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Resolution FP – River Oaks –July 2017 BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA APPROVE FINAL PLAT – RIVER OAKS (Lots 81-192, Outlots K – N) WHEREAS, pursuant to Neb. Rev. Stat. § 23-104, the County has the power to do all acts in relation to the concerns of the County necessary to the exercise of its corporate powers; and, WHEREAS, pursuant to Neb. Rev. Stat. § 23-103, the powers of the County as a body are exercised by the County Board of Commissioners (County Board); and, WHEREAS, the County Board has the authority to adopt Subdivision Regulations, which shall have the force and effect of law pursuant to Neb. Rev. Stat.' 23-374; and, WHEREAS, said Subdivision Regulations require the County Board to approve applications for final plats; and WHEREAS, the applicant, River Oaks Development, LLC, applied for approval of a final plat for Lots 81-192, and Outlots K – N, on property generally located south of Harrison Street between 184 th Street and 186 th Street and legally described as follows, herein after “the Property”: A replat of Lot 28 and Outlots B, G, I, and J, River Oaks, a platted and recorded subdivision located in Sarpy County, Nebraska and a Part of Tax Lot 1 in the NW ¼ of the SE ¼ of Section 17, Township 14N, Range 11E of the 6 th P.M., Sarpy County, Nebraska WHEREAS, the Sarpy County Planning Department staff reviewed the application of the final plat of a subdivision to be known as River Oaks (Lots 81-192, Outlots K - N) for compliance with the Subdivision Regulations; and WHEREAS, the Planning Department staff made a recommendation of approval as noted in Exhibit A, attached hereto and incorporated by reference, which Exhibit A includes the Planning Department reports, the aerial map of the Property and a copy of the final plat of the subdivision to be known as River Oaks (Lots 81-192, Outlots K - N). NOW, THEREFORE, BE IT RESOLVED BY THE SARPY COUNTY BOARD OF COMMISSIONERS THAT this County Board makes the following findings of fact: I. A public hearing regarding the approval of the final plat was held on February 21, 2017 before the Sarpy County Planning Commission. The Planning Commission provided their recommendation to the County Board. II. A public hearing regarding the approval of the final plat was held by this County Board. III. Notice of each of the public hearings described above was published at ten (10) days prior to each respective public hearing, and the proof of publication has been filed in the Office of the Sarpy County Clerk.

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Page 1: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

Resolution FP – River Oaks –July 2017

BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA

APPROVE FINAL PLAT – RIVER OAKS (Lots 81-192, Outlots K – N)

WHEREAS, pursuant to Neb. Rev. Stat. § 23-104, the County has the power to do all acts in

relation to the concerns of the County necessary to the exercise of its corporate powers; and,

WHEREAS, pursuant to Neb. Rev. Stat. § 23-103, the powers of the County as a body are exercised by the County Board of Commissioners (County Board); and,

WHEREAS, the County Board has the authority to adopt Subdivision Regulations, which shall have the force and effect of law pursuant to Neb. Rev. Stat.' 23-374; and,

WHEREAS, said Subdivision Regulations require the County Board to approve applications

for final plats; and

WHEREAS, the applicant, River Oaks Development, LLC, applied for approval of a final plat for Lots 81-192, and Outlots K – N, on property generally located south of Harrison Street between 184th Street and 186th Street and legally described as follows, herein after “the Property”:

A replat of Lot 28 and Outlots B, G, I, and J, River Oaks, a platted and recorded subdivision located in Sarpy County, Nebraska and a Part of Tax Lot 1 in the NW ¼ of the SE ¼ of Section 17, Township 14N, Range 11E of the 6th P.M., Sarpy County, Nebraska WHEREAS, the Sarpy County Planning Department staff reviewed the application of the

final plat of a subdivision to be known as River Oaks (Lots 81-192, Outlots K - N) for compliance with the Subdivision Regulations; and

WHEREAS, the Planning Department staff made a recommendation of approval as noted in

Exhibit A, attached hereto and incorporated by reference, which Exhibit A includes the Planning Department reports, the aerial map of the Property and a copy of the final plat of the subdivision to be known as River Oaks (Lots 81-192, Outlots K - N).

NOW, THEREFORE, BE IT RESOLVED BY THE SARPY COUNTY BOARD OF COMMISSIONERS

THAT this County Board makes the following findings of fact:

I. A public hearing regarding the approval of the final plat was held on February 21, 2017 before the Sarpy County Planning Commission. The Planning Commission provided their recommendation to the County Board.

II. A public hearing regarding the approval of the final plat was held by this County Board. III. Notice of each of the public hearings described above was published at ten (10) days

prior to each respective public hearing, and the proof of publication has been filed in the Office of the Sarpy County Clerk.

Page 2: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

Resolution FP – River Oaks –July 2017

IV. The Planning Department staff recommends approval. V. The proposed final plat of a subdivision to be known as River Oaks (Lots 81-192, Outlots

K - N) is in conformity with the Zoning Regulations, the Subdivision Regulations, and the Sarpy County Comprehensive Plan.

BE IT FURTHER RESOLVED THAT the Final Plat of a subdivision to be known as River Oaks

(Lots 81-192, Outlots K - N) and as further described in the attached Exhibit A is hereby approved subject to the following condition:

1. All of the platted lots be located outside of the 3:1 + 50 ft. drainage buffer. The above Resolution was approved by a vote of the Sarpy County Board of Commissioners

at a public meeting duly held in accordance with applicable law on the ___ day of ________________, 2017. Attest SEAL ___________________________ _______________________________ Sarpy County Board Chairman County Clerk

Page 3: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

Sarpy County Board of Commissioners Exhibit “A”

Planning Department Report County Board Meeting Date: July 25, 2017

I. GENERAL INFORMATION

A. APPLICANT: River Oaks Development, LLC 12040 McDermott Plaza, Suite 200 La Vista, NE 68127

B. PROPERTY OWNERS: River Oaks Development, LLC 12040 McDermott Plaza, Suite 200 La Vista, NE 68127

C. SUBJECT PROPERTY LOCATION: Subject property is approximately located at 184th and Harrison Streets on the south side.

D. LEGAL DESCRIPTIONS:

REVISED PRELIMINARY PLAT - revised preliminary plat of a subdivision known as River Oaks, Lots 81-291 and Outlots K-R inclusive, at tract of land located in the W ½ of the NE ¼ and the NW ¼ of the SE ¼ of Section 17, Township 14N, Range 11E of the 6th P.M., Sarpy County, Nebraska. FINAL PLAT - final plat of a subdivision known as River Oaks (Phase 2), Lots 81-192

and Outlots K, L, M and N inclusive, being a replat of Lot 28 and Outlots B, G, I, and J, River Oaks, a platted and recorded subdivision located in Sarpy County, Nebraska and a Part of Tax Lot 1 in the NW ¼ of the SE ¼ of Section 17, Township 14N, Range 11E of the 6th P.M., Sarpy County, Nebraska.

E. SUBJECT PROPERTY SIZE: a. REVISED PRELIMINARY PLAT – approximately 77 acres b. FINAL PLAT - approximately 41.3 acres.

F. EXISTING FUTURE LAND USE AND ZONING DESIGNATIONS: Future Land Use Designations: Urban Residential Zoning: RD-50 PD (Two-family Residential – Planned Development)

G. REQUESTED ACTION(S): To approve a Revised Preliminary Plat of the River Oaks Subdivision and a Final Plat of Phase 2 of a subdivision known as River Oaks, Lots 81-192 and Outlots K, L, M, and N inclusive.

Subject Type By

Revised Preliminary Plat of the River Oaks Subdivision and Final Plat of River Oaks, Lots 81-192 and Outlots K-N, located at 184th Street, south of Harrison.

Public Hearings

and Resolutions

Donna Lynam, CFM Assistant Director,

Planning & Building

Page 4: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

II. BACKGROUND INFORMATION

A. EXISTING CONDITION OF SITE: Undeveloped; graded for future residential development

B. GENERAL VICINITY – FUTURE LAND USE (FLU) AND CURRENT ZONING (CZ)

DIRECTION FROM

SUBJECT PROPERTY

FUTURE LAND USE

DESIGNATION (reference attached map)

CURRENT ZONING

DESIGNATION (reference attached map)

SURROUNDING DEVELOPMENT

NORTH Urban Residential RD-50/PD River Oaks (Phase I) & Sunridge West single-family residential subdivisions

SOUTH Urban Residential RS-72 Garden Oaks single-family residential subdivision – under development

EAST Urban Residential RD-50 & RS-72 Sunridge & Garden Oaks single-family residential subdivisions

WEST Urban Residential RD-50 & RS-72 Sugar Creek Addition & Whitetail Creek single-family residential subdivisions

RD-50 = Two-family residential (5,000 sq. ft. minimum lot size) RS-72 = Single-family residential (7,200 sq. ft. minimum lot size) PD = Planned District Overlay (allows for a decrease in setback requirements of some lots) C. RELEVANT CASE INFORMATION: A Change of Zone application from AG (agricultural) to RD-50 PD (Two family

residential Planned Development) was approved in 2015 to become effective with the filing of the applicable Final Plat. The original Preliminary Plat, approved in 2015, had three phases with a total of 283

single-family residential lots and 20 outlots set aside for creek channels, drainage stormwater management areas and to provide trail amenities. The Final Plat for Phase 1 of the development, consisting of 80 single family

residential lots and 10 outlots, was approved by Resolution 2051-351. The approved Subdivision Agreement for Phase 1 required that the Emiline Street

creek crossing be constructed with Phase 2 of the development. Proposed access points to the subdivision are as follows:

- 184th Street (existing access into River Oaks Phase 1 and Sunridge West to the north)

- 184th and Black Walnut Streets (connections into Garden Oaks to the east) - Briar and Willow Streets (connections into Whitetail Creek to the west) - S. 184th Terrace, S. 184th Avenue, and S. 184th Street (connections into Garden

Oaks to the south) Development will be served with utilities as follows: water by MUD, natural gas by

Black Hills Energy, sanitary sewer by City of Gretna, and electrical power by OPPD.

D. APPLICABLE REGULATIONS: Sarpy County Comprehensive Development Plan Sarpy County Zoning Regulations

Section 16, RD-50 Two-family Residential District Section 28, PD Planned Development District

Sarpy County Subdivision Regulations

Page 5: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

III. ANALYSIS / STAFF COMMENTS

A. COMPREHENSIVE PLAN: The Comprehensive Plan designates the area as Urban Residential. The proposed development is consistent with the Comprehensive Plan.

B. OTHER AGENCY REVIEW/COMMENTS: The applications were sent to various jurisdictional agencies and departments within Sarpy County that may have an interest. Comments received are attached for your review. Should any additional comments be received, they will be provided to you at the public hearing.

C. GENERAL COMMENTS:

Revised Preliminary Plat - The Revised Preliminary Plat includes Phases 2 and 3 of the overall development

and proposes 211 single-family residential lots and 8 outlots to be utilized for drainage and storm water management areas, buffer, and green space/creek channel.

