HomeMy WebLinkAbout2020-12-08 MFD - Pre-plat Supplement and Proposed Phasing
MERIDIAN FIRE DEPARTMENT
STAFF REPORT
DATE: 11/30/2020
TO: Sonya Allen
REVIEWER: Joseph Bongiorno, Deputy Chief of Prevention 208-888-1234
SUBJECT: H-2020-0083
PROJECT NAME: Southridge South
Fire Department Summary of Report:
Overview: This project can be serviced by the Meridian Fire Department.
1. Fire Response Time Travel time from nearest fire station (level of service expectation goal = 5 minutes)
This development falls within the 5 minute response time area as shown on the priority growth map.
It is nearest to Fire Station 6. This fire station is approximately 0.9 miles from the project.
2. Resource reliability Current reliability of closest fire station (Reliability Goal is 80% or greater)
This development is closest to Fire Station #6. Current reliability is 87% from this station and does
meet the targeted goal of 80% or greater.
3. Risk Identification Risk Factor (1=residential, 2=residential with hazards, 3=commercial,
4=commercial with hazards, 5=industrial)
This proposed commercial development has a risk factor of 2, in which current resources would not
be adequate to supply service to this propose project. Risk factors include an open waterway on the
project site. Water rescue teams would have to be mutal aided from another department. Other
hazards may be found once the development is completed.
4. Accessibility Roadway Access, traffic, Radio Coverage
This project meets all required access, road widths and turnarounds. The shared drives shall have an
address sign at each entrance and the roadways shall be maintained 365 days a year for fire, EMS and
police responses. The ends of the common driveways shall be signed “No Parking Fire Lane” per
appendix D of the 2018 IFC.
These 4 lots need special attention per the plan set:
Page 2 of 7
Per the plans submitted:
THE PLACEMENT OF THE HOME ON THIS LOT CANNOT BE DETERMINED AT THE TIME OF PRELIMINARY PLAT SUBMITTAL.
SHOULD THE LOCATION OF THE HOME REQUIRE A "HOSE LAY" EXCEEDING 150-FT FROM THE NEAREST POINT OF FIRE
TRUCK ACCESS (THE END OF THE SHARED DRIVEWAY) TO REACH THE MOST-REMOTE PORTION OF THE STRUCTURE, THE
HOME SHALL BE PROVIDED WITH RESIDENTIAL FIRE SPRINKLERS, OR AS OTHERWISE APPROVED BY THE FIRE MARSHAL..
PHASING:
The submitted phasing plan shall be followed:
If there are changes to the phasing plan they shall be approved by the fire department.
th
Phase 1 will require a secondary access that shall be built prior to the 30 building permit being issued in
Phase 1:
Page 3 of 7
5. Specialty/Resource needs
a. Aerial device needed for development (more than 30’ in height)?
i. If yes, is one available within a 12 minute travel time goal
This proposed project will not require an aerial device. The closest truck company is 7 minutes travel
time (under ideal conditions) to the proposed development, and therefore the Fire Department can
meet this need in the required timeframe if a truck company is required. This fire station is
approximately 3.3 miles from the project
b. Other specialty needs (water rescue, hazmat, and technical rescue)?
i. If yes, is one available within a 5 minute travel time?
In the event of a hazmat event, there will need to be mutual aid required for the
development. In the event of a structure fire an additional truck company will be required. This
will require additional time delays as a second truck company is not available in the city. Water
rescue teams would have to be mutal aided from another department in the event of a water
rescue.
6. Water Supply (list expectations)
Water supply for this proposed development requires 1000 gallons per minute for one hours.
(Approximate – see appendix B of the 2018 International Fire Code) The fire flow requirements may
be less if the building is fully sprinklered.
7. Other Comments
Project specific comments are listed below.
***All IFC code sections per 2018 IFC or as noted***
RESOURCE AVAILABILITY - Fire Flow and Water Supply:
1. Fire Flow: One and two family dwellings not exceeding 3,600 square feet require a fire-
flow of 1,000 gallons per minute for a duration of 1 hours to service the entire project.
One and two family dwellings in excess of 3,600 square feet require a minimum fire flow
as specified in Appendix B of the International Fire Code. Fire Hydrant spacing shall be
provided as required by Appendix C of the International Fire Code.
2. Water Supply: Acceptance of the water supply for fire protection will be by the Meridian
Fire Department and water quality by the Meridian Water Department for bacteria testing.
3. Water Supply: Final Approval of the fire hydrant locations shall be by the Meridian Fire
Department or their designee in accordance with International Fire Code Section (IFC)
507.5.4 as follows:
a. Fire hydrants shall have a Storz LDH connection in place of the 4 ½” outlet. The
Storz connection may be integrated into the hydrant or an approved adapter may be
used on the 4 1/2" outlet.
b. Fire hydrants shall have the Storz outlet face the main street or parking lot drive aisle.
c. Fire hydrants shall be placed on corners when spacing permits.
Page 4 of 7
d. Fire hydrants shall not have any vertical obstructions to outlets within 10’.
Fire hydrants shall be placed 18” above finished grade to the center of the Storz
e.
outlet.
f. Fire hydrants shall be provided to meet the requirements of the Meridian Water Dept.
Standards.
g. Show all proposed or existing hydrants for all new construction or additions to
existing buildings within 1,000 feet of the project.
