COMMUNITY DEVELOPMENT PLANNING DIVISION 301 W. CHESTNUT [email protected] (479) 621-1186

MEETING DATE NOVEMBER 3, 2020

TO: PLANNING COMMISSION DEVELOPMENT REVIEW COMMITTEE

RE: STAFF SUMMARY REPORT LARGE-SCALE DEVELOPMENT PLANS – MONTE NE TINY HOMES

STAFF: ELIZABETH JOHNSON, PLANNER III KRISTIFIER PAXTON, DEVELOPMENT COMPLIANCE MANAGER

REQUEST DETAILS PROJECT NAME: Monte Ne Tiny Homes ADDRESS/LOCATION: 1800 Monte Ne Road PROPOSED USE: Cottage Court/Cluster Housing CURRENT ZONING: N-R (Neighborhood Residential) with DCP CGM GROWTH DESIGNATION: Neighborhood APPLICANT/REPRESENTATIVE: Swope Engineering – Phil Swope PROJECT OWNER/DEVELOPER: D&C Holdings, LLC – Dave Gallo PROPERTY OWNER: D&C Holdings, LLC – Dave Gallo NATURE OF REQUEST: Approval of Large-Scale Development Plans AUTHORITY: Chapter 14, Article III, Rogers Code of Ordinances

SUMMARY This request is to allow the construction of a 50-unit cluster housing development and paved parking lot on 5.34± acres. The proposed development plans meet all City requirements (except for requested waivers/variances) and have been forwarded to the Planning Commission for approval per Sec. 14-230(b). See STAFF REVIEW for additional findings.

Community Development recommends approval of this request subject to the following actions: 1. Approve VARIANCE from Sec. 14-702(c)(2)(a) to reduce the front setback from 20’ to 14’. 2. Approve WAIVER from Sec. 14-607 requiring the design to match the Typical Street Section and allow the street to be installed as proposed. 3. Deny a portion of WAIVER from Sec. 14-607 and require small street trees along the new S G Street and S Linden Street sections within minimum 5-ft Recreation Easements outside of the right-of-way

THIS REPORT MAY NOT REFLECT ALL INFORMATION, DOCUMENTS, OR OTHER MATERIALS MADE AVAILABLE TO OFFICIALS DURING DISCUSSION AND PUBLIC INPUT. STAFF RECOMMENDATIONS ARE BASED ON TECHNICAL REVIEW OF CITY CODE AND MATERIALS PROVIDED BY APPLICANT AT TIME OF SUBMITTAL. ALL REQUESTS SHOULD BE CONSIDERED WITH REGARD TO LAND USE COMPATIBILITY AND THE HEALTH, SAFETY, AND GENERAL WELFARE OF THE PUBLIC.

STAFF REVIEW

ENGINEERING REVIEW 1. ACCESS MANAGEMENT: The applicant’s request meets the City of Rogers Access Management standards.

2. STORMWATER MANAGEMENT: The applicant’s proposal is along a Primary Channel. The applicant proposes a FEE-IN-LIEU of detention in the amount of $13,181.80 pursuant to the Drainage Criteria Manual.

3. WATER QUALITY: Water Quality is designed through the installation of storm snouts in all curb inlets and junction boxes to be maintained by the homeowners association.

4. FLOODPLAIN MANAGEMENT: No portion of the project is mapped within a Special Flood Hazard Area (SFHA). The project is mapped in Zone “X” (unshaded).

5. MASTER STREET PLAN IMPROVEMENTS: a) Street Pavement and Condition: i) Monte Ne Road is a Minor Arterial in good and standard condition. ii) The applicant proposes a new section of S G Street and E Linden Street. b) Connectivity Standards: The applicant meets connectivity standards and will install a new mini-roundabout at the intersection of S G Street and E Linden Street per directive by the City Engineer for proper street alignment considerations. The applicant agrees to replace the white striping at the roundabout with yellow striping between opposing traffic lanes. c) Streetscape: i) Right-of-Way: 1) The right-of-way for Monte Ne Road is 80-ft. 2) The right-of-way for the new sections of E Linden Street & S G Street deviate from the Typical Street Section. The applicant requests a WAIVER from Section 14-607 requiring the applicant’s design to match the Typical Street Section to allow the project to deviate from the Typical Street Section along E Linden Street & S G Street as proposed. The applicant agrees to resolve a mislabeled right-of-way line at the roundabout to match the right-of- way location from the final plat of the neighboring subdivision. ii) Sidewalks & Sidepaths 1) Monte Ne has an existing 10ft sidepath along this route. 2) The applicant proposes a new 5-ft sidewalk along the proposed E Linden Street & S G Street sections. d) Trails: No additional trails are proposes or required. e) Streetlights: The applicant’s proposal includes proposed streetlights as required. f) Street Trees: The applicant’s waiver request from Sec. 14-607 includes the requirement for street trees. The applicant does propose street trees along Monte Ne Road as required.

6. RECOMMENDATIONS: a) Approve WAIVER from Sec. 14-607 requiring the design to match the Typical Street Section and allow the street to be installed as proposed. The applicant’s proposal to include a round-about to provide connectivity and the site constraints make this a feasible street configuration with low volumes expected, and will assist in traffic calming for thru-traffic. b) Deny a portion of WAIVER request from Sec. 14-607 and require small street trees along the new S G Street and S Linden Street sections within minimum 5-ft Recreation Easements outside of the right-of-way.

LSDP – MONTE NE TINY HOMES – 2

PLANNING REVIEW 1. LAND USE: a) Use Definition: “Cottage Court/Cluster Housing” is defined as “a grouping of three or more detached units on one lot that are typically placed in closer proximity than usual with the purpose of retaining an open space area. This type of development allows for site built or non-mobile manufactured houses,” (Sec. 14-695(b)(1)(l)). b) Zoning Compliance: The proposed project is in compliance with N-R zoning regulations and the approved Density Concept Plan. c) CGM Compliance: The proposed project aligns with the purpose, character, and goals of the Neighborhood Growth Designation.

2. DEVELOPMENT STANDARDS: The proposed development plans conform to all development standards required by Sec. 14-702 and Article III with the exception of any requested waivers and/or variances. a) Building Disposition: The applicant requests a VARIANCE from Sec. 14-702(c)(2)(a) to reduce the front setback from 20’ to 14’ along the proposed private streets. All other setback and height requirements have been met. b) Building Design: N/A c) Parking & Loading: All vehicle and bicycle parking requirements have been met. d) Screening & Transitions: All screening requirements have been met. e) Landscaping: All landscaping requirements have been met.

3. RECOMMENDATIONS: a) Approve Large-Scale Development Plans subject to the following actions: i. Approve VARIANCE from Sec. 14-702(c)(2)(a) to reduce the front setback from 20’ to 14’ along the proposed private streets. A 14’ setback variance was approved when the DCP was approved along the public street. The applicant is now requesting a 14’ front setback variance along the private streets in order to have a more consistent feel across the entire project.

OTHER REVIEWS The proposed development plans have been reviewed by the City of Rogers Risk Reduction Division and Rogers Water Utilities (see Tab 2 for RWU conditional approval letter). All projects are made available for review by franchise utilities, Benton County 911 Administration, and other affected agencies per Sec. 14-227.

DIRECTOR’S COMMENTS 1. Agree with recommendations.

JOHN C. McCURDY, Director Community Development

LSDP – MONTE NE TINY HOMES – 3

SUGGESTED MOTIONS 1. IF APPROVING: Move to approve the request as presented. 2. IF APPROVING SUBJECT TO OTHER ACTIONS: Move to approve the request subject to [conditions, contingencies, waivers/variances]. 3. IF DENYING: Move to deny the request as presented. 4. IF TABLING: Move to table the request [indefinite or date certain].