- This revision reconfigures the street connection crossing the creek within the development area. The original Preliminary Plat showed S. 184th Street crossing the creek in a north-south alignment and tying into Willow Street on the south. The Revised Preliminary Plat now shows the creek crossing along Lillian Street running east-west and connecting S. 184th Street to S. 184th Avenue.

- The Lillian Street creek crossing was originally planned to be constructed during Phase 3 of the development and the Emiline Street creek crossing was to be completed with Phase 2. The applicant has proposed to swap the timing of the construction of the two creek crossings with Lillian Street being constructed prior to Phase 3 and Emiline Street being completed no later than 2022.

- Applicant has worked the Sarpy County Attorney’s office to amend the language in the Subdivision Agreements to reflect these changes. They have also committed to add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022.

Final Plat (Phase 2) - The Final Plat of Phase 2 has 112 single-family lots with access via Whitetail Creek

and Garden Oaks Subdivisions. - The Lillian Street creek crossing will provide additional access points and the

applicant has stated it will be constructed by the end of 2018 or prior to Phase 3. If not completed by end of 2018, applicant understands that no further building permits will be issued until crossing is completed.

- The developer is requesting a reduction in the rear yard setback requirement on Lots 88 and 89 to a minimum of fifteen (15) feet due to their limited depth and adjacency to the creek. This is allowable under the PD (Planned District) Zoning Overlay which was approved for this project previously. The minimum setback requirement of fifteen (15) feet needs to be noted on the exhibit provided, however.

- Applicant must upload the Post Construction Stormwater Management Plan to the Omaha Permix Website for review and approval.

- A copy of the approved Wastewater Sewer Agreement with the City of Gretna has been submitted to Sarpy County.

- The Subdivision Agreement has been finalized and has been submitted to the County board for consideration.

Page 6: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

IV. PLANNING COMMISSION RECOMMENDATION: The Planning Commission held public hearings on these applications at their February 21, 2017 meeting and recommended APPROVAL to the County Board.

Amended Motion: Sotak moved, seconded by Lichter, to recommend APPROVAL of the proposed Revised Preliminary Plat of a subdivision to be known as River Oaks Lots 81 through 291 and Outlots K through R inclusive subject to, 1) the comments contained in the Planning Department’s Recommendation Report, and 2) all of the platted lots be located outside of the 3:1 plus 50 ft. drainage buffer. This recommendation is being made as the Revised Preliminary Plat meets the requirements of the Sarpy County Comprehensive Development Plan, Zoning Regulations, and Subdivision Regulations. Ballot: Ayes – Torczon, Sotak, Davis, George, Whitfield, Ackley, Huddleston, Giff, Korth, Malmquist and Lichter. Nays: None. Abstain: None. Motion carried.

Motion: Sotak moved, seconded by Lichter, to recommend APPROVAL of the proposed Final Plat of Lots 81 through 192 and Outlots K, L, M and N inclusive (Phase 2) of the subdivision known as River Oaks subject to, 1) the comments contained in the Planning Department’s Recommendation Report and 2) all of the platted lots be located outside of the 3:1 plus 50 ft. drainage buffer. This recommendation is being made as the Final Plat meets requirements of the Sarpy County Comprehensive Development Plan, Zoning Regulations, and Subdivision Regulations. Ballot: Ayes – Torczon, Sotak, Davis, George, Whitfield, Ackley, Huddleston, Giff, Korth, Malmquist and Lichter. Nays: None. Abstain: None. Motion carried.

V. STAFF RECOMMENDATIONS:

Staff recommends APPROVAL of the proposed Revised Preliminary Plat of a subdivision to be known as River Oaks Lots 81 through 291 and Outlots K through R inclusive subject to, 1) the comments contained in the Planning Department’s Recommendation Report, and 2) all of the platted lots be located outside of the 3:1 plus 50 ft. drainage buffer. This recommendation is being made as the Revised Preliminary Plat meets the requirements of the Sarpy County Comprehensive Development Plan, Zoning Regulations, and Subdivision

Staff recommends APPROVAL of the proposed Final Plat of Lots 81 through 192 and Outlots K, L, M and N inclusive (Phase 2) of the subdivision known as River Oaks subject to, 1) the comments contained in the Planning Department’s Recommendation Report and 2) all of the platted lots be located outside of the 3:1 plus 50 ft. drainage buffer. This recommendation is being made as the Final Plat meets requirements of the Sarpy County Comprehensive Development Plan, Zoning Regulations, and Subdivision Regulations.

VI. ATTACHMENTS TO REPORT:

1. Application for Revised Preliminary Plat and plat exhibit 2. Application for Final Plat and plat exhibits 3. Letter to Engineer dated December 11, 2016. 4. Vicinity/Current Zoning Map 5. Current Future Land Use Map (FLU) (Development Structure Plan – Figure 5.1 of

Comprehensive Plan)

VII. COPIES OF REPORT SENT TO:

1. Peter Katt, River Oaks Development, LLC (applicant) 2. Kyle Graham, Olsson Associates (Applicant’s Agent) 3. Public Upon Request

Page 7: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

.~·t:.;·c;;•. SARPY COUNTY PLANNING & BUILDING DEPT. /s·· 1210 GOLDEN GATE DRIVE, #1240 : ~ · ~~ PAPILLION, NE 68046 ;_• ~ ®: PHONE: 402-593-1555 FAX: 402-593-1558 '•14>~~~: E-MAIL: PLANNING@SARPY .COM

... /J .R /\ ~. •• /')

......... J\ e:tlt:;~ PRELIMINARY PLAT APPLICATION

In order for your application to be considered COMPLETE. please answer all applicable questions and provide the following:

I

1. Completed Preliminary Plat Application 2. Non-Refundable fee of$ 2490 made payable to

Sarpy County 3. Two (2} full sized, folded plat drawings 4. One (1) reduced size site plan drawing (8.5 x 11) 5. One {1) electronic copy of the plat drawing in PDF form 6. One (1) electronic copy in autoCAO format as required by

the County GIS Section {for subdivisions of 20+ lots) 7. Please review Sections Sand 6 of the Sarpy County

SubdMslon Reg_ulatlons for a complete list of Prellminarv Plat process and submittal requirements.

APPLICATION FILING FEES- see Sarpy County Master fee I Schedule for the Planning and Building Department

APPLICANT INFORMATION:

PLANNING STAFF USE ONLY:

APPLICATION#: _;._r2...;;..._P_P __ t l_ - _c _:, _C _> ....... ....; ... __ _

DATE RECEIVED: ___ ;_2 _ _/_7_/ I_~------CP DESIGNATION: t.,/tt be:.n tf..::..,,,,, b u1 -../·i ....._ ( &4.~,f

/.:.7e..•k .. /.t<l>Ct::( .(','"'-<:_.

CURRENl'ZONING DESIGNATION: _.ce,_q.._G=...:-' ----

PROPOSED ZONING DESIGNATION: /2. 0 -5-t') /eo 7 '

APPLICATION FEE: $ f (:·· d • RECEIPT NO. ~ b?;. ~ jJ 2 / '-I c \ l 11 .... ~ s ~ I

RECEIVED BY: _ _ e_i'-11_·,_-c~_g_s __ ~--·-------NOTES: ____________ _

NAME: River Oaks Development, LLC E·MAIL: [email protected]

ADDREss: 12040 McDermott Plz Suite 200 ciTY;sTATE;ziP: La Vista, NE 68127

MAILING ADDRESS: ___________ CITY/STATE/ZIP: _______________ _

{IF DIFFERENT}

PHONE: 402-884-3202 FAX: __________________ _

PROPERTY OWNER INFORMATION: (If multiple owners1 please attach separate sheet)

NAME: River Oaks Development, LLC E-MAIL: [email protected]

ADDREss: 12040 McDermott Plz Suite 200 ciTY/sTATE/ziP: La Vista, NE 68127

MAILINGADDRESS: ___________ CITY/STATE/ZIP: _______________ _

{IF DIFFERENT}

PHONE: 402-884-3202 FAX: __________________ _

ENGINEERING/SURVEYING PROFESSIONAL'S INFORMATION:

NAME: Olsson Associates

ADDREss: 2111 S 67th St. Suite 200

E-MAIL: [email protected]

ciTY/STATe;ziP: Omaha, NE 68106

MAILINGADDRESS: ___________ CITY/STATE/ZIP: _______________ _

{IF DIFFERENT)

PHONE: 402-341-1116 FAX: __________________ _

Page 8: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

PROJECT DESCRIPTION: Describe the project in detail, including physical features of the site, proposed improvements, proposed uses or business, operating hours, number of employees, anticipated customers, etc. -Attach additional sheets if necessary. PLEASE NOTE: A detailed project description is essential to the reviewing process of this request.

This is the second phase of the River Oaks residential subdivision

PLAT INFORMATION: Complete each section in its entirety. If a question is not applicable to your project, please indicate this to show that each question has been carefully considered.

PLAT NAME: Revised Preliminary Plat Lots 81 thru 291 and Outlots K thru R Inclusive

, /.'[

ASSESSOR'S PARCEL NUMBER: 010430849' ADDITIONAL PARCEL NUMBERS 011588208, 011597585

011597639,011597644,011597646,01§..591'647,015597'648

01.::l-'i'"fl l.'f7 / 0:1.J_ 5"'j 7 ~ 'f''i I~ GENERAL LOCATION: 184th and Harrison (example 1891h & Giles Rd)

LEGAL DESCRIPTION: (Describe property to wit:) A tract of land located in the west half of the northeast quarter and the northwest

quarter of the southeast quarter of Section 17, Township 14 North, Range 11 East of the 6th PM, Sarpy County, Nebraska

SIZE OF PROPERTY: ____ .....:a=c""""re""'s CURRENT ZONING:_A_G _____ REQUESTED ZONING: RD-50 w/ PD

SOURCE OF UTILITY SERVICES: Water. MUD ~~~~~~~~~~~

Gas- MUD

Sewer_ Gretna

Electric - OPPD ~~~~~~~~~~~~~~-

ADDITIONAL INFORMATION; Please use this space to provide any other information you feel is appropriate for Sarpy County to consider during review of your application. Attach extra sheets if necessary.

PLEASE NOTE THE FOLLOWING PROCEDURES:

1. The Planning Department will review the application material along with other appropriate departments and/or agencies and provide a recommendation report to the Planning Commission and County Board.

2. The Planning Commission will hold a public hearing and make a recommendation to the County Board. 3. The County Board will hold a public hearing and make a final decision on the Preliminary Plat application. 4. All necessary agreements/drawings are to be recorded with the Sarpy County Register of Deeds, the cost of which

will be borne by the applicant or the property owner. S. If a Change of Zoning application is applied for concurrently with the Preliminary Plat, the conditional approval of the

plat also allows for conditional approval of the rezoning request; however, the rezoning does NOT become official until the Final Plat is approved and filed with the Register of Deeds office.

The applicant (or authorized agent) has prepared this application and certifies that the facts stated herein and exhibits attached here re true and correct.

Date

I, the undersigned, understand a sign will be posted on my property and will remain until the public hearing process at the Planning Commission and County Board is complete. I further understand the Preliminary Plat process as stated above and I authorize rpy County staff to enter the property for inspection related to the specific request during this process.

