406000000002.46
Total Distance Traversed>
9876 S.F.%%p
0.23AC.%%P
Page 1
DESCRIPTION
Map Check
LOT 5 BLK 1
Operator CP
Date 3-7-2014
LOT 5 BLK 1
Project
Time
3/7/2014 07:36
14020
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
212
722697.33
2449641.55
212-215
N 00°33'42"
E
95.00
215
722792.32
2449642.49
215-216
S 89°26'18"
E
102.00
216
722791.32
2449744.48
216-213
S 00°33'42"
w
95.00
213
722696.33
2449743.55
213-212
N 89°26'18"
w
102.00
212
722697.33
2449641.55
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision> 1
in
393999999997.84
Total Distance Traversed>
9690 S.F.%%p
0.22AC.%%P
Page 1
DESCRIPTION
394.00
Map Check
LOT 6 BLK 1
operator CP
Date 3-7-2014
LOT 6 BLK 1
Project
rime
3/7/2014 07:38
14020
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
216
722791.32
2449744.48
216-217
S 89°26 18
E
70.00
217
722790.64
2449814.48
217-218
S 00°33'42"
W
151.00
218
722639.64
2449813.00
218-214
N 89°26'18"
w
37.00
214
722640.01
2449776.00
214-213
N 29°56'55"
w
65.00
213
722696.33
2449743.55
213-216
N 00°33'42"
E
95.00
216
722791.32
2449744.48
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision> 1
in
417999999987.22
Total Distance Traversed>
9646 S.F.%%p
0.22AC.%%P
Page 1
DESCRIPTION
418.00
Map check
LOT 7 BLK 1
Operator CP
Date 3-7-2014
LOT 7 BLK 1
Project
Time
3/7/2014 07:39
14020
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
217
722790.64
2449814.48
217-219
5 89°26'18"
E
70.00
219
722789.95
2449884.47
219-220
5 00°33'42"
w
151.00
220
722638.96
2449882.99
220-218
N 89°26'18"
w
70.00
218
722639.64
2449813.00
218-217
N 00°33'42"
E
151.00
217
722790.64
2449814.48
closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision> 1
in
441999999987.15
Total Distance Traversed>
10570 S.F.%%p
0.24AC.%%P
Page 1
DESCRIPTION
442.00
Map Check
LOT 8 BLI< 1
Operator CP
Date 3-7-2014
LOT 8 BLK 1
3/7/2014 07:39
Project 14020
Time
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
219
722789.95
2449884.47
219-221
s 89°26'18"
E
70.00
221
722789.26
2449954.47
221-222
s 00°33'42"
w
151.00
222
722638.27
2449952.99
222-220
N 89°26'18"
W
70.00
220
722638.96
2449882.99
220-219
N 00°33'42"
E
151.00
219
722789.95
2449884.47
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision> 1
in
441999999987.38
Total Distance Traversed>
10570 S.F.%%p
0.24AC.%%P
Page 1
DESCRIPTION
442.00
Map Check
LOT 9 BLK 1
operator CP
Date 3-7-2014
LOT 9 BLK 1
Project
Time
3/7/2014 07:40
14020
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING
221
722789.26
2449954.47
221-223
s 89°26'18"
E
87.50
223
722788.41
2450041.97
223-224
S 00°33'42"
W
151.00
224
722637.41
2450040.49
224-222
N 89°26'18"
W
87.50
222
722638.27
2449952.99
222-221
N 00°33'42"
E
151.00
221
722789.26
2449954.47
Closure
error distance>
0.00000000 Error Bearing>
N 90°00'00" E
Closure
Precision> 1
in
476999999986.82
Total Distance Traversed>
13212 S.F.%%p
0.30AC.%%P
Page 1
DESCRIPTION
477.00
Map Check
LOT 10 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
223-226 S 89°26'18" E
226-227 S 00°33142" w
227-224 S 57°56133" W
224-223 N 00°33142" E
