HomeMy WebLinkAboutZ-7500-H Response to comments 100521
11719 Hinson Road, Suite 130E
Little Rock, AR 72212
(501) 690-3456 – jggriffinpe@gmail.com
City of Little Rock Planning and Development
Planning Commission Hearing/November 18, 2021
Applicant Comments for Proposed Development
Z-7500-H (14524 Cantrell Road)
Development Comments:
1. Provide proposal uses for strip center building (C-3 permitted uses?)
Ambulance service post.
Amusement, (commercial, inside).
Animal clinic (enclosed).
Antique shop, with repair.
Appliance repair.
Auto glass or muffler shop.
Auto parts and accessories.
Auto repair garage Bakery or
confectionery shop.
Bank or savings and loan office.
Bar, lounge or tavern.
Barber and beauty shop.
Beverage shop.
Book and stationery store.
Brewery.
Butcher shop.
Cabinet and woodwork shop.
Camera shop.
Catering, commercial.
Church.
Cigar, tobacco and candy store.
Clinic (medical, dental or optical).
Clothing store.
Community welfare or health center
Custom sewing and millinery.
Day nursery or day care center.
Day care center, adult.
Drugstore or pharmacy.
Duplication shop.
Eating place & drive-in service
Establishment of a religious, charitable or
philanthropic organization.
Event center.
Feed store.
Florist shop.
Food store, with sales of beer or wine.
Furniture store.
Glass or glazer. Installation, repair and
sales. Group care facility.
Handicraft, ceramic sculpture, artwork.
Hardware or sporting goods store.
Health studio or spa.
Hobby shop.
Home center.
Hotel or motel.
Jewelry store.
Job printing, lithographer, printing
Key shop.
Laboratory.
Landscape service.
Laundromat, pickup station, cleaning.
Lawn and garden center, enclosed.
Library, art gallery, museum or similar
public use.
Medical appliance fittings and sales.
Medical marijuana cultivation facility.
Medical marijuana dispensary.
Microbrewery or microbrewery restaurant.
Mini-warehouse.
Mortuary or funeral home, Crematorium.
Nursing home or convalescent home.
Office (general and professional).
Office, showroom with warehouse (with
retail sales, enclosed).
Office equipment sales and service.
Office warehouse.
Optical shop.
Paint and wallpaper store.
Parking, commercial lot or garage.
Pawnshop.
Pet shop.
Photography studio.
Private club with dining or bar service.
Private school, kindergarten or institution
for special education.
Retail uses not listed (enclosed).
School (business).
School (commercial, trade or craft).
School (public or denominational).
Secondhand store (used furniture or
rummage shop).
Shoe repair.
Small engine repair.
Studio (art, music, speech, drama, dance
or other artistic endeavors).
Studio broadcasting and recording.
Swimming pool sales and supply.
Tailor.
Taxidermist.
Taxi office.
Tool and equipment rental.
Travel bureau.
Truck or trailer rental or leasing
Upholstery shop, furniture.
Upholstery shop, auto.
2. Provide hours/ days of operation.
Normal business hours: 7:00 a.m. - 10:30 p.m. daily, If open during the hours between 10:30 p.m. and
7:00 a.m. all businesses shall not annoy or disturb the quietness, comfort or peace of any resident
adjacent to the development.
3. Provide traffic study for proposed development.
See attached traffic study by Ernie Peters, PE.
4. Provide preliminary grading plan.
See attached revised site plan review for drainage arrows and infrastructure.
5. Provide cross-sections through various sections of the site.
I am updating adjacent property pagis contours, I will provide this in the next week.
6. Provide height of all buildings.
The main storage building will be 60’ max. All other buildings will be 35’ max.
7. Provide building elevations.
No See attached.
8. Provide dimensions of all buildings.
See revised plan.
9. Provide dimensions from all buildings to all property lines.
See revised plan.
10. Provide dimensions between buildings.
See revised plan.