1~-7-~ Date

Property Owner Signature Date

Page 9: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE

210

257

256

254

253

252

222221220219218217216214213212211

12

42

60

61

13

14

15

1617

1819202122232425262781

83

234

56

8

11

1

57565554

5150

49

48

47

46

45

44

43

40

39

38

3635343332313029

70

8079787776

74

72

62

65

OL H

OL D

OL E

OL C 41

63

64

71

67

73

75

66

OL A

7

9

10

82

OL O

37

52

69

68

53

OL F

58

223227

225 224

215

232

233

234

235

230

OL Q

231

228

229

226

OL R

290

280

279

278

277

276

275

274

273

272

271270

269

268267

281

282

286

283

284

285

287

288

289

291

89

255

88

86

266

87

8485OL N

59

OL M

OL P

OL L

OL K

N2°22'28"W 3942.33'

N87°34'00"E 139.48'

S2°20'31"E 29.09'

L=926.73 '

R=574.52' S3°05'11"E 50.00'

N86°56'13"E189.87'

N3°03'49"W17.00'

N3°03'53"W44.99'N86°56'13"E75.00'

N86°56'06"E75.00'

S3°03'54"E44.99'

N86°56'13"E448.00'

CENTERLINE DATA TABLE CENTERLINE DATA TABLE CENTERLINE CURVE DATA TABLELOT AREA TABLE

156

130

210

150

151

152153

154

137

142141

140 121

122

123

124

128

109

245

244

243

118

117

116

115114

113112

111

177

184 185 187

264

248

196

201

203

199

198

197

258

259

260

261

262

263

257

256

254

253

252

251

249

208

222221220219218217216214213212211209205 207206204

168167165

161

12

42

13

14

15

1617

1819202122232425262781

83

234

56

8

11

54

5150

49

48

47

46

45

44

43

40

39

38

3635343332313029

70

79787776

74

72

OL H

OL D

OL E

OL C 41

7173

75

7

9

10

82

OL O

37

52

102103104

69

53

223227

225 224

215

180

100101

232

233

234

235

236

237

238

239

240

241

242

90

91

92

959697

230

OL Q

231

228

229

226

OL R

290

280

279

278

277

276

275

274

273

272

271270

269

268267

281

282

286

283

284

285

287

288

289

291

89

176172

164163162

179175

183181

200

194

188189

191

193

192

202

145

255

250

88

105

106

133

134

159 158

135

86

170

174178

171

169

166

173

160

136

155

149

147

138

144

143

157

139

146

148

107

132 131

110

120

129

108

119

125126

127

94

98

266

87

8485OL N

99

190

186

93

182

246

195

265

247

OL M

OL P

OL L

OL K

N2°22'28"W 3942.33'

S87

°35'

16"W

13

15.4

3'

S2°26'12"E 1058.23'

N87°34'00"E 139.48'

S2°20'31"E 29.09'

L=926.73'

R=574.52'

project no.:

approved by:checked by:drawn by:

drawing no.:

QA/QC by:

date:

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681

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RIVER OAKSLOTS 81 THRU 291 AND OUTLOTS K THRU R INCLUSIVE

REVISED PRELIMINARY PLATA TRACT OF LAND LOCATED IN THE WEST HALF OF THE NORTHEAST QUARTER AND

THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17,TOWNSHIP 14 NORTH, RANGE 11 EAST OF THE 6TH P.M., SARPY COUNTY, NEBRASKA

SUGAR

CREEK

ADDITION

SUGAR

CREEK

ADDITION

REPLAT 2

TAX LOTS 8 & 9PART OF

UNPLATTED

186TH STREET

EDNA STREET

LEGEND

VICINITY MAP

PHASE II

PHASE II

PHASE IIIPHASE III PHASE I

PHASE I

PHASE I

NOTESPROJECT

LOCATION

EXISTING ZONING PROPOSED ZONINGLOTS 84-283 AG RD-50

OUTLOTS K - P AG DR

SETBACKSFRONT YARD 25'

REAR YARD 25'

SIDE YARD 5'

STREET SIDE YARD 15'