closure error distance>
Closure Precision> 1 in
10762 S.F.%%p
0.25AC.%%P
LOT 10 BLK 1
Project
Time
3/7/2014 08:17
14020
DISTANCE
PT#
NORTHING
EASTING
223
722788.41
2450041.97
87.50
226
722787.55
2450129.46
95.00
227
722692.55
2450128.53
103.89
224
722637.41
2450040.49
151.00
223
722788.41
2450041.97
0.00000000 Error Bearing>
N 90°00'00" E
437385754546.29
Total Distance Traversed>
Page 1
DESCRIPTION
437.39
Map Check
LOT 11 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
226-228 s 89°26118" E
228-229 s 00°16126" w
229-227 N 89°26118" W
227-226 N 00°33142" E
Closure error distance>
Closure Precision> 1 in
9661 S.F.%%p
0.22AC.%%P
LOT 11 BLK 1
Project
Time
3/7/2014 07;42
14020
DISTANCE
PT#
NORTHING
EASTING
226
722787.55
2450129.46
101.45
228
722786.55
2450230.91
95.00
229
722691.55
2450230.45
101.93
227
722692.55
2450128.53
95.00
226
722787.55
2450129.46
0.00000000 Error Bearing>
N 90°00'00" E
393380418754.10
Total Distance Traversed>
Page 1
DESCRIPTION
393.38
Map Check
LOT 12 BLK 1
operator CP
Date 3-7-2014
COURSE BEARING
227-229 s 89°26'18" E
229-230 S 00°16'26" w
230-231 N 89°26118" w
231-224 N 74°01129" w
224-227 N 57°56133" E
Closure error distance>
closure Precision> 1 in
10467 S.F.%%p
0.24AC.%%P
LOT 12 BLK 1
Project
Time
3/7/2014 07:43
14020
DISTANCE
PT#
NORTHING
EASTING
227
722692.55
2450128.53
101.93
229
722691.55
2450230.45
70.00
230
722621.55
2450230.12
139.00
231
722622.92
2450091.13
52.67
224
722637.41
2450040.49
103.89
227
722692.55
2450128.53
0.00000000 Error Bearing>
N 90°00'00" E
467489165134.90
Total Distance Traversed>
Page 1
DESCRIPTION
467.49
Map Check
LOT 13 BLK 1
operator CP
Date 3-7-2014
COURSE BEARING
230-234 s 00°16126" w
234-232 5 00°33142" w
232-233 N 89°26'18" W
233-231 N 00°33'42" E
231-230 5 89°26'18" E
closure error distance>
Closure Precision> 1 in
9740 S.F.%%p
0.22AC.%%P
LOT 13 BLK 1
Project
Time
3/7/2014 08:20
14020
DISTANCE
PT#
NORTHING
EASTING
230
722621.55
2450230.12
38.14
234
722583.42
2450229.94
31.86
232
722551.56
2450229.62
139.19
233
722552.92
2450090.44
70.00
231
722622.92
2450091.13
139.00
230
722621.55
2450230.12
0.00000000 Error Bearing>
N 90"00'00" E
418192039669.44
Total Distance Traversed>
Page 1
DESCRIPTION
418.19
Page 1
LOT
14 BLK 1
Map Check
3/7/2014 07:46
LOT 14 BLK
1
Operator
CP
Project
14020
Date
3-7-2014
Time
COURSE
BEARING
DISTANCE
PT#
NORTHING
EASTING DESCRIPTION
234
722583.42
2450229.94
234-235
s
89°24'33"
E
78.21
235
722582.61
2450308.14
235-236
5
11°42'27"
W
79.20
236
722505.06
2450292.07
236-237
S
26°02'45"
W
21.18
237
722486.03
2450282.77
237-238
N
89°43'34"
w
30.99
238
722486.18
2450251.79
CURVE
A=251.86
DELTA=64°08'08" T=140.97
EXT=40.51
238-240
5
58°12'22"
W
238.91
240
722360.30
2450048.72
RADIUS POINT
225.00
239
722261.18
2450250.71
240-241
5
26°08'18"
W
35.45
241
722328.47
2450033.10
241-242
N
89°26'18"
w
28.14
242
722328.75
2450004.96
242-243
N
00°33'42"
E
82.00
243
722410.74
2450005.76
243-244
5
89°26'18"
E
19.50
244
722410.55
2450025.26
244-245
N
00°33'42"
E
140.00
245
722550.55
2450026.63
245-246
N
89°26'18"
W
23.50
246
