HomeMy Public PortalAboutPreliminary Plat Application - Crestline EngineersCRESTLINE
E N G I N E E RS
May 24, 2021
Cynda Herrick, AICP, CFM
Valley County Planning and Zoning
219 North Main Street
Cascade, Idaho 83611
Subject: 360° Ranch — C.U.P. & Preliminary Plat Application
Dear Cynda,
Please find attached to this letter, a submittal for the 360 Ranch project located along Norwood
Road, Valley County, Idaho. The proposed development consists of a 13 -lot preliminary plat
encompassing 87.70 acres total. Included in the submittal are (10) ten copies of the following
items in the order listed:
• Valley County C.U.P & Preliminary Plat Application — 4 pages
• Valley County Application for Irrigation Plan Approval — 3 pages
• Valley County Weed Control Agreement — 1 page
• Impact Report (from Valley County Code 9-5-3-D) — 3 pages
• Preliminary Plat — 1 sheet
• Phasing Plan and Construction Timeline — 1 page
• Proposed Street Names and Lots 1" = 300' Scale — 1 figure
• Existing Physical Conditions with Preliminary Site Plan — 1 sheet
• Landscaping Plan — 1 page
• Preliminary Road, Grading, and Stormwater Management Pan — 2 sheets
• Lighting Plan — 1 page
• Wildfire Mitigation Plan — 1 page
• Adjoining Property Owners —1 page
• Record of Survey — 2 pages
• Legal Descriptions — 2 pages
Thank you for your attention to this submittal and please feel free to contact me by phone or
email at your earliest convenience should you have any questions or comments.
Sincerely,
Kyle Hickman
Construction Manager and Senior Environmental Specialist
Crestline Engineers, Inc.
323 Deinhard Lane, Suite C • PO Box 2330 - McCall, Idaho 83638 208.634.4140 • Fax 208.634.4146
www.crestiine.eng.com • info@crestiine-eng.com
Valley County Planning & Zoning Department
219 N. Main
PO Box 1350
Cascade, ID 83611
www.co.valley.id.us
Phone 208-382-7115
Fax 208-382-7119
C.U.P. &
Preliminary Plat
Application
TO BE COMPLETED BY THE PLANNING AND ZONING DEPARTMENT 0 Check# or 0 Cash
FILE # FEE $
ACCEPTED BY DEPOSIT
CROSS REFERENCE FILE(S): DATE
❑ ADMINISTRATIVE PLAT COMMENTS:
❑ SHORT PLAT
❑ FULL PLAT
When an application has been submitted, it will be reviewed in order to determine compliance with application
requirements. A hearing date will be scheduled only after an application has been accepted as complete.
The following must be completed and submitted with the conditional use permit application:
•:• A preliminary plat containing all of the necessary requirements according to the Valley County
Subdivision Regulations.
•:• A phasing plan and construction timeline.
+ One 8% x 11" -- 300 scale drawing of the proposed subdivision showing only the street names and lots.
•:• A plot plan, drawn to scale, showing existing utilities, streets, easements, ditches, and buildings.
+ A landscaping plan, drawn to scale, showing elements such as trees, shrubs, ground covers, and vines.
Include a plant list, indicating the size, quantity, location, and name (both botanical and common) of all
plant material to be used.
+ A site grading plan clearly showing the existing site topography and detailing the best management
practices for surface water management, siltation, sedimentation, and blowing of dirt and debris
caused by grading, excavation, open cuts, side slopes, and other site preparation and development.
❖ A lighting plan.
❖ A Wildfire Mitigation Plan.
❖ Names and addresses of property owners within 300 feet of the property lines. Information can be
obtained through the Assessor's Office. Only one list is required.
Ten (10) copies of the application and additional materials are required.
We recommend you review Title 9 and Title 10 of the Valley County Code online at
www.co.vallev.id.us/planning-zoning or
at the Planning and Zoning Office, 219 North Main, Cascade, Idaho.
Subject to Idaho Statute 55-22 Underground Facilities Damage Prevention.
Page 1 of 12 6-12-2017
PROPOSED SUBDIVISION NAME 3600 Ranch
APPLICANT GFL Holdings. LLC
Owner® Option Holder ❑ Contract Holder 0
APPLICANT'S SIGNATURE ��1�
APPLICANT'S MAILING ADDRESS PO Box 2554. McCall. Idaho 83638
PHONE (208) 315-5144
DATE Tl y /21
OWNER GFL Holdings. LLC PHONE (208) 315-5144
OWNER'S MAILING ADDRESS PO Box 2554. McCall. Idaho 83638
Nature of Owner's Interest in this Development? Residential Development
AGENT/REPRESENTATIVE Aaron Cramblet FAX
PHONE (208) 315-5144
AGENT/REPRESENTATIVE ADDRESS 13885 Farm to Market Road, McCall. Idaho 83638
ENGINEER Gregg Tankersley, P.E. PHONE (208) 634-4140
ENGINEER ADDRESS 323 Deinhard Lane, Suite C. PO Box 2330, McCall, Idaho 83638
1. SIZE OF PROPERTY 67.526 Acres
2. NUMBER OF ACREAGE OF ADJACENT LAND HELD BY THIS OWNER 20.17 Acres
3. ANY RESTRICTIONS ON THIS PROPERTY?
Easements to See attached Record of Survey
Deed Restrictions
Liens or encumbrances
4. LEGAL DESCRIPTION Refer tg Attached Boundary Description from Secesh Engineering, Inc.
5. TAX PARCEL NUMBER Original: RP18NO3E282405; New parcel numbers pending.
Quarter SW 1/4 Section 28 Township 18N Range 3E
6. EXISTING LAND USES AND STRUCTURES ON THE PROPERTY ARE AS FOLLOWS:
Irrigated pasture. meadow. and dry grazing
7. ARE THERE ANY KNOWN HAZARDS ON OR NEAR THE PROPERTY (such as canals, hazardous material
spills, soil or water contamination)? If so, describe and give location: None
8. ADJACENT PROPERTIES HAVE THE FOLLOWING BUILDING TYPES AND/OR USES:
North Irrigated pasture, meadow, and dry grazing
South Irrigated pasture, meadow, and dry grazing
East Irrigated pasture, meadow, dry grazing, and residential
West Irrigated pasture. meadow. and dry grazing
Page 2 of 12 6-12-2017
8a. TYPE OF TERRAIN: Mountainous 0 Rolling IXI Flat ® Timbered 0
8b. DOES ANY PORTION OF THIS PARCEL HAVE SLOPES IN EXCESS OF 15%? No
8c. DESCRIBE ANY SIGNIFICANT NATURAL RESOURCES SUCH AS ROCK OUTCROPPING, MARSHES, WOODED
AREAS: Wetlands and rock outcroppings present on property
9a. WATER COURSE:Seasonal drainage area; Mud Creek
9b. IS ANY PORTION OF THE PROPERTY LOCATED IN A FLOODWAY OR 100-YR FLOODPLAIN?
