Building and Development Services Public Hearing 1112 Manatee Avenue West, 4th Floor, Bradenton, FL 34205 Phone number: (941) 748-4501 ext. 6878 MEMORANDUM To: Margaret Tusing, Planning Section Manager From: Bobbi Roy, Senior Planning and Zoning Technician Date: June 12, 2019 Subject: Agenda Update for June 12, 2019 Planning Commission
THIS MEMO AND THE CHANGES INDICATED BELOW ARE REFLECTED IN THE ELECTRONIC AGENDA (E-AGENDA)
6. Ordinance 19-11 Lakewood Centre DRI#27 PLN1812-0025 – Quasi-Judicial – Rossina Leider, Principal Planner – Revised Motion to continue to July 11, 2019 at 9:00 a.m., or as same may be heard and to be readvertised.
7. PDMU-06-30(G)(R5) Lakewood Centre General Development Plan PLN1812-0026 – Quasi-Judicial – Rossina Leider, Principal Planner – Revised Motion to continue to July 11, 2019 at 9:00 a.m., or as same may be heard and to be readvertised.
9. PDMU-19-05(Z)(G) – Springs at Ellenton/IMG Enterprises, Inc. PLN1902-0194 – Quasi- Judicial – Jamie Schindewolf, Planner II – Updates to staff report, Revised General Development Plan and a Project Narrative attached
10. 9:00 am Time Certain – LDCT-18-05/Ordinance 19-02 – Land Development Code Text Amendment/Accessory Dwelling Units PLN1810-0049 – Legislative – Josh Dan, Planner I – Changes to Staff Report/Ordinance and Public Comment Letter attached
PRISCILLA TRACE REGGIE BELLAMY STEPHEN JONSSON MISTY SERVIA VANESSA BAUGH CAROL WHITMORE BETSY BENAC District 1 District 2 District 3 District 4 District 5 At Large At Large
NOTES: 19. PROPOSED COMMERCIAL BUILDING WILL MEET THE HEIGHT REGULATIONS AND SETBACKS UNDER LDC 401.3.D.2.C 401.3.D.5 401.5. 18. PROPOSED USES ARE INCLUDED IN THE REQUIRED USE TABLE. RESIDENTIAL PARCEL WILL BE MULTI-FAMILY. COMMERCIAL PARCELS 17. PARKING WILL BE PROVIDED IN ACCORDANCE WITH THE LDC SECTION 1005, EXCEPT AS NOTED ATTACHED SPECIFIC APPROVAL 16. ALL PROPOSED SANITARY SEWER, RECLAIMED AND POTABLE WATER SYSTEMS, INCLUDING OFFSITE SEWER WILL BE 15. THE PROPOSED POTABLE WATER, AND/OR WASTEWATER FACILITIES SHOWN ARE CONCEPTUAL ONLY AND INCLUDED TO 14. ALL LANDSCAPING SHALL BE IN COMPLIANCE WITH 700, 701 AND 900 OF THE LDC. TREE REPLACEMENT WILL ACCORDANCE 13. ALL THE SIGNING AND PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH LATEST EDITIONS OF MANUAL ON 12. ALL IRRIGATION SHALL USE THE LOWEST QUALITY WATER AVAILABLE WHICH ADEQUATELY AND SAFELY MEETS NEEDS OF SYSTEM. ALL PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE A MINIMUM OF 21" ABOVE THE CROWN ADJACENT ROADWAY OR 11. SOLID WASTE DISPOSAL WILL BE PROVIDED BY MANATEE COUNTY DUMPSTER OR COMMERCIAL CAN PICKUP. 10. THE SITE IS CURRENTLY ZONED A-1 AND PDMU. FUTURE LAND USE CATEGORY MU RES-6. PARTIALLY WITHIN 1. .INFRASTRUCTURE CONSTRUCTION WILL BE COMPLETED WITHIN THREE YEARS UPON PLAN APPROVAL AND CERTIFICATE OF 9. THERE WILL BE PROPOSED SIGNS TO IDENTIFY THE DEVELOPMENT. SIGNAGE IN COMPLIANCE WITH SECTION 600 AND 900 OF LDC. 8. 