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Homes by Towne of Florida - Residential Development

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Manatee County. Homes by Towne of Florida, Inc. Cocoa Beach, Florida. PROJECT PURPOSE: Basic: Residential development. Overall: Construction of a single-family residential community development to support the growing population within the Lakewood Ranch area of Manatee County.

TO WHOM IT MAY CONCERN: The Jacksonville District of the U.S. Army Corps of Engineers (Corps) has received an application for a Department of the Army permit pursuant to Section 404 of the Clean Water Act (33 U.S.C. §1344) as described below:

APPLICANT: Homes by Towne of Florida, Inc

Attn: James Borris

1600 N Atlantic Avenue, Suite 201

Cocoa Beach, Florida 32931

WATERWAY AND LOCATION: The project would affect waters of the United States associated with Gates Creek in the Gates Creek Basin. The project site is located southeast of the intersection of Lakewood Ranch Blvd and SR-64 in Section 29 and 32, Township 34 South, Ranch 19 East, Manatee County, Florida.

Directions to the site are as follows: From UTC Mall Take I-75 North and take the Exit for FL-70 and take a right onto FL-64 East. The site will be to the right of FL-64 approximately 0.4 miles east of the intersection of FL-70 and FL-64.

APPROXIMATE CENTRAL COORDINATES: Latitude 27.480749° Longitude -82.426813°

PROJECT PURPOSE:

Basic: Residential development

Overall: Construction of a single-family residential community development to support the growing population within the Lakewood Ranch area of Manatee County.

EXISTING CONDITIONS: The project site encompasses 95.5 acres. The wetland system consists of a freshwater system. Onsite land uses consist of 63-acres of improved pasture, 15.18-acres of Hardwood Conifer Mix, 1.25-acres of stream and lake swamps and 16.07-acres of wetland forested mix. There are seven ditches on the project site and one additional upland cut pond in the south east corner of the project site. The surrounding land uses include residential/commercial developments.

PROPOSED WORK: The applicant seeks authorization to construct a residential subdivision known as “Woodleaf Hammock”. The proposed project would impact 1.51-acres of surface waters.

AVOIDANCE AND MINIMIZATION INFORMATION: The applicant has provided the following information in support of efforts to avoid and/or minimize impacts to the aquatic environment: The site plan was developed with specific goals, including the consistency with all the conditions of the Manatee County Comprehensive Plan (Comp Plan), which includes reduction and elimination of impacts to the greatest extent practicable. Surface water impacts were determined to be necessary and unavoidable due to the need to have a certain number of lots to ensure the project is economically feasible. The proposed impacts consist of filling upland cut surface waters that provide minimal wetland function. A total of 1.51 acres of other surface waters (OSW) are proposed to be filled and no wetlands will be impacted.

COMPENSATORY MITIGATION: The applicant has provided the following explanation why compensatory mitigation should not be required: There are no wetland impacts proposed. Impacts are limited to upland-cut ditches.

CULTURAL RESOURCES: The Corps is not aware of any known historic properties within the permit area. By copy of this public notice, the Corps is providing information for review. Our final determination relative to historic resource impacts is subject to review by and coordination with the State Historic Preservation Officer and those federally recognized tribes with concerns in Florida and the Permit Area.

ENDANGERED SPECIES: The Corps has determined the proposed project may affect, but is not likely to adversely affect the Florida Scrub Jay (Aphelocoma coerulescens), Eastern Indigo Snake (Drymarchon couperi), and the Wood stork (Mycteria Americana).

Using the August 13, 2013 U.S. Fish and Wildlife Service (USFWS) programmatic key for the Indigo Snake, the project resulted in the following sequential determination: A (Project is not located in open water or salt marsh) > B (Permit will be conditioned for use of the USFWS standard protection measures for the Eastern indigo snake during site prep and construction) > C (There are no gopher tortoise burrows where a snake could be trapped, buried, or injured) resulting in “may affect, not likely to adversely affect” (MANLAA). A Florida Fish and Wildlife Commission (FWC) Authorized Gopher Tortoise Agent with WRA conducted a 100% pedestrian transect survey of the project area and observed no signs indicating the presence of gopher tortoises. Therefore, the Corps determined the project “may affect, but is not likely to adversely affect” the eastern indigo snake.

The subject property is located within the USFWS Consultation Area for the Florida scrub-jay. The project site does not contain suitable scrub-jay nesting or foraging habitat and were not observed on-site during the site inspection (April 15, 2017). If Florida Scrub-jays are discovered during land clearing activities appropriate measures will be taken to minimize impact on habitat, nesting, and foraging areas. The proposed project is “not likely to adversely affect” (NLAA) the Florida scrub-jay.

Based upon review of the Wood Stork Key for Central and North Peninsular Florida dated September 2008, the proposed project resulted in the following sequential determination: A > B > C > E > “may affect, not likely to adversely affect”. This determination is based on the project not being located within 2,500 feet of an active colony site; impacts to suitable foraging habitat (SFH), project impacts to SFH are less than 0.5 acres, and habitat enhancements match the hydroperiod of the wetlands and ditches affected and provide higher foraging value than impacted ditches. Therefore the Corps has determined the project “may affect but is not likely to adversely affect the wood stork. Based upon the Wood Stork Key no further coordination is required.

ESSENTIAL FISH HABITAT (EFH): This notice initiates consultation with the National Marine Fisheries Service on EFH as required by the Magnuson-Stevens Fishery Conservation and Management Act 1996. Our initial determination is that the proposed action would not have a substantial adverse impact on EFH or Federally managed fisheries. Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the National Marine Fisheries Service.

NOTE: This public notice is being issued based on information furnished by the applicant. This information has not been verified or evaluated to ensure compliance with laws and regulation governing the regulatory program. The jurisdictional line has not been verified by Corps personnel.

AUTHORIZATION FROM OTHER AGENCIES: Water Quality Certification may be required from the Florida Department of Environmental Protection and/or one of the state Water Management Districts.

COMMENTS regarding the potential authorization of the work proposed should be submitted in writing to the attention of the District Engineer through the Tampa Permits Section within 15 days from the date of this notice. For electronic mail (preferred) submit comments to Caitlin.S.Hoch@usace.army.mil. For standard mail submit comments to 10117 Princess Palm Avenue, Suite 120, Tampa, Florida 33610-8302. Please reference this permit number, SAJ- 2017-03031 (SP-CSH), on all submittals.

The decision whether to issue or deny this permit application will be based on the information received from this public notice and the evaluation of the probable impact to the associated wetlands. This is based on an analysis of the applicant's avoidance and minimization efforts for the project, as well as the compensatory mitigation proposed.

QUESTIONS concerning this application should be directed to the project manager, Caitlin Hoch, in writing at the Tampa Permits Section, 10117 Princess Palm Avenue, Suite 120, Tampa, Florida 33610; by electronic mail at Caitlin.S.Hoch@usace.army.mil; by fax at (813)769-7061; or, by telephone at (813)769-7074.

IMPACT ON NATURAL RESOURCES: Preliminary review of this application indicates that an Environmental Impact Statement will not be required. Coordination with U.S. Fish and Wildlife Service, Environmental Protection Agency (EPA), the National Marine Fisheries Services, and other Federal, State, and local agencies, environmental groups, and concerned citizens generally yields pertinent environmental information that is instrumental in determining the impact the proposed action will have on the natural resources of the area. By means of this notice, we are soliciting comments on the potential effects of the project on threatened or endangered species or their habitat

EVALUATION: The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefits, which reasonably may be expected to accrue from the proposal, must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including cumulative impacts thereof; among these are conservation, economics, esthetics, general environmental concerns, wetlands, historical properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food, and fiber production, mineral needs, considerations of property ownership, and in general, the needs and welfare of the people. Evaluation of the impact of the activity on the public interest will also include application of the guidelines promulgated by the Administrator, EPA, under authority of Section 404(b) of the Clean Water Act of the criteria established under authority of Section 102(a) of the Marine Protection Research and Sanctuaries Act of 1972. A permit will be granted unless its issuance is found to be contrary to the public interest.

The US Army Corps of Engineers (Corps) is soliciting comments from the public; Federal, State, and local agencies and officials; Indian Tribes; and other Interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition, or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity.

COASTAL ZONE MANAGEMENT CONSISTENCY: In Florida, the State approval constitutes compliance with the approved Coastal Zone Management Plan. In Puerto Rico, a Coastal Zone Management Consistency Concurrence is required from the Puerto Rico Planning Board, in the Virgin Islands, the Department of Planning and Natural Resources permit constitutes compliance with the Coastal Zone Management Plan.

REQUEST FOR PUBLIC HEARING: Any person may request a public hearing. The request must be submitted in writing to the District Engineer within the designated comment period of the notice and must state the specific reasons for requesting the public hearing.

DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 10117 PRINCESS PALM AVENUE, SUITE 120 TAMPA, FLORIDA 33610-8302

December 7, 2017

REPLY TO ATTENTION OF

Regulatory Division West Branch Tampa Permits Section

PUBLIC NOTICE Permit Application Number SAJ-2017-03031 (SP-CSH) TO WHOM IT MAY CONCERN: The Jacksonville District of the U.S. Army Corps of Engineers (Corps) has received an application for a Department of the Army permit pursuant to Section 404 of the Clean Water Act (33 U.S.C. §1344) as described below: APPLICANT:

Homes by Towne of Florida, Inc Attn: James Borris 1600 N Atlantic Avenue, Suite 201 Cocoa Beach, Florida 32931

WATERWAY AND LOCATION: The project would affect waters of the United States associated with Gates Creek in the Gates Creek Basin. The project site is located southeast of the intersection of Lakewood Ranch Blvd and SR-64 in Section 29 and 32, Township 34 South, Ranch 19 East, Manatee County, Florida. Directions to the site are as follows: From UTC Mall Take I-75 North and take the Exit for FL-70 and take a right onto FL-64 East. The site will be to the right of FL-64 approximately 0.4 miles east of the intersection of FL-70 and FL-64. APPROXIMATE CENTRAL COORDINATES: Latitude 27.480749°N Longitude 82.426813°W PROJECT PURPOSE: Basic: Residential development Overall: Construction of a single-family residential community development to support the growing population within the Lakewood Ranch area of Manatee County. EXISTING CONDITIONS: The project site encompasses 95.5 acres. The wetland system consists of a freshwater system. Onsite land uses consist of 63-acres of improved pasture, 15.18-acres of Hardwood Conifer Mix, 1.25-acres of stream and lake swamps and 16.07-acres of wetland forested mix. There are seven ditches on the project site and one additional upland cut pond in the south east corner of the project site. The surrounding land uses include residential/commercial developments.

PROPOSED WORK: The applicant seeks authorization to construct a residential subdivision known as "Woodleaf Hammock". The proposed project would impact 1.51 acres of surface waters. AVOIDANCE AND MINIMIZATION INFORMATION: The applicant has provided the following information in support of efforts to avoid and/or minimize impacts to the aquatic environment: The site plan was developed with specific goals, including the consistency with all the conditions of the Manatee County Comprehensive Plan (Comp Plan), which includes reduction and elimination of impacts to the greatest extent practicable. Surface water impacts were determined to be necessary and unavoidable due to the need to have a certain number of lots to ensure the project is economically feasible. The proposed impacts consist of filling upland cut surface waters that provide minimal wetland function. A total of 1.51 acres of other surface waters (OSW) are proposed to be filled and no wetlands will be impacted.

COMPENSATORY MITIGATION: The applicant has provided the following explanation why compensatory mitigation should not be required: There are no wetland impacts proposed. Impacts are limited to upland-cut ditches. CULTURAL RESOURCES: The Corps is not aware of any known historic properties within the permit area. By copy of this public notice, the Corps is providing information for review. Our final determination relative to historic resource impacts is subject to review by and coordination with the State Historic Preservation Officer and those federally recognized tribes with concerns in Florida and the Permit Area. ENDANGERED SPECIES: The Corps has determined the proposed project may affect, but is not likely to adversely affect the Florida Scrub Jay (Aphelocoma coerulescens), Eastern Indigo Snake (Drymarchon couperi), and the Wood stork (Mycteria Americana). Using the August 13, 2013 U.S. Fish and Wildlife Service (USFWS) programmatic key for the Indigo Snake, the project resulted in the following sequential determination: A (Project is not located in open water or salt marsh) > B (Permit will be conditioned for use of the USFWS standard protection measures for the Eastern indigo snake during site prep and construction) > C (There are no gopher tortoise burrows where a snake could be trapped, buried, or injured) resulting in "may affect, not likely to adversely affect" (MANLAA). A Florida Fish and Wildlife Commission (FWC) Authorized Gopher Tortoise Agent with WRA conducted a 100% pedestrian transect survey of the project area and observed no signs indicating the presence of gopher tortoises. Therefore, the Corps determined the project "may affect, but is not likely to adversely affect" the eastern indigo snake. The subject property is located within the USFWS Consultation Area for the Florida scrub-jay. The project site does not contain suitable scrub-jay nesting or foraging habitat and were not observed on-site during the site inspection (April 15, 2017). If Florida Scrub-jays are discovered during land clearing activities appropriate measures will be 2

taken to minimize impact on habitat, nesting, and foraging areas. The proposed project is "not likely to adversely affect" (NLAA) the Florida scrub-jay. Based upon review of the Wood Stork Key for Central and North Peninsular Florida dated September 2008, the proposed project resulted in the following sequential determination: A > B > C > E > "may affect, not likely to adversely affect". This determination is based on the project not being located within 2,500 feet of an active colony site; impacts to suitable foraging habitat (SFH), project impacts to SFH are less than 0.5 acres, and habitat enhancements match the hydroperiod of the wetlands and ditches affected and provide higher foraging value than impacted ditches. Therefore the Corps has determined the project "may affect but is not likely to adversely affect the wood stork. Based upon the Wood Stork Key no further coordination is required. ESSENTIAL FISH HABITAT (EFH): This notice initiates consultation with the National Marine Fisheries Service on EFH as required by the Magnuson-Stevens Fishery Conservation and Management Act 1996. Our initial determination is that the proposed action would not have a substantial adverse impact on EFH or Federally managed fisheries. Our final determination relative to project impacts and the need for mitigation measures is subject to review by and coordination with the National Marine Fisheries Service. NOTE: This public notice is being issued based on information furnished by the applicant. This information has not been verified or evaluated to ensure compliance with laws and regulation governing the regulatory program. The jurisdictional line has not been verified by Corps personnel. AUTHORIZATION FROM OTHER AGENCIES: Water Quality Certification may be required from the Florida Department of Environmental Protection and/or one of the state Water Management Districts. COMMENTS regarding the potential authorization of the work proposed should be submitted in writing to the attention of the District Engineer through the Tampa Permits Section within 15 days from the date of this notice. For electronic mail (preferred) submit comments to Caitlin.S.Hoch@usace.army.mil. For standard mail submit comments to 10117 Princess Palm Avenue, Suite 120, Tampa, Florida 33610-8302. Please reference this permit number, SAJ- 2017-03031 (SP-CSH), on all submittals. The decision whether to issue or deny this permit application will be based on the information received from this public notice and the evaluation of the probable impact to the associated wetlands. This is based on an analysis of the applicant's avoidance and minimization efforts for the project, as well as the compensatory mitigation proposed. QUESTIONS concerning this application should be directed to the project manager, Caitlin Hoch, in writing at the Tampa Permits Section, 10117 Princess Palm Avenue, Suite 120, Tampa, Florida 33610; by electronic mail at Caitlin.S.Hoch@usace.army.mil; by fax at (813)769-7061; or, by telephone at (813)769-7074. 3