Information can be obtained from the P&Z Office. Include a map if yes. No
9c. ARE THERE WETLANDS LOCATED ON ANY PORTION OF THE PROPERTY? Yes
9d. WILL ANY PART OF THE PROPERTY BE SUBJECT TO INUNDATION FROM STORMWATER OVERFLOW OR
SPRING MELTING RUN-OFF? No
10a. NUMBER OF EXISTING ROADS: 0
Width Private or Public?
Are the existing road surfaces paved or graveled?
10b. NUMBER OF PROPOSED ROADS: 1 Proposed width: 28' gravel or 24' paved
Will the proposed roads be publicly or privately maintained? Privately
Proposed road construction: Gravel ® Paved 0
11a. EXISTING UTILITIES ON THE PROPERTY ARE AS FOLLOWS:
Overhead power and irrigation
lib. PROPOSED UTILITIES: Septic, individual well, power, and communications.
Proposed utility easement width 12' Location Adjacent to ROW
12a. SOLID WASTE DISPOSAL METHOD: Individual Septic
Central Sewage Treatment Facility 0
12b. POTABLE WATER SOURCE: Public 0 Water Association 0
If individual, has a test well been drilled? Nn Depth Flow _
Nearest adjacent well ID # 460613 Depth 160'
13. ARE THERE ANY EXISTING IRRIGATION SYSTEMS? Yes
Individual IXI
Purity Verified?
Flow 25
Are you proposing any alterations, improvements, extensions or new construction?
If yes, explain: TBD
14. DRAINAGE (Proposed method of on -site retention): Roadside swales & on -site detention basins
Any special drains? No (Please attach map)
Soil type (Information can be obtained from the Soil Conservation District):Archable/Gestrin/Melton Loa
15. WILL STREETS AND OTHER REQUIRED IMPROVEMENTS BE CONSTRUCTED PRIOR TO THE RECORDING
OF THE FINAL PLAT? Yes. and/or financial assurances
If not, indicate the type of surety that will be put up to ensure the construction of the improvements
within one (1) year from the date of filing the plat:
Page 3 of 12 6-12-2017
16. OUTLINE OF PROPOSED RESTRICTIVE COVENANTS:
Setbacks: Front County Minimum
Mobile homes allowed? No
Sides County Minimum Rear County Minimum
Minimum construction value N/A Minimum square footage N/A
Completion of construction required within 1.5 Days ❑ Months ❑ Years
Resubdivision permitted? Yes, one split per lot with approval of HOA first and then P&Z
Other
17. LAND PROGRAM:
Acreage in subdivision 67.526
Typical width and depth of lots 406' x 333'
Number of lots in subdivision 20
Typical lot area 3.05 Acres Minimum lot area 1.42 Acres
Maximum lot area 6.63 Acres
Lineal footage of streets 2,550 LF Average street length/lot 331 LF, Excluding Flags
Percentage of area in streets 2.44
Percentage of area of development to be public (including easements) 0
Maximum street gradient 6%
Indicate if subdivision is to be completely developed at one time; if not, describe stages
Refer to Phasing Plan and Construction Timeline.
18. COMPLETE ATTACHED PLAN FOR IRRIGATION.
19. COMPLETE ATTACHED WEED CONTROL AGREEMENT.
20. COMPLETE ATTACHED IMPACT REPORT. It must address potential environmental, economic, and social
impacts and how these impacts are to be minimized.
Page 4 of 12 6-12-2017
VALLEY COUNTY
PLANNING & ZONING DEPARTMENT
219 North Main Street
PO Box 1350
Cascade, ID 83611
Phone 208-382-7115
Fax 208-382-7119
www.co.valley.id.us
APPLICATION FOR IRRIGATION PLAN APPROVAL
submitted with C.U.P. & Subdivision Applications
(Idaho Code 31-3805)
Applicant(s): GFL Holdings, LLC
PO Box 2554
McCall, Idaho 83638
Mailing Address
Telephone Numbers: (208) 315-5144
City, State Zip
Location of Subject Property: Norwood Road and Johnson Lane, McCall, Idaho 83638
(Property Address or Two Nearest Cross Streets)
Assessor's Account Number(s): RP 18NO3E2824051TBD Section 28 Township 18N Range 3E
C.U.P Number:
This land: ® Has water rights available to it
Is dry and has no water rights available to it. If dry, please sign this document and
return to the Planning & Zoning Department as part of your application.
Idaho Code 31-3805 states that when all or part of a subdivision is "located within the boundaries of an
existing irrigation district or canal company, ditch association, or like irrigation water deliver entity ... no
subdivision plat or amendment to a subdivision plat or any other plat or map recognized by the city or
county for the division of land will be accepted, approved, and recorded unless:"
A. The appropriate water rights and assessment of those water rights have been transferred from
said lands or excluded from an irrigation entity by the owner; or
B. The owner filing the subdivision plat or amendment to a subdivision plat or map has provided for
the division of land of underground tile or conduit for lots of one acre or less or a suitable system
for lots of more than one acre which will deliver water to those land owners within the subdivision
who are also within the irrigation entity with the appropriate approvals:
1. For proposed subdivisions located within an area of city impact, both city and county zoning
authorities must approve such irrigation system in accordance with 50 -the irrigation system.
2. For proposed subdivisions outside of negotiated areas of city impact, the delivery system
must be approved by the Planning and Zoning Commission and the Board of County
Commissioners with the advice of the irrigation entity charged with the delivery of water to
said lands.