20. RESIDENTIAL AMENITIES MAY INCLUDE, BUT ARE NOT LIMITED TO, CLUBHOUSE, FITNESS CENTER, POOL, AND PET PLAYGROUND. LIGHTS MAY BE INSTALLED AT THE DEVELOPER'S OPTION. STREET AND SECURITY LIGHTING WILL MEET OR EXCEED REQUIREMENTS OF 7. ELEVATIONS SHOWN WITHIN THIS PLAN SET ARE BASED ON NAVD 1988 VERTICAL DATUM. CONVERSION FACTOR IS + 0.98 TO 1929 NGVD. 2. .THERE ARE NO KNOWN WELLS ON SITE. IF ANY FOUND SITE THEY WILL BE CAPPED IN ACCORDANCE WITH COUNTY 6. .THERE ARE NO KNOWN FOUNDATIONS, MOUNDS, MIDDEN AREAS OF HISTORIC ORIGIN OR PLATTED STREETS. WETLANDS ON SITE. 5. SUBSURFACE IMPROVEMENTS AND LANDSCAPE FEATURES HAVE NOT BEEN LOCATED EXCEPT AS SHOWN. 3. .THE PROPERTY LIES WITHIN FLOOD ZONES "X" AS SHOWN ON INSURANCE RATE MAP PANEL No. C12081C0167E, DATED MARCH 17, 2014. 4. REQUESTING REDUCED PARKING FOR THE MULTI-FAMILY USE. CONSTRUCTED TO MANATEE COUNTY STANDARDS. AND LOCATION OF THE FACILITIES WILL BE FINALIZED DURING FINAL SITE/CONSTRUCTION PLAN REVIEW PROCESS. GRAPHICALLY DEMONSTRATE THE INTENT TO COMPLY WITH REQUIREMENTS OF SECTION 803 MANATEE COUNTY LDC. SIZE ABANDONED TREE FARM. SECTION 900 AND 700.03 OF THE LDC TO BE REVIEWED APPROVED BY STAFF AT TIME FINAL SITE PLAN APPROVAL. IS AN MANATEE COUNTY PUBLIC WORKS DEPARTMENT - HIGHWAY, TRAFFIC AND STORMWATER STANDARDS. UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) DESIGN STANDARDS, AND THE POTABLE WATER FOR IRRIGATION WILL NOT BE ALLOWED. STORM WATER REUSE, RECLAIMED USE, GREY IRRIGATION SYSTEMS AND/OR SHALLOW WELLS SHALL BE USED. THE USE OF RESTRICTED TO THOSE IN THE USE TABLE. IF WITHIN THE 100 YEAR FLOOD PLAIN A MINIMUM OF ONE FOOT ABOVE ELEVATION. LEVEL OF SERVICE APPROVAL. REGULATIONS. ENTRANCEWAY AND COASTAL PLANNING AREA. SECTION 806 OF THE LDC. RESIDENTIAL PARCELS: BUFFERS: REAR: REAR: PROPOSED SQUARE FOOTAGE PROPOSED FAR REAR: FRONT (50' RIGHT-OF-WAY): FRONT (29TH STREET EAST): PROPOSED NET DENSITY 12.37 DU/AC PROPOSED GROSS DENSITY PROPOSED UNITS PROPOSED PRESERVATION AREA PERIMETER GREENBELT BUFFER: ROADWAY (29TH ST. E.): PROPOSED AMENITY (20,000 SF) NET ACREAGE (MAXIMUM OF 75% REQUIRED OPEN SPACE CAN BE POND OR 2.5 AC.) SETBACKS: SETBACKS: (MAXIMUM OF 75% REQUIRED OPEN SPACE CAN BE POND OR 5.35 AC.) SITE DATA: COMMERCIAL PARCELS: SIDE: STORMWATER SIDE: STORMWATER STORMWATER MAXIMUM HEIGHT: MAXIMUM SQUARE FOOTAGE MAXIMUM FAR: OPEN SPACE REQUIRED (25%) MAXIMUM HEIGHT: OPEN SPACE REQUIRED (30%) MAXIMUM GROSS DENSITY: WATERFRONT: WETLAND ACRES ACRES WATERFRONT: WETLAND BUFFER: 8' BETWEEN BUILDING AND PARKING TOTAL: WETLAND IMPACT WETLAND ACRES ACRES WETLAND BUFFER: TOTAL WETLANDS TOTAL PROJECT AREA: (60TH AVE. E.): COMMERCIAL RESIDENTIAL RES-6 (6 DU/AC X 12.84) MU (30 DU/AC X 10.91)
0.26 150,000 SF 13.42 ACRES 23.75 ACRES 204,601 SF 0 ACRES 15' 23.60 ACRES 0.15 ACRES 0.35 3.36 ACRES 12.29 DU/AC 292 UNITS 404 UNITS 77 UNITS 327 UNITS 0.46 0.47 ACRES 7.13 ACRES 5.13 ACRES 0.15 ACRES 13.42 ACRES 23.75 ACRES 37.17 ACRES 4.36 0.72 ACRES 15' 10'/20' BETWEEN BUILDINGS/ 15' 30' 30' 35' (2 STORIES) 30' 30' 20' 20' 20' 25' 20' 20' 0 ACRES 4 STORIES