11. Will the development be constructed in phases? If so, show on site plan.
Yes, see revised plan. Probably 3 phases: 1) retail/office bldg to west 2) 3-story Storage bldg. 3)
remainder on storage. We will be grading everything in the first stage to complete the LOMR-F.
12. Will there be any outdoor RV storage? Will the building labeled for RV storage beenclosed?
Yes but screened. Yes.
13. Dedicate easement for bike path and construct bike path.
An access easement will be provided and the bike path will be constructed per master street plan.
14. Required parking for strip center building is 143 spaces. 166 are provided on the site plan. This should
be sufficient to serve the strip center and mini storage uses.
Agreed, we have sufficient parking.
15. Increase west buffer to at least 48 feet.
We will provide 41ft. See explanation below in comment 2 buffer requirements.
16. Any site lighting must be low-level and directed away from adjacent properties.
Will comply.
17. Dumpster area must be screened per ordinance requirements.
Will comply.
18. Provide signage plan for the development or note that all signage will conform with the ordinance
requirements for commercial signs (Section 36-555 of the City’s Zoning Ordinance).
All signage will comply with the City of Little Rock ordinance.
Civil Engineering Comments:
1. A grading permit must be obtained prior to initiation of work. Grading Permit applications are found at
https://www.littlerock.gov/city-administration/citydepartments/public-works/ Grading permits are issued
by the Planning and Development Dept. at 723 West Markham Street after approval of erosion control
plan and soil loss calculations. Also, obtain prior approval from the Zoning Division at 371-4864.
Contact Planning and Development Dept., Civil Engineering Private Development at 501-918-5348 or
at 501-399-3470 or CEPermits@littlerock.gov to schedule an appointment for issuance or to answer
any questions. Permit cost is based on total project area at $100.00 for the less than ½ acre, $200.00
for ½ to 1 acre, and $200.00 for the first acre and $100.00 for each additional acre for project greater
than 1 acre.
We currently have a grading permit for the property. Any additional permitting will be obtained prior to
construction.
2. A Special Flood Hazard Development Permit is required to be obtained to prior to beginning
construction. The Special Flood Hazard Development Permit application can be found at
https://www.littlerock.gov/city-administration/citydepartments/public-works/ Special Flood Hazard
Development Permits are issued by the Planning and Development at 723 West Markham Street and
no fee collected for issuance. Contact Planning and Development Dept. Civil Engineering Private
Development at 501-399-3470 or CEPermits@littlerock.gov to schedule an appointment for issuance or
to answer any questions.
We will obtain a SFHA development permit prior to construction.
3. The property or portion of the property lies within the 100 year floodplain. The lowest finished floor
(including basement) of the proposed structure must be elevated to at least 1 foot above the base flood
elevation. Attendant utility and sanitary facilities must be elevated to above the base flood elevation.
The finished floor elevation of at least 1 foot above the base flood elevation must be shown on the
grading plan and all final plats.
We will comply.
4. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas NPDES
permit. Contact the Arkansas Department of Environmental Quality, NPDES branch at 501-682-0744
for applications and information about General Stormwater Discharge Construction Permit
#ARR150000.
All ADEQ permits will be obtained prior to construction.
5. A substantial area of the site lies within the regulated floodway and floodplain of Rock Creek. No future
construction of any structures, improvements to the interior of the structures over 50% of the market
value of the structure, parking areas, or placement of fill materials are allowed within the floodway.
No construction will occur in the regulated floodway. Also, see attached approved CLOMR.
6. In accordance with Section 31-176, floodway areas must be shown as floodway easements or be
dedicated to the public. In addition, a 25-foot-wide drainage and access easement is required adjacent
to the floodway boundary.
Flooding, drainage, and access easements will be provided. See plan.
7. Alteration of the water course will require approval from the Little Rock District of the US Army Corps of
Engineers prior to start of work.
A CLOMR was obtained, see attached.
