CC - Proposed Conditions with attachements
VII. CITY/AGENCY COMMENTS & CONDITIONS
A. PLANNING DIVISION
1. Site Specific Conditions of Approval:
1.1. A Development Agreement (DA) is required, which shall at a minimum, incorporate the
following provisions:
a. The property zoned I-L shall be used consistent with the uses and dimensional standards
allowed in the I-L zone, which include light manufacturing, research and development,
1
warehousing and distributing. Self-service storage facility will not be a primary use on
the property.
b. Development of the subject property shall be generally consistent with the site plan and
conceptual building elevations submitted with the applications.
c. The East-West collector road shall be constructed as shown in Exhibit A.
d. Development in the I-L Zone shall be generally consistent with the development
guidelines contained in the Ten Mile Interchange Specific Area Plan (TMISAP) for
Mixed Employment (ME) designated areas, with the following clarifications and
exceptions:
1) Only building faces along Black Cat Road, I-84 and the E-W collector through the
middle of the site shall be considered frontage. No other building faces are
considered frontage.
2) For the interior industrial buildings (A, B, C, D, E, F, G, H, J), an average of 15% of
the linear dimension of the streel level frontage shall be in windows or doorways.
3) Parking is allowed along frontage, provided that the maximum length of parking at
frontage does not exceed 30% of the linear dimension of total frontage of all
buildings combined.
e. Development in the I-L Zone shall be generally consistent with the Meridian
Architectural Standards Manual, with the following exceptions:
1) Requirements shown on Building Scale, Building Form, Architectural Elements, and
Materials Standards Tables apply to building facades along Black Cat Road, I-84 and
the E-W collector through the middle of the site. They do not apply to other building
facades.
2) Loading Docks will be allowed to face the N-S Collector on the west boundary as
shown in the site plan.
f. Certificate of Zoning Compliance and Design Review applications cannot be submitted
until after ACHD accepts the Traffic Impact Study.
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g. The applicant shall submit a Certificate of Zoning Compliance and Design Review
application to the Planning Division for approval of all future uses on the site to ensure
compliance with the Unified Development Code, , Comprehensive Plan, Architectural
Standards Manual, prior to issuance of building permits for any structure(s) within this
site.
Notes:
1
as defined in Meridian Unified Development Code Section 11-1A-1
B. PUBLIC WORKS
1. Site Specific Conditions of Approval:
1.1. Surface slopes shall not exceed 3:1
1.2. All drainage must be retained onsite
1.3. If the onsite 8’’ sewer lines are services, they should be decreased to 6’’, based off flows this
should be sufficient.
1.4. Any 8’’ water or sewer main outside of right-of-way shall be covered by a City easement.
1.5. Sewer services shall not pass through infiltration trenches.
1.6. When the development connects to the east, the water pressure zone will change from 1 to 2
which will result in an approximately 22 psi pressure increase. Provide stubs or blind flanges
to the property lines at the future road connections to both the east and west.
2. General Conditions of Approval:
2.1. Applicant shall coordinate water and sewer main size and routing with the Public Works
Department, and execute standard forms of easements for any mains that are required to
provide service outside of a public right-of-way. Minimum cover over sewer mains is three
feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall
be used in conformance of City of Meridian Public Works Departments Standard
Specifications.
2.2. Per Meridian City Code (MCC), the applicant shall be responsible to install sewer and water
mains to and through this development. Applicant may be eligible for a reimbursement
agreement for infrastructure enhancement per MCC 8-6-5.
2.3. The applicant shall provide easement(s) for all public water/sewer mains outside of public
right of way (include all water services and hydrants). The easement widths shall be 20-feet
wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the
plat, but rather dedicated outside the plat process using the City of Meridian’s standard
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forms. The easement shall be graphically depicted on the plat for reference purposes. Submit
an executed easement (on the form available from Public Works), a legal description
prepared by an Idaho Licensed Professional Land Surveyor, which must include the area of
the easement (marked EXHIBIT A) and an 81/2” x 11” map with bearings and distances
(marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a
Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this
document. All easements must be submitted, reviewed, and approved prior to development
plan approval.
2.4. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round
source of water (MCC 9-1-28.C). The applicant should be required to use any existing
surface or well water for the primary source. If a surface or well source is not available, a
single-point connection to the culinary water system shall be required. If a single-point
connection is utilized, the developer will be responsible for the payment of assessments for
the common areas prior to prior to receiving development plan approval.
