HomeMy WebLinkAboutGala Park PFP 03-001 •
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l ~ LEGAL DEPARTMENT
MAYOR ~
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Robert D. Come el~l~!
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PARKS & RECREATION
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CITY COUNCIL MEMBERS ,
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Tammy deWeerd i (208)8 8
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William L. M. Nary y j BUILDBQG DEPARTMENT
Cherie McCandless FCF - (208) 887-2211 • Fax 887-] 297
Keith Bird ~"°~Trsensuae Vr~~ sixse
aoa PLANNING AND ZONING
i (208) 884-5533 • Fax 888-6854
TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS
WITH THE CITY OF MERIDIAN
To insure that your comments and recommendations will be considered by the Meridian Planning
and Zoning Commission, please submit your comments and recommendations to Meridian City Clerk's Office
Attn: Will Berg, City Clerk, by:
2003
Transmittal Date: March 24, 2003 Hearing Date:
File No.: PFP 03-001
Request:
By: Paul
Location of Property or Project:
1620
PreliminarylFinal Plat approval of 2 building lots on 2.46 acres in an L-O zone
for Gala Park
Avenue
David Zaremba, P/Z (No VAR, VAC, FP)
Jeny Centers, P/Z (No VAR, VAC, FP)
Leslie Mathes, P/Z (No VAR, VAC, FP)
Michael Rohm, P/Z (No VAR, VAC, FP)
Keith Borup, P/Z (No VAR, VAC, FP)
Robert Corrie, Mayor
Bill Nary, C/C
Tammy deWeerd, C/C
Keith Bird, C/C
Cherie McCandless, C/C
Water Department
Sewer Department
Sanitary Service (No VAR, VAC, FP)
Building Department
Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
Meridian School District (No FP)
Meridian Post Office (FP/PP only)
Ada County Highway District
Ada County Development Services
Central District Health
Nampa Meridian Irrig. District
Settlers Irrigation District
Idaho Power Co. (FP/PP Dory)
U.S. West (FP/PP oMy)
Intermountain Gas (FP/PP ~~ty)
Bureau of Reclamation (FP/PP ~~ty)
Idaho Transportation Department (No FP)
Ada County (Annexation only)
Ada County Land Records (FP/PP only)
Meridian Development Corporation
Historical Preservation Commission
Your Concise Remarks:
33 EAST IDAHO • MERIDIAN, IDAHO 83642
(208) 888-4433 • Fax (208) 887-4813 City Clerk Office Fax (208) 888-4218 Human Resources Fax (208) 884-8723
• CITY OF MERIDIAN • _
Planning & Zoning Department
660 E. Watertower Ln., Ste. 202, Meridian, ID 83642 ._~~
(208) 884-5533 Phone / (208) 888-6854 Fax _
REQUEST FOR SUBDIVISION APPROVAL
PRELIMINARY/FINAL PLAT
(RE: Meridian Subdivision Ordinance -12-3-3 thru 12-3-?)
(Note: Ordinance 12.3.3.C.l.a-c.: The applicant may reguest that the subdivision application
be processed as both a preliminary and, final plat if all of the following exists: The proposed
subdivision does not exceed four (4) lots; No new street dedication or street widening ds
involved; No major special development considerations are involved such as development in a
fdoodplain, hillside development or the like)
GENERAL INFORMATION
2.
3.
4.
5.
Name of annexationandsubdivision: GALS p~4Rk Sgl3llrV;storJ
Address, general location of site: ~f 1o GisFBRAr~AI A~EAkP
Owner(s) of record: pf rtt ~auf ~ueA Rib IATRics ,QsSrauAtES~ u~•
Phone: fH.751 Nsaos/o Fax: (Has HS 3 - 9q4 i E-mail:
Engineer: 1.A1~C€ WARn11cK Finn:~Qeasuat UAtiEy E+vGintEERSf TNC•
Phoney/s-~3as Fax:y63-y~41 ~ E-mail: eta+l~tree:urr~l~2t~~r.cow~
6. Name and address to receive City billings- Name: Kart.a die
Address 305 ~ Tf~~E'RSrzhj~ S +rrS 1D fca+s~ ~a .zs~la Telephone:fzo8.13ys-r 7/S
PRELIMINARY/FINALPLRT FEATURES
1. Acres: 1.9 (v
2. Number of building lots: 2
3. Number of other lots: ~_
4. Gross density per acre: /.23 (Number of d;uellieegunits per acre of total land to be developed) - am.rC.rCS.mL
5. Net density per acre: /• ~ 3 (Number of dwekingxnits per acre of land excluding roads) ~6cwssrE•¢rigL.
6. Zoning District(s): Existing: [. -D Proposed: L-O
7. If the proposed subdivision is outside the Meridian city limits but within the area of
impact, what is the existing zoning classification? • Al~f~
8. Does the plat border a potential green belt or pathway? t/O
9. Have recreational easements been provided? A7D
10. Are there any proposed recreational or other amenities to the City? N6 Explain
11. Are there proposed dedications of common areas7~Explain
For future parks? N() Explain
Rev. 124/03
12. What school(s) se~s the areal N/ R ~ LoMM£RGflit PRc~Gt Do you propose any
agreements for futu~ school sites7~Explain
13. Type of building (residential, commercial, industrial, office or combination): op~ic~
14. Type of dwelling(s) (single family, duplexes, multiplexes, other): N/ff
15. Proposed development features:
a. Minimum square footage of lot(s): Al ilk
b. Minimum squaze footage of structure(s): N / ~
c. Are garages provided for? iY~ Square footage:
d. Has landscaping been provided for? Describe:
e. Are sprinkler systems provided for?
f. Are any lots intended for multi-family dwellings? ill D Type:
g. Are there special set back requirements? .UO Explain: N oAIE
h. Were protective covenants submitted? IJO Date:
16. Does the proposal land lock other property? oes it create enclaves?
ALRE UY c-
STATEMENTS OF COMPLIANCE
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QUSINESS Pt4R~ Sk~dflarSRG~~
GOVCEJ~ikP7a AA~~; f~~sy`~1~~'~~i/~.
1. Streets, curbs, gutters and sidewalks are to be constructed to standards as required by Ada
County Highway District and Meridian Ordinance. Dimensions will be determined by
the City Engineer. All sidewalks will be five (5) feet in width.
2. Proposed use is in conformance with the City of Meridian Zoning & Subdivision
Ordinance and Comprehensive Plan.
3. Proposed plat is in conformance with acceptable engineering, azchitectural and surveying
practices and local standards.
4. Development will connect to City services.
5. Preliminary Plat and Final Plat include all appropriate easements.
6. Street names do not conflict with City grid system.
7. All items noted on the preliminary/final plat checklist have been completed.
I have read the information contained herein and certify the information is true and correct and
that both the Preliminary Plat and Final Plat are in compliance 'th the above statements.
Si afore pplicant
Rev: 1/24%03
February 13, 2003
City of Meridian
Planning and Zoning Department
660 E. Watertower, Suite 200
Meridian, Idaho 83642
SUBJECT: PROPOSED GALA PARK SUBDIVISION
LOCATED AT THE SOUTHEAST CORNER OF EAST
OVERLAND ROAD AND CELEBRATION
MERHIIAN, ADA COUNTY, IDAHO
Dear Staff and Commissioners:
Thank you for the opportunity to submit this Preliminary/Final Plat Application. This is a
request for approval of a Commercial Subdivision. The subject property is located on the east
side of Celebration Avenue, south of East Overland Road.
The purpose of this request is to split a single commercial lot into two commercial lots on 2.46
acres. The density of the project is 1.23 buildable lots-per acre.
Existing and Surroundins Land Use
The surrounding ground in the west parcel and the entire north parcel are vacant land.
North: To the north is East Overland Road. North of East Overland Road is vacant land.
East: To the east is vacant land.
South: To the south is East Gala Street. South of East Gala Street is vacant land
(Resolution Business Park Subdivision).
West: To the west is South Celebration Avenue. West of South Celebration Avenue is
vacant land (Resolution Business Park Subdivision).
Variances
There are no variances being requested for the proposed development at this time.
Proposed Development Features
The proposed concept for this subdivision is to create two commercial lots. Medical
offices, Treasure Valley Pediatrics, will occupy the westerly lot along Celebration
Avenue. The commercial use for the easterly lot is not known at this time. No new roads
are required since each lot has duect access to the existing streets.
The proposed subdivision will be provided with City Services including water and sewer
which are currently stubbed to the property. Pressure irrigation will also be provided to
each lot and will be maintained by the Nampa-Meridian In•igation District. Police and
fire protection are available at the site.
Impact of Traffic on Adjacent Roadwavs
The proposed development will have little impact on surrounding roadways. ACHD
acted upon the original Resolution Business Park Subdivision which required extensive
street improvements. The proposed additional lot split and resulting commercial building
will have minimal impact upon the already approved business park. The location and
configuration of the subdivision will result in most vehicles leaving the additional lot via
East Gala Street and, in turn, East Overland Road. East Overland Road is classified as a
minor arterial and is designed to convey many thousands of vehicles per day.
Pre-application Meetinss
During the preparation of the application for the project, the applicant and/or his engineer
have meet with City Staff. Existing roads and fire hydrants negated the need for
meetings with ACHD and the Meridian Fire Department.
City of Meridian: One meeting was held with the City of Meridian to discuss the
proposed Lot Split. The meetings were held on December 12, 2002. Steve Sidooway and
Bruce Freckleton (City of Meridian) and Lance Warnick (Treasure Valley Engineers)
were in attendance. Reference the attached Pre-Application Meeting Notes.