8. Provide a Sketch Grading and Drainage Plan per Sec. 29.186(e).
See attached revised site plan review.
9. Provide stormwater detention location.
See attached revised site plan review.
10. The existing driveway creates left turn conflicts with Jerry Drive. Due to the proposed traffic volumes,
the existing driveway should be relocated to align with Jerry Drive to alleviate the unsafe driving
condition. Show Jerry Drive on the southside of Cantrell Road on the site plan. This can remain if
ARDOT is planning on building a median or wall.
This is probably a non-issue due to the current ArDOT Plan for this location. See below per ArDOT
website.
As a part of the updated traffic study, we are assuming 100% of the site traffic would come and go via
the Taylor Loop intersection. While it is acknowledged that with the connection to the Pinnacle Station
that is included in the site plan, some traffic could use the Pinnacle Station drive, but it is more for
convenience of patrons that might choose to go to both sites and thus would be what is commonly
referred to as ”internal trip capture.” With the benefit of traffic signal control via Taylor Lo op, and that
access to-from Hamilton Station being much more direct via the connection to Taylor Loop, I believe it
would be very little volume that might be added to the Pinnacle Station drive near Jerry Drive,
especially during the peak periods of traffic. It should be recognized also that with the new propose land
uses, the trips generated are very low. The total entering and exiting volume during the AM peak hour
is only 48 vehicles (Less that one per minute counting inbound and outbound!). Similarly, the PM peak
site generated volume is calculated to only be 95 vehicles in an hour (combined inbound and
outbound), or only about 1.5 per minute. This development is a very low trip generator and it is highly
unlikely it will add significant volume at the Pinnacle Station drive. Trip generation estimates are shown
below.
11. Will the east driveway serve as an emergency access only or will it provide a second access for
apartment occupants and staff?
No apartment will be built. It will be an open access. We are adjacent to the Cantrell overlay district
which promotes cross access between developments.
12. Obtain approval from the property owner for the east driveway thru the adjacent property. Show on
plan a shared access easement to Cantrell Road.
We will file an easement as required.
13. Submit a Traffic Impact Study for the proposed project due to the amount of vehicular traffic on Hwy 10
and the amount of left turn movements. Study should address trip generation and trip distribution for the
development and also should take into account existing and projected traffic.
See attached traffic study by Ernie Peters, PE.
14. Access easements should be obtained for access to the property through other private properties. The
west access at the Taylor Loop Road intersection is proposed to be taken thru an existing parking lot or
service easement not constructed to a private commercial street standard. The existing service
easement has 9 uncontrolled curb cuts, backout parking spaces, and no pedestrian access to new and
existing development.
We will file an easement as required. The road will be constructed to commercial street standards.
Please see exhibit “the Hamilton Redeveloped Entrance” for improvements to correct uncontrolled curb
cuts, backout parking spaces, and no pedestrian access to the proposed development.
15. Obtain permits for improvements within State Highway right-of-way from AHTD, District VI.
Any required permits from ArDOT will be obtained prior to construction.
16. Alteration of the water course will require approval from the Little Rock District of the US Army Corps of
Engineers prior to start of work.
Will comply.
17. A right turn lane should be constructed on Cantrell Road for the east driveway and the taper extended
to the adjacent property's driveway. The right turn lane should consist of 100 ft taper and 50 ft stack.
This seems to be a comment for Pinnacle Station or Capers Restaurant. This is not part of our
development. We only have access through an easement. I will note when Pinnacle station was
developed and reviewed, part our development was rezoned also. We know ArDOT has plans to
reconstruct this area and any hwy 10 roadway work would seem unnecessary and redundant.
18. The existing service easement cannot be used for vehicle backing. All parking spaces backing into the
service easement must be removed or a variance requested. The easements should be constructed to
commercial street standard with sidewalks.
We will be requesting a variance for this. All of these easements will be constructed to commercial
street standard with sidewalks.