2.5. All existing structures that are required to be removed shall be prior to signature on the final
plat by the City Engineer. Any structures that are allowed to remain shall be subject to
evaluation and possible reassignment of street addressing to be in compliance with MCC.
2.6. All irrigation ditches, canals, laterals, or drains, exclusive of natural waterways, intersecting,
crossing or laying adjacent and contiguous to the area being subdivided shall be addressed
per UDC 11-3A-6. In performing such work, the applicant shall comply with Idaho Code 42-
1207 and any other applicable law or regulation.
2.7. Any wells that will not continue to be used must be properly abandoned according to Idaho
Well Construction Standards Rules administered by the Idaho Department of Water
Resources. The Developer’s Engineer shall provide a statement addressing whether there are
any existing wells in the development, and if so, how they will continue to be used, or
provide record of their abandonment. Record of abandonment must be provided to the City
prior to signature of the final plat.
2.8. Any existing septic systems within this project shall be removed from service per City
Ordinance Section 9-1-4 and 9 4 8. Contact Central District Health for abandonment
procedures and inspections (208)375-5211.
2.9. Street signs are to be in place, sanitary sewer and water system shall be approved and
activated, road base approved by the Ada County Highway District and the Final Plat for this
subdivision shall be recorded, prior to applying for building permits.
2.10. A letter of credit or cash surety in the amount of 110% will be required for all uncompleted
fencing, landscaping, amenities, etc., prior to signature on the final plat.
2.11. All improvements related to public life, safety and health shall be completed prior to
occupancy of the structures. Where approved by the City Engineer, an owner may post a
performance surety for such improvements in order to obtain City Engineer signature on the
final plat as set forth in UDC 11-5C-3B.
3
2.12. Applicant shall be required to pay Public Works development plan review, and construction
inspection fees, as determined during the plan review process, prior to the issuance of a plan
approval letter.
2.13. It shall be the responsibility of the applicant to ensure that all development features comply
with the Americans with Disabilities Act and the Fair Housing Act.
2.14. Applicant shall be responsible for application and compliance with any Section 404
Permitting that may be required by the Army Corps of Engineers.
2.15. Developer shall coordinate mailbox locations with the Meridian Post Office.
2.16. Compaction test results shall be submitted to the Meridian Building Department for all
building pads receiving engineered backfill, where footing would sit atop fill material.
2.17. The design engineer shall be required to certify that the street centerline elevations are set a
minimum of 3-feet above the highest established peak groundwater elevation. This is to
ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above.
2.18. The applicants design engineer shall be responsible for inspection of all irrigation and/or
drainage facility within this project that do not fall under the jurisdiction of an irrigation
district or ACHD. The design engineer shall provide certification that the facilities have been
installed in accordance with the approved design plans. This certification will be required
before a certificate of occupancy is issued for any structures within the project.
2.19. At the completion of the project, the applicant shall be responsible to submit record drawings
per the City of Meridian AutoCAD standards. These record drawings must be received and
approved prior to the issuance of a certification of occupancy for any structures within the
project.
2.20. A street light plan will need to be included in the civil construction plans. Street light plan
requirements are listed in section 6-5 of the Improvement Standards for Street Lighting. A
copy of the standards can be found at
http://www.meridiancity.org/public_works.aspx?id=272.
2.21. The City of Meridian requires that the owner post to the City a performance surety in the
amount of 125% of the total construction cost for all incomplete sewer, water and reuse
infrastructure prior to final plat signature. This surety will be verified by a line item cost
estimate provided by the owner to the City. The surety can be posted in the form of an
irrevocable letter of credit, cash deposit or bond. Applicant must file an application for
surety, which can be found on the Community Development Department website. Please
contact Land Development Service for more information at 887-2211.
2.22. The City of Meridian requires that the owner post to the City a warranty surety in the amount
of 20% of the total construction cost for all completed sewer, water and reuse infrastructure
for duration of two years. This surety will be verified by a line item cost estimate provided by
the owner to the City. The surety can be posted in the form of an irrevocable letter of credit,
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cash deposit or bond. Applicant must file an application for surety, which can be found on
the Community Development Department website. Please contact Land Development
Service for more information at 887-2211.