4. Water Supply: Where a portion of the facility or building hereafter constructed or moved
into or within the jurisdiction is more than 400 feet (122 m) from a hydrant on a fire apparatus
access road, as measured by an approved route around the exterior of the facility or building,
on-site fire hydrants and mains shall be provided where required by the code official as
set forth in International Fire Code Section 507.5.1. For buildings equipped throughout
with an approved automatic sprinkler system installed in accordance with Section
903.3.1.1 or
903.3.1.2 the distance requirement shall be 600 feet (183).
a. For Group R-3 and Group U occupancies, the distance requirement shall be 600 feet
(183 m).
b. For buildings equipped throughout with an approved automatic sprinkler system
installed in accordance with Section 903.3.1.1 or 903.3.1.2, the distance requirement
shall be 600 feet (183 m).
ACCESSIBILITY - Fire Department Roadways, Access and Addressing:
5. Roadways: In accordance with International Fire Code Section 503.2.5 and Appendix D,
Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) in length shall be
provided with an approved area for turning around fire apparatus. Phasing of the project
may require a temporary approved turn around on streets greater than 150' in length with
no outlet. Cul-D-Sacs shall be 96’ in diameter minimum and shall be signed “No Parking
Fire Lane” per International Fire Code Sections 503.3 & D103.6. There shall be two no
parking fire lane signs on each side of the entrance to the Cul-D-Sac and one sign at the
head.
6. Roadways: When required by the Fire Marshall, “No Parking Fire Lane” signs shall be
used per appendix D of the 2018 IFC. No other signs shall be approved:
Page 5 of 7
7. Roadways: All entrances, internal roads, drive aisles, and alleys shall have a turning radius
of 28’ inside and 48’ outside, per International Fire Code Section 503.2.4.
8. Roadways: All common driveways shall be straight or have a turning radius of 28’ inside
and 48’ outside and have a clear driving surface of 20’ in width capable of supporting an
imposed weight of 80,000 GVW, per International Fire Code Section 503.2.
9. Roadways: All common driveways and alleys shall be maintained at all times for access
by fire, police and EMS at all times of the year.
10. Roadways: Requirements for dead-end fire apparatus access roads that are between 500’-
750’ in length are as follows: 1) Roadways shall be built to Ada County Highway District
cross section standards and have a clear driving surface of 26-feet in width available at all
times and shall have no parking. Both sides of the street shall be signed “No Parking Fire
Lane” per appendix D of the IFC; 2) Streets less than 32-feet in width shall have no parking
on one side. One side of the street shall be signed “No Parking Fire Lane” per appendix D of
the IFC; and 3) Streets more than 39-feet in width shall be allowed to have parking on
both sides. These measurements shall be based on the drivable surface dimension. Special
approval is required for access roads over 750’ in length per International Fire Code Section
D103.6.1 and D103.6.2. The roadway shall be able to accommodate an imposed load of
80,000 GVW.
11. Roadways: To increase emergency access to the site a minimum of two points of access
will be required for any portion of the project which serves more than 30 homes, as set
forth in International Fire Code Section D107.1. The two entrances should be separated by
no less than ½ the diagonal measurement of the full development as set forth in International
Fire Code Section D104.3. The applicant shall provide an additional stub street to the
property. .
12. Roadways: The roadways shall be built to Ada County Highway District cross section
standards and have a clear driving surface. Streets less than 26’ in width shall have no on-
street parking. Both sides of the street shall be signed “No Parking Fire Lane” per appendix D
of the IFC; streets less than 32’ in width shall have parking only on one side. One side of the
street shall be signed “No Parking Fire Lane” per appendix D of the IFC. These measurements
shall be based on the drivable surface dimension exclusive of shoulders. The roadway shall
Page 6 of 7
be able to accommodate an imposed load of 80,000 GVW as set forth in International
Fire Code Section 503.2.1 and D103.6.1 and D103.6.2.
13. Roadways: As set forth in International Fire Code Section D103.3, the Fire Department is
opposed to any landscape island in the middle of a cul de sac that may prevent a fire
truck from turning around on the end of the court.
14. Roadways: Traffic calming devices. Traffic calming devices shall be prohibited unless
approved by the fire code official. National Fire Protection IFC 503.4.1.
15. Access: Fire lanes, streets, and structures (including the canopy height of mature trees) shall
have a vertical clearance of 13’6 as set forth in International Fire Code Section 503.2.1.
16. Access: Where fire apparatus access roads or a water supply for fire protection are required to
be installed, such protection shall be installed and made serviceable prior to and during the time
of construction except where approved alternative methods of protection are provided.
Temporary street signs shall be installed at each street intersection where construction of new
roadways allows passage by vehicles in accordance with Section 505.2., as set forth in
International Fire Code Section (IFC) 501.4.
Access:
17. Secondary emergency access routes shall be protected from illegal entry by a
gate or collapsible bollards as set forth in IFC 503.5. An example would be the
MaxiForce Collapsible bollards that is hydrant wrench activated or an approved
equal.
18. Access: All portions of the buildings located on this project must be within 150’ of a
paved surface as measured around the perimeter of the building as set forth in International
Fire Code Section 503.1.1.
19. Addressing: The applicant shall work with Public Works and Planning Department staff to
provide an address identification plan and a sign which meets the requirements of the City
of Meridian sign ordinance and is placed in a position that is plainly legible and visible from
the street or road fronting the property, as set forth in International Fire Code Section 505.1
and Meridian Amendment 104-4-1.
Page 7 of 7
Charlene Way
From:Joe Bongiorno
Sent:Tuesday, December 08, 2020 8:22 AM
To:Charlene Way; Adrienne Weatherly; Chris Johnson
Subject:FW: Southridge South - preliminary plat supplement
Attachments:PP 201207 Southridge South - PrePlat Supplement 116165.pdf; Southridge South -
Proposed Phasing.pdf
Would you add these and the email to the record please?
