HomeMy WebLinkAboutApplicationMAYOR ~ HUB OF TREASURE VALLEY
Robert D. Cowie A Good Place to Live LEGAL DEPARTMENT
CITY OF M (208) 288 2499 • Fax 288-2501
CITY COUNCIL MEMBERS
ERIDIAN
Ron Anderson
33 EAST IDAHO PUBLIC WORKS
BUILDING DEPARTMENT
Keith Bird MERIDIAN, IDAHO 83642 (208) 887-2211 • Fax 887-1297
Tammy deWeerd (208) 888-4433 • Fax (208) 887-4813 PLANNING AND ZONING
Cherie McCandless City Clerk Office Fax (208) 888-4218 DEPARTMENT
(208) 884-5533 • Fax 888-6854
TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS
WITH THECITY 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 Hall
Attn: Will Berg, City Clerk, by: May 10, 2001
Transmittal Date: April 16, 2001 Hearing Date: May 17, 2001
File No.: PP 01-009
Request: .Preliminary Plat approval of 10 building lots and 3 other lots on 12.71 acres
in proposed C-G and R-40 zones for proposed Baltic Place Subdivision
Bv~ L. C. Development, Inc.
Location of Property or Project:
Sally Norton, P/Z
Jerry Centers, P/Z
Bill Nary, P/Z
Keven Shreeve, P/Z
Keith Borup, P/Z
Robert Currie, Mayor
Ron Anderson, C/C
Tammy deWeerd, C/C
Keith Bird, C/C
Cherie McCandless, C/C
Water Department
Sewer Department
Sanitary Service
Building Department
rranKlin Road, west of Locust Grove Road
Meridian School District
Meridian Post Office
Ada County Highway District
Community Planning Assoc.
Central District Health
Nampa Meridian Irrig. District
Settlers Irrigation District
Idaho Power Co.
U.S. West
Intermountain Gas
Bureau of Reclamation
Idaho Transportation Department
Ada County
Your Concise Remarks:
Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department r~,v~ a,~
AZ-27 FP-24 PP/PFP-28 VARNAC- 20 CUP-28
• CITY OF MERIDIAN
' Planning & Zoning Department
200 E. Carlton Avenue, Suite 201, Meridian, ID 83642
(208) 884-5533 Phone / (208) 888-6854 Fax
REQUEST FOR SUBDIVISION APPROVAL
PRELIMINARY PLAT
(RE: Meridian Subdivision Ordinance -12-3-1 thru 12-3-6)
GENERAL INFORMATION
FILE
~P" °,"~
1 • Name of annexation and subdivision: Baltic Place Subdivision
2. Address, general location of site: Franklin Road West of Locust Grove Road
3. Owner(s) of record: L.C. Develo ment Inc.
Address: P.O. SI8 Meridian Idaho 83680
Telephone: 870-0407 Fax: 884-8938
4• Applicant: L.C. Develo ment Inc. E-mail:
Address: P.O. Bose 518 Meridian Idaho 83680
Telephone: 888-1852 Fax: 884-8938
E-mail:
5: Engineer: Shawn L. NickeUPlanner Firm: Hubble Engineering, Inc
.Address: 701 S. Allen St. Suite 102 Meridian Idaho 83642
Telephone:322-8992 Fax: 378-0329
6: Name and address to receive City billings- Name: L.C. Development, Inc
Address P.O. Box 518 Meridian Idaho 83680 Telephone: 870-0407
PRELIMINARY PLAT FEATURES
1.
2.
`3.
4:
5.
6.
7.
8.
9.
Acres: 12.71
Number of building lots: 10
Number of other lots:-
..Gross density per acre: 1.02
Net density per acre: ,g
Zoning District(s): Existing: R-1/RUT Proposed: C-G/R-40
Does the plat border a potential green belt or pathway? No
Have recreational easements been provided for? No
Are there proposed recreational amenities to the City? No Ex lain
P
10. .Are there proposed dedications of common areas? No Explain
For future parks? No Explain
11. What school(s) service the area? Meridian School District Do you propose any
agreements for future school sites? No Explain
12. Are there any other proposed amenities to the City? Yes Explain Landscape Area
13. Type of building (residential; commercial, industrial, office or combination):Res~Comm.
14. Type of dwelling(s) (single family, duplexes, multiplexes, other): Multiplexes
1 ~,. .,~
15. Proposed developmlfeatures:
a•• Minimum square footage of lot(s): None•
b• Minimum square footage of structure(s): N/A
c• -Are garages provided for? Yes Square footage: See Site Plan
d• Has landscaping been provided for? Y_ es Describe: See Landscape Plan
e• Are sprinkler systems provided for?
f. Are there multiple units? yes Type: A art ents
Remarks:
g• Are there special set back requirements?~_Explain: See setback
waiver letter
h• Value range, of property: $900 000.00
i• Type of financing for development:
j • Were protective covenants submitted? N° None
Date:
16. Does the proposal land lock other property? N_Does it create Enclaves? No
STATEMENTS OF COMPLIANCE
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 Comprehensive Plan.
3 • Development will connect to City services.
4• Development will comply with City Ordinances.
5: Preliminary Plat includes all appropriate easements.
6• Street names do not conflict with City. grid system.
7• All items noted on the preliminary plat checklist have been completed.
I have read the information contained herein and certify the information is true and correct and
.that this plat is in compliance with the above statements.
igna e of App scant
? 1 in ~
MATERIAL
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^ Environmental Services O Geotechnical
February 9, 2001
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Mr. Lee Centers
L.C. Development, Inc.
P.O. Boz 518
Meridian, Idaho 83680
(208). 870-0407
Re: Limited Soil and Groundwater Investigation
1175 West Franklin Road
Dear Mr. Centers: Mendian, Idaho
Materials Testing & Inspection (MTI) has performed a limited subsurface soils evaluation and prepared soil
logs (see attached) for three test pits located at the referenced ro e
located outside the city limits of Meridian Idaho, in the Nl/2 of Se ho 8, Tlownshipl3 North R~repl E is
Boise Meridian, Ada County, Idaho. The existing site is presently occupied by abandoned esidential
structures on the northern portion of the property with the remainder established as pasture land.
Soil and Sediment Profile:
Three test pits were excavated by the client in pre-selected locations at depths ranging from approximately 10
to 11 feet. MTI visited the site on February 7, 2001 to log the soils exposed in test pit walls. Because of the
aerial extent of the studied parcel, the developed soil profile represents only a generalized case and variability
in soils between test pit locations should be anticipated: -
Surficial Sandy Silt (NII.,) -This soil was encountered at the ground surface across the site and generally
consists of dark brown, very stiff, sandy silt (NII.,). Silty soils were found to be dry to moist with moisture
content decreasing with depth. Organic material occurred through the upper 8 to 12 inches, with some fine
detected sand throughout. Silt was encountered to depths of 1.8 to 3.5 feet, and was found to be weakl
cemented below 1.8 feet in the vicinity of Test Pit 3. y
Cemented Silty Sand (SM): This soil was encountered in all test pits underlying the surficial silt and
generally consists of light brown, dry to slightly moist, very dense, silty sand with strong calcium carbonate
(Caliche) cementation. Silty sand (SM) extended to depths of 4.3 to 7.8 feet during the field investigation,
becoming deeper in the southern portion of the site.
Poorly Graded Gravelly Sand (SP) -This soil was encountered underlying the cemented silty sand below
depths of 4.3 to 7.8 feet across the site, extending through the termination depths of all three test pits. Poorly
graded gravelly sand (SP) was found to be slightly moist, dense, and moderately cemented to 5.3 to 8.3 feet
with six-inch minus gravel throughout.
Walls of test pits were stable with the exception of some minor sloughing of the poorly graded sands.
Excavation through these granular soils. particularly after penetrating groundwater, will lead to an increased
proper~it~ for slcu~hing or cap;ins.
'~ ~~~ MATERIAL
TESTING ~ • February 9, 2001
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Groundwater:
Groundwater was not encountered during this investigation. Soil moistures in test pits were generally moist
within the surficial silty soils and dry to slightly moist below. Groundwater levels in the project vicinity are
likely primarily a function of local irrigation activity. An estimation of the extent to which groundwater
levels fluctuate under seasonal influences is problematic without regulaz monitoring. Iron staining, which is
often an indicator of high groundwater was encountered within Test Pit 1 at depths as shallow as 5.5 feet.
However, this is likely indicative of historic high groundwater levels, and groundwater is not anticipated to
be this shallow at any time during the year.
Continuing, monitoring of a well located at Trautner Business Pazk, approximately 3/4 of a mile west of the
project site, indicates that groundwater was encountered at depths as shallow as approximately 12 feet below
the ground surface during the monitoring period from March, 1997 to January, 2001. A graph showing
groundwater levels at the Trautner site shows high groundwater levels during the summer and fall which is
consistent with groundwater associated with irrigation. Considering a reduction of irri ation activities in the
vicini of the ro osed development P,roundwater levels should remain at depths of at least 10 to 12 feet
below resent grade throu out the ear.
