CITY OF SILOAM SPRINGS PLANNING COMMISSION
Transcript of CITY OF SILOAM SPRINGS PLANNING COMMISSION
CITY OF SILOAM SPRINGS PLANNING COMMISSION
Tuesday, April 12, 2016 at 4:00 p.m. City Administration Building
400 N. Broadway
AGENDA
I. Planning Commission
A. Call to OrderB. Roll CallC. Approval of Minutes of the Regular Meeting of February 09, 2016D. Development Permit Approval
1. Lot Split Development Permit, LS16-022207 S. Stateline RdOwner: United Bilt HomesAgent: Don Pitts / Dan Jenkins
2. Significant Development Permit, SD16-01310 N. Progress Ave.Owner: Lykins LeasingAgent: Civil Engineering, Inc. – Ron HomeyerTo the Board of Directors on May 3, 2016
E. Staff Announcement on Upcoming Placemaker’s Conference. April 22-24, Bentonville.http://blockstreetbuilding.com/
F. Adjourn the Planning Commission
MINUTES OF THE REGULAR MEETING OF THE PLANNING COMMISSION OF THE
CITY OF SILOAM SPRINGS, BENTON COUNTY, ARKANSAS, HELD FEBRUARY 9, 2016
The Planning Commission of the City of Siloam Springs, Benton County, Arkansas, met in regular session at the City Administration Building, Tuesday, February 9, 2016. The meeting was called to order by Chairman Mounger. Roll Call: Colvin, Engle, Mounger, Williams, Smith – Present. Blakely, Nation – Absent. City Clerk, Renea Ellis; City Planner, Ben Rhoads; City Engineer, Justin Bland; City Attorney, Jay Williams; all present. A copy of the January 12, 2016, regular minutes had previously been given to each Commissioner. A motion was made by Smith and seconded by Williams to accept the minutes. Mounger called for a voice vote. All Ayes. No Nays. Motion passed. The first item on the agenda was a Lot Split Development Permit, LS16-01, 21490 Davidson Rd., Donald Baird. Ben Rhoads, City Planner, briefed the item. A Motion to approve was made by Colvin and seconded by Smith. Roll Call: Engle, Mounger, Williams, Smith, Colvin – Aye. 5 Ayes. No Nays. Motion passed. There being no further business, a Motion was made by Colvin and seconded by Smith to adjourn. A voice vote was taken. All ayes. Meeting Adjourned. {Seal} APPROVED: ATTEST:
________________________________ Karl Mounger, Chairman ____________________________ Renea Ellis, City Clerk
4/5/16 P.N. 03-00650-000, LS16-02
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STAFF REPORT
TO: Planning Commission FROM: Ben Rhoads, AICP, Senior Planner Cc: Don Clark, Community Services Director DATE: March 21, 2016 RE: Lot Split Development Permit, LS16-02 Recommendation: Approval of LS16-02 (Lot Split Development Permit) Background: APPLICATION REVIEW DATES Planning Commission review: April 12, 2016 Board of Directors review: Not Applicable APPLICANT AND AGENT Applicant/Owner: United Bilt Homes Agent: Don Pitts SUBJECT PROPERTY ADDRESS 2207 S. Stateline Rd. INTERNET MAP INFORMATION Planning staff has created a map made with Google My Maps. Attribution: Map data ©2016 Google Imagery ©2016, Arkansas GIS, DigitalGlobe, Landsat, State of Arkansas, USDA Farm Service Agency Washington County. Please click on the following link to access. This link will only operate if reading this report digitally.
https://www.google.com/maps/d/edit?mid=zHgGzzL4Wl4o.kEOzCvr1OveM&usp=sharing PROJECT INTENT The applicant desires to split a 10.07 acre parcel into two tracts. Tract A consisting of 2.00 acres and Tract 2 consisting of 8.07 acres.
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EXISTING LAND USES AND ZONING
EXISTING LAND USE EXISTING ZONING Vacant / Residential R-2 (Residential, medium)
SURROUNDING LAND USE SURROUNDING ZONING North: Vacant/ Agricultural North: R-2 (Residential, medium) South: Vacant/ Agricultural South: Benton County – No Zoning East: Utilities – Drinking Water Reservoir East: R-2 (Residential, medium) West: Single-Family Residential West: Oklahoma – No Zoning
LOT STANDARDS CONSISTENCY
MINIMUM ZONING REQUIREMENTS
SUBJECT PROPERTY PROPOSAL
Tract A Lot Area: 7,000 sq. ft. 87,120 sq. ft. or 2.00 acres Tract A Lot Width: 60 ft. 142.29 ft. Tract B Lot Area: 7,000 sq. ft. 351,529 sq. ft. or 8.07 acres Tract B Lot Width: 60 ft. 201.29 ft. Average Lot Size: 5.03 acres
STAFF DISCUSSION The applicant is requesting to split a 10.07 acre parcel into two tracts, Tract B, the parent tract, at 8.07 acres and Tract A, the child tract, at 2.00 acres, more or less. The split is occurring off of S. Stateline Rd. on an un-platted metes and bound tract west of City’s water reservoir and due east of the Oklahoma state line. Both tracts will access directly off of Stateline Rd. Tract A once contained a single-family house, but it has been demolished; only a well house remains. The proposal clears the way for a new house to be constructed on Tract A. Both proposed tracts are zoned R-2, meeting the minimum R-2 zoning standards. Utility easements are provided on the perimeter and interior lot lines; however no underground City utilities service the subject property. Should the applicant choose to tap into City water, he will be required to extend the water main on Stateline Rd. has his expense. All City comments have been addressed. LEGAL NOTICE Staff received no information that: the proposal interferes with the reasonable peace or enjoyment of the neighboring
properties; the property values may be substantially damaged; the proposal may impact the present or future uses of neighboring properties; the proposal is not adequately supported by infrastructure.
Site posted: March 2, 2016. Newspaper legal notification: March 27, 2016 (Herald-Leader). Letter legal notification: March 24-26, 2016. Staff received no phone calls or correspondence.
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Fiscal Impact: None Attachments:
Site Specific Proposal General Area Map
LEGENDCENTERLINEBOUNDARYBLDG STBK/UTLY ESMT
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FOUND IRON PINSET IRON PINFENCE CORNERRAILROAD SPIKEPIPEWATER METER
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S1/4 CORNERSECTION 12
T-17-N, R-34-W
SE CORNERS1/2 - NW1/4SECTION 12T-17-N, R-34-W
SW CORNERNW1/4 - NE 1/4
SECTION 12T-17-N, R-34-W
18-15692-000REAGAN, ROSEMARY & KENNETH TRUSTEES1001 S BACONE STMUSKOGEE OK 74403-7608
03-00651-000LOFTIN, JUANA18402 E HWY 16SILOAM SPRINGS AR 72761-8565ZONING: R-2
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18-15695-000HERNANDEZ CORTEZ, SAMUEL H2455 S STATE LINE RDSILOAM SPRINGS AR 72761-4445STEPHENS, ROBERT NITA
2342 STATE LINE RDWATTS OK 74964-9401
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SMITH, PAUL E & TONIPO BOX 1445SILOAM SPRINGS AR 72761-
THOMPSON, BILL FAMILY REVOC711 W UNIVERSITY STSILOAM SPRINGS AR 72761-0000
FLETCHER, EDNA PRR 2 BOX 171WATTS OK 74964-9401
CHOUDHRY, MEHWISH A2184 S STATE LINE RDWATTS OK 74964-
GENERAL ASSEMBLY OFTHE FIRST BORN2234 STATE LINE RD SOWATTS OK 74964
GENERAL ASSEMBLY OFTHE FIRST BORN, INCRR 2 BOX 161WATTS OK 74964-9401
MCCLELLAND, CLYDE JRP O BOX 6967SILOAM SPRINGS AR 72761-0000
HEWES, OBDIA & HEWES,GARY LEE & BALMAINSHIRLEY JOYCE1096 S HWY 59WATTS, OK 74964
STEWART, JIM DEE475 S HWY 59 SWATTS OK 74964-
AMES, BILL & KIEURT 1 BOX 653WATTS OK 74964-
STEWART, JIM DEE475 S HWY 59 SWATTS OK 74964-
RED MAPLE LLCPO BOX 7373SILOAM SPRINGS AR 72761
HEWES, OBDIA & HEWES,GARY LEE & BALMAINSHIRLEY JOYCE1096 S HWY 59WATTS, OK 74964
NOTE: ACCEPTANCE OF THIS PLAT DOESNT GUARANTEESEPTIC SYSTEM APPROVAL.NOTE: THERE IS NO CITY OF SILOAM SPRINGS WATER ORSANITARY SEWER TO THIS PREPERTY. IF CITY OF SILOAMSPRINGS WATER IS DESIRED TO THIS PROPERTY A MAINLINE EXTENSION WILL BE REQUIRED.