Conclusion
Approval of the preliminary and final plat is respectfully requested. The proposed
development is compatible with surrounding land uses and current zoning. It will
provide new and desirable commercial opportunities in the community. Thank you for
your consid~ation of this application.
Signed,
Lance Warnick, P.E.
Treasure Valley Engineers, Inc.
. ~~~~ .
M
February 14, 2003
City of Meridian
Planning and Zoning Department
660 E. Watertower, Suite 200
Meridian, Idaho 83642
SUBJECT: PROPOSED GALA PARK SUBDIVISION
LOCATED AT THE SOUTHEAST CORNER OF EAST
OVERLAND ROAD AND CELEBRATION
MERIDIAN, ADA COUNTY, IDAHO
Dear Staff and Commissioners:
I, Gordon Bates, will post the property located at 1620 Celebration Park for a public hearing before
the Planning & Zoning Commission and also the City Council. The posting will be placed on the
property at least seven days prior to each public hearing.
Sincerely,
~~~
Gordon Bates, E.I.T.
Treasure Valley Engineers, Inc.
Treasure Valley Engineers, Inc. Office: (208) 463-0305
1117 Caldwell Boulevard Fax (208) 4634391
Nampa, Idaho 83651 www.TreasureValleyEngineer.com Email: Ive~nindspring.com
OZ/14/0a 1I~~1~: 04 FAX 1L08:f8J08UU ANllt:NSUN UAVlll aa-~ '1'liY~. VALLt;Y t~NG. WJ Ul
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City of Meridian
PRELIMINARY/FINAL PLAT
Application Checklist
a
(Irrcompdete applications will not be processed)
Applicant: ~A uL a I GNI: R Submittal Date:
CYd /~/s~3
Project/Subdivision: ~~t(f<t-(i ~4~)`, SP~1~~lVI9dQt~
Application Completion Date: _/ / Hearing Date: _/ /_ P&Z/CC
For O,~ce Use Only
A liaton items for both PreGmina and Final Plat
1. Completed and signed preliminary/fmal plat application form. Submit thirty-two
32 co ies of the com leted elimin /final tat a liation form.
2. Proof of title of said owner warren deed . Tr c
3. Notarized consent from titled owner of property. (If owner is a corporation, we
need a copy of the Articles of Incorporation or other evidence to show that the
person signing is an authorized repiesentative).
See attached A davit o Le allnterest
~/
~T7"A~ ff I
4. Le al descri 'on metes & bounds) of sub'ect m e Afi'AcNJ
5. Statement of develo ment features. /i tt/kN `/
6. One (1) copy of a vicinity map showing a minimum 1/2-mile radius from exterior
boundaries of plat, including land use and existing zoning of proposed subdivision
and ad'acent land scale o tional N/ A
~U ZOSia 6
c kaGE
Prelimina Plat
7. Thirty-two (32) folded copies of the preliminary plat (dimensions of not less than 24"
x 36") drawn to a scale of not less than 1" =100'. If development is located within the
urban renewal district please submit two additional copies of the plat.
The preliminary plat shall include: /
~/
a Fro osed subdivision name A royal letter si ed b Ada County
b. Draffin date
c. Section location in coon
d. North arrow
e. Scale
£ Name, address and phone number of owner(s), applicant, and engineer,
Surv or or tanner who re ared the tat f
g. Statement of intended use of the proposed subdivision (i.e. residential,
commercial, industrial ~
h. Pro osed sites for arks, la ounds, schools, churches or other ublic uses
i. Streets, street names, rights-of--way and roadway widths, including adjoining
streets or madwa s
Lot lines and blocks showin scaled dimensions and numbers of each
k. Legend of symbols
1. Minimum residential house size
m. Contour lines shown at 5' intervals where land slope is greater than 10% and
at 2' intervals where land slope is 10% or less, referenced to an established
benchmazk, includin location and elevation.
n. Any proposed or existing utilities, including, but not limited to, storm and , /
/
sanitary sewers, imgation laterals, ditches, drainage, bridges, culverts, water (
mains, fire hydrants, streetlights, pressurized irrigation and their respective
profiles.
o. .Any dedications to the public and/or easements together with a statement of ~~~
location, dimensions and oses of such.
p. Master street drainage plan- including method of disposal and approval from
the affected drainage district. ~/~/(
'V /
j
q. Floodplain boundary as determined by FEMA or measures to amend this qp
N~
+
bound l
r. Stub streets to provide access to adjacent undeveloped land or existing Ar
~Y
roadwa ;block ten s do not exceed 1,000'. ~
s. Cul-de-sac ten not in excess of 450'. N /,
8. A statement as to whether or not a variance will be requested with respect to any
rovision of the ordinance describing the particular provision, the variance ~
~
p /
g7
fA~fl y
re uested, and the reason therefore. ,
9. One 1) 8 %:" x 11" co of the relimin tat A 17R~ S
10. One (1) copy of a 1"=300' scale map on 8'/," x 11" paper indicating all adjacent gT741c~{~
development and/or lots of record within 300' of any boundary of the proposed
develo went, with the la outof the ro osed develo went in bold outline.