19. All signage and striping must comply with MUTCD.
Will comply.
Little Rock Water Reclamation Authority Comments:
1. Planned Development: Commercial Retain easements for existing sewer mains.
We will obtain approval from LRWRA prior to construction.
Little Rock Fire Department:
We will comply with all fire marshal comments.
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas
Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is
located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of
shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol.
1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in
grade except as approved by the fire chief. If the grade exceeds 10 percent,
approval will be denied and the applicant must submit request to be reviewed
by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code
Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter
constructed shall be accessible to fire department apparatus by way of an approved fire apparatus
access road with an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments – 2 means of access. - Maintain fire apparatus access roads
as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30
feet or three stories in height shall have at least two means of fire apparatus access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross
building area of more than 62,000 square feet shall be provide with two separate and approved fire
apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have a single
approved fire apparatus access road when all building are equipped throughout with approved
automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a
distance apart equal to not less than one half of the length of the maximum overall diagonal dimension
of the lot or area to be served, measured in a straight line between accesses.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101 –
C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire
Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal Derek N Ingram 501-918-3756
Number and Distribution of Fire Hydrants as per Table C105.1.
BUFFER AND LANDSCAPE REQUIREMENTS:
1. Site plan must comply with the City’s minimal landscape and buffer ordinance requirements.
Will Comply.
2. A land use buffer six (6) percent of the average width / depth of the lot will be required when an
adjacent property has a dissimilar use of a more restrictive nature. As a component of all land use
buffer requirements, opaque screening, whether a fence or other device, a minimum of six (6) feet in
height shall be required upon the property line side of the buffer. Easements cannot count toward
fulfilling this requirement. The plantings, existing and purposed, shall be provided within the landscape
ordinance of the city, section 15-81.
The average width of the lot is approximately 800 feet. A minimum forty-eight (48) foot buffer is
required adjacent to the R-2 zoned property to the west. Screening requirements will need to be
met adjacent to the north, east, and west R-2 zoned properties.
Frank Riggins, ASLA previously submitted a buffer determined by the weighted average method due to
the irregular shape of the parcel. The minimum buffer determined was 41’ which was previously
accepted by your department in previous PZD applications. Also, the applicant reached an agreement
with the adjacent developer to provide a 41’ undisturbed buffer.
3. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining
property or the right-of-way of any street, highway or freeway. This strip shall be at least nine (9) feet
wide. Provide trees with an average linear spacing of not less than thirty (30) feet within the perimeter
planting strip. Provide three (3) shrubs or vines for every thirty (30) linear feet of perimeter planting
strip.
Will Comply.
4. Landscape areas shall be provided between the vehicular use area used for public parking and the
general vicinity of the building, excluding truck loading or service areas not open to public parking.
These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use
area.
Will Comply.
5. Eight percent (8%) of the vehicular use area must be designated for green space; this green space
needs to be evenly distributed throughout the parking area(s). For developments with more than one
hundred fifty (150) parking spaces the minimum size of an interior landscape area shall be three
hundred (300) square feet. Interior islands must be a minimum of seven and one half (7 1/2) feet in
width. Trees shall be included in the interior landscape areas at the rate of one (1) tree for e very twelve
(12) parking spaces.
Will Comply.
6. A landscape irrigation system shall be required for developments of one (1) acre or larger.
Will Comply.
7. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site.
Credit toward fulfilling Landscape Ordinance requirements can be given when preserving trees of six
(6) inch caliper or larger.
We want to save as many trees as possible for the construction of this project.
If you have any questions or comments, please don’t hesitate to call me at 501-690-3456.