ZONING: SILOAM SPRINGS PLANNING AREA, R-2
FLOOD CERTIFICATIONTHE HEREIN DESCRIBED TRACT IS NOT WITHIN THE 100YEAR FLOOD ZONE PER F.I.R.M. COMMUNITY NO.40041C0600E, BENTON COUNTY, AR EFFECTIVE DATE8/04/10.
BASIS OF BEARINGSNAD 83 - SPCS AR NORTH ZONE
SURVEYORS CERTIFICATIONI HEREBY CERTIFY I HAVE SURVEYED HEREIN DESCRIBEDTRACT AND THAT THE PROPERTY LINES AND CORNERMONUMENTS ARE, TO THE BEST OF MY KNOWLEDGE ANDABILITY, CORRECTLY ESTABLISHED AS SHOWN. ALSO, ANYEASEMENTS AND/OR ENCROACHMENTS REVEALED BY SAIDSURVEY ARE SHOWN HEREON.
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JENKINS SURVEYING1552 CEDAR ST.FAYETTEVILLE, AR 72703P/F 479-521-5231
DATE:DRAWN BY:SCALE:JOB NO.:
3/28/16DWJ
1" = 120'16-010
ORIGINAL DESCRIPTION - DEED 2014-48483A PART OF THE S1/2 OF THE FRL. NW1/4 OF SECTION 12, TOWNSHIP 17 NORTH, RANGE 34 WEST, BEING MOREPARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF SAID S1/2 OF THE FRL. NW1/4; THENCE NORTH 337.24 FEET, THENCES89°45'22"W 1319.11 FEET TO THE ARKANSAS/OKLAHOMA STATE LINE, SAID POINT BEING IN THE STATE LINE ROAD;THENCE WITH SAID ARKANSAS/OKLAHOMA STATE LINE AND STATE LINE ROAD S9°14'46"E 341.44 FEET; THENCELEAVING SAID ARKANSAS/OKLAHOMA STATE LINE AND STATE LINE ROAD N89°45'22"E 1264.25 TO THE POINT OFBEGINNING, CONTAINING 10.0 ACRES, MORE OR LESS AND SUBJECT TO THAT PORTION LIES IN THE STATE LINEROAD ON THE WEST SIDE.
TRACT A - 2.00 ACA PART OF THE S1/2 OF THE FRL. NW1/4 OF SECTION 12, TOWNSHIP 17 NORTH, RANGE 34 WEST, BENTON COUNTY,ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A WOODEN FENCE POST ATTHE SOUTHEAST CORNER OF SAID S1/2 OF THE NW1/4; THENCE N84°35'38"W 663.31 FEET TO A 1/2" REBAR FOR THEPOINT OF BEGINNING; THENCE N84°35'38"W 610.98 FEET TO THE CENTERLINE OF STATE LINE RD.; THENCE ALONGSAID CENTERLINE N06°25'24"W 142.29 FEET; THENCE LEAVING SAID CENTERLINE S84°35'38"E 640.15 FEET TO A 1/2"REBAR; THENCE S05°24'22"W 139.27 FEET TO THE POINT OF BEGINNING. CONTAINING 2.00 ACRES, MORE OR LESS.SUBJECT TO THE STATE LINE RD RIGHT-OF-WAY ALONG THE WEST SIDE AND ANY OTHER EASEMENTS AND/ORRIGHTS-OF-WAY OF RECORD.
TRACT B - 8.07 ACA PART OF THE S1/2 OF THE FRL. NW1/4 OF SECTION 12, TOWNSHIP 17 NORTH, RANGE 34 WEST, BENTON COUNTY,ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A WOODEN FENCE POST ATTHE SOUTHEAST CORNER OF SAID S1/2 OF THE NW1/4; THENCE N84°35'38"W 663.31 FEET TO A 1/2" REBAR; THENCEN05°24'22"E 139.27 FEET TO A 1/2" REBAR; THENCE N84°35'38"W 640.15 FEET TO THE CENTERLINE OF STATE LINEROAD; THENCE N06°25'24"W 201.92 FEET ALONG SAID CENTERLINE; THENCE LEAVING SAID CENTERLINES84°35'38"E 1329.57 FEET TO A 1/2" REBAR; THENCE S02°48'33"W 337.24 FEET TO THE POINT OF BEGINNING.CONTAINING 8.07 ACRES, MORE OR LESS.SUBJECT TO THE STATE LINE RD. RIGHT-OF-WAY ALONG THE WEST SIDE, AND ANY OTHER EASEMENTS AND/ORRIGHTS-OF-WAY OF RECORD.
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SILOAM SPRINGS PLANNING COMMISSION APPROVALTHIS PLAT WAS APPROVED BY THE SILOAM SPRINGS PLANNING COMMISSION AT A MEETING HELD ON__________________, 2016.
PLANNING COMMISSION SECRETARY ___________________________, _______________.(SECRETARY) (DATE)
SITE LOCATION
CERTIFICATE OF OWNERI HEREBY CERTIFY THAT I AM THE OWNER OF THIS PROPERTY AND HAVE CAUSED THIS LAND TO BESURVEYED, PLATTED, AND DEDICATED PER THIS PLAT.
_______________________________ _______________(OWNER) (DATE)
OWNER/DEVELOPERUNITED BILT HOMES
2600 S THOMPSON STSPRINGDALE, AR 72764-6354
PROPERTY LOCATION03-00650-000
2207 S. STATE LINE RD.SILOAM SPRINGS, AR 72761-4441
ZONING: R-2
ATTORNEY'S CERTIFICATE (IN THE CASE OF NO LAND DEDICATION)
I, ____________________________, BEING AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OFARKANSAS, CERTIFY THAT I HAVE EXAMINED TITLE TO THE ABOVE DESCRIBED LAND WITHIN THE CITYOF SILOAM SPRINGS, ARKANSAS, AND THAT THE PARTY EXECUTING THE PLAT IS THE OWNER THEREOFIN FEE SIMPLE.
_____________________________ _____________________________ATTORNEY AT LAW DATE
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4/5/16 P.N. 03-03665-000, SD16-01
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STAFF REPORT
TO: FROM: Cc: DATE: RE:
Planning Commission Ben Rhoads, AICP, Senior Planner Don Clark, Community Services Director March 18, 2016 Significant Development Permit, SD16-01/ Significant Development/ 310 N Progress Ave.
Recommendation: Approval of SD16-01 (Significant Development Permit).
Background:
APPLICATION REVIEW DATES Planning Commission review: April 12, 2016 Board of Directors review: May 3, 2016
APPLICANT AND AGENT Applicant/Owner: Lykins Leasing, LLC. Agent: Civil Engineering, Inc. – Ron Homeyer, PE
SUBJECT PROPERTY ADDRESS 310 N. Progress Ave.