C. ACHD
https://weblink.meridiancity.org/WebLink/DocView.aspx?id=242157&dbid=0&repo=MeridianCity
D. COMPASS
https://weblink.meridiancity.org/WebLink/DocView.aspx?id=240474&dbid=0&repo=MeridianCity&cr
=1
VIII. FINDINGS
Required Findings: Upon recommendation from the commission, the council shall make a full
investigation and shall, at the public hearing, review the application. In order to grant an annexation
and/or rezone, the council shall make the following findings:
A. ANNEXATION AND REZONE
1. The map amendment complies with the applicable provisions of the comprehensive plan;
The City Council finds that the I-L zoning district and proposed light industrial use is consistent with the
existing Mixed Employment FLUM and TMISAP designations for this site and is compatible with
existing and planned future uses in the area. The TMISAP provides that Mixed Employment areas
should provide a variety of flexible sites for small businesses as well as large national or regional
enterprises. (3-11). The proposed industrial development provides flex and light industrial uses in a
variety of building sizes, each of which is demiseable into smaller spaces to serve a variety of business
sizes. TMISAP also seeks to “provide for industrial opportunities in consideration of future
improvements to Highway 16” (3-3). The site provides an ideal location for local and regional light
industrial businesses to access Highway 16, providing jobs close to home for Meridian residents.
The City Council finds that the proposed initial zoning of R-15 for the approximately 1-acre residential
property on the east side of Black Cat Road is consistent with the existing Medium High Density
Residential designation for this site and is compatible with existing and planned future uses in the area.
2. The map amendment complies with the regulations outlined for the proposed district,
specifically the purpose statement;
The City Council finds the proposed I-L zoning district and proposed use is consistent with the
regulations and purpose statements of the I-L district, which is to provide for convenient employment
centers of light manufacturing, research and development, warehousing and distributing.
The City Council finds the proposed R-15 zoning district is consistent with the regulations and purpose
statement of the R-15 district.
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3. The map amendment shall not be materially detrimental to the public health, safety, and
welfare;
The City Council finds the proposed zoning map amendment will not be detrimental to the public health,
safety and welfare. The development will build new roads and pathways consistent with TMISAP design
standards to provide safe vehicular and non-vehicular connections for employees and area residents.
4. The map amendment shall not result in an adverse impact upon the delivery of services by any
political subdivision providing public services within the city including, but not limited to, school
districts; and
The City Council finds that the proposed zoning amendment will not result in any adverse impact upon
the delivery of services by any political subdivision providing services to this site. The proposed
industrial development will not impact school capacities.
5. The annexation (as applicable) is in the best interest of city.
The City Council finds that the annexation is in the best interest of the City. The proposed industrial use
will provide needed industrial business space to support and complement the commercial and
residential uses planned within the TMISAP area.
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EXHIBIT A
7
NORTH QUARTER CORNER NORTHEAST CORNER
SEC. 16 SEC. 16
T.3N.,R.1W., B.M. T.3N.,R.1W., B.M.
S.9 CP&F INSTR. No. 112067278 (BASIS OF BEARING) CP&F INSTR. No. 2018-016068
— — — — — — — — S89°24'22"E 2641.42' — — — — — — — — S.9 SA O _ Annexation Map
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CP&F INSTR. No. 2017-069027 T.3N.,R.1W., B.M.
CP&F INSTR. No. 2016-030754 PN 121102 SHEET 1 OF 1
`� LEGAL DESCRIPTION
0 r A` T H E Page 1 of 1
LAN D
GROUP
April 5, 2022
Project No. 121102
EXHIBIT A
BLACK CAT ROAD-CHESTER PARCEL
ANNEXATION DESCRIPTION
A parcel of land located in the East Half of Section 16, Township 3 North, Range 1 West, Boise Meridian,
Ada County, Idaho, being more particularly described as follows:
Commencing at the Section Corner common to Sections 9, 10, 15 and 16 of said Township 3 North, Range
1 West, (from which point the North One Quarter Corner of said Section 16 bears North 89'24'22"West,
2641.42 feet distant);
Thence from said Section Corner, South 00' 43' 09" West, a distance of 1328.57 feet on the East line of
said Section 16 to the North 1/16th Corner common to said Sections 15 and 16,said point being the POINT
OF BEGINNING;
Thence South 00' 43' 09" West, a distance of 1328.69 feet on the East line of said Section 16 to
the East One Quarter Corner of said Section 16;
Thence South 00°43' 16" West, a distance of 99.88 feet on the East line of said Section 16;
Thence North 89' 16' 53" West, a distance of 347.44 feet;
Thence South 00°46' 01" West, a distance of 454.28 feet;
Thence South 89° 16' 53" East, a distance of 347.82 feet to a point on the East line of Section 16;
Thence South 00°43' 16" West, a distance of 460.21 feet on the East line of Section 16 to a point
on the centerline of Interstate 1-84;
Thence North 80° 32' 51" West, a distance of 2658.94 feet on the centerline of Interstate 1-84 to
a point on the north-south mid-section line of said Section16;
Thence North 00° 29' 23" East, a distance of 606.72 feet on the north-south mid-section line of
said Section 16 to the Center Quarter Corner of said Section 16;
Thence North 00' 29' 04" East, a distance of 1327.72 feet on the north-south mid-section line of
said Section 16 to the Center-North 1/16th Corner of said Section 16;
Thence South 89° 23' 16" East, a distance of 2635.98 feet on the east-west 1/16th line of the
Northwest Quarter of said Section 16 to the POINT OF BEGINNING.