Page 5 of 12 6-12-2017
To better understand your irrigation request, we need to ask you a few questions. A list of the map requirements
follows the short questionnaire. Any missing information may result in the delay of your request before the Planning
and Zoning Commission and ultimately the approval of your irrigation plan by the Board of County Commissioners as
part of final plat approval.
1. Are you within an area of negotiated City Impact?
Yes X No
2. What is the name of the irrigation and drainage entities servicing the property?
Irrigation: Lake Irrigation District
Drainage: Unknown
3. How many acres is the property being subdivided? 67.526 Acres
4. What percentage of this property has water? TBD
5. How many inches of water are available to the property? TBD
6. How is the land currently irrigated? ® surface ❑ sprinkler ❑ irrigation well
❑ above ground pipe ❑ underground pipe
7. How is the land to be irrigated after it is subdivided? TBD
❑ surface ❑ sprinkler ❑ irrigation well
❑ above ground pipe ❑ underground pipe
8. Please describe how the head gate/pump connects to the canal and irrigated land and where ditches &/or pipes go.
9. Is there an irrigation easement(s) on the property? ® Yes 0 No
10. How do you plan to retain storm and excess water on each lot? TBD
11. How do you plan to process this storm water and/or excess irrigation water prior to it entering the established
drainage system? (i.e. oil, grease, contaminated aggregates) TBD
Page 6 of 12 6-12-2017
Irrigation Plan Map Requirements
The irrigation plan must be on a scalable map and show all of the irrigation system including all supply and drainage
structures and easements. Please include the following information on your map:
❑ All canals, ditches, and laterals with their respective names.
❑ Head gate location and/or point of delivery of water to the property by the irrigation entity.
❑ Pipe location and sizes, if any
❑ Rise locations and types, if any.
❑ Easements of all private ditches that supply adjacent properties (i.e. supply ditches and drainage ways).
0 Slope of the property in various locations.
❑ Direction of water flow (use short arrows on your map to indicate water flow direction —1" ).
❑ Direction of wastewater flow (use long arrows on your map to indicate waste water direction ).
❑ Location of drainage ponds or swales, if any where wastewater will be retained on property
® Other information: Water Rights Transfer Plan Is pendina
Also, provide the following documentation:
❑ Legal description of the property.
❑ Proof of ownership.
❑ A written response from the irrigation entity and/or proof of agency notification.
❑ Copy of any water users' association agreement currently in effect which shows water schedules and
maintenance responsibilities.
❑ Copy of all new easements ready for recording (irrigation supply and drainage).
❑ If you are in a city area of impact, please include a copy of the approvals by the city planning and zoning
commission and city council of your irrigation plan.
Applicant Acknowledgement==============
I, the undersigned, agree that prior to the Planning and Zoning Department accepting this application, I am responsible
to have al! the required information and site plans.
I further acknowledge that the Irrigation system, as approved by the Planning and Zoning Commission and ultimately
the Board of County Commissioners, must be bonded and/or installed prior to the recording of the plat or building
permit.
Signe
Date: S ./ Z `l / 2/ -
Applicant / Property Owner (Application Submitted)
Page 7 of 12 642.2017
VALLEY COUNTY
WEED CONTROL AGREEMENT
The purpose of this agreement is to establish a cooperative relationship between
Valley County and the undersigned Cooperator to protect the natural and economic
values in the Upper Payette River watershed from damages related to the invasion
and expansion of infestations of noxious weeds and invasive plants. This is a
cooperative effort to prevent, eradicate, contain and control noxious weeds and
invasive plants on public and private lands in this area. Factors related to the
spread of weeds are not related to ownership nor controllable at agency
boundaries. This agreement formalizes the cooperative strategy for management
of these weeds addressed in Valley County's Integrated Weed Management Plan.
In this continuing effort to control Noxious Weeds, Valley County Weed Control
will consult with the undersigned Cooperator and outline weed identification
techniques, present optional control methods and recommend proper land
management practices.
The undersigned Cooperator acknowledges that he/she is aware of any potential or
real noxious weed problems on his/her private property and agrees to control said
weeds in a timely manner using proper land management principles.
COOPERATOR
GFL Holdings, LLC
PO Box 2554
McCall, Idaho 83638
Date: 6121-1/2
By:
Valley County Weed Control
Date:
Page 8 of 12 6-12-2017
IMPACT REPORT (from Valley County Code 9-5-3-D)
You may add information to the blanks below or attach additional sheets.
❖ An impact report shall be required for all proposed Conditional Uses.
❖ The impact report shall address potential environmental, economic, and social impacts
and how these impacts are to be minimized as follows:
1. Traffic volume, character, and patterns including adequacy of existing or proposed street
width, surfacing, alignment, gradient, and traffic control features or devices, and
maintenance. Contrast existing with the changes the proposal will bring during construction
and after completion, build -out, or full occupancy of the proposed development. Include
pedestrian, bicycle, auto, and truck traffic.
The new 28' wide gravel road will accommodate twenty (20) residential housing lots and
may be paved at a later date if determined to be feasible. The roadway gradient is minimal,
will be constructed to Valley County standards, and will be aligned within the ROW and
access easement. A 24' wide (clear space between guard rails) bridge at the crossing of the
Clara Foltz ditch will also be constructed as part of the roadway improvements. The
owner(s) will be responsible for maintaining the roadway for the shared access. A moderate
increase in traffic flow will occur during construction activities.
2. Provision for the mitigation of impacts on housing affordability.
The primary purpose for subdividing the property is to create residential lot development
opportunities in an area that historically has had very few. It is anticipated that the
affordability of the lots will be comparable to other similar developments within Valley
County.
3. Noise and vibration levels that exist and compare to those that will be added during
construction, normal activities, and special activities. Include indoor and outdoor, day and
night variations.
Short term increase in daytime noise and vibration levels will occur during the construction
process. There will be minimal noise increase due to traffic flows post -construction. Noise
generated by the daily ongoings of residential dwellings will persist after residential
development.
4. Heat and glare that exist and that might be introduced from all possible sources such as
autos in parking areas, outdoor lights, water or glass surfaces, buildings, or outdoor
activities.