11. A statement of traffic im act on existin adjacent roadwa sand intersections. ~ r7ACN4
12. A statement regazding the pre-application meeting -dates of meeting, and staff ~RTTA~I:fy
resent.
13. A list of the mailing addresses of all property owners within three hundred feet (300')
of the external boundaries of the land being considered. This list must be obtained A7TAcF ~
from the City of Meridian Planning & Zoning Department. Please request list seven
da s rior to submittin a lication.
14. Pro osed restrictive covenants and/or deed restrictions.
15. A site report for establishment of the highest seasonal groundwater elevation from ~ qq
are 'stered soils scientist. ,uGr~cE- i1 r r(~e
16: A g that the property will be pasted 1 week before the public
/
hearing. Posting must contain name of applicant, description of the plat, and time and
date of public hearing. Official notices are available at City Hall or the Planning & / N7f/kc}J JO
Zonin De arlmeirt.
17. After the property has been posted the applicant shall deliver to the Zoning
Administrator a notarized statement that he has posted the property and the date the
posting was placed. (Please submit notarized statement for each hearing, Planning & L ArE rt
Zonin and Ci Council
10
._
N~nal Plat
18. Street name a royal letter firom Ada Coun final Plat version
19. One 1 8'/s" x 11" reduction of the final lot /~ ~d y
20. Three (3) copies of the final engineering construction drawings for streets, water, N/R - aA0.-r
sewers, sidewalks, irrigation and other public improvements. These must be oc evsrauG
5~"s0i~'Sao^~
stain ed/si ed b are 'stared en ' ear/sure or in the State of Idaho.
21. Ten (10) copies of the final plat at a scale of one inch equals three hundred feet (1"
= 300' .Include subdivision and street names, lot and block numbers onl . ~/
22. Thirty-two (32) folded copies of the final plat (dimensions of 18" x 27" per Idaho
Code containin the followin re uirements:
a. A roved Plat Name
b. Yeaz of lattin ~
o. Sectional location of -tat -Coup
d. North arrow
e. Scale of tat not smaller than 1"=100'
f. Streets and alle s with widths and beazin s
Street names
h. Consecutive numbering of all lots in each block, and each block lettered or `.
numbered
i. Each and all ten of the boundaries of each lot including curve table
j. Exterior boundaries shown by distance and bearing (heavier lines than streets and ~
lots includin curve table
k. Descri tions of surv monuments
1. Initial point and tie to at least two public land survey corners or, in lieu thereof, to
two monuments recognized by the City Engineer or County Engineer or surveyor;
and also, if required by the City or county governing bodies, give coordinates
based on the Idaho coordinate stem.
m. Easements d
n. Pertinent notes for easements, restrictions, dedications, etc.
o. Basis of bearin s
Land Surve or - si ed seal
Land Surve or business name and address
r. Le end of symbols
s. Minimum residential house size
t. Ad'acent tatted subdivision names
23. Three (3) copies of a detailed landscape plan for common lots, open space azeas i/
and/or athways
N f1
24. One 1 detailed fencin tan if a licable
25. Four 4 co ies of the si afore a e of the Final Plat
26. Fee: Preliminary Plat - Up to 41ots: $450.00 ~' ti S o. po /
Over 41ots: $450.00 + $11.00flot J
(total # of lots must be included in fee)
~3dsi~ltLe1 ~ # 34'1.06 X797,00
Final Plat - $325.00 + $11.00/lot
total # o dots must be included in ee
27. Other information as requested by Administrator, City Engineer, Planning & AS NZ`~~~j
Zonin Commission, or Ci Council
11
02/19/2009 i2:49 FAX 2088886854
mE111ll1AN e7~L ll~Y'1'.