ACRES ACRES GENERAL DEVELOPMENT PLAN 37th ST E - MENDOZA ROAD DEVELOPMENT MIXED USE SECTION 9, TOWNSHIP 34 SOUTH, RANGE 18 EAST
REZONE TO PLANNED 17th ST E - MEMPHIS ROAD MEMPHIS - E ST 17th PID# 812700189, 813000059, 812300059, 814000055
LEFFINGWELL AVE FUTURE LAND USE: MU/CPA AND RES-6/CPA MANATEE COUNTY, FLORIDA EXISTING ZONING: PDMU AND A-1 TO SERVE: SPRINGS AT ELLENTON 37th ST E - MENDOZA ROAD PROPOSED ZONING: PDMU LOCATED IN:
I-75
72nd AVE E - VICTORY ROAD 1 05/17/19 KGH REVISIONS RESPONSES TO COUNTY COMMENTS DESCRIPTION 151.29 FEET; THENCE N`02°00'32"`E, A DISTANCE OF 29.19 FEET; THENCE N`44°43'11"`W, A DISTANCE A N`44°43'11"`W, THENCE FEET; 29.19 OF DISTANCE A N`02°00'32"`E, THENCE FEET; 151.29 LYING AND BEING IN SECTION 9, TOWNSHIP 34 SOUTH, RANGE 18 EAST, MANATEE COUNTY, FLORIDA. OF DISTANCE A N`03°42'15"`E, THENCE FEET; 107.28 OF DISTANCE A N`31°02'38"`E, THENCE FEET; OF DISTANCE A N`41°32'41"`W, THENCE FEET; 97.01 OF DISTANCE A N`51°19'57"`W, THENCE FEET; OF DISTANCE A N`38°42'12"`W, THENCE FEET; 58.76 OF DISTANCE A N`42°58'01"`W, THENCE FEET; THE TO FEET 581.99 OF DISTANCE A S`00°08'22"`E, CENTERLINE SAID ALONG NORTHWESTERLY THENCE THENCE CREEK; A TANGENCY; OF CENTERLINE THE WITH OF INTERSECTION POINT A TO FEET CURVE SAID OF ARC THE ALONG SOUTHERLY THENCE FEET; 3511.56 OF RADIUS A HAVING LEFT N`43°06'45"`W, A DISTANCE OF 81.28 FEET; THENCE N`15°54'38"`W, A DISTANCE OF 224.07 FEET TO FEET 224.07 OF DISTANCE A N`15°54'38"`W, THENCE FEET; 81.28 OF DISTANCE A N`43°06'45"`W, N`10°08'03"`W, THENCE FEET; 86.94 OF DISTANCE A N`01°34'57"`E, THENCE FEET; 70.38 OF DISTANCE N`51°47'30"`W, THENCE FEET; 34.91 OF DISTANCE A N`51°47'30"`W, THENCE FEET; 76.73 OF DISTANCE S`66°22'07"`W, THENCE FEET; 59.25 OF DISTANCE A S`37°04'02"`W, THENCE FEET; 38.73 OF DISTANCE PROJECT DATA: 84.55 FEET; THENCE N`78°41'32"`W, A DISTANCE OF 53.45 FEET; THENCE S`86°20'54"`W, A DISTANCE A S`86°20'54"`W, THENCE FEET; 53.45 OF DISTANCE A N`78°41'32"`W, THENCE FEET; 84.55 PREPARED FOR: DISTANCE A N`39°48'53"`W, THENCE FEET; 48.13 OF DISTANCE A N`16°06'12"`W, THENCE FEET; 28.60 CONTAINING 37.17 ACRES, MORE OR LESS . SAID OF 1/4 NORTHEAST THE OF 1/4 SECTION 9, A DISTANCE OF 1255.20 FEET TO THE POINT BEGINNING. SOUTHWEST THE OF LINE NORTH THENCE THE FEET; ALONG 124.00 OF S`89°59'56"`E, DISTANCE A LINE, NORTH SAID ALONG N`89°59'38"`E, THENCE 9; SECTION FEET; 41.62 OF DISTANCE A N`63°26'06"`W, THENCE FEET; 57.99 OF DISTANCE A S`83°54'58"`W, FEET; 34.02 OF DISTANCE A S`86°51'19"`W, THENCE FEET; 129.61 OF DISTANCE A S`81°12'18"`W, SOUTHERLY THENCE FEET; 3343.56 OF RADIUS A HAVING RIGHT THE TO CURVE, A WITH CURVATURE OF 1/4 NORTHEAST THE OF 1/4 FEET SOUTHWEST 92.83 OF DISTANCE A N`89°59'56"`W, THENCE EAST; 18 RANGE SOUTH, 34 TOWNSHIP 9, SECTION THE OF CORNER NORTHEAST THE AT COMMENCING F 05 FE; HNE `12'8`, DSAC O 8.8 ET TEC N3°42"W A N`36°54'25"`W, THENCE FEET; 83.48 OF DISTANCE A N`21°22'28"`W, THENCE FEET; 50.59 OF A N`40°26'15"`W, THENCE FEET; 92.01 