TABS 1. Vicinity maps (aerial, zoning, CGM) 2. RWU conditional approval letter 3. Waiver and/or variance request letter 4. Large-Scale Development Plans (cover, site, utility, landscape)

LSDP – MONTE NE TINY HOMES – 4 TAB 1

AERIAL VICINITY MAP

SUBJECT LOCATION

CGM VICINITY MAP

SUBJECT LOCATION

ZONING VICINITY MAP

SUBJECT LOCATION

SWOPE ENGINEERING Civil Engineering 3511 SE J Street, Suite 9 Bentonville, AR 72712 479-877-7388 September 18th, 2020 Elizabeth Johnson, Planner City of Rogers

RE: Waiver Requests Monte Ne Tiny Homes, Monte Ne Road

Beth, Please accept this request for a waiver of two requirements. This site is unique, and one of the first, real "tiny home" projects that are planned/designed from the beginning in Rogers. The two requests are as follows.

1. Street Waiver- Please accept this waiver request from street design criteria for land development from Sec 14-606(1) Extensions. This would be to reduce the public street to a 34’ right of way and 22’ wide (BOC) street. This roadway fits the more realistic dimensions of a tiny home park. Traffic in a tiny home park is quite limited and so is space. Very rarely would vehicle be driving against each other. This layout, and street dimensions, is already viewed as acceptable to the fire department. In addition to waiving street/ROW widths this waiver requests that no street tress be required. Though a public ROW is proposed on this site to connect G Street and Monte Ne Road, its narrow width makes tree planting a real challenge. A project of this type demands units in small spaces and creating additional room for large trees is not desired or feasible. While a public ROW is proposed, it will function more like a driveway, leaving no room for street trees.

2. Wooden Dumpster Fence Waiver – Please accept this request to allow a wooden privacy fence in-lieu of an enclosure that is architecturally compatible with the structure from Sec 14- 228. No building of commercial type is proposed in this LSD. A more typical neighborhood feel is desired. As has been seen in the current community on Olive, a privacy fence is very classy and well-maintained. 3. Front setback waiver – Please accept this request to allow front setback as required from section14-702.(c).(2).a. In our original submission for this project’s DCP we identified and submitted a front set back variance regarding the public road. The approved variance is to allow 14 foot from the front of the homes to the back of the curb. The intent, as stated in the original project narrative, was that the project would have the same internal front set back requirements for both the public and private roads. We would like to include the variance of 14 foot from the front of the home to the back of the curb for the private roads as well as the public roads. This will create consistency across the project and allow us to move forward with the plan as it was included, submitted, and approved by Planning Commission in the DCP.

Mr. Gallo's existing park has such a great history, and you can observe its great community feel with plantings throughout. With such a unique development, and with Mr. Gallo's successful operation/maintenance history of his current operating project, you will see that this new project will be successful and very attractive.

Thank you for your consideration.

Sincerely,

Phil Swope, PE Project Engineer

September 10, 2020

Mr. Phillip Swope, PE Swope Engineering #7 Halsted Circle, Suite 118 Rogers, AR 72756

Re: Conditional Approval of Civil Plans Monte Ne Tiny Homes

Dear Mr. Swope:

We have reviewed the plans that were received for the referenced project and are approving them with the following conditions:

1. There is an existing 6” sewer main that extends to the southwest from Existing SSMH B- 1 that wasn’t noticed until now. Show the existing sewer mains (including manhole) to the west limit of this project.

2. Manholes that are constructed over an existing main will be part of the public sewer system and should not be labeled as private.

3. The 2” domestic water service line is still less than the required 5’ horizontal separation from the outside of Storm Sewer Inlet A-4.

4. The proposed 6” invert into SSMH D-1 has a different elevation on the Utility Plan than what is shown on the profile.

5. When an existing manhole rim will need adjusting, show the existing and proposed rim elevation on the plans. It appears the existing manhole rim elevations for SSMH 3 and SSMH 6 will also need to be adjusted. Please verify.

6. There are two 6” sanitary sewer main crossings missing from the Storm Line A.3 profile.

7. Match crowns of the 6” sewer service line with the 8” out-flowing pipe at SSMH A-1. Also, show a 0.10’ drop across SSMH B-2 since the invert pipes are the same diameter.

8. The sewer line grade between SSMH D-1 and SSMH D-2 is too flat. The minimum required grade for 6” pipe is 0.60%.

9. The water line encasement near the beginning of Water Line A must be 20’ in length, extending 10’ on either side of the sanitary sewer main.

10. The sanitary sewer main crossings and 18” RCP crossings are noted but not shown on the Water Line A profile. It appears that layer may have been turned off.

Rogers Water Utilities | PO Box 338 | 601 S. 2nd Street | Rogers, Arkansas 72756 Telephone 479-621-1142 | Fax 479-621-1146 | www.RWU.org 11. The following must be submitted prior to scheduling a pre-construction meeting:

A. The utility contractor must be licensed by the State of Arkansas in the Underground Piping, Cable, Trenching, Boring Specialty Class or as a Municipal Utility Contractor. A copy of the contractor’s license must be submitted if the contractor has not worked recently within the Utility’s service area.

B. One copy of the revised plans for review.

C. Written approval from the Arkansas Department of Health.

D. A signed copy of the enclosed Special Contract for Facilities Extensions. Please note and bring to the attention of your client that access fees and impact fees are defined in the contract and must be delivered to the Utility before water service will be established.

E. A copy of the executed contract between the developer or general contractor and the utility contractor.

F. Performance and payment bonds executed by the utility contractor.

G. Two full-sized copies and two half-sized copies of the approved plans submitted at the pre-construction meeting.

Approval of this project is void if construction is not started within one year of the date affixed hereto.

Sincerely,

Stephen T. Ponder, PE

SP:DG

Attachment(s): Special Contract for Facilities Extension

Copy: B. Dobler, B. Sartain, J. Lunsford, T. Kinion, J. Porter, L. Ericson, E. Hunter, Developer (w/ attachments) P:\Monte Ne Tiny Homes\Reviews\MonteNeTinyHomesPhilipSwope091020Letterhead.docx 2