OL P

SUNRIDGE

WEST

SUNRIDGESUNRIDGE

SUNRIDGE

HA

RR

ISO

N S

TRE

ET

AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
81
AutoCAD SHX Text
82
AutoCAD SHX Text
83
AutoCAD SHX Text
84
AutoCAD SHX Text
85
AutoCAD SHX Text
86
AutoCAD SHX Text
87
AutoCAD SHX Text
88
AutoCAD SHX Text
90
AutoCAD SHX Text
91
AutoCAD SHX Text
92
AutoCAD SHX Text
93
AutoCAD SHX Text
94
AutoCAD SHX Text
95
AutoCAD SHX Text
96
AutoCAD SHX Text
97
AutoCAD SHX Text
98
AutoCAD SHX Text
99
AutoCAD SHX Text
100
AutoCAD SHX Text
101
AutoCAD SHX Text
102
AutoCAD SHX Text
AREA
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.24 AC.
AutoCAD SHX Text
0.24 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.27 AC.
AutoCAD SHX Text
0.28 AC.
AutoCAD SHX Text
0.28 AC.
AutoCAD SHX Text
0.25 AC.
AutoCAD SHX Text
0.27 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.24 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.15 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
103
AutoCAD SHX Text
104
AutoCAD SHX Text
105
AutoCAD SHX Text
106
AutoCAD SHX Text
107
AutoCAD SHX Text
108
AutoCAD SHX Text
109
AutoCAD SHX Text
110
AutoCAD SHX Text
111
AutoCAD SHX Text
112
AutoCAD SHX Text
113
AutoCAD SHX Text
114
AutoCAD SHX Text
115
AutoCAD SHX Text
116
AutoCAD SHX Text
117
AutoCAD SHX Text
118
AutoCAD SHX Text
119
AutoCAD SHX Text
120
AutoCAD SHX Text
121
AutoCAD SHX Text
122
AutoCAD SHX Text
123
AutoCAD SHX Text
124
AutoCAD SHX Text
125
AutoCAD SHX Text
126
AutoCAD SHX Text
127
AutoCAD SHX Text
128
AutoCAD SHX Text
129
AutoCAD SHX Text
130
AutoCAD SHX Text
131
AutoCAD SHX Text
132
AutoCAD SHX Text
133
AutoCAD SHX Text
134
AutoCAD SHX Text
135
AutoCAD SHX Text
AREA
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
136
AutoCAD SHX Text
137
AutoCAD SHX Text
138
AutoCAD SHX Text
139
AutoCAD SHX Text
140
AutoCAD SHX Text
141
AutoCAD SHX Text
142
AutoCAD SHX Text
143
AutoCAD SHX Text
144
AutoCAD SHX Text
145
AutoCAD SHX Text
146
AutoCAD SHX Text
147
AutoCAD SHX Text
148
AutoCAD SHX Text
149
AutoCAD SHX Text
150
AutoCAD SHX Text
151
AutoCAD SHX Text
152
AutoCAD SHX Text
153
AutoCAD SHX Text
154
AutoCAD SHX Text
155
AutoCAD SHX Text
156
AutoCAD SHX Text
157
AutoCAD SHX Text
158
AutoCAD SHX Text
159
AutoCAD SHX Text
160
AutoCAD SHX Text
161
AutoCAD SHX Text
162
AutoCAD SHX Text
163
AutoCAD SHX Text
164
AutoCAD SHX Text
165
AutoCAD SHX Text
166
AutoCAD SHX Text
167
AutoCAD SHX Text
168
AutoCAD SHX Text
AREA
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.15 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.28 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.28 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.33 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
169
AutoCAD SHX Text
170
AutoCAD SHX Text
171
AutoCAD SHX Text
172
AutoCAD SHX Text
173
AutoCAD SHX Text
174
AutoCAD SHX Text
175
AutoCAD SHX Text
176
AutoCAD SHX Text
177
AutoCAD SHX Text
178
AutoCAD SHX Text
179
AutoCAD SHX Text
180
AutoCAD SHX Text
181
AutoCAD SHX Text
182
AutoCAD SHX Text
183
AutoCAD SHX Text
184
AutoCAD SHX Text
185
AutoCAD SHX Text
186
AutoCAD SHX Text
187
AutoCAD SHX Text
188
AutoCAD SHX Text
189
AutoCAD SHX Text
190
AutoCAD SHX Text
191
AutoCAD SHX Text
192
AutoCAD SHX Text
193
AutoCAD SHX Text
194
AutoCAD SHX Text
195
AutoCAD SHX Text
196
AutoCAD SHX Text
197
AutoCAD SHX Text
198
AutoCAD SHX Text
199
AutoCAD SHX Text
200
AutoCAD SHX Text
201
AutoCAD SHX Text
AREA
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.25 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.28 AC.
AutoCAD SHX Text
0.58 AC.
AutoCAD SHX Text
0.34 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.25 AC.
AutoCAD SHX Text
0.28 AC.
AutoCAD SHX Text
0.35 AC.
AutoCAD SHX Text
0.43 AC.
AutoCAD SHX Text
0.39 AC.
AutoCAD SHX Text
0.29 AC.
AutoCAD SHX Text
0.30 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.29 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
202
AutoCAD SHX Text
203
AutoCAD SHX Text
204
AutoCAD SHX Text
205
AutoCAD SHX Text
206
AutoCAD SHX Text
207
AutoCAD SHX Text
208
AutoCAD SHX Text
209
AutoCAD SHX Text
210
AutoCAD SHX Text
211
AutoCAD SHX Text
212
AutoCAD SHX Text
213
AutoCAD SHX Text
214
AutoCAD SHX Text
215
AutoCAD SHX Text
216
AutoCAD SHX Text
217
AutoCAD SHX Text
218
AutoCAD SHX Text
219
AutoCAD SHX Text
220
AutoCAD SHX Text
221
AutoCAD SHX Text
222
AutoCAD SHX Text
223
AutoCAD SHX Text
224
AutoCAD SHX Text
225
AutoCAD SHX Text
226
AutoCAD SHX Text
227
AutoCAD SHX Text
228
AutoCAD SHX Text
229
AutoCAD SHX Text
230
AutoCAD SHX Text
231
AutoCAD SHX Text
232
AutoCAD SHX Text
233
AutoCAD SHX Text
234
AutoCAD SHX Text
AREA
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.60 AC.
AutoCAD SHX Text
0.51 AC.
AutoCAD SHX Text
0.33 AC.
AutoCAD SHX Text
0.27 AC.
AutoCAD SHX Text
0.29 AC.
AutoCAD SHX Text
0.32 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.49 AC.
AutoCAD SHX Text
0.44 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
235
AutoCAD SHX Text
236
AutoCAD SHX Text
237
AutoCAD SHX Text
238
AutoCAD SHX Text
239
AutoCAD SHX Text
240
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
246
AutoCAD SHX Text
247
AutoCAD SHX Text
248
AutoCAD SHX Text
249
AutoCAD SHX Text
250
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
263
AutoCAD SHX Text
264
AutoCAD SHX Text
265
AutoCAD SHX Text
266
AutoCAD SHX Text
267
AutoCAD SHX Text
AREA
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.15 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.15 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
268
AutoCAD SHX Text
269
AutoCAD SHX Text
270
AutoCAD SHX Text
271
AutoCAD SHX Text
272
AutoCAD SHX Text
273
AutoCAD SHX Text
274
AutoCAD SHX Text
275
AutoCAD SHX Text
276
AutoCAD SHX Text
277
AutoCAD SHX Text
278
AutoCAD SHX Text
279
AutoCAD SHX Text
280
AutoCAD SHX Text
281
AutoCAD SHX Text
282
AutoCAD SHX Text
283
AutoCAD SHX Text
284
AutoCAD SHX Text
285
AutoCAD SHX Text
286
AutoCAD SHX Text
287
AutoCAD SHX Text
288
AutoCAD SHX Text
289
AutoCAD SHX Text
290
AutoCAD SHX Text
291
AutoCAD SHX Text
AREA
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.14 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.23 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.22 AC.
AutoCAD SHX Text
0.26 AC.
AutoCAD SHX Text
0.35 AC.
AutoCAD SHX Text
0.41 AC.
AutoCAD SHX Text
0.28 AC.
AutoCAD SHX Text
0.18 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.21 AC.
AutoCAD SHX Text
0.20 AC.
AutoCAD SHX Text
0.16 AC.
AutoCAD SHX Text
0.17 AC.
AutoCAD SHX Text
0.19 AC.
AutoCAD SHX Text
0.31 AC.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
L2
AutoCAD SHX Text
L3
AutoCAD SHX Text
L9
AutoCAD SHX Text
L10
AutoCAD SHX Text
L11
AutoCAD SHX Text
L12
AutoCAD SHX Text
L13
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
129.55'
AutoCAD SHX Text
14.19'
AutoCAD SHX Text
156.06'
AutoCAD SHX Text
372.46'
AutoCAD SHX Text
378.19'
AutoCAD SHX Text
85.41'
AutoCAD SHX Text
85.40'
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
S37°57'18"E
AutoCAD SHX Text
N87°36'55"E
AutoCAD SHX Text
N87°25'48"E
AutoCAD SHX Text
S02°26'50"E
AutoCAD SHX Text
S44°19'03"E
AutoCAD SHX Text
N87°37'32"E
AutoCAD SHX Text
N87°37'32"E
AutoCAD SHX Text
NO.
AutoCAD SHX Text
L14
AutoCAD SHX Text
L15
AutoCAD SHX Text
L16
AutoCAD SHX Text
L17
AutoCAD SHX Text
L18
AutoCAD SHX Text
L19
AutoCAD SHX Text
L20
AutoCAD SHX Text
L21
AutoCAD SHX Text
L22
AutoCAD SHX Text
L23
AutoCAD SHX Text
L24
AutoCAD SHX Text
L25
AutoCAD SHX Text
L26
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
392.10'
AutoCAD SHX Text
379.50'
AutoCAD SHX Text
375.23'
AutoCAD SHX Text
107.78'
AutoCAD SHX Text
24.58'
AutoCAD SHX Text
274.78'
AutoCAD SHX Text
719.13'
AutoCAD SHX Text
600.78'
AutoCAD SHX Text
65.00'
AutoCAD SHX Text
995.12'
AutoCAD SHX Text
155.10'
AutoCAD SHX Text
144.38'
AutoCAD SHX Text
275.00'
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
S44°02'05"E
AutoCAD SHX Text
S02°27'20"E
AutoCAD SHX Text
S02°27'07"E
AutoCAD SHX Text
S44°14'06"E
AutoCAD SHX Text
S87°45'39"W
AutoCAD SHX Text
S02°36'23"E
AutoCAD SHX Text
S45°45'54"W
AutoCAD SHX Text
N87°35'16"E
AutoCAD SHX Text
S87°37'32"W
AutoCAD SHX Text
S02°22'28"E
AutoCAD SHX Text
S44°06'39"W
AutoCAD SHX Text
S26°17'41"W
AutoCAD SHX Text
S44°14'32"E
AutoCAD SHX Text
L27
AutoCAD SHX Text
L28
AutoCAD SHX Text
L29
AutoCAD SHX Text
30.04'
AutoCAD SHX Text
377.38'
AutoCAD SHX Text
51.94'
AutoCAD SHX Text
S15°54'32"W
AutoCAD SHX Text
N88°05'09"W
AutoCAD SHX Text
N74°15'41"E
AutoCAD SHX Text
NO.
AutoCAD SHX Text
C7
AutoCAD SHX Text
C8
AutoCAD SHX Text
C9
AutoCAD SHX Text
C11
AutoCAD SHX Text
C12
AutoCAD SHX Text
C13
AutoCAD SHX Text
C14
AutoCAD SHX Text
C15
AutoCAD SHX Text
C16
AutoCAD SHX Text
C17
AutoCAD SHX Text
C18
AutoCAD SHX Text
C19
AutoCAD SHX Text
C20
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
479.96'
AutoCAD SHX Text
100.09'
AutoCAD SHX Text
100.09'
AutoCAD SHX Text
1114.71'
AutoCAD SHX Text
500.00'
AutoCAD SHX Text
200.00'
AutoCAD SHX Text
789.84'
AutoCAD SHX Text
500.00'
AutoCAD SHX Text
150.19'
AutoCAD SHX Text
301.19'
AutoCAD SHX Text
100.00'
AutoCAD SHX Text
400.00'
AutoCAD SHX Text
575.00'
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
273.81'
AutoCAD SHX Text
96.42'
AutoCAD SHX Text
95.30'
AutoCAD SHX Text
814.61'
AutoCAD SHX Text
419.37'
AutoCAD SHX Text
168.74'
AutoCAD SHX Text
573.18'
AutoCAD SHX Text
364.63'
AutoCAD SHX Text
236.26'
AutoCAD SHX Text
253.48'
AutoCAD SHX Text
157.08'
AutoCAD SHX Text
324.53'
AutoCAD SHX Text
707.88'
AutoCAD SHX Text
CHORD
AutoCAD SHX Text
270.11'
AutoCAD SHX Text
92.73'
AutoCAD SHX Text
91.74'
AutoCAD SHX Text
796.60'
AutoCAD SHX Text
407.19'
AutoCAD SHX Text
163.78'
AutoCAD SHX Text
560.69'
AutoCAD SHX Text
356.60'
AutoCAD SHX Text
212.64'
AutoCAD SHX Text
246.06'
AutoCAD SHX Text
141.42'
AutoCAD SHX Text
315.70'
AutoCAD SHX Text
664.02'
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
S00°44'29"W
AutoCAD SHX Text
S10°21'31"E
AutoCAD SHX Text
S65°13'54"E
AutoCAD SHX Text
S23°22'57"E
AutoCAD SHX Text
S68°20'45"E
AutoCAD SHX Text
S68°12'16"E
AutoCAD SHX Text
S23°14'42"E
AutoCAD SHX Text
S23°20'36"E
AutoCAD SHX Text
S42°25'50"W
AutoCAD SHX Text
S21°34'46"W
AutoCAD SHX Text
S42°37'32"W
AutoCAD SHX Text
S20°52'06"W
AutoCAD SHX Text
S08°58'26"E
AutoCAD SHX Text
C21
AutoCAD SHX Text
C22
AutoCAD SHX Text
C23
AutoCAD SHX Text
575.00'
AutoCAD SHX Text
400.49'
AutoCAD SHX Text
300.34'
AutoCAD SHX Text
707.88'
AutoCAD SHX Text
208.64'
AutoCAD SHX Text
92.53'
AutoCAD SHX Text
664.02'
AutoCAD SHX Text
206.29'
AutoCAD SHX Text
92.17'
AutoCAD SHX Text
S08°58'26"E
AutoCAD SHX Text
N59°10'00"W
AutoCAD SHX Text
N83°05'16"E
AutoCAD SHX Text
LOT NO.
AutoCAD SHX Text
OUTLOT K
AutoCAD SHX Text
OUTLOT L
AutoCAD SHX Text
OUTLOT N
AutoCAD SHX Text
OUTLOT O
AutoCAD SHX Text
OUTLOT Q
AutoCAD SHX Text
OUTLOT R
AutoCAD SHX Text
AREA
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5.60 AC.
AutoCAD SHX Text
0.94 AC.
AutoCAD SHX Text
0.60 AC.
AutoCAD SHX Text
3.35 AC.
AutoCAD SHX Text
1.95 AC.
AutoCAD SHX Text
1.23 AC.
AutoCAD SHX Text
OUTLOT M
AutoCAD SHX Text
2.78 AC.
AutoCAD SHX Text
OUTLOT P
AutoCAD SHX Text
1.92 AC.
AutoCAD SHX Text
OWNER/DEVELOPER RIVER OAKS DEVELOPMENT, LLC 12040 MCDERMOTT PLAZA SUITE 200 LA VISTA, NE 68127 CONTACT: PETER KATT
AutoCAD SHX Text
ENGINEER OLSSON ASSOCIATES 2111 S. 67TH STREET SUITE 200 OMAHA, NE 68106 CONTACT: ERIC GALLEY
AutoCAD SHX Text
SURVEYOR OLSSON ASSOCIATES 2111 S. 67TH STREET SUITE 200 OMAHA, NE 68106 CONTACT: TERRY ROTHANZL
AutoCAD SHX Text
100'
AutoCAD SHX Text
0'
AutoCAD SHX Text
200'
AutoCAD SHX Text
50'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
PROPOSED BOUNDARY
AutoCAD SHX Text
EXISTING PROPERTY LINE
AutoCAD SHX Text
EXISTING EASEMENT LINE
AutoCAD SHX Text
EXISTING CHANNEL CENTERLINE
AutoCAD SHX Text
EXISTING 3:1+20' DRAINAGE BUFFER
AutoCAD SHX Text
PROPOSED ROADWAY CENTERLINE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
HARRISON STREET
AutoCAD SHX Text
GILES STREET
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180TH STREET
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R.O.W. DEDICATION
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EXISTING SANITARY SEWER EASEMENT
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PROPOSED EASEMENT LINE
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WILLOW STREET
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185TH CIRCLE
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OLIVE CIRCLE
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S 185TH STREET
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REDWOOD STREET
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BRIAR STREET
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1. ALL BOUNDARY INFORMATION HAS BEEN GATHERED FROM M.A.P.A. ALL BOUNDARY INFORMATION HAS BEEN GATHERED FROM M.A.P.A. AND AVAILABLE G.I.S. INFORMATION. 2. NO DIRECT ACCESS SHALL BE PERMITTED ONTO LILLIAN STREET NO DIRECT ACCESS SHALL BE PERMITTED ONTO LILLIAN STREET FROM LOTS 86, 87, 266, AND OUTLOT O. 3. NO DIRECT ACCESS SHALL BE PERMITTED ONTO WILLOW STREET NO DIRECT ACCESS SHALL BE PERMITTED ONTO WILLOW STREET FROM LOTS 190, 191, AND 192.
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192ND STREET
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3:1+20' DRAINAGE BUFFER
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3:1+20' DRAINAGE BUFFER
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BLACKWALNUT STREET
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S 185TH STREET
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WILLOW STREET
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LILLIAN STREET
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EMILINE STREET
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183RD STREET
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183RD STREET
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183RD AVENUE
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183RD TERRACE
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EMILINE STREET
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184TH STREET
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JOSEPHINE STREET
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EMILINE STREET
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186TH AVENUE
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GERTRUDE STREET
Page 10: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

SARPY COUNTY PLANNING & BUILDING DEPT. 1210 GOLDEN GATE DRIVE, #1240

PAPILLION, NE 68046 PHONE: 402-593-1555 FAX: 402-593-1558

E-MAJL: PLANNING@SARPY .COM

FINAL PLAT APPLICATION

PLANNING STAFF USE ONLY: In order for your application to be considered COMPLETE, please answer all applicable questions and provide the following:

c- n I 7 - 6 C»3 APPLICATION#: _..._t:_~,___.._ ___ --"----

I

1. Submit complete Final Plat Application

2. Submit Non-Refundable Fee of$ 1660 made payable to Sarpy County

3. Two (2) full sized, folded plat drawings 4. One {1) reduced size site plan drawing (8.5 x 11)

5. One {1) electronic copy of the plat drawing in PDF form 6. One (1) electronic copy in autoCAO format as required by

the County GIS Section (for subdivisions of 20+ lots) 7. Please review Sections 7 and 8 of the Sarpy County

Subdivision Regylatlons for a complete list of Final Plat

process and submittal requirements.