Trautner Business Park
L
a~
ca
0
a
a~
Oi
2~
4~
6
8
10
12
14
16
18
~~ O~ ,J O~ ,J~ O~G, ,J~• O~G•
Date
Figure 1: Groundwater Levels at Trautner Business Park
Hydraulic Conductivity:
Soil permeability--a measure of the ability of a liquid to move through asoil--was not tested in the field. In
this report this pazameter is approximated b soil
soil profile for this stud sand silt Y type and gradation. Of the soils comprising the generalized
Y~ Y (NII,) soils offer little permeability, with typical hydraulic conductivity
~~alues ranging from 2 to 4 inches per hour. Tale underlying cemented silty sane (SiV_r~ shoulc ~e cor~side.e
to be essentially impermeable. The poorly graded sand with gravel encountered at the base of the test its
p
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`~~~ MATERIAL
TESTING ~ ! February 9, 2001
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can potentially have hydraulic conductivity values approaching twenty-four inches per hour, though calcium
carbonate cementation encountered may reduce this value. It is recommended that on-site stormwater
disposal facilities be extended into the non-cemented poorly graded sands encountered at depths of 5.3 to 8.3
feet.
We appreciate this opportunity to be of service and look forward to working with you. Should you have any
questions or require additional information, please contact our office at your convenience.
~~~~
~~~J
Michael G. ooYlworth, E.I.T.
Staff Geotechncal Engineer
Cc: Shaun Nichols/Hubble Engineering
Enclosures:
Geotechnical General Notes
Unified Soil Classification System
Test Pit Logs
Site Plan
Respectfully Submitted,
Materials Testing & Inspection, Inc.
R ie>~ed B : e c~~
Geotecf~Services anager
7
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Reviewed By: David ~Y~
~RpFESSlpn~~
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~ KEVIRI L. ~
~ SCHROEDER
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GEOTECHNICAL GENERAL NOTES
SOIL PROPERTY SYMBOLS
N: Standard "N" penetration: Blows per foot of a 140 pound hammer falling 30" on a 2" O.D. SS.
Qu: Unconfined compressive strength, tons/ft2
Qp: Penetrometer value, unconfined compressive strength, Ton/ft2
Qc: Cone Penetrometer value, unconfined compressive strength, pounds/in2
V: Vane value, ultimate shearing strength, Tons/ft2
M: Water content,
LL: Liquid limit,
PI: Plasticity index,
NP: Non-Plastic
D: Natural dry density, lbs/ft3
WT: Apparent groundwater level at time noted after completion.
DRILLING AND SAMPLING SYMBOLS
SS: Split-Spoon - 1 3/8" I.D., 2" O.D., except where noted.
ST: Shelby Tube - 3" O.D., except where noted.
AU: Auger Sample.
DB: Diamond Bit.
CB: Carbide Bit.
GS: Grab Sample.
RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION
Non-Cohesive Soils
Very Loose
Loose
Medium Dense
Dense
Very Dense
Standard Penetration
Resistance
<4
4-10
10-30
30-50
>50
Cohesive Soils
Very Soft
Soft
Firm (Medium Stiff)
Stiff
Very Stiff
Hard
Standard Penetration
Resistance
<2
2-4
4-8
8-15
15-30
>30
PARTICLE SIZE
Boulders 8 in. + Coarse Sand 5 mm - 0.6 mm Silts 0.074 mm - 0.005 mm
Cobbles 8 in. - 3 in. Medium Sand 0.6 mm - 0.2 mm Clays 0.005 mm & Smaller
Gravel 3 in. - 5 mm Fine Sand 0.2 mm - 0.074 mm
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MATERIAL -
TESTING ~ ~ February 9, 2001
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Course
Grained
Soils
<50%
passes
#200 sieve
Fine
Grained
Soils
>50%
passes
#200 sieve
Major
Divisions
Gravel
And
Gravelly
Soils
<50%
coarse fraction
passes #4 sieve
Sand
And
Sandy
Soils
>50%
coarse fraction
passes #4 sieve
Silts
And
Clays
LL<50
Silts
And
Clays
LL > 50
Highly Organic Soils
Unified Soil Classification System
Symbol I Soil Descriptions
Well-graded gravels, gravel-sand mixtures, little or no fines
GW
Poorly graded gravels, gravel-sand mixtures, little or no fines
GP
GM I Silty gravels, Poorly graded gravel-sand-silt mixtures
Clayey gravels, poorly graded gravel-sand-clay mixtures
GC
Well-graded sands, gravelly sands, little or no fines
SW
Poorly graded sands, gravelly sands, little or no fines
SP
SM I Silty sands, poorly-graded sand-gravel-silt mixtures
Clayey sands, poorly-graded sand-gravel-clay mixtures
SC
Inorganic silts & very fine sands, silty or clayey fine sands, clayey
ML' silts
Inorganic clays of low to medium plasticity, gravelly clays, sandy
CL cla , sil cla ,lean cla s
Organic silts and organic silt-clays of low plasticity
OL
Inorganic silts, micaceous or diatomaceous fine sand or silt
MH
Inorganic clays of high plasticity, fat clays
CH
Organic silts and clays of medium-to-high plasticity
OH
PT Peat, humus, swamp soils with high organic content
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~~ ~ MATERIAL'
,tiu
TESTING ~ • February 9, 2001
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^ Special Inspections
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GEOTECI-INICAL
INVESTIGATION
TEST PIT LOG
Test Pit Log #: 1 Date Logged: 2/7/01 Logged By: M. Woodworth, E.I.T.
Excavated By: Client
Location: North
Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 10.5 Feet
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February 9, 2001
' ~` TESTING ~~ ~ Page # 7 0£ 8
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^ Environmental Services O Geotechnical Encineerin ^ Construction Materials Testin c
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GEOTECHNICAL
INVESTIGATION
TEST PIT LOG
Test Pit Log #: 2 Date Logged: 2/7/01 Logged By: M. Woodworth
E
I
T
Excavated By: Client ,
.
.
.
Location: Central
Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 10.1 Feet
Depth Field Description
eet Sample Sample Depth USCS Lab Test ID
Dark brown sandy silt, slightly T e rom-To T e
0-1.8 moist to moist, very stiff, with ~,
organics in upper 8 inches.
--Frozen and hard to 8 inches.
Light brown silty sand, slightly
1.8-5.3 moist to dry, very dense, fine to SM
medium grained, strongly
cemented.
Brown poorly graded gravelly
3.5-10.1 sand, dry to slightly moist, Sp
dense, with 6-inch minus gravel.
--Moderately cemented to 6.0
feet
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MATERIAI~
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GEOTECI~TICAL
INVESTIGATION
TEST PIT LOG
Test Pit Log #: 3 Date Logged: 2/7/01 Logged By: M. Woodworth, E.I.T.
Excavated By: Client Location: South
Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 11.0 Feet
Depth
(Feet Field Description Sample Sample Depth USCS Lab Test ID
T e rom-To
Dark brown sandy silt, moist T e
0-1.8 ,
very stiff, with organics in upper
~,
10 inches.
--Frozen and hazd to 8 inches.
Light brown sandy silt, dry,
1.8-3.5 hazd, weakly cemented. ~,~,
Light brown silty sand, dry to
3.5-7.8 slightly moist, very dense, fine S1~1
to medium grained, strongly
cemented.
Brown poorly graded gravelly
7.8-11.0 sand, ~, to slightly moist, Sp
dense, with 8-inch minus gravel.
--Moderately cemented to 8.3
feet
--Iron staining at 5.5 feet and
greater
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Sit~lan with Test Pit Locates
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Franklin Road
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~---Existing Structure
Demolished Structures
Test Pit 1
m Tes
Test
t Pit 2
Pit 3
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Limibd Geobchnioal Irnnstipafion
1176 West Franklin Road
Meridian, klaho
Crewing No.13101s5gao
Date: 9 February 2001
Drawn $y: MGw
Legend
RTH
Drawing Not to Scale
All Locations Approximate
Test Pit Location
- __-
----- ---
Hubble Engineering, Inc., representative for the developer of
proposed Baltic Place Subdivision do hereby affirm that the said
property will be poste ne week before the public hearing.
~d~ ~
Shawn L. Nickel, Planner
Representative of L.C. Development, Inc.
Acknowledgement
STATE OF IDAHO
COUNTY OF ADA ~ SS.
ON THIS 1s day of 2001 before me a note
State, personally appeared Barry Tepp a known to me to be the person whose name is
subscribed to the within instrument, a d acknowledged to me that he/she executed the
same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day
and year in this certificate first above written.
• O ^
AUB L1
No ry P blic fgf~ ~
Residing in ~~i , ~~.