The above described parcel contains 125.59 acres more or less.
L LAND /
PREPARED BY:
THE LAND GROUP, INC.
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James R. Washburn Tt 0E 0
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462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
`� LEGAL DESCRIPTION
0 r A` T H E Page 1 of 2
LAN D
GROUP
April 5, 2022
Project No. 121102
EXHIBIT A
BALCK CAT ROAD
COMBINED ANNEXATION DESCRIPTION
A parcel of land located in the East Half of Section 16, Township 3 North, Range 1 West, Boise Meridian,
Ada County, Idaho, being more particularly described as follows:
Commencing at the Section Corner common to Sections 9, 10, 15 and 16 of said Township 3 North, Range
1 West, (from which point the North One Quarter Corner of said Section 16 bears North 89'24'22"West,
2641.42 feet distant);
Thence from said Section Corner, South 00' 43' 09" West, a distance of 1328.57 feet on the East line of
said Section 16 to the North 1/16th Corner common to said Sections 15 and 16,said point being the POINT
OF BEGINNING;
Thence South 00' 43' 09" West, a distance of 1328.69 feet on the East line of said Section 16 to
the East One Quarter Corner of said Section 16;
Thence South 00°43' 16" West, a distance of 99.88 feet on the East line of said Section 16;
Thence North 89' 16' 53" West, a distance of 347.44 feet;
Thence South 00°46' 01" West, a distance of 454.28 feet;
Thence South 89° 16' 53" East, a distance of 347.82 feet to a point on the East line of Section 16;
Thence South 00°43' 16" West, a distance of 460.21 feet on the East line of Section 16 to a point
on the centerline of Interstate 1-84;
Thence North 80° 32' 51" West, a distance of 2658.94 feet on the centerline of Interstate 1-84 to
a point on the north-south mid-section line of said Section16;
Thence North 00° 29' 23" East, a distance of 606.72 feet on the north-south mid-section line of
said Section 16 to the Center Quarter Corner of said Section 16;
Thence North 00' 29' 04" East, a distance of 1327.72 feet on the north-south mid-section line of
said Section 16 to the Center-North 1/16th Corner of said Section 16;
Thence South 89° 23' 16" East, a distance of 2635.98 feet on the east-west 1/16th line of the
Northwest Quarter of said Section 16 to the POINT OF BEGINNING.
The above described parcel contains 125.59 acres more or less.
TOGETHER WITH:
A parcel of land located in the West Half of the Northwest One Quarter of Section 15,Township 3 North,
Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows:
Commencing at the Section Corner common to Sections 9, 10, 15 and 16 of said Township 3 North, Range
1 West, (from which point the West One Quarter Corner of said Section 15 bears South 00°43' 09" West,
2657.26 feet distant);
462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
Page 2 of 2
Thence from said Section Corner, South 00'43' 09" West, a distance of 1117.31 feet on the West line of
said Section 15 to the Northwest Corner of that Parcel shown on Record of Survey Number 639 of Ada
County Records, said point being the POINT OF BEGINNING;
Thence South 89°16'46" East, a distance of 176.25 feet on the north line of said Record of Survey
Number 639;
Thence South 00'43'09"West,a distance of 263.50 feet on the east line of said Record of Survey
Number 639;
Thence North 75°41'S1"West,a distance of 181.32 feet on the south line of said Record of Survey
Number 639 to a point on the west line of said Section 15;
Thence North 00°43' 09" East, a distance of 220.92 feet on the west line of said Section 15
to the POINT OF BEGINNING.