INTERNET MAP INFORMATION Planning staff has created a map made with Google My Maps. Attribution: Map data ©2015 Google Imagery ©2015, Arkansas GIS, DigitalGlobe, Landsat, State of Arkansas, USDA Farm Service Agency Washington County.
Please click on the following link to access. This link will only operate if reading this report digitally.
https://www.google.com/maps/d/edit?mid=zHgGzzL4Wl4o.kK-zFe19ZM1U&usp=sharing
PROJECT INTENT The applicant requests to construct an 18,480 sq. ft. pharmacy with drive-thru pick-up window and medical offices.
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EXISTING LAND USES AND ZONING
EXISTING LAND USE EXISTING ZONING Vacant C-2 District (Roadway Commercial)
SURROUNDING LAND USE SURROUNDING ZONING North: Vacant /
Single-family residential North: C-2 District (Roadway Commercial)
R-2 District (Residential, medium) South: Retail commercial South: C-2 District (Roadway Commercial) East: Retail commercial East: C-2 District (Roadway Commercial) West: Single-family residential West: R-2 District (Residential, medium)
ZONING USE UNIT CONSISTENCY The subject proposal is consistent with large impact commercial or office uses associated with Use Unit 16, which is permitted in C-2 District. LOT STANDARDS CONSISTENCY The minimum C-2 zones standards are compared with the subject property’s tracts below.
MINIMUM (C-2) ZONING REQUIREMENTS
SUBJECT PROPERTY PROPOSAL
Lot Area: 8,000 sq. ft. 1.74 acres Lot Width: 80 ft. 200 ft. (approx.) Maximum Lot Coverage: 85 % 85% (approx.) Maximum Floor to Area Ratio: 0.60 (60%) 0.2440
PARKING STANDARDS CONSISTENCY According to Municipal Code Sec. 102-75(a)(1)(a)(6), parking is calculated by the total number of square feet in the proposal. USE TYPE REQUIRED
PARKING EXISTING PARKING
NET PROPOSED PARKING
PARKING SURPLUS/ DEFICIT
Office/Retail 1 space/200 sq. ft.
93 0 81* -16**
* Including ADA accessible parking ** The applicant is requesting a parking reduction of 16 spaces or 17.2% STAFF DISCUSSION The applicant is requesting to construct an 18,480 sq. ft. medical office complex and drive-thru pharmacy. The proposal is occurring on a platted lot due north of the existing Signature Plaza shopping center and Generations Bank on Progress Ave. The site will utilize an existing driveway at the southeast corner of the lot, through a shared access easement between both lots. In a similar fashion, a shared access driveway is proposed on the northeast corner of Lot 27, which is the lot to the north of the subject property. The applicant owns both lots, Lot 28 (project site) and Lot 27. Both lots will be burdened with an access easement to allow for free traffic flow to and from both lots in the event one lot is sold to a different party separate from the other.
4/5/16 P.N. 03-03665-000, SD16-01
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The driveway leading to the parking lane on the southeast corner of the lot will allow for two-way ingress and egress from the property as well as a one-way drive for the pharmacy’s drive up window. Staff looked closely at this layout to determine if there is sufficient driveway width. The original plan was for a 34.5 ft. wide parking lane, including the bi-directional in/out, plus the drive-thru lane. While this arrangement did not present any Code violations, staff was concerned about the ease of traffic flow at this location. Staff looked at various options for the developer to address the southeast corner drive aisles. The first was to shift the building to the west (to provide more space for this drive), however this is not possible due to the expanded rear setback at 35 ft., this is a deeper setback than normal because the property to the west of the subject property is a single-family residence, and all C-2 lots that abut an R-2 zone are required to have additional setbacks. Staff then looked at the possibility of moving the drive-thru lane to the building’s rear (south-facing) wall. This would eliminate the need for a drive-thru lane on the east wall of the structure, where there is limited drive space. This idea, however, was not acceptable to the developer due to the need and desire for customers to quickly access the drive-thru from the main entrance (southwestern) drive, rather than needing to pass through the parking lot to the far western lane on the lot and then loop around. The rear drive is also intended for delivery trucks, and this would impact customers queuing at the window. This conflict is inversely true for the trucks who may be detained by customers queuing at the window. This extra distance, while working from a site geometry perspective, does not clearly work for site legibility for the customers. After discussion with the project engineer, it was determined that the most feasible solution is adding a small curb that will better channel vehicles into the 10 ft. drive-thru lane and widening the bi-directional drive by 4 feet. This will allow for the most space possible for the bi-directional ingress/egress lanes. The reduction in greenspace, by widening the drive, was made up by increasing the size of one of the parking islands. Due to this change, a greater parking reduction of 16 spaces (compared to the original plan) is requested. Staff also requested that a “do not block” sign be painted at the entrance of the rear drive to deter vehicles from queuing in front of the drive and blocking delivery trucks from egressing the property. A sidewalk is constructed along N. Progress Ave. Staff requested that this sidewalk be connected to the main facility, through a ramp system due to the grade, so pedestrians do not have to share space on the driveways with vehicles while walking to and from the facility. A crosswalk is also added at the northeast corner of the building to allow for better pedestrian mobility to connect with the building. The interior drive spacing from the right-of-way, or also known as the driveway throat rule, meets the regulations to the first parking lane, although the cross drive does intersect closer, but staff has made the determination that cross traffic driveways are not applicable, given the prevalence of shared access/ cross traffic drives throughout the City. It has been determined that vehicle stacking will occur at the drive-thru lane and not at the drive entrance off of Progress Ave. Due to the limitations of the lot size, the applicant is requesting a 17.2 percent parking space reduction, per Code Section 102-75(6)(d), which grants the permitting authority the ability to reduce parking to up to 30 percent of the quantity required. In this case, the lost parking is not likely needed due to the nature of the proposed uses being focused more on office space rather than heavy trafficked retail. Staff is in support of the proposed parking reduction. There is an existing cemetery north of the subject property; the proposal will not disturb the cemetery. The facility meets all greenspace, landscaping, screening and drainage requirements.
4/5/16 P.N. 03-03665-000, SD16-01
4
The dumpster pad location is on the northwest corner of the lot and will be screened with a privacy fence. Storm water drainage will be handled through a culvert which passes under Progress Ave. and flows into an existing basin/drainage area on the north side of Wal-Mart. The traffic and drainage reports were reviewed by the City Engineer and received a positive recommendation. All of staff’s technical comments were addressed by the applicant. LEGAL NOTICE Staff received no information that: the proposal interferes with the reasonable peace or enjoyment of the neighboring
properties; the property values may be substantially damaged; the proposal may impact the present or future uses of neighboring properties; the proposal is not adequately supported by infrastructure.
Site posted: March 08, 2016. Newspaper legal notification: March 20, 2016 (Herald-Leader). Letter legal notification: March, 17-20, 2016. Staff received no phone calls or correspondence.
COMPREHENSIVE PLAN CONSISTENCY The 2030 Land Use Map describes this area as general office and retail of varying densities. The proposed use is consistent with the 2030 Land Use Map. Fiscal Impact: No fiscal impact is anticipated. Attachments:
Site Specific Proposal Bird’s Eye View of Subject Property General Area Map
PREPARED FOR
INDEX
TITLE PAGE
DETAILS
2
1
RE
E
NIGNE - SASN
A
KR
A
NOI
TA
ZIR
OHTUA FO ETACI
FIT
RE
C
3 DIMENSION PLAN
private or public viewing without the advanced written consent of Civil Engineering, Inc. ©
no electronic representations of these drawings, in whole or in part, may be posted for
prohibited without advanced written consent of Civil Engineering, Inc. Furthermore,
herein, in whole or in part, by anyone for any other project or purpose is strictly
The reproduction of these drawings or use of these drawings, or the ideas incorporated
and are the exclusive property of Civil Engineering, Inc. and are protected by copyright.