PROPERLY OWNERS WITHIN 300'
TREASURE VALLEY PEDIATRICS
VAN AUKER RONALD W
3084 E LANARK
MERIDIAN ID 83642-0000
2600 E OVERLAND RD
HOWELL OVERLANb R PROPERTIES LlC
4665 ENTERPRISE ST
BOISE ID 83709-0000
2400 E OVERLAND RD
2200 E OVERLAND RD
2270 E OVERLAND RD -
KENAI PARTNERS LLC
6223 N DISCOVERY WAY
BOISE ID 83713-0000
E OVERLAND RO
RESOLUTION BUSINESS PARK LLC
1908 7ENNiE LEE DR
IDAHO FALLS ID 83405-0000
E OVERLAND RD
E 6ALA ST
MILLENNIUM PEDIATRIC ASSOCIATES LLC
305 E JEFFERSON STE loi
BOISE ID 83712-0000
E OVERLAND RD
6AUDRY ROBERT PC
sEEGMILI.ER DAVID E
6560 EMERALD ST STE 122
BOISE ID 83704-0000
E GALA ST
l£/1 U U C
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Transmittal Letter
DATE February 14, 2003
TO: Kristy Vigil
City of Meridian
660 East Watertower, Suite 200
Meridian, Idaho 83642
FRO M
• Gordon Bates
c c: File: 75-02
RE: Gala Park Subdivision
ENCLOSURES: VIA:
^ Correspondence ^ Submittal ^ Disks ^ Mail ®Hand Deliver
® Plans ^ Shop Drawings ^ Other ^ UPS ^ Email
^ Specifications ^ Change Order ^ Laurier ^ Disks
^ Prints ^ Calculations ^ Fax
COPIES DATE DESCRIPTION
32 02/14/2003 Gala Park Subdivision Preliminary /Final Plat Application
32 02/14/2003 Gala Park Subdivision Preliminary Plat
32 02/14/2003 Gala Park Subdivision Final Plat
10 02/14/03 Gala Park Subdivision Final Plat (1:300 scale)
3 02/14/2003 Gala Park Subdivision Landscape Plan by Jensen Belts
Associates
1 02/14/2003 Gala Park Subdivision Application Supporting Information
I RANSMITTED:
® For Acceptance ^ Far Review & Comment ^ Far Your Record ^ Other:
^ As Requested ^ For Your Use ^ For Your Information
REMARKS:
Enclosed please fmd the documents for Gala Park Subdivision.
Please call me at 463-0305 if you have
Treasure Malley Engineers, Inc. Office: (208J 463-0305
5680 E. Franklin Road, Suite 220 Fax: (208) 463-4391
Nampa, Idaho 83687 Email: mail@TreasureValleyEngineer.com
f'EB. 13.2003 6:00PM
~V
TREASURE VALLEY PEDI t•10. 918 P,2
r _
~y,sT "nrsn+r~a - ~ s ~ '1tECOR0E6'REOIJESTO¢
ALY,~ CUUN>•Y REGOROER ~.
1.OAY10 NQV~RRA
~' WAl~ ~1'~ bF.F.71 FEE~aEFIlTY -
poo2ocls e;~~res 102120273
For Valve Received
FtFtSTAMERICAN
Resoludo¢ Buslnees Park, LLC,
hereinafwr refered w as Grantor, ~ hereby great, bargain, sell, sad roavey unw
MflIevniwa Pediaaie Associates, LLC, an Idaho limited liability tompa¢y
hereutaftee referred to as Graatm, whose cuaent address is
305E Jefferaoa, Stdte 101
Balsa; ID 83712
the folloaAng dascdbefl premises, rp•wit:
Lot 1 in Slook 2 of ABSOLVTION SVBDIVI9ION No. 1, according to the OE£icial
Plat thereof, filed in Book 32 of Plate at Page(s) 9041 sad 9042, .official
Records of Ada County, Idaho.
To HAVE AND TO HOLD the sa[d premises, with Choir apputseaancas amo the said Gramee, his heirs sad
assigns fomvar. And the said Ca{mtor does hereby C¢Va¢ant w sad with We said Gramee„drat Grantor is the
owner is fee aiatple of said premises; maz said premises era free from aII Goa++*~*^^= except cmrevt years nixes,
levies, sad ae°^samenta, and except U.S. Patent reservations, restrietiom, easameaa of record, and that Gra¢[ar
will warrant and defend the same from all claims wharsaever.
Dazefl: October 11, 2002.
Resolution Sueiness Pask, LLC
BY:
Ga c , Ma¢a g 'S Jeer
STATE OF IDAHO )
ss.
COUNTY OF Ada )
0¢ This day of OCtobac, is rbe year 2002, beforo me, a Notary Public iv and for said stew,
personally appeared L. Vo3gf,lmowa or idetnified w me w be are person whose ttatne is 6Ubscn"bed w the
wlrhin instmment as the managing member of ibe Limited Liability company rhaz exe~ned the instrument or the
pemoay(s) who executed the i*°~^~^^^^t o¢ behalf Of said Limited Liability Company and acltnowledgrd to me that
such Limit___ !% ~Coazecuted the same..
N~~Nm
Notary Public of Idakto ~• ~~aN.w d,GS
Residing az Nampa 3 b°,.
Cot¢missioa expires: 4/2612007 F ~'' ~ ..g~aeF
tv
FirstAm~'rican Title Company of Idaho
~FIDAVIT OF LEGAL INTERES~
STATE OF IDAHO
COUNTY1OF ADA )
I J1~1-{.Y~ w- (~pV7 bG rj (]. ~. 7 kASLL LL> L/4lLGV1 ~~l^Jl41TL\CS
(name) (address) 5?,°~ 223 °' `P~~""'~
being first duly sworn upon wig ~ ~~~+ ~
~vl ~'L' ° `°-^ ~~ oath, depose. and say:
(city) (state)
1. That I am the record owner of the property described on the attached, and I grant
my permission to:
pAUL_ A I ~~a e~ I o a o o ..iE: a.'^. zi. s ~..L~ i s C-~a
(name) (address) ~eitP~.L°,"-°. a~,~d
to submit the accompanying application pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and it's employees
harmless from any claim or liability resulting from any dispute as to the
statements contained herein or as to the ownership of the property which is the
subject of the application.
