NASSAU COUNTY DEVELOPMENT REVIEW COMMITTEE REGULAR MEETING May 9, :00 am Sign-off/Variation of Development Plans/Plats

Transcription

1 NASSAU COUNTY DEVELOPMENT REVIEW COMMITTEE REGULAR MEETING May 9, :00 am Sign-off/Variation of Development Plans/Plats Sonic at Yulee, SP Distribution of New Submittals and Re-Submittals Clear Lake Estates, Unit One, plat Deep Creek Plantation, plat Amelia Markets, Phase II, SP Hideaway, Phase III, plat Heritage Oaks, SP Status of All Current Projects 9:30 Richard Shirah/ (678) Tower in Commercial Intensive (CI) 3070 S. 8th St. Fernandina Beach Preliminary Discussion 10:00 10:30 11:00 11:30 Additional Approvals and/or Distributions as Necessary

2 NASSAU COUNTY DEVELOPMENT REVIEW COMMITTEE STATUS REPORT Site Plans/Plats by Commissioner's District District 1 - Jim B. Higginbotham Spoonbill Harbor, SP District 2 Ansley Acree Five Points Plaza Outparcel/TJ of Nassau, SP The Hunter Town Houses, SP Magnolia Plaza 9-15, SP Marsh Lakes-Outparcel, SP Fernandina, SP Woodbridge Village 4-9, SP District 3 - Tom Branan Amelia Concourse, Phase II, SP Amelia Concourse, Phase II, plat Amelia Markets Phase 11, SP Blackrock Cove, SP Blackrock Cove, Plat Cartesian Pointe, replat Castleberry Business Center, SP Cottages at Stoney Creek, SP Dunkin Donuts, SP ERA-Office, SP Flora Parke, Phase 5,6 & 7, SP Flora Parke Multi-Family, SP Grande Oaks at Amelia River, SP Hampton Lakes Amenity Center, SP Hampton Lakes, Phase I, PUD, Plat Hampton Lakes, Phase II, PUD, SP Heritage Oaks, SP Heritage Oaks, Plat Heron Isles, Phase 3, SP Hideaway Phase 3, Plat Lighthouse Pointe, SP Lofton Commerce Center, SP Lofton Southwest, SP Lumber Creek, SP Lumber Creek, Plat Merlini/Nassau Commerce, SP The Oaks at Bristol, SP The Oaks at Bristol, Plat Rosewood Meadows, SP Rosewood Meadows, Phase III, plat Sonic at Yulee, SP USA Autowash, SP Warehouse Commons LLC, SP Yulee High School, SP District 4 - Floyd Van Zant Deep Creek Plantation, SP Deep Creek Plantation, plat District 5 Marianne Marshall Canopy Lane Condominium, SP Chandlers Meadows, SP Chandlers Meadows, Plat Clear Lake Estates, SP Clear Lake Estates, Unit One, plat 5/5/06,2:08 PM 2

3 Clear Lake Estates, Unit Two, plat Reserve at Deer Run, SP Reserve at Deer Run, plat River Glen Amenities Center, SP River Glen, Phase 1, Plat 5/5/06,2:08 PM 3

4 SITE PLANS/PLATS UPDATE AMELIA CONCOURSE, PHASE II, SP RS-2, acres, 325 lots, located at the Amelia Concourse and North Hampton, Yulee area. Developer: Submitted plans: 21 July 2005, distributed: 26 July Re-Submittal: 13 October 2005, distributed: 18 October Building: 29 July 2005: approved as submitted. Computerized Data: 26 July 2005: to be received and approved by GIS prior to DRC approval. Concurrency: 26 July 2005: approved through MSBU Engineering: 7 November 2005: PREVIOUS COMMENTS: #3. This project's approval is dependent on obtaining assurances that a proper second access to the entire development will be available soon. There are several hundred lots in construction or in planning for this project and presently there is only one functioning entrance/exit. It will be necessary to prove that a second access will be available before a large number of homes are built in the subdivision. Submission and approval of Concourse plans would be acceptable. An alternative would be to add a gravel temporary road to the plans from the Concourse at the main entrance to the rear portion of the project. This would guarantee that secondary access for fire and police protection would not be dependent on the final completion of Phase 2 of Amelia Concourse. #4. You are correct, the traffic report does not specify a traffic signal at this subdivision, the subdivision entrance is much further east. However, it is also noted that this subdivision's total access is dependent on the extension of the Amelia Concourse Parkway. This section needed is not included in the portion now under construction and our office has not received plans for the next section. When is this road to be built? #7. The Director will respond directly to your request for a variance from this Section of the ordinance. #8. Since the plat and plans must both be approved, we will refer to the final plat, if the easement has been removed, then this comment is answered. #10. The Director will respond to your request for a variation from Section 4.6 of County Ordinance directly. #12. The department will not recommend approval of this project without North South corridor and it is suggested that a meeting be scheduled