These drawings and the design ideas contained herein are proprietary information
FOR
DEVELOPMENT PLANS
CIVIL
ENGINEERING
INC
#716
1519
Know what'sbelow.before you dig.Call
R
03/01/16
E-MAIL: [email protected]
701 S. MT. OLIVE, P.O. BOX 12
(479)524-9956 OFC - (479)524-4747 FAX
SILOAM SPRINGS, ARKANSAS 72761
4 GRADING PLAN
STORM SEWER PLAN AND PROFILES 5
6
LY
KIN
S L
EA
SIN
G L
LC
SILOAM SPRINGS, ARKANSAS
SITE PLAN
PAVING/DRAINAGE DETAILS 1
WATER DETAILS 2
3 SANITARY SEWER DETAILS
4 EROSION AND SEDIMENT CONTROL DETAILS
LOCAL UTILITY CONTACTS
Water and Wastewater
City of Siloam Springs
Dan Farine, Maintenance Supt.
(479)238-0927
Electric
City of Siloam Springs
Johnny Bland
(479)524-3777
Natural Gas
SourceGas
Wayne Meek
(479)549-7834
Telephone
Centurytel
Mike Edwards, Engineer
(479)524-9943
Cable TV
Cox Communications, Inc.
Terry Frank
(479)871-2432 WITHOUT WRITTEN APPROVAL OF ENGINEER.
ANY CHANGES TO APPROVED PROJECT DESIGN
CONTRACTOR SHALL NOT DEVIATE FROM OR MAKE
RE
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5/2
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Title.d
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LOCATION
PROJECT
(STATE HWY 43)
CHERI WHITLOCK
AIR
PO
RT
RD
E TAHLEQUAH ST
N
CO
UN
TR
Y
CL
UB
RD
N
PR
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RE
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AV
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AR
HW
Y
59
N
N
LIN
CO
LN
ST
E TAHLEQUAH ST
K.C.S.R.R.
WALM
ART
VICINITY MAPN.T.S.
E KENWOOD ST
KECK RDQUARTER RD
HWY 412 EUS
AR
HW
Y
16
S
US
HW
Y
412
LEASING LLC
LYKINS
SMIT
H
FIE
LD
LEASING LLC
LYKINS
(479) 770-0111
GRAVETTE, AR 72736-1095
PO BOX 1095
March 01, 2016
SEDIMENT AND EROSION CONTROL PLAN & DEMOLITION PLAN 7
SANITARY SEWER PLAN AND PROFILES
SURVEY PROVIDED BY:
(479) 736-8416
Gentry, Arkansas 72734
P.O. Box 617
JAMES SURVEYING & CONSULTING INC.
MARCH 2016REVISED: MARCH 25, 2016REVISED: APRIL 04, 2016
STATEOF
ARKANSAS
REGISTEREDPROFESSIONAL
ENGINEER
No. 7731
RO
N
ALD HOME
Y
ER
The Seal Appearing on
this document was
authorized by
Ronald Homeyer
P.E. 7731 on
14R
26
M MM
MM
16R
15R
10' U.E. & B.L.
10' U.E. & B.L.
10'
U.E.
10' U.E.
10' U.E.
15'
U.
E.
EXISTING ELECTRIC EASEMENT PER PLAT
10'
U.E.
10'
U.E.
14.01'
AC
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MT
(80' R.O.W.)
PR
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STATEOF
ARKANSAS
REGISTEREDPROFESSIONAL
ENGINEER
No. 7731
RO
N
ALD HOME
Y
ER
The Seal Appearing on
this document was
authorized by
Ronald Homeyer
P.E. 7731 on
27
28
S02°29'15"
W 200.00'
S87°24'36"E 124.23'
S87°24'36"E 378.58'
N02°35'24"
E 200.00'
S87°24'36"E 254.71'
N02°35'24"
E 186.71'
S87°24'36"E 254.86'
N02°32'41"
E 186.71'
11 Spaces
10 Spaces
15
Spaces
Recycle
&
Dumpster
F.F.E. - 1172.00
(18,480 sq. ft.)
Proposed 66' x 280' Building
13 Spaces
12 Spaces
12 Spaces
Drive
Thru
Lane
10 Spaces
4
5
6
7
2
1
3
S
0
+00
1+00
2
+00
24'
AC
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MT
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AC
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MT
24'
AC
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MT
&
S.B.
24'
AC
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ES
MT
&
S.B.
1159
1159
1158
1157
1156
1155
9
Spaces
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35'
S.B.
30' S.B.
20'
S.
B.
15' S.B.
50'
S.
B.
10' S.B.
25' S.
B.
8' S.B.
25' S.B.
8' S.B.
8'S.B.
20' S.B.
10' S.B.
10' S.B.
50'B.L.
30'B.L.
20'
S.
B.
35'
S.B.
10' S.B.
35'
S.B.
S.B.
35'
S.
B.
E
E
E
E
CB
ETP
CB
TP
S
TP
S
TP
S
SRRS
S
S
WM
TP
WME
WMWMWMWM
TP
SRRS WM
S.F. - SQUARE FEET
G.P.M. - GALLONS PER MINUTE
F.H.A. - FIRE HYDRANT ASSEMBLY
R.O.W. - RIGHT OF WAY
EX - EXISTING
R - RADIUS
T-RIM - TOP OF RIM
I.E. - INVERT ELEVATION
FL - FLOW LINE
D.E. - DRAINAGE EASEMENT
B.L. - BUILDING LINE
U.E. - UTILITY EASEMENT
P.O.C. - POINT OF COMMENCEMENT
P.O.B. - POINT OF BEGINNING
DEFINITIONS:
Zoning: R-2Siloam Springs AR 72761-5574
2440 Pickwick TerJoyce A Beesley Trustee
Owner: 03-03652-000
Parcel #:
Zonin
g:
R-2
Siloa
m
Sprin
gs
AR
727
61-0633
PO
Box 633
Jose
A
&
Anna
M
Garcia
Ow
ner:
03-03
65
1-000
Parcel #:
Zoning: C-2Fayetteville AR 72703-9330
PO Box 9330 Signature Plaza of Siloam Springs, LLC
Owner: 03-05563-000
Parcel #:
Zoning: C-2Siloam Springs AR 72761-6388
PO Box 6388 A & H Ravenwood Dev, LLC
Owner: 03-03663-000
Parcel #:
Zoning: R-2Siloam Springs AR 72761-5574
2450 Pickwick TerKevin J & Jackie M Clement
Owner: 03-03653-001
Parcel #:
Zonin
g:
C-2
Bentonville
AR 7
27
12-805
0P
O
Box 805
0
Wal
Mart Tax
Dept
North
Arkansas
Wholesale
Co In
c.
Ow
ner:
03-04
680-000
Parcel #:
Zoning: A-1AR 72701-6038
Fayetteville, 75 N East Ste 500
Molly, LLCOwner:
03-05489-000Parcel #:
(479)524-9956 Phone or (479)524-4747 Fax
P.O. Box 12, 701 S Mt Olive, Siloam Springs, Arkansas 72761
E-MAIL: [email protected]
CIVIL ENGINEERING, INC.
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SCALE: 1"=30' H
S
1519
DRAWN BY
JTM
JOB NUMBER
NO. REVISIONS BY DATE
DESIGNED BY CHECKED BY
DATE
SHEET NO.
OF
RDH
1"= --' V
RDH
72 MARCH 2016
1 PER CITY COMMENTS
RDH 03-25-16
by the City of Siloam Springs Planning Commission.
PLANNING COMMISSION APPROVAL: This Significant Development is hereby approved this day of , 2016,
Secretary
by the City of Siloam Springs Board of Directors.
BOARD OF DIRECTORS APPROVAL: This Significant Development is hereby approved this day of , 2016 ,
City Clerk
WITHOUT WRITTEN APPROVAL OF ENGINEER.