Sincerely,
Jess Griffin
Jess Griffin, PE, CFM
Engineer Consultant
Case No.: 21-06-2430CDate: CLOMR-F
Federal Emergency Management Agency
Washington, D.C. 20472
Page 1 of 3 September 16, 2021
APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY:34.803191, -92.436316
SOURCE OF LAT & LONG: LOMA LOGIC
COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION
COMMUNITY
AFFECTED
MAP PANEL
NUMBER: 05119C0312G;
05119C0316G
DATE: 7/6/2015; 7/6/2015
FLOODING SOURCE: ISOM CREEK
CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
A portion of Lot 2, Lowe Addition; and a portion of Section 18, Township
2 North, Range 13 West, as shown on the Plat and Quitclaim Deed
recorded as Instrument Nos. 2009050256 and 2012082135; both in the
Office of the County Clerk, Pulaski County, Arkansas
The portion of property is more particularly described by the following
metes and bounds:COMMUNITY NO.: 050181
DATUM: NAD 83
COMMENT DOCUMENT
CONDITIONAL LETTER OF MAP REVISION BASED ON FILL
COMMENT TABLE REGARDING THE PROPOSED PROPERTY (PLEASE NOTE THAT THIS IS NOT A FINAL DETERMINATION. A FINAL
DETERMINATION WILL BE MADE UPON RECEIPT OF AS-BUILT INFORMATION REGARDING THIS PROPERTY.)
STREET FLOOD
ZONE
LOWEST
LOT
ELEVATION
(NAVD 88)
BLOCK/
SECTION SUBDIVISIONLOT
OUTCOME 1% ANNUAL
CHANCE
FLOOD
ELEVATION
(NAVD 88)
LOWEST
ADJACENT
GRADE
ELEVATION
(NAVD 88)
WHAT WOULD BE
REMOVED FROM
THE SFHA
--296.0 feet--293.6 feetX
(unshaded)
Portion of Property------
Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or
exceeded in any given year (base flood).
ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.)
LEGAL PROPERTY DESCRIPTION
PORTIONS REMAIN IN THE FLOODWAY
CONDITIONAL LOMR-F DETERMINATION
REVISED BY LETTER OF MAP REVISION
STATE LOCAL CONSIDERATIONS
This document provides the Federal Emergency Management Agency's comment regarding a request for a Conditional Letter of Map Revision
based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map,
we have determined that the proposed described portion(s) of the property(ies) would not be located in the SFHA, an area inundated by the flood
having a 1-percent chance of being equaled or exceeded in any given year (base flood) if built as proposed. Our final determination will be made
upon receipt of a copy of this document, as-built elevations, and a completed Community Acknowledgement form. Proper completion of this form
certifies the subject property is reasonably safe from flooding in accordance with Part 65.5(a)(4) of our regulations. Further guidance on
determining if the subject property is reasonably safe from flooding may be found in FEMA Technical Bulletin 10-01. A copy of this bulletin can be
obtained by calling the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or from our web site at
http://www.fema.gov/mit/tb1001.pdf. This document is not a final determination; it only provides our comment on the proposed project in relation
to the SFHA shown on the effective NFIP map.
This comment document is based on the flood data presently available. The enclosed documents provide additional information regarding this
request. If you have any questions about this document, please contact the FEMA Mapping and Insurance eXchange toll free at (877) 336-2627
(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite
500, Alexandria, VA 22304-6426.
Patrick “Rick” F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
Case No.: 21-06-2430CDate: CLOMR-F
Federal Emergency Management Agency
Washington, D.C. 20472
Page 2 of 3 September 16, 2021
CONDITIONAL LETTER OF MAP REVISION BASED ON FILL
COMMENT DOCUMENT
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
LEGAL PROPERTY DESCRIPTION (CONTINUED)
COMMENCING AT THE SOUTHWEST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF
THE SOUTHEAST QUARTER OF SAID SECTION 18, SAID POINT ALSO PLATTED AS THE SOUTHEAST
CORNER OF LOT 2, LOWE ADDITION; THENCE ALONG THE BOUNDARY OF LOT 2, LOWE ADDITION
N87°41'30'W 289.56 FEET; THENCE N01°48'01"E 329.65 FEET TO THE POINT OF BEGINNING; THENCE
N01°48'01"E 304.85 FEET; THENCE S49°53'27"E 344.61 FEET; THENCE S83°40'36"E 437.06 FEET; THENCE
S53°32'00"E 76.15 FEET; THENCE S6°36'56"E 76.40 FEET; THENCE S36°51'12"E 70.86 FEET; THENCE
S40°05'05"W 20.80 FEET; THENCE N67°51'20"E 481.21 FEET; THENCE S46°39'47"W 496.30 FEET TO THE
POINT OF BEGINNING
PORTIONS OF THE PROPERTY REMAIN IN THE FLOODWAY (This Additional Consideration applies to
the preceding 1 Property.)