Short term increase in glare during the construction process due to equipment present. No
permanent changes to heat or glare will be observed as a result of the roadway construction
and proposed improvements once completed. Post residential home construction changes
in heat and glare will occur due to buildings, homes, and vehicles and will conform to Valley
County standards at that time.
5. Particulate emissions to the air including smoke, dust, chemicals, gasses or fumes, etc. both
existing and what may be added by the proposed uses.
Little to no net change in particulate emissions are expected outside of dust potential due to
traffic on gravel roadway.
Page 9 of 12 6-12-2017
6. Water demand, discharge, supply source, and disposal method for potable uses, domestic
uses, and fire protection. Identify existing surface water drainage, wetlands, flood prone
areas and potential changes. Identify existing ground water and surface water quality and
potential changes due to this proposal.
Private well water supply will furnish water to properties for domestic, irrigation, and fire
protection purposes. If wetland impacts are determined necessary for the private roadway
construction, they will be permitted as required. Stormwater management associated with
the roadway will be addressed per Valley County standards.
7. Fire, explosion, and other hazards existing and proposed. Identify how activities on
neighboring property may affect the proposed use.
Construction of the roadway will serve as a firebreak and provide fire department access to
the properties where currently there are no roads or access for fire suppression.
8. Removal of existing vegetation or effects thereon including disturbance of wetlands, general
stability of soils, slopes, and embankments and the potential for sedimentation of disturbed
soils.
Existing vegetation removal mostly limited to removal of pasture/native grasses for roadway
establishment and any impacts to wetland areas will be permitted accordingly with United
States Army Corps of Engineers.
9. Include practices that will be used to stabilize soils and restore or replace vegetation.
Areas disturbed during construction activities on the site will be re -stabilized with hard
surface and re-vegetation/landscaping efforts.
10. Soil characteristics and potential problems in regard to slope stability, embankments,
building foundation, utility and road construction. Include suitability for supporting proposed
landscaping.
There are no anticipated problems with existing soil suitability. Roadway construction will be
supported by appropriate imported backfill material to stabilize sections as needed. Topsoil
may be added to surface restoration areas to supplement existing soil conditions as needed
for growth.
11. Site grading or improvements including cuts and fills, drainage courses and impoundments,
sound and sight buffers, landscaping, fencing, utilities, and open areas.
The site plan calls for creating cuts and fills for the roadway and vegetated stormwater
swales and or detention basins if determined necessary. Fencing and other sight buffers will
be addressed as part of the CC&Rs.
12. Visibility from public roads, adjoining property, and buildings. Include what will be done to
reduce visibility of all parts of the proposal but especially cuts and fills and buildings.
Include the effect of shadows from new features on neighboring property.
Future residential structures may be visible from adjacent roadways and adjoining properties
depending on construction and will conform to Valley County standards at that time.
13. Reasons for selecting the particular location including topographic, geographic and similar
features, historic, adjoining land ownership or use, access to public lands, recreation,
Page 10 of 12 6-12-2017
utilities, streets, etc., in order to illustrate compatibility with and opportunities presented by
existing land uses or character.
Site selection was based upon the availability of land with convenient access to McCall and
Valley County. Access to recreational activities is desirable within the area including close
proximity to the McCall Activity Barn Recreational Area. The site is adjacent to other
residential properties with similar land use.
14. Approximation of increased revenue from change in property tax assessment, new jobs
available to local residents, and increased local expenditures.
Upon completion of the improvements, including the residential homes, the taxable value
will increase over the value of existing pastureland.
15. Approximation of costs for additional public services, facilities, and other economic impacts.
Demand on public services such as public -school systems, Fire, and EMS for the
development is anticipated to be minimal.
16. State how the proposed development will impact existing developments providing the same
or similar products or services.
The proposed development will provide additional residential development lots in an area
which historically has had very few opportunities.
17. State what natural resources or materials are available at or near the site that will be used in
a process to produce a product and the impacts resulting from the depletion of the resource.
Describe the process in detail and describe the impacts of each part.
N/A
18. What will be the impacts of a project abandoned at partial completion?
The development will increase the value, access, and utility of the property. If the project is
abandoned, the remaining improvements will benefit another residential project.
19. Number of residential dwelling units, other buildings and building sites, and square footage
or gross non-residential floor space to be available.
Twenty (20) individual lots will be available for future residential development.
20. Stages of development in geographic terms and proposed construction time schedule.
The stages of construction depend on the availability of building materials, contractors,
surveyors, and utility companies' scheduling. The project timing is subject to market
changes and financing, but it is expected that the project will be completed by no later than
the end of 2025. See attached Phasing Plan and Construction Timeline.
21. Anticipated range of sale, lease or rental prices for dwelling units, building or other site, or
non-residential floor space in order to insure compatibility with adjacent land use and
development.
Lot prices are expected to be competitive with other similar improvements in the County.
Page 11 of 12 6-12-2017
Phasing Plan and Construction Timeline
360° Ranch
•
This phasing timeline is dependent upon the availability of funds, contractors, surveyors, and
scheduling of utility companies. We currently believe that the following schedule can be
achieved within reasonable expectations.
Phase 1— 2021 through 2022, Lots 1 - 4
Gravel roadway construction.
Roadway drainage improvements and grading.
Fire protection water storage tank installation_
Phase 2 — 2022 through 2025, Lots 5 — 20
Bridge Construction.
Gravel roadway construction.
Roadway drainage improvements and grading.
By: v Date: 512 yh/
Aaron Cramblet
Aaron Cramblet
Lighting Plan
360° Ranch
The roadway will have no lighting. Residential dwellings will be fitted with external lighting
secured to buildings conforming to Valley County standards.
Date: 572-1-// 11
Wildfire Mitigation Plan
360° Ranch
The roadway itself is a form of wildfire mitigation providing a long firebreak. The roadway will
also provide emergency vehicle access to the property for fire suppression efforts. Development
of roadways will conform to standards for required tum arounds and access points.
The subdivision will have a 30,000 -gallon water storage tank per local Fire District requirements.