My Commission Expires: /p • p~ -~v~~
~ ~ ,~
~~~
'Y OWNERS WITHIN 300'
BUILDERS MARKETPLACE INC
1300 E FRANKLIN RD
MERIDIAN ID 83642-5902
ASBELL DONALD R
ASBELL AI~TTE C
1750 E STATE ST
EAGLE ID 83616-0000
850 E FRANKLIN RD
890 E FRANKLIN RD
910 E FRANKLIN RD
TTT INVESTMENT COMPANY LLC
2965 S MAIN ST
SALT LAKE CITY UT 84115-0000
N BALTIC PL
CENTERS CONSTRUCTION INC
PO BOX 518
MERIDIAN ID 83680-0000
1175 E FRANKLIN RD
E FRANKLIN RO
1095 E FRANKLIN Rp
1035 E FRANKLIN RD
SNIDER MELVIN E ~ JOY L
9350 BIENAPFL DR
BOISE ID 83709-4828
1005 E FRANKLIN RO
MERIDIAN CEMETERY MAINT pIST
989 W LOON ST
MERIDIAN ID 83642-2893
895 E FRANKLIN RD
E FRANKLIN RD
PROPERTIES WEST INC
1401 SHORELINE DR
BOISE ID 83702-6869
E FRANKLIN RD
1250 E PIPER CRT
1251 E PIPER CRT
RIVER ROCK INVESTMENTS LLC
1401 SHORELINE DR
BOISE ID 83706-0000
1311 E FRANKLIN Rp
SNI MELVIN E ~C JOY L
9350 BI FL DR
BOISE ID 837 28
1005 E FRANKLIN RD
FALASH PROPERTIES LLC
149 S ADKINS WAY STE 101
MERIDIAN ID 83642-0000
PINNAQ-E DEVELOPMENT LLC
1726 E STADLER CT
EAGLE ID 83616-0000
195 S ADKINS WAY
SOMMER BROTHERS INVESTMENTS LLP
9016 GARVERDALE ST
BOISE ID 83704-0000
1250 E KALISPELL ST
FIVE DIAMOND PROPERTIES LLC
1007 CLEAR CREEK DR
BOISE ID 83709-0000
1300 E KALISPELL ST
MERIDIAN CEMETERY DIST
989 W LOON ST
MERIDIAN ID 83642-2893
E FRANKLIN RD
SCHWAN'S SALES ENTERPRISES INC
115 W COLLEGE OR
MARSHAL MN 56258-1747
1239 E KALISPELL ST
1267 E KALISPELL ST
i ~
HOWELL-MURDOCFI DEVpppMENT
CORPORATION
1087 W RIVER ST ST'E 250
BOISE Ib 83705-0000
5 LOCUST GROVE RD
1150 E WATERTIOWER ST
970 E WAT82TOWER ST
1147 E WAT'ERTOWER ST
53FLLC
2700 AIRPORT WAY
BOISE ID 83705-OOpp
1090 E WATERTOWER ST
1010 E WATERTOWER ST
DIAN CITY
33 E HO AVE
MERIDI D 83642-2631
E WATERTO R ST
I __ __
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CITY OF MERIDIAN
PLANNING & ZONING DEPARTMENT
LETTER OF TRANSMITTAL
March 15, 2001
To: Bruce Freckelton
Public Works
From: David McKinnon
P&Z
Subject: Baltic Place -Preliminary Plat
Enclosed are the following:
COPIES DATE. DESCRIPTION
1 1 /26/00 Conceptual Engineering Profiles
These are transmitted:
^ For your ^ For action ~+ For review ^ For your use ^ As requested
information specified below and comment
Remarks:
This application is slated for the May 17th P&Z meeting.
Copy to: File
Si ned: ~~^~/ ~C
g
200E Carlton, Ste. 201 Meridian, Idaho 83642 (208) 884-5533 Fax (208) 887-1297
NUBBLE ENGINEERING, INC.
701 S. Allen St., Suite 102 . Meridian, ID 83642 208/322-8992 . Fax 208/378-0329
February 15, 2001
Meridian City Council
City of Meridian
200 E. Cazlton, Suite 201
Meridian, Idaho 83642
RE: Baltic Place Subdivision -Annexation and Zone Change, Preliminary Plat,
and Conditional Use Permit for Planned Unit Development
Deaz City Council;
Please accept our application for Baltic Place Subdivision, located at 1175 W. Franklin
Road in Meridian, Idaho, on the south side of Franklin Road, east of the Meridian
Cemetery, Section 18, Township 3 North, Range 1 East of the Boise-Meridian. The
property contains 12.71 acres. Included in this request aze applications for annexation
from Ada County to the City of Meridian, a zone change from RUT (Rural Urban
Transition) and R1 (Estate Residential) to C-G (General Retail and Service Commercial)
and R-40 (High Density Residential), a preliminary plat fora 13-lot (10 buildable, 3
common) subdivision, and a conditional use permit for a planned unit development.
Currently, the property is residentiaUagricultural.
The enclosed applications for a preliminary plat, zone change and conditional use permit
have been submitted in accordance with the requirements of the Meridian Zoning
Ordinance. The uses of the property will include retaiUcommercial on the north 1/3 of the
property and apartments on the remaining 2/3 of the property to the south. A site and
landscaping plan has been submitted that indicates locations of the- apartment buildings,
garages and common azeas on Lot 7 of the preliminary plat. Commercial lots, building
envelopes, common pazking azeas and proposed landscaping make up the remainder of
the site and landscape plan and the preliminary plat. Through the PUD process, waivers
to the commercial lots front yard setbacks and garage structure rear setbacks for the
apartments have been requested. The lone public street, N. Baltic Place, has been
designed and will be constructed to Ada County Highway District standards. The
remainder of the roads and parking azeas will be private, common azeas, owned and
maintained by the property owner and established associations. Public services will be
provided to this subdivision. Sewer and water service is readily available in Franklin
Road adjacent to the site.
The requested zoning designation of R-40 allows for high density residential uses at a
density not to exceed 40 dwelling units per acre where connection to municipal services
are available. Further, the C-G zoning designation allows for commercial uses which are
J:\Projects\Lee Centers-Franklin(01-018-00)\Documents\cover letter of intent.doc
in close proximity to major highway or arterial streets that are also connected to
municipal services. These proposed uses and zoning designations aze in compliance the
Meridian Comprehensive Plan, which designates this azea as Mixed Use/Planned Use
Development. This property is adjacent to retaiUcommercial uses and zonings to the east
and north, and also adjacent to a cemetery on its west boundary. All existing and
proposed uses are compatible uses to each other and intended as such through the
Comprehensive Plan. Zone changes on this property to the specified designations aze
desirable because its development would provide for the continuation of the commercial
growth patterns that currently exists along this comdor of Franklin Road. Ahigh-density
residential use would provide for a diversity in housing types in the community, while
providing rental property in this specific azea. This continued growth would be
compatible with the adjacent land uses.
Specific Comprehensive Plan policies that support the requested zone change include
Land Use Residential Policies 1.SU (Balance of land uses), 2. lU (Variety of residential
categories that provide range of affordable housing opportunities), 5.8 (Compatibility to
surrounding neighborhoods), 5.10 (Development under PUD procedures), 5.13
(Clustering and controlled access points), in addition to Housing Policies 1.1 (Diversity
of housing types), 1.3 (Open housing market), 1.4 (Housing for all income groups), 1.17
and 1.18 (PUD methods), and 1.19 (High-density development).
In all, we feel that this development is an excellent fit into the overall plan envisioned by
the City of Meridian for this area. Our request meets the intent of the Meridian
Comprehensive Plan for development along Franklin Road. Sewer and water aze located
adjacent to the site and will be provided to the development. The plat has been designed
based on Ada County Highway District policy and the City of Meridian subdivision
standazds. We have included information addressing traffic impact and seasonal ground
water elevations as required in your application. We look forwazd to working with you
and your staff and request approval of what we believe to be a quality project. If you
have any questions, please do not hesitate to contact me at 322-8992.
Sincerely,
~a
Shawn L. Nickel, Project Planner
Representing LC Development, LLC
2
~~~~ ~ ~
~ s. aMn st,, ~ Paz . Imo.,, ~o e0e~t
Protect No. 0101800
aoae~swe . y,
February 13, 2001
L.C. DEVE~pp~NT, FRAI~N~LNII ROAD SUBDry{SION
REZONE TO C-G
A parcel of land boated in the NW1/4 of the NE1/4 of
B.M., Ada Cou Idaho Section 18, T.3N., R.1E.,
~~ , ire particularly described as follows: Commencing at the
comer common to Sections 7, 8, 17 and the said Section 18, from which the'/. comer
common to said Sections 7 and 18 bears South 89°46'13" West, 2654.29 thence
South 89°46'13" West, 1327.12 fleet to the East 1/16 comer common to said
and 18 and the REAL POIIMT OF BEGINNING. ~orrs 7
Thence abng the VVest boundary of Medimont Subdivision No. 1, as same ~
same is recorded in Book 75 of Plats at Page 7794, records of Ada County, Idaho,
South 00°29'15" West, 293.00 feet;
thence North 89°30'45" West, 327.00 feet;
thence South 00°29'15" West, 71.99 feet;
thence South 45°29'15" West, 35.51 feet;
thence South 89°21'26" West, 129.06 fleet;
thence North 00°38'34" West, 386.60 feet to
said Section 18;
a point on the North boundary of
thence North 89°46'13" East, 488.80 feet to the Point of Beginning. Containing
3.58 acres, more or less.
Prepared by:
RUBBLE ENS
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D. Teny Peugh, P.L.S.
NG, INC.
J:1Proj~cbl~ Gnt~a-Frsnktln(Ot-0tb-0p)1DoczrrNnblD~a-0TP-Center-Franklin Place SuD R~on~ to C-G.dx
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THU 03:16 Pt1 FAX N0,
P. 02
ADA COUNT RECORDER
~, oavlo AVARRO
"rl'F..D~N~
1999 JN 2 l PM 4~ OS
Otclct No. 99005573 VMA~G~S
'flits intro iatnishnd by Stn.. Title of Idaho, inc,
RECOROED-RE~UES'!OF
~~ ~~ ao
FEE Sz..-DEPUTY
99061833
STEWART TITLE
V1rA,RRANTY DEED
Gur Value Received TgtD1NY DtlAN LILX >->an DATRICI7- l.. LILT, tm9B]WD Al1D wltra
tltr Gntltoi' hereby gtnrus, bargairu, sells, conveys and warTattts un[o CSNTftRB CON9T1tDCTI01f INC.
the Grantee wM1re cnrtrnt address is~ 327 N]CAIDIJIIT 3T. IfY&IDI71N, ID BJti42
the following deuribal premises, to-wit:
J1S P1tA Lltfil-L A>:BCRIPTIDA ~TTlClllm 2LRAY2'O
TO IIAVF; AND TO HOLD the said ptcmia~s, with their appurtenLtcca unto the said Creantee, their heirc and assigns
forever. And the said frantot does hereby cuvemegt m and with the sold Granlce, that it la the ovrtter in fee titrtple of slid
prcmisrs: than said premises uc free from all ineutttbra0ces and that Its will sval'ront and t'lefatd the same from all lawful
Clal[[la WI3;14WeVCC.