APPLICATION FILING FEES-see Sarpy County Master Fee I Schedule for the Planning and Building Department

APPLICANT INFORMATION:

DATE RECEIVED: ___ I 1_h_/_i(f_"' -----i I 1"'/ ~ "' ' I CPDESIGNATION: v f n1~~ ,-,,-, / (-r ~ , ,L,. ,,,.., , , ,

f"4 , •k js t:.- h c.'5 1 5 ; ..,..,, , CURRENT ZONING DESIGNATION: _..../j_/ .___..·cQ-="------

PROPOSED ZONING DESIGNATION: /G 0 - SC. / ;-' IJ

APPLICATION FEE:$ 5 - c:: ci

I' l.1 v Io

I RECEIPT NO. c:;),5- 3 lo('

:I,{ :;:::{ ..$ - ~ 9

RECEIVED BY• RJ....ll 9J:/i,_,-NOTES: ____________ _

NAME: River Oaks Development, LLC E-MAIL: [email protected]

ADDREss: 12040 McDermott Plz Suite 200 ciTY/sTATE/ziP: La Vista, NE 68127

MAIUNGADDRESS: ___________ CITY/STATE/Z.IP: _______________ _

(IF DIFFERENT}

PHONE: 402-884-3202 FAX: __________________ _

PROPERTY OWNER INFORMATION: (If multiple owners, please attach separate sheet)

NAME: River Oaks Development, LLC E-MAIL: [email protected]

AooRess: 12040 McDermott Plz Suite 200 ciTY/sTATE/ziP: La Vista, NE 68127

MAILING ADDRESS: ___________ CITY/STATE/ZIP: _______________ _

(IF DIFFERENT)

PHONE: 402-884-3202 FAX: __________________ _

ENGINEERING/SURVEYING PROFESSIONAL'S INFORMATION:

NAME: Olsson Associates

ADDREss: 2111 S 67th St. Suite .200

E-MAIL: [email protected]

c1Tv/sTATE/Z.IP: Omaha, NE 68106

MAILING ADDRESS:----------- CITY/STATE/ZIP: _______________ _ (IF DIFFERENT)

PHONE: 402-341-1116 FAX:~----------~-------

Page 11: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

PROJECT DESCRIPTION: Describe the project in detail, including physical features of the site, proposed improvements, proposed uses or business, operoting hours, number of employees, anticipated customers, etc. -Attach additional sheets if necessary. PLEASE NOTE: A detailed project description is essential to the reviewing process of this request.

This is the second phase of the River Oaks residential subdivision

PLAT INFORMATION: Complete each section in its entirety. If a question is not applicable to your project, please indicate this to show that each question has been carefully considered.

PLAT NAME: Final Plat River Oaks Lots 81 thru 192 and Outlets K thru N Inclusive

ASSESSOR'S PARCEL NUMBER: 010430849 ADDITIONAL PARCEL NUMBERS 011588208, 011597585 011597639,011597644,011597647,011597648

GENERAL lOCA TION: 184th and Harrison (example 1891~ & Giles Rd)

LEGAL DESCRIPTION: (Describe property to wit:) Replat of Lot 28 and Outlots B, G, I and J. River Oaks. a platted and recorded subdivision

located in Sarpy County, Nebraska and part of Tax Lot 1 in the NW 114 of the SE 1/4 of S 17, T 14 N, R 11 E of the 6th P.M .. Sarpy County, Nebraska

SIZE OF PROPERTY: acres CURRENT ZONING: AG REQUESTED ZONING: RD·50 W/ PD ~~~~~~~ -~~~~~~

SOURCE OF UTILITY SERVICES: Water - MUD ~~~~~~~~~~~

Gas- MUD

Sewer _ Gretna

Electric· OPPD ~~~~~~~~~~~~~~~

ADDITIONAL INFORMATION: Please use this space to provide any other information you feel is appropriate for Sarpy County to consider during review of your application. Attach extra sheets if necessary.

PLEASE NOTE THE FOLLOWING PROCEDURES:

1. The Planning Department will review the application material along with other appropriate departments and/or agencies and provide a recommendation report to the Planning Commission and County Board.

2. The Planning Commission will hold a public hearing and make a recommendation to the County Board. 3. The County Board will hold a public hearing and make a final decision on the Final Plat application. 4. All necessary agreements/drawings are to be recorded with the Sarpy County Register of Deeds, the cost of which

will be borne by the applicant or the property owner. 5. Upon approval of the Final Plat, a certification of approval by the Board shall be endorsed thereon by the County Clerk, and

eight (8) copies of the Final Plat shall be filed with the Register of Deeds office within 90 days. (3 mylar and S paper copies with signatures).

6. If a Change of Zoning application is applied for concurrently with the Preliminary Plat or Final Plat, the conditional approval of the plat also allows for conditional approval of the rezoning request, however, the rezoning does NOT become official until the Final Plat is approved and filed with the Register of Deeds office.

The applicant (or authorized agent) has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct.

~ ~ &'ll<)IJttd~ ~ -..l~2_-__ z_---==Z'-='--'Vf'---'~'-----Propertv Owner/A~ature Date

I, the undersigned, understand a sign will be posted on my property and will remain until the public hearing process of the Planning Commission and County Board is complete. I further understand the Final Plat process as stated above and I authorize Sarpy County staff to enter the property for inspection related to the specific request during this process.

~w,ei';l;C ~@--~~~-2oll~~~~~ Property Owner Signature Date

Property Owner Signature Date

Page 12: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

LOT 1920.30 AC.

LOT 1310.20 AC.

LOT 1800.58 AC.

LOT 1360.21 AC.

LOT 1340.19 AC.

LOT 980.22 AC.

LOT 1080.21 AC.

LOT 1590.19 AC.

LOT 900.25 AC.

LOT 910.26 AC.

LOT 920.27 AC.

LOT 930.28 AC.

LOT 940.25 AC.

LOT 950.27 AC.

LOT 960.26 AC.

LOT 970.24 AC.

LOT 990.22 AC.

LOT 1000.18 AC.

LOT 1010.15 AC.

LOT 1020.16 AC.

LOT 1040.19 AC.

LOT 1050.19 AC.

LOT 1030.20 AC.

LOT 1170.19 AC.

LOT 1160.16 AC.

LOT 1150.18 AC.

LOT 1140.20 AC.

LOT 1130.19 AC.

LOT 1120.19 AC.

LOT 1110.23 AC.

LOT 1100.19 AC.

LOT 1090.19 AC.

LOT 1190.21 AC.

LOT 1200.19 AC.

LOT 1210.20 AC.

LOT 1220.20 AC.

LOT 1240.20 AC.

LOT 1250.20 AC.

LOT 1260.20 AC.

LOT 1270.23 AC.

LOT 1280.22 AC.

LOT 1290.17 AC.

LOT 1300.19 AC.

LOT 1230.20 AC.

LOT 1060.19 AC.LOT 133

0.19 AC.

LOT 1320.21 AC.

LOT 1070.21 AC.

LOT 1810.34 AC.

LOT 1830.22 AC.

LOT 1840.22 AC.

LOT 1850.23 AC.

LOT 1860.25 AC.

LOT 1870.28 AC.

LOT 1880.35 AC.

LOT 1890.44 AC.

LOT 1900.38 AC.

LOT 1820.21 AC.

LOT 1910.29 AC.

LOT 1600.21 AC.

LOT 1610.28 AC.

LOT 1620.25 AC.

LOT 1630.21 AC.

LOT 1640.23 AC.

LOT 1650.28 AC.

LOT 1660.26 AC.

LOT 1670.32 AC.

LOT 1680.21 AC.

LOT 1690.22 AC.

LOT 1700.19 AC.

LOT 1710.21 AC.

LOT 1720.25 AC.

LOT 1740.23 AC.

LOT 1750.19 AC.

LOT 1760.22 AC.

LOT 1770.19 AC.

LOT 1780.26 AC.

LOT 1790.28 AC.

LOT 1730.24 AC.

LOT 1580.21 AC.

LOT 1350.21 AC.

LOT 1570.22 AC.

LOT 1560.17 AC.

LOT 1550.20 AC.

LOT 1540.20 AC.

LOT 1530.21 AC.

LOT 1520.20 AC.

LOT 1510.20 AC.

LOT 1500.20 AC.

LOT 1490.18 AC.

LOT 1480.21 AC.

LOT 1470.21 AC.

LOT 1460.20 AC.

LOT 1450.20 AC.

LOT 1440.18 AC.

LOT 1430.20 AC.

LOT 1420.20 AC.

LOT 1410.17 AC.

LOT 1400.17 AC.

LOT 1390.19 AC.

LOT 1380.14 AC.

LOT 1370.19 AC.

LOT 1180.19 AC.

202.20' (NR)

196.75' (NR)

268.97'

218.29'

175.55'

154.35'

150.00'

150.00'

150.00'

150.00'

150.04'

59.56'65.00'

65.00'67.00'

17.86'

43.8

4'60

.44'

60.4

3'

55.7

8'

53.8

8'

65.00

'

2.06'

67.00

'

25.33'

65.9

9'

67.36'53.37'

12.57'

108.96'105.84'

93.41'82.32'

67.00'65.00'

65.00'58.20'

126.29'50.00'

35.24'

24.66'

189.8

9'

6.80'

24.52'

191.49'

48.2

8 '35

.59'

24.47'

150.26'

190.96'

42.61'

349.61'

101.72'91.50'

55.00'65.00'

55.00'65.00'

48.18'43.97'

56.40'

73.12'

116.