OF DISTANCE A N`33°34'06"`W, THENCE FEET; 24.06 OF A S`18°12'30"`W, THENCE FEET; 51.20 OF DISTANCE A S`80°10'05"`W, THENCE FEET; 74.13 OF FEET; 17.37 OF DISTANCE A N`11°52'57"`W, THENCE COURSES: (40) FORTY FOLLOWING THE CREEK OF SPRINGS AT ELLENTON 44777 DSAC O 5.3 ET TEC N2°14"W A ITNE F 40 FE; THENCE FEET; SAID OF 84.01 1/4 NORTHWEST THE OF OF 1/4 SOUTHEAST DISTANCE THE OF LINE A NORTH A WITH N`25°11'44"`W, INTERSECTION THE THENCE FEET; 50.43 OF DISTANCE A THENCE FEET; 68.18 58.23 OF OF DISTANCE A DISTANCE N`07°04'44"`E, THENCE FEET; A 48.89 OF DISTANCE N`59°32'15"`W, A N`16°44'21"`W, THENCE THENCE FEET; 56.90 OF DISTANCE A THENCE FEET; 71.73 OF 52.85 OF DISTANCE DISTANCE A N`71°13'10"`W, THENCE FEET; A 72.77 OF DISTANCE N`79°06'45"`W, A S`86°51'19"`W, THENCE THENCE FEET; 40.09 OF DISTANCE A 59.00 OF DISTANCE A N`37°02'01"`W, THENCE FEET; 48.38 OF DISTANCE A N`22°01'05"`W, THENCE 370.31 OF DISTANCE A 06°20'44", OF ANGLE CENTRAL A THROUGH CURVE SAID OF ARC THE ALONG REVERSE OF POINT A TO FEET; 388.91 OF DISTANCE A 06°20'44", OF ANGLE CENTRAL A THROUGH THE TO CURVE, A OF CURVATURE OF POINT THE TO FEET 199.78 OF DISTANCE A S`00°08'22"`E, THENCE COURSES: (4) FOUR FOLLOWING THE LINE RIGHT-OF-WAY WESTERLY SAID ALONG SOUTHERLY THENCE EAST; AVENUE 60TH OF LINE RIGHT-OF-WAY WESTERLY THE BEING ALSO BEGINNING, OF POINT THE TO OR THE INFORMATION CONTAINED HEREON BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN CONSENT OF ZNS ENGINEERING, L.C. CONSENT IS HEREBY GRANTED SPECIFICALLY TO GOVERNMENTAL AGENCIES REPRODUCE THIS DOCUMENT IN THIS DOCUMENT IS PROTECTED BY SECTION 106 OF THE "UNITED STATES COPYRIGHT ACT". REPRO- DUCTION OR ALTERATION COMPLIANCE WITH F.S. CHAPTER 119. CONTINENTAL 487 FUND LLC MENOMONEE FALLS, WI 53051-3310 W134 N8675 EXECUTIVE PARKWAY C X X X X X INDEX ZNS ENGINEERING, L.C. SHEETS INCLUDED OVERALL DRAINAGE BASIN PLAN GENERAL DEVELOPMENT PLAN AERIAL AND LEGAL DESCRIPTION COVER SHEET Land Planning Engineering Surveying Landscape Architecture DEVELOPMENT SERVICES SIGNATURE BLOCK ZNS E-MAIL: [email protected] TELEPHONE 941.748.8080 FAX 941.748.3316 MANATEE COUNTY BUILDING & 201 5th AVENUE DRIVE EAST BRADENTON, FL 34208 EB 0027476 LB 0006982 Submitted with the LC 0000365 BRADENTON, FLORIDA PREPARED BY: (941) 748-8080 Agenda 34208 201 5th AVENUE DRIVE EAST ZNS ENGINEERING Update 04 03 02 01 Memorandum PID# 812220002 PID# 812210003 OAKLEY A-1, PID# 812215051 A-1, PD-R SINGLE FAMILY A-1, LEGEND SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY FLUM
RESIDENTIAL PARCEL 29TH STREET EAST RES-6 12.84 ACRES
MU 10.91 ACRES
PID# 814000055 COMMERCIAL PARCELS PD-MU VACANT RES-6 13.42 ACRES
TOTAL 37.17 ACRES
ZONING
PDMU 30.29 ACRES
PID# OUT813000059 PARCEL #1 LC 0000365
60TH AVENUE EAST A-1 6.88 ACRES PID# 812710159 A-13.99 AC. +/- PD-MU, VACANT RETAIL TOTAL 37.17 ACRES 25 YR. FLOODLINE PID# 812300059 A-1
PID# 812700189 PD-MU PID# 813000509 VACANT A-1, VACANT LB 0006982 201 5th AVENUE DRIVE EAST BRADENTON, FL 34208 EB 0027476 E-MAIL: [email protected] TELEPHONE 941.748.8080 FAX 941.748.3316