IMPACT ON NATURAL RESOURCES: Preliminary review of this application indicates that an Environmental Impact Statement will not be required. Coordination with U.S. Fish and Wildlife Service, Environmental Protection Agency (EPA), the National Marine Fisheries Services, and other Federal, State, and local agencies, environmental groups, and concerned citizens generally yields pertinent environmental information that is instrumental in determining the impact the proposed action will have on the natural resources of the area. By means of this notice, we are soliciting comments on the potential effects of the project on threatened or endangered species or their habitat EVALUATION: The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefits, which reasonably may be expected to accrue from the proposal, must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including cumulative impacts thereof; among these are conservation, economics, esthetics, general environmental concerns, wetlands, historical properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food, and fiber production, mineral needs, considerations of property ownership, and in general, the needs and welfare of the people. Evaluation of the impact of the activity on the public interest will also include application of the guidelines promulgated by the Administrator, EPA, under authority of Section 404(b) of the Clean Water Act of the criteria established under authority of Section 102(a) of the Marine Protection Research and Sanctuaries Act of 1972. A permit will be granted unless its issuance is found to be contrary to the public interest. The US Army Corps of Engineers (Corps) is soliciting comments from the public; Federal, State, and local agencies and officials; Indian Tribes; and other Interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition, or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. COASTAL ZONE MANAGEMENT CONSISTENCY: In Florida, the State approval constitutes compliance with the approved Coastal Zone Management Plan. In Puerto Rico, a Coastal Zone Management Consistency Concurrence is required from the Puerto Rico Planning Board, in the Virgin Islands, the Department of Planning and Natural Resources permit constitutes compliance with the Coastal Zone Management Plan. 4

REQUEST FOR PUBLIC HEARING: Any person may request a public hearing. The request must be submitted in writing to the District Engineer within the designated comment period of the notice and must state the specific reasons for requesting the public hearing.

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Water Resource Associates, Inc. PROJECT: WoodleafHammock Engineering - Planning-En,.ronmentaisa.,,ce

4260 W. Linebaugh Ave.

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www.wraengineering.com

Woodleaf Hammock Manatee County Regional Map

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PROJECT: WoodleafHammock

Woodleaf Hammock Manatee County Aerial Map

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0 Project Boundary (95.5 ac.) Soils Delray Complex, 16 (7.55 ac.) EauGallie fine sand Oto 2 percent slopes, 20 (76.81 ac.) Floridans lmmokalee Okeelanta association, 26 (11.14 ac.)

Water Resource Associates, Inc. EnJinoemg - P1anning - £rmronm·ntatscience 4260 W. Linebaugh Ave.

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PROJECT: WoodleafHammock

Wood leaf Hammock Manatee County Soils Map

ORIG NAL DATE: 5/4f2017 REVISION DATE: 615/2017 JOB NUMBER: 1424

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LJ Project Boundary FLUCCS 211. IMPROVED PASTURE (63.0 ac.) 434, HARDWOOD CONIFER MIXED (15.18 ac.) 510, STREAMS AND WATERWAYS (1.25 ac.) 630, WETLAND FORESTED MIXED (16.07 ac.)

Water Resource Associates, Inc. PROJECT: Lakewood Ranch 15 £rr;inoeilng - Ptanning - £rMronmant· cienca 4260 W. Linebaugh Ave.

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JOB NUMBER: 1424

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PROJECT: Woodleaf Hammock

ORIG NAL DATE: 5/4/2017

Water Resource Associates, lnc.1 1 - - - - - - - - - - - - - - - - - - - - - + - - -- - - - - --1 £1Vinooling - P1anning - £rrvironman1a1sc1ence Woodleaf Hammock REV1s10N DATE: S/14/2011 4260 W. Linebaugh Ave. Phone: s13-2~1:io Fax: s 13-265-E610

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PROJECT: Woodleaf Hammock

Woodleaf Hammock Manatee County Potential Habitat Map

ORIG NAL DATE: 08/07/2017 REVISION DATE: 8/14/2017 JOB NUMBER: 1424

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FILE NAME: Potential Habitat Map

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Sheet list Table

CONSTRUCTION PLANS FOR OODLEAF HAMMOCK

Sheet Number

Sheet Title

001

COVER SH EET

002

GENERAL CONSTRUCTION NOTES

003

OVERALL EXISTING CONDITION

004

EXISTING CONDITIONS AND DEMOLITION PLAN

005

EXISTING CONDITIONS AND DEMOLITION PLAN

006

STORMWATER POLLUTION PREVENTION PLAN

007

FLOOD PLAIN MAP

008

EROSION CONTROL DETAILS

100

OVERALL FINAL SITE PLAN

101

SITE LAYOUT PLAN

102

SITE LAYOUT PLAN

200

OVERALL PRELIMINARY PLAT

201

PRE LIM INARY PLAT

202

PRELIMINARY PLAT

203

PRELIM INARY PLAT

204

PRELIM INARY PLAT

205

PRELIMINARY PLAT

206

PRELIMINARY PLAT

207

PRE LI MINARY PLAT

208

TYPICAL ROADWAY SECTIONS

209

SITE & ROADWAY DETAI LS

210

SI TE & ROADWAY DETAILS

301

GRADING AND DRAINAGE PLAN

302

GRADING AND DRAINAGE PLAN

303

GRADING AND DRAINAGE PLAN

304

GRADING AND DRAINAGE PLAN

305

GRADING AND DRAINAGE PLAN

306

GRADING AND DRAINAGE PLAN

307

GRADING AND DRAINAGE PLAN

308

DRAINAGE DETAILS

309

DRAINAGE DETAILS

310

DRAINAGE STRUCTURES

311

DRAINAGE STRUCTURES

401

UTILITY PLAN

402

UTILITY PLAN

403

UTILITY PLAN

404

UTILITY PLAN

405

UTILITY PLAN

406

UTILITY PLAN

407

UTILITY PLAN

408

UTILITY DETAILS

409

UTILITY DETAILS

410

UTILITY DETAILS

421

PLAN AND PROFILE

422

PLAN AND PROFILE

t@

423

PLAN AND PROFILE

if!

424

PLAN AND PROFILE

425

PLAN AND PROFILE

426

PLAN AND PROFILE

"'>w

427

PLAN AND PROFILE

u

428

PLAN AND PROFILE

429

PLAN AND PROFILE

430

PLAN AND PROFILE

431

PLAN AND PROFILE

432

PLAN AND PROFILE

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ST AIJQJSllNE

MANATEE COUNTY, FLORIDA S32-T34S-Rl 9E PREPARED FOR Homes by Towne 6901 Professional Parkway, Ste 100 Sarasota, FL 34240

FT PiEftC'

PROJECT LOCATION

·' NORTH

HIL SBOROU

......... . .

C OUNTY

Gulf of Mexico

PROJECT LOCATION

VICINITY MAP MANATEE COUNTY

LAKEWOOD CENTRE FSP TRACKING TABLE MEPS-3031201703551 PDMU-06-30f Pll 17-S-31 Pl/FSP-17-37 Un~I

Approved Uses I Totals

Phs1 , 2&3 CLOS (Expi re

Parcel LO.

Phase

'"'

Development Type I Name

oru'

111211202?)'

Construction

Submitted

App

Remaining Units Phs 1, 2& 3 CLOS (Expire

Cumulative Through 12131/2_016

""""'

Cons/ruction

RESIDENTIAL \D.U.)

ce

''"

Platted

ce

''"

11121/2027)'

oru'

Platted

433

PLAN AND PROFILE

LA-01 - LA-09

LANDSCAPE PLAN AND DETAILS

"' 0

'"

>

NIA

Lost Creek Resort Apartments@ LWR F SP-HJ..23

272

272

Creekside Apts @ Lakewood Ranch FSP-13·07 "

256 360

256

v

Echo Lake @Lakewood Ranch FSP-15-38

I

Resid<>nces

at the Green<>@ Lakewood Ranch FSP-17- 13

Total Multi -Fam ily

2,875

2,875

888

0

888

0

0

Single Family R,S,T

H

A,D,H,K,S

Harmony Phase 2 FSP -15·39

BB

Arbor Grande FSP-15-02

w,x

Mallory Park FSP-15-07

CC,EE

APPROVA L TYP E:

300

m

"'

g

0

0

1,&87

238

31

253

Total Single Family

1,6ij9

1,669

199

108

491

TOTAL RESIDENTIAL

4,544

· ,544

1,087

108

1,379

0 0

925 ·25

253 253 553

0 0

0 0

0 1,687

0 1,687

~

u 0

I

175.000

102,318

The Greene at Lakewood Ranch Commercial FSP· 16.08( R) Total Comme rcia l

97.350 1,574,000

1,574,000

102,318

0

272 ,350

0

11,880

0

0 1,289,770

PROJ ECT P L ANN ER

DATE : - - - - - - -

PROJ ECT ENGINEE R

DA TE: - - - - - - -

ENVIRONM EN TAL P LAN NIN G DIVISION

11 ,880

0

at Lakewood Ranch FSP-12· 53

25,400

IMG

G

IMG 11 at Lakewood Ranch FSP-15-92

21,672

21 .672

G

Tidewell Hospice@ Lakewood Ranch FSP-16-56

22, 133

22.133

I

The Greene at Lakewood Ranch Commercial FSP-16-08( R)

ENVIRONM EN TAL HE AL TH

1,289,770

Tota l Office

2s:400

1,463,000

1,463,000

2$,400

43,805

73,505

250,000

250,000

0

'

0

300

300

0

0

0

Light In dustrial Total Lig ht Industria l Hotel Rooms Total Hotel Rooms

Engineering ~ Envll:omnental Water Resource

-4 ,300

4,300

'

0

-4,300

0

0

0

0

0

0

v ....

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ff-.

~ w

:::<

' ' 0

0 1,39 3,795

1,:193,795

'

250,000

250,000

0

300

300

8043 Cooper Creek Blvd.. Suite 210 University Park, Florida 34201 Pllone: 941.275.9721 Fax: 94 1.275.9729 v.v..-w.""'ra en.g:ineering.co1n

FI RE DISTRI CT

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1 - Multi-Family and Single Family Unit Counts reflect land use e xchange subm itted under AD-17-1 6

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---------------

DA TE : - - - - - - -

---------------

DA TE : - - - - - - -

_ _ _ _ _ _ _ _ _ _ _ _ _ DA TE : _ _ _ _ __

ATTENTI ON : THE COMB INATI ON OF THI S SIGN ED PLAN AND ACCOMPANYING APPROVAL LETTER CONSTITUTES THE COMP LETE APPROVAL DOCUM ENT. BO TH DOCUM ENTS SHOU LD BE PROVIDED TO INTERESTE D PAR TIES AND SUBM ITTED WITH ANY BU ILDING PERM IT APP LI CATION. THERE MAY BE OTHER DOCUM ENTS, INCLUD ING A CLOS TH AT AFFECT THI S PROJ ECT APPROVAL.

CA 00007652

REC'D BY OWN ER/AG ENT:

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Plot 'Date : 8/24/2017 Datn1n: NAVD88

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BUZZSAW NUMB ER: M EPS - 303/20170355/

CONCURR ENCY

PREPARED BY:

Comme rcial/Retail Senior Lifesty les in LWR FSP -14-39

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NON-RESIDENTIAL (S.F.) G

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t ,687

184 305 183

WoodleafHammock FSP -17-

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PDMU-06-30(P)/17-S-31(P) PROJ ECT NAM E: WOOD LE AF HAMM OCK CONS TRUC TI ON P LA NS

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MANA TEE COUNTY BUILDING & DEVELOPMENT SERVICES DEPARTMENT SIGNATURE BLOCK PROJ ECT NUMB ER:

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_ _ _ _ _ _ _ _ _ _ _ _ _ DA TE _ _ _ _ __

001

WATER AND SEWER CONSTRUCTION NOTES: 1.

PR IOR TO CONSTRUCTI ON, THE CONTIRACTOR SHALL OBTAIN FROM THE ENGINEER OR OWN ER A COPY OF ALL PERTINENT PERM ITS RELATED TO THI S PROJECT .. IT IS THE CON TRACTOR'S RESPONSIBILITY TO ASSUR E TH AT ALL CONSTRU CTI ON ACTI VITIES ARE IN COMPLI ANCE WITH THE COND ITI ONS OF ALL PERM ITS AND APPROVALS.

WATER RESOURCE NOTES: I.