68'

33.19

'

79.39

'

82.2

9'

65.00'55.00'

65.00'55.00'

17.68'

62.62'

66.78'7.34'

77.84'

66.14'

97.11'38. 55'

29.38'65.00'

55.00'50.00'

60.00'65.00'

50.11'

185.08'

185.08'

185.08'

185.08'

185.08'

185.08'

185.08'

184.12'

172.84'

156.79'

126.39'

125.0

0'

145.30'

150.93'

150.75'

150.60'

150.42'

156.85'

50.00'65.00'

60.00'50.00'

55.00'65.00'

52.97'61.55'

46.03'62.43'

17.6

8'

112.5

0'

112.5

0'

17.68'

62.50'

66.09'

7.46'

74.66'

68.91'

74.66'

74.66'

63.17'65.50'

71.40'44.60'

65.00'

62.50'

50.18'

62.08'

63.99'

62.08'

63.99'62. 08'

7.46'

47.54'

18.49'

60.00'64.48'

17.68' 112.50' 112.50' 17.67

'

62.58'

6.20'

75.00'65.00'

49.80'17.70'

42.19'54.99'

53.03'

62.66'

62.66'

57.90'

62.72'

62.80'

75.00'

77.06'60.00'

20.31'56.67'

20.33'

59.01'

76.84'70.44'

21.05'

56.04'

79.20'

69.48'

75.00'

125.0

0'

127.00'

122.97'

126.07'

123.60'

126.17'

123.62'

125.96'

124.98'

125.00'

125.00'125.00'

125.00'

125.40'

124.98'

123.82'

124.94'

125.31'

123.14'

125.0

0'

62.50'

55.86'

17.6

8'

65.05'

65.97'

64.07'

66.02'

64.07'

65.05'

72.82'72.81'

49.72'65.00'

57.48'

17.68' 112.50' 112.50' 17.67

'

62.58'65.00'

44.78'

22.29'

85.59'

71.68'

9.97'

7.46'

71.68'

71.68'

66.16'

60.65'

71.68'

70.19'

68.49'

63.60'

58.70'

53.81'

48.92'

58.70'

63.60'

65.55'48.69'

18.58' 121.22'

117.45'

17.23

'

50. 0 6'

12.39'

60.00'50.00'

55.51'67.00'

65.00'64.98'

65.02'62.48'

17.68'112.50'

112.50'

17.67

'

62.52'64.98'

125.00'

75.06'64.94'

125.00'

65.02'62.48'

17.68'112.50'

112.50'

17.67

'

62.52'64.98'

125.00' 125.00'

75.06'64.94'

128.99'

128.86'

128.71'

128.59'

128.49'

128.36'

143.03'

156.67'

174.45'

195.10'

215.64'

197.71'

176.98'

159.12'

144.90'

50.00'

125.00'

125.64'

122.88'

126.82'

127.01'

122.97'

126.32'

124.80'

125.00'

125.00'

125.00'

125.00'

125.07'

123.68'

125.26'

122.56'

125.68'

124.23'

124.77'

124.23'

125.00'

125.0

0'

79.02'

75.23'

71.54'

60.86'

6.90'

61.38'71.39'

75.08'75.52'

82.47'50.00'

75.16'60.00'

50.00'55.51'

67.00'65.00'

65.06'

129.13'125.00'

125.00'50.00'

50.00'

125.00'125.00'50.00'

70.06'65.00'

61.21'

8.21'75.58'

63.45'20.61'

74.85'

73.76'

16.06'

60.15'

56.87'

16.89'

45.15'

30.86'

74.86'

71.77'

75.00'

62.04'

63.32'

53.70'

58.60'

63.21'

63.46'

64.49'65.00'

75.00'

S87°39'38"W 1313.83'

S02°29'50"E

860.46'

S44°22'01"E 286.66'

N54°15'12"E 194.90'

C2

L7L6

L5

L4

N45°5

0'16"E

112

.50'

L3

N45°5

0'16"E

320

.33'

S44°09'44"E 173.88'

L2

L1

C1

N02°32'00"W

857.26'

S61°29'47"E 221.61'

9.94'

74.94'65.06'

74.94'65.06'

S02°32'00"E

470.01'

S02°29'50"E

480.73'

BOUNDARY LINE TABLE

BOUNDARY CURVE TABLE

CENTERLINE DATA TABLE

CENTERLINE CURVE DATA TABLE

RE

VIS

ION

S

NO

.R

EV

.D

ATE

RE

VIS

ION

S D

ES

CR

IPTI

ON

project no.:

approved by:checked by:drawn by:

drawing no.:

QA/QC by:

date:

SHEET

ww

w.o

lsso

nass

ocia

tes.

com

TEL

402

.341

.111

6FA

X 4

02.3

41.5

895

211

1 S

outh

67t

h S

treet

, Sui

te 2

00O

mah

a, N

E 6

8106

R

RIV

ER

OA

KS

(LO

TS 8

1 TH

RU

192

AN

D O

UTL

OTS

K, L

, M A

ND

N)

SA

RP

Y C

OU

NTY

2017

3

FIN

AL

PLA

T

DSHMB

TLRMB

015-0415

11.06.16

1 of

SO

UTH

185

TH S

TRE

ET

SOUTH 184TH TERRACE

SO

UTH

184

TH T

ER

RA

CE

WILLOW STREET

SOUTH 184TH AVENUE

SO

UTH

184

TH A

VE

NU

E

SO

UTH

184

TH S

TRE

ET

SOU

TH 184TH

STREET

BLACKWALNUTSTREET

BRIAR STREET

RIVER OAKSLOTS 81 THRU 192 AND OUTLOTS K, L, M AND N INCLUSIVE

BEING A REPLAT OF LOT 28 AND OUTLOTS B, G, I AND J, RIVER OAKS, A PLATTED AND RECORDED SUBDIVISIONLOCATED IN SARPY COUNTY, NEBRASKA AND A PART OF TAX LOT 1 IN THE NORTHWEST QUARTER OF THE SOUTHEAST

QUARTER OF SECTION 17, TOWNSHIP 14 NORTH, RANGE 11 EAST OF THE 6TH P.M., SARPY COUNTY NEBRASKA.

LEGEND

SURVEYOR'S CERTIFICATIONI, TERRY L. ROTHANZL, DO HEREBY CERTIFY THAT I HAVE MADE ABOUNDARY SURVEY OF THE SUBDIVISION HEREIN AND THAT PERMANENTMONUMENTS AS NOTED HEREON HAVE BEEN PLACED ON THE BOUNDARYOF THE PLAT AND AT ALL CORNERS, ANGLE POINTS, AND ENDS OF ALLCURVES ON THE BOUNDARY AND ON THE LOTS IN THE SUBDIVISION TO BEKNOWN AS RIVER OAKS (LOTS 81 THRU 192 AND OUTLOTS K, L, M AND N),LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OFSECTION 28, TOWNSHIP 16 NORTH, RANGE 11 EAST OF THE 6TH P.M., SARPYCOUNTY, NEBRASKA.

TERRY L. ROTHANZL DATENEBRASKA L.S. 607

NOTES:

1. ALL LOT LINES ARE RADIAL/PERPENDICULAR UNLESSOTHERWISE NOTED (NR).

2. ALL INTERIOR ANGLES ARE 90° UNLESS OTHERWISE NOTED.

3. ANGLES MEASURED ADJACENT TO CURVES ARE MEASUREDTO THE CHORD OF SAID CURVE.

4. ALL REQUIRED EASEMENTS TO BE RECORDED VIASEPARATE DOCUMENT. TAX LO

T 1

NORTHWEST Q

UARTER OF

THE SOUTHEAST Q

UARTER

TAX LOT 1

NORTHWEST Q

UARTER OF

THE SOUTHEAST Q

UARTER

NORTHEAST QUARTER O

F

THE SOUTHEAST Q

UARTER

SOUTH HALF OF THESOUTHEAST QUARTER

WH

ITE

TAIL

CR

EE

K

CONTINUED ON SHEET 2 OF 3

LEGAL DESCRIPTIONTRACT 1

A TRACT OF LAND BEING A REPLAT OF LOT 28 AND OUTLOTS B, G, I AND J, RIVER OAKS (LOTS 1 THRU80 AND OUTLOTS A THRU J INCLUSIVE), A SUBDIVISION PLATTED AND RECORDED IN SARPY COUNTY,NEBRASKA, SAID TRACT OF LAND CONTAINS A CALCULATED AREA OF 558,169.47 SQ. FT. OR 12.814ACRES MORE OR LESS.

AND

TRACT 2

A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OFSECTION 17, TOWNSHIP 14 NORTH, RANGE 11 EAST OF THE 6TH P.M., SARPY COUNTY, NEBRASKA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF SECTION 17; THENCESOUTH ON THE WEST LINE OF SAID SOUTHEAST QUARTER ON AN ASSUMED BEARING OFS02°32'00”E, 470.01 FEET TO THE POINT OF BEGINNING; THENCE N87°02'20”E, 65.94 FEET TO A POINTOF CURVATURE; THENCE ON A 125.00 FOOT RADIUS CURVE TO THE LEFT, AN ARC LENGTHOF 158.68 FEET (LONG CHORD BEARS N50°40'17”E, 148.24 FEET); THENCEN87°28'00”E, 59.16 FEET; THENCE S44°09'44”E, 173.88 FEET; THENCE N45°50'16”E, 320.33 FEET; THENCES44°09'44”E, 50.00 FEET; THENCE N45°50'16”E, 112.50 FEET; THENCE S44°09'44”E, 75.00 FEET; THENCES42°25'26”E, 71.77 FEET; THENCE S37°26'08”E, 105.71 FEET; THENCE N56°05'39”E, 124.37 FEET TO APOINT OF CURVATURE; THENCE ON A 1075.00 FOOT RADIUS CURVE TO THE LEFT, AN ARC LENGTH OF34.54 FEET (LONG CHORD BEARS N34°49'34”W, 34.54 FEET); THENCE N54°15'12”E, 194.90 FEET; THENCES44°22'01”E, 286.66 FEET TO A POINT ON THE EAST LINE OF SAID NORTHWEST QUARTER OF THESOUTHEAST QUARTER; THENCE S02°29'50”E ON SAID EAST LINE OF THE NORTHWEST QUARTER OFTHE SOUTHEAST QUARTER, 860.46 FEET TO THE SOUTHEAST CORNER OF THE NORTHWESTQUARTER OF THE SOUTHEAST QUARTER; THENCE S87°39'38”W ON THE SOUTH LINE OF SAIDNORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 1313.83 FEET TO THE SOUTHWEST CORNEROF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE N02°32”00”W ON SAID WESTLINE OF THE SOUTHEAST QUARTER, 857.26 FEET TO THE POINT OF BEGINNING.

SAID TRACT OF LAND CONTAINS A CALCULATED AREA OF 1,242,964.74 SQ. FT. OR 28.535 ACRES MOREOR LESS.

SAID TRACTS 1 AND 2 CONTAIN A CALCULATED AREA OF 1,801,134.21 SQ. FT. OR 41.349 ACRES MOREOR LESS.