Site re -vegetation efforts will consist of native grasses, sod, landscaping, and grading to
improve upon existing irrigated grazing land conditions to further mitigate wildfire.
alf ----. Date: $"/Zy/ 71
Aaron Cramblet
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RE CORD OF SURVEY
ValieY County. State of Idaho
DEBOER and MIRROR POND. LLC
THE McCALL RANCH
5elmt . m
S.ctsls 2e e nd 29, 1. Ia N.. A. 3 E .. 5 .14 .
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LEGEND
ck enl b oundary line
section Ereot,dawn lines
edge of Ir oveled may
proposed easem ent tines
-. .— a misting lanc e O nes
found m onument as noted
+ found R.O. W. monument
la pone, pole
m
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found 5/8' rebor
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ds hereby oAifr !hot this pl at wee pr.pmea Iron
notes teen do n m school Posey no de u nder my
sired s up ervision 6r Aprt_ 'Joy of 2020. std put R
eene et5 repr e.e nte the poi nts . moon s a rt eiasa nen
a1 r et arded in acid rw4d eol.s.
SHEET2of4 "-
1= ap a=nu Mad rwec.Plr
mu 14.c IMI I IMMO
SECESH ENGINEERING, INC.
335 Deinhard Lane, Suite 1
P.O. Box 70
McCaII, ID 83638
208-634-6336 • FAX 208-634-6322.
BOUNDARY DESCRIPTION
360 RANCH SUBDIVISION
A parcel of land, located in Section 28 T.18N., R.3E., B.M., more particularly described as
follows:
COMMENCING at the west 1/4 corner of said Section 28 as shown on a Record of Survey
filed in Book 14 at Page 25 of Surveys, Records of Valley County, Idaho; thence, along the
west line of said Section 28,
A.) S.0°27'38"W., 125.25 feet to the POINT OF BEGINNING; thence,
departing said section line,
1.) S.89°56' 14"E., 473.28 feet to a point in Clara Foltz Ditch; thence, along said
ditch,
2.) along a curve to the right having a radius of 90.00 feet, an arc length of
108.32 feet, through a central angle of 69°17'06", and a chord bearing and
distance of N.36°39'50"E., 102.32 feet; thence,
3.) N.71°18'23"E., 392.59 feet; thence,
4.) N.71°I 6'43"E., 864.91 feet to the beginning of a tangent curve; thence,
5.) along said curve to the right having a radius of 470.00 feet, an arc length of
116.66 feet, through a central angle of 14°13'17", and a chord bearing and
distance of N.78°23'21"E., 116.36 feet; thence, tangent from said curve,
6.) N.85°30'00"E., 136.76 feet to the beginning of a tangent curve; thence,
7.) along said curve to the right having a radius of 425.00 feet, an arc length of
583.75 feet, through a central angle of 78°41 '53", and a chord bearing and
distance of S.55°09'04"E., 538.94 feet; thence, tangent from said curve,
8.) S.15°48'07"E., 55.19 feet; thence, departing said ditch,
9.) S.89°16'57"E., 167.74 feet; thence,
1
10.) S.0°26'28"W., 1284.56 feet to a point in said Clara Foltz Ditch; thence, along
said ditch,
11.) N.77°21 '46"E., 71.86 feet; thence, departing said ditch,
12.) S.0°26'28"W., 90.53 feet; thence,
13.) N.89°52'24"W., 487.46 feet; thence,
14.) N.68°23'29"W., 1258.26 feet; thence,
15.) N.18°43'22"W., 345.21 feet to the beginning of a non -tangent curve; thence,
16.) along said curve to the right having a radius of 68.00 feet, an arc length of
172.10 feet, through a central angle of 145°00'46", and a chord bearing and
distance of S.63°1 7'26"W., 129.71 feet to the beginning of a reverse curve;
thence,
17.) along said curve to the left having a radius of 35.00 feet, an arc length of
41.93 feet, through a central angle of 68°38'52", and a chord bearing and
distance of N.78°31 '37"W., 39.47 feet; thence, tangent from said curve,
18.) S.67°08'57"W., 83.51 feet to a point in said Clara Foltz Ditch; thence, along
said ditch,
19.) 5.23°08'27"E., 222.26 feet to the beginning of a tangent curve; thence,
20.) along said curve to the right having a radius of 72.00 feet, an arc length of
191.38 feet, through a central angle of 152°17'57", and a chord bearing and
distance of 5.53°00'32"W., 139.81 feet; thence, tangent from said curve,
21.) N.50°50'30"W., 197.29 feet to the beginning of a tangent curve; thence,
22.) along said curve to the left having a radius of 520.00 feet, an arc length of
91.28 feet, through a central angle of 10°03'26", and a chord bearing and
distance of N.55°52' 13"W., 91.16 feet; thence, tangent from said curve,
23.) N.60°53'56"W., 470.35 feet to a point on the west line of said Section 28;
thence, along said section line,
24.) N.0°27'38"E., 378.88 feet to the POINT OF BEGINNING.
CONTAINING 66.88 Acres, more or less.
2
PROJECT
LOCATION
1
CRESTLINE
ENGINEERS
323 DEINHARD LANE. SUITE C • PO BOX 2330
McCALL IDAHO 83638
208.634.4140 • 208.634.4146 FAX DATE
360 RANCH
VALLEY COUNTY, IDAHO
PROPOSED SUBDIVISION STREET NAMES AND LOT
PROJECT 20037
5/24/2021
DRAWN I FIGURE NO.
AMD I 1 OF 1
NOTES:
a
a
1
1
1
1.
360 RANCH IS LOCATED IN;
SECTIONS 28 AND 29
T. 18N, R.3E. B M.
VALLEY COUNTY IDAHO
2. THE SUBDIVIDER OF THIS PROPOSED DEVELOPMENT 16:
CFI. HOLDINGS, LLC
PO BOX 2554
MCCALL, IDAHO 63538
3. THE LAND SURVEYOR OF THIS PROPOSED DEVELOPMENT I5:
SECESH ENGINEERING, INC.
335 DEINHARD LANE, SURE 1
PO BOX 70
MCCALL, ID 83638
4 THE EXISTING ZONING IS AGRICULTURAL
5. THE TOTAL AREA FOR THE SITE IS APPROXIMATELY 187.70
ACRES, THE REMAINDER PARCEL AREA TO 80 SEPERATED
FROM THE SITE 15 APPROXIMATELY 320.17 ACRES. THE
TOTAL PROPERTY AREA FOR THE SUBDIVISION IS ±66.58
ACRES.