Joe Bongiorno CFI, CFEI
Deputy Chief – Fire Marshal
Meridian Fire
33 E. Broadway Ave., Ste. 210, Meridian, ID 83642
(Direct) 208-489-0458 (Cell) 208-936-9554
Dedication-Loyalty-Tradition
All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law,
in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law.
From: Jason Densmer <jason@thelandgroupinc.com>
Sent: Monday, December 7, 2020 4:26 PM
To: Sonya Allen <sallen@meridiancity.org>; Joe Bongiorno <jbongiorno@meridiancity.org>
Cc: Bill Parsons <bparsons@meridiancity.org>; Tamara Thompson <tamara@thelandgroupinc.com>; Tim Eck
(timothyeck@me.com) <timothyeck@me.com>
Subject: Southridge South - preliminary plat supplement
External Sender - Please use caution with links or attachments.
Sonya & Joe:
In response to the preliminary comments we reviewed last week, please accept the attached supplemental materials for
the Southridge South preliminary plat application.
Enclosed you will find:
Slight revisions to the preliminary plat to address the Fire Department’s concerns. Changes have been clouded
on the sheets, and include:
o Revised the proposed turnaround diameter at the western project boundary (sheet PP2.1)
o More-explicitly labeled the emergency access from Overland Rd. into the project and connecting with S.
Border Way (sheet PP2.2)
o Added sheet notes regarding the future structure placement on four lots along the south boundary and
specifying that residential fire sprinklers may be required if fire department “hose lay” lengths cannot be
achieved (sheet PP2.3)
o Removed the landscaped median island from the cul-de-sac “knuckle” on S. Rio de Oro Pl (sheet PP2.3)
1
Phasing for the project has been reconfigured to achieve the goals discussed in our phone meetings last week.
Refer to the updated sheet PP3.
o To further clarify the proposed phasing I am also attaching an exhibit that references how the proposed
phasing of Southridge South relates to the underlying Development Agreement requirements and total
lot development within the overall Southridge project.
Thank you for your attention to this application. Don’t hesitate to let me know if you have any questions or concerns.
Regards,
principal, civil engineer
jason densmer, pe
T HE L AND G ROUP | d. 208.803.1930 | o. 208.939.4041
2
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HORIZONTAL SCALE: 1" = 100'
Notes: Zoning Requirements: PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2 Property Owner:
Line Table Line Table Curve Table 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE DIMENSIONAL STANDARDS: R-8 ZONING DISTRICT R-4 ZONING DISTRICT R-2 ZONING DISTRICT ENDURANCE HOLDINGS LLC
IRRIGATION USE.ALL LOTS WILL BE PROVIDED PRESSURE IRRIGATION VIA THE EXISTING SYSTEM FROM THE CITY OF MERIDIAN. 1977 E. OVERLAND ROAD
SEGMENT LENGTH BEARING SEGMENT LENGTH BEARING CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH OPERATED BY THE SOUTHRIDGE OWNERS ASSOCIATION AND SUPPLIED BY THE NAMPA-MERIDIAN MINIMUM PROPERTY SIZE/ 4,000-SF 8,000-SF 12,000-SF
IRRIGATION DISTRICT. 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY DWELLING UNIT(IN SQUARE FEET) MERIDIAN ID. 83642 NOT FOR
L2 30.00' N25°08'21"E L15 37.00' S37°52'47"E C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' THE CITY OF MERIDIAN.
L4 157.73' N47°39'35"W L16 70.00' S52°03'57"W C2 30.77' 25.00' 70°31'44" S54°oo'16"E 28.87' 2. EASEMENTS: MINIMUM STREET FRONTAGE 40-FT 60-FT 80-FT
L5 231.17' N10°08'10"E L17 34.82' S36°27'55"W C3 25.41' 20.43' 71°15'53" N54°13'05"E 23.80' 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, DRAINAGE AND 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION Engineer Landscape Architect Planner:
IRRIGATION EASEMENT OVER THE TEN (10) FEET CONTIGUOUS TO AND PARALLEL WITH ROAD SERVICE WHICH WILL BE OWNED AND OPERATED BY THE SOUTHRIDGE HOMEOWNER'S ASSOCIATION. STREET SETBACK TO GARAGE 20-FT(LOCAL) 20-FT(LOCAL) 20-FT(LOCAL)
L6 6.36' S75°06'37"E L18 110.54' S17°17'53"E C4 184.71' 233.34' 45°21'22" S41°15'50"W 179.93' RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD THE LAND GROUP, INC. Oo 00
L7 79.42' N14°53'23"E L19 21.67' S32°o6'19"W C5 420.42' 1050.50' 22°55'49" N58°57'49"E 417.62' SURFACE DRIVEWAYS FOR ACCESS TO EACH INDIVIDUAL LOT. 8. ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA COUNTY STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 15-FT(LOCAL) 20-FT(LOCAL)
2.2. AN FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY CONTACT: TAMARA THOMPSON (PLANNER)
L8 150.70' N61°29'03"W C6 288.12' 1047.00' 15°46'02" N38°26'04"E 287.21' BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL INTERIOR REAR YARD LOT LINES. DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS SIDE SETBACK 5-FT 5-FT 7.5-FT/STORY CONTACT- JASON DENSMER, PE (ENGINEER) CONSTRUCTION
L9 90.36' Soo°48'16"W C7 393.88' 1044.50' 21°36'21" N20°56'21"E 391.55' 2.3. AN TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL CONSTRUCTION.
BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THE SUBDIVISION, EXCEPT WHERE NOTED REAR SETBACK 12-FT 15-FT 15-FT CONTACT: PHIL HULL, RLA (LANDSCAPE ARCHITECT)
L10 118.75' S61°29'03"E C8 320.04' 375.00' 48°53'57" N85°56'02"W 310.42' OTHERWISE. 9. LOTS IDENTIFIED TO BE COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S Project No.: 116165
z L11 150.79' S72°20'41"E C9 14.24' 320.00' 2°32'56" S62°45'31'E 14.23' 2.4. PORTIONS OF LOT 15, BLOCK 2, LOTS 1, 8, 18, 24, 32, &44 BLOCK 3 ARE PROPOSED TO PROVIDE A ASSOCIATION. STREET LANDSCAPE BUFFER 20-FT(COLLECTOR) 20-FT(COLLECTOR) 20-FT(COLLECTOR)
CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance: 12-20-2019
BLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION,THESE LOTS WILL PROVIDE A BLANKET 462 E. SHORE DR., SUITE 100 Project Milestone: Preliminary Plat
L12 10.00' s86°31'43"w C10 46.42' 320.00' s°1s'42" S68°11'20"E 46.38' UTILITY EASEMENT. MAXIMUM BUILDING HEIGHT 35-FT 35-FT 35-FT EAGLE, ID 83616 Preliminary Plat
L13 188.54' So3°28'17"E C11 276.34, 230.83, 68°35'29" N37°54'29"W 260.13, 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. PH: 208.939.4041
E o L14 159.58' S56°31'59"E C12 316.45' 200.00' 90°39'20" N83°12'27"W 284.46' Project Overview
3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT
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E C13 389.27' 300.00' 74,20,421, N0014212611w 362.53, AT THE TIME OF RESUBDIVISION.
C14 140.75' 150.00' 53,45,48" S09°35'01"W 135.64,
m 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF ppi
C15 129.34' 1 150.00' 49°2412" No7°24'1TIE 125.37' MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
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PARCEL PARCEL PARCEL \ Cs 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21'
R8954830350 Val Vista , Val Vista R8954840140 R8954840130 \ PARCEL C7 393.88' 1044.50' 0211621" N20°56'21"E 391.55'
ELTON CURTIS A NICHOLS SCOTT HASKELL I VOLGAMORE MICHAEL D \ R8954840120
Subdivision I Subdivision No. 2 I PRZYBOS STEVEN L TRUST C8 320.04' 375.00' 048°53'57" N85°56'02"W 310.42'
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II C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' Project No.: 116165
C10 46.42' 320.00' 0081842" S68'1112011E 46.38' Date of Issuance: 12-20-2019
3
C11 276.34, 230.83, 068°35'29" N37°54129"W 260.13' Project Milestone: Preliminary Plat
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C12 316.45' 200.00' 09019'20" N83°1212711W 284.46' Preliminary Plat
E o C13 389.271 300.00' 074120142" N00142126"W 362.53' Area 1
g C14 140.75' 150.00' 053°4548" S09°35'01"W 135.64'
0 50' 100, C15 129.34' 150.00' 049'2412" N07°24'13"E 125.37'
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� 6,000-SF 1 � i
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33, r � � � � r i � � / 1 0' I � L8 150.70' N61°29'03"W
V41 / r BC3 / \ / 1r0,\ / / / 6,300-SF / R/yy a W B1 L36 d z
/ r B3 L06 / / B7 L11 33' CID I r• Q
l\ - l L9 90.36' S00°48'16"W
/ / BC BC 8,143 SF
/ 6,100 SF O 1 I w Cn
W 0
B1 L12 5,000 SF / / l �0, •� / i� / 3 o I L10 118.75' S61°29'03"E Ir
w / 7,407 SF D ` Q r�' - l / - 0' 80 / - I y
B3 L22 B4 L09 h / `C i \ \ 1 BC-3 - I I ~ w
5,000 SF / i / i ` 5,800-SF / / •` J / / -- - - - I 130' L11 150.79' S72°20'41"E
B4 L20 �Ib � �
/ / 6,000 SF _ - - NMID EASEMENT
B3 L05 a B7 L17 / - -- - -
L I � L12 10.00' S86°31'43"W
I Revisions 1
�r / y B7 L10 L13 188.54' S03°28'17"E
5,000-SF / � >'(/ / � � � � � � � � � / / � 6,300-SF . ----
w / 6,100-SF / / B8 L
B3 L23 , / n, � / / L 9 ICD 1. AGENCY COMMENTS 12-07-20
33, r B4 L08 h � 0 � / / , I i 1 �
�- �- L14 159.58' S56°31'59"E
/ ' �■ I� �,oq� / IIIII�O im � /� � ; ,� �_ r ■ / 1 s o r �7i
\ 7,329-SF / r r / J / B4 L21 / - / a/ 8,288-SF -° I L15 37.00' S37°52'47"E