PID# 812300059 A-1 VACANT LAND PLANNING ENGINEERING SURVEYING LANDSCAPE ARCHITECTURE
BOUGAINVILLEA PD-R, SINGLE FAMILY 25 YR. FLOODLINE REVISIONS
26TH STREET EAST
PID# 812710159 PD-MU, 60TH AVENUE EAST RETAIL ZNS ENGINEERING, L.C. c
25 YR. FLOODLINE TO REPRODUCE THIS DOCUMENT IN COMPLIANCE WITHOUT THE PRIOR WRITTEN CONSENT OF ZNS THIS DOCUMENT IS PROTECTED BY SECTION 106 THE INFORMATION CONTAINED HEREON BY ANY WITH F.S. CHAPTER 119. OF THE "UNITED STATES COPYRIGHT ACT". REPRO- SPECIFICALLY TO GOVERNMENTAL AGENCIES DUCTION OR ALTERATION OF THIS DOCUMENT MEANS WHATSOEVER IS STRICTLY PROHIBITED ENGINEERING, L.C. CONSENT IS HEREBY GRANTED
PID# 812710159 25 YR. PD-MU, FLOODLINE RETAIL FOR: PID# 812701009 60TH AVE. E. PD-MU, AERIAL VACANT LOCATED IN:
PID# 816800279 PD-C, MANATEE COUNTY, FLORIDA RETAIL SECTION 9, TOWNSHIP 34 SOUTH, RANGE 18 EAST SPRINGS AT ELLENTON
FACTORY SHOPS BLVD. JM KGH 44777 02/2019 DESIGNED DRAWN DATE JOB NO. SCALE SHEET
Submitted with the Agenda Update Memorandum PID# 812220002 PID# 812215051 PID# 812210003 EXISTING 10" OAKLEY NOTES: A-1, A-1, A-1, WATERMAIN PD-R SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY EXISTING 4" 1. THE PROPOSED POTABLE WATER, STORM DRAINAGE AND LINE SINGLE FAMILY FORCEMAIN WASTEWATER FACILITIES SHOWN ARE CONCEPTUAL ONLY 471.3+/- 600'+/- AND ARE INCLUDED TO GRAPHICALLY DEMONSTRATE THE
83.6' +/- 126.1'+/- INTENT TO COMPLY WITH THE REQUIREMENTS OF SECTION
W W W 803 OF THE MANATEE COUNTY LDC. THE SIZE AND
LOCATION OF THESE FACILITIES WILL BE FINALIZED
W W W W 29TH STREET EAST W DURING THE FINAL SITE/CONSTRUCTION PLAN REVIEW 1255.20' 18' PROCESS. FUTURE RIGHT-OF-WAY 2. LANDSCAPE BUFFER WILL INCLUDE 2-1/2 CANOPY TREES 42' AND 33 SHRUBS PER 100 LINEAR FEET PER FIGURE 7-3. 30' SETBACK FUTURE 50' EXISTING EXISTING 10" HALF WIDTH EXISTING 30' 20' 199.78' 12' RIGHT-OF-WAY HALF PROPOSED 5' FRONT SANITARY ROADWAY RIGHT-OF-WAY FUTURE WIDTH SIDEWALK SETBACK LINE BUFFER 30' PROPOSED RIGHT-OF-WAY RIGHT -OF-WAY L38 FRONT RESIDENTIAL SETBACK 25' EXISTING 10" EMERGENCY SETBACK FRONT WATERMAIN ACCESS LINE SETBACK EXISTING STORMWATER COMMERCIAL SIDEWALK AND PARCEL #1 LC 0000365 30' 20' W 3.99 AC. 60TH AVENUE EAST PID# 812710159 FLOODPLAIN WATERFRONT ROADWAY PD-MU, COMP POND 50' BUFFER 1.76 AC. SETBACK RETAIL PUBLIC
L37 RIGHT-OF-WAY 505.4'
20' 30' 84' EXISTING FRONT FRONT RIGHT-OF-WAY SETBACK SETBACK PID# 813000509 L36 RESIDENTIAL 60' A-1,
PARCEL LB 0006982 30' FUTURE HALF VACANT 23.75 AC. WIDTH 15' FRONT RIGHT-OF-WAY 388.91' SETBACK L35 LANDSCAPE 84' PUBLIC 295' BUFFER CASE B2 RIGHT-OF-WAY 201 5th AVENUE DRIVE EAST BRADENTON, FL 34208 EB 0027476
L34
PROPOSED E-MAIL: [email protected] TELEPHONE 941.748.8080 FAX 941.748.3316 ENTRANCE TO RESIDENTIAL L33 WETLAND 30' 0.15 AC. WATERFRONT PARCEL SETBACK 15' 30' LANDSCAPE FRONT BUFFER SETBACK L32 50'
PUBLIC LAND PLANNING ENGINEERING SURVEYING LANDSCAPE ARCHITECTURE
RIGHT-OF-WAY 30' 325' 30' FRONT CASE B1 L31 WETLAND 15' SETBACK 30' SETBACK GREENBELT FRONT