Dated this l3 day of ~~g"'-'`"~'~ , 2003
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
- '• ~;
Notary Public for Idaho = =`" ~ _
Residing at
1rLa~,~ ~ ~ - - _-
My Commission Expires:
Reti. 1%24;7)3
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Location: ~ eltloful't0~ / ~V</I ~
Required Applications: ~ VS ,~,(w~M -
Existing Zoning. ~ -0 Proposed Zoning.
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For Plats
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2'~' ~' Number of Units:
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Street Buffers: 10
Dwelling Type:
Open Space & Iviicropaths:
Landscape Plan• 9
Lot Size & Frontage: v
Topography:
Hydrology:
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Pathway System:
Other Applications
^ Annexation _
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^ Conditional Use Pemut
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Lot Line Adjustment
Comprehensive Plan Amendment
Application Checklist Review
Other Agencies to
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Anticipated Submission Date: 's (~
Anticipated Planning & Zonlltg Date:
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changer to the Zoning or Subditn.rian Ordinance ar Comprebenrive Plan may affectyaur application.
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GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING
8653 W Hackamore Drive, Boise, Idaho 83709
208 37E8200 /Fax 208 376-8201
L i G 8 2002
October 21, 2002.
File: TRVALI; B02104A
Mr. Paul Aigner
Owner's Representative
Treasure Valley Pediatrics
10900 NE 4's St, Ste 1560
Bellevue, WA 98004
RE: LETTER REPORT
Geotechnical Engineering Evaluation
Treasure Valley Pediatrics
1620 Celebration Avenue
Meridian, Idaho
Dear Mr. Aigner:
Strata has completed our geotechnical evaluation for the proposed Treasure Valley Pediatrics
building that is planned to constructed at the southeast comer of the intersection of Overland Road and
Celebraiion Avenue in Meridian, Idaho. Strata performed subsurface exploration at the above referenced
site on September 23, 2002 in general accordance with our proposal dated September 6, 2002. The
following paragraphs Si~mmari~e our understanding of the proposed construction, the subsurface
conditions, and our geotechnical opinions and recommendations.
PROPOSED CONSTRUCTION
The proposed 8,000-square-foot building will be a single story, wood-frame structure with a
concrete slab-on-grade. The site is approximately 1 acre in size and paved parking is planned south of the
building. Stormwater is planned to be retained on site.
FIELD ERPLORATION
Site Description
The proposed site was a level lot that was part of a former field. Infrastructure development in
the subdivision included a landscape berm separating the properly from OverL~nd Road to the north and
concrete sidewalks along Celebration Avenue to the west and Gala Avenue on the south. The adjacent lot
to the west was also undeveloped Utilities had been stubbed into the property neaz the northwest comer
and the southeast comer.
Two piles of construction debris were located near the northwest comer of the lot. The debris
included concrete slabs and a large pile of asphalt. We estimate two to three dump truck loads would
need to be removed from the site.
IDAHO WASHINGTON OAEGON WYDMING • MONTANA UTAH NEVADA
~reasure Valley Pediatrics,Meridian
FIle: TRVALL B02104A
Page 2
Subsurface Conditions
Similar soils and conditions were encountered in all three test pits excavated at the site neaz the
southwest corner of the lot, near the middle of the east property line and near the northwest corner, Test
Pits 1,2 and 3, respectively. A Site Plan showing the test pit locations is preserved as Plate 1. Plate 2,
Unified Soil Classification System, has been included to explain the terms used on the test pit logs and in
this report Fill consisting of sandy siidsiliy sand with varying amounts of gravel covered the site to a
depth of 0.5 to 1.0 feet. It appeared that the site had been stripped prior to fill being loosely placed over
the surface of the lot.
Native silty clay with a (race of sand was encountered to 2.75 to 3.0 feet beneath the surficial fill.