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LS-607
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N COR. SE1/4 S17 T14N R11E
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NW COR. SE 1/4 S17 T14N R11E
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Page 13: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

BOUNDARY LINE TABLEBOUNDARY CURVE TABLE CENTERLINE CURVE DATA TABLECENTERLINE DATA TABLE

LOT 860.25 AC.

LOT 900.25 AC.

LOT 1190.21 AC.

LOT 870.20 AC.LOT 88

0.14 AC.LOT 890.24 AC.

LOT 810.20 AC.LOT 82

0.18 AC.LOT 830.19 AC.

LOT 840.18 AC.OUTLOT 'N'

0.59 AC.

17.68'

9'

159.12'

144.90'

50.00'

79.02

'

75.23

'

71.77

'

75.00

'

11.09'

71.4

1'

129.39'

72.25' 32.00'61.35'

52.41' 57.17' 52.41'32.44'

66.35'71.82'66.55'

193.86'193.86'50.00'

152.

87'

135.

24'

128.

23' 128.53'

136.10'

11.14'

119.

02'

129.39'

75.65'

89.25'

30.01'

65.09'

106.19'

49.41'67.87'

63.58' 68.65'

17.05'

13.65'

100.13'

165.

56'

123.

02'

84 .7 3'

14.58'17.88'

14.87'

74.08'

223.46'

41.5

0'

202.34'

51.65'

382.61'

S44°2

2'01"E

286

.66'

N54°15'12"E 194.90'

L5

L4

N45°50'16"E 112.50'

L3

N02°29'50"W 281.98'

S75°31'26"W 149.71'

C7C6

L29

C5C4

L28

L24 L23L20

L18L17

N66°34'34"E 123.91'

N23°45'16"W 160.08'

S30°13'58"E 346.51'

S13°56'09"E 352.34'

S12°31'54"E 347.62'

S31°54'38"E 348.89'

S36°04'09"E 141.07'

S61°

29'47

"E 2

21.6

1'

N02°25'51"W 546.16'

L25

93.63'

0.88'

LOT 850.23 AC.

231.98'

OUTLOT 'L'0.88 AC.

OUTLOT 'M'2.81 AC.

80.92'

44.20'44.20'

62.32'

35.46'

S02°29'50"E 480.73'

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UNPLATTED

RIVER O

AKS

RIVER O

AKS

SUNRIDGE

SOUTH 184TH STREET

GARDEN

OAKS

TAX LOT 1

NORTHWEST Q

UARTER OF

THE SOUTHEAST Q

UARTER

LILL

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PROPERTY BOUNDARY

EXISTING PROPERTY LINE

EXISTING EASEMENT LINE

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EXISTING 3:1+20 SETBACK

EXISTING SECTION LINE

NOTES:

1. ALL LOT LINES ARE RADIAL/PERPENDICULAR UNLESS OTHERWISE NOTED (NR).

2. ALL INTERIOR ANGLES ARE 90° UNLESS OTHERWISE NOTED.

3. ANGLES MEASURED ADJACENT TO CURVES ARE MEASURED TO THE CHORD OF SAID CURVE.

4. ALL REQUIRED EASEMENTS TO BE RECORDED VIA SEPARATE DOCUMENT.

UNPLATTED

CONT

INUE

D O

N SH

EET

1 O

F 3

OUTLOT 'K'5.72 AC.

RIVER OAKSLOTS 81 THRU 192 AND OUTLOTS K, L, M AND N INCLUSIVE

BEING A REPLAT OF LOT 28 AND OUTLOTS B, G, I AND J, RIVER OAKS, A PLATTED AND RECORDED SUBDIVISIONLOCATED IN SARPY COUNTY, NEBRASKA AND A PART OF TAX LOT 1 IN THE NORTHWEST QUARTER OF THE SOUTHEAST

QUARTER OF SECTION 17, TOWNSHIP 14 NORTH, RANGE 11 EAST OF THE 6TH P.M., SARPY COUNTY NEBRASKA.

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EXISTING SANITARY SEWER EASEMENT INST. NO. 2003-73267
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Page 14: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

BOUNDARY LINE TABLE

BOUNDARY CURVE TABLE

OUTLOT 'K'5.72 AC.

N39°53'59"W 2

04.63'

N63°

04'4

8"W

276

.18'

N05°26'35"W 407.30'

L16 L15

L14 L13L12

L11

C3

S10°16'20"W 184.72'

L10

L9L8

S02°22'04"E 244.93'

N66°

35'0

6"W

280

.36'

S02°22'04"E 125.62'

S82°

40'2

8"E

125

.59'

S60°

18'34

"E 2

26.1

8'

S62°

38'30

"E 3

05.5

2'

184TH STREET

185TH CIRCLE

N23°45'16"W160.08'

S30°13'58"E 346.51'

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AKS

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SARPY COUNTY TREASURER'S CERTIFICATETHIS IS TO CERTIFY THAT I FIND NO REGULAR NOR SPECIAL TAXES DUE OR DELINQUENT AGAINSTTHE PROPERTY AS DESCRIBED IN THE SURVEYOR'S CERTIFICATE AND EMBRACED IN THIS PLAT,AS SHOWN BY THE RECORDS OF THIS OFFICE.

ON THIS DAY OF , 2017.

SARPY COUNTY TREASURER

APPROVAL OF THE COUNTY PLANNING DIRECTORTHIS PLAT OF RIVER OAKS (LOTS 81 THRU 192 AND OUTLOTS K, L, M AND N) WAS APPROVED ANDACCEPTED BY THE COUNTY PLANNING DIRECTOR.

ON THIS DAY OF , 2017.

COUNTY PLANNING DIRECTOR

APPROVAL OF THE COUNTY BOARD OF COMMISSIONERSTHIS PLAT OF RIVER OAKS (LOTS 81 THRU 192 AND OUTLOTS K, L, M AND N) WAS APPROVED ANDACCEPTED BY THE BOARD OF COMMISSIONERS,

ON THIS DAY OF , 2017.

ATTESTED, COUNTY CLERK CHAIRMAN, BOARD OF COMMISSIONERS

REVIEW BY SARPY COUNTY PUBLIC WORKSTHIS PLAT OF RIVER OAKS (LOTS 81 THRU 192 AND OUTLOTS K, L, M AND N) WAS REVIEWED BYTHE SARPY COUNTY SURVEYOR'S OFFICE.

ON THIS DAY OF , 2017.

SARPY COUNTY SURVEYOR/ENGINEER

APPROVAL OF COUNTY PLANNING COMMISSIONTHIS PLAT OF RIVER OAKS (LOTS 81 THRU 192 AND OUTLOTS K, L, M AND N) WAS APPROVED ANDACCEPTED BY THE COUNTY PLANNING COMMISSION,

ON THIS DAY OF , 2017.

CHAIRMAN, COUNTY PLANNING COMMISSION

ACKNOWLEDGEMENT OF NOTARIESSTATE OF NEBRASKA )

) SSCOUNTY OF SARPY )

ON THIS DAY OF 2017, BEFORE ME, A NOTARY PUBLIC, DULYCOMMISSIONED AND QUALIFIED FOR SAID COUNTY AND STATE, PERSONALLY APPEARED PETER W.KATT, WHO IS PERSONALLY KNOWN TO ME TO BE THE IDENTICAL PERSON WHOSE NAME IS AFFIXED TOTHE ABOVE INSTRUMENT AS INDIVIDUALS, AND HE ACKNOWLEDGED THE SIGNING OF THE SAME TO BEHIS VOLUNTARY ACT AND DEED AND THE VOLUNTARY ACT AND DEED OF SAID CORPORATION.

WITNESS MY HAND AND OFFICIAL SEAL THE DATE LAST AFORESAID.

NOTARY PUBLIC

OWNER'S CERTIFICATEKNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED ARE OWNERS AND LIENHOLDERSOF THE PROPERTY AS DESCRIBED IN THE SURVEYOR'S CERTIFICATE AND EMBRACED WITHIN THISPLAT, AND HAVE CAUSED SAID LAND TO BE SUBDIVIDED INTO LOTS AS SHOWN ON THIS PLAT.

RIVER OAKS DEVELOPMENT, L.L.C.

PETER W. KATT DATEADMINISTRATIVE MEMBER

DEDICATIONKNOW ALL MEN BY THESE PRESENTS THAT WE, RIVER OAKS DEVELOPMENT, L.L.C., OWNER'S OF THEPROPERTY DESCRIBED IN THE SURVEYOR'S CERTIFICATION AND EMBRACED WITHIN THIS PLAT, HAVECAUSED SAID LAND TO BE SUBDIVIDED INTO LOTS AND STREETS TO BE NUMBERED AND NAMED ASSHOWN, AND WE DO HEREBY DEDICATE TO THE PUBLIC FOR PUBLIC USE, THE STREETS AS SHOWNHEREON, SAID SUBDIVISION TO BE HEREAFTER KNOWN AS RIVER OAKS (LOTS 81 THRU 192 ANDOUTLOTS K, L, M AND N), AND WE DO HEREBY RATIFY AND APPROVE THE DISPOSITION OF OURPROPERTY AS SHOWN ON THIS PLAT. PERPETUAL EASEMENTS SHALL BE GRANTED TO THE OMAHAPUBLIC POWER DISTRICT AND ANY TELECOMMUNICATIONS ENTITY OR OTHER CORPORATIONTRANSMITTING COMMUNICATION SIGNALS AUTHORIZED TO USE THE CITY STREETS, TO ERECT,OPERATE, MAINTAIN, REPAIR AND RENEW POLES, WIRES, CABLES, CONDUITS, AND OTHER RELATEDFACILITIES, AND TO EXTEND THEREON WIRES OR CABLES FOR THE CARRYING AND TRANSMISSION OFELECTRIC CURRENT FOR LIGHT, HEAT AND POWER AND FOR THE TRANSMISSION OF SIGNALS ANDSOUNDS OF ALL KINDS AND THE RECEPTION ON, OVER, THROUGH, UNDER AND ACROSS A (5')FIVE-FOOT-WIDE STRIP OF LAND ABUTTING ALL FRONT AND SIDE BOUNDARY LOT LINES, AN (8')EIGHT-FOOT-WIDE STRIP OF LAND ABUTTING THE REAR BOUNDARY LINES OF ALL INTERIOR LOTS, ANDA 16-FOOT-WIDE STRIP OF LAND ABUTTING THE REAR BOUNDARY LINES OF ALL EXTERIOR LOTS. THETERM "EXTERIOR LOTS" IS HEREIN DEFINED AS THOSE LOTS FORMING THE OUTER PERIMETER OF THEABOVE DESCRIBED ADDITION. SAID 16-FOOT-WIDE EASEMENT WILL BE REDUCED TO AN (8') EIGHTFOOT-WIDE STRIP WHEN THE ADJACENT LAND IS SURVEYED, PLATTED AND RECORDED. NOPERMANENT BUILDINGS OR RETAINING WALLS SHALL BE PLACED IN SAID EASEMENT WAYS, BUT THESAME MAY BE USED FOR GARDENS, SHRUBS, LANDSCAPING AND OTHER PURPOSES THAT DO NOTTHEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS HEREIN GRANTED, AND WE DOFURTHER GRANT A PERPETUAL EASEMENT TO METROPOLITAN UTILITIES DISTRICT OF OMAHA, ANDANY NATURAL GAS PROVIDER, AND THEIR SUCCESSORS AND ASSIGNS, TO ERECT, INSTALL, OPERATE,MAINTAIN, REPAIR AND RENEW PIPELINES, HYDRANTS, AND OTHER RELATED FACILITIES, AND TOEXTEND THEREON PIPES FOR THE TRANSMISSION OF GAS AND WATER ON, THROUGH, UNDER ANDACROSS A (5') FIVE-FOOT-WIDE STRIP OF LAND ABUTTING ALL CUL-DE-SAC STREETS AND ALONG ALLSTREET FRONTAGES OF ALL CORNER LOTS. NO PERMANENT BUILDINGS OR RETAINING WALLS SHALLBE PLACED IN THE SAID EASEMENT WAYS, BUT THE SAME MAY BE USED FOR GARDENS, SHRUBS,LANDSCAPING AND OTHER PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THEAFORESAID USES OR RIGHTS HEREIN GRANTED.