A portion of this property is located within the Special Flood Hazard Area and the National Flood Insurance
Program (NFIP) regulatory floodway for the flooding source indicated on the Determination/Comment
Document while the subject of this determination is not. The NFIP regulatory floodway is the area that must
remain unobstructed in order to prevent unacceptable increases in base flood elevations. Therefore, no
construction may take place in an NFIP regulatory floodway that may cause an increase in the base flood
elevation, and any future construction or substantial improvement on the property remains subject to Federal,
State/Commonwealth, and local regulations for floodplain management. The NFIP regulatory floodway is
provided to the community as a tool to regulate floodplain development. Modifications to the NFIP regulatory
floodway must be accepted by both the Federal Emergency Management Agency (FEMA) and the
community involved. Appropriate community actions are defined in Paragraph 60.3(d) of the NFIP
regulations. Any proposed revision to the NFIP regulatory floodway must be submitted to FEMA by
community officials. The community should contact either the Regional Director (for those communities in
Regions I-IV, and VI-X), or the Regional Engineer (for those communities in Region V) for guidance on the
data which must be submitted for a revision to the NFIP regulatory floodway. Contact information for each
regional office can be obtained by calling the FEMA Mapping and Insurance eXchange toll free at (877) 336-
2627 (877-FEMA MAP) or from our web site at http://www.fema.gov/about/regoff.htm.
CONDITIONAL LOMR-F DETERMINATION (This Additional Consideration applies to the
preceding 1 Property.)
Comments regarding this conditional request are based on the flood data presently available. Our final
determination will be made upon receipt of this Comment Document, certified as-built elevations and/or
certified as-built survey. Since this request is for a Conditional Letter of Map Revision based on Fill, we will
also require the applicable processing fee, and the “Community Acknowledgement” form. Please note that
additional items may be required before a final as-built determination is issued.
This letter does not relieve Federal agencies of the need to comply with Executive Order 11988 on Floodplain
Management in carrying out their responsibilities and providing Federally undertaken, financed, or assisted
construction and improvements, or in their regulating or licensing activities.
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA
Mapping and Insurance eXchange toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management
Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426.
Patrick “Rick” F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
Case No.: 21-06-2430CDate: CLOMR-F
Federal Emergency Management Agency
Washington, D.C. 20472
Page 3 of 3 September 16, 2021
CONDITIONAL LETTER OF MAP REVISION BASED ON FILL
COMMENT DOCUMENT
ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS)
REVISED BY LETTER OF MAP REVISION (This Additional Consideration applies to the
preceding 1 Property.)
The effective National Flood Insurance Program map for the subject property, has since been revised by a
Letter of Map Revision (LOMR) dated 9/4/2018. The 9/4/2018 LOMR has been used in making the
determination/comment for the subject property.
STATE AND LOCAL CONSIDERATIONS (This Additional Consideration applies to all properties in the
CLOMR-F COMMENT DOCUMENT)
Please note that this document does not override or supersede any State or local procedural or substantive
provisions which may apply to floodplain management requirements associated with amendments to State or
local floodplain zoning ordinances, maps, or State or local procedures adopted under the National Flood
Insurance Program.
This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA
Mapping and Insurance eXchange toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management
Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426.