The silty clay was hazd, dry and became increasingly cemented with calcium cazbonate (CaC03). Pocket
penetrometer readings of the silty clay were greater than 4.0 tons per square foot. Beneath the silty clay,
silt was encountered in all three test pits to depths of 5.0 to 5.5 feet which was tan, hazd and moderately to
strongly cemented with CaCOs. Dense yellowish brown silty sand which was weakly indurated and
weakly to moderately cemerved with both CaC03 and with iron oxides (FeO~ was encountered
underlying the strongly cemented silt in Test Pits 1 and 2. The silty sand layer extended to depths of 10.0
and 8.5 feet in Test Pits 1 and 2, respectively. Clean gravel with sand which was very dense and dry to
damp was encountered at 10.0 feet in Test Pit 1 and extended to the termination of the excavation at 14. S
feet. Beneath the silty sand in Test Pit 2, 0.5 feet of gravel with sand and silt and 0.5 feet of gravel with
sand was encountered overlying fine to medium sand from 9.5 to the termination of the excavation at 10.5
feet Test'Pit 3 encountered gravel with sand and silt which was moderately to strongly cemented with
CaCOs beneath the strongly cemented silt at a depth of 5.5 feet. Test Pit 3 temrinated in gravel with sand
and silt at a depth of 7.5 feet. Test pit logs are included in the Appendix
Ground Water
Ground water was not encountered in any of the test pits, which were excavated to depths of 14.5
to 7.5 feet below the existing ground surface. An observation well was installed in Test Pit 1 at 14.5 feet
at the southwest comer in the area of the planned seepage bed. Ground water in this azea is lmown to
fluctuate with local irrigation practices. However, there was no staining or other indication that
groundwater had been as high as the bottom of the test pit. September ground water levels approximate
yearly highs for the area
OPINIONS AND RECONIlI~NDATTONS
General Recommendations
It is our opinion that the site is suitable for the proposed medical o$ice building. The
recommendations contained in this report reflect our understanding of the proposed structures. If design
plans change or the subsurface conditions vary significantly from what was observed during our
subsurface evaluation, we should be notified to review the report recommendations and make any
necessary revisions. Report recommendations reflect the straight line. interpolation of the subsurface
conditions between test pits and
boring locations. However, the soil conditions may vary at the proposed site which may cause changes to
the construction plans and/or costs.
s ~ ~ a ~ a
GEGTECHNICAL ENGINEERING 6 NATERIALB TESTING
~.
~. ovEt~aND ~oav
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53269 SC~iARE FEET
~ ~ ~ ~ ~ v ~ ~
~TP->. ~ LEGEND
1
~ f~ 1 .1 APPROXIMATE LOCATION OF
I
j ~ -{ ~ ~ ~ TP-2 TEST PIT OBSERVED BY'
~! j { 1 ~ ~ ! ~ STRATA, INC. ON SEPTEMBER
~ F ~ i ~ 23, 202.
{ ~ ' -- -- s ~- # ~ -'-[ i ~ Tp-g APPROXIMATE LOCATION OF
~ -"~ ~ ~ " ~ I ~ ~ ® OBSERVATION WELL MSTALLED
t 1 _ ~ BY STRATA, INC. ON
1 d I I SEPTEMBER 23, 2002.
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PLAN COMPRISES A PORTIOPI OF STRATA'S GEO7ECHNfCAt REPORT AND
T[7fT OF THE REPORT CONTAINS ESSENTIAL INFORMATION: BEFORE
21NG 'MIS PLAN FOR ANY PURPOSE WIiATSOEVER, THE REPORT SHOULD
EAD CAMPI.E[ELY. THIS PLAN IS INTENDED TO INDICATE APPROXIMATE
,TlONS OF GEOTECHN4CAL EXPLORATIONS TESTS, ANO OTHER GEOTECHNICAL
.S (REFER TO TEXT FOR INFORMATION ON METHODS RESULTS, AND
{EOUENT CONCWSIONS ANO RECOMMENDATIONS). iNES€ LOCATIONS ANO
2MATION WERE AODW TO EXISTING PLANS OF THE SITE PREVIOUSLY
'ABED BY OTHERS AND NO CHECK OF ACCURACY, CURRENCY,
IOPRIATENESS,ETC.,OF INFORMATION FRONDED BY OTHERB WAS PERFORMED.
SUCH CHECKS WERE NOT PART OF STRATA'S WORK SCOPE
..e.c;+e Plop Cnannwd Teem PDF File Hv ZGA Ar
APPROXIMATE SCALE
o zs sa xs TDa
1 inch = 50ft.
Treasure Valley
Pediatrics
SITE PLAN
s ~ ~ a ~ a
GEOTECHNICAL ENGINEERING i AtATERIALB TEGTING-
---- ~ ----- f A E t
EXPLORATORY TEST PTT # 1
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Treasure Valley Pediatrics
File: TRVALL-B02104A
DEPTH SOIL
(Feet) CLASS SOIL
DES~RII'TION
0.0 - 0.5 SM Silty SAND with gravel (Fill) -broken cast iron pipe and other
Fill debris.
0.5 - 2.75 CL Silty CLAY with trace sand (Native} -medium brown to tan, hard
and dry to damp with rootlets to 2.5 feet. Pocket penetrometer = 4.5
tsf. ~ Weakly to moderately cemented with CaC03 at 1.5 feet.
Plasticity index = 24 and Liquid Limit = 42.
2.75 - 5.25 ML SILT -tan, hard and dry to damp. 1 to 3 inches strongly cemented
layers moderately cemented together with Calcium Carbonate
(CaC03) from 3.0 to 5.25 feet .and with fine gravel-sized pieces
weakly to moderately cemented with Iron Oxides (FeO,~.