6. REFER 70 EXHIBIT NO. EX -1 FOR EXISTING CONDITIONS
AND TOPOGRAPHY.
DEVELOPMENT DATA:
PROPERTY AREA
PRIVATE RIGH T-OF-WAY AREA
LOTS) AREA
OPEN SPACE AREA
LEGEND:
66.56 ACRES
4.43 ACRES
61. 32 ACRES
0.81 ACRES
S ITN Is
PROPERTY BOUNDARY
ADJACENT PROPERTY UNE
RIGHT-OF-WAY
ROAD CENTER UNE
SECTION UNE
QUARTER SECTION UNE
SDTTEENTH SECTION UN E
EXISTING EASEMENT UNE
PROPOSED LOT UNE
PROPOSED EASEM ENT UNE
PHASE UNE
/
/
/
/
/
/ /
/ /
/
/ /
/
/
/ /
/ /
/
/
/
/
/
PROPERTY UNE TABLE
UNE
LENGTH
BEARINGSTART
NORTHING
START
EASING
END
NORTHING
ENO
FASTING
11
55.19
515' 48' 07.00'0
1167339. 39
2534736.83
1167286.29
2534751. 86
L2
71.86
N7T 21' 46.00'0
1165999. 57
2534909.70
1166015.39
2534979.82
L3
90.53
50' 26' 28.00'W
1166015.39
2534979.82
1155924,86
2534979.12
L4
83.51
S67' 08' 57.00.W
1166665.80
2533056.47
1166633. 37
2532979.52
PROPERTY CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
DIRECTION
CHORD
LENGTH
C1
108.84
90. 00
69.29
1436' 39' 181E
102. 33
C2
116.66
470. 00
14. 22
N78' 23' 21'E
115. 36
C3
583.75
425. 00
78. 70
S55' 09' 04" E
538.94
C4
172. 10
68. 00
145.01
563' 17' 26'W
129. 71
C5
41. 93
35.00
68.65
N78' 31' 37" W
39. 47
C5
191.36
72.00
152. 30
553' 00' 32'W
139.8I
C7
91.26
520.00
10.06
N55' 52' I7'W
91.14
o to
pa 1�
1.42 AC " 4
.\ op F' 1. 87 AD
\ \ ` OFEI-'1 - . _229. _ -IDOL-
,
5 E ( ! err 3.06 AC
569' 56' 0
223 ' 473. • 213'
1 k
�\ >1
PROPOSED 12' SNOW AN0
UTILI TY EASEMENT
1
2
326
\ 12'
.47.6,41,\b, 1.47 AC
•
\V \ ` •1. \ %S.
\
REMAINDER
20.17 AC
IP. *°s1 ID
r
a
ASS
7
3.08 AC
9
2. 77 AC
19 w°
3. 32 AC
\\\ 1.58 AC \ ,iA
\71` 1
'46.4. 1 y1++ 1
'AeN 1 f
��--// 1 \?r
' 3. 83 AC
50'
2.97 AC
A.
^'68 zae,
ae w
EXISTING 50' IRRIGATION
EASEMENT
rCZ'res-30'13C16'._ °•
▪ %▪ 4\
� `• • EXISTING 20' POWER
10 \ \\ EASEMENT TO BE
\ ABANDONED
3.22 AC \ \\
20'
4J0.
15
5.53 AC
PROPOSED
20' IRRIGATION
EASEMENT
h 9' 1
7" E
EN SPACE
4.61 AC I
I
113'
12
5 .94 AC
\ \
> 7 1 '
11
^I�
PROPOSED 30' SNARED
ACCESS EASEMENT
/
/
/
/ /
/ /
(T)
NORTH
O 75 150 300 450
1 =I
SCAL E 1' - 150'
NO.
REVISION BY DATE
VALLEY COUNTY LAND USE APPLICATION SUMITI AL
AM O 5124(2021
DESIGN
GTT
DRAWN
AMD
CHECKED
GT1'
APPROVED
GT1'
C CRESTLINE
ENGINEERS
323 DEINHARD LANE, SUITE C • PO BOX 2330
McCALL, IDAHO 83638
208.634.4140 • 208 .634.4146 FAX
360 RANCH
VALLEY COUNTY, IDAHO
PRELIMINARY PLAT
VERIFY SCALE
6A6 I$ CNE 1NCH ON
FULL SIZE DIUI NNO
0 1•
PROJECT 20037
D ATE 5124(2021
DRAWING NO.
EX -1
SHEET NO .
1 OF 4
k
f
1
8
NOTES:
1. E XITING PROPERTY BOUNDARIES. BASE MAP AND
TOPOGRAPHY DATA AS SHOW N ON THIS PLAN ARE BASED
UPON SURVEY DATA PROVIDED BY SECESH ENGINEERING,
INC.
2. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
COMPLETENESS OR ACCURACY OF THE EXISTENCE OF
OBJECTS OR UTILITIES SHOWN ON THESE DRAW INGS AS THE
INFORMATION HAS BEEN OBTAINED FROM 506RCES OF
VARYING RELIABILITY.
3. THE PROPERTY SLOPES ACROSS THE SITE ARE
APPROXIMATELY 2% TO 8%. THE SOILS LOCATED ON THE
PROPERTY CONSISTS OF ARCHABAL/GESTRIN/MELTON LOAM.
4. THE PROJECT IS LOCATED IN:
QVPaLOOOMdON
i
SECTIONS 26 AND 29
T. 1BN, R.3E. B.M.
VALLEY COUNTY IDAHO
� ll
1
1.42 AC
s TH12-20
12'
•PROPOSED 12' SNOW AND
un 1 EASEMENT 2
`\ !� 1.47 AC
. ' .
4
\1.67 AC
•
35' WIDE COUNTY ROAD
\
DEDICATED TO VALLEY COUNTY •
�`
MT -20 •�,
. -
\
\\
RIGHT-OF-W AY TO DE
TH3-20
sods
ya1�
N
l /
EXISTING CLARA FOLTZ DITCH
IRRIGATION DIVERSION HEAD GATE
(TYP. OF 4)
- ` _
- -!-
▪ l_
/
r - .