ANY CHANGES TO APPROVED PROJECT DESIGN
CONTRACTOR SHALL NOT DEVIATE FROM OR MAKE
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SILOAM SPRINGS, ARKANSAS
DEVELOPMENT PLANS FOR
SITE PLAN
LYKINS LEASING, LLC
TOTAL HANDICAP PARKING REQUIRED
- 4 SPACES
- 4 SPACES
TOTAL PARKING REQUIRED
- 93 SPACES
- 77 SPACES
TOTAL HANDICAP PARKING PROVIDED
TOTAL PARKING PROVIDED (INCLUDING H/C)
1 SPACE PER 200 SF
PARKING REQUIRED -
MEDICAL OFFICES/RETAIL
PROPOSED BUILDING USE:
TOTAL BUILDING AREA - 18,480 SF
PARKING SPACES ANALYSIS:
March 01, 2016
SPRINKLER SYSTEM CONTRACTOR)
(SIZE TO BE DETERMINED PER
1 - FIRE LINE
INSTALL
1 - 6" G.V.
1 - 8" X 8" X 6" TEE
INSTALL
page 1202.
Siloam Springs,Arkansas, as shown in Plat Book 2004,
Lots 27 and 28, Ravenwood Development-Phase 2, Replat
LEGAL DESCRIPTION
SURVEY PROVIDED BY:
(479) 736-8416
Gentry, Arkansas 72734
P.O. Box 617
JAMES SURVEYING & CONSULTING INC.
24'
WID
E
AC
CE
SS
ES
MT
(B
Y
SE
PA
RA
TE IN
ST
RU
ME
NT)
2 PER CITY FIRE MARSHAL COMMENTS 03-28-16
RDH
3 PER CITY COMMENTS
RDH 04-04-16
PARCEL NUMBERS: 03-03665-000 APPROXIMATE AREA: 1.74 ACRES
SITE INFORMATION:
CURRENT ZONING:
OWNER/DEVELOPER:
GRAVETTE, AR 72736-1095PO BOX 1095LYKINS LEASING, LLC
PROJECT ADDRESS:
SILOAM SPRINGS, AR 72761310 N PROGRESS AVE
C-2
LEGEND
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
PROPOSED INDEX CONTOUR (5')
FOUND IRON PIN
EX WATER VALVE
EX FIRE HYDRANT ASSEMBLY
EX NATURAL GAS SIGN/METER
EX POWER/UTILITY POLE
EX ELECTRIC BOX
EX TELEPHONE PEDESTAL
EX UTILITY POLE ANCHOR
EX FIBER OPTIC PEDESTAL
EX SIGN
EX SANITARY SEWER MANHOLE
PROPOSED INTERMEDIATE CONTOUR (1')
EX WATER METER
EX LIGHT POLE
PROPOSED BREAKLINE
private or public viewing without the advanced written consent of Civil Engineering, Inc. ©
no electronic representations of these drawings, in whole or in part, may be posted for
prohibited without advanced written consent of Civil Engineering, Inc. Furthermore,
herein, in whole or in part, by anyone for any other project or purpose is strictly
The reproduction of these drawings or use of these drawings, or the ideas incorporated
and are the exclusive property of Civil Engineering, Inc. and are protected by copyright.
These drawings and the design ideas contained herein are proprietary information
EXISTING FENCE LINE
PROPOSED CONCRETE PAVING
0 15 30 60
SCALE: 1" = 30'
PROPOSED LIGHT DUTY ASPHALT PAVING
PROPOSED PARKING LOT LIGHTING
PROPOSED BUILDING
FOUND PIPE
SET IRON PIN
STREET/DRIVE OPEN CUT
% INTERIOR GREENSPACE ACTUAL - 6.22%
% INTERIOR GREENSPACE REQUIRED - 5.0% MIN
GROSS PARKING AREA - 33,982 SF
INTERIOR GREENSPACE - 2,114 SF
GREENSPACE INTERIOR TO PARKING:
ACTUAL GREENSPACE - 15.24%
GREENSPACE REQUIRED - 15% MIN
LOT AREA - 75,752 SF
TOTAL GREEN SPACE - 11,544 SF
GREENSPACE
ACTUAL LOT COVERAGE - 84.90%
LOT COVERAGE ALLOWED - 85% MAX
LOT AREA - 75,752 SF
IMPERVIOUS AREA - 64,317 SF
MAX. LOT COVERAGE:
ACTUAL FAR RATIO - .2440
FAR RATIO ALLOWED - 0.60 MAX
LOT AREA - 75,752 SF
BUILDING AREA - 18,480 SF
FLOOR TO AREA RATIO (FAR):
MEDICAL OFFICES/RETAIL
PROPOSED BUILDING USE:
C-2
CURRENT ZONING:
PROPOSED TREE
EXISTING TREE
PROPOSED CONCRETE SIDEWALK
1- F.D.C.INSTALL
1 - 1" CHLORINATION TAP
1 - 8" R.S.G.V.
1 - 8" X 8" TAPPING SLEEVE
INSTALL
N.T.S.
PAVEMENT SECTION
TYPICAL PARKING LOT
3" HMAC SURFACE COARSE
6" AGGREGATE BASE
MIN. CBR-10(8" MIN.)
COMPACTED SUBGRADE
B CONCRETE PAVEMENT
N.T.S.
PAVEMENT SECTION
TYPICAL CONCRETE
Min. CBR-10(8" min.)
Compacted Subgrade
6" Concrete
4" Aggregate Base
A
A
A
A
A
A
B
PROPOSED UGEPROPOSED UGE
WOODEN PRIVACY FENCEEXISTING 6' TALL
A ASPHALT PAVEMENT
1
1
1
1
1
1
1
1
WOODEN PRIVACY FENCEDUMPSTER PAD 6' TALL
WOODEN PRIVACY FENCEPROPOSED 6' TALL
WOODEN PRIVACY FENCEPROPOSED 6' TALL
SHARED ACCESS EASEMENT40' X 40'
SHARED ACCESS EASEMENT40' X 40'
EASEMENT24' ACCESS
24.00
EASEMENT24' ACCESS
24.00
(NO BLOCKING BEHIND CAP)1- DEAD MAN THRUST BLOCKING1- 8" CAP1- 8" GATE VALVE1- STD. F.H.A.INSTALL
COVER)(PROVIDE MIN. 36"WATER LINE EXTENSIONDRIVE FOR FUTURE16" SLEEVE UNDER
1- 8" 45° BENDINSTALL
40.0
0
40.0
0
40.00
40.00
INSTALL HANDRAIL
WHITE TEXT THAT READS "FIRE LANE - NO PARKING"
PAINT RED STRIPE ON PAVEMENT. STENCIL 4"
NOTE:
2
2
1
11
1
1
1
1
1 1
LIGHTING PLAN
PARKING LOT
MEP PLAN FOR
SEE ARCHITECTURAL
REQUEST OF 16 SPACES
PARKING REDUCTION
35'
S.B.
30' S.B.
15R
10' U.E. & B.L.
10' U.E. & B.L.
10' U.E.
10' S.B.
25' S.
B.
8' S.B.
8' S.B.
8'S.B.
20' S.B.
10' S.B.
10' S.B.
50'B.L.
30'B.L.
EXISTING ELECTRIC EASEMENT PER PLAT
20'
S.
B.
10'
U.E.
10'
U.E.
10' S.B.
14.01'
AC
CE
SS
ES
MT
(80' R.O.W.)
PR
OG
RE
SS A
VE
NU
E
35'
S.B.
S.B.
35'
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STATEOF
ARKANSAS
REGISTEREDPROFESSIONAL
ENGINEER
No. 7731
RO
N
ALD HOME
Y
ER
The Seal Appearing on
this document was
authorized by
Ronald Homeyer
P.E. 7731 on
(479)524-9956 Phone or (479)524-4747 Fax
P.O. Box 12, 701 S Mt Olive, Siloam Springs, Arkansas 72761
E-MAIL: [email protected]
CIVIL ENGINEERING, INC.