5.25 -10.5 5M Silty fine SAND -yellowish-brown, very dense and damp. Weakly
indurated and weakly cemented with FeOx.
10.5 -14.5 GP Sandy coarse to medium to fine GRAVEL with occasional small
cobbles -light brown, very dense and damp.
Excavated on September 23, 2002.
No ground water encountered.
Seepage test performed at 11.0 feet.
Observation well installed to 14.5 feet.
Test pit terminated at 14.5 feet below the existing ground surface.
Sampdes taken at 1.0-1.5, 6.0-8.0, and 10.5 feet.
Excavation Equipment: Case 500 SuperL
Logged by: AL
s ~ ~ a ~ a
GEOTECHNICAL ENGINEEPING 6MATEPIAL9 TEGTING
EXPLORATORY TEST PIT # 2
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Treasure Valley Pediatrics
File: TRVALL-B02104A
DEPTH SOIL SO1L
(Feet) CLASS DESCRIPTION _
0.0 -1.0 ML SILT with sand and organics (Fill) -brown, loose and dry.
1.0 - 3.0 CL Silty CLAY (Native) -dark brown to tan, hard and dry to damp with
rootlets to 3.0 feet Weakly to moderately cemented to 3.0 feet.
Pocket penetrometer = >4.5 ts£
3.0 - 5.0 ML SILT -tan, hard and dry to damp. '.Strongly cemented with CaCO;.
5.0 - 8.0 SM Silty fine SAND -yellowish brown, very dense and damp. Weakly
cemented with FeO,~ and weakly to moderately indurated.
J
8.0 - 9.0 GP-GM Coazse to medium to fine GRAVEL with sand and silt -reddish
brown, very dense and damp.
9.0 - 9.5 GP Coarse to medium to fine GRAVEL with sand -light brown, dense
and dry to damp.
9.5 -11.0 SP Medium to fine SAND -light brown, dense and dry to damp.
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Excavated on September 23, 2002.
No ground water encountered
Test pit terminated at II.O feet below the existing ground surface.
Samples taken at 2.0 and 10.0 feet.
Excavation Equipment: Case 580 SuperL
Logged by: AL
~%' s ~ ~ a s a
' GEGTECNNICAL ENGINEENINO 1 MATERIAL37ESTING
1. / .
EXPLORATORY TEST PTT # 3
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Treasure Valley Pediatrics
File: TRVALL-B02104A
DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 1.0 GC Clayey GRAVEL (Fill) -dark brown, soft to stiff and damp
1.0 - 2.75 CL CLAY (Native) -dark brown, hard, and dry to damp with rootlets to
2.75 feet. Weakly to moderately cemented with CaC03. Pocket
penetrometer = >4.5 tsf.
2.75 - 5.5 ML S1I,T -tan, hard and dry to damp. Strongly cemented 1.5-inch to 2-
inch layers moderately cemented together.
5.5 - 7.5 GP-GM Coarse to medium to Ene GRAVEL with silt and sand - reddish-
brown, very dense and damp. Moderatley to strongly cemented with
CaC03 and FeOx.
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Excavated on September 23, 2002.
No ground water encountered
Test pit terminated at 7.5 feet below the existing ground surface.
Samples taken at 1.5 and 7.0 feet
Excavation Equipment: Case 580 SuperL
Logged by: AL
~~ s ~ ~ a ~ a
' OEOTECHNICAL ENOINEERINO & MATERIALS 7ESTINO
s 1 f
ATTACHMENT 10
•
STATEMENT TO POST THE PROPERTY
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Feb•18, 20113 3:41PM TREA URE VALLEY ENGINEERS INC•
I" ' ~ YA~LGI ~j •
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~~~
February 18, 2003
City of Meridian
Planning sad Zoning Departmenk
660 E. Watertower, Suite 200
Meridian, Idaho 83642
SUBJECT: PROPOSED GAUL PARK SUBDIVISION
LOCATED AT THE 50UTHEAST CORNER OF EAST
OVERLAND ROAD AND CELEBRATION
MERIDIAN, ADA COUNTY, IDAFIO
Dear Staff and Commissioners;
No.0434 P• 3
On behalf of the applicant, Paul Aigner; I, (_~rdoa Bates. will post the property located at 1620
Celebration Park for a public hearing before the Planni ro & Zoning Conunission aad also the City
Council. The posting will be placed on the properly at least seven days prior to each public hearing.
Sincerely,
~~~/~o
Gordon Bator, F...I.T.
Treasure Valley Engineers, Inc.
Treasure Vafley BhgLeeers, lnc. O,(/lce: (208) 463-0905
1117 Caldwell Baulevaid Faz: (208)163-4397
Nampe,ldaho 836SI www.TrearareValleyEkgurea.com EYnail: iv~ja nuidspr6+g.com