EROSION AND SEDIMENT CONTROL BMPS IN ADDITI ON TO TH OSE PRESENTED ON THE PLANS AN D OU TU NED IN THE EROSION AND SEDIMENT CON TR OL PLAN (ECP) AND STOR MWATER POLLUTI ON PR EVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED AS NECESSARY TO PR EVENT TURBID DISCHARGES FROM FLOWIN G ON TO ADJACENT PROPERTIES. OR ROAD WAYS, OFF SITE STOR MWATER

STORMWATER FACILITY O&M GUIDELINES:

GENERAL CONSTRUCTION NOTES:

1.

1.

CONSTIRUCTI ON PLAN APPROVAL DOES NOT EXEMP T THE CON TRACTOR FROM OB TAINING THE REQU IRED BU ILDING, ELECTIRICAL, PLUMBING AND MECHAN ICAL PERMITS. THESE INCLUDE BU T ARE NOT LI MITED TO ANY STRUCTURE, SIGN, WA LL, ENCLOSURE OR SCREENING, ETC.

2.

PRIOR TO CONSTRUCTI ON, THE CON TRAC TOR SHALL OBTAIN FROM THE ENGINEER OR OWN ER A COPY OF ALL PERTI NENT PERM ITS RELATED TO THI S PROJECT. IT IS THE CON TRACTOR'S RESPONSIBILITY TO ASSUR E TH AT ALL CONSTIRUCTI ON AC TI VITIES ARE IN COMP LI ANCE WI TH THE CONDITI ONS OF ALL PERM ITS AND APPROVALS . CONTIRACTOR IS ALSO RESPONSIBLE FOR HAVING HI S DEWATERING PLAN APPROVED BY ·swFWMD .

3.

ALL CONSTRUCTI ON AND WORKMANSHI P ARE TO BE IN ACCORDANCE WITH COUN TY LAND DEVELOPM ENT GOD E, AND DOT SPECIFI CATI ONS, LATEST EDITI ONS.

CONVEYANCES OR RECEI VING WATERS, OR ON SITE WETLANDS AND SURFACE

2.

ALL POTAB LE WATIER , IRR IGA TI ON AND SANITARY SEWER CONS TRUC TI ON SHALL MEET OR EXCEED COUN TY ·s TANDARDS.

WATERS. BMPS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE TH AT OFF SITE SUR FACE WATER QUAUTY REMAINS CONSISTENT WITH STATE AND LOCAL REGU LATI ONS. [THE OPERA TOR IS THE

3.

GRASS AND MULCH, OR SOLI D SOD, ALL AREAS DISTIUR BED BY CONSTIR UCTI ON UN LESS OTHER WISE SHOWN .

ENTITY TH AT OWNS OR OPERATES THE CONSTRUCTION AC TI VI TY A'ND HAS

4.

CON TRACTOR SHALL CON TACT THE ENGINEER AND/OR THE OWNER PRIOR TO ANY CONSTRUCTI ON TH AT MAY DAMA GE TREES TO BE SAVED.

5.

CON TRAC TOR SHALL VERIFY COCA TI ONS AND DEl'TH S OF. EXISTI NG WA TER AND SEWER LI NES PR IOR TO BEGINNING CONSTIRUC TI ON.

6.

CON TRACTOR SHALL BE RESPONSIBLE FOR OB TAINING ANY AND ALL ROAD CROSSING AND/OR UTILIT'l' PERM ITS.

7.

THE EXISTI NG UNDERGROUND UTILITY LI NES SHCJWN HEREON WERE TAKEN FROM DOCUM ENTS FURNISHED BY OTHERS AND NOT FIELD VERIFIED, THEREFORE, THE ENGINEER CANN OT GUAR ANTEE THE ACCURACY OF SAM E NOR THAT All ARE SHOWN. THE CON TRACTOR SHALL EXPOSE ALL UNDERGROUND UTILITY LI NES IN .COORDIN ATION WITH THE OWNERS TO HI S SATI SFACTI ON AND MAKE. ADJUSTM ENTS TO SAM E IN THE EVENT THERE AR E CON FLI CTS WITH NEW CONSTIRUCTI ON.

A.UTH OR ITY TO CONTROL TH OSE ACTI VITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] ·2.

3.

8.

9.

ADJUSTI NG MANHOLE TOPS TO MA TCH GR ADE AND SLOPE OF THE FI NISH PAVING SHALL BE INCLUDED IN THE RESP ECTI VE CON TRAC T UNIT PR ICE FOR MANHOLES., PAYMENT OF WHI CH WILL CONSTITUTE FULL COMPENSATI ON FOR CONSTIRUCTI ON AND COMP LETI ON OF THE MANHOLE, AND NO ADDITI ON AL PAYM ENT WILL BE ALLOWED OR MADE FOR ADJUSTI NG MANHOLE TOPS. ALL SANITARY SEWER GRAVI TY MAIN PIPE SHALL HAVE A NOMINAL DIAM ETER OF EI GHT (8") INCHES AND SHALL COMPLY WITH ASTM D 3034. FOR DEPTH S OF CU T TH ROUGH EI GHTEEN (18') FEET, A MINIMUM WALL THI CKN ESS OF SDR - 26 IS REQU IRED. FOR DEPTH S OF CU T GR EATER TH AN EI GHTEEN (18') FEET, A MINIM UM WALL THI CKN ESS OF SDR- 26 IS REQU IRED,

10. ALL 8., SANITARY SEWER PIPE SHALL BE CONS1RUCTED AT A 0.40% MINIMUM SLOPE. 11 . ALL PVC PR ESSUR E PIPE SHALL HAVE A MINIMUM 36" COVER WHEN POSSIBLE, WHERE NOT THE PIPE SHALL BE DIP. 12. ALL PVC WATER MAIN PR ESSUR E PIPE SHALL CON FORM TO THE REQU IREMENTS FOUND IN AWWA STANDARD C- 900, LATEST EDITI ON, UN LESS OTHE RWISE NOTED HEREI N. ALL SERVICE PIPE LESS TH AN 2" - 3" IN DIAM ETER SH.ALL BE PVC PR ESSUR E PIPE; PRESSURE RATE 200;. DR 21 PER ASTM STANDARD D- 2241 . WATER SERVICE PIPE 4"- 12" SHALL BE DR - 18, CL235. 13. ALL WATER MAIN PIPE AND FITTI NGS INSTALLED UNDER THI S PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANGE WI TH SUBPAR AGR APH 62- 550.320(21)(B)3, FLOR IDA ADMINI STRATI VE COD ES, USING BLU E AS THE PR EDOM INAN T COLOR. 14. SAN ITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOU LD CROSS UNDER WATER MAINS. SAN ITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAI NS. SHALL BE LAI D TO PROVIDE A MINIMUM VERTI CA L DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER WHENEVER POSSIBLE. 15. ALL CROSSINGS SHALL BE ARRANGED SO TH AT THE SEWER PIPE JOIN TS AND THE WATER MAIN PIPE JOINTS ARE EQU IDI STANT FROM THE POIN T OF CROSSING (P IPES CENTERED ON THE CROSSING ). 16. FI RE HYDRAN T, GA TE VA LVE AND BLOW- OFF VALVE .ASSEMB LIES SHALL CONSIST OF ALL PIPE, VALVES, TEES, FITTI NGS, AND ANY AND ALL OTHER APPURTENANCES COMPRISING A COMPLETE, WORK ING UNIT.

4.

OFF SITE SUR F·ACE WATER DISCHARGES. DISCHARGES TO THE MS4, OR DISCHARGES TO ON SITE WETLAN DS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOM ETRI C TU RBIDITY UNITS (N TU S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH IN CIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE (PH: 941 .861.5000; FA X: 941.861.0986). THE REPOR T SHALL INCLUDE THE CAUSE OF THc DISCHARGE AND CORRECTIVE ACTIONS TAKEN .

~\:ii:~B~~~~. ~~TRF~~iu~:r,Rg~~~ ~~5L~~ Tp~~~RciTsOP~~~A~~ TD~~~s IN EXCESS OF 25 GALLONS SHALL BE CON TAI NED, CLEAN ED UP, AND IM MEDIATELY REPORTED TO WATER RESOURCES (PH: 941.861.5000; FAX: 941 .861.0986). SMALLER GROUND SUR FACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTI CAL.

5.

PRIOR TO DEMOLITI ON OF EXISTI NG ON SITE STIRUCTUR ES AN ASBESTOS SURVEY AND /OR ASBESTOS NOTIFI CATI ON MAY BE REQU IRED.

7.

NA TI ON AL POLLUTA NT DISCH ARGE ELIMINA TlON SYSTEM:

A.

NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMM ENCEMENT IN ACCORDANCE WITH RULE 62- 621.300(4)( A), F.A.C.

B.

A COPY OF THE CERTIFIED NPDES NOi, OR A COPY OF THE FD EP COVERAGE CON FIRMATI ON LETTER SHALL BE POSTED AT THE SITE IN ACCORD ANCE WITH RU LE 62- 621.300(4)( A)P ART 111. C.2, F.A.C. , AND AS PER COUN TY COD E.

C.

A COPY OF THE CERTIFIED NPDES NOi, OR A COPY OF THE FDEP COVERAGE CON FIRMATI ON LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RU LE 62- 621.300(4)(A)PART 111. 0.1, F.A.C., AND COUN TY CODE.

D.

THE SwPPP SHAUL BE CERTIFIED IN ACCORDANCE WITH RU LE 62- 621.300(4)(A)PAR T V.D .6. F.A.C., AND A COPY OF THE CERTIFIED DOCUM ENT SHALL BE SUBM ITTED TO WRA AT LEAST 48 HOURS PR IOR TO· THE COMMENCEMEN T OF CONSTRUCTION PER COUNTY CODE.

E.

A COP Y OF THE SWPPP . AND COPIES OF THE INSPECTI ON AND MAINTENAN CE

RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE, AND SHALL BE READILY AVAILA BLE TO COUN TY OR STATE INSPECTORS.

GENERAL SITE NOTES: 1.

PO TABLE WATER AND SANITARY SEWER SUPP LIED BY MANATEE COUN TY UTILITIES. LI NES ARE PUB LI CALLY OWN ED AND MAIN TAINED BY THE COUN TY. SOLI D WASTE DISPOSAL BY MANATEE COUN TY

17, THE LOCA TI ON OF ALL NEWLY INSTALLED FIRE HYDRAN TS SHALL BE IDENTIFIED WITH A BLUE REFLECTI VE PAVEMENT MARKER INSTALLED ON THE ROADWAY, PERP ENDICU LAR TO THE FI RE HYDRAN T. THE REFLECTI VE MARK ER WILL BE LOCATED IN THE CENTER OF THE LAN E CLOSEST TO THE HYDRAN T.

.3.

FI RE FLOW WILL BE PROVIDED BY MANATEE COUN TY.

18. ALL VALVE BOX ASSEMB LIES .SHALL BE PROTECTED FROM TR UCK TRAFFI C BY USE OF A 6" THI CK REI NFORCED CONCR ETE PADS POUR ED AROUND VA LVE BOXES (SEE DETAIL).

5.

SOLI D WASTE STORAGE AREAS TO BE SCR EENED PER MANATEE COUN TY LAND DEVELOPM ENT CODE.

6.

COMMON AR EAS TO BE MAINTAINED BY THE OWN ER.

19. ALL .SUBSURFACE CONSTIRUCTI ON SHALL COMP LY WITH THE " TRENCH SAFETY ACT." THE CON TRACTOR SHALL INSURE TH AT THE METH OD OF TRENCH PROTECTI ON AND CONSTRUC TI ON IS IN COMP LI AN CE WITH THE OCCUPATI ONAL SA FETY AND HEALTH ADM INISTIRA TI ON (OSHA) REGU LATI ONS.

7.

IT IS THE DEVELOP ER RESPONSIBILITY TO VERIFY BY MEANS OF A PROFESSIONALLY PR EPARED GEOTECHNICAL STUDY THE SU ITABI LITY OF FILL PLA CED AND USED FOR ALL PADS.

8.

PR IOR TO FI NAL PLAT APPROVA L, ALL 'P ERM ANENT REFERENCE MONUMENTS" SHALL BE INSTALLED. PERMAN ENT CON TROL POINTS AND LOT CORN ERS SHALL BE INSTALLED AND CERTIFIED BY AN OFFI CIAL AFFI DAVIT WITHIN ON E (1) YEAR OF RECORD ING OR PR IOR TO THE RELEASE OF THE IMPROVEMENT BOND .

23. ACCESS FOR USE' OF HEAVY FI RE FI GHTI NG EQU IPM ENT SHALL BE PROVIDED TO THE IMM EDIATE JOB SITE AT THE STAR T OF THE PROJECT AND BE MAINTAINED

4.

ANY EROD ED BANKS SHOU LD BE REPAIRED AND RESODDED TO MAINTAIN THE CORR ECT VOLUM E AND ENSURE TH AT FUTURE BANK EROSION ISSU ES D.O NOT OCCUR. RESOD DISTURBED SIDE SLOPE AND ANY AR EAS WHERE GRASS OR SOD HAS BEEN REMOVED OR EROD ED,

5.

6.

THE POND BANKS AND LOT PERIMETER SWA LES SHOU LD BE REGU LAR LY MOWED, WITH GRASS CLI RP INGS REMOVED FROM THE PONO AND LOT SWALE DRA IN INLETS. PICK UP GRASS CLI PP INGS AFTER CU TTI NG. MOW FREQU ENTLY ENOUGH TO PR EVENT TH ATCH BU ILDUP.

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4.

GRASS AND MU LCH, OR SOLI D SOD, ALL AR EAS DISTURBED BY CONS TRUCTI ON .

5.

CONTIRACTOR IS TO COORDINATE ALL WORK WITHI N, BU T NOT LI MITED TO ADJAC ENT RIGHTS- OF- WAY WITH UTILITY COMPANI ES IN ORD ER TO PREVENT DAMAGE TO UTILITY LI NES AND THE MAKIN G OF ADJUSTMENTS TO SAM E, IP REQU IRED.

6.