mONTE NE TINy hOmES Project

S 1ST ST

S MONTE NE RD lARGE SCAlE DEVElOPmENT TINy hOmE SUbDIVISON (Pl202000287) E NEW HOPE RD

1800 mONTE NE ROAD S OLD WIRE RD ROGERS, ARkANSAS GENERAl NOTES CONTACT INFORmATION: UTIlITy INFORmATION: VICINITy mAP DEVELOPER / PROPERTY OWNER: (479) 621-1186 GAS COMPANY CABLE COMPANY 1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD N.T.S. Parcel #: 02-00580-001, 02-06019-000 & 02-06019-001 [email protected] BLACK HILLS ENERGY COX COMMUNICATIONS CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION D&C HOLDINGS, LLC ATTN: JOSH KNIGHT ATTN: KIP SMITH, OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF 2411 MARYLANE DR. FIRE DEPARTMENT 1301 FEDERAL WAY 4901 S. 48TH STREET, TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON THE PLANS OR 18", WHICHEVER IS LESS, ROGERS, AR 72756 201 N 1st Street PO BOX 2129 SPRINGDALE, AR 72762, CONTACT SWOPE ENGINEERING AT 479-877-7388 PRIOR TO PROCEEDING WITH CONSTRUCTION. [email protected] Rogers, AR 72756 LOWELL, AR 72745 PH: (479) 717-3796 CIVIl ShEET lIST CONTACT: William Hyde PH: (479) 333-7005 [email protected] 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY CIVIL ENGINEER/SURVEYOR (479) 621-1179 OFFICE [email protected] SHEETING, SHORING, BRACING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET Sheet Number Sheet Title Phil Swope, P.E. [email protected] ARKANSAS DOT OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON Terry Ging, P.S. TELEPHONE COMPANY ATTN: DOUG MEARS THE DRAWINGS. SWOPE ENGINEERING, ACCEPTS NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. C1.0 Cover Sheet Swope Engineering CITY OF ROGERS MAYOR AT&T 215 INDUSTRIAL PARK ROAD CALL THE ARKANSAS STATE ONE-CALL UTILITY LOCATION CENTER (1-800-522-6543) BEFORE YOU DIG. 3511 SE J Street, Suite 9 301 West Chestnut ATTN: SCOTT SEAMAN PO BOX 610 C1.1 Notes Bentonville, Arkansas 72712 Rogers, AR 72756 OR LAYNE RHODES HARRISON, AR 72602 3. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION 479.685.8399 office CONTACT: Greg Hines 627 WHITE ROAD [email protected] OF ALL OF THE UNDERGROUND UTILITIES AND CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT. C2.0 Site Plan 479.250.4285 fax (479) 621-1117 SPRINGDALE, AR 7276 [email protected] PH: 479-442-1967 (SCOTT) ARKANSAS DEPARTMENT OF HEALTH 4. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF ROGERS C2.1 Roundabout Signage and Detail sheet WATER AND SEWER PH: 479-442-1977 (LAYNE) ATTN: ADAM PARKER WATER UTILITIES SPECIFICATIONS. [email protected] DIVISION OF ENGINEERING, SLOT 37 ROGERS COMMUNITY DEVELOPMENT Rogers Water Utilities C2.2 Easement Plat DIRECTOR CONTACT: John McCurdy 601 S 2nd Street [email protected] 4815 W MARKHAM 5. IF APPLICABLE TO THIS PROJECT, THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND (479) 621-1186 OFFICE Rogers, AR 72757 LITTLE ROCK, AR 72205 SHOWN UPON REQUEST. C3.0 Demolition and Erosion Control Phase 1 Plan [email protected] CONTACT: Stephen Ponder CENTURYTEL PHONE COMPANY 661-2623 OFFICE (479) 621--1142 OFFICE 2601 WAUKESHA ROAD [email protected] 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE CITY OF ROGERS STREET DEPT. [email protected] SILOAM SPRINGS, AR 72761 C3.1 Erosion Control Phase 2 Plan WATER AND SEWER LINES REQUIRED BY ROGERS WATER UTILITIES. 290 North Main Street PH: 479-524-9943 CARROLL ELECTRIC C3.2 Erosion Control Details JEFF Centerton, AR 72719 FAX: 479-524-9936 ATTN: RYAN BUTLER 7. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE CONTACT: Frankie Guyll [email protected] PO BOX 329

by PROJECT AS SHOWN ON THE PLANS. (479) 621-1140 OFFICE BENTONVILLE, AR 72712 C4.0 Grading Plan [email protected] PH: 479-273-2421 EXT 1415 8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY AND ALL COST ASSOCIATED WITH PROVIDING A [email protected] C4.1 Roundabout Grading Plan PROFESSIONAL ENGINEER ON-SITE IF THE CONTRACTOR DOES NOT ADEQUATELY HANDLE STORMWATER CITY ENGINEER CERTIFICATIONS: MANAGEMENT FACILITIES AND A PROFESSIONAL ENGINEER IS REQUIRED BY A GOVERNING AGENCY DURING THE Development Compliance Manager C4.2 Storm Sewer Profiles CONSTRUCTION OF SAID FACILITIES. PROPERTY INFORMATION 301 West Chestnut REVIEW OF THESE PLANS IS LIMITED TO GENERAL Rogers, AR 72756 COMPLIANCE WITH CITY CODES AND Total Site Area (Residential): 232,682.6 sf 5.34 acres C5.0 Utility Plan

_DwG TO PDF.PC3 _DwG 9. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, RIGHTS, AND/OR RIGHTS OF WAY THAT CONTACT: Kris Paxton REGULATIONS AND DOES NOT WARRANT THE Development Area: 232,682.6 sf 5.34 acres MAY BE REQUIRED FOR THE SEDIMENT AND EROSION CONTROL PRACTICES, STORMWATER ONTO OR ACROSS ENGINEER'S DESIGN OR RELIEVE THE DEVELOPER C6.0 Landscaping Plan

TO ALL CIVIL PLANS USED ON SITE ADJACENT OR DOWNSTREAM PROPERTIES, INCLUDED IN THIS PLAN. SAID OWNER IS ALSO RESPONSIBLE FOR THE OF ANY REQUIREMENTS, EVEN IF ERRORS, Unit Count: 50 units

1:1 ACQUISITION OF ALL EASEMENTS, RIGHTS, AND/OR RIGHTS OF WAY THAT MAY BE REQUIRED FOR GRADING MUST INCLUDE MOST CURRENT OMISSIONS, OR ANY INADEQUACIES ARE Unit Density (units per acre): C6.1 Tree Mitigation Plan AND/OR WORK ON ADJACENT PROPERTIES INCLUDED IN THIS PLAN. DISCOVERED AFTER PLAN APPROVAL. THE CITY'S 50 / 5.34 = 9.36 units / acre STAMP BY ROGERS PLANNING. REQUIREMENTS SHALL GOVERN OVER ANY Zoning: N-R Neighborhood Residential C7.0 Street Plan and Profile 10. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO ENSURE THAT THE CONFLICTS WITH THE PLANS OR SPECIFICATIONS. Land Use: Tiny Home Subdivision INTENDED PURPOSES ARE ACCOMPLISHED. ANY CONDITIONS DETERMINED IN THE FIELD C8.0 Sanitary Sewer Line A, B, and C Plan and Profile WHICH REQUIRE CHANGES SHALL BE SUBJECT TO Building Type: Residential 11. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS FURTHER REVIEW AND CORRECTIVE ACTION. @ A SCAlE OF SCAlE @ A Building Area: 24,750 sf (50 total units) TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATIONS. lEGAl DESCRIPTION: C8.1 Sanitary Sewer Line D Plan and Profile -20' primary structure(max) 12. BUILDING CONTRACTOR SHALL INSTALL ALL UTILITY SERVICE LINES, METERS, AND OTHER UTILITY Building Height: -10' storage shed(max) C9.0 Waterline A Plan and Proflie CITY APPROVAL STAMP -16' accessory structure(max) APPURTENANCES NECESSARY FOR THE CONNECTION OF BUILDING UTILITIES. A PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 29 Hardie siding, stucco, tounge and groove siding, C10.0 Details WEST, BENTON COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS Building 13. A MINIMUM OF FORTY EIGHT (48) HOURS PRIOR TO ANY EXCAVATION OR GRADING, CONTRACTOR SHALL CONTACT Materials: architectural shingles and metal roofs. FOLLOWS: Details THE STATE ONE-CALL SYSTEM AT 811TO LOCATE ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ZONING REGULATIONS C10.1 THE ENGINEER OF RECORD IMMEDIATELY IN THE EVENT THAT UNDERGROUND UTILITIES ARE NOT SHOWN ON COMMENCING AT THE NORTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4; Front Yard Setback:(Outside Site/Inside Site*) C10.2 Details PLAN AND / OR CONFLICT WITH PROPOSED CIVIL WORKS. THENCE S 87°41'58" E 425.80 FEET TO A POINT; (20 ft / 4 ft*)

10/16/2020 1:23:25 Pm 1:23:25 10/16/2020 * Granted as 14-feet from back-of-curb THENCE S 02°18'02" W 344.80 TO THE POINT OF BEGINNING, A SET IRON PIN; 14. THE CONTRACTOR IS TO BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO NEIGHBORING PROPERTIES DURING THENCE S 02°16'27" W 494.21 FEET TO A POINT; Interior Side Yard Setback: 6 ft CONSTRUCTION OF THIS PROJECT. C10.2.1 Roadway Signage Details THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 254.10 FEET, AND A CHORD BEARING AND DISTANCE OF S 63°04'57" E 252.20 FEET TO A SET IRON PIN; Exterior Side Yard Setback: 20 ft 15. THE CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS PRIOR TO ANY CONSTRUCTION, AND NOTIFY C10.3 Details THENCE S 87°02'47" E 234.48 FEET TO AN IRON PIN; THE ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES THAT MAY OCCUR ON THE Rear Yard Setback: 20 ft THENCE N 10°34'19" E 105.60 FEET TO AN IRON PIN; C10.4 RWU Water Details