The above described parcel contains 0.98 acres more or less.
PREPARED BY:
THE LAND GROUP, INC. L LAN
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James R. Washburn �1,��� DF
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IE OUT: 2536.05, 8-IN PVC (N)
RIM: 2552.92± STA: 110+36.85, 3.81'L CONSTRUCTION
IE IN: 2534.75, 8-IN PVC (W) RIM: 2553.46±
IE IN: 2534.75, 8-IN PVC (S) IE IN: 2533.43, 10-IN PVC (S) Project No.: 121102
IE OUT: 2534.49, 10-IN PVC (N)
3 Date of Issuance: 10-06-2021
2525 2525 Project Milestone: 10-06-2021
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2550 2550
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326-LF OF 8-IN PVC AT 0.40%
SSMH 05
NOT FOR
48-IN MH PER ISPWC SD-501
STA: 127+17.40,4.00'R 48-ISSMH 04
2535 RIM:2561.01± STA: MH PER ISPWC SD-501 2535
TA: 123+91.82,4.00'R
IE OUT: 2540.23, 8-IN PVC (N) SSMH 03
RIM: 2558.07±
48-IN MH PER ISPWC SD-501 Qo Qo
IE IN: 2538.93, 8-IN PVC (S) STA: 120+66.24, 4.00'R
IE OUT:2538.83,8-IN PVC (N) RIM: 2555.79+
5
IE IN: 2537.54, 8-IN PVC (S) CONSTRUCTION
IE OUT: 2537.44, 8-IN PVC (N) 2530
Project No.: 121102
3 Date of Issuance: 10-06-2021
Project Milestone: 10-06-2021
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VERTICAL SCALE: 1" = 5' ■ANN
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2540 2540
378-LF OF 8-IN PVC AT 0.40%
358-LF OF 8-IN PVC AT 0.40%
2535 SSMH 07 2535
400-LF OF 8-IN PVC AT 0.40% NOT FOR
I
48-IN MH PER ISPWC SD-501
STA:47+61.62, 6.001L SSMH 06
RIM: 2549.89± 48-IN MH PER ISPWC SD-501
IE IN: 2537.98, 8-IN PVC (W) STA: 44+04.01, 6.001L SSMH 01 Oo 00
IE IN: 2537.98, 8-IN PVC (S) RIM: 2553.18± 48-IN MH PER ISPWC SD-501
2530 IE OUT: 2537.88, 8-IN PVC (E)
IE IN: 2536.45, 8-IN PVC (W) STA:40+04.01, 6.001E
2530
IE OUT: 2536.35, 8-IN PVC (E) RIM: 2552.92±
IE IN: 2534.75, 8-IN PVC (W) CONSTRUCTION
IE IN: 2534.75, 8-IN PVC (S)
IE OUT: 2534.49, 10-IN PVC (N) Project No.: 121102
3 Date of Issuance: 10-06-2021
2525 2525 Project Milestone: 10-06-2021
N Ln O � O M M O M � O O r M N Ln r M r O r M M O LfJ M ti O O O r` r M V O I� O O O
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North Driveway
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E
Mao
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WATER MAIN EXTENDS TO FRANKLIN RD. 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH �� W_ T H E
SEE SHEET C100 MUNICIPAL SANITARY SEWER AND POTABLE WATER SERVICES CAN BE LAND
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EXTENDED TO AND SERVE THE PROPOSED PROJECT.THESE ARE NOT DETAILED .