Patrick “Rick” F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
BUILDING "A"3 STORY STORAGE15,300 S.F./ FLR.21 PARKING SPACES45,900 S.F. TOTALS1° 52' 31"W 586.80'PROJECT SITEArea : 10.63 ACS11° 36' 4
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SITE PLAN REVIEW PROJECT CONTACT INFORMATION:OWNER /DEVELOPER: REES COMMERCIAL11719 HINSON ROAD, SUITE 130LITTLE ROCK, ARKANSAS 72212 PHONE: (501) 223-9298CIVIL ENGINEER:JESS GRIFFIN PE CFM5 KINGSTON DRIVELITTLE ROCK, AR 72227 PHONE: (501) 690-3456ARCHITECT: ROARK PERKINS PERRY YELVINGTONARCHITECTURE & INTERIOR DESIGN713 W SECOND STREETLITTLE ROCK, ARKANSAS 72201 PHONE: (501) 372-0272LANDSCAPE ARCHITECT:FRANK RIGGINS, ASLAPHONE: (501) 554-2509PROPOSEDEXISTINGDESCRIPTIONSANITARY SEWER LINEFIBER OPTIC LINEOVERHEAD ELECTRIC LINEGAS LINEWATER LINEUNDERGROUND PHONE LINEUNDERGROUND ELECTRIC LINESTORM DRAINAGE PIPEGUY ANCHORFIRE HYDRANTWATER VALVEWATER METERUTILITY POLELIGHT POLESANITARY SEWER MANHOLESANITARY SEWER CLEAN-OUTTELEPHONE PEDESTAL/RISERSIGNELECTRICAL BOXAIR RELEASE VALVEDITCH FLOW LINEGAS REGULATORGAS METERCONTROL POINTCURB INLET/JUNCTION BOXORCATV CABLE LINEFENCEX-XDRAINAGE STRUCTURE - NO.LEGENDFHCOSFHCOPINNACLE STATIONSHOPPING CENTERSBUILDING MATERIALS - BRICK, STONE, GLASS, METAL AT REARMAX BUILDING HEIGHT = 65'DETENTION WILL BE PROVIDED UNDERGROUND CULVERTS.JESS GRIFFIN, PE5 KINGSTON DRIVELITTLE ROCK, AR 72227TEL (501) 690-3456JGGRIFFINPE@GMAIL.COM100 YR FLOODPLAIN100YR FLOODWAYPINNACLE CREEKSHOPPING CENTER14710 CANTRELLSHOPPING CENTEREXISTING SEWER MAIN41' ENHANCEDUNDISTURBEDBUFFER (MIN.)PROPERTY LINECONSTRUCTCURB CUT FOREMERGENCYACCESS TO WEST& BIKE PATHPHASE LINE (TYP.)RECONSTRUCTBIKE PATH(MEET MASTERSTREET PLANREQUIREMENTS)ACCESSEASEMENTDETENTIONAREA W/EASEMENTROOF / DRIVEDETENTION SYSTEMPARKING / STORAGEDETENTION SYSTEM
1" = 10'-0"E A S T E L E V A T I O N 1" = 10'-0"S O U T H E L E V A T I O N 1" = 10'-0"W E S T E L E V A T I O N 1" = 10'-0"N O R T H E L E V A T I O N 1" = 10'-0"S O U T H & N O R T H E L E V A T I O N 1" = 10'-0"E A S T & W E S T E L E V A T I O N Little Rock, Arkansas
HAMILTON STATION
A REES COMMERCIAL PROJECTPRELIMINARYELEVATIONSJOB NO.....DATEA1.1SHEET10-05-21OF2REVISIONSDATE713 W. SECOND STREET LITTLE ROCK AR 72201-2287
YELVINGTON
PERKINS
PERRY
ROARK
(501)372-0272
ARCHITECTURE INTERIOR DESIGN
www.rppyarchitects.com
THE HAMILTON
Redeveloped Entrance