- PlOTTED ON ON - PlOTTED DRAWINGS. ALL WORK SHALL DISCONTINUE UNTIL SUCH TIME THAT THE ENGINEER OF RECORD HAS RESOLVED THENCE N 87°14'07" W 214.25 FEET TO A SET IRON PIN; Building Coverage Percentage: 13.11 % SAID DISCREPANCY. THENCE N 02°13'47" E 225.36 FEET TO A SET IRON PIN; Lot coverage / Impervious area: 27.02% C10.5 RWU Water Details THENCE S 87°36'12" E 113.40 FEET TO AN IRON PIN; 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF CONSTRUCTION WASTE MATERIALS INCLUDING BUT THENCE N 00°29'49" E 72.30 FEET TO A SET IRON PIN; Greenspace: 72.98% C10.6 RWU Sewer Details NOT LIMITED TO DEMOLITION MATERIALS, DEBRIS, CONTAMINATED SOILS / MATERIALS, ETC. IN A LAWFUL MANNER, THENCE S 87°49'52" E 146.86 FEET TO AN IRON PIN; 136,444.92 sf AT STATE AND FEDERALLY ACCEPTED DISPOSAL SITES. Open Space (40% total area = 93,067 sf required): THENCE N 10°30'47" E 201.06 FEET TO A RAILROAD SPIKE; provided (59%) THENCE N 87°49'24" W 182.14 FEET TO AN IRON PIN; 17. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONSTRUCTING IN ACCORDANCE WITH THE STRICTER 370 Feet / 1794.5 THENCE N 87°48'16" W 369.20 FEET TO THE POINT OF BEGINNING, A SET IRON PIN, 1 - Sided Sidewalk @ 2' B.O.C. & 30' ROW OF: THESE CONSTRUCTION DOCUMENTS AND ANY ASSOCIATED DETAILS & SPECIFICATIONS; AND ALL S.Q. Feet MUNICIPALITIES / GOVERNING AGENCIES' STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION. CONTAINING 232682.60 SQUARE FEET OR 5.34 ACRES MORE OR LESS, SUBJECT TO ANY COVENANTS, EASEMENTS, OR RIGHT-OF-WAYS OF RECORD OR FACT. 18. NO EVIDENCE IS FOUND ON-SITE OF WETLANDS OR OTHER "WATERS OF THE U.S."

19. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. IF ANY DISCREPANCIES ARE FOUND ON PLANS OR IN THE FIELD WHICH WOULD PREVENT POSITIVE DRAINAGE, CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY TO AVOID ADDITIONAL COST TO THE OWNER. 20. AN EASEMENT PLAT SHALL BE APPROVED/RECORDED PRIOR TO FINAL PROJECT APPROVAL PRIOR TO SWOPE ENGINEERING CERTIFICATE OF OCCUPANCY. THIS DRAWING IS 21. ALL CONSTRUCTION WORK BY A CONTRACTOR EXCEEDING $20,000 IN VALUE REQUIRES A CONTRACTOR'S *** CAUTION *** "PRELIMINARY - NOT FOR F AU 7 Halsted Circle Civil Engineering LICENSE. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED O T TE HO FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONSTRUCTION" UNTIL A R Suite #210 Construction Management SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND C ABOVE SEAL HOLDER I I 22. A SEPARATE SIGN PERMIT IS REQUIRED FOR ANY SITE SIGNAGE REQUESTED. UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, Z F A Rogers, Arkansas 72756 Municipal Engineering ACKNOWLEDGES THE I EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER SWOPE T

DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN T CANCELLATION OF THIS I

23. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO INCLUDE ALL ITEMS REQUIRED BY ORDINANCE. IF ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES R ENGINEERING O 479.685.8399 office Land Planning N

Know what'sbelow. CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE DISCLAIMER BELOW. E APPROVED PLANS CONFLICT WITH ORDINANCE REQUIREMENTS, THE ORDINANCE TAKES PRECEDENCE UNLESS A C FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT 479.250.4285 fax Land Surveying WAIVER OR VARIANCE HAS BEEN GRANTED. Callbefore you dig. PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. No. 2831 4/24/2019______FLOOD INFORMATION 24. STOCKPILES WITH EXCESS CONSTRUCTION SITE MATERIALS, INCLUDING BUT NOT LIMITED TO EXCESS TOP SOIL A S DATE: 06/09/2020 R A This property lies in Zone 'X' (Special Flood Hazard Areas Inundated by 100-year STOCKPILES, MUST BE REMOVED FROM SITE PRIOR TO PROJECT COMPLETION. GRADING BEYOND THE APPROVED ______K A N S Flood) as determined from the F.I.R.M. maps of Benton County, Arkansas, and LIMITS IS PROHIBITED. DATE Incorporated Areas, Map Number 05007C0290K, effective June 5, 2012. REVISED:10/16/2020 C1.0 R:\~SwOPE\19-135 mONTE NE TINy hOmES\CIVIl DRAwINGS\19-135 - CND.DwG DRAwINGS\19-135 hOmES\CIVIl NE TINy mONTE R:\~SwOPE\19-135 r:\~swope\19-135 monte ne tiny homes\civil drawings\19-135 - pr.dwg - Plotted on 10/16/2020 1:24:58 PM @ a scale of 1:1 to _dwg to pdf.pc3 by Jeff 8" PVC FL OUT SE: 1358.014' 8" PVC FL IN N: 1358.114' RIM ELEV: 1368.114'' EXISTING SSMH 13 Bentonville, Arkansas 72712 Bentonville, Arkansas 72712 Phil Swope, P.E. PROJECT SURVEyOR PROJECT ENGINEER 3511 SE J Street, Suite 9 Swope Engineering 3511 SE J Street, Suite 9 Swope Engineering SSS 479.685.8399 office Terry Ging, P.S. 479.685.8399 office SSS W AREA SSS S M FOUNDATION, NOT TALLER SSS UTILITY EASEMENTS MUST THAN 10', NOT MORE EXHIBIT "A" NOT BE ON A PERMANENT SSS 200-SF, AND NOT HOOKED SYSTEMS OR WELLS ARE SSS PROPOSED FEATURES DE SSS PRESENT ON THIS SITE. SSS OUTFALL STRUCTURE CURB INLET DEVELOPER PER MINOR STREET INSTALLED BY AREA INLET SECTION STREET LIGHT TO BE JUNCTION BOX SSMH 12 TYPICAL STREET POWER POLE WATER METER WATER SERVICE WATER VALVE FIRE HYDRANT ASSEMBLY SEWER SERVICE SANITARY SEWER GRATE INLET GAS METER TELEPHONE PEDESTAL

NO EXISTING SEPTIC STORAGE SHEDS IN SHEDS STORAGE SymbOlS TELE UP TO UTILITIES. GAS OHE ROW SS FO AE W DE X DE FEATURE lINES UTIlITy lINES

SEWER LINE TELEPHONE LINE FIBER OPTIC GAS LINE OVERHEAD POWER LINE WATER LINE STORM PIPE ASPHALT PAVEMENT CURB AND GUTTER UTILITY EASEMENT BUILDING SET BACK ACCESS EASEMENT FENCE RIGHT-OF-WAY DRAINAGE EASEMENT OFFSITE PROPERTY LINE PROPERTY LINE S FLOWS-8 FROM PROPOSED

SSMH A-1 S-8

285.49' hATChES S-8 CONCRETE GRAVEL ASPHALT 0 GRAPHIC SCALE 1 inch = 30 feet

ROW 6" SS 6" AND RIGHT-OF-WAY 30' UTILITY EASEMENT BOOK 16 PAGE 76 STM B-14 STM B-13 EASEMENT PER CONFLICTS. IF PROBLEMS ENGINEER IMMEDIATELY.