RE
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SCALE: 1"=20' H
1519
DRAWN BY
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JOB NUMBER
NO. REVISIONS BY DATE
DESIGNED BY CHECKED BY
DATE
SHEET NO.
OF
RDH
1"= --' V
RDH
73 MARCH 2016
1 PER CITY COMMENTS 03-25-16
RDH
03/01/16
WITHOUT WRITTEN APPROVAL OF ENGINEER.
ANY CHANGES TO APPROVED PROJECT DESIGN
CONTRACTOR SHALL NOT DEVIATE FROM OR MAKE
DIMENSION PLAN
15
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LYKINS PHARMACY
SILOAM SPRINGS, ARKANSAS
DEVELOPMENT PLANS FOR
March 01, 2016
G
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RDH 04-04-16
11 Spaces
10 Spaces
15
Spaces
Recycle
&
Dumpster
F.F.E. - 1172.00
(18,480 sq. ft.)
Proposed 66' x 280' Building
13 Spaces
12 Spaces
12 Spaces
Drive
Thru
Lane
10 Spaces
S
0
+00
1+00
2
+009
Spaces
1163
1164
1165
1165
1166
1166
1166
1167
1167
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11671167
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private or public viewing without the advanced written consent of Civil Engineering, Inc. ©
no electronic representations of these drawings, in whole or in part, may be posted for
prohibited without advanced written consent of Civil Engineering, Inc. Furthermore,
herein, in whole or in part, by anyone for any other project or purpose is strictly
The reproduction of these drawings or use of these drawings, or the ideas incorporated
and are the exclusive property of Civil Engineering, Inc. and are protected by copyright.
These drawings and the design ideas contained herein are proprietary information
0 10 20 40
SCALE: 1" = 20'
79.0
3
2.37
14.0
0
51.44
200.7
1
15.50
136.0
0
29.0
0
24.50
18.00
25.00
15.50
15.50
95.0
0
15.47
142.33
5.33
149.33
12.1
72.5
0
R
23.00
2.5
0
R
10.00
28.00
20.0
020.0
0
27.50
20.0
0
25.53
6.84
6.0
0
188.0
0
280.39
6.0
0
6.50
12.5
0
R
66.0
0
280.00
2.97
71.0
0
16.00
7.5
0
R
5.00
8.00
20.0
0
1.47
4.0
0
7.5
0
R
14.0
0
1.47
7.5
0
R
2.5
0
R
2.5
0
R
20.0
0
10.00
101.00
24.00
10.00
23.00
2.5
0
R
14.0
0
2.5
0
R
2.5
0
R
2.5
0
R
21.0
021.0
0
23.00
2.5
0
R
2.5
0
R
18.00
6.0
0
10.00
121.00 14.0
0 4.0
0
2.002.5
0
R
7.5
0
R
7.5
0
R
2.5
0
R 2.00
66.47
9.0
0
18.00
12.0
0
2.5
0
R
7.5
0
R
21.14
8.00
5.00
20.0
0
38.50
12.17
15.50
40.2
0
18.3
0
21.5
015.5
0
20.0
020.0
0
20.0
0
100.5
0
17.5
0
98.00
3.5
4
17
5.0
0
11.14
17.0
0
17.0
0
10.00
2.50
R
9.0
0
LEGEND
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
PROPOSED INDEX CONTOUR (5')
FOUND IRON PIN
EX WATER VALVE
EX FIRE HYDRANT ASSEMBLY
EX NATURAL GAS SIGN/METER
EX POWER/UTILITY POLE
EX ELECTRIC BOX
EX TELEPHONE PEDESTAL
EX UTILITY POLE ANCHOR
EX FIBER OPTIC PEDESTAL
EX SIGN
EX SANITARY SEWER MANHOLE
PROPOSED INTERMEDIATE CONTOUR (1')
EX WATER METER
EX LIGHT POLE
PROPOSED BREAKLINE
EXISTING FENCE LINE
PROPOSED CONCRETE PAVING
PROPOSED LIGHT DUTY ASPHALT PAVING
PROPOSED PARKING LOT LIGHTING
PROPOSED BUILDING
FOUND PIPE
SET IRON PIN
STREET/DRIVE OPEN CUT
PROPOSED TREE
EXISTING TREE
PROPOSED CONCRETE SIDEWALK
7.5
0
R
FOR BUILDING DIMENSIONS
SEE ARCHITECTUAL PLANS
NOTE:
16.4827.12
5.0
0
35.0
0
5.0
0
10.50
10.55
0.50
0.50
24.5
0
R
24.5
0
R27.5
0
R
2.50R
2.5
0
R
2.50
R 7.5
0
R
10.5
0
27.5
0
R
5.00
42.6
70.6
7R
0.6
7
R
25.00
18.5
0
1.33
15R
(80' R.O.W.)
PR
OG
RE
SS A
VE
NU
E
1163
1164
1164
1165
1165
1165
1165
1166
1166
1166
1166
1166
1167
1167
1167
1168
1168
1168
1169
1169
1169
1169
1169
1170
1170
1170
1170
1170
1171
1171
1171
1171
1171
1172
1172
1172
1172
1172
1172 1173
1173
1173
1173
11741175
1176
1177
1177
1178
1179
1165
1166
1167
1168
1170
1169
1171
1172
STATEOF
ARKANSAS
REGISTEREDPROFESSIONAL
ENGINEER
No. 7731
RO
N
ALD HOME
Y
ER
The Seal Appearing on
this document was
authorized by
Ronald Homeyer
P.E. 7731 on
(479)524-9956 Phone or (479)524-4747 Fax
P.O. Box 12, 701 S Mt Olive, Siloam Springs, Arkansas 72761
E-MAIL: [email protected]
CIVIL ENGINEERING, INC.
RE
F.FIL
E:
1519 al.dgn
VIE
W:
PF:
SCALE: 1"=20' H
1519
DRAWN BY
JTM
JOB NUMBER
NO. REVISIONS BY DATE
DESIGNED BY CHECKED BY
DATE
SHEET NO.
OF
RDH
1"= --' V
RDH
74 MARCH 2016
1 PER CITY COMMENTS 03-25-16
RDH
03/01/16
WITHOUT WRITTEN APPROVAL OF ENGINEER.
ANY CHANGES TO APPROVED PROJECT DESIGN
CONTRACTOR SHALL NOT DEVIATE FROM OR MAKE
SILOAM SPRINGS, ARKANSAS
DEVELOPMENT PLANS FOR
LYKINS LEASING LLC
GRADING PLAN
3/25/2016 2:5
8:2
7
PM
DA
TE:
15
19-04-
Gradin
g Pla
n.d
gn
FIL
E:
--.--
--.--
March 01, 2016
G
TP
CB
E
WM
S
PER CITY COMMENTS 2
RDH 04-04-16
11 Spaces
10 Spaces
15
Spaces
Recycle
&
Dumpster
F.F.E. - 1172.00
(18,480 sq. ft.)
Proposed 66' x 280' Building
13 Spaces
12 Spaces
12 Spaces
Drive
Thru
Lane
10 Spaces
9
Spaces
1163
1164
1165
1165
1166
1166
1166
1167
1167
1167
1167
11671167
1167
1168
1168
1168
1168
1169
1169
1169
1169
1170
1170
1170
1171 1171
1171
1171
1171
1171
1171
1172
1172
1172
1172
1172
1173
private or public viewing without the advanced written consent of Civil Engineering, Inc. ©
no electronic representations of these drawings, in whole or in part, may be posted for
prohibited without advanced written consent of Civil Engineering, Inc. Furthermore,
herein, in whole or in part, by anyone for any other project or purpose is strictly
The reproduction of these drawings or use of these drawings, or the ideas incorporated
and are the exclusive property of Civil Engineering, Inc. and are protected by copyright.