FILL OBTAIN ED TH ROUGH EXCAVATI ON OF DETENTI ON POND SHALL BE PLAC ED ON SITE. AND ADJACENT LAN D IN ACCORDANCE WITH THE MASTER DRAINAGE AND GRADING PLAN AS DIRECTED BY THE ENGINEER.

7.

SOD/SEED & MULCH SHALL BE PLACED IN ACCORDANCE WITH APPLI CABLE CITY/COUN TY STANDARDS AS WELL AS IN ACCORDANC E WITH STANDARD AND SPECIFI C CONDITI ONS IN THE SWFWMD PERMIT, IF APP LI CABLE. AT A MINIMUM THI S SHALL INCLUDE SODDING OF ALL POND AND SWALE EMBANKMENTS OF A SLOP E 5: 1 OR GREATER TO THE NW LI NE, AS WELL AS SEEDING AN D MU LCHING THE BALANC E OF THE POND TlRACTS ( INCLUDING POND BERMS, EXC LUDING THE AR EA 'BELOW NW), SODDING AT A MINIMUM OF 2 ' FROM THE BACK OF CURB 8. AND EDGE OF PAVEMENT, AND SEEDING AND MULCHI NG OF ANY PROJECT AR EA WITH A SLOPE OF 5 : 1 OR STEEPER.

8.

BU ILDING DOWNSPOU TS TO BE DIRECTED TO THE ON - SITE STORM DRA INAGE SYSTEM VIA CJ VERLAND FLOW.

9.

FUTIU RE EXPANSION AR EAS , IF DISTURBED, TO BE GRASSED AND MU LCHES OR SODD ED TO PREVENT EROSION TO EXISTI NG PAVEMENT SURFACES.

ALL STORM WATER PIPES, INLETS, CATCH BASINS, YARD DRAINS, PERIMETER SWA LES, MAN HOLES, FLUM ES, POND INFLOW AN D OU TIFALL STRUCTURES, INCLUDING OIL SK IMMERS AND DISCHARGE PIPES, SHOU LD BE INSPECTED ON REGU LAR BASIS ( MON THLY OR QUAR TERLY) AND AFTER SEVERE RA INFALLS. THE Y SHOU LDER BE MAINTAI NED TO OPERATE AS DESIGN ED BY REMOVING BU ILT UP DEBRIS AND VEGETATI ON FROM INLETS, OU TLETS, CU LVERTS. REPAIR DETERIORATI ON STIRU CTURES.

1 D. SITE CLEA RING SHALL BE PERFORM ED PER THE APPROVED CONSTRUCTI ON PLANS AND IN ACCORDANCE WI TH THE COUN TY LDC. INSTALLATI ON AND MAIN TENANCE OF THE REQU IRED BARR ICADING AND EROS ION CONTROL. SHALL BE THE RESPONSIBILITY OF THE SITE DEVELOPM ENT CON TRAC TOR UN LESS OTHERWISE DESIGN A TED.

7.

NOTE THE CHEMI CAL, OILS, GREASES, OR SIMILAR WASTES AR E NOT TO BE DISPOSED OF DIRECTLY OR TH ROUGH STORM SEWERS TO THE STORMWA TER FA CILI TY. TIREATIMENT PONDS AR E DESIGN ED TO REMOVE. NORMAL RO AD, PARK ING LOT, ROOF, AND YARD RUNOFF ON LY.

12. ALL EROSION CON TROL INSTALLATI ON AND INSTALLATI ON COORDINA TI ON SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WRA, IF CON TRACTED BY THE OWN ER, WILL STAK E THE ALI GNM ENT OF THE PROPOSED EROSION CONTIRPL AND SHALL LIMIT ITS RESPONSIBILITY AND COORDINATI ON AT TH AT POINT. BE ADVISED TH AT THE CONSTIRUCTI ON SHALL BE THE SOLE RESPONSIBILITY OF THE SITE CON TIRA CTOR.

8.

NO ALTIER ATI ON OF AN Y PAR T OF THE STORMWATER FACI LITIES IS PERMITTED WITH OU T PR IOR APPROVAL FORM ALL APP LICABLE GOVERN IN G AGENCIES.

13, DURING LAND ALTERATI ON AND CONSTRUC TI ON ACTI VITIES, IT SHALL BE UN LAWIFUL TO REMOVE VEGETATI ON BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBR IS, SOLVENTS, CONSTRU CTI ON MATERIAL, MACHINERY OR OTHER EQU IPM ENT OF ANY KIND WI THI N THE DR IPLI NE OF' A TREE TO REM AIN ON THE SITE UN LESS OTHERWISE APPROVED BY THE COUN TY.

9.

IT IS USU ALLY MORE COST EFFECTI VE TO MONITOR AND PERFORM ROU TI NE MAINTENANCE ON SUR FACE WATER MANAGEMENT SYSTEM TH AN TO LET IT FAIL AND THEN HAVE TO RECONSTRUCT THE ENTI RE SYS TEM.

14. ALL TRIMMING UNDERTAK EN ON A TREE PROTECTED BY THE, PROVISIONS· OF THE LAND DEVELOP MENT COD E SHALL BE IN ACCORDANCE WI TH THE AMERICAN NATI ONAL STA NDARDS INSTITUTE (ANSI) A- 300 PRUN ING STANDARDS.

10. THE DISCHARGE OF GROUNDWATER PRODUCED TH ROUGH DEWA TERING, TO SURF ACE WA TERS, OR TO ANY POR TI ON OF THE MS4 WILL REQU IRE .SEPARATE PERM ITTING FROM THE fLOR IDA DEP ARTMENT OF ENVIRON MENTAL PROTECTI ON (DEP'). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMM EN CEMENT OF DEWATERING. AN AL YTI CA L RESUL TS FR OM PRE-DISCHARGE TESTI NG SHALL BE PROVIDED TO AIR & WATER QUA LITY PURSUAN T TO COUN TY COD E.

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11 . PRIOR TO BEGINNING CONSTIRU CTI ON, CON TRACTOR SHALL EXPOSE ALL EXI STI NG UTILITY INVERTS TO WHI CH A TIE-I N IS PROPOSED AND HAVE ENGINEER VERIFY THE ELEVA TI ON AND ADEQUACY OF THESE INVERTS.

15. CONCR ETE USED FOR ROADWAY AND DRAINAGE .STRUCTIUR E MUST BE 3000 PSI PER FOOT STANDARD SP ECIFI CATI ONS SECTI ON 346. 16 . ALL DRAINAGE CU LVERT JOINTS SHALL BE WRAPP ED PER FOOT INDEX 280. 17. ALL CONSTRUC TI ON AND STOCKPILED VEGETP

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20. CON TRACTOR TO COORDINATE WITH THE COUN TY PR IOR TO THE SELECTI ON AND ORD ERING OF THE WATER METER AND/DR BACK FLOW PR EVENTI ON DEVICE ASSEMBLIES.

22. WHERE UNDERGROUND WATER MAINS AND HYDR ANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PR IOR TO V ERTI CAL CONSTRUCTI ON WORK .

THE OWN ER AND/OR OP ERATION/MAINTENANCE ENTITY SHALL NOT CONSTRUCT OR MAIN TAIN ANY BU ILDING OR STIR UCTIURE OR UNDERTAK E OR PERFORM ANY ACTI VITY IN THE WETLANDS, BU FFER AREA S, DRAINAGE EASEMENTS AND CONSERVA TI ON AR EAS.

IF CON TAMINATED SOIL AND/OR GROUND WATER IS DISCOVERED DURIN G DEVELOPMENT OF THE SITE, ALL ACTI VITY IN THE VICINITY OF THE CON TAMINATI ON SHALL IMMEDIATELY CEASE, AND WATER RESOURCES SHALL BE CON TACTED (PH: 941.275.9721: FAX: 941 .275.9729).

6.

THE REMOVAL OF NATI VE VEGETATI ON IS PROHI BITED WITHIN THE WET DETENTI ON POND. REMOVAL INCLUDES DR EDGING. THE APP LI CA TI ON OF HERB ICIDE, INTRODUCTI ON OF GRASS CARP AND CU TTI NG. THE PROP ERTY OWNER AND/OR -OPERATI ON/MAINTENANCE ENTITY SHALL NOT REMOVE NA TI VE VEGETATI ON TH AT BECOMES ESTAB LI SHED WI THI N THE WET DETENTI ON POND .

3.

THE OPERATOR ·SHALL ENSURE TH AT ADJACENT PROPERTIES AR E NOT IM PACTED BY WI ND EROSION, OR EMISSIONS OF UNCON FINED PAR TI CU LATE MATTER IN ACCORDANCE WITH RULE 62- 296 .320(4)(C)1. F.A.C., BY TAKI NG APPROPR IATE MEASURES TO STABILI ZE AFFECTED AREAS.

2.

21. ALL HYDRAN TS FOR THE SITE SHALL BE APPROVED AND TEST.ED BY THE FI RE DEPARTMENT PR IOR TO ANY COMBUSTI BLES BEI NG INTRODUCED TO THE SITE.

2.

THE OP ERATI ONA L ENTITY SHALL CHECK WEI R (AND/OR ORIFI CE) IN ALL CON TROL STRUCTURES PERIOD ICALLY TO ASSURE TH AT THEY ARE FREE FROM DEBR IS WHI CH MAY HAVE EFFECT ON THEIR HYDRAU LI C FUNCTI ON . ANY DAMAGES OR CLOGG ING NEED TO BE REPAIRED AND/OR CLEAN ED IMM EDIATELY.

9.

IRR IGATI ON SHALL BE BY WITH DRAWAL FROM LAKE WITH BACKUP BY WELL.

IN SP ECTI ON NOTES' TV VIDEO INSPECTI ON IS REQU IRED FOR ALL RCP STORM WATER PIPES WHI CH CONVEY RUNOFF STREETS (PUBLI C OR PR IVATE). LASER PROFILE IS REQU IRED FOR ALL ADS/HOPE STORMWATER PIPES WHI CH CONVEY RUNOFF STREETS (PUB LI C OR PR IVATE). FOR PIPE 48 INCHES OR LESS IN DIAMETER, PROVID E. THE ENGINEER A VIDEO DVD AND H EP ORT USING LOW BARR EL DISTOR TI ON VIDEO EQU IPM ENT WITH LASER PROFILE TECHNOLOGY, NON - CON TACT MICROM ETER AND ASSOCIATED SOFTWAR E (OR APPROVED EQUAL) TH AT PROVIDES: ACTUAL RECORDED LENGTH AND WIDTH MEASUREMENTS ACTUAL RECORDED SEPARATI ON MEASUREMENT OF ALL PIPE OVALITY REPOR T. DEFLECTI ON MEA SUR EMENTS AND GRAP HI CAL DIAMETER FLAT ANALYSIS REPORT. REPR ESENTATI VE DIAM ETER OF THE PIPE.. PIPE DEFORMATI ON MEASUR EMENTS, LEAKS, DEBRIS, OR DEVIATION IN PI PE LI NE AND GRAD E, JOINT GAPS, AND

OF ALL CRACKS WITHI N PIPE JOI NTS.

THE PIPE.

ANALYSIS REPORT IN

TERMS OF X AND Y AX IS.

OTHER DAMAGE OR JOINT MISALI GNM ENT.

DEFECTS.

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PHASE 2A 'STREETS" SHALL BE CONSTRUCTED TO MANATEE COUN TY TRANSPOR TATI ON DEPAR TIMENT STANDARDS AND MAINTAINED BY A HOM E OWN ERS ASSOCIATI ON .

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10. A 10' MINIMUM UTILITY EASEMENT ·s HALL BE LOCATED ALONG ALL FRON T LOT LI NES AND A 5' UTILITY EASEMENT ALONG ALL SIDE AND REAR LOT LI NES.

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11 . STANDARD RESIDENTIAL LIGHTING WILL BE PROVIDED ALONG THE ROADWAYS IN ACCORDANCE WITH MANATEE C OUNTY LIGHTING REGULATIONS AND STANDARDS. CURRENTLY NO LIGHTING IS PROPOSED IN AND AROUND THE AMENITY AREA AS IT WILL ONLY BE OPEN FROM DAWN TO DUSK. 12. CONSTRUCTION SCHEDULE : START JANUARY 2018 COMPLETION AUGUST 2018

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IT'S THE LAW! 1-800-432-4770

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!!UFFERUNE LEGAL DESCRIPTION

WE:TlANll LINE

LAKEWOOD RANCH PARCELS "CC" & "EE" DESCRIPTION : A parcel of land lying in Sections 29 and 32, Township 34 South, Range 19 East, Manatee County, Florida, and being more particularly described as follows:

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COMMENCE at the North 1/4 corner of said Section 32, run thence along the North boundary of the Northwest 1/4 of said Section 32, N.88°23'28"W., a distance of 40.35 feet to a point on the Westerly right of way line of {Proposed) 117th Street, said point also being the POINT OF BEGINNING ; thence along said Westerly right of way line of (Proposed) 11 ?th Street , the following seven (7) courses: 1) S.03°35'55"W., a distance of 505.46 feet to a point of curvature; 2) Southerly, 513.06 feet along the arc ofa tangent curve to the left having a radius of 1470.00 feet and a central angle of 19°59'50" {chord bearing S.06°24'00"E., 510.46 feet) to a point of tangency; 3) S.16°23'55"E., a distance of 368.37 feet to a point of curvature; 4) Southeasterly, 698.02 feet along the arc of a tangent curve to the left having a radius of 1010.00 feet and a central angle of 39°35'52" (chord bearing S.36°11'51"E., 684.21 feet) to a point of tangency; 5) S.55°59'47"E., a distance of 503.85 feet to a point of curvature; 6) Southeasterly, 199.93 feet along the arc of a tangent curve to the right having a radius of 390.00 feet and a central angle of 29°22'17" (chord bearing S.41 °18'39"E., 197.74 feet) to a pint of tangency; 7) S.26°37'30"E., a distance of 163.77 feet to a point of curvature on the Northerly right of way line of Gatewood Drive, according to Official Records Book 2667, Page 6323 , of the Public Records of Manatee County, Florida; thence along said Northerly right of way line of Gatewood Drive the following seven (7) courses: 1) Southerly, 58.12 feet along the arc of a tangent curve to the right having a radius of 37 .00 feet and a central angle of 90°00'00" (chord bearing S.18"22'30"W., 52.33 feet) to a point of tangency; 2) S.63°22'30''W., a distance of 194.73 feet; 3) S.60"45'32"W., a distance of 210.93 feet to a point on a curve; 4) Westerly, 798.94 feet along the arc of a non-tangent curve to the right having a radius of 770.00 feet and a central angle of 59°26'56" {chord bearing N.85"07'08"W., 763.58 feet) to a point of tangency; 5) N.55°23'40"W., a distance of 197.92 feet to a point of curvature; 13) Westerly, 559.63 feet along the arc of a tangent curve to the left having a radius of 1030.00 feet and a central angle of 31 °07'50" {chord bearing N.70°57'35"W., 552.77 feet); 7) S.84"58'33"W., a distance of 51.91 feet to a point on a curve, said point also being the Northeast corner of Gatewood Drive, according to Official Records Book 2192, Page 599, of the Public Records of Manatee County , Florida; thence along said Gatewood Drive , Westerly, 159.92 feet along the arc of a non-tangent curve to the left having a radius of 1025.00 feet and a central angle of 08°56'22" {chord bearing S.86°08'22"W., 159.76 feet); thence N.08°21'06"W., a distance of 518.79 feet; thence N.89°44'52"W. , a distance of 221.69 feet to the Southeast corner of LAKEWOOD RANCH COMMERCE PARK, BLOCK C, according to the plat thereof, recorded in Plat Book 38 , Page 160, of the Public Records of Manatee County, Florida; thence along the Easterly boundary of said plat of LAKEWOOD RANCH COMMERCE PARK, BLOCK C, the following four (4) courses: 1) N.10"04'36"W., a distance of 274.45 feet; 2) N.20"42'58"W., a distance of 1101 .03 feet; 3) N.27°29'52"E. , a distance of 330.00 feet; 4) N.47°27'03"E., a distance of 438.58 feet to a point on the Westerly boundary of Florida Department of Transportation Parcel 102-B, according to Official Records Book 2101 , Page 1228, of the Public Records of Manatee County, Florida; thence along said Westerly boundary of Florida Department of Transportation Parcel 102-B , the following four (4) courses: 1) S.01 °15'37"E. , a distance of 204.55 feet; 2) S.57"24'09"E., a distance of 266.10 feet; 3) S.22"14'40"E., a distance of 91.66 feet; 4) S.00°00'07"W., a distance of 54.55 feet to the Southwesterly corner of aforesaid Florida Department of Transportation Parcel 102-B ; thence along the South boundary of said Florida Department of Transportation Parcel 102-B, S.89"10'41"E., a distance of 120.98 feet to the Southeasterly corner thereof; thence along the Easterly boundary of said Florida Department of Transportation Parcel 102-B, the following three (3) courses: 1) N.00°42'10"E., a distance of 484.88 feet to a point on aforesaid North boundary of the Northwest 1/4 of said Section 32 ; 2) along said North boundary of the Northwest 1/4 of said Section 32, N.89"23'28"W., a distance of 330.29 feet; 3 ) N.01°15'37"W., a distance of 218.28 feet to a point on the Southerly right of way line of State Road 64 , according to Florida Department of Transportation Right of Way Map Section 13050-000 {Financial Project ID 1960223); thence along sa id Southerly right of way line of State Road 64, the following two {2) courses: 1) S.87"45'49"E., a distance of 399.62 feet to a point of curvature; 2 ) Easterly, 641.96 feet along the arc of a tangent curve to the right having a radius of 5679.58 feet and a central angle of 06°28'34" (chord bearing S.84"31'32"E., 641.62 feet) to the Northwesterly corner of Florida Department of Transportation Parcel 102-A, according to aforesaid Official Records Book 2101 , Page 1228, of the Public Records of Manatee County , Florida; thence along the Southerly boundary of aforesaid State Road 64, according to Florida Department of Transportation Right of Way Map Section 13050-000 (Financial Project ID 1960224), also being the Southerly boundary of said Florida Department of Transportation Parcel 102-A, the following three courses: 1) S.08°42'45"W., a distance of 21.02 feet; 2) S.78°52'13"E., a distance of 14.99 feet; 3) S.33"22'32"E., a distance of 40.84 feet to a point on aforesaid Westerly right of way line of {Proposed) 11 ?th Street; thence along said Westerly right of way line of {Proposed) 117th Street, the following three {3) courses: 1) continue S.33"22'32"E., a distance of 12.39 feet to a point of curvature; 2) Southerly, 23.88 feet along the arc of a tangent curve to the right having a radius of 37.00 feet and a central angle of 36°58'27" {chord bearing S.14"53'18"E., 23.46 feet ) to a point of tangency; 3) S.03"35'55"W., a distance of 62.18 feet to the POINT OF BEGINNING . Containing 95.578 acres, more or less.

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Surveyor's Notes: 1) Easements , rights-of-ways, set back lines, reservations, agreements and other similar matters taken from Old Republic National Title Insurance Company for Title Insurance, Commitment Title No. 17029319 with an effective date of March 23, 2017. 2) This survey is limited to above ground visible improvements along and near the boundary lines, except as show n hereon, and that nothing below the ground was located including, but not limited to foundations (footings ), utilities, etc. 3) Bearings show n hereon are based on the North boundary of the Northwest 1/4 of Section 32 , ToV1nship 34 South, Range 19 East, Manatee County, Florida, having a Grid bearing of N.00°12'04"E. The Grid Bearings as show n hereon refer to the State Plane Coordinate System, North America Horizontal Datum of 1983 (NAD 83-2011 ADJUSTMENT) for the West Zone of Florida. 4 ) All boundary line dimensions are fietd measured unless olheiv.rise noted . 6) Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited w ithout the w ritten consent of the signing party or parties. 7 ) On this draw ing , certify means to state or declare a professional opinion of conditions regarding those findings or facts w hich are the subject of the certification and does not constitute a w arranty or guarantee, either implied or expressed. This certification is only for the lands as described. This certification is not a certificate of title, easements , zoning or freedom of encumbrances. 8) The subject property lies in Flood Zones "A" and "X", according to Flood Insurance Rate Map, Map No. 12081C0331 E for Manatee County, Community No. 120153, Manatee County, Florida, dated August 28 , 2008 and issued by the Federal Emergency Management Agency . Lines show n have been digitally translated from DFIRM database information suppl ied by the FEMA Map Service Center

https://msc.fema.gov). 9) The lands described hereon may contain lands that are considered environmentally sensitive w etlands that are subject to claim or restriction by one or more of the follow ing agencies: Army Corp. of Engineers , Southw est Florida Water Management District (S.W .F.W.M.D.), or Department of Environmental Protection (D.E.P. ). Wetland lines and areas, if any, are not show n hereon.

Plot Date: 8/22/20 l 7 Datun1: NA\!D 88

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STORM WATER POLLUTION PREVENTION PLAN Contained on these plans and Viithin the following n.otes is a Storm Water Pollution Prevention Plan {SWPPP) Which hos been d'eveloped by Water Resource Associates, In c. in accordan·ee with the Fl orida Department of En vironme_n tal Protection's (FDEP) "National Pollutan t Discharge Elimination System" (NPDES) Generic Permit for Stormwater Discharg e from Lorge and Small Construct ion Activities-.

The following entit ies are identif_iet;l as team members of ''.SWPPP":: Wi:Jter Resource Associates, the Developer as Identified in the title box of these

plans. and the site contractor and his sub-contractors.

Each team

member has specific responsibilities and obl igations. In general , all team members, with regard to their involvement and responsibilities on the project, are to imJ?lement all necessary storm water management controls to assure complian ce with the NPDES Generic Permit f or Storm Water Discharges froi:n Constru ~t i on Activities, t he Southwest Florida Water Management District Permit, the applicable local governing agency (i.e. Manatee Coun ty, etc.) ar:id the guidelines listed in the SWPPP.. The duties and r esponsibilities of the team members as they pertain to the SWPPP are as follows.

A. Develop SWPPP Including, but not limited to, r etention/detention ponds, contr ol structures, erosion control methods and locations and stab~izot ion criteria. This design is in cluded within these construction plans and the following notes and instructions.

8.

Subm it and obtain the necessary design r elated storm water permits f rom the Florida Department of En vir onmental Protection, the Southwest Fl orida Water Management Distri ct and other applicable goverm ental bodies.

C.

Upon notification by the developer o'f hi s intent to commence constru ction, subm it a Notice of Intent to the FDEP on behalf of the developer and copy the contra ctor in cluding SWPPP certification and copy of the permit.

E.

An inspect ion form shall be completed for each inspection. An y permit violat\on s shou ld be noted and corrective measures shall be taken no .later than 7 days after the inspection occu rred. If revisions to the SWPPP ore needed, a report form for ch.onges in the SWPPP sholl be completed and a copy sent to Wa.ter Resource Associates. Th e original shall be kept on-site as documentation of the change. If the inspection passes, a cert ification that the fC.cility is in compliance with the SWPPP and the NPDES permit must be signed by a daly authorized representative of the principal executive official of the. operator of the SWPPP with one of the following qualifications:

1.

'Has successfully completed the Florida Stormwater, Erosion and Sediment Control Insp ector Trainin g Program.

2.

Successfu lly completed a sim ilar training program .

3.

Has enough practical on the job training to be qualified to perform the in spections.

H. Releases in Excess of Repor table Quantities,

1.

b. The operator shall submit within 14 calendar days of knowledge of the release a written description of: the release (including the type and estimate of the amount of material released), the date that such release occu rred, the circumstances leading to the release, and r emedia l steps to be taken, to the Fl orida Departmen t of Environmental Protection, NPDES Stormwater Section, Moll Station 2500, 2600 Blair Stone Road, Tallaha ssee, Fl orida 32399-2400; and

Complete and submit a Notice of Termination and certification for developer. The NOT's sliall be isubm itted no more than 30 days ofter {a) com pletion of the project and final stab ilization of the site or {b) when responsibility for the site has ended. Final stab ilizati on as defined by EPA is Wlien all soil disturbing activities at the site have been completed and a Uniform {e.g. evenly distributed, without large bare areas) perenn ial vegetative cover with a density of 70% of the· native Background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures. As an alternative, equivalent permanent stabilization m·easures (such as riprap, gob ions, or geotextiles) may be employed. The client sha ll notify Water Resou rce Associates. when one at these eriteria has been met.

Understanding of and willingness t.o comp ly with the Storm Water Pollution Prevention Plan no later than 48 hours prior to commencement 9f construction. Also, each subcontractor affected by the SWPPP must certify to the contractor that they understand and shall comp ly with the NPDES permit and SWPPP. A record of these certifications shall be maintained by the c.: ontractor on site.

B. During construction, assure complian ce with the designed Storm Water Pollution Prevention Plans prepared by Water Resource Associates and the NPDES G'e neric Permit for Storm Water Dischar ges from Lorge and Small Constru ction Activiti"es,

F.

Maintain a copy of the construction plans, which in clude the Storm Water Pollution Prevention Plan, the NOT, and an in spections reports and i;::ertifications on site. Undertake all reasonab le Best Management Pr9ctices {BMP's) to assure t hat sited or otherwise polluted storm water is not allowed to discharge f rom the site during all pha ses of constru ction. Stabil ization BMP's that may be used include: straw bale dikes, silt fences, earth dikes, brush barriers, drainage swales, check dams, subsurface drain, pipe slope drain , Level spreaders. storm drain inlet protection, outlet protection , sediment t raps, and temporar y sed iment basins. Detention ponds may also be used as temporary sediment basins. Additional BMP's that may need to be implemented include: providing protected storage areas fbr chemicals, points, solvents, fertilizers, and 0th.er potentially toxic materials. Providing waste receptacles at conven ient locations and providing regular collection of wastes, including building material wastes. Minimizing off-site tracking of sediments. Making adequate preparations, including training qnd eguipme.nt to contain sp ills of oil and hazardous materials. Comp lyin g with applicable state or local waste disposal, sanitary sewer or septic system regulations and the use of appropriate pollution prevention measures for all owable non - storm water components of discharge.

c. The stormwater pollution prevention plan r equ ired under Part V of this permit must be m.odified w.ithin 14 calendar days of knowledge of the rel e.ase: to provide a description of the r elease, the circumstances leadin g to the .release, and the date of the relea se. In addition, the plan must be reviewed to identify measures to prevent the reoccurrence of such r eleases and to respond to such releas.es, and the plan must be modified where appropriate .

A. Notify WRA of your intent to commence construction . Sign the Notice of Int ent f'orm as operator of the storm water discharge facility and permittee and return to Water Resource Associates, In c. B. Sign a Certification of Storm Water Pollution Prevention Plan and return It to Water Resource Associates, In c. C. Notify WRA when it is time to submit a Notice of' Termination as cjefined under P.a rt E of the Water Resource Associates section of the SWPPP. Sign and return to Water Resource Associates, In c. for subm ittal to FDEP a Notice of Termination form and certification.

PR E-DEVELOP ED SIJE INFORMATI ON: 1. Total site acreage ~ _,_,_.<_>_A_c_._ _ _ _ _ _ _ _ _ _ _ _ _ _ __ 2.

Land use:

Vacant Mixed (Residential)

3. 4,

Vegeta.tion:

Open

5. 6.

1. .2.

12. 'Mlere pumps ar e to be used to· remove turbid waters from construction areas, the water shall be treated prior to discharge to the wetlands. Treatment methods include, for exarnp.le, turbid water being pumped into grossed swales or appropriate upland vegetated areas (other than upland preservation areas and wetland buffers), ·sediment basins', or confined by an appropriate enclosure such as turbidity barriers or low berms, and kept .confined until turbidity level s meet State Water Qualit y Standards.

Total acres disturbed: _<_x._x_x_A_ c_ . --------------

14.

6.

Pre-de veloped "CN" number: - - - - - - - - - - - - - - - Post-developed "CN" nurnber:,_ _ _ _ _ _ _ _ _ _ _ _ _ _ __

7.