L30 BUFFER
SETBACK AND SIDE SETBACK 370.31'
15' GREENBELT BUFFER 558.3' L29 AND SIDE SETBACK 18' STORMWATER FUTURE AND RIGHT-OF-WAY FLOODPLAIN SETBACK BOUGAINVILLEA COMP POND PD-R, SINGLE FAMILY 1.20 AC. 30' 60'
COMMERCIAL FUTURE WATERFRONT 581.99' PARCEL #2 HALF WIDTH L28 SETBACK 9.42 AC. RIGHT-OF-WAY
DRAINAGE - MAINTENANCE REVISIONS 84' ACCESS EASEMENT (25') EXISTING AND LANDSCAPE RIGHT-OF-WAY PLANTING AREA (5') 20'
L27
ROADWAY W BUFFER
L26 EXISTING SIDEWALK FUTURE PEDESTRIAN L25 CONNECTION TO L24 OUTLET MALL L23 EXISTING 10" 26TH STREET EAST WATERMAIN LINE
L22 PROPOSED 30' PUBLIC L21 WATERFRONT LIFT STATION SETBACK 60TH AVENUE EAST L20 EXISTING 10" SANITARY LINE PID# 812710159 PD-MU,
RETAIL L19A ZNS ENGINEERING, L.C. c
L19 STORMWATER AND TO REPRODUCE THIS DOCUMENT IN COMPLIANCE WITHOUT THE PRIOR WRITTEN CONSENT OF ZNS THIS DOCUMENT IS PROTECTED BY SECTION 106 THE INFORMATION CONTAINED HEREON BY ANY WITH F.S. CHAPTER 119. OF THE "UNITED STATES COPYRIGHT ACT". REPRO- SPECIFICALLY TO GOVERNMENTAL AGENCIES DUCTION OR ALTERATION OF THIS DOCUMENT MEANS WHATSOEVER IS STRICTLY PROHIBITED ENGINEERING, L.C. CONSENT IS HEREBY GRANTED
L18 FLOODPLAIN COMPENSATION L6 L5 2.12 ACRES L7
L17 L8 L4
L9
L3 L11 L10 L15 L12 L14 L13 L2
PID# 812710159
PD-MU, L1 RETAIL
L39 FOR: PID# 812701009 PD-MU, LOCATED IN: VACANT
PID# 816800279 MANATEE COUNTY, FLORIDA PD-C, RETAIL SECTION 9, TOWNSHIP 34 SOUTH, RANGE 18 EAST GENERAL DEVELOPMENT PLAN SPRINGS AT ELLENTON
DRAFT ROUND ABOUT ALIGNMENT
FACTORY SHOPS BLVD. JM KGH 44777 03 02/2019 1" = 100' DESIGNED DRAWN DATE JOB NO. SCALE SHEET
Submitted with the Agenda Update Memorandum PROPERTY LINE LEGEND
29TH STREET EAST DRAINAGE CONVEYANCE PATH 1255.20' 25 YEAR FLOOD LINE PER GOVERNMENT WATERSHED STUDY ELEVATION OF +0.98 NAVD 88 (1929 NGVD) (4.64 ACRES/12%)
199.78' 25 YEAR FLOOD ELEVATION (BASED ON
L38 STORMWATER GOVERNMENT HAMMOCK MODEL) AND FLOODPLAIN COMPENSATION 1.76 ACRES PERENNIAL STREAM 1.15 ACRES ON SITE
PUBLIC DRAINAGE SITE AREA 37.17 AC. EASEMENT OVER TRIBUTARY 50' PROPOSED PONDS 5.08 AC. PUBLIC 25 YR. L37 RIGHT-OF-WAY FLOODLINE LC 0000365
PROPERTY LINE L36 60TH AVE. E.
L35 NOTES:
84' PUBLIC 1. 25-YEAR AND 100-YEAR FLOOD STAGES IDENTIFIED ON LB 0006982 RIGHT-OF-WAY THE PRE-DEVELOPMENT DRAINAGE ANALYSIS ARE PRELIMINARY DATA AND SUBJECT TO MODIFICATIONS PROPERTY WITH THE FINAL SITE PLAN/CONSTRUCTION PLAN
L34 LINE SUBMITTAL. 201 5th AVENUE DRIVE EAST BRADENTON, FL 34208 EB 0027476 L33 WETLAND 0.15 AC. 50'
PUBLIC E-MAIL: [email protected] TELEPHONE 941.748.8080 FAX 941.748.3316 RIGHT-OF-WAY L32
30' L31 WETLAND SETBACK LAND PLANNING ENGINEERING SURVEYING LANDSCAPE ARCHITECTURE
L30
25 YR. 370.31' FLOODLINE
L29
STORMWATER AND FLOODPLAIN COMPENSATION 1.20 ACRES 25 YR. FLOODLINE
L28 PUBLIC DRAINAGE EASEMENT OVER 25' DRAINAGE - MAINTENANCE TRIBUTARY ACCESS EASEMENT
L27
REVISIONS 581.99'
L26 26TH STREET EAST L25 L24 L23
L22
L21 RESPONSES TO COUNTY COMMENTS 04/16/19 KGH 60TH AVE. E.