ROW EXISTING SSMH 14

& REPLACE W/TRAFFIC-RATED FRAME/LID 6" SS 6" EXPOSE ALL NEARBY CONTRACTOR SHALL

EXIST, CONTACT THE E LINDEN ST LINDEN E UTILITIES TO CHECK 32 LF 16" JACK & BORE AND 8"x6" REDUCER ADJUST TO MATCH CONCRETE ELEV RWU STANDARDS TAPPING SLEEVE 60' INSTALLED PER FOR VERTICAL

ROW AND VALVE, 0

(REFER TO RWU DETAIL SD-1) 6" SS 6" EXISTING RIM ELEV: 1357.51' 6" CLAY FL OUT: 1357.65 N Know what's ENCASEMENT WITH 8" PVC FL IN: 1357.75' SE 6" CLAY FL IN: 1352.51‬' S RWU STANDARDS 6"x6" 40 LF 16" PLACED Call PROPOSED RIM ELEV: INSTALLED PER GRAPHIC SCALE (PER WD - 1/21) 1 inch = 30 feet S.S. SPACERS RIM ELEV: 1363.15' FL OUT: 1352.41‬' E

ROW

EXISTING SSMH 9 EXISTING SSMH 7 6" SS 6" PRIVATE SEWER LINE before you dig.

30' ROW CONTRACTOR TO ZONING: PLUMBING CODE

RSF-5 below.

ROW

INSTALLED BY ROW ROW

ROW

ROW

ROW ROW

6" SS 6" W 6" 6" W 6"

Existing SSMH B-1 8" W 8" SSMH B-1 60' STM A-3.2

ZONING: 6" SS 6"

RSF-5 W W S G STREET

ROW 8" W 8"

Approximate Location

20' UE 20'

6" SS 6"

6" SS 6"

ROW

6" SS 6"

Transformer Pad SS 6"

6" SS 6"

6" SS 6" 6" SS

6" SS 6"

S SS 6"

10.56' SS 6" 6" SS 6"

6" SS 6"

R.O.W. SS 6" R.O.W.

36.1' SS 6" 6" SS

34.5' SS 6" 6" SS 6"

6" SS 6" W 8" ROW

20' BSL SS 6" S 6.5' UE R.O.W. SSS STM A-3.1

S G ST. 34.5' & BSL W

EXISTING SSMH 15 W RECREATION EASEMENT

SSS R.O.W.30'

4" SERVICE LINE ROW

ELEC SSSUE S-10 20' BSL & UE ROW ROW ROW W 8"

ROW ZONING: PRIVATE SEWER LINE ROW ROW

ROW 6.5'

10'SSS ROW RSF-5

ELEC ROW ROW

6.5' UE & BSL & UE 6.5' ROW 6.5' ROW ROW BSL-UE

6.5' UE & BSL SSS STM A-3.3 CONTRACTOR TO

PLUMBING CODE BSL-UE SSS SSMH C-2 (PRIVATE) ROW UE BSL-UE STM B-15

7' INSTALLED BY

S-10 SSS

SSS EXISTING INVERT: 1350.07'

STM B-16 14' UE & BSL & UE 14'

Approximate Location

8" W 8"

SSS 14' UE & BSL & UE 14' Shelter 1" PVC WATER 6" PVC FL IN: 1350.40‬' S INSTALLED BY

CONTRACTOR SERVICE LINE TO PLUMBING CODE

SSS SSS ROW

UE Storm 22' 20' BSL & UE & BSL 20' PROPOSED SSMH C-1

Transformer Pad DE 1" PVC WATER INSTALLED BY CONTRACTOR SERVICE LINE TO PLUMBING CODE

SSS Access

SSS SSS RIM ELEV: 1356.7'

EasementS-10 ELEC ASSEMBLY

SSS SSS SSS SSS ROW HYDRANT

BSL-UE W 8" SSS SSMH C-1

ROW SSS

SSS SSS SSS

FIRE

SSS SSS

ELEC UE

UE S-10

SSS

SSS S UE

15' UE 15'

6" SS 6" UE CONTRACTOR TO

PLUMBING CODE

DE 6" SS 6" 4" SERVICE LINE DOWNSTREAM SERVICE LINES

UE UE SSS

INSTALLED BY

6" SS 6"

ROW

ELEC UE

6.5' UE & BSL & UE 6.5' INSTALLED BY OWNER (TYP). SSS

6" SS 6" DE

SSS ELEC 15' STRAWBERRY LANE STRAWBERRY

ROW Private Line W 8"

6" SS 6"

SSS ELEC Mailbox 6" SS 6"

SSS ELEC

S

SSS SSS ELEC SSS

SSS UE ELEC

SSS Drive) (Private 20' BSL (TYP) BSL 20' UE ELEC

SSS UESSS 15' UE AE

UE SSS ROW S-10

SSS METER INSTALLED 2" DOMESTIC METER. SSS STM A-7 UE SSS SSS

SSS SSS

RWU STANDARDS UE

SSS BSL & UE 14' SSS AE

SSS ROW

SSS STM A-3.0.1 Approximate Location 7.4'

SSS 8" - 45° Fitting

SSS SSS

SSS 2" DOMESTIC

BY CITY PER SSS Utility

DE 15' W 8" ELEC ZONING:

SSS Transformer Pad

Easement RSF-5

SSS

SSS ROW

UE BSL & UE 14' SSS

S-10

18' BSL-UE ROW

SSS SSS + BACKFLOW PREVENTER

AE STM A-5

5/8" IRRIGATION METER ELEC

SSS SSS 8" W 8"

ROW SSS SSS PER RWU LINE INSTALLED S-10 STANDARDS. 8" PUBLIC WATER

STM A-4

Easement

Existing SSMH D-1

ROW RWU STANDARDS.

SSS Utility

INSTALLED PER

BSL-UE 15' UE 15'

14' DE

6.5' BSL-UE 8" - 45°

BSL-UE SSS 8" W 8" UE Fitting Approximate Location

AE 14' UE & BSL BSL-UE

ROW 14' TO PLUMBING CODE

WM S-10 AE

SSS 14' UE & BSL & UE 14' ROW Transformer Pad

AE i

8" W 8" AE AE 8" W 8" Easement

1" PVC WATER

AE INSTALLED BY

CONTRACTOR AE SERVICE LINE

AE W 8" SSS Access

AE AE

ELEC

AE ELEC

W AE SSS M 22' AE

AE SSS ROW BSL-UE

S-10 SSS

i S H ST. 5' ZONING: W 8"

Fitting 8" - 45°

ROW UE 20' U.E.

RSF-5 (Private Drive) AE

AE UE SSS

AE S 8" W 8"

STM A-6 AE

8" W 8" S-10 AE

SSMH A-2 W 8"

S-10

AE

8" W 8" UE

S-10 AE

8" W 8"

S-10 14' UE & BSL & UE 14'

8" W 8"

S-10

8" W 8"

SSS S-10

8" W 8"

8" W 8" 8" W 8" S-10

8" W 8"

S-10 8" W 8"

8" W 8"

ROW

14'

8" W 8" AE

8" W 8"

FIRE HYDRANT ASSEMBLY W 8" SSS AE

BSL-UE UE

ROW AE BSL-UE

ELEC 20'UE U.E. ELEC DE UE

S-10

LINE INSTALLED

PER RWU 14' UE & BSL 8" PUBLIC WATER STANDARDS. RWU STANDARDS INSTALLED PER SSS + BACKFLOW PREVENTER 5/8" IRRIGATION METER SSS Transformer Pad 14' 5' Approximate Location

ZONING:

SSS FOUND EASEMENT EXISTING NO EXISTING SEWER MAIN SEWER EXISTING

Shed Storage

UE RSF-5 10" PVC FL OUT: 1346.56' 10" PVC FL IN: 1346.59‬' E 10 " PVC FL IN: 1347.74‬' W PROPOSED RIM ELEV: 1357.61' EXISTING RIM ELEV: 1354.74' EXISTING SSMH 6

8" W 8" Fitting 8" - 45° UE 1" PVC WATER UE 15' INSTALLED BY CONTRACTOR SERVICE LINE TO PLUMBING CODE

S EXISTING SSMH 16 ROW RWU STANDARDS NIPPLE AND A 2" GATE INSTALLED BY PER 6" LONG 2" DIA. BRASS 2" TAPPED PLUG, M.J., VALVE (WD-1/5) RWU STANDARDS. INSTALLED BY CITY PER NIPPLE AND A 2" GATE 6" LONG 2" DIA. BRASS 2" TAPPED PLUG, M.J.,

VALVE (WD-1/5) TO BE UE Fitting 8" - 45° SERVICE WYE TO

ELECTRIC PROVIDE MIN 5'

SEPARATION FROM TRANSFORMER

ROW SSS /DE

S-10 Shelter Storm

SSS CONNECT 4" DE

R382' MAIN LINE.