The BMP's listed in Part 0 of the Contractor sect ion of the SWPPP sha ll be considered during all phases of construct ion. Anticipated start ·date : ~J~a~n~u~a,_ry~2~0~1~8~-----------

8.

The storm water management system, up on com pl et ion and appropriate cert ifi cation and as-built submittals will be operated and maintained by; Moccasin Wallow Holdings, LLC

9.

The potential source of pollution f rom this project is on - site development and construction activity.

C. Maintenance procedures.

Discharge points. Constru ction entrances and exits .. Areas used for storage of exposed materials_

25 Year /24 Hour rainfall depth~:-';8~"~~~~~~-------Soil types: Wabasso Fin e Sand, Felda Fine Sand

The type of erosion contr ol barriers used shall be governed b y the nature of the construction operation and soil type that will be exposed. ,S ilty ahd .clayey material may require solid sediiri ent barriers to prevent turbid water discharge, while sandy material may need on ly silt scr.eens or have bales to prevent erosion . Floating turbidity curtain s should generally be used in open water situ·ations: Diversion ditches or swales may be required to prevent turbid stormwater run off from b_eing discharged to wetlands or at.her water bodies. It may be necessary to employ a combination of barriers, ditches and other erosion/turb idity control measures if condit ions warrant,

5.

B. The er osion and sediment controls identified iii the SWPPP to be

Stabfllzation measur.es (once· a month if fully stabili zed). Stru ctural contr ols.

At th e onset of construction, the Site Subcontractor, as the party responsible for iinplementation of the erosion and sediment contr ol pion , shall assess the above described conditions and factor s· with respect to relative' cost .e ffectiveness and select the appropriate methods of pro'tetlon . A fairly extensive li st of techniques are presented below but it must be str essed that any or al of the following may be necessary to maintain wa~er quality and quantity standards. Th e construction sequencing should be thought out in advance of initiation to provide adequate protection of water quality.

Anticipated completion date: ~D~e~c~e~m~b~ear~2~0~18~---------

A,. Th e specific areas to be iiispected and maintained that in cludes all the disturbed areas and material storage areas of the site.

The following shall be inspected a minimum of once. a week or within 24 hours after 0.'5 0 inches of rainfall :

Th e appr.opriate turbidity and erosion control methodologies selected by the Site Subcontractor for the this project shou ld be made following assessment of the plans and project site specific factors and after consu ltations as needed with the project engineer and appropriate agencies. The 'S ite Subcontractor will be r esponsib le for obtaining any and all necessary permits for such acti vity, several factors to consider are listed below: A. Cloy content in excavated materials and /or permeabilities rotes 8. Depth of cut in ponds, trenches. or utility lin es c·. Ambient ground water levels D. Actual rain fall amount's' and ti.me of year relative to normal rainy seasons E. P.i"oximity to wetlands, water bodies· or offsite. properties F. 'Class' designation of r eceiving water bodies {i.e., Outstan din g Fl orida Waters, shellfish harvest areas, etc.) G. Density, type, and proximity of upland vegetation to be retain ed during constru ction (for use as possible filtration areas} H. Fill height relative to natural grade and length and steeRness of the proposed slopes · I. Existing topography and directions of surface. flow J. Type of equipment used K. Project type L. Duration of construct i·on activities M. Separation distance of onsite ponds N. Ambient qua'l it y of surface and gro1,.Jndwater 0. Temp orar y stockpile locations and height~

13, The _Perrnittee st]alJ scheduJe. his operations s1,1ch that the are unprotected erodlb le earth exposed at any one time is not larger that the minimum area necessary for efficient constru ct ion operation, and the duration of exposed, uncompleted construction to the elements shall be as short as practicable. Clearing and grubbing shall be so scheduled and performed such that grading operations can follow immediately thereafter, Grading operation s shall be so scheduled and performed that permanen t erosion contr ol features can follow· immediately thereafter if conditions on the project permit .

3. 4.

E. lnspe ctidns and maintenance forms. F. The personnel assigned to each task .

Prior to construction, the Site Subconi:ractor is responsible for· having his dewatering plan and turbidity contr ol plan approved by the applicable re v.iewing agencies. Refer to the project's permit approvals and permit conditions for agencies requiring such review and approval. Questions concernin g appropriate techniques shou ld be addressed to those cigencies and/or discussed with the proj,ect engineer and owner.

Discha rges which exceed 0 (O.F.W.) N.T.U.'s over the background levels are in violation of state water quality standards. Discharges df water quan·tities which affect offsite properties or may damage wetl'ands are also prohibited by regulating agencies. 6_ The erosion and turbidity contr ol measures shown her eon are the minimum required for agency approval. Additional control and measures may be required due to the Site Subcontractor's construction sequence & unforeseen weather conditions. Any additional measures deemed necessary by the· Site Subcontractor shall be included in the lump sam bid witti no extra s for materials and labor allowed. 7. Ha y bales or silt scr eens shall be In stall ed prior to land clearing to protect water qualit y and to identify areas to be protected from clearing activities and maintained for the duration of the ,project until all soil is stabilized. 8. Floating turbidity barriers sha ll be in place in flowing systems or in open water lake edges prior to initiation of earthwork and maintained for the duration of the project until all soil is stabilized . 9. No clay material shall be left expos!'ld in any stormwater facility. If clay or sandy- cl'ays are encountered during stormwater storage excavation, the Site Subcontractor shall notify the Engin eer itnmediotely before proceeding with further excavation . If the En gineer of Record has determined that such soils are nan-confining and must be excavated to meet permit and design conditi ons, exc avation may proceed after obta ining written authorization from the appropriate g,overning agency. If said soil s are left exposed at the permitted and designed depth, the Site ,Subcontractor shall over- excavate the pond's bottom and side slopes by a minimum of twelve (12") in ches and backfill With clean sands to help prevent suspension of fine particles in the water column , 10. The in stallation of temporary er os ion control bafriers shall be coordinated with the construction of the permanenf er osion contr ol features to the extent necessary to assure effective and continuous control of erosion and water pollution t hroughout the life of the constru ct ion phase .

system ~·

Project type: Residental Anticipated constru ction sequence is as foll ows: 1. Complete erosion control installat ion 2. Clearing and grubb ing .3. Earthw ork activities 4, Storm water system construct ion 5. Utility construction 6. Base and pavement const'ruction 7_ Final stabilization

The .Site Subcontractor shall be responsible for lnstallation and maintenance of all er osion and turbidity controls and. the quality and quantity of offsite or wetland discharges.

5.

11.

I Forested

Receiving waters or municipal separate storm water Cabbage Slough

4.

PROJECT INFORMATION: .

Develop a. maintenance and inspection plan which includes, but is not lim ited to the foll owing:

D. The procedure to follow if additional work is required or whom to call.

This permit does .not authorize the disc·harge of hazardous substances or oil resulting from on on - site sp ill.

Developet

Notify Water Resource Associates and the developer in writing of any non -storm water pollutiqn sources Wh ich are being stored, or otherwise used during the constru ction of the project, i.e., fertilizers, fuels, pesticides, other chem icals. Th e notification should be accompanied with t he .c ontractor's design and methods to prevent pollu·tion run-off from t hese sources.

maintained and in spected and those additionaJ controls that the contractor deems necessary.

Th e discharge of hazardouS' substances or oil in the stormwater dischorge(s} from a facility or activity shall be prevented or minimized in accordance with the applicable stormwater pollution pre vention plan for the facility or activity. This permit does not relieve the operator of the reporting requirements of 40 CFR part 117 and 40 CFR part 302. Where .a release containing a hazardous substance in amount equal to or in ex cess of a reporting q·uantity establfshed under either 40 CFR 117 or 40 CFR 302, occurs during a 24 hour period : a, The operator is required to notify the State Warning Poin t (800- 210--0519 or 850-413-9911) as soon as he or she has kn9wl'edge of the disc'harge;

Submit to SIWWMD and the operator of the municipal separate storm water system,. If applicable, a letter of construct ion commencement.

A. Sign and return to WRA a Contractors Cer t ification Form certifying you r

E.

3.

in no case more than 7 days, in portions of the site where ·construction activities have t!;!mporarily Qr permanently ceased,

Cop tractor_

D.

2.

Retain inspection reports and certifications for at lea'st three years.

2.

C.

1.

G. Site stabilization measures shall be initiated as soon as pract'ical but

WRA. In c.

D.

GENERAL EROSION AND TURBIDITY CONTROL NOTES

AS REQUIRED UNDER F"AC 4-00, PART B, SECTION: 2.8.l(c) THE OWNER/PERMIT'l'EE ~SHAU. EN SURE THAT THE SURFACE. WATER AND STORMWATER MANAGEMENT MEASURES PR0POSED IN THE PLAN ARE EFFECTIVELY IMPLEMENTED .UNTIL COMPL£110N OF THE PROJECT OR UNTIL THE PERMENANT SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL" . THE "P.LAN" INCLUDES THE NOTES, DETAILS AND INSlRUCTIONS FOR STORMWATER MANAGEMENT PRESENTED THROUGH OUT THE PLAN SEET. THE OWNER/PERMITTEE HEREBY AGREES TO COMPLY WITH ALL -STORMWATER MANAGEMENT ITEMS CONTAINED WITHIN THE PLANS AS SUBMITTED FOR DISTRICT APPROVAL.

Water derived from vari ous dewatering methods shou ld be passed through suffic ientl y wide areas of existing upland vegetation to filter our excess turbidity, If this is not sufficient, the water shall be r eta ined in pre viously .constructed permanent stormwater ponds or else retained in tempor.ary sedim entat ion basins until clari ty is suitable to allow for it s discharge. Plugging the outfalls Tram completed stormwater ponds may be needed to avoid discharge. However. such ·sitL,1ations shou ld be monitored closely t o preclude berm failure if water levels rise too high.

15. Water can be transported around the :jite by the use of internal swales or by purnps and pipes. 1'6, Sheet flow of newly filled or scrap ed areas may be controlled or contained by the use of brush barriers, diversion swale s, interceptor ditches or low berms. Flow should be directed toward areas where sediments can sufficientl y settle out. 17. Exposed soil s shall be stab ilized as soon as possible. especially slope s leading to wetlands. Stabilization methods include solid sod, seeding and mulching or hydrornulching to provide a temporary or permanent gra ss cover mulch blankets, filter fabrics, etc. , con be employed to provide vegetat ive cover. 18. Er.ietg y dissipaters (such as rlp rap , a grovel bed, hay bales, etc.) shall De installed at the discharge point of pipes or swal.es if sco urin g is observed. 19. Attempt to install r oadway cu rb and gutters as soon as possible to redu ce the surface area for erosion to occur. 20. Implement stor rr:i drain inlet protection (hay bales or gravel) to limit sedimentation within the stormwater system. Perform inspections and peri odic cleanin g of sediments which wash out into the streets until all so il is stabilized'.

21. 22.

:23. 24. 25. 26. 27.

Water discharge velocities from impounded areas and temporary sedimentation basins shall be restricted to avoid scouring in receiving areas, If Water clarity does not reduce to state standa rds r apidly enough in holding ponds, it may be possible to use chemi aal agents such as alum to flocculate or coagu late the sediment particles. Hay bales, sflt screens, or g!"avel beds can be added around the pipe. or swale discharge points to help clarify discharges. Sp reader swales may help dissipate cloudy water prior to contact with wetlands. All fuel storage areas or other hazardous storage areas shall conforrn to accepted state or federal criteria for such containm ent areas. Vehicle or equipment washdown areas will be sufficiently r emoved from wetlands or offsite areas. Fu gitive dust controls {primaril y by using water spray trucks) shall be employed ds needed to contr ol windborn emissions. If the above controls remain ineffective in precluding rel ease of turbid water, espec ially during pond or utility line dewatering, the11 the well points or sock drains· to withdraw groundwater which may' already be clea r enough to allow for direct discharge to wetlands.

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IT'S THE LAW! 1~800-432-4770

28. Ongoing inspections and periodic maintenance by the Site Subcontractor shall occur thro4ghout construction as necessary to insure the above methods are working suitably. This may be needed daily, if cond ition s so warrant. Site Subcontractors are encouraged to obtain and thoroughly r eview The 1Fl orlda Development Manual: A Gu ide to Sound Land and Water; Management, which was developed by· the State of Fl orida Department of Environmental Pr otection in 198.8 . This provides fqirly in-depth discussions of recommen~ed techniques and also provides specific design and techn ical standards. A cop y of this document is available for review at Water Resource Associates, In c. 29. Spoil disposal loca t ions are to be located outside of all wetland JD lin es and buffer Lines shown on the plan . Spoil disposal locations rnust be self-contained, in that erosion control measures such as si'l t fence and/or hay bails must be in stall ed and maintained around each disposal area to prevent sediment run off beyond the limits of construction. 29. Fill stockpiles are to be located outside of all wetland JD lines and buffer lines sh own on t he plan , Fill stockpiles must· be self- contained, in t hat erosion control measures such as silt fen ce and/or hoy boils must be installed and maintained around each stockpile to prevent sediment runoff beyond the limits of construct ion. · Pond/Lake Excavation Note No excavation shall extend below the permitted design depth s/elevations shown on the drawings, ur:iless additional testing supports otherwise ; and no lower semi-confining unit clayey soil material and/or no lime stone materials shall be excavated, regardless if these materials are encountered within the permitted excavation dep:ths/elevations. If any lower semi- confining unit cloyey so il materials or limestone material:;; are encountered above the permitted depths/ele~ations, then excavation operations shall cease in" the general area and the En gineer of Record shall be notified irnrnediately.

STAKED SILT FENCE EROSION CONTROL NOTES: 1. TOl'llEVEllJ EDmllENTMf llUNDFF DWllMlll CONSTJIUClltlll IJfMED MA.TU.la,IJfMEllaT-Oltl-.a~~.::flEElll NIETO-~ATnOM·l.R9.01.FTFAL.La.oc..TICllll

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CCll9TllUC110NlllETllOOANDllA~TOllEIN~EMnl 9ECTION-..OFnE~IEJWmiENTOF......,_,.Alllllll

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m1'1!! lllfn8l'Tl!!DlllllMIFF _ , , . CONl'nllC'llON. C01m1ACTDR·--1·F01tlll!! _ _ _ 1111!