IN WITNESS HEREOF, WE DO SET OUR HANDS

RIVER OAKS DEVELOPMENT, L.L.C.

PETER W. KATTADMINISTRATIVE MEMBER

CO

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ON

SH

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OF

3

LEGEND

PROPERTY BOUNDARY

EXISTING PROPERTY LINE

EXISTING EASEMENT LINE

PROPOSED EASEMENT LINE

EXISTING 3:1+20 SETBACK

EXISTING SECTION LINE

NOTES:

1. ALL LOT LINES ARE RADIAL/PERPENDICULAR UNLESS OTHERWISE NOTED (NR).

2. ALL INTERIOR ANGLES ARE 90° UNLESS OTHERWISE NOTED.

3. ANGLES MEASURED ADJACENT TO CURVES ARE MEASURED TO THE CHORD OF SAID CURVE.

4. ALL REQUIRED EASEMENTS TO BE RECORDED VIA SEPARATE DOCUMENT.

RIVER OAKSLOTS 81 THRU 192 AND OUTLOTS K, L, M AND N INCLUSIVE

BEING A REPLAT OF LOT 28 AND OUTLOTS B, G, I AND J, RIVER OAKS, A PLATTED AND RECORDED SUBDIVISIONLOCATED IN SARPY COUNTY, NEBRASKA AND A PART OF TAX LOT 1 IN THE NORTHWEST QUARTER OF THE SOUTHEAST

QUARTER OF SECTION 17, TOWNSHIP 14 NORTH, RANGE 11 EAST OF THE 6TH P.M., SARPY COUNTY NEBRASKA.

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Page 15: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

O\OLSSON ASSOCIATSS

November 1, 2016

Sarpy County Planning Commission 1210 Golden Gate Dr. Papillion, NE 68046

\ \

\

\

Re: River Oaks Phase 2 Final Plat Submittal - Waiver Request

Dear Planning Commission,

We are requesting the following waivers as they relate to the River Oaks Phase 2 Subdivision generally located at 1841h and Harrison Street:

Pursuant to Section 16.4 of the Sarpy County Zoning Regulations, the minimum reaT yaTd setback shall be 25'.

River Oaks Phase 2 Due to the numerous site constraints such as the steep topography, the Beadle Creek channel and surrounding existing development we are requesting that all lots within the River Oaks Subdivision that have a depth of 11 O' or less receive a reduced rear yard setback of 15'.

Thank you for your time and consideration. Please contact me with any questions at (402) 970-2319.

Sincerely,

F:1Projects\015-0415\20-Management\Approvats\Entitlements1Phase 2\Final Plat\ 16-11-01 _Waiver Request Ltr_ 50415.doc

2111 South 67th Street, Suite 200 Omaha, NE 68106

TEL 402.341.1116 FAX 402.341.5895 www.olssonassociates.com1OF1

----··--._.__,

Page 16: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

89

87

88

81

82

83

84

85

86

015-0415PROJECT NO:

DRAWN BY:

12/27/16DATE:

KGGRIVER OAKS (SID 309) REAR

YARD SETBACK WAIVER 1

EXHIBIT

FAX 402.341.5895TEL 402.341.1116

2111 S 67th St., Ste. 200Omaha, NE 68106

R

FUTURE LILLIAN STREET

S 1

84TH

STR

EET

NOTE: PD Overlay Zoning Pursuant to letter dated November 1, 2016 from Eric Galley, Olsson Associates, rear yard setbacks reduced to a minimum 15 feet (15') on Lots 88 and 89.

Page 17: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

Margo St

Margo St

Redwood St

Willow St

BlackwalnutSt

S 18

4th

St

S 184th Ter

S 184th Ave

S 18

4th

St

Briar St

Willow St

S 18

5th

St

Willow St

Briar St

Margo St

S18

4th

Ave

Olive Cir

S

185t

hSt

Redwood St

Margo St

Lillian St

S 184th St

Redwood St

S184th Ave

S184th Ter

S184th St

S184th Ave

S18

5thSt

S 185th St

S 18

6th

St

Redwood St

S 18

3rd

Ave

Chandler St

Briar St

Edna St

Hoich Dr

Sunridge St

Lillian St

Margo St

Blackwalnut St

Willow St

S18 3r d

St

S186th

St

Josephine St

S 18

3rd

StS

183r

d St

S 18

6th

St

S186th

St

S187th

S t

Edna St

S 183rd TerS

186t

hS t

S186th

St

S183rd

St

S 18

6th

St

S 18

3rd

St

S 184th St

Page 18: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

December 11, 2016 Kyle Graham Olsson Associates 2111 S 67th Street, Ste 200 Omaha, NE 68106 RE: RIVER OAKS REVISED PRELIMINARY PLAT AND FINAL PLAT SUBMITTAL The corrected submittal of the River Oaks Revised Preliminary Plat and Final Plat of Lots 81 through 192 has been reviewed and we have the following comments: Final Plat Draft Subdivision Agreement for Lots 81-192 and Outlots K – N with applicable exhibits must be

submitted in word format for review. Approved Waste Water Service Agreement with the City of Gretna will need to be submitted before

applications will be submitted for consideration by County Board. Post Construction Stormwater Plan must be submitted to Permix website for review and approval. Please provide an exhibit identifying those lots that are less than 110” in depth in which you are requesting

a rear yard setback of 15 feet. Please confirm in writing that the creek crossing on Emiline Street will be constructed with Phase Two

pursuant to the Subdivision Agreement approved by the Sarpy County Board for River Oaks Lot 1 -80.

Additional question - 1. When will the creek crossing on proposed Lillian Street be constructed allowing traffic from proposed phase

two to access Harrison Street via the River Oaks development?

These are comments following the review of the Planning Department only. We will route the submittal for review and forward any additional comments that may be brought to our attention as soon as we receive them. Please submit your response to the items noted above to our office at your earliest convenience. Please contact Bruce Fountain, Planning Director, or myself at 402-593-1555 if you have any questions. Respectfully, Donna Lynam Assistant Director Sarpy County Planning and Building cc Bruce Fountain, Planning Director File

Sarpy County Planning & Building Department Bruce Fountain, AICP, EDFP – Director

1210 Golden Gate Drive Papillion, NE 68046

Phone: 402-593-1555 Fax: 402-593-1558

www.sarpy.com/planning

Page 19: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022

BG

AG

RS-72

RD-50

BG

IL

RS-72

RD-50

RD-50

AGRG-35

RS-72

AG

Olive St

Margo St

GertrudeCir

Edna St

Gertrude St

S 178th Cir

Briar StS

190thSt

Willow St

Lillian St

Chand

ler

St

Greenleaf St

S 18

1st A

ve

S18

3rd

Ave

BlackwalnutSt

Josephine StS

184t

h St

Hoic

hDr

S185th St

Sunridge St

Edna St

Birch Ave

S 178th StS 178th St

Emiline St

S188th

StS

179t

h St

S 18

3rd

St

Chandler St

MargoSt

Redwood St

LillianSt

S 18

2nd

St

S190th

St

S18

6th

St

S 18

1st

Ave

S 184thSt

Blackwalnut St

S18

5th

Cir

Olive St

S18

0th

Ave

JosephineSt

S 181 stSt

S187th

St

Gertrude

St

Rosewood St

S 178thSt

S18

5th

Cir

Emilin

e C

ir

S184th

St

S1 80thAve

S18 4th

Ave

S18

4th

Ter

Emiline St

Greenleaf St

Olive St

Harrison St

S 18

0th

St

S 18

3rd

St

Willow St

S189th

St

Cottonwood St

Birch Ave

Gertrude St

Edna St

Lillian St

S183rd

Ter

Storage Rd

JosephineSt

PD - PlannedDevelopment

Vicinity Map - Current Zoning

BellevuePapillionLa Vista

Gretna

Springfield

Revised PP – Lots 81-291 and Outlots K – RFinal Plat – Lots 81 – 192 and Oulots K – NRiver Oaks (Phase 2)

AG

Subject Properties(Outlined in red)

LegendTax Parcel selection

Zoning Overlay DistrictZoning Classification

PD - Planned Development District

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Polk CirPolk St

Harrison St

S 1

80

thS

t

S188th

St

S 190thAve

S 19

2nd

St

S177th St

Gertrude St

Briar St

Greenleaf StS

183r

d A

ve

S19

3rd

St

Josephine St

Cottonwood St

Hoich Dr Sunridge St

Birch Ave

S 178th St

Margo St

Emiline St

Bellbrook Blvd

S17

9th

St

Chandler St

S183rd

St

S 18

2nd

St

S 19

1st S

t

S189th St

S190th

St

S176th St

S186th

St

Blackwalnu t St

S 18

0th

Ave

Redwood St

S187th

St

Rosewood St

S184th St

S18

4thTer

S19

3rd

Ave

Lillian St

Willow St

Olive St

S194th

St S183rd Ter

S176th Ave

S 19

2nd

Ave

Edna S t

Storage Rd

Harrison St

S 180th St

Current FLU - Sarpy CoTax Parcel selection

Highway Corridor Overlay

Land Use ProposedBellevue Future Growth

Business Park

Civic

Conservation Residential

Estate Residential

Greenway

Industrial

Light Industrial/Storage

Long Term Residential Growth

Mixed Use

Mixed Use Center

New Richfield Village

Park/School Site

Pflug Interchange Development

Residential - Community Systems

Urban Residential

Urban Residential II

Cross County Arterial

City Limit

City ETJ

Comprehensive Development PlanFigure 5.1: Development Structure PlanSarpy County, NebraskaLegend

Amended 6-11-2015

0 0.2 0.40.1 Miles

Revised PP – Lots 81-291 and Outlots K – RFinal Plat – Lots 81 – 192 and Oulots K – N

River Oaks (Phase 2)

Subject Properties(Outlined in blue, Urban Residential,

Park/School Site)

Page 21: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022
Page 22: BOARD OF COUNTY COMMISSIONERS, SARPY COUNTY, NEBRASKA ... · add language with regards to the SID levy to secure the construction of the Emiline Street crossing no later than 2022