These drawings and the design ideas contained herein are proprietary information
0 10 20 40
SCALE: 1" = 20'
PROP. TOP OF CURB/SIDEWALK SPOT ELEVATION (+1100)
PROP. TOP OF GRADE SPOT ELEVATION (+1100)
1.00%
3.6
5%
1.7
3%
4.3
3%
1.00%
2.00%0.00%
0.00%
1.0
0%
3.1
6%
3.1
6%
5.3
3%
0.60%0.60%
0.60%
1.0
0%
1.0
0%
1.00%
3.6
5%
4.3
1%
4.7
1%
4.8
7%
4.8
6%
4.8
2%
4.8
2%
4.8
2%
4.8
7%
4.8
7%
4.0
0%
4.4
3%
2.81%
4.1
4%
2.0
0%
1.00%
1.00%
2.0
0%
5.00%
7.3
9%
9.21%
2.0
0%
3.13%
8.8
0%
2.00%
2.00%
4.24%
3.6
5%
0.5
0%
4.78%
5.00%
5.00%
5.00%
65.07
67.61
67.95
71.38 71.88
71.88
71.4870.98
71.54
72.00
71.88
71.54
68.94 68.90
68.5068.54
71.88 71.38
70.9871.48
2.0
0%
2.0
0%
6.71%
68.25 +/-EXISTINGMATCH
65.83 +/-EXISTINGMATCH
N.T.S.
PAVEMENT SECTION
TYPICAL PARKING LOT
3" HMAC SURFACE COARSE
6" AGGREGATE BASE
MIN. CBR-10(8" MIN.)
COMPACTED SUBGRADE
A LIGHT DUTY ASPHALT PAVEMENT
B CONCRETE PAVEMENT
N.T.S.
PAVEMENT SECTION
TYPICAL CONCRETE
Min. CBR-10(8" min.)
Compacted Subgrade
6" Concrete
4" Aggregate Base
A
B
A
A
A
A
A
A
A
LEGEND
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
PROPOSED INDEX CONTOUR (5')
FOUND IRON PIN
EX WATER VALVE
EX FIRE HYDRANT ASSEMBLY
EX NATURAL GAS SIGN/METER
EX POWER/UTILITY POLE
EX ELECTRIC BOX
EX TELEPHONE PEDESTAL
EX UTILITY POLE ANCHOR
EX FIBER OPTIC PEDESTAL
EX SIGN
EX SANITARY SEWER MANHOLE
PROPOSED INTERMEDIATE CONTOUR (1')
EX WATER METER
EX LIGHT POLE
PROPOSED BREAKLINE
EXISTING FENCE LINE
PROPOSED CONCRETE PAVING
PROPOSED LIGHT DUTY ASPHALT PAVING
PROPOSED PARKING LOT LIGHTING
PROPOSED BUILDING
FOUND PIPE
SET IRON PIN
PROPOSED TREE
EXISTING TREE
PROPOSED CONCRETE SIDEWALK
2.0
0%2.0
0%
2.0
0%
2.0
0%
1.6
6%
3.6
5%
2.00%0.36%
2.0
%
2.0
%
2.0
%
2.0
%7.1
9%
7.1
9%
7.1
9%
1.1
8%
1.1
8%
1.1
8%
1.1
8%
1.1
8%
1.1
8%
1.1
8%
1.1
8%
1.1
8%
2.00%
0.96%0.88%
2.00%
63.56
2.00%
64.93
1.1
6%
65.93
2.13%
65.27
1.1
6%
5.00%1.42%
70.50
TOP WALL
END
67.00
TOP WALL
END68.50
TOP WALL
70.50
TOP WALL
71.00
TOP WALL
64.06
62.41
62.74
64.06
64.18
65.8965.56
65.78
67.17
67.29
68.11
68.29
68.28
68.43
67.56
67.48
67.73
67.74
71.15
70.38
70.48
65.92
72.00
71.88
71.64
72.00
72.00
71.88 71.88
71.97
71.88
71.0671.05
70.9270.93
67.90
69.81
69.14
67.84
69.79
68.98
69.9169.89
69.01 68.95
68.0067.92
70.90
70.24
70.98
70.11
70.97
70.13
71.9371.71
70.53
70.36
69.05
69.11 68.83
71.88
71.88
72.21
71.90
71.11
71.24
71.53
71.69
72.00
70.94
69.04
71.88
71.97
70.98
71.60
68.17
70.42
70.24
70.98
70.03
70.92
70.02
70.86
70.18
71.88
71.88 71.88
67.0666.99
67.31 67.25
63.41
63.60
63.42
63.53
62.86
63.0863.20
62.53
71.18
73.06
67.11
71.23
64.41
64.40
70.99
70.89
64.42
64.52
68.73
68.83
66.57
66.67
70.73
70.83
70.65
71.38
71.50
71.77
71.03
71.77
71.73
71.73
71.17 71.13
65.41
65.62
67.17
67.54
15R
(80' R.O.W.)
PR
OG
RE
SS A
VE
NU
E
FL - 1162.91
T-RIM - 1173.41
24" RCPFL - 1164.88
T-RIM - 1172.04
24" RCP
S
1163
1164
1164
1165
1165
1165
1165
1166
1166
1166
1166
1166
1167
1167
1167
1168
1168
1168
1169
1169
1169
1169
1169
1170
1170
1170
1170
1170
1171
1171
1171
1171
1171
1172
1172
1172
1172
1172
1172 1173
1173
1173
1173
11741175
1176
1177
1177
1178
1179
FL OUT - 1160.32
T-RIM - 1167.12
42" RCP OUT
30" RCP IN
FL - 1160.62
T-RIM - 1164.70
CURB INLET
FL - 1159.51
T-RIM - 1164.70
CURB INLET
FL - 1156.75
T-RIM - 1165.16
36" RCP
FL - 1156.93
T-RIM - 1163.09
36" RCP
1165
1166
1167
1168
1170
1169
1171
1172
STATEOF
ARKANSAS
REGISTEREDPROFESSIONAL
ENGINEER
No. 7731
RO
N
ALD HOME
Y
ER
The Seal Appearing on
this document was
authorized by
Ronald Homeyer
P.E. 7731 on
27
28
378.60
S87°28'45"E
199.6
5
N02°
28'19"E
186.5
3
N02°
33'0
0"E
254.58
N87°19'59"W
186.8
1
S02°
29'2
0"
W
124.61
N87°23'50"W
200.1
9
S02°
21'4
1"
W
254.38
N87°23'50"W
F.F.E. - 1172.00
(18,480 sq. ft.)
Proposed 66' x 280' Building
E
E
E
E
CB
ETP
CB
TP
TP
TP
S
SRRS
WM
TP
WME
WMWMWMWM
TP
SRRS WM
IE(E) 8" OUT - 1155.5
IE(N) 8" IN - 1155.6
T-RIM - 1166.79
SSMH # 1
(479)524-9956 Phone or (479)524-4747 Fax
P.O. Box 12, 701 S Mt Olive, Siloam Springs, Arkansas 72761
E-MAIL: [email protected]
CIVIL ENGINEERING, INC.
RE
F.FIL
E:
1519 al.dgn
VIE
W:
PF:
SCALE: 1"=20' H
1519
DRAWN BY
JTM
JOB NUMBER
NO. REVISIONS BY DATE
DESIGNED BY CHECKED BY
DATE
SHEET NO.
OF
RDH
1"= --' V
RDH
77
1 PER CITY COMMENTS 03-25-16
RDH
03/01/16
G
TP
CB
E
WM
S
WITHOUT WRITTEN APPROVAL OF ENGINEER.