L20
PROPERTY LINE L19A
PROPERTY STORMWATER LINE L19 PUBLIC DRAINAGE AND FLOODPLAIN 25' PUBLIC DRAINAGE/ EASEMENT OVER SOD VARIES SOD L18 COMPENSATION MAINTENANCE EASEMENT TRIBUTARY ZNS ENGINEERING, L.C. L6 L5 c 25 YR. 2.12 ACRES L7 FLOODLINE L17 L8 L4 TO REPRODUCE THIS DOCUMENT IN COMPLIANCE WITHOUT THE PRIOR WRITTEN CONSENT OF ZNS THIS DOCUMENT IS PROTECTED BY SECTION 106 THE INFORMATION CONTAINED HEREON BY ANY WITH F.S. CHAPTER 119. OF THE "UNITED STATES COPYRIGHT ACT". REPRO- SPECIFICALLY TO GOVERNMENTAL AGENCIES DUCTION OR ALTERATION OF THIS DOCUMENT MEANS WHATSOEVER IS STRICTLY PROHIBITED ENGINEERING, L.C. CONSENT IS HEREBY GRANTED
PROPERTY L9 LINE L3 L11 L10 L15 L12 L14 L13 L2
25 YR. FLOODLINE L1
L39
TYPICAL FLOODPLAIN COMP. DETAIL
25' PUBLIC DRAINAGE/ SOD VARIES SOD MAINTENANCE EASEMENT FOR: LOCATED IN: MANATEE COUNTY, FLORIDA DRAINAGE BASIN PLAN SECTION 9, TOWNSHIP 34 SOUTH, RANGE 18 EAST
FACTORY SHOPS BLVD. SPRINGS AT ELLENTON 8' MIN. 20' MAX. JM KGH 44777 04 02/2019 1" = 100'
TYPICAL SWF DETAIL DESIGNED DRAWN DATE JOB NO. SCALE SHEET
Submitted with the Agenda Update Memorandum
SPRINGS AT ELLENTON
PROJECT NARRATIVE
Prepared by Rachel Whitcomb Layton, AICP
Revised June 10, 2019
The applicant is submitting an application for Rezoning to Planned Development to General Development Plan standards for property located at the southwest corner of 60th Avenue East and 29th Street East in Ellenton within the jurisdiction of Manatee County. The parcel identification numbers are 812700189, 812300059, 814000055, and 813000059. The site is 37.17 acres in size.
The property currently has two zoning designations: Suburban Agriculture (A-1) on 6.88 acres and Planned Development Mixed Use on 30.29 acres. The property is also partially located within the Entranceway. The property is in the Mixed Use (MU) and RES-6 (Residential – six dwelling units per acre) Future Land Use categories. Both 29th Street East and 60th Avenue East are on the Future Thoroughfare maps in the Comprehensive Plan.
The proposed use is 292 multi-family units within two-story buildings on 23.75 acres on the western portion of the property. The proposed uses also include 150,000 square feet of non- residential uses on 13.42 acres with a list of proposed uses generated from the Land Development Code Table 4-9 and the Future Land Use Categories.
There is a small (0.15 acre) wetland along the western boundary of the property. There are no impacts to the wetlands proposed. Please see the attached Environmental Narrative prepared by E Co Consultants.
The western portion of the property contains a ditch, stormwater ponds, and is within the 25-year floodplain. Stormwater and floodplain compensation ponds are proposed on the western and southern portion of the property.
Access to the project will be from 60th Avenue East as well as 29th Street East. An emergency access is also proposed for the residential parcel. A future pedestrian access to the adjacent Ellenton Outlet Mall is also proposed.
Please see the attached review criteria narratives, the Specific Approval Request and the General Development Plan for additional information on the proposed zoning map amendment.
201 5th Avenue Drive East • Bradenton, FL • 34208 • 941.748.8080 • www.znseng.com • [email protected] Engineering-CA0027476 Surveying-LB0006982 Landscape Architecture-LC0000365 Submitted with the Agenda Update Memorandum
Item #9 – PDMU-19-05(Z)(G) Springs at Ellenton/IMG Enterprises, Inc. PLN1902-0194 – Quasi- Judicial – Jamie Schindewolf, Planner II
Changes to Staff Report in strikethrough/underline format:
Site lies in Zones X per FIRM Panels 12081C0167E, effective FLOOD ZONE(S) 3/17/2014. In addition, the project area is partially located within the County 25-year floodplain associated with Government Hammock. Project Located in Flood Prone Area: Yes. Type of Flooding (i.e. rainfall, riverine, storm surge, etc.): Rainfall AREA OF KNOWN FLOODING Project Subject to flow reduction: No. Watershed/Basin: Government Hammock Watershed. Project subject to OFW: No.