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EROSION CONTROL.DETAIL N.T.3

NON-SIOR'MWAIER DISCHARGE: All owab le (Potential ) Non - Stormwater Dischar ges· at the site: Waterline Flu sh ing , Dust Contr ol Water, External Building Washdown where no detergents are used, etc . Prohibited Non-Stormwater Discharges at the site: Discharges from Dewatering, Vehicle washing with detergen ts , etc.

RESPONSIBIUTIES: Th e Contractor{s) and/or Sub-Contractor(s) that will impl ement this Stormwater Pollution. Prevention Plan :

"I CERTIFY UNDER PENALTY OF LAW n1Af I UNDERSTAN D, AND SHALL COMPLY WJTH, TIJE TERMS AND CONDITIONS OF n1E STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LAR GE AND SMALL CONS1RUCTION ACTIVITIES AND TIJIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER"

CON "[RACTOR(S) AND/OR SUB - CON TRACTOR(S) SIGNATURE: "I CERTIFY UNDER PENALTY OF LAW TIJAT TIJIS DOCUMENT AND ALL ATIACHMENTS WERE PR EPARED UNDER MY DIRECTI ON OR SUP ERVISION IN ACCORDANCE WITIJ A SYSTEM DESIGNED TO ASSURE TIJAT QUAUFIED PER SONN EL PROPERLY GATHER AND EVALUA TE TIJE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF TIJE PERSON OR PERSONS WHO MANAGE ;rHE SYSTEM , OR TH OSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING TIJE INFORMATION. THE INFOR MATION .SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BEUEF. "TRUE, ACCURATE. AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFI CANT PENALTIES FOR SUBMI TTI NG FALSE INFORMATI ON, IN CLUDIN G TIJE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWIN G VIOLATIONS."

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CON1RACTOR(S) AND/OR SUB - CON TRAGTOR.(S) SIGNATURE:

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Plot Date: 8/22/20 l 7 Datun1: NAVD 88

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GRAVEL Fl~LED SANDBAGS ARE STACKED TIGHTLY

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BACK OF CURB

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CURB INLET

,,----SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE, FENCE WITH THREE TIES SPACED' AT 30" ON CENTER (SEE NOTE 1)

ATTACH THE WOVEN---~-, \\1 RE FENCE TO EACH POST WITH THREE WIRE TIES OR O THE ~ FASTENERS (SEE NOTE 1)

GUTTER GUTIER BUDDY

~ CURB INLET PROTECTI ON DETAILCD

CATCH BASIN

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FASTEN OVERLAPPING ENDS OF SILT FENCE MA TERI AL TO ADJACENT STAK ES WITH TH REE \\1R E TIES OR OTHER FASTENERS

A SECURELY FASTEN FENCE MATERIAL TO BOTH STAKES WITH WIRE TIES OR OTHER FASTENERS (TYPICAL IN 3 EVENLY SPACED VERTICAL LOCATIONS)

PLAN VIE W

WOVEN \\1RE FENCE WI TH SI LT FENCE MATERIAL COVER - -

BACK OF CURB

PONDING HEIGHT

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EXTEND WIRE FENCE A, MIN. OF 3" INTO GROUND PLACE THE END POST OF THE SECOND FENCE INSIDE: THE END POST OF THE FIRST FENCE

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CURB INLET

EXTEND SILT FENCE MATERIAL A MIN, OF 1'- 0''INTO GROUND

POSTS:

2 X 4 WOODEN STAKE

FENCE'

WOVEN WIRE, 14- 1/2 GA., 6" MAX. MESH OPENING

FABR IC: IN ACCORDANCE WlTH ASTM D 6461 LAlEST EDITI ON ,

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SECTI ON A-A

DIRECTION TO CREATE A TIGHT SEAL WITH THE: FABRIC MATERIAL

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DIRECTION OFRUNOFF WATERS

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NOlES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS VYHERE WAlER CAN PONO ANO ALLOW SEDIMENT TO SEPARATE FROM RUNOFF

1.

2. SANDBAGS OF EITI-IER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE

2. 3.

FILLED WITH GRAVEL, LAYERED ANO PACKED TIGHT.LY

DRIVE BOJH POST ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP

3. LEAVE ON E SANDBAG GAP IN TI-IE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW 4. INSPECT BARRIERS AND REMOVE .SEDIMENT AS NECESSARY. SEDIMENT AND GRAVEL MUST BE REM.DYED FROM THE TRAVELED WAY IMM EDIATELY

0

ATIAC HI NG TWO SI LT FENC ES N.T.S.

4.

ATIACH THE WOVEN WIRE FENCE TO EACH POS1HE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS. ALL .SPACED WITHI N THE TOP 8" OF THE FABR I C ~ ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. WHEN TWO SECTI ONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE- HALF THE HEIGHT OF THE FABRIC.. MAINTENANCE CLEANOU T MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-H ALF THE HEI GHT OF THE SILT FENCE MA TERIAL ABOVE GRADE. · ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.

SILT FENC E INLET PROTECTI ON - 4 -N. T.S.

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NOTES: 1. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE. (OR BOTH SIDE.S) AS REQUIRED.

FINISH GRADE

, SECURE LIFTI NG LOOPS TO OR

,,---------------~:-- UNDER SURROUNDING SURFACE.

R...USH SURFACE STONE TOWARD SEDl ~EN T TRAP Win-I HIGH VOLUME' WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. 2.

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3. SEDIMENT TRAP SHAU. BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY AND AT A MINIMUM SETBACK DISTANCE AS REQUIRED PER LOCAL JURISDICTION. 4.

INLET G R A T E - - - - - - -

SEE SWPPP SITE M°APS FOR LOCATION OF SEDIMENT TRAP(S),

5. CONTRACTOR TO LOCATE. TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH AlONG THE SIDES OF TI-IE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRC\,JITING/BYPASSIN.G THE EX.IT.

2,"XZ"X3/4" RUBBER BLOCK

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COLORED NYLON ROPE EXPANSION RESTRAINT

CEC TO SPECIFY GEOJE)(TILE FABRIC FOR SEPARATION CEC TO SPECIFY' COMPACTED SU8GRADE CEC TO SPECIFY GEOTEXTILE FA8RIC FOR DRAINAGE AND FILTRATION 6" CRUSHED STONE. 6A 10" MIN, DEPTH

REMOVE TRAPPED SEDIMENT WHEN BRIGHTL y COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN.

2.

GEOTEXTIL.E SHALL BE A WOVEN POLYPROPYLENE FABRIC TH AT &J EETS OR EXCEEDS REQUIREMENTS IN TH E SPECIFlCATIONS TABLE.

3,

PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WH EN .OIL SPILLS ARE A CONCERN .

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INSP ECT PER REGULATORY REQUIREMENTS .

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5.

TH E WIDTH , "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX.

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SEE SITE MAP FOR DESIGNED LOCATION AND GRADING. SEE 02370 SPECIFICATION FOR DIMENSIONS.

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THE DEPTH , "D", OF THE FlLTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCH ES.

7.

TH E LENGTH , "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.

LOW TO MODERATE FLOW GEDTEXTILE FABRIC SPECI FI CATI ON TABLE PROPER TIES TEST METHOD

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ASPHALT PA\oniENT

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PROVIDE' CUL~T AS REQUIRED TO CARRY PRE-EXISllNG DITCH A.OW. SEE PHASE I SITE MAP FOR LOCATION. (CEC TO SIZE PIPE)

300 LBS GRAB TENSILE STRENGTH ASTM D- 4632 20 % GRAB TENSILE ELONGATION ASTM D- 4632 120 LBS PUNCTURE ASTM D- 4833 800 PSJ MULLEN BURST ASTM D-3786 120 LBS TRAPEZOID TEAR ASTM 0 - 4533 80 % ASTM D- 4355 UV RESISTANCE 40 US SIEVE ASTM D- 4751 APPARENT OPENING SIZE ASTM D- 4491 FLOW RATE 40 GAL/M IN/SQ FT ASTM D- 4491 PERM ITTI VITY 055 SEC - 1 MODERATE TO HI GH FLOW GEOTEXTILE FABRIC .SPECIFICATI ON TABLE PROPERTIES TEST METH OD

CEC TO SPECIFY GEO"JD(TILE FABRIC FOR SEPARATION

SECTI ON A- A

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SECTI ON B- B

FILTER SACKS

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SEDIMENT

(GRATE ~TslN LETS)

1'."'.:"MIN.

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ISOMETRIC VIEW

DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

CONSTRUCTION ACC ESS@ N.T.S.

.

GRAB"tl"NSILE STRENGTH GRAB TENSI LE ELONGATION PUNCTUR E MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERM ITTI VITY

ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM

D- 4632 D- 4632 D- 4833 0-3780 D- 4533 D- 4355 D- 4751 D- 4491 D- 4491

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Plot Date: 8/22/2017 Datun1: NA VD 88

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· ·· · · · · · · · · · · · · · · · ·· ' · · · · · · · · .. · · · · · · · ·· · · · · · · · · · · · · · · · · · · ' · · ' · · · · · · · · · P.ROPERTY-1-L INE· · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · . · · · · · · ., · · · · · · · · · ' · · · + · · · · · · · WETLAND · · '" · · · · COM-W3 · · · · · · · · ' · · · · · · · " ·· · · · · · · · · · · · · · · · · · · · ,, · · · · · ' · · · .. · · ....___ · · · · · · · · · · · · · · · · · · · · · · · · · \ · · · · ·· · · · · · · · · · · · · · · · · \ · · · · · · · · ·· ·· · · \ · · · · .. · ' · ,. \. · · · · · · \ · · · · · · · · · · · · · ·· · · · · · \ · ·· · · ·· · · · · · · · · · · · · · · \ · · · · · · · · · · ·· · · · · · · · · · · · · · · · · \

+

.

·

·

·

·

·

·

·

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·

· · ... ·

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· · ·· · · · · ·

·

·

'

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..

··

·

204

· · · · · · · + · · · · · · · · · 30' WE-TLANEl · " '

' 205

"I

\

\

237

\~

236

\

233

232 PARKING TRACT

---

\

""" \ ·

C21

I I I I I

\ \

\

209

I

---------- -

-

r-\ I I

91+00

-

--+---:...___

- - ----1

10' UTl~J-----

EA5EMENT

126.63'

-

----

--

L48

--

-

I

I I

T

-

-

·

,,

·· ....

· · "·

·

·

·

·

·

· · · tlNE ' "' il

·

-- -

· .,

·

"' 30'"WETuAND·

BUFFER Litt.IE

... ·

·

·

,.

+

·

· ,,

· · · · · · · · · ·

·

·

· Line Table: Alignments

"I I

230

·

.. ·

·

\_

234

\

· ·

\_

-

BL G 31

235

·

· ., ' "' ......

\

LOT

I

· + BUF-E"ER l..INE .· · · · · · · · · ·· · · '' WETLANIJ LINE' · · · · · · · · · · · · · · · · · ·I · · · · · · · · · · · ·

·

·

·

\

/

·

·

+

\ R.O.W. LINE (TYP.)

\

·

·

·

·

\

\

\

·

......

·

·

BL

\

·

,,

238

\

"\

.,

\

·

·L

· · · · ·

· · ··

· · " ·

\_

' '

·

AREA

201

·

t

·

·

"'- '

~

·

I"-"' .,... "' . . " ......... "'..........

I I \

198

~

,;_

·

WETLAND

·

I

\

·

· · · · · · · + · ' · · · · · · · · · · · · ·

) "'

I

\

· · · · · + ·

I

\

· · · ·

197

·

·

CONSERVATION

··

·

I

PROPOSED STORMWATER POND

·

·

)>

I

\

·

+

I

244

\

-

· · · · · t · ·

·

·

· ' ·

\ 243

·

· ·

\

\

196

\

·

\ '

\

195

·

·

·

\

\

·

·

\

\

9. '

I I I

247

194

80'

40'

IF SHEET IS LESS 1HAN 22"X34", USE GRAPHIC SCALE

/

248

· .,

20'

SCALE: HORZ: 1"~40'

249

....___

M

---

251

/

/

·

' ·

N

/

193

"

98

0

/

192

·' · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·+ · · · · · · · · · · · · · · · · · · · · · · · · · ·

99

252

/

··

·

100

M

BL G 2

(

·

101

N

/

191

·

N M

0

ci

/

·

+

M

107"

/

190

·

ci

/

/

··

ci

0

~

/

/

· · ·

'

102

g

/

/

189

·

103

g N

M

104

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/

·

N

0

/

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ci

/

/

/

~

58+

g

M

/

188

en

z

59+00

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/

/

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M

"'

g

/f,c::,"'

/

0

ci

N

> UJ

/

/

PROPOSED STORMWATER POND

' '

187

/

/

183

\

/

177

0

M

/

/

/

184

\

/

/ /

N

---------

/

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176

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116

ci

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60+00

174

\

----

8118 o117 0 ci

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t

____ J

----:--r-- --

/

\

'

10' UTILl1 Y } EASEMENT

173

LOT TRACT

I-

120.00'

172

PARKING

/

1

170

/

-

I 50'

10 119

0 ::> "' I!,

....

120.00'

lc,

<~

0

169

171

\

·

"

/

---- -

u. o .... o-

168

/

~

- -

"'

N

/

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/

· '

\

·

g

5

BLD

~,I

120.00'

--'

\ I

/ WETLAND LINE

0

/

BUFFER LINE

·

·'

·

·

·

~ ·

30' WETLAND _ / "

..