SSS

8" W 8"

AE

BSL-UE ROW ELEC

SSS 6" SS 6"

AE

Shelter Storm SSS

SSS SSS 20' BSL (TYP) SSS

ROW 5'

ELEC SSS

S-10 SSS

SSS UE

SSS SSS

S

SSS SSS

UE 8" W 8" 33.4' 14'

N

UE 6" SS Private Line SSS R.O.W. UE 15' UE SSS

6" SS STM A-3 6" SS SSS

6" SS STM A-3.1.1

AE

6" SS S SSS (Private Drive) (Private

E LINDEN ST. LINDEN E ROW

S-10

DE 6" SS SSS 10' x 12' (TYP.) 7.5' STORAGE SHED

SSS Apple Way Apple

AE SSMH D-2 (PRIVATE) RECREATION EASEMENT 4" SERVICE LINE 15' UE UE SSS PLUMBING CODE INSTALLED BY PRIVATE SEWER LINE CONTRACTOR TO

SSS ELEC ZONING:

RSF-5

SSS 6" SS 6"

S-10

SSS PROPOSED RIM ELEV: 1355.22'

RECREATION EASEMENT ELEC 20' BSL & UE & BSL 20'

SSS

BSL-UE SSS SSMH D-1

EXISTING RIM ELEV: 1355.89'

14' UE & BSL & UE 14' 8" PVC FL OUT: UE 8" - Air Release

Valve

AE UE 4" PVC FL IN: ‭1,351.48‬' NW

SSS

DE UE 8" PVC FL OUT: 1347.60' S

8" PVC FL IN: 1347.73‬' NW 14' UE & BSL & UE 14'

SSS 20' BSL (TYP) BSL 20' EXISTING INVERT: 1346.77‬' RIM ELEV: 1357.4' PROPOSED SSMH D-1 6 " PVC FL IN: 1347.10‬' S

AE

BSL-UE

20' BSL (TYP) BSL 20' 8" W 8" 6 " FL IN: ‭1,348.08‬' NE

SSS 20' U.E. 20'

5' ROW

SSS

S-10 RIM ELEV: 1354.48' 1" PVC WATER INSTALLED BY CONTRACTOR SERVICE LINE TO PLUMBING CODE EXISTING SSMH 4 EXISTING SSMH 5 ZONING:

SSS

SSS RSF-5

PLUMBING CODE PLUMBING 22' CONTRACTOR TO CONTRACTOR

INSTALLED BY INSTALLED PRIVATE SEWER LINE SEWER PRIVATE

1,348.06‬' SE DE ELEC Access

SSS AE

SSS 8" W 8"

Easement DE

S-10

ROW

AE SSS SSS

SSS 6" SS 6" PROPOSED ELEV: MATCH

SSS UE

BSL-UE STM A-2 UE

SSS

15' FOUND EASEMENT EXISTING NO EXISTING SEWER MAIN SEWER EXISTING

SSS

6.5' UE & BSL & UE 6.5' 8" W 8"

S-10

SSS 20' U.E. 20'

ROW

8" PVC FL OUT: 1354.96‬' NE

RWU STANDARDS. INSTALLED PER SSS

8" WATER LINE UE 4" PVC FL IN: 1355.5‬0' NW STM A-1 PROPOSED RIM ELEV: 1356.47' 8" PVC FL IN: 1355.12' S

EXISTING RIM ELEV: 1356.56' S

12" PVC FL OUT: 1347.21‬ W ELEC ELEC DE

12" PVC FL IN: 1347.26' E

RIM ELEV: 1362.20'

EXISTING SSMH 11 SSS

SSS DE 20' 8" W 8"

8" PVC FL IN: 1347.31' N DE

ROAD SURFACE 20' BSL (TYP)

ROW

Approximate Location DE

S-12 DE

6" SS 6" DE

EXISTING SSMH 2 Transformer Pad DE ZONING:

RSF-5 S-8

UE

8" W 8"

UE

ROW 12" PVC FL OUT: 1347.03' E 10" PVC FL IN: 1347.11‬' W PROPOSED RIM ELEV: 1356.28 EXISTING RIM ELEV: 1355.66' EXISTING SSMH 3 ELEC S-12 DE

FROM ELECTRIC LINE BSL-UE

PROVIDE MINIMUM 5' S-8 DE 20'

UE

ELEC

SSS

SSS 8" PVC FL OUT: 1354.51‬' NE

SEPARATION

ENCASEMENT WITH S-8 8" W 8" 4" PVC FL IN: 1355.11' NW UE 8" PVC FL IN: 1354.91' SW UE

ROW S-12

RWU STANDARDS

20 LF 16" PLACED

SSS DE INSTALLED PER

CITY APPROVAL STAMP

(PER WD - 1/21)

S-8 S-8 6" SS 6" S-8 S.S. SPACERS EXISTING SSMH 12

RIM ELEV: 1361.91' 20' BSL & UE & BSL 20' SSMH A-1

34.6' SSS

UE S-12 R.O.W. UE

SSS

SEWER MAIN

SSS SSS

EXISTING

ZONING:

SSS S-8 RSF-5

ROW

ELEC

8" W 8" S-12

S 20' BSL & UE

5' SSS SSS

21' UE & BSL & UE 21' S-8 CONTRACTOR TO PLUMBING CODE

4" SERVICE LINE UE CONTRACTOR TO AE PLUMBING CODE INSTALLED BY

38.6' 4" SERVICE LINE

SSS SSS 14' UE & BSL & UE 14' INSTALLED BY

R.O.W. AE

S-8 ROW

8" W 8" S-12 SSS 22' SSS 12" W Access

12" W SSS SSS

ON THIS SHEET S SEE EXHIBIT "A" 41.3' Easement

12" W BSL-UE EXSTING 8" PVC INVERT: 1355.83' RIM ELEV: 1362.9' 6" PVC FL IN: 1356.00' W SSMH A-1 S R.O.W. SSS SSS SSS SSS SSS SSS

12" W SSS SSS ELEC

AE S-12 PER BK 2003 PG 897 20' SETBACK & U.E.

SSS

12" W AE (Private Drive) (Private

12" W SSS Peach Street Peach

12" W BSL-UE

12" W SSS 1" PVC WATER INSTALLED BY CONTRACTOR SERVICE LINE TO PLUMBING CODE 12" W S-12 FIRE HYDRANT RWU STANDARDS INSTALLED PER 8" WATERLINE ASSEMBLY ON NEW 12" W 14' SSS 12" W AE

12" W AE PL202000287

12" W 21' S-12 12" W ELEC 20' BSL & UE 8"x12" TAPPING SLEEVE & VALVE 12" W ENGINEER IMMEDIATELY. EXIST, CONTACT THE FOR VERTICAL UTILITIES TO CHECK EXPOSE ALL NEARBY CONFLICTS. IF PROBLEMS CONTRACTOR SHALL 12" W

12" W

existing meter AE

12" W Convert 5/8" ℄ ℄ S-12

AE to 1" meter 12" W 12" W 12" W 12" W

12" W 12" PVC FL OUT: 1347.73‬ W PROPOSED RIM ELEV: 1358.12' EXISTING RIM ELEV: 1356.98' EXISTING SSMH 1 ℄ ℄ 8" PVC FL IN: 1348.08‬' E PER BK 2003 PG 897 25' SETBACK & U.E. Residual: 45 psi Hydrant #125 Existing Fire Gallons per minute: 1065 Static: 50 psi 12" W 12" W 12" W 12" W W

12" W M Monte Ne Road (Minor Arterial Road - 80' R.O.W.) 12" W ShEET NUmbER: DRAwING NAmE: SUbmITTAl DATE: DRAwN by: 10/15/2020 19-135 - PR.DwG