1)atcJ: Jun• 1B, 1999
~.q.•s
i<nnrr'a ills
State u! IDAHO
County of Ana
ss.
1~ ~ /,(./ital. \~
P~TRICIA A. LIL2
OU Itli,c iB th day of Junk 199! , before me, the
undersigned, a Notary Public, in and for sail State, personally appeared JO8a11EY D=1111 LIL>< JIND
pATAICIA 7-_LILIS
_
_
-
lun.m to me, aodlot ideotl8ed to me on the basis o!
11~ acknowlcdgal to t11c
satisfauury cviduue, to be Uie person(s) whose name is arc suDSCribed to the w
that th.y exceutetl the sane. ~
4 ` e
~~~ ~,
W1TNE5S MY HAND NU FFiCIAL STAL. # ~Xd)py •
C•
~ ~ '~A b ;C j; .
..b.
Nora Iblic •,~'••• •••-.~~'
-
Rcsidingal: NJIKPA, IDISO i~~
Itt~
l:emmiscion F.xpins: D.camb~r 09, 2000
ins ~ .
~~
F,
I
'~
PM
FAX N0. P. 03
t,~rat DescRrr~rron-
Ordtr Number: 99005573
A PAACaL Oy LJU~ SN THH HORTAIQST QOiR37R! OJ TAa HGRS~IBT pDwtTEJ! OJ 83CTION
14. TONJ19lLip 1 1R7AT11. RAMDa 1 iA8? Ol TSS DQiBH IWtIDZAM, ADA CDOJ12'Y, ZDAHO,
DalCRZDYD A! IODLO/A8r
BIOINIJZHO AT THa QOaRTlA 9K'170N CO1lp8R d0l/lnlf TO BHC1'IOMS ?AND 1 C S1~- Tla
AHOVa TONNaara gum aAncs, Tyr
NORT,I 89' S0• IfBT ALONG THY 1R7ATA LIA/H Of SaCTZON 1B A DIBTANCH OJ 1,013.0
JYST ro Tria RHAL aosNS' of aaorA0/I7f0, rrmvca
sovrA oo• 39' NYS1' 1so.0 rasr, l7rsHCH
NOATX 89° SO' lJ1BT ?6.0 JZaTJ TlflaACa
NORTH 00' 1B' aA9T 150.0 JaaT Ta T8H 9aCTI0N L17YY', S7Ial1Ca
80DTH 99. 50' WIST ?6.0 tYM ALONG Taa SSClION LING TO 2'Ha RHAL POZNT OJ
BtOrNNZNA.
SXCSPT DI'lCR AND ROAD RIGA78 OT KAY.
FEB-08-2001 THU 03;16 PM
aoa cou-iTY REC~gOER
~. DAVIO NAPA o
'~"•~. IpA4tJ
1999 JN 2 I PM 4:05
FAX N0. p
RECORDEO-REOUEST OF
t~
FEE~DEPUTY .
99061834
~' J
Order No. 99005275 pt/-~SS
?him form fomisbud by Stewart Titk of idnlto, Inc.
. 04
p3S `~ Q.
~~ ~~
WARRANTY DEED
For Valve: Received ItoH=Ate L=BTRR ssnTSen Alm smW- 11t. BHDTSR, avssuwo A~ to=rts
!hc GranWr hereby grattls, lurgaine, se1Lv, conveyY anti warropts up[0 CsN'!>eRS COW9TRIICTZDN ZNC.
lltc Grantee whole curreul address ia: 337 IIQRZDZADI BTAIt1s7 tIQRIDZIW, ZD !9642
the following demorihr~f premises, m-veil:
At3 FItal LlttfaAL DJf9CRZPT20Ir Ai'PACSED >QA>t?0
t0 ]iAV7s AND TO HOLD the stud premiaa, with their appttrlmances veto the said Grantee, their IteltB and aasiens
forever. And the said CrotUOr daea hereby covenant to and willt the slid Graotes, shat it is ILC over in fee simple of aid
prcrniset; lhyl sold preatltes are fret from all inpunbttweea and thu he trill WiRanl sad defend the sAtrr fseam all lamuful
claims whatmotvcr.
Dated: 1un• 21, 1999
~.tt~:..~= .~~
aoBCAT L1r8T8A 82tT7T':R
Slate e!' IDAAO
County o[ ADA
u.
I;DNA It. 9lt4TiA
On Ibis 21. t: day of Jna. , _ 199! ,before me, the
undcrmignul, a Nrn:vy publw, In and for sale! State, pesson~lly apprrarcd ltoamrs E.ttSZSn 91[17Tant Asm
sD~tA st. srtorttx
_ tdentt to n the taesis of
sntixfoctory cvielulCt~ W be the paxon(a) whore uam are utnxrilaal to tho within Inmtrutrtent and aalmowledged to nr
that ,th~_ - ~ ncucuted the sumo.
WITNCS$,.p4~-FFA'~ AND OFFIGAL Sf:AI.. ,•~N-l!9~1~j~
c
•~,
otary Public s~ ~, SU ~~~~•. _~
Rcaiduta nr o ~~ , G f
CursoniRmirnt Gtpit>.x: tUY~' ti
C... J •+•
~ ~'' ~' •'
)Ol THU 03:16 PM ~ - -
FAX N0. P, 05
.
LBGAL DIPSCRIITION
nide~ Nwnbu: 99ocs275
1 TAdCT a7 LAJ~ I>r T!/S ' GOaRSi1t or s>~ yox?BIaHT oar 07
stcrloN le, sowals~ ~ ~. ~1a>rar s r~r a srDr lour Imerlas~ur,
1a~ comn•r, macro, >tiows ~lsszcoor.~lRLr aweltl~ al ro~saMl:
ca~araNrrlo ~1T sal owerln-lalrna- cawnrr to ~ s
JIND 1B, TOIAid9IP 1 YORTB, Habit 1 lJ1eT Ol Tai DAiB~ ~S1~I1w, Di
1111 COtlNTY, ?~a101 TJOQACI
NOATN B9. 50' f~4T 1LON0 Tai 9IKTION tltva', 1,OI3.0 ItIT 2b ?al >ataL POINT Ot
BtCINNING~ 77llNCl
90!?H 00' 16' i1~3T, 350.0 tiHZ' 7b 1 POI~IT1 27llNC1z
NOATH B9 • SO' E'a3T, 25.00 tltT 2~0 1 POI?ll; TXHNCl
90[ITtI 00' 1B' MiBT, 1,001.11 tIHT TO 1 POINT QN TAl NORTH 9SDl Ot TRl
RrCH7-Ot-14r Ol Tlff IR1lR'HH LJlTll1L/ 7$~IOS
N10ATX 63 • 00' t0r9T 1LOM0 2?!i NOHTIf BI~l Ot Tll BCNZ'sl Id2iRaL, 205.27
tllT TO a POINI~ ?BnICs
Nc1Ri1i 00. 75' MIST, 1, 050, iH tllT TO 1 DOIdTl OIQ BlID SlCR70N LAOS TltillCl
NOR2'X B9° SO' la9T 1LONp S1iD 9iCTI0N Llarl, 178.7 lll= 210 TBt Hi~1L
POIAi Ot llGlbi'IZbro. IXCHDT RTOHT-Ot-N1Y 10A TH1DrQ.IN ROip.
,~~
/~.c~~ -.
r~~-o8-2001 THU 03~ 16 PM
FAX N0, P. 06
~~ RECORDED-AEOUESI'Of
.OA COUNTY ECORDER
J. DgVID N~VARRO ~ARF
''~~ ~F• la~~N~ FEE OEPUT C~
19990E IS PN 4~ 26 991 19267 ~1~ ~I ~.
~~~
~1 ~
J ~I
Ottki NU. 99006112 ~~
Phis form Garnished by Sttwlrt Title: of fdaho, fnc.
WARRANTY DEED
for Value Ace~ived Qa0A0a NARK B?ATa9 A1sD NASY ANN 9S7-Ta9, H0913R]ID AND RI!•E
the Oranwr hereby grants, bargains, a1ls, cuttvt.•ys aid wat7atus unto CsenttsAe COl/BTRDCTTDN, 2NC. ,
AN IDAHO CORPORATION
the Grauer whose current address ie: 327 1[aRiDIAt11 B't'RaTlT l~AIDIAN, ID E3442
tlu' I'ullowinQ described promisee, to•wit:
A9 P!R LifOAL DltBt:itEpTIWP A17ACA2D HLARTO
TO HAVE ANU TO HOLD the sad premises, with their appunrnantxs unto the said CranuO, their lulrs and msignt
forever. Alul the said Gt~ncor does hereby oovettanl to and with the snid l;raptec, that it is Ilte owner in fee simple of said
premises: that said prcrnisws ue Cos fmm all incumbrances and lhat he will warrant and defend the srnle from sdl lawful
cl~~inu ahatwnver.
Uukd: D~e~bar 15, 1999 ~/
OaOAQi STAT1rS
SI4tc Of IDARO
Cuunty of ADA
RS.