·

· · ·

~

/ ·

·

167

\!:)

_ _J

Lir'le#

length

L47

396.09

547° 50' 26.62"W

L46

647.72

538" 52' 41.ll"E

L48

296.76

578" 56' 29.71" E

Direction

Curve Table: Alignments Curve#

Radius

Length

Chord Direction

C19

300.00

223 .06

569" 08' 29.93"W

C20

300.00

231.79

516" 44' 38.31"E

C21

100.00

50.30

N86° 38' 56.94"E

Plot Date: 8/22/20 17 Datun1: NAVD 88

202

115

114

113

8

112

111

110

109

g

0

~

8

0

ci

ci

0

108

N

N

N

~

~

~

0

ci

ci

N

I I

I

I I

~

! o

L4S

:I

57+00

'

I I I

\

0

N

ci

0

~

\

lo

I

I

I

1

· ·

·

·

·

..

·

·

· ·

·

·

·

·

· · · · · · · · · · · · · · · · · · · · · · · · · ·

·

·

·

,.

·

·

·

·

· · · · ·

·

· · ·

·

·

·

·

·

·

·

·

·

· ·

· · · · · · · · ·

·

..

·

· · ·

·

.

·

·

·

·

·

·

· ·

· · · · · · '\ .. · · ' · · · · · · · · · · · ·· · · · · · · · · · · · · · · · .. · · · · · · · · · · ·

· · · · · ·

·

·

·

· · · · · · · · · · · · · · · .. · · · · · · · · · · · · · · · · WETLAND · · · · · · · "" CONSERVATION "' AREA · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · .. · · · · · · · · · · · · · · · · · · " · · · · · · · · · · · .. · · · · · · ·

· ·

· ·

·

-----+

·

· ·

·

·

·

·

·

Curve#

Length

Radius

Chord Direction

I

CllS

7.42

SS0.00

NlS" 23' 41"W

I

C116

39.99

S2S .OO

N16' 34' 4S "W

C117

49.SS

S2S.OO

Nll" 40' 31"W

line#

length

L43

1SS.2S

NlS' 4S' 39.61"W

L44

192.SS

NS" S7' 12 .91"W

L4S

33S.42

NS9' 33' 26.7S"W

Direction

--- -

0

I I I

I

-- \ -- -----

I

I I

I I

I

I

SCALE : HORZ: l "=40' IF SHEET IS LESS 1HAN 22"X34", USE GRAPHIC SCALE

Curve#

Radius

Length

C16

SS0.00

94.14

N13° Sl' 26.26"W

C17

164S.OO

201.44

NS' 26' 43.SO"W

ClS

62.00

94.Sl

N4S 44' S0.72"W

Chord Direction

0

I

\ \

I

I I \

\ I

\

I

\

\

I

___ ---"\

I\

I

......-r--

\

I

·

80'

I

\

\\

PROPOSED STORMWATER POND

40'

\

I

\

20'

Curve Table: Alignments

\\

EXISTING LIFT STATION

\

·

\

·

I

LOT 1 (62' x 130')

I \

I

.

.)..--

\

\

I

\

I

I LOT2 (62' 130')

x

I

I

\

\ I

\

I

I

\ \

I

\

I (62'

x 130')

20' DRAINAGE

EASEMENT )

I .---

\ \\ \ \\, \\\ \ \'\ I

I

\

I

\ I

PARK I AMENITIES AREA

\ I

\ LOT4

I

\

\ PARK I AMENITIES PARKING LOT

R.O.W. LINE (TYP.)

\ I I

\'\

I LOT3 (62' x 130')

I

\\\

\

I

-

I I

\

\

LOT LINE (TYP.)

\

I I

- - - - -- -

N

Line Table: Alignments

I I I I I

I

· · '-. · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·

·

"'"'

Curve Table

\ \\ \ \\ \ \\,

I I I I

·

·

>

I

I

I

· · · ·

·

NS' S7' 12.91"W

2+00

I

\

22.lS

\\

I

·

L162

I I

I

+

I

z

0

if)

I

I I I I

I

· I

NlS" 4S' 39.61"W

I

/-~~ -_-----.._ ·

30.02

\\

\

_

I \.-

46oo -

L161

I

I

I

I

I I I I

I

I I I

ROADH (PUBLIC)

NlS" 4S ' 39.61"W

I I

I I

- -- - -

62.00

I I

I I

---

L160

if)

I

I

N

NlS" 4S' 39.61"W

I I

I I

~

~

N

63.27

I I

I I

8

L1S9

Direction

I

I

g

length

I

I

g

line #

I I I I

I'

- - - --L.f-

Line Table

I I

I

I

10' UTIL EASEM E T

"'

I

I

N

~

>-

I

I

PROPOSED STORMWATER POND

0

8

I

I I I I

ci

N

.

I

4

BLD

I

\

\

\ I I I \

\

LOTS (62' x 130')

I \ I I

\

, __ Plot Date: 8/22/20 l 7 Datun1: NAVD 88

203

. .......

\

...

+

·

·

·

· · · · · · ...

·

·

..

·

·

WETLAND COM-W3

·

·

+

-4-

·

+

·

·

·

·

·

I I I I I I I

...

·

·I

..

-..i.·++

·

+

+

+

·~

· ·

. . . . ... . .

+···~

+

·

·

..,30' WETLAND · ,. BllFFEij. L IN~ +

·

·

·

225 120.0Q'

210 120.00· t.O N

211

· ·

·

·

+

·

·

·

·

· ·

·

·

·

/

120.00·

/

N

./ (

a

-../

216

a:i

I I

217

0 00

·

·

·

· · · ·

I

I~

I

Line Table Line#

Length

L146

33.09

L147 L148

Length

Radius

Chord Direction

NS" 21' 09.6S"E

C93

39.94

37S.OO

N8° 24' 13"E

62.00

NS" 21' 09.6S"E

C94

SS.04

37S.OO

NlS" S3' 19"E

62.00

NS" 21' 09.6S" E

C9S

SS.04

37S.OO

N24" 4S' 2S"E

L149

66.00

NS" 21' 09.6S"E

C96

38.21

37S.OO

N32" 06' 3S"E

LlSO

66.00

NS" 21' 09.6S"E

C97

SS .60

22S.OO

N43" 13' 49"E

LlSl

19.27

NS" 21' 09.6S"E

C98

SS.60

22S.OO

NS?" 23' 17"E

L1S3

80.76

ss· 21' 09.6S"W

C99

SS.60

22S.OO

N71° 32' 46"E

L1S4

62 .00

SS' 21' 09.6S"W

ClOO

SS.60

22S.OO

NBS" 42' lS"E

LlSS

66.00

SS' 21' 09.6S"W

C101

18.70

22S .OO

S84" SO' OS"E

L1S6

66.00

ss· 21' 09 .6S"W

C102

Sl .33

32S.OO

S86° SS' 43"E

L1S7

33.60

ss· 21' 09.6S"W

C103

91.S9

32S.OO

NSO" 2S' 24"E

LlSS

16.29

S3S 01' 42.91"W

C104

91.S9

32S.OO

NSO" 2S' 24"E

C114

SS.04

37S.OO

S82° S9' SS"W

0

l

I

·

·

·

·

...

...

· · ... +

...

17S.OO

S77" 22' 17"W

·

...

·

C112

7.63

37S.OO

N83" 02' 13"W

·

·

·

17S.OO

S46" 06' 46"W

C108

SS.92

32S.OO

S20° 30' OS"W

C107

42 .97

32S.OO

S9" 08' 2S"W

C106

39.13

7S.OO

S9" 3S' 42" E

ClOS

39.13

7S.OO

S39° 29' 27"E

C91

61.37

12S.OO

N19" 38' 22"W

C92

23.84

12S.OO

NO" 06' 38"W

·

·

,.

.....

·

L3 1 L32

308.36 16.29

SS" 21' 09.6S"W

· ·

.......... ·

...

·

+

·

·

·

·

2S2.S8

·

·

·

·

·

+

S3S" 01' 42.91"W ss· 23' 24.so"w

·

Curve#

Radius

Length

Chord Direction

Cl

100.00

104.36

524" 32' 34.49"E

C2

3SO.OO

181.28

520' 11' 26.28"W

C3

200.00

218.23

566" 17' 13.96"W

C4

3SO.OO

160.38

584" 2S' 06.03"W

·

·

+

·

..

·

'

~

·

...

,.

..

.

..

"'

...

·I'

·

.,

..,

...

....

·

'4'

...

· · ,,

··

·

·

~

·

. .

.

... ·~

+

·

·

20' DRAINAGE EASEMENT

I "'

\

LOT66 (62' x 130')

\ t>

·

\

--C101

- - - - - - - - "0;;0:; ·-1 (103

(102

-

-

- -+--

--- -- -:-:::: C114

Cl13

--------

N

\

LOT67 (62' x 130')

I

I

LOT70 (62' x 130')

!J

T

I ;;

I ~1 I

LOT78 (62' x 130')

/ I

80'

SCALE: HORZ : l "~40' IF SHEET IS LESS lHAN 22"X34", USE GRAPHIC SCALE

\

_[

I I I

20' DRAINAGE

~ASEMENT

-.1..:i:o.000·

-

_Ns~s· S0.3S"W

I

PROPOSED STORMWATER POND

LOT71 (62' x 130')

130.000' NS4 ° 38' S0.3S"W

M ~

I I I

584" 38' S0.3S"E 16i'.566'

LOT72 (62' x 130')

I I

I

LOT77 (62' x 130')

!~1

....

I I

I :J I

S84" 38' S0.3S"E 171.576'

166.523'

J

* I / :J

I I IN

I I \

\ ,..I

·

~I

(TYP)~I I

-

IB!

00

I ,_,

I I

R 0 W. LINE

· · · · ·/ · · · ./

Li

0)

I I

\ ·

~

I

584° 38' 50.35"£ 191.114'

·

-

N84 ° 38' S0.3S"W

(62' x 130')

·

z

40'

i3G.aoo'

LOT BO (62' x 130')

LOT 79

·

N

z

20'

... ...

- ; D;:;N,;;; EASEMENT

·\

0

:...

---

0

LOT68 (62' x 130')

181.235'

·

\,,_ \

NM

\

LOT64 (62' x 130')

LOT 6S (62' x 130')

LOT69 (62' x 130')

·

· · · · · · · +WETJ_ANQLINE,, + · · · · · · · · + ·

·

\ '&<

"'

mi<> ·~ ~ ,-1 mm

·'

\~-o'b\ -0 o,

I

?'-

LOTB 1 (62' x 130')

· · ·

·

\

~. '(Y.

584° 38' s;JS"E-

+

·

--_,, /07'

N84o 25' 33.83"E

·

"'

I

I I I

2 43.98"f

·

+

/i

I El

·

"'

\

·

+

I

1 l::r - -

LOT76 (62' x 130')

·

M

I [')

10' UTI LIT'I EASEMENT

·

0

------c 12 -

Y

I I

S7g·3,

\

· · · · · "'\

· ·

·

+

I

LOT B2 (62' x 130')

·

·

0 ~m

I I

\

·

· · · ·

...

....

\

/7

\

·

·

~

+

+

· · ++ \ +"'++-IV·l·.i.,,._+

Curve Table: Alignments

+

·

·

M

w

Cfl2+00

I

/~

·

+

..

L33

·

\::::::::::::::::::.. ·I

Direction

·

COM-W3

Line Table: Alignments l ength

·

· · · + · · · · · ·· · · · · · · · · · · · · · · · · · · · · · · · · · · · ·

line#

·

~

·

......,_,.

·

v

/ "<.,">/

I

. ..... ..

123.24

67.71

·

--

/

I LOT B3 (62' x 130')

+

1-3++0_0_ _

c .,..

I

I

...

+

Clll

CllO

·

LOT SO (62' x 130')

ci

--t

9'b ,,,,,

I

I I

· · · · · · · · · · · · · ·· · · · · · · · · ,· · · · · · · · · · · · · · · · · · · · · · · · · · · · ~ET~D ..,. " ·

N88° OS' 3S"W

S31" 33' 07"W

- _J

-

"' \ ·

,,,,,,.

/

\ \

37S.OO

32S.OO

-

-

I I

./

+

- - c99

N

"'Cl

"'"'

m

/

/

SS.56

39.44

/

/

C113

C109

PARKING LOT TRACT

I

/

-- _...1--- - '

/ /

-----J

·

/

/

/

/

..........

- - -ClO{j"' - -

/

120.00·

I

i

Curve Table Curve#

Direction

218

I

J.

10' UTILITY EASEMENT\_. -

u

>

IX)

ef-

LOT 86 (62' x 130')

LOT BS (62' x 130')

x

\!>

.....::.~

a:i

c>

N

·~ ~'

a

(J)

LOT B9 (62' 130') 0

(62' x 130')

Y"~

120.00'

I

I I

LOT 87

,o "'

00 N (!)

¢

LOT SB (62' x 130')

'{.\

219

I

! l_~j

\ +

if)

_ V'~

120.00·

I I I I I

I

-

"-..

24.00'

22 1 220

~

0 ~

120.0Q'

5

z

34.oo·

+

I I I

120.00'

if)

10' UTI LITY 120.00' EAS EMENT

0

I I

120.00·

BLDG 30 24.oo·

~~fEi

I I

120.00'

,..,ci ~

222

0 ::i ~e:. 0

I

215

C> C>

\)l

so· ow

,....

./

229

a:i

120.00·

I

ao-1

I I I I I

214

i I

f

I

/

223

34.oo·

I I I I

/

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I

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10' UTILITY 120.00' EASEM ENT

-

2260:

120.00·

I I I

I

212

a:i

I I

I

120.00·

a -../

224

I I I I

120.00'

·

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120.00·

213

·

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Length

Radius

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L112

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140.27

190.00

586' 00' 18"E

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108.64

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C27

140.27

190.00

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L114

62.37

546' 14' ll.59"E

C28

140.27

190.00

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L115

60.79

546' 14' 11.59"E

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140.27

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50.58

546' 14' 11.59"E

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91.25

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60.21

558' 50' 33.84"E

C40

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L119

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558' 50' 33.84"E

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558' 50' 33.84"E

C36

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546" 14' 11.59"E

C38

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60.00

585° 36' 21"W

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6.64

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Length

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41.80

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Plot Date: 8/22/20 l 7 Datu1n: NAVTI 88

207

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