Stormwater Stipulations
1. Pursuant to Section 801 and 802 of the Land Development Code and Code of Federal Regulations (CFR), Title 44, Section 60.3, the subsequent Final Site Plan and the Construction Plan submittal(s) and associated Drainage Modeling shall demonstrate that no adverse impacts will be created to neighboring properties surrounding the site with respect to proposed impacts to the established 25-year and 100-year floodplains associated with Government Hammock; and post-development discharge of runoff. Drainage Modeling shall be submitted to demonstrate compliance prior to commencement of construction.
2. Any fill within the 25- and 100-year floodplain associated with Government Hammock shall be compensated by the creation of an equal or greater storage volume above seasonal high-water table. 100-year and 25-year floodplain compensation (utilizing cup-for-cup methodology) 25- and 100-year floodplain compensation shall be compensated in sole use compensation areas, not dual use facilities (i.e., stormwater attenuation and floodplain compensation). 100-year and 25-year floodplain compensation utilizing combination of cup-for-cup and/or storage in the master drainage system (drainage modeling approach) shall utilize drainage modeling and demonstration of no adverse impacts for design storms up to the 100 year 24-hour storm event including the mean annual, 10 year and 25-year storm events. Alternatively, the applicant can utilize drainage modeling (submitted for review to the Public Works Department with the Construction Plan submittal) to demonstrate no adverse drainage impacts for the mean annual, 10-year, 25-year, and 100-year design storm events to a no-rise condition.
Stormwater Management (LDC Section 402.6.V General Design Requirements for all Planned Development Site Plans):
Stormwater management facilities shall adhere to the requirements of Section 801, Stormwater Management, and the County’s administrative process. The project is not located within the FEMA 2014 FIRM 100-year floodplain (Zone “X”). However, the project area is partially located within the County 25- year floodplain based upon a County 25-year floodplain study performed in 1998.
The applicant shall address 25- and 100-year floodplain mitigation through sole use floodplain compensation areas, not dual use facilities (i.e., stormwater attenuation and floodplain compensation). Alternatively, the applicant can utilize drainage modeling (submitted for review to the Public Works Department with the Construction Plan submittal) to demonstrate no adverse drainage impacts for the mean
Submitted with the Agenda Update Memorandum annual, 10-year, 25-year, and 100-year design storm events to a no-rise condition. All residential lots/units shall be located outside of the post-development 25- and 100-year floodplain.
The project is bounded along the western and southern boundaries by Government Hammock drainage system. A Drainage Easement shall be dedicated to Manatee County and be provided within the project boundaries for Government Hammock (county designated maintenance system “N-32”), and a 25-foot Drainage-Maintenance Access Easement shall be provided within the project boundaries along the east/north bank of this drainage system. Manatee County is only responsible for maintaining the free flow of drainage through these systems.
Submitted with the Agenda Update Memorandum Item 10: LDCT-18-05/Ordinance 19-02 – Land Development Code Text Amendment/Accessory Dwelling Units PLN1810-0049 – Legislative – Josh Dan, Planner I
Changes to Staff Report and Ordinance as follows:
Addition of the following language to Section 511.18.B.5 Development Standards and Table 10-2 Parking Rations Table Notes 19.
“In the event the bus stop or public transit station is relocated further than the required distance, then an existing accessory dwelling unit shall not be deemed nonconforming as to parking pursuant to Section 107 of this Code.
Submitted with the Agenda Update Memorandum Public Comments LDCT-18-05/Ordinance 19-02 – Land Development Code Text Amendment/Accessory Dwelling Units PLN1810-0049 – Legislative – Josh Dan, Planner I
From: Sheri Smith Sent: Monday, June 03, 2019 9:34 AM To: John Barnott
FYI
Thank you, Sheri Smith Executive Assistant Board of County Commissioners 1112 Manatee Ave W. Suite 903 Bradenton, FL 34205 (941) 745-3708 [email protected]
From: Misty Servia Sent: Friday, May 31, 2019 8:40 PM To: Vida Gordon
Respectfully sent from my iPhone Commissioner Misty Servia, AICP Manatee County, District 4
Begin forwarded message:
Submitted with the Agenda Update Memorandum From: louise gergowicz
Oppose ADU's in the Whitfield Ballentine Overlay Louise Gergowicz 860 Alderwood Way 941 351 1675
Submitted with the Agenda Update Memorandum