On this _ 15th day of _ D~c~ab.r 1999 , beforo toe, the
utulersiblltKJ, aNotary Public, in and for said Sute, personally apparel rist7luia wRx BTATa9 ALA )sAAY __
AIRr 37AT8B
__ __ tLe htesis of
eatisfpetory evidence, to he the person(s) whose Isamt: /are hatriherl to the; within inauument and acknowledged to me
that _ . th~___ _ executed the same.
WITNESS
L SEAL.
Not Pu t~i1 c-' '~'~ --~i ~ ~ ~~
Itcsidin~ al; aAl31.S~ IDAHO~> I
Cummissiou N><pires: Maroh OS, 2004 r~
1
a, .
FAX H0.
P, O7
LBQu1L DRSCR1rT/ON
Onlrr Number; 99006111
PART Ot THa 1FORTHMlBT pQLt7'fR Ol TR! NOItTREaBT pOAdT~t Ol dEC2TOM 1B,
TOFINSYIP 3 ]FORTY, FAt10! 1 lR9T, BOI9! RODtIDZRIF:
DECIHNINO 1? TFa 0!ldllTYR eaCTSOet COR>Oal BESMl1N 9lL7IOR8 7 ~ 1B Ol SAID
tOPDFSNIP 3 NoDR27!• dAl1~ 1 Ii4T, 77OdC!
NORTN 89.50'00• L8T ALONG 771! BiCTION LINS DEl1Fi8~ 8aID SaC'1I07VB 7 AND 18 A
DTBTANCd Ot 1165.0 lall TO A POINT, 771! RlAL PODR OT 80R7Z1HPLOID/ 771~C'i'
900TH 00'18'00' MYST' 282.0 7iET !V AN IR02- PSN/ ?>7~E
NoATN 84.50.00. 89L1T 162.0 PaaT TO AIF IRON PIN WF 77[E !8T LIA! Or TH7C
NOR2YFWlST 001RTIR Ol 771a HWtTA7.A9T OW-RTlR Ol 3AID dlCTZON 3// THiOQa
NORTfI 00 •lY'00• LL9T ALONG lA9T LI2P! Ol T8'l NORTH7rlBT ODxJ!!lR Oll TH!
NORTNYA9T OOwRTER Ot 9AID NDL'?ION IB, A D=BTAYCt 0! 282.0 P!a! 3'O TN! NORTI(lJ1ST
CORNER OF' JYORifTWYBT QdART3R Ol ?H! NORTXPA.9T pvARTlR Olr BJIZD
SECTION/ TFtdNCa
80UT11 89 •SO' 00 • I/RS? ALONG RAID 9!C?ION LINE 161.0 FElT TO TB1F RERL POZIR' Ot
naatNNrrro.
11(OEPT DITCH ADiD ROAD RIGHT Ot AIEYS.
Pti
FAX N0, P. 08
:_
~p p~~ppp~ RECOROED-REOUEST OF
ADADAYD~jAVApRO R p~
rn~:r•..ippy0 FEE 6' DEPUTY
{999JNZl PM 402 9906 ~ 802
6TEWART 71TLE
OWcr No. 99005271 rV1tLIC
This farm furnished by Stewart Title of Idaho. Inc.
WAp:RANTY DEED
For Vrlue Fteu:ivcd JODSPH 11. NaYX, an uisrawrri~d parson
ih[ Grmilor lurcby grattls, Ou6aiW, sells, eoovoys and waRSnts unto CYlrl'BR8 CoafBTRDCTZON, YHC. ,
an Idaho Corpcra[!on
the Grantee whose currrnt address is
the Wllowing dascribrJ premises, to-wit;
P. 0. DoY S1A, McYidian, ID 83680
Js9 DYR L>ti0]\T. DS9CRIMZOmf 111Z'J1CS~D HsR3T0
TO }tAVG ANU'f0 FIOLD the said ptcrnl,ecs, with dtrir appurteataces unto the taud Grantee, their heirs and soigne
forever. Anrf the said Granwr dos hereby wvenaat W and with the said Grantee, that it is the ottrotx is fa ttirnplt of said
premises; That Bald pn"rttises are frtx Fkom all intatmbraoeet atxl that he will tauutmt atoll defend the canoe hom all lawful
claitrw whatatK~er.
Dalul: June la, 1999
5tme of In
County of Ana
as.
Un this _ is Ch ~~ day of _., Jua• 1999 ,before ttfe, the
undcrsig~~cJ, a Notary Publio. in and for slid Stale, penotsally apparod .7odsPH M• aa[7Cx
~~ -~~-- _ ~-~ ~ ,mown to me, arUor iduttilled to me out the boss of
astisku:lory evidcnu~, to be the prrsun(s) whose name isltue subscribed to dK arithio it-sttumwt and acknowhdred to mo
tl~al h• ety:atted tlu acute.
WCENrsS MY t1ANU AND OPPTCIALSR,AL. ~`~: (SAL), `~
'~d~,.... s.,"
Notary Public k ~ ~L
ftcsidittg ae BOI93i, ZD ° tVO~' ~~r` .
Cantmiasioo £xpires: 9•yt•mb•r lt, 2002 J~~~ nF t- },fit
~~~Q
Fy"
FEB-08-2001 THU 03;17 PM FAX N0,
P. 09
LBGAL DgSCRJprlON
J-derNwnbtrr 9900527
w rx~lcr or t~ nr sii wowrlrau: Oar 01 s9s iioiraia/r or e~rroN
2 /. sOlOA01lS) ] i0iS7f, saroi 1 i71/S 01 ~ iOtSi is~zAM, JVL1 QDUi:"CY, Z11/YO
1(Oit DARTrCOL~IiY DlBCi~ aJ lOyr,ONlft
cD~o~wcrxo as TNi WulsY orar-pOiRSii AiCrrar cow+ra or SiiD aicrsor 10~ rxsxrx
NORTX B9. 50. 3a8T u0uR7 l7QT 8aC?5011 LZNl, 3,165.00 liia' 7~0 !~ 11BAL PO1a1'! Or
8I$OZNMZNC~
THlNCa
8003'N 00' 1/• NaSi 2/2.00 lai7' TO 1 D017TPJ T
DIORTII 89• 50' aA9T 3f1.00 ydll 2+0 1• loi~h TiiNCi
300TH 00• 1/' NdST 1,Of5.DO !'i!J' TO 1 DO1NT/ Tam
NORTa 53' 20' Nay? 150.00 lair !O A /OSi'!~ ?AaNC!
NORTX 63' 00' IDL4? 1//.2/ Ma'l ?0 A J'OZDIT! TNiYCI
J~OATN 00• 1/' aAaT 1, 001 ~ 11 raiR".TO 1 POWl'/ TaafCa
NORTH /9• SO' ills? SI.00 Iii? ?O A 10I~1'I 171R1PCi
NOATN 00. 1/' iJL9S 150, 00 rs3T 2n JI pOZJIT30N 710f BiC1'IOA LIXi~ TSS11Ci
NORTH /9. 50' iJL9Y aLONC 81tID 9JCSI01/ LiN7l, 76.00 lii'1' SO 29a aina LOIN! Or
eacrNNrxo.
aJCCEP? DZTCR JIND ROAD alcdT3-OI-NxY.
•
AFFIDAVIT OF OWNER
STATE OF IDAHO )
ss
COUNTY OF ADA )
•
I, as the titled owner of record(s), Lee Centers, L.C Development Inc., Centers
Construction, authorize Hubble Engineering, Inc. as an authorized member to request a
zoning amendment, and request approval fora re
acre parcel(s) on Franklin Road West of Locust Grow Road in Me idian, Idaho 1 The
metes and bounds legal description for the above pazcel(s) is a part of this application
packet for Baltic Place Subdivision
ee Centers Dated: ~ /5,~-~ 2~
Owner
.Subscribed and sworn to before me a notary public in and for the State of Idah
.. ,~~psurtuiy~4.a ~ ~
l ,~.~,~.~TA C,q,~e.~
s~~ ~ av •y4~`~O ~~
`~~ ~ No Public
~: ~ ~O TA.R ~ ~o ~ ~~ Residing at~_GO_Q,
n
* ~ e. ~. q , z Commission Expires~n • n~ • ~ T ~ ~
o
o UgTZ A
~.. <~® ~,
"~~3c~..as:
J:~Projaap~[.a CmU~-Ft~nkti~(01-018.00)~Dooumm~pUFFQJpy~ OF OWNER,doa
•
NUBBLE ENGINEERING, INC.
701 S. Allen St., Suite 102
Project No. 0101800
February 13, 2001
L.C. DEVELOPMENT, FRANKLIN ROAD SUBDIVISION
thence North 63°25'13" West, 205.41 feet;
thence North 61°05'52" West, 203.20 feet;
thence departing said bank North 00°38'34" West, 1032.28 feet to a point on the
South right-of--way of Franklin Road;
thence along said right-of--way North 89°46'13' East, 488.31 feet to the Point of
Beginning. Containing 12.71 acres, more or less.
Prepared by:
HUBBLE~FpI(~L~ERING, INC.
4431 `
2-c~-vb
~rgrF O F ,opt
D. Terry Peugh, P.L.S.
A parcel of land located in the NW1/4 of the NE1/4 of Section 18, T.3N., R.1 E.,
B.M., Ada County, Idaho, more particularly described as follows: Commencing at the
corner common to Sections 7, 8, 17 and the said Section 18, from which the % corner
common to said Sections 7 and 18 bears South 89°46'13" West, 2654.29 feet; thence
South 89°46'13" West, 1327.12 feet to the East 1/16 corner common to said Sections 7
and 18; thence South 00°29'15" West, 25.00 feet to the northwest corner of Medimont
Subdivision No. 1, as same is recorded in Book 75 of Plats at Page 7794, records of
Ada County, Idaho, said corner being the REAL POINT OF BEGINNING.