722550.78
2450003.13
246-225
N
00°33'42"
E
87.00
225
722637.77
2450003.99
225-224
s
89°26'18"
E
36.50
224
722637.41
2450040.49
224-231
5
74°01'29"
E
52.67
231
722622.92
2450091.13
231-233
5
00°33'42"
W
70.00
233
722552.92
2450090.44
233-232
s
89°26'18"
E
139.19
232
722551.56
2450229.62
232-234
N
00°33'42"
E
31.86
234
722583.42
2450229.94
Closure
error distance>
0.00000000 Error
Bearing>
N 90°00'00" E
ClosurePrecision>
1
in
1207262280175.67
Total Distance Traversed> 1207.26
39405 5.F.%%p
0.90AC.%%P
Page 1
Map Check
LOT 15 BLK 1
operator CP
Date 3-7-2014
COURSE BEARING
225-246 S 00°33'42" W
246-247 N 89°26118" W
247-254 N 00°33'42" E
254-225 S 89°26'18" E
Closure error distance>
Closure Precision> 1 in
9918 S.F.%%p
0.23AC.%%P
LOT 15 BLK 1
3/7/2014 07:47
Project 14020
Time
DISTANCE
PT#
NORTHING
EASTING
225
722637.77
2450003.99
87.00
246
722550.78
2450003.13
114.00
247
722551.89
2449889.14
87.00
254
722638.89
2449889.99
114.00
225
722637.77
2450003.99
0.00000000 Error Bearing>
N 90°00'00" E
401999999999.30
Total Distance Traversed>
Page 1
DESCRIPTION
402.00
Map Check
LOT 16 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
247-245 S 89"26118" E
245-249 S 00°33'42" W
249-248 N 89°26118" W
248-247 N 00°33'42" E
Closure error distance>
Closure Precision> 1 in
9625 S.F.%%p
0.22AC.%%P
LOT 16 BLK 1
3/7/2014 07:48
Project 14020
Time
DISTANCE
PT#
NORTHING
EASTING
247
722551.89
2449889.14
137.50
245
722550.55
2450026.63
70.00
249
722480.55
2450025.95
137.50
248
722481.90
2449888.45
70.00
247
722551.89
2449889.14
0.00000000 Error Bearing>
N 90"00'00" E
415000000000.51
Total Distance Traversed>
Page 1
DESCRIPTION
415.00
Map check
LOT 17 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
249-244 S 00°33142" w
244-250 N 89°26118" w
250-248 N 00°33142" E
248-249 s 89°26118" E
closure error distance>
Closure Precision> 1 in
9625 S.F.%%p
0.22AC.%%P
LOT 17 BLK 1
Project
Time
3/7/2014 07:49
14020
DISTANCE
PT#
NORTHING
EASTING
249
722480.55
2450025.95
70.00
244
722410.55
2450025.26
137.50
250
722411.90
2449887.77
70.00
248
722481.90
2449888.45
137.50
249
722480.55
2450025.95
0.00000000 Error Bearing>
N 90°00'00" E
415000000000.29
Total Distance Traversed>
Page 1
DESCRIPTION
415.00
Map Check
LOT 18 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
243-242 s 00°33'42" W
242-251 N 89°26'18" w
251-250 N 00°33142" E
250-243 S 89°26'18" E
closure error distance>
Closure Precision> 1 in
9676 S.F.%%p
0.22AC.%%P
LOT 18 BLK 1
Project
Time
3/7/2014 07:50
14020
DISTANCE
PT#
NORTHING
EASTING
243
722410.74
2450005.76
82.00
242
722328.75
2450004.96
118.00
251
722329.90
2449886.96
82.00
250
722411.90
2449887.77
118.00
243
722410.74
2450005.76
0.00000000 Error Bearing>
N 90°00'00" E
400000000000.06
Total Distance Traversed>
Page 1
DESCRIPTION
400.00
Map check
LOT 19 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
251-203 N 89°26'18" W
203-252 N 00°33'42" E
252-250 s 89026'18" E
250-251 S 00°33'42" w
Closure error distance>
closure Precision> 1 in
11275 S.F.%%p
0.26AC.%%P
LOT 19 BLK 1
Project
Time
3/7/2014 07:50
14020