C5.0 JEFF NO. DATE REVISION UTIlITy PlAN 1 06/09/2020 1ST SUbmITTAl COmmENTS 10/16/2020 SCAlE: JOb NUmbER: 2 07/10/2020 2ND SUbmITTAl COmmENTS mONTE NE TINy hOmES SWOPE ENGINEERING 3 09/16/2020 3RD SUbmITTAl COmmENTS lARGE SCAlE DEVElOPmENT 7 Halsted Circle Civil Engineering AS NOTED Suite #210 Construction Management 4 10/08/2020 1ST ADh SUbmITTAl COmmENTS D&C hOlDINGS, llC. 19-135 Rogers, Arkansas 72756 Municipal Engineering 479.685.8399 office Land Planning mONTE NE ROAD 479.250.4285 fax Land Surveying ROGERS, ARkANSAS r:\~swope\19-135 monte ne tiny homes\civil drawings\19-135 - pr.dwg - Plotted on 10/16/2020 1:25:02 PM @ a scale of 1:1 to _dwg to pdf.pc3 by Jeff PROPOSED STREET TREES EXISTING ONSITE PROPOSED ONSITE Total 1 1 1 6 4 17 54 9 56 17% OF TREES ARE EVERGREEN 149 TOTAL 139 TREES/SHRUBS 113 TREES REMOVED / 5 = 22 MITIGATION 1 TREE PER 5 TREES REMOVED 1 TREES/PLANTS PER 2000 SQ FT TREE SCHEDULE REQUIREMENTS: REQUIRED BY MITIGATION: REQUIRED BY AREA: LANDSCAPING (232,682.6 SQ FT, 5.34 ACRES) LANDSCAPE REQUIREMENTS: 54 ORNAMENTAL / 139 TREES/PLANTS = 38% 56 EVERGREEN TREES / 85 TREES/PLANTS = 65% 56 TREES / 139 TREES/PLANTS = 40% 35% OF PLANTS ARE TREES OVERALL LANDSCAPING (142 TOTAL 22% OF TREES ARE ORNAMENTAL 232,682.6 SQ FT/2000 FT = 117 TREES/PLANTS TREES/PLANTS): TOTAL TREES/SHRUBS PROVIDED: TOTAL TREES/SHRUBS REQUIRED: 117 + 22 = SSS SSS W AREA SSS S M SSS SSS SSS PROPOSED FEATURES DE SSS SSS 3-inch caliper 3-inch caliper 3-inch caliper 3-inch caliper 3-inch caliper 3-inch caliper 5-gallon 3-inch caliper 3-inch caliper Size OUTFALL STRUCTURE CURB INLET MINOR STREET DEVELOPER PER INSTALLED BY AREA INLET SECTION STREET LIGHT TO BE JUNCTION BOX TYPICAL STREET POWER POLE WATER METER WATER SERVICE WATER VALVE FIRE HYDRANT ASSEMBLY SEWER SERVICE SANITARY SEWER GRATE INLET GAS METER TELEPHONE PEDESTAL SymbOlS TELE GAS OHE ROW SS FO AE W DE X DE FEATURE lINES Ornamental Evergreen Shade Shade Shade Shade Shade Shrub Evergreen Type UTIlITy lINES SEWER LINE TELEPHONE LINE FIBER OPTIC GAS LINE OVERHEAD POWER LINE WATER LINE STORM PIPE ASPHALT PAVEMENT CURB AND GUTTER UTILITY EASEMENT BUILDING SET BACK ACCESS EASEMENT FENCE RIGHT-OF-WAY DRAINAGE EASEMENT OFFSITE PROPERTY LINE PROPERTY LINE (Yoshino) Celtis occidentalis Ornamental Cherry Tree Cupressus Quercus alba Oak Tree (White) Maple Tree Elm Tree Emerald Green arborvitae Cupressus Prunus x yedoensis Platanus occidentalis Acer Hackberry Ulmus americana Botanical Name Leyland Cypress Tree Sycamore Tree Leyland Cypress Tree COMMON NAME hATChES : CONCRETE GRAVEL ASPHALT mISCEllANEOUS INFORmATION: wETlAND INFORmATION: REPLACED IN 1:5 RATIO. BOTH PUBLIC AND PRIVATE ROADS WILL BE 20' WIDE FROM BACK-OF-CURB FRONT SETBACKS ALONG PUBLIC ROADS SHALL BE VARIED TO 4'. ROADWAYS AT FIRE HYDRANTS SHALL MEET 26' WIDTH REQUIREMENT. BASIS OF BEARING: IF MORE THAN 7 SIGNIFICANT TREES ARE REMOVED, THEY MUST BE CERTIFICATE OF OCCUPANCY TO MAINTAIN AND REPLACE LANDSCAPING. OWNER/DEVELOPER SHALL PROVIDE 3-YR GUARANTEE PRIOR TO 5' SIDEWALK/5' GREENSPACE ON ONE SIDE. SOUTH-MOST AND WEST-MOST ROADS SHALL BE PUBLIC, WITH 30' R.O.W. & TO BACK-OF-CURB. There are no known Wetlands on this Site. ARKANSAS STATE PLANE, NORTH ZONE (NAD 83). Height than 8 feet than 8 feet than 8 feet than 8 feet than 8 feet than 8 feet 8 feet Planting Greater 8 feet Greater Greater Greater Greater Greater 8 feet Hazard Areas Inundated by 100-year Flood) as FlOOD INFORmATION: Bentonville, Arkansas 72712 Bentonville, Arkansas 72712 Phil Swope, P.E. O5007C0255K PROJECT SURVEyOR PROJECT ENGINEER determined from the F.I.R.M. maps of Benton County, 3511 SE J Street, Suite 9 Swope Engineering 3511 SE J Street, Suite 9 Swope Engineering This property does not lie in Zone ' 479.685.8399 office Terry Ging, P.S. 479.685.8399 office Arkansas, and Incorporated Areas, Map Number Existing Significant Trees Existing Significant Trees Existing Significant Trees Existing Significant Trees Existing Significant Trees Existing Significant Trees meters (3 per meter) Exterior (screening on east Surrounding electric Exterior (screening on east property) property) boundary along adjacent boundary along adjacent LOCATION ON-SITE - - - -

LANDSCAPING BEFORE REPLACING PLANNING COMMISSION. NOT BE REDUCED ONCE MAY REQUIREMENTS PLANTINGS IN EXCESS PLANNING COMMISSION REQUIRED BY EVERGREEN EQUIPMENT MUST BE ISSUANCE OF THE MAINTAINING AND MUST PROVIDE A MUST BE PLANTED ON CERTIFICATE OF COMPLETE, FOR GUARANTEE, STARTING OWNERSHIP. ONCE INSTALLATION IS OWNER/DEVELOPER OF MINIMUM 3-YEAR LANDSCAPING SCREENING PLANTS AS SCREENED FROM VIEW. THE THE FIRST PHASE. APPROVED BY ALL OF THE ALL HVAC AND OTHER , Effective Date June 5, 2012. Existing Significant Trees Tree symbol will vary in size for the A/AE ' (Special Flood

0 6" SS 6" Know what's Call GRAPHIC SCALE 1 inch = 30 feet

ROW 6" SS 6" before you dig.

30' ROW

below.

ROW

ROW

ROW

ROW

ROW

ROW ROW

6" SS 6" W 6"

6" W 6" 8" W 8"

60'

6" SS 6" W W S G STREET

ROW

X

X W 8"

X

X

X

X

X

6" SS 6"

X

6" SS 6"

ROW

X 6" SS 6"

6" SS 6"

X

6" SS 6"

6" SS 6" 6" SS X X

6" SS 6"

X

S SS 6" 6" SS 6"

6" SS 6"

6" SS 6"

6" SS 6"

6" SS 6" 6" SS

6" SS 6"

6" SS 6"

6" SS 6" W 8" ROW 20' BSL SS 6"

SSS S G ST.