Thence along the West boundary of said subdivision and the West boundary of
Medimont Subdivision No. 2 as same is recorded in Book 79 of Plats at Page 8453,
records of Ada County, Idaho, South 00°29'15" West, 1307.09 feet to the southwest
corner of said Medimont Subdivision No. 2;
thence generally along the bank of the Hunter Lateral North 51°29'39" West,
132.92 feet;
Meridian, ID 83642 2081322-8992 . Fax 208/378-0329
J:\Projects\L.ee Centers-Franklin(Ol-O18-00)\Documents\Des-DTP-Franklin Place Sub.doc
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Statement of Traffic Impact
Baltic Place Subdivision
Franklin Road
February 15, 2001
Ada County Highway District has been consulted on this proposed subdivision.
According to the District, two traffic counts were taken along Franklin Road. A traffic
count of 10,896 ADT was taken on Feb 17, 2000 that consisted of the area on Franklin
Road, east of Meridian Road. A second traffic count of 9,269 ADT was taken on May
09, 2000, on Franklin Road, west of Nola.
ACHD stated that Franklin Road is scheduled to be widened to S lanes in 2004.
ACHD raised no initial concerns about the transportation system not being adequate with
the addition of the proposed development. The applicant is providing a traffic study to
ACHD and the City of Meridian regarding this project.
Sincerely,
~,~.:,~
Shawn L. Nickel, Project Planner
Hubble Engineering, Inc.
J:\Projecfa~Lee Centen;-Frenldin(O1-018-00)~Documents4Statement of'IYa1Tic lmpact.doc
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DOBtE ENpNEERING, INC.
FRANKLIN APARTMENTS
TRAFFIC IMPACT STUDY
JMfUARY 25. 2001
SUBM(T1ED in:
ADA COI~'11' 1~GFIWAY DISTRICT
318 E .371}) ST.
~~. ~ 83714
~~~5-3290
i
OOBIE ENGINEERING. INC.
FRANKLIN APARTMENTS
TRAFFIC IMPACT STUDY
+IANUARY 25. 2001
SUBk11TTED T0:
ADA COUNTY HIGHWAY DISTRICT
318E 37tH ST.
RISE. ~ 83714
J
DOl9~ ENG~IEERINGy INC.
7'77 HEARTHSTONE DR., BOISE. ID 83702 (20345-3290
i
FRANKLIN A ARTMENTS TRAFFIC STUDY
Page 1
PROPOSED DEVELOPMENT
1
~~ Study Objectives
This s
tudy was Initiated to assess the traffic impacts resulting from the
development of the proposed Franklin Apartment project and to evaluate the capacity
of the adjacent road system to accommodate the site-generated traffic. Dobie
Engineering, Inc., was retained by L. C. Development, Inc., to perform this traffic study
t
in accordance with Meridian and ACRD policy for development impact studies.
On-Site Development
i
The Franklin Apartments project is a proposed mixed use development
containing 228 apartment units and 9 office pads. Approximately 25,000 sq.ft. of office
space is anticipated on these pads. The site is located on the south side of Franklin
Road between Locust Grove Road and Stratford Drive in Meridian. The project will be
developed in phases and is expected to reach full buildout by the year 2005.
Illustrated in Figure 1 is a site plan showing the location of the proposed site
improvements and adjacent roads.
Prepared by Dobie EnBinee~ing, Inc.
i~
FIGURE 1
FRANKLIN APARTMENTS
VICINITY MAP
0
o ~
a ~
~ U
Q~.~ U ~
~ FRANKLJN ~ ~ ROAD ~
w
SITE
a Q
.INTERSTATE 84 I I~ ~
OVERLAND Io' ROAD
VICTORY
VICINITY MAP
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DOBIE ENgNEERING. INC.
m ~w+•^ d rra o anm ~sa~p
FRANKLIN A ARTMENTS TRAFFIC STUDY
Page 2
PROJECTED TRAFFIC
1
' Existing Traffic and Circulation
Baltic Road is an industrial collecto d provides access to the Meridian
Business Park north of Franklin Road. The road has a 40 ft. urban section with rolled
l curbs and 5 ft. concrete sidewalks.
Franklin Road is a standard principal arterial with a 30 ft. wide two lane rural
section. The posted speed limit is 35 mph west of Locust Grove Road.
Average daily traffic and peak hour vehicle counts were collected by ACRD staff
in recent years and are summarized in Table 2. Figure 2 contains recent turning
movement counts at the Franklin Road/Baltic Ct. intersection during the PM peak hour.
Table 2
Existing Traffic Volumes
(Vehicles per Day)
Location: Traffic Counts Date of Count
Locust Grove Road South of Franklin Road 1,202 2/00
Stratford Drive South of Franklin Road 2,395 5/00
Franklin Road East of Stratford Drive 10,932 5/00
Franklin Road East of Locust Grove Road 10,ggg
2/00
East 1st Street South of Franklin Road 20,745 11/99
Prepared by Dobie En8lneering, Inc.
J
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FIGURE 2
FRANKLIN APARTMENTS
PEAK HOUR TURNING MOVEMENTS
EXISTING CONDITIONS
W
U
Q
J
U
F
J
Q
m
~ ~ M
5 1
450 .~
0
t 15
~' 500
j' 0 FRANKLIN ROAD
~~~
000
Traffic Study Prepared By.
NORTH
m . a. ed.,, o anoz s~~o
DOBIE ENGINEERING, INC.
FRANKLIN ARTMENTS TRAFFIC STUDY
Page 3
System Improvements
Locust Grove Road is included in the ACHD Five Year Work Program FY01-05
as a capital improvement project (RD054.) This project will extend Locust Grove Road
south of Franklin Ro
ad using a new direct alignment to connect at Franklin Road. The
road will be reconstructed as a standard 3 lane section and will include a new railroad
crossing. Preliminary engineering is budgeted for FY 2003 and construction is
scheduled for 2005.
A related project (RD302) will extend Locust Grove Road south from Franklin
Road to Overland Road with a new Interstate 84 overpass. This project is unfunded at
l
J this time.
The reconstruction of Franklin Road between Locust Grove and E. 1st Street
(RD300) is also included in the current ACHD work plan with design programed for this
year and construction scheduled for FY 2003.
Prepared by Dobie Engineering. Inc.
~ ~ ! ~
FRANKLIN APARTMENTS TRAFFICS DY
Page 5
The year 2001 baseline capacity of the Baltic intersection is shown in Table 4.
Details of this calculation are contained in Appendix A.
i
i
i
I
Table 4
Peak Hour LOS Analysis for Unsignalized Intersection
Baseline Conditions
PM
Anaroaches:
Eastbound q
Westbound A
Northbound N/A
Southbound C
Intersection LOS C
This analysis found that adequate capacity currently exist to support additional
growth within this area. Details of this analysis are in Appendix A for review.
Prepared by Dobie Enpine~inp, Inc.
!{
i
~~
FRANKLIN APARTMENTS TRAFFIC STUDY
Page 6
Trip Generation
The following trip rates are recommended in the latest edition of the IT_ E Trip
Generation Manual (Sixth Edition) for the proposed site uses.
Table 5
Trip Generation Rates
i
i
1
i~
Trio Occurance Mufti-Family General'
Aaartments Office
Weekday End Trips 6.63 11.01
Peak AM Hour 0.51 1.56
Enter (16%) (88%)
Exit (84%) (12%)
Peak PM Hour 0.620 1.49
Enter (67%) (17°~)
Exit (33%) (83%1
(1) Trip rates calculated using ITE average rates
Prepared by Dobie Engineering, Inc.
FRANKLIN APARTMENTS TRAFFIC STUDY
Page 7
Future site-generated traffic at full buildout of the Franklin Apartments and office
1 space is shown in Table 6.
Table 6
Site-Generated Traffic
(Rounded)
Subdivision: No. Units New Trias/D~ AM Trios PM Trios
Apartment Units 228 1510
115
140
~ Office Space 25.0 275 40 40
Total 1785 155 180
Shown in Table 7 are the projected future traffic volumes within the study area
as presented in the current COMPASS Transportation Planning Model for years 2005
and 2020.
Table 7
Site Traffic Distribution
Average Daily Traffic Proiections
Street: Year 2005 Year 2020
Locust Grove Road North of Franklin Road 8,900 12,600
Franklin Road East of Locust Grove Road 25,600 36,900
East First Street South of Franklin Road 18,400 24,800
The sum of site generated traffic plus year 2005 projections was evaluated to
assess future traffic conditions.
Prepared by Dobie Engineerln~, Inc.
I~
7
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FRANKLIN APARTMENTS TRAFFIC STUDY
Page 8
Traffic Assignments
Future trips resulting from development of the Franklin Apartments were
estimated and assigned to the local intersections. The average daily traffic volumes at
the site entrance are ilustrated in Figure 3. Year 2005 turning movements at the site
intersection with Franklin Road for the PM peak hour periods are shown in Figure 4.
Traffic volumes from the Meridian Business Park were increased to account for future
development on the vacant pads.
Prepared by Dobie Erpineering, Inc.