QV A r' B3 L04 / b / - a / I I L16 70.00' S52°03'57"W
6,000-SF / II
- J 1 L17 34.82' S36°27'55"W
\ \ r v 5,000-SF / v� r
� � / B7 L18 / / � r ,
B3 L24 i / Q B7 L09
/ B4 L07 / / i / 6,100 SF 6,300 SF / RAW �' rrr L - - - - - -
/ / \ r r r / D• \ 5,000 SF / ` �r 1, ` l / �j • ____- r - - - - - - I L18 110.54' S17°1 T53"E
\ \ \ \ �0 i \ / � � \ � \ ��`1' / / �121
B3 L03 / / r0 l^ B4 L22 1 h- l l a St I I L19 21.6T S32°O6'19"W
\ rr r 5,000SF \ � / � \ ,f \ � � � l SO' � � �
/ v B1 L10 v r rr r v v Z / 5,000-SF
\ \ 6,625-SF ' / \ � \ / B3 L25 / / \\ / ---,- B1 L38 I I
�� / \\\ / r �r / �� / ^ \ \ 5,000-SF B4 L06 �p /� \ 33, / B7 L08 \ , / i %' --- I oo I m 1 I I
/ \ \ / \ � / r / � / / B7 L19 co I 9,241-SF `
5,000 SF / / , _0, BO,B ` 6,300-SF / ry1' I vo
B3 L02 / \ i 0 / 6,1 00 SF / I i
See Sheet PP2.1 See Sheet PP2.3 _ Curve Table
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65'
C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87'
C3 25.41' 20.43' 071°15'53" N54°13'05"E 23.80'
C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93'
C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62'
C6 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21'
C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55'
C8 320.04' 375.00' 048°53'57" N85°56'02"W 310.42'
C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' Project No.: 116165
C10 46.42' 320.00' 008'18'42" S68°1 112011E 46.38' Date of Issuance: 12-20-2019
3
C11 276.34, 230.83, 068°35'29" N37°54129"W 260.13' Project Milestone: Preliminary Plat
R
ts C12 316.45' 200.00' 090°39'20" N83°12127"W 284.46' Preliminary Plat
E o C13 389.271 300.00' 074°20'42" N00142126"W 362.53' Area 2
g C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64'
0 50' 100, C15 129.34' 150.00' 049'24'12" N07°2411311E 125.37'
q Preliminary Plat - Area 2
PP2m2
_'o
HORIZONTAL SCALE: 1" = 50'
Oil
,,dgdhm,.-See Sheet PP2.2 0 =
L12 � � � , � Legend:
/ - / / � � _ / o N y J I rn �I
__// 6,100SF - _
�0, ` l i i - - I J \ PROPERTY BOUNDARY
/ B4 L10 � `� ' � � r8� CIO
- - -
I
B4 L19 i �' r l / 50' \ I Q�
5,800-SF / / y \ / R/W LOT LINE
6,000 SF / �O / B7 L16 / 5p, �i I n,o
/ B7 L11 / 6,30o SF / % R/(y 33, B1 L36
6,10o-SF / l BC-BC = 0 8,143-SF CD R/W RIGHT-OF-WAY LINE
B4 L09 i r�, l / \ -41$� BC-BC
-
5,800 SF / B4 L20 i - - - __, / f I - _ �� ,T, \ - - - - - - - - - EASEMENT LINE
/ h ` 6,000-SF / i l J / j I C.- _- v v I 130'
RIO
B7 L17 / - - NMID EASEMENT
/ y / B7 L10 l 6,300-SF / �I C I - - - - - - - - - SETBACK LINE
6,100-SF / / �
4 L08 0' / L \ / ;- /- MlIll\- - ; i B8 L01 I I BLOCK NUMBER
8,288-SF + I J1 L03 BLOCK AND LOT NUMBER
/ I PARCEL I� ,
B4 L21F / i /� / - I N 1
\ I 0 S1223120955 LOT NUMBER
� � / B7L18 / i � \\ r i I J I � 1
B7 L09 ` 6,300-SF / R/W _ - o I ` �2_
SOUTHRIDGE FARM LLC- - 0 06,100 SF / \ _ __ - o Southrid e
to 121'- /
/ l r l �� ; , nC,a ,' I I o � g
B4 L22 / co
v �r� t _� I I I o o \
5,00o sF 50, , o Subdivision
� B1 L38 � � �
---- - I I ,�' �'
\
I
3� ;/ // B7 L08 \ 67 L19 �' I� I 9,241-SF I \
/ l v0� i BC�BC 6,100 SF 6,300-SF I �o
/ B4 L23 C o / / AREA 2
r
J / I W J, \
/ 5,000-SF •
BiL41 125
itil
B7 L07 / B7 L20 / B1 L43 7 3,816 SF o / - -
/ v / / / T I I I / �► o EP-�
\ < 6,100 SF \ 6,300 SF / 7,057 SF / I B1 L39 'N
v 5,000-SF � r v �� v _ r �► r � � / � � � I I / EP
9,254-SF
PARCELCP
\
,, / ,� -- - ��o ° S1223131320
\ 0' ; / \ \ , / w _ - - I / o \ ENDURANCE HOLDINGS C \ AREA 3
B4 L \ \ i■ Bi L67 \
B7 L06 v / 67 L21 w 5'- - -- - - - '
\ 5,000 / B1 L44 30 _ - - - - / o AREA 1.\
6,100-SF 6,300-SF '` / -155 -I 339,V16-
4R� /
7,057-SF /
r
v I
B4L260 ,r \ \ \ \ \ / / / \ \ / � \ _ co
r / vh� v v �r�, r � r � � � � �v / � � �, � � �� I � I B1 L40
/ v / v co I 11,431-SF I B1 L60
5,000-SF � r r v v v r r � � v � .� .� � � � �`Q \ F,oy � 3� �P co�� ■
B7 L05 / I I 17,691-SF / / \ F ��.�'oeoo o Keymap.