W W

SSS

ROW

ELEC

UE X SSS S-10 20' BSL & UE ROW ROW ROW W 8" ROW ROW

ROW ROW SSS ROW ELEC ROW

ROW ROW

ROW ROW BSL-UE BSL-UE SSS

SSS BSL-UE ROW

S-10 SSS

SSS

8" W 8" SSS Shelter

SSS SSS ROW

UE Storm

20' BSL & UE & BSL 20'

DE

SSS X

SSS SSS

S-10 ELEC

SSS SSS SSS SSS ROW

BSL-UE W 8" SSS

ROW SSS

SSS SSS

SSS

SSS SSS

ELEC UE

UE S-10

SSS

SSS S UE

6" SS 6" UE

DE

6" SS 6"

UE UE SSS

X

6" SS 6"

ROW UE

ELEC SSS

6" SS 6"

SSS ELEC STRAWBERRY LANE STRAWBERRY

ROW W 8"

6" SS 6"

SSS ELEC SYSTEMS OR WELLS ARE Mailbox 6" SS 6"

SSS ELEC

S SSS ELEC SSS

PRESENT ON THIS SITE. SSS

SSS UE ELEC

SSS Drive) (Private 20' BSL (TYP) BSL 20' UE ELEC SSS SSS

NO EXISTING SEPTIC UE AE

UE SSS ROW S-10 SSS UE SSS SSS SSS

SSS UE SSS

SSS SSS

AE

SSS ROW

SSS

SSS

SSS SSS SSS

SSS

DE 8" W 8" ELEC SSS

SSS

SSS ROW

UE SSS

S-10

BSL-UE ROW

SSS SSS AE

ELEC

SSS

SSS 8" W 8" X

ROW SSS SSS

S-10

ROW

SSS

BSL-UE DE

BSL-UE

BSL-UE SSS 8" W 8" UE

AE BSL-UE ROW

WM S-10 AE SSS ROW

AE i

8" W 8" AE AE

8" W 8" AE AE AE W 8" SSS

AE AE ELEC

W AE AE ELEC SSS M AE

AE SSS ROW BSL-UE

S-10 SSS i S H ST. 8" W 8"

ROW (Private Drive) AE UE

AE UE

SSS

AE

8" W 8"

AE

8" W 8"

S-10 AE

8" W 8"

S-10

AE

8" W 8" UE

S-10

AE

8" W 8"

S-10

X 8" W 8"

S-10

8" W 8"

SSS S-10

8" W 8"

8" W 8" 8" W 8" S-10

8" W 8"

S-10

8" W 8"

8" W 8" ROW

8" W 8" AE

8" W 8"

8" W 8"

SSS AE

BSL-UE UE

ROW AE BSL-UE

ELEC UE ELEC DE UE

S-10

SSS

SSS

SSS

8" W 8" UE

S

ROW UE

ROW SSS

S-10 Shelter Storm

SSS DE

SSS

8" W 8"

AE

BSL-UE ROW ELEC

SSS 6" SS 6"

AE

Shelter Storm SSS

SSS SSS 20' BSL (TYP)

SSS ROW

X

ELEC SSS

S-10 SSS

SSS UE

SSS SSS

S

SSS SSS

UE

8" W 8"

UE 6" SS SSS 6" SS UE SSS

6" SS 6" SS SSS

AE

6" SS S SSS (Private Drive) (Private

E LINDEN ST. LINDEN E ROW

S-10

DE 6" SS SSS

SSS Apple Way Apple

AE

UE SSS

SSS

ELEC

SSS 6" SS 6"

S-10

SSS

ELEC 20' BSL & UE & BSL 20'

SSS

BSL-UE Site Information:

SSS

UE AE street trees along Monte Ne Road) Onsite Tree Requirement: (232,682.6 SF/1 tree per 2,000 SF) Street Trees: (307 ft frontage / 30 spacing between Significant Trees Remaining: Significant Trees Removed: trees removed) Total

Mitigation Trees: (Trees Removed/1 tree per every 5 Additional trees needed to meet requirements: Total Significant Trees Onsite: UE

SSS

DE UE

SSS 20' BSL (TYP) BSL 20' (TYP.)

AE

BSL-UE 20' BSL (TYP) BSL 20'

30' 8" W 8"

SSS

ROW

SSS

S-10 X

SSS

SSS

DE ELEC

SSS AE

SSS

8" W 8" DE

S-10 ROW

AE SSS SSS

SSS 6" SS 6"

SSS UE

BSL-UE UE

SSS

SSS

X 8" W 8"

S-10

SSS

ROW

SSS

UE ELEC ELEC

DE

SSS SSS DE

8" W 8" 20' BSL (TYP)

ROW Total Area - 5.34 acres (232,682.6 sq.ft.) DE

S-12

Tree Planting DE

X

6" SS 6" 232,682.6 x .20 = 46,536.52‬ sq. ft. DE

GREENSPACE REQUIREMENT:

GREENSPACE PROVIDED DE

S-8

UE

8" W 8"

UE 20% of lot area

ROW ELEC S-12 DE SITE AREA:

BSL-UE

S-8

72.8% DE

ELEC

SSS

X SSS

8" W 8" S-8

UE UE

ROW S-12

SSS

DE

S-8 S-8

6" SS 6" S-8 20' BSL & UE & BSL 20' Required

SSS

CITY APPROVAL STAMP

UE S-12 UE

SSS 117 113 143

10 30 22

66

SSS SSS -

SSS

S-8 ROW

ELEC

8" W 8" S-12

S

20' BSL & UE SSS SSS

S-8 UE AE

6" SS SSS SSS

OHE AE

S-8 ROW Provided

8" W 8"

OHE S-12 SSS SSS OHE 12" W 6" SS OHE 142 12" W SSS SSS 22

OHE 80 10 30 BSL-UE 12" W - - - OHE SSS SSS SSS SSS SSS SSS

12" W SSS SSS ELEC

AE S-12

SSS

12" W AE (Private Drive) (Private

12" W SSS Peach Street Peach

12" W BSL-UE

12" W SSS

12" W S-12

12" W SSS

12" W GAS AE

12" W AE

PL202000287

12" W TELE GAS GAS

TELE

S-12 ELEC

12" W GAS TELE GAS

GAS TELE 20' BSL & UE GAS 12" W GAS TELE TELE

GAS TELE GAS GAS 12" W TELE GAS

TELE GAS

12" W GAS TELE

GAS AE

OHE TELE

12" W GAS TELE ℄

℄ S-12

GAS TELE AE GAS 12" W OHE GAS TELE

TELE OHE GAS

12" W GAS

TELE GAS OHE GAS TELE 12" W TELE GAS TELE

TELE 12" W OHE GAS

TELE

GAS

TELE GAS

OHE

12" W GAS TELE GAS ℄ ℄ TELE

GAS

12" W OHE GAS

GAS 12" W OHE GAS

GAS 12" W OHE

GAS 12" W OHE GAS

W

M 12" W OHE Monte Ne Road (Minor Arterial Road - 80' R.O.W.) 12" W STREET TREES 30' DISTANCE BETWEEN (TYP.) ShEET NUmbER: DRAwING NAmE: SUbmITTAl DATE: DRAwN by: 10/15/2020 19-135 - PR.DwG

C6.0 JEFF NO. DATE REVISION lANDSCAPING PlAN 1 06/09/2020 1ST SUbmITTAl COmmENTS 10/16/2020 SCAlE: JOb NUmbER: 2 07/10/2020 2ND SUbmITTAl COmmENTS mONTE NE TINy hOmES SWOPE ENGINEERING 3 09/16/2020 3RD SUbmITTAl COmmENTS lARGE SCAlE DEVElOPmENT 7 Halsted Circle Civil Engineering AS NOTED Suite #210 Construction Management 4 10/08/2020 1ST ADh SUbmITTAl COmmENTS D&C hOlDINGS, llC. 19-135 Rogers, Arkansas 72756 Municipal Engineering 479.685.8399 office Land Planning mONTE NE ROAD 479.250.4285 fax Land Surveying ROGERS, ARkANSAS