1
MERIDIAN
BUSINESS FIGURE 3
PARK v FRANKLIN .APARTMENTS
r=
m EXISTING CONDITIONS
FRANKLIN ROAD
71980 VPD
--------- --
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FIGURE 4
FRANKLIN APARTMENTS
PEAK HOUR TURNING MOVEMENTS
YEAR 2005 SITE TRAFFIC CONDITIONS
W
U
Q
J
a
U
J
Q
m
O ~ ~
10 •1'
1200 ~
40
'C 30
~" 1300
.` 65 FRANKLIN ROAD
~~~
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Trafftc Study Prepared By.
NTH
DOBIE ENGINEERING, INC.
•
CAPACITY ANALYSIS -LEVEL OF SERVICE
Capacity Analysis: Project Entrances
FRANKLIN A ARTMENTS TRAFFIC STUDY
Page 9
Presented in Table 8 are the findings of a level of service analysis for the project
entrance during the PM peak hour for both existing conditions plus site traffic and year
2005 arterial traffic. Appendix B contains the detailed calculations. Service levels
were estimated for existing roadway conditions and for future widening of Franklin
Road to a five lane arterial.
Table 8
LOS Analvsis at Proiect Entrance
(Unsignalized Intersedion)
NB SB EB WB Intersection
Existing (plus site) C C A A C
YR 2005 (5 lane) F F B B F
Site traffic will experience very little delay during the PM peak hour period.
Traffic volumes are relatively low at the present time and only moderate levels of
congestion are anticipated. However, as traffic on Franklin Road approaches YR 2005
COMPASS projections, delay will increase and queues will lengthen. A 50 ft. stacking
length should be provided on site.
Prepared by Dobie En~lneering, Inc.
i FRANKLIN ARTMENTS TRAFFIC STUDY
Page 10
The capacity of the adjacent arterials was calculated for the year 2005 and 2020
1 with traffic from the site. The capacities of these roadwa s are sh
Y own m Table 9.
Table 9
Arterial Capacities -Future Conditions
Peak Hr. LOS C
_ Franklin Road: Volume No.Lanes Ca acit Vol./Can. LOS
Year 2005 2560 5
4000 .64 B
Year2020 3640 5 4000 .91 D/E
Sufficient capacity will exist on the arterial roadways to accommodate planned
growth in the Meridian area. To achieve these service levels, Franklin Road will
require the 5 lane road improvement now included in the Five Year Work Program.
Prepared by Dobie Enp>r~n~, Inc.
FRANKLIN ARTMENTS TRAFFIC STUDY
Page 11
Auxiliary Lane Evaluation at Project Entrance
The need for an auxiliary turn lane on Franklin Road was also evaluated for
existing plus site traffic conditions. The need for site access improvements was tested
in this analysis to determine what improvements would be necessary if the apartment
units develop before Franklin Road is improved. The results are shown in Table 10.
,,
Table 70
Auxiliary Lane Analysis
(45 mph Operating Speed)
Arterial Turn Max. Allowable
Volume Volume Volume Warrant Met
Locust Grove Road
Left-tum Lane 500 vph 65 vph 12 Yes
Right-tum Lane 10,000 vpd 40 vph 80 No
This analysis indicates that the site access to Franklin Road will require a center
left-turn lane to accommodate site traffic. The requirements for aright-turn
deceleration lane are not met. With the planned road improvements now scheduled for
Franklin Road, alert-turn lane would be needed after site generated traffic volumes
exceed 330 vpd. Approximately 50 apartment units could be occupied prior to that
r
requirement.
Prepares by Dobie Engi,g, inc.
i'
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APPENDIX
1
~.
HCS: Unsiqn ..ed Intersections Release 3.2 ~
TWO-WAY STOP CONTROL SUIrflrLgRy
Intersection: FRANKLIN/BALTIC
Analyst: P. DOBIE
Project No.: 0104
"e' 1/30/01
st/West Street: FRANKLIN RD.
North/South Street: BALTIC LN.
Intersection Orientation: EW
Study period {hrs): 0.25
Vehicle Volumes and Adjustments
Major Street: Approach Eastbound
Movement 1 Westbound
2 3 I 4 5 6
L T R i L T
R
olume
Hourly Flow Rate, HFR °
5 450
473 0 500
Percent Heavy Vehicles
2 0 526
Median T e
YP Undivided
f 2 _
RT Channelized?
Lanes
Configuration 0 1
0 1
Upstream Siqnal? LTR LTR
No No
Minor Street: Approach Northbound
Movement 7
8 Southbound
L
~' 9 I
R 10 11 12
j I L T R
Volume
.,Hourly Flow Rate, HFR 0
0 0
0
0
30
0 5
Percent Heavy Vehicles
0
0 0 3i 0 5
(Percent Grade {$) 0 0 0 0
Median Storage 1 ~ 0
,Flared Approach: Exists?
1 Storage No
No
~ Channelized?
Lanes
'Configuration ~ 1 0
0 1 0
111j LTR LTR
Delay, Queue
Approach Length, and Level of Service
EB
Movement 1 WB
4 Northbound
Southbound
Lane Config LTR LTR 1 7 8
9
I I 10 11 12
LT R I LTR
1v (vph) 5 0
~~
) {vPh) 1028
1089 0
0
/c
0.00
0.00 237
95$ queue length 0.00 0.00 0.15
jControl Delay g,5 8
3 0.50
1LOS A .
A 22.9
Approach Delay C
.Approach LOS 22.9
C
I
i
i
DOBIE
jDOBIE ENGINEERING
w
_!
one:
E-Mail:
HCS: Unsignalized Intersections Release 3.2
Fax:
HCS: Unsi n ~' „~c'„ .~ ,°
g ~ed Intersections Release 3.2 ~ °°`
TWO-WAY STOP CONTROL SUMiyP,Ry ~ €~ ?~ I ~'~' t ?~+ ' ,
Intersection: FRANKLIN/BALTIC '~` s 1'T L"
Analyst; P. DOBIE
Project No.: 0104
e' 1/30/01
L~st/West Street: FRANKLIN RD.
North/South Street: BALTIC LN.
Intersection Orientation: EW
Study period (hrs}: 0 25
Vehicle
Major Street: Approach Volumes and Adjustments
Movement
1 Eastbound Westbound
L 2
T 3 1 4
R 5
6
I L T R
Volume
Hourly Flow Rate, HFR 5
5
450
473
40 65
500
15
_ Percent Heavy Vehicles
0 42 68 526 15
Median T e
~ Undivide
d 0
--
RT Channelized?
Lanes
Configuration 1 2 0
1 2 0
Upstream Signal? L T TR L T TR
No No
Minor Street: Approach Northbound
Movement ~
8
9 Southbound
~
L
T I 10
R I L 11 12
T
R
Volume
Hourly Flow Rate, HFR
Percent Heavy Vehicles
,Percent Grade ($)
Median Storage 1
1F].ared Approach: Exists?
~ Storage
'_ Channelized?
Lanes
Configuration
z
JApproach
,Movement
Lane Config
v (vph)
C (m) (vph)
v/c
95e queue length
Control Delay
,LOS
Approach Delay
,Approach LOS
15
26
0 5
5
0
0 40
42
0 30
31
0 5
5
0
0
5
5
0
No No
1
L 1 0
TR 1
L 1 0
TR
Delay, Queue Length, and Level of Service
EB
1 WB
4 Northbound
Southbound
L L I ~
I L 8 LO 11 12
TR I TR
5
1038 68
1061 26
215 47 31
10
0.00 0.06 0.12 558
0'08 201
0
15 283
0.00 0.09. 0.35
0.19 .
0
49 0.04
8.5
8.6
24.0
12.0 .
26
1 0.00
A A C B . 18.2
16
3 D C
. 24.2
C C
DOBIE
DOBIE ENGINEERING
HCS: Unsignalized Intersections Release 3.2
one:
E-Mail: Fax:
1 ~ HCS: Unsi ~ ,p
~~ed Intersections Release 3.2 ~ b~? }'~ `~~ .r ' `~ -..
Intersection: TWO-WAY STOP CONTROL SN"Il"WRY ~ '~`i ~, ',~ ~ ` -~ '~j ` h;
FRANKLIN/BALTIC
Analyst: P. DOBIE
Project No.: 0104
e' 1/30/01
~...st/West Street:
North/South Street: FRANKLIN RD.
Intersection OrientatioBn:LTEy~ LN
Study period (hrs): 0.25
Vehicle Volumes and Adjustments
Major Street: Approach
Eastbound Westbound
Movement 1 2 3 1 4
T 5
~ L R I L T R
~ ---- 10
Hourly Flow Rate, HFR 10
Percent Heavy Vehicles p
Median Type Undivided
RT Channelized?
Lanes
Configuration
Upstream Signal?
Minor Street • a.,T,,.,,~,.~.
- rr~-••...aa
Movement
Volume
Hourly Flow Rate, HFR
Percent Heavy Vehicles
Percent Grade {%)
Median Storage 1
^~Flared Approach: Exists?
j] Storage
Channelized?
Lanes
)Configuration
No
7
L
25
26
0
8
T 9
R I 10 -
I L ---llv...
T .a..a
12
R
5
5
0
0 40
42
0 60
63
0 5
5
0
0
10
10
0
No No
1 1 0
L TR
1 1 0
L TR
Approach Delay,
EB queue Length, and Level of Service
,
Movement
1 WB
4 Northbound
Southbound
Lane Config L
L I 7 8 9 ! 10 11 12
I L TR I L
TR
v (vph) 10 68 26
C(m) (vph) 495 537 i9 47 63 15
v/c
95~ queue length 0.02
0.00 0.13
0
.42
1.37 108
0.44 16
3.94 42
0
36
Control Delay 12.4 .