B7 L22 , i � � �� �
6,100 SF / 6,300-SF / / B1 L45 I I I - 0'` / \ / / \ w o ����5� \ Scale: NTS
r \
/ / --- - - - - '�
'L27 r \ \ 7,057-SF L -162'-
00-SF rr / v / \ \ I I / B1 L61
/ - v Sheet Notes:// \ \ 15,373 SF S� ° ■
B7 L04 / / B7 L23 s/ i l v v v v v I o o \ l l o �� 1. THE PLACEMENT OF THE HOME ON THIS LOT CANNOT BE
6,100-SF v / v v v �Q A / / // / V ` DETERMINED AT THE TIME OF PRELIMINARY PLAT SUBMITTAL.
r r v 6,300-SF
Bi L46 \ \ Fp'o o \ \ \ / / / / / \ ? ° SHOULD THE LOCATION OF THE HOME REQUIRE A"HOSE LAY"
7,057-SF / A\ I F ?p EP ,/ A\\ V 61 L59 A V A / / //�/ \� ° / EXCEEDING 150 FT FROM THE NEAREST POINT OF FIRE TRUCK
B 33 y v / / V I EPA- =EP \ 10,104-SF / / \
\ \ ACCESS THE END OF THE SHARED DRIVEWAY TO REACH THE
' / rr / B7 L03 \ \ i \ \ ' ABC r0 \ \ \ / �`� \ - - J \ \ \ \\ I �� / \ � ° MOST-REMOTE PORTION OF THE STRUCTURE,THE HOME SHALL BE
/ 50' INGRESS EGRESS EASEMENT \ \ o _ _ -/ // \ ° / PROVIDED WITH RESIDENTIAL FIRE SPRINKLERS, OR AS OTHERWISE
/0' r r' B7 L24 r \ \ \ / w INSTRUMENT NO.107123370 55 _ \ - N / .o \\
r , 6,100-SF � � r / v
6,300-SF / / \ \ \ \ J \ / \ \\ B1 L58 \ \ \ ✓ / \ /�// B1 L62 Z�z
/ APPROVED BY THE FIRE MARSHAL.
/ \ 47'61 L47 V A7,821-SF / A / / / 11,863-SF o
/ B7 L02 \ / / \ r � r \ / / ! Q� B1 L57 \ \ / �1, ce
1� v r r J0, v w I �p� V 10,725-SF V A \M � r `v / / �6
A / � 6,100-SF � B7 L25 � � / co/ , �Q \ r - � \ \ v PARCEL
/ v 6,300-SF / r , / v v v / � v A A� 3 N \ // / S1223142010
��� \ /`� v / r' / ,' / v v v �c��`` / v \ ✓ 26, r I /% // \\ �� ° �� CHALLENGER
4&t B1 L48 v // v\ � � /gyp/ B1 L63 \ DEVELOPMENT INC
/ 14,144-SF °
�O 7,057-SF / / � \ \ / / �' - � /
v v ` B7 L01e. � B7 L26 � r' ,' rr0, v � / / , � � �/ / � � 98'✓ �ti - o � �\ � � � � F,o
6,300-SF / �r ,' v v v / ��/w w v Southrid e
5F \ r / B1 L56 \ / \ v' o g
9,815-SF 6' `L , \
/ \ W \ / r � W W \\ � � � � � \ Line Table
/ \ \ , s \ Subdivision
� r/ rrr / 61 L49 J w ✓ w \ V A / �� V �� ° SEGMENT LENGTH BEARING
r v v v v / �' v `v 6Q N o V L2 30.00' N25°08'21"E
/ rQ, r r 7,057-SF / i \ ■
i
■ B6 PARCEL \ \ L3 58.64' S89°16'08"E
CV 5,300-S / / 4 B11 L05 S1223131250
0. V A\ �A,,224 SF �� ' / �A A / / B1 L55 ,' rr / I I= 1 RICE JOSEPH R \ L5 231.1T N10°08'10"E
� A \ V / A � �--- r � � � � � �r r 11,215-SF I I B11 L06 V ` �� A -
\ �` r / B1 L42 / 9,727-SF / r v v A \ y L6 6.36' S75°06'37"E
\ \ ! I I 13,669-SF \
�-0 A\ / 4' / A / B1 L50 66,785 SF / r / \ \ B1 L64 V .o .off
/ '' / vv \ r0 v . a
�' o L7 79.42' N14°53'23"E
� B6 Li 1 v v � v � 8 7,o57-sF / � � - - _ _ rr / I I \ 2s,ns-sF �
= 5,300 SF / / \ \ O \\ / '� \ W I L8 150.70' N61°29'03"W
CA 143'\ B6 L14 \1c, W 1 L 43� - - - - - - - J1 1 \\ ` \ \ \ o L9 90.36' S00°48'16"W
6,545 SF / / v �, \ /- -CD
I - - - - - - O \ -o o L10 118.75' S61°29'03"E
y \ �/ h`1' / \ r � l
-- - - - - - -
\ / \\ \\ / r ' \ \ \� w ✓ \ W 1 8,929-SF I O / - - ` - \ \ i J I L11 150.79' S72°20'41"E
0
B11 L04 1 i
o L12 10.00' S86°3143W
B6 L15 �9 r r - - - - - - 10,073-SF L13 188.54' S03°28'17"E
-143 I 1 1 B11 L07 \ i a rn
/ \ \ • L14 159.58' S56°31'59"E ■
5,800-SF ' r rr0 w � I � - - - - - - -
CD
/ \ rr r V A 1 I I 13,647-SF \ \ % i
Bi L53 I1 L15 37.00' S37°52'47"E
L - - - - - -
/ A / /' r' / \ V 1 7,892-SF - - - - 1 L16 70.00' S52°03'57"W ■
� \ 6L16 \\ 1� r �!�► � � B9L07 \ ./� I i i � - - - -- - - - - - - - -- - - - __J � � a a o
v v v 800 SF 6,089-SF _- -- 1 -- - - - - - - - - - - - }$g o L17 34.82' S36°2T55"W
- - _
-