DISTANCE
PT#
NORTHING
EASTING
251
722329.90
2449886.96
137.50
203
722331.25
2449749.47
82.00
252
722413.25
2449750.27
137.50
250
722411.90
2449887.77
82.00
251
722329.90
2449886.96
0.00000000 Error Bearing>
N 90°00'00" E
438999999999.17
Total Distance Traversed>
Page 1
DESCRIPTION
439.00
Map Check
LOT 20 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
248-250 S 00"33142" W
250-252 N 89°26'18" w
252-253 N 00°33'42" E
253-248 S 89°26118" E
closure error distance>
Closure Precision> 1 in
9625 S.F.%%p
0.22AC.%%P
LO 20 BLK 1
Project
Time
3/7/2014 07:51
14020
DISTANCE
PT#
NORTHING
EASTING
248
722481.90
2449888.45
70.00
250
722411.90
2449887.77
137.50
252
722413.25
2449750.27
70.00
253
722483.24
2449750.96
137.50
248
722481.90
2449888.45
0.00000000 Error Bearing>
N 90°00'00" E
414999999998.31
Total Distance Traversed>
Page 1
DESCRIPTION
415.00
Map Check
LOT 21 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
247-248 s 00°33142" W
248-253 N 89°26'18" W
253-211 N 00°33'42" E
211-247 5 89°26'18" E
Closure error distance>
Closure Precision> 1 in
9625 S.F.%%p
0.22AC.%%P
LOT 21 BLK 1
3/7/2014 07:52
Project 14020
Time
DISTANCE
PT#
NORTHING
EASTING
247
722551.89
2449889.14
70.00
248
722481.90
2449888.45
137.50
253
722483.24
2449750.96
70.00
211
722553.24
2449751.65
137.50
247
722551.89
2449889.14
0.00000000 Error Bearing>
N 90°00'00" E
414999999998.66
Total Distance Traversed>
Page 1
DESCRIPTION
415.00
Map check
LOT 22 BLK 1
Operator CP
Date 3-7-2014
COURSE BEARING
254-247 5 00°33'42" W
247-210 N 89°26'18" W
210-214 N 00°33'42" E
214-254 S 89°26'18" E
closure error distance>
Closure Precision> 1 in
9918 S.F.%%p
0.23AC.%J6P
LOT 22 BLK 1
3/7/2014 07:53
Project 14020
Time
DISTANCE
PT#
NORTHING
EASTING
254
722638.89
2449889.99
87.00
247
722551.89
2449889.14
114.00
210
722553.01
2449775.15
87.00
214
722640.01
2449776.00
114.00
254
722638.89
2449889.99
0.00000000 Error Bearing>
N 90°00'00" E
401999999997.32
Total Distance Traversed>
Page 1
DESCRIPTION
402.00
LOT 1 BLK 2
Map Check 3/7/2014 07:54
LOT 1 BLK 2
Operator CP Project 14020
Date 3-7-2014 Time
COURSE BEARING DISTANCE PT# NORTHING EASTING DESCRIPTION
255 722436.14 2450258.39
255-259 5 26'02'45" w 121.72 259 722326.79 2450204.95
259-258 N 89°26'18" w 116.42 258 722327.93 2450088.53
258-257 N 26°08118" E 11.52 257 722338.27 2450093.61
CURVE A=195.89 DELTA=64°08'08" T=109.64 EXT=31.51
257-256 N 58°12122" E 185.82 256 722436.18 2450251.55
RADIUS POINT 175.00 239 722261.18 2450250.71
256-255 s 89°43'34" E 6.85 255 722436.14 2450258.39
Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E
Closure Precision> 1 in 452399823697.19 Total Distance Traversed> 452.40
10699 S.F.%%p
0.25AC.%%P
Page 1
Hearing Date: April 15, 2014
File No.: FP -14-010
Project Name: McLinder Subdivision
Request: Request for final plat consisting of 21 building lots and 2 common/other lots on 11.8
acres of land in an R-15 zoning district, by TS Development.
Location: The site is located at 4650 N. Linder Road & 1437 W. McMillan Road, in the NW '/4 of
Section 32, Township 4N., Range IW.