5264
I
/ REMAINDER
20. 17 AC
AA
2.17 AC
5074
5
. 3. 1AC
PROPOSED FIRE ROTECTION
ATER TANK
7
\'• \5
\
\.\
•
\ \ \\ -
6
3.06 AC
PROPOSED BRIDGE
36'Lx24'W CLEAR
BETWEEN GUARD RAJ
\ \ 5054
•
7
TH2-20.
43
5064
19
3.32 AC
2 97 AI
20
15
6.63 AC/
EXISTING 20' POWER I,
EASEMENT TO BE
ABANDONED
•//
PROPOSED 20' IRRIGATION
EASEMENT
•
LEGEND:
PEN SPACE
\0.81 AC
/6- g▪ :
07116-20
ni
0
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY UNE
EXISTING EASEMENT LINE
EXISTING CONTOUR
EDGE OF EXITING DITCH
EXISTING EDGE OF PAVEMENT
EXISTING FENCE
APPROXIMATE VIVIA NO BOUNDARY
D arr= POWER POLE
SEPTIC TEST HOLE LOCATION
PHASE UNE
EXISTING IRRIGATION DIVERSION/HEAD
GATE
PROPOSED 30' SHARED
ACCESS EASDAENT
REVISION
BY
DATE
DESIGN
GTT
NORTH
SC ALE 1" 100'
300
1
VALLEY COUNTY LAND USE APPLICATION SUMITTAL
AMO
DRAWN
AMD
GTT
APPROVED
CCRESTLIN E
E NGINEERS
323 DEINHARD LANE , SUITE C PO BOX 2330
McCALL. IDAHO 83638
208 634.4140 208.634.4146 FAX
360 RANCH
VALLEY COUNTY, IDAHO
EXISTING PHYSICAL CONDITIONS WITH SITE PLAN
VERIFY SCALE
WA 3 OK INCHON
PR OJECT
20037
DATE
5124/2021
ORAWtNG NO .
SHEET NO.
J
Landscaping Plan
360° Ranch
Currently there are no specific plans for landscaping within the development. All areas disturbed
during the construction process will be re -vegetated utilizing native grasses, sod, landscaping,
or any combination of the above. An entryway feature into the subdivision is anticipated and the
design will be submitted for review prior to construction if determined necessary.
By Date: 6/zyl zi
Aaron Cramblet
a
8
r
r
9
GRADING AND DRAINAGE NOTES: LEGEND:
1. STORMW ATER MANAGEMENT TO BE COMPLETED ONSTTE USING
VEGETATED SW ALES AND SURFACE DETENTION IF NECESSARY.
2. PRELIMINARY STORM WATER CALCULATIONS CAN BE PROVIDED
UPON REQUEST.
3. THE GRADING AND STORM WATER MANAGEMENT AS SHOWN ON
THIS DRAW ING IS CONCEPTUAL FINAL CONSTRUCTION
DRAWINGS SHOWING DETAILED DESIGN WILL BE SUBMITTED
FO R REVIEW AND APPROVAL BY VALLEY COUNTY PRIOR TO
THE START OF ANY PROJECT CONSTRUCTION.
4. STORLIWATER M ANAGEMENT INCLUDING EROSION AND
SEDIMENT CONTROL FOR THE PROJECT WILL. BE
IMPLEMENTED PER VALLEY COUNTY REQUIREMENTS.
5. REFER TO THE "STATE OF IDAHO. CATALOG OF STORMWATER
BEST MANAGEMENT PRACTICES FOR IDAHO cmEs AND
COUNTIES" FOR FURTHER DETAILS ON BHP IMPLEMENTATION
AND INSTALLATION.
6. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE
INSTALLED PRIOR TO THE START OF ANY PROJECT
CONSTRUCTION OR EARTH DISTURBING ACTIVITIES AND
SHOULD REMAIN IN PLACE UNTIL ALL DISTURBED/EXPOSED
AREAS HAVE BEEN STABILIZED AND/OR REVEGETATED.
5110
5100
5090
5050
5070
5060
5050
1~O
0
I
1
10+0 I I
—kr I.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER
INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL BMP'S IN ACCORDANCE WITH LOCAL.
STATE AND FEDERAL REQUIREMENTS.
6. WORK ACTR/ITIES SHALL TAKE PLACE W ITHIN THE CLEARING
LIMITS AS SHOWN ON THIS PLAN. CONTRACTOR SFIALL
PRESERVE NATURA L VEGETATION OUTSIDE OF CLEARING
LITS.
9. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT
CONTROL MEASURES INCLUDING INSTALLATION, MAINTEN ANCE.
REPLACEMENT. AND UPGRADING OF THIS PLAN IS THE
RESPONSIBILITY OF THE CONTRACTOR UN TIL ALL PROJECT
CONSTRUCTION 15 COMPLETED AND APPROVED BY THE
OWNER. THE OWNER SHALL BE RESPONSIBLE FOR ALL
M AINTENANCE AFTER TH E PROJECT 15 APPROVED.