- - 1 B11 L03 1 v I L18 110.54' S17°1T53"E
/ r B1 L65 L19 21.6T S32°O6'19"W
v r 10,103-SF
B6 L17 v � r' / v v v / C I i i I I 1 B11 L08 / / l l o
B9 L06 \\ / \ �� B1 L52 1 1 1 I 1 12,997 SF / r' p r / 19,843 SF
6,573-SF ' rrr 1y� \\ 6,089-SF `� �p w I 7,878-SF 1 1 I / rr gyp° l
--- --- --- --- - - j - - - - - - - -- /
� mime
-142'� I -- - - - - r �r �`�8�� \ / ,
B6 L18 / B9 L05 V v v / / I I - - - - 1 - -- - - -- - - --156' Cc
r ' / v v v / Q Q o Curve Table
/ 6,089-SF V / � � � � � � � � �� 1 B1 L51 1 � I �
6,366-SF / / I B11 L02 1 / �� \\ `Q CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH O �
B9 L08 8,137-SF I 1 - I B11 L
� � � 1 I � 10,608 SF �� 1 09
rr0,_ \ \ /� 38,776-SF \ _ j 1 1 I 10,797-SF / B1 L66 o C1 111.19, 50.00' 127°24'36" N82°26'42"W 89.65' p
\ N /� \ O ____ - 1 i 1 1 / i / 14,232-SF ♦ C2 30.77' 25.00' 070°31'44" S54°00'16"E 28.87' Q
_ -143'J o
I
' B9 L04 \ \ \ \ 435'-_- -- -- - -- - - -� L - - - / / / C3 25.41' 20.43' 071'15'53" N54°13'05"E 23.80'
CD
B6 L19 p 6,089LU
-SF / v v �Z�� B11�L01 - - - - _ -- �35� / M o C4 184.71' 233.34' 045°21'22" S41°15'50"W 179.93' c
5,800-SF � / B9 L09 --- '--___ i I w -" _147_ � � r h � O
I N / r' _ / ° / C5 420.42' 1050.50' 022°55'49" N58°57'49"E 417.62'
-„{ 50' - - - J 6,248SF � � Q o ■� ■�
T� R/W 110'- - \ \ l i m-- ♦- - -�------------- -------- ----- ----- - \ w � c� �/ 0 C6 288.12' 1047.00' 015'46'02" N38°26'04"E 287.21' 06 O
J
_ m p O W Rio De Plata Dr -� p C7 393.88' 1044.50' 021°36'21" N20°56'21"E 391.55' Q
B6 L20 I B9 L03 - -w / \ 9g� ------ -- - - ----- ■� O
------
' / C8 320.04' 375.00' 048°53'57" N85°56'02"W 310.42' W -
33' 6,089-SF I 65 65 65 24'
5,800 SF Q
BC-BC - - - - - - - - - - IAI _-____ _ C9 14.24' 320.00' 002°32'56" S62°45'31"E 14.23' Z
L - - - J I I I \ \ B9 L10 / i R' Q) -- - S89°02'41"E 212.71111 1 11 C10 46.42' 320.00' 008'18'42" S68°11'20"E 46.38' O w 0
110'- LU
3,710-SF
- - - - - - \ VA 7,344 SF / 33 I I - - 143' 11 u LC
\ \ l BC, Q - - - - - - 11 *- 11 C11 276.34' 230.83' 068°35'29" N37°54'29"W 260.13'
BC 143- - - - - - - - - - c>
B9 L14 III B9 L13 I B9 L12 I \ / / I _-_-
CA
B6 L21 i i B9 L02 � I I \ \ , , I I r 1 ll ---------- C12 316.45' 200.00' 090°39'20" N83°12'27"W 284.46'
I o I 7,105-SF I 7,105-SF I I 7,105-SF B9 L11 V / B10 L13 -
5,800-SF 6 089-SF I I \ ti I I I C13 389.27' 300.00' 074°20'42" N00°42'26"W 362.53' Revisions 1
- -
6,999 SF \ \ / i 14,990 SF I _ B10 L15 I _ 0 - _
- - - - - 14 110, - - - - c o \j \ l i �� 13,483 SF B10 L21 i I B10 L23 - - W w C14 140.75' 150.00' 053°45'48" S09°35'01"W 135.64' 1. AGENCY COMMENTS 12-07-20
- - 001
r r o `��9\ ♦ 10 L1 12,271-SF
- - L_ - - - -r L- - - - _ _r 12,271-SF 10 L2 I C15 129.34' 150.00' 049'24'12" N07°24'13"E 125.37'
B9L01 r - - - - - - - � o
r p 4,5 -SF I 4,49 sF I B10 L29 LO
/ err, Q
/ y 4
_ m 12,366-SF 0
/ 141'1 3 3' - � r - - - - - - -- - 143'
- - -
A
m erwood Dr - - - W Timberwood Dr - p -/' � � '�\ J I I � I I I _
- - -
----
'�
Dix / B10 L16 co
B10 L20 o I B10 L24
B10 L30
o 12,102-SF i i 12,272-SF I 12,272-SF � B10 L28
15 15' \ 22,050-SF o
- � r- - - - - - - - - - - - 15' 15 I
- - - - - - - � � - \ \ 12,859-SF c-
ED o l \ \ I - I \ Southridge
o - \ L -_- -_ _ _ I I I I \
' III III III III j \\ B10 L12 - - - - 140 1 - - - =J L-_ -- - - - __ - J L -_ -- - - _ - - - - Subdivision
III I I I \ I F- - - - - - - - - - -143'- - 0 1
- - - - _ _ /�
34,187-sF 1 i I r- - - 43' - - -- -- - I I I - - -190' - - - - - � No. 4■
B10 L06 I I I I I I \ \ M