ANY CHANGES TO APPROVED PROJECT DESIGN
CONTRACTOR SHALL NOT DEVIATE FROM OR MAKE
DEVELOPMENT PLANS FOR
LYKINS LEASING LLC
March 01 , 2016
3/25/2016 3:2
2:4
9
PM
DA
TE:
15
19-07-
Erosio
n
Control Pla
n.d
gn
FIL
E:
DEMOLITION PLAN
&
than 14 days consecutively.
as the grass is established and the potential for erosion is eliminated. No ground shall be left bare for more
grass seed. Contractor shall be responsible for watering and maintaining the seeded areas until such time
imum of 4" thick) shall be placed over the seed to prevent erosion and promote the germination of the
shall be graded smooth, grass seed shall be spread and a protective mulch cover of wheat straw (a min-
All portions of the site which have the vegetative cover removed as a result of the project construction
NOTE:
SILOAM SPRINGS, ARKANSAS
MARCH 2016
SEDIMENT AND EROSION CONTROL PLAN
2 PER CITY COMMENTS
RDH 04-04-16
private or public viewing without the advanced written consent of Civil Engineering, Inc. ©
no electronic representations of these drawings, in whole or in part, may be posted for
prohibited without advanced written consent of Civil Engineering, Inc. Furthermore,
herein, in whole or in part, by anyone for any other project or purpose is strictly
The reproduction of these drawings or use of these drawings, or the ideas incorporated
and are the exclusive property of Civil Engineering, Inc. and are protected by copyright.
These drawings and the design ideas contained herein are proprietary information
LEGEND
0 10 20 40
SCALE: 1" = 20'
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING INDEX CONTOUR (5')
PROPOSED INDEX CONTOUR (5')
FOUND IRON PIN
EX WATER VALVE
EX FIRE HYDRANT ASSEMBLY
EX NATURAL GAS SIGN/METER
EX POWER/UTILITY POLE
EX ELECTRIC BOX
EX TELEPHONE PEDESTAL
EX UTILITY POLE ANCHOR
EX FIBER OPTIC PEDESTAL
EX SIGN
EX SANITARY SEWER MANHOLE
PROPOSED INTERMEDIATE CONTOUR (1')
EX WATER METER
EX LIGHT POLE
PROPOSED BREAKLINE
EXISTING FENCE LINE
PROPOSED PARKING LOT LIGHTING
FOUND PIPE
SET NAIL
SET IRON PIN
EXISTING TREE
INSTALL STRAW WATTLES
WASH AREA
CONCRETE
PROPOSED
(SEE DETAIL THIS SHEET)
INSTALL CONSTRUCTION ENTRANCE
EROSION CONTROL (TYP.)
INSTALL STRAW WATTLE
EROSION CONTROL (TYP.)
INSTALL STRAW WATTLE
EROSION CONTROL (TYP.)
INSTALL STRAW WATTLE
EROSION CONTROL (TYP.)
INSTALL STRAW WATTLE
EROSION CONTROL (TYP.)
INSTALL STRAW WATTLE
EX FLOW DIRECTION ARROW
PROPOSED CONCRETE PAVING
PROPOSED LIGHT DUTY ASPHALT PAVING
PROPOSED BUILDING
PROPOSED CONCRETE SIDEWALK
EXISTING BOX.
PLACE COMPACTED BACKFILL AROUND
SEAL ALL JOINTS IN JUNCTION BOX.
NOTE:
FOR NEW GRATE INLET TOP DETAILS.
INLET LID. SEE SITE PLAN
DEMO TOP OF EXISTING CURB
NOTE:
FOR NEW JNCT BOX TOP DETAILS.
INLET LID. SEE SITE PLAN
DEMO TOP OF EXISTING CURB
NOTE:
ALL EROSION CONTROL DETAILS.
SEE DETAIL SHEET 4 OF 4 FOR
NOTE:
THE TREE DRIP LINE)
(PROTECTION SHALL EXTEND TO
PRESERVE/PROTECT EXISTING TREE
THE TREE DRIP LINE)
(PROTECTION SHALL EXTEND TO
PRESERVE/PROTECT EXISTING TREE
PROPOSED STRAW WATTLES/SILT FENCE
(SEE DETAIL PAGE 1 OF 1)
BAGS AT INLET ENTRANCE
IF BOX IS AN INLET BOX, INSTALL SAND
UNTIL TOP IS CONSTRUCTED AT WHICH TIME,
INSTALL SILT FENCE AROUND STORM BOX
(SEE DETAIL PAGE 1 OF 1)
BAGS AT INLET ENTRANCE
IF BOX IS AN INLET BOX, INSTALL SAND
UNTIL TOP IS CONSTRUCTED AT WHICH TIME,
INSTALL SILT FENCE AROUND STORM BOX
(SEE DETAIL PAGE 1 OF 1)
BAGS AT INLET ENTRANCE
IF BOX IS AN INLET BOX, INSTALL SAND
UNTIL TOP IS CONSTRUCTED AT WHICH TIME,
INSTALL SILT FENCE AROUND STORM BOX
(SEE DETAIL PAGE 1 OF 1)
BAGS AT INLET ENTRANCE
IF BOX IS AN INLET BOX, INSTALL SAND
UNTIL TOP IS CONSTRUCTED AT WHICH TIME,
INSTALL SILT FENCE AROUND STORM BOX
(SEE DETAIL PAGE 1 OF 1)
BAGS AT INLET ENTRANCE
IF BOX IS AN INLET BOX, INSTALL SAND
UNTIL TOP IS CONSTRUCTED AT WHICH TIME,
INSTALL SILT FENCE AROUND STORM BOX
Site – Looking West
A
A-1
C-2
A-1
A-1
HWY 412 E
C-2
A-1
A-1A-1
C-2
C-2
E MAIN ST-2
C-2
R-2
C-2
R-2
R-2
C-1C-1
ROW
R-2
R-2
C-2
R-2
C-2
C-2
C-2
C1-A
R-2 C-2
R-2
C-2C-2C-2 C-2
R-2
C-2C-2
R-
C-1A
C-2
C-2
C-2C-2
C-2
C-2
C-2
C-2
C-2
R-2
C-2C-2
R-2
C-2
A-1C-2
ROW
C-1
ROW
C-2
RAVENWOOD PLAZA
A-1
ROW
C-2
R-2
R-2
R-2
R-2
R-2 R-2R-2
C-2
A-1
R-2
C-2
R-2R-2
R-3
R-2
RAV
EN
WO
OD
BLV
D
R-2
R-2
R-2
R-2
R-2
R-2
R-2
R-2R-2
R-2
R-3
R-2R-2
R-3
R-2
R-2
R-2
R-3
R-2
R-2R-2
R-2
-2
-2R-2
R-2R-2
R-2
R-2R-2
R-2
R-2
R-2
R-2
R-2
R-2
R-2
R-2
R-2
R-3
R-2 R-2
R-2
R-2
R-3R-3
-2
R-3
R-2
-2
2R-2
R-2R-2
R-2R-2
R-2
R-2R-2
R-2R-2
R-2
R-3
R-2
R-3R-3R-3
R 4R 4
R-3
ROW
R-2
SILOAM SPRINGS
Significant Development Permit SD 16-01 ´
0 0.085 0.170.0425 Miles
GENERAL AREA MAP
£¤412
¬«16
HW
Y 16
E HWY 412
KECK RD
N H
ICO
S E
LM S
T
S L
INC
OLN
ST
AIR
PO
RT
RD
S STATE
LINE R
D
OLD HWY 68
S C
AR
L S
T
DAW
N
RIVER VALLEY RD
N L
INC
OLN
E MAIN ST
STE
PH
E
WAYNE TRL
RU
SS
ELL
RD
S M
T O
L IV
E S
T
N D
OG
WO
OD
ST
N C
AR
L S
T
S H
ICO
ST
E TAHLEQUAH ST
CLARK RD
COUNTRY LN
S H
SILOAM SPRINGS
0 1.5 30.75 Miles
Subject Property
PRO
GR
ESS
AVE
Wal- Mart