12,7 2.29
9
628 1.60 6.53 .
p.84
LOS $
B .
F 61.8 132.3
Approach Delay F F
Approach LOS 263.8
F
DOBIE
DOBIE ENGINEERING
lzuu 40
1263 q2
1 2 0
L T TR
No
65 130 30130 p
68 1368 31
0 -- --
1 2 0
L T TR
No
HCS: Unsignalized Intersections Release 3.2
one:
E-Mail: Fax:
~ ~
Statement of Pre-application Meeting
South on Franklin Road, West of Locust Grove Road
February 13, 2001
On Tuesday, February 13, 2001, apre-application meeting was held with the Meridian
City Staff. Present at the meeting were Shawn L. Nickel and Cara Duskey of Hubble
Engineering, Lee Centers of L.C. Development, Inc., and Brad Hawkins-Clark of the City
of Meridian.
Sincerely,
Shawn L. Nickel, Project Planner
Hubble Engineering, Inc.
J:1Frojeefall.ee Cettteis-Franklin(01.018-00)~Documents\Sfatement ofpre-app meeting.doc
' ~ P~Lity of Meridian
IMIl~TARY PLAT -
Application Checklist
(Ii7comPlete aPPlications will rmt bepr+ocessed)
Applicant: L ~ ~..,~~s,n,.o~
~ Submitta.l Date: ~, /~/ C' ~
Project/Subdivision: `tea ~ ~ ~ a o ~ _
Application Completion Date: / / Hearing Date: S / / 7 / O! P&Z/CC
For t?~ce Use Only
Completed and signed preliminary plat application form. Submit thirty-two
1. (32 co ies of the com feted relimi fat a lication form. ~/
2. Proof of title of said owner warran deed .
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 `~
erson si in is an authorized r resentative .
4. L 1 descri tion metes & bounds of sub'ect ro
5. Thirty-two (32) folded copies of the preli ~`
24" x 36") drawn to a scale of not less thann l~lp0'. Tdh a relimi °f not less than
include: P nary plat shall
a. Yro osed subdivision name
b. Draftin date
c. Section location in cou
d. North arrow
e. Scale
f. Name, address and phone number of owner(s), applicant, and engineer,
Surv or or fanner who r ed the relimi fat
g. Statement of intended use of the proposed subdivision (i.e. residential,
commercial, industrial
h. Pr sites for ks, la ounds, schools, churches or other ublic uses
i. Streets, street names, rights-of-way and roadway widths, including adjoining
streets or roadwa s
Lot lines and blocks showin scaled dimensions and numbers of each
k. Le end of s mbols
1. Minimum residential house size
rn. 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 benchmark, includin location and elevation.
n. Any proposed or existing utilities, including, but not limited to, storm and
sanitary sewers, irrigation 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 ores of such. 1~~~
p. Master street drainage plan including method of disposal and approval
from the affected drainage district.
3 Rev. 10/26/00
,a
q• Floodplain l~dary ~ determined by FEMA or measu~o amend this
boun
r• Stub streets to provide access to adjacent undeveloped land or existing
roadwa s; block len do not exceed 1,000'.
s• Cul-de-sac 1 not in excess of 450'.
6• A statement as to whether or not a variance will be requested with respect to
any provision of the ordinance describing the particular provision, the variance Cud ~'Pu~
r nested, and the reason therefore. ~'
'1• A statement of develo ment features.
8. A map of the entire area scheduled for development if the r ~`"' ~
a portion of a larger holding intended for subsequent doeve pmenty (Scale
o Tonal ~.11~
9. 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 adjacent land scale o tional
10. One 1 8 %" x 11" co of the relimi lat
11. One (1) copy of a 1"=300' scale map on 8 %a" x 11"
adjacent development and/or lots of record within 300' of any bounddary of the ,,,~
proposed development, with the layout of the proposed development in bold
outline.
12. A statement of traffic im act on existin ad•acent roadwa sand intersections. ~/
13. A statement regarding the pre-application meeting -dates of meeting, and staff
resent.
14. One 1 set of conc tual en ineerin laps, includin res ective rofiles.
15. 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 from the City of Meridian Planning & Zoning Department. Please
nest list seven da s rior to submitti a lication.
16. Fee in the amount of $300.00 + $10.00/Lot (includes total number of
buildable, common and landscape lots), plus mailings @ $0.34 per mailing x 2
two ublic hearin =two mailin
17. Pro osed restrictive covenants and/or deed restrictions.
18. A site r ort for establishment of the hi est seasonal oundwater elevation. ~/
19. A signed affidavit stating that the property will be posted 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 P & Zo ' D ent.
20. 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,
P & Zo ' and Ci Council
21 • Other Information as Requested by Administrator, City Engineer, Planning &
Zonin Commission, or City Council. ~~~
Rev. 10/26/00
~c.,;z'S
City of Meridian •
PRELIMINARY PLAT
Application Checklist
(Incomplete applications will not be processed
Applicant: L.C. Development, Inc Submittal Date: 02/15/2001
Project/Subdivision: Baltic Place Subdivision
Application Completion Date: / / Hearing Date: / / P&Z/CC
For Office Use Only
Completed and signed preliminary plat application form. Submit thirty-two X
l . 32) co ies of the com leted relimin lat a lication form.
2. Proof of title of said owner waman deed . X
3. Notarized consent from titled owner of property. (If owner is a corporation, we X
need a copy of the Art#cles of Incorporation or other evidence to show that the
erson si in is an authorized re resentative).
4. Le al descri tion (metes & bounds of sub'ect roe X
5 • Thirty-two (32) folded copies of the preliminary plat (dimensions of not less than X
24" x 36") drawn to a scale of not less than 1" =100'. The preliminary plat shall
include:
a. Pro osed subdivision name
b
Drafti
d
t X
. n
a
e
X
c S
ti
l
i
.
d.
e:
f. ec
on
ocat
on in coup
North arrow
Scale
Name, address and phone number of owner(s), applicant, and engineer,
Surve or or fanner who re ared the relimin fat X
X
X
X
State
t
f i
g. men
o
ntended use of the proposed subdivision (i.e. residential,
commercial, industrial X
h Pr
d
i
f
. o ose
s
tes
or arks, la ounds, schools, churches or other ublic uses N/A
i. Streets, street names, rights-of--way and roadway widths, including adjoining
streets or roadwa s X
j.
k Lot lines and blocks showin scaled dimensions and numbers of each
L
d
f X
. e en
o
s bols X
1 Mi
i
id
. n
mum res
ential house size N/A
m C
t
li
'
. on
our
nes shown at 5
intervals where land slope is greater than 10%
and at 2' intervals where land slope is 10% or less, referenced to arr
established benchmark, includin .location and elevation. X
n A
d
. ny propose
or existing utilities, including, but not limited to, storm and
sanitary sewers, irrigation laterals; ditches, drainage, bridges, culverts,
water mains, fire hydrants, streetlights, pressurized irrigation and. their
respective profiles. X
o. Any dedications to the public and/or easements together with a statement X
of location, dimensions and u oses of such.
p. Master street drainage plan including method of disposal and ,approval See Conceptual
from the affected drainage district. Engineering
Plan
1'~zv. ? ;. ~ ~;'~G'
q. I rloodplain bo~ary as determined by FEMA or measur amend
r. stub streets fo provide access to adjacent undeveloped land or existing X
roadways; block lengths do not exceed 1,000'.
s. Clll-de-sac IP.1'10'f'}IC not in Avroee .,FAGl1~
6. A statement as to whether or not a vaziance will be requested with r
t
espec
to
any provision of the ordinance describing the particular provision, the variance See PUD
requested, and the reason therefore.
7. A statement of development features. See letter of
8.
A map of the entire azea scheduled for development if the proposed subdivision is Intent
N/A
a portion of a lazger holding intended for subsequent development. (Scale
optional) -
9. One (1) copy of a vicinity map showing a minimum 1/2-mile radius from X
exterior boundaries of plat, including land use and existing zoning of proposed
subdivision and adjacent land (scale optional)
10. .One (1) 8 %2" x 11" copy of the preliminary plat X
11~. One (1) copy of a 1"=300' scale map on 8 'h" x 11"paper indicating all X
adjacent development and/or lots of record within 300' of any boundary of the
proposed development, with the layout of the proposed development in bold
outline.
12: A statement of traffic impact on existing adjacent roadways and intersections. X
13: A statement regarding the pre-application meeting-dates of meeting, and staff X
present.
;14. One (1) set of conceptual engineering plans, including respective profiles.. X
L5. A list of the mailing addresses of all. property owners within three hundred feet X
(300') of the external: boundaries of the land being considered.. This listmust be
obtained from the City of Meridian Planning & Zoning Department. Please
request list seven days prior to submitting application.
16. Fee in the amount of $300.00 + $10.00/Lot (includes total number of X
buildable, common and landscape lots), plus mailings @ $0.34 per mailing x 2
-(two public hearings =two mailings)
17. Proposed restrictive covenants and/or deed restrictions. N/A
18. A site report for establishment of the highest seasonal groundwater elevation. X
19. A signed affidavit stating that the property will be posted 1 week before the X
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 & Zoning Department.'
20. 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, b~
Planning & Zoning and City Council)
21. - Other Information as Requested by Administrator, City Engineer, Planning &
Zoning Commission, or City Council.
4