C-DT CONSTRUCTION PLANS. CHANGES SHOULD BE ANTICIPATED BETWEEN THESE . G R O U P
N CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED
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2550 2550
5 5 273-LF OF 8-IN PVC AT 0.60%
2545
297-LF OF 8-IN PVC AT 0.40%
SSMH 12 198-LF OF 8-IN PVC AT 0.40%
48-IN MH PER ISPWC SD-501
STA: 62+86.09, 6.00'L SSMH 11 378-LF OF 8-IN PVC Al 0.40%
2540 RIM: 2551.42± 48-IN MH PER ISPWC SD-501 2540
IE OUT: 2545.03, 8-IN PVC (E) STA: 60+13.44, 6.00'L SSMH 10
RIM: 2551.14± 48-IN MH PER ISPWC SD-501 SSMH 09
STA: 57+16.52, 6.00'L 48-IN MH PER ISPWC SD-501
IE IN: 2543.39, 8-IN PVC (W) RIM: 2550.85± STA: 55+18.43, 6.00'L SSMH 08
IE OUT: 2543.29, 8-IN PVC (E) RIM: 2550.65± 48-IN MH PER ISPWC SD-501
IE IN: 2542.10, 8-IN PVC (W) � NOT FOR
2535 IE OUT: 2542.00, 8-IN PVC (E) IE IN: 2541.21, 8-IN PVC (W) STA: 51+40.03, 6.00'L
IE OUT: 2541.11, 8-IN PVC (E) RIM: 2550.27±
IE IN: 2539.60, 8-IN PVC (W)
IE OUT: 2539.50, 8-IN PVC (E)
OO o0
2530 2530
CONSTRUCTION
Project No.: 121102
3 Date of Issuance: 10-06-2021
2525 2525 Project Milestone: 10-06-2021
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LO
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
North Driveway
N o
63+00 62+00 61+00 60+00 59+00 58+00 57+00 56+00 55+00 54+00 53+00 52+00 51+00
E
Mao
C212
\ \ \ i I I\�I I I 'll IIIIIII 117 Sheet Notes: ��—�
o N fi \ \ \ \\ I ��- IIII III IIIII IIII 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH =� ��j°�� T H E
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III IIII CONCEPTS AND FINAL ENGINEERING DESIGNS OF THE PROPOSED
IIIIIIII II IIII
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N \ I \\ \ \ \ I III \ IIIII 1111
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317-LF OF 8-IN PVC AT 0.40% 2540
SSMH 15 317-LF OF 8-IN PVC AT 0.40%
48-IN MH PER ISPWC SD-501
STA: 10+94.05, 0.15'R SSMH 14
RIM: 2552.32± 48-IN MH PER ISPWC SD-501
STA: 7+62.90, 0.00' SSMH 13
NOT FOR
IE IN: 2542.14, 8-IN PVC (W) 48 IN MH PER ISPWC SD 501 2535
RIM: 2551.60± SSMH 07
STA: 4+45.56, 0.00'
2535 IE IN: 2542.14, 8-IN PVC (SE)
IE OUT: 2542.04, 8-IN PVC (N) IE IN: 2540.72, 8-IN PVC (S) RIM: 2550.52± 48-IN MH PER ISPWC SD-501
IE OUT: 2540.62, 8-IN PVC (N) STA: 1+28.22, 0.00'
IE IN: 2539.35, 8-IN PVC (S) RIM:2549.89±
IE OUT: 2539.25, 8-IN PVC (N)
IE IN:2537.98,8-IN PVC (W) Qo Qo
IE IN:2537.98,8-IN PVC (S)
2530 IE OUT: 2537.88, 8-IN PVC (E) 2530
CONSTRUCTION
Project No.: 121102
3 Date of Issuance: 10-06-2021
2525 2525 Project Milestone: 10 06 2021
CO N O� CO N M O O I` LO N O 6) N CO LO M W r N CO LO Lf") O C+"J O ti ~ C r W ~ r Cl) W 6)
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/ / \ / pNP • 1. THESE CONCEPTUAL ENGINEERING PLANS PRESENT ONE METHOD BY WHICH =� � T H E
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2530 2530
CONSTRUCTION
Project No.: 121102
3 Date of Issuance: 10-06-2021
2525 2525 Project Milestone: 10 06 2021
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2530 2530
CONSTRUCTION
Project No.: 121102
3 Date of Issuance: 10-06-2021
2525 2525 Project Milestone: 10-06-2021
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TMISAP 3-Lane Commercial / Industrial - Onsite Typical Section WITH 10-FT MULTI-USE PATHWAYS
Scale: NTS
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TMISAP 3-Lane Commercial / Industrial - Offsite N-S Collector WITH 10-FT MULTI-USE PATHWAY ON EAST SIDE ONLY NOT FOR
2 Scale: NTS
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CONSTRUCTION
Project No.: 121102
Date of Issuance: 08-08-2021
Project Milestone: CONCEPT DESIGN
Roadway Concepts
Typical Sections
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