10. IN GENERAL ALL SITE GRADING ADJACENT TO NEW BUILDING
STRUCTURES SHAD. BE SLOPED TO DRAIN AWAY FROM THE
BUILDING AT A MINIMUM OF 1.5% W HARDSCAPE AREAS
AND 4% IN LANDSCAPE AREAS. AREAS BETWEEN NEW
STRUCTURES AND PROPERTY BOUNDARIES W ILL BE SLOPED
TO KEEP STORMWATER ON SITE AND RELEASED INTO
EXISTING LANDSCAPED AREAS_
11+UU 4 T, 4IX1 1s +D0
I-• —44+4
APPROXIMATE LOCATION OF
PROPOSED CULVERT
VEG
— _
LOT 2
PROPERTY BOUNDARY
sow- EXISTING CONTOUR
_15010- PROPOSED CONTOUR
PROPOSED GRAVEL ROADWAY
— . . . — PROPOSED DRAINAGE SWALE/FLOW UNE
VEG PRESERVE EXISTING VEGETATION
PROPOSED CULVER T
SILT FENCE
--- CLEARING/CONSTRUCTION LIMITS
\
PHASE BOUNDARY
+
W
y
+
LOT 5
+ W
+ 7l)
W
+
HIGH PT STA - 14+65.00
APPROXIMATE LOCATION OF /
PROPOSED CULVERT /
.."' ""• •• • S-•••• ""
PROPOSED BRIDGE
36'LI124'W CLEAR BETWEEN GUARD RAJ
•
/
LOT/6
LOT 19
1
In
•
LOT 7
/A4F /CVEG}..•
APPROXIMATE LOCATION OF -
PROPOSED CULVERT
ct
G1 -
GL _--
LOT 18
NORTH
0 25 50
NIGH PT LL0V
PVT STA -
P11 ELEV
AD w
K -
I50. 00'
.. 3D/0.0n-LOW
15+ 00.00
- 5079. 46
-5. 00%
30.00
VC
R
PT LL7
PV1 STA 1
PN ELEV
AD -
K -
200.C]'
- 2U Otl.Dn
19+00.00
- 5068.21
5. 50%
36.36
VC
r um PI L1.t
PV1 STA -
P11 ELEV
AD -
K -
150.00'
of - JU/H.tl<JI
23+00 .00
• 5050.21
-3.50%
42.96
VC
g
g
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II
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in
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rt
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APPROXIM ATE
PROPOSED
LOCATION
:LILVERT
OF
EXISTING
GROUND
L T
. '
✓
Y
cam
0 GROUND ELEVATION
AT
CENTERLINE
HORIZONTAL SCALE: " - 50'
VERTICAL SCALE: I' - 1Q' /_.:sMEDGATITcTE
(VERIFYPERSHEETSIZE)
TBD
ROAD
APPROXI MATE
PROPOSED
LOCATION
CULVERT
OF
5070.5
5071.5
0 ZLOS
9Y'ILOS
^ 04 pnp
1!]
o
1f1 wn
5074. 0
5075. 46
_ 5075.0
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0
m !, ❑
Sri 'r ph .ipo . rlp n. Cps �a� �g a�
Sri § yj Ell r 10 s g -
m d,
o
§ Y'1
10+ 00
11+00
12+00
13+ 00
14+00
15+0D
16+00
17+00
18+00
19 +00
20 +00
21 1 00
22*OD
23+00
100
SCALE: 1" - 50'
5110
5100
5090
5060
5070
5050
5050
24+00
C1/4.
150
NO.
REVISION
BY
DATE
VALLEY COUN TY LAND USE APPLICATION SUMITTAL
AA1D
5124/2021
DESIG N
GTVAMO
DRAWN
AMD
CHECKED
GTT
APPRO VED
GTT
C CRESTLINE
ENGINEERS
323 DEINHARD LANE, SUITE C PO BOX 2330
McCALL, IDAH O 83638
208.634.4140 • 208.634 4146 FAX
360 RANCH
VALLEY COUNTY, IDAHO
PRELIMINARY ROAD, GRADING AND
STORMW ATER MANAGEMENT PLAN - 1
VERIFY SCALE
BAR IS O NE INCH ON
FULL 5I2[ DRAWN;
0 1
PROJECT
20037
DATE
5/2412021
DRAWING NO
EX -3
SHEET NO
3 OF 4
NOTES:
1. SEE EXHIBIT NO. EX -3, SHEET 3 FOR PRELIMINARY ROAD.
GRADING. AND STORMWATER MANAGEMENT NOTES AND
LEGEND.
/
5
fi
A
LOT 6
5120
5110
5100
5090
5080
5070
5060
rn
m
.17
LOT 7
APPROXIMATE LOCATION OF
PROPOSED CULVERT
SCALE, 1' - 50'
LOT 16
LOW PT STA - 25+57.14
1
LOT 8
LOW PT STA - 27+00. 00
LOT 9
Cl
HIGH PT STA - 30+50.00
vec
}
HIGH P7 STA - 32+15 .00
LOT 10
1
0
LOT 12
LOT 11
NORTH
0 25 50
5074
100
LUW
P'1
PM
MI LLLv
STA -
ELEV
AD -
K-
200. 00'
- 7U/C. b61
25+00.00
• 5077.96
3.50%
57.14
VC
LU Yf MI LLtll
PVI STA -
PVI ELEV
AD -
K-
200. 0b'
H. .UIH 1.46
28+00.00
- 5082. 96
1.75%
14. 27
VC
Mill 19
P14
PVI
LLGV-- b ?atr/b
STA - 29+75.00
ELEV - 5090.40
AD - -3.75%
K-40. 00
150. 00' VC
_
L
Ham MI
PVI
PVI
LLLV - J]'J1.. 0
STA - 32 +75 .00
ELEV - 509
AD - -2 .507
K-80.00
200 .00' VC
.90
o
0
+
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80
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FINISHED
GRADE
EXISTING
GROUND
�_,�,
2.00X
--_
y
HORIZONTAL SCALE; - - 50'
VERTICAL SCALE: r . 10'
(VERIFY PER SHEET SIZE)
APPROXIMATE
PROPOSED
LOCATION
.ULVERT
OF
TBD
ROAD
EXISTING
/— FINISHED
GROUND ELEVATION
GRADE
AT CENTERLINE
ELEVATION
AT CENTERLINE
5079.71
5078.4
5077.5
5078.96
5077.2
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1
24+ 00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
5120
5110
5'22
5090
5080
5070
5060
36 +00 36+50
150
NO,
REVISIO N
BY
DATE
VALLEY COUNTY LAND 195E APPLICATION S,. M. TTAL
AM D
5f240 021
DESIGN
OTT/AMD
DRAWN
AN D
CHECKED
GTT
APPROVED
GTT
C CRESTLINE
EN GINEERS
323 DEINHARD LANE, SUITE C • PO BOX 2330
McCALL, IDAHO 83638
208,634 .4140 208 .634 .4146 FAX
360 RANCH
VALLEY COUNTY, IDAHO
PREL' MINARY ROAD, GRADING AND
STOR MWATER MANAGE MENT PLAN 2
VERIFY SCALE
S ARIS ONE INCH ON
FULL S]SE ORAWA AS
001INI=I�1
PROJE CT
20037
DATE
512472021
DRAWI NG NO
EX -4
SHEET N O.
4 OF 4