a PARCEL
B10 L07 I B10 L08 B10 L09 B10 L10 \ \ \ O° S1223131620
16,971-SF 16,969-SF 16,967-SF I I B10 L11 I ENDURANCE HOLDINGS LLC
1 1 I I 16,965 SF 16,963 SF \ \ \ SEE SHEET NOTE 1 0
' III 1 1 I 19,794 SF \ \ i i SEE SHEET NOTE 1 l o SEE SHEET NOTE 1 SEE SHEET NOTE 1 o
oD 10 17 B10 L1 u'
I I I I T
\ \\ '- 1 22,378-SF I 22,742-SF I 10 25 B10 L27 /
- - - - � I L - - - - - - - - I L - - - - - - - - I L - - - - - - - -- I L - - 22,710-SF I 29,026-SF /
- - - - - - - - - - - I L - - - - - -- -- - - D
'
h� Project No.: 116165
f� 94' 94' 94' 94'
136' 127' 154' / Date of Issuance: 12-20-2019
158' 158' 172' 70' L19 o Project Milestone: Preliminary Plat
a ' 7
PARCEL N89°02'56"W 712.19' -
ts PARCEL R8954840110 / �]` Preliminary Plat
' R8954840120 / HOLDEN NATHANIEL I \ PARCEL PARCEL / Area 3
E PRZYBOS STEVEN L TRUST \ R0548010325 R0548010450 / o
g / PARCEL GARDNER DUSTIN E / PIERCE GEORGE A
R0548010300A
/
Preliminary Plat - Area 3 Val Vista Subdivision No. 2 / ABERSTEFAN Aspen Cove Subdivision / / 0 50' 100'
PP2m3
HORIZONTAL SCALE: 1" = 50'
if_,o
• ■ Zoning Requirements. PER CITY OF MERIDIAN U.D.C.TITLE 11, CHAPTER 2
♦ /�
♦ L�pQ ■ DIMENSIONAL STANDARDS: R-8 ZONING DISTRICT R-4 ZONING DISTRICT R-2 ZONING DISTRICT
0
n
4' * p \\�� ■ ■ ■ Z O 0 n�nn nn MINIMUM PROPERTY SIZE/ 4,000-SF 8,000-SF 12,000-SF ■■■`■
• • Lrt]�J� DWELLING UNIT(IN SQUARE FEET)
• f MINIMUM STREET FRONTAGE 40-FT 60-FT 80-FT
• INEEM
STREET SETBACK TO GARAGE 20-FT(LOCAL) 20-FT(LOCAL) 20-FT(LOCAL)
STREET SETBACK TO LIVING AREA 10-FT(LOCAL) 15-FT(LOCAL) 20-FT(LOCAL) 'I•
An IIIIIIIIIIIIIIIIIIJ
c ♦ / SIDE SETBACK 5-FT 5-FT 7.5-FT/STORY
' \�
REAR SETBACK 12-FT 15-FT 15-FT
STREET LANDSCAPE BUFFER 20-FT(COLLECTOR) 20-FT(COLLECTOR) 20-FT(COLLECTOR)
MAXIMUM BUILDING HEIGHT 35-FT 35-FT 35-FTID
ID ■
0 • ♦♦
wow - -
i
RIW _R ��� �# ♦ ♦ p o o EXISTING ZONING DESIGNATION (TYP)
//� •
■�'o ��RIW � ♦ G �� C �0�4�C�]\ • _ &go■ EXISTING ZONING BOUNDARY (TYP)
RIW �• ♦ rL ]i P12000AKE10 • ■ ■
MEN
♦ Q�� pQOpO�CD PROPOSED ZONING BOUNDARY
LQDLa � � I
o� �N ■ . . . . ■ ■ ■ ■ ■ . . . . . . . . . . . . . . . . ■* `0�14MMIEMM . o
0
2
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Preliminary Plat Proposed Zoning Summary
HORIZONTAL SCALE: 1" = 160'
Elmo
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Revisions
1. AGENCY COMMENTS 12-07-20
R�
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Project No.: 116165
Date of Issuance: 12-20-2019
Project Milestone: Preliminary Plat
Preliminary Plat
E Zoning & Phasing
9
E
ryq� Preliminary Plat Proposed Phasing Summary
PP3HORIZONTAL SCALE: 1" - 160'
SOUTHRIDGE LOT PROGRESSION:
Southridge South
PHASE LOTS CUMULATIVE
PHS 1: 53 53 _
--------- ,
PHS 2: 56 109 ;PRIOR
PHS 3: 43 152 ;---;PRE.PLAT - , -
PHS 4: 13 165 ; :APPROVAL.;
PHS 5: --56 221 - -
S. PHS 1: 76 297
S. PHS 2: 58 355 PHS 2
S. PHS 3: 83 438 \ 58 LOTS
S. PHS 4: 36 474 /
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PHS 1 -
76 LOTS
1
paa�IE Q
PHS 4
36 LOTS
-RIW
83 LOTS
® Preliminary Plat - Proposed Phasing Summary DEVELOPMENT AGREEMENT REQUIREMENT:
HORIZONTAL SCALE:1"=160' 6.3.3 That the Owner agrees to provide at least the following amenities: a
community clubhouse, pool area, and tot lot; and any other amenities
required by the Commission and/or Council at the public hearings.
6.3.4 That the park lot, private clubhouse and pool shall be constructed on
Parcel 1 prior to occupancy of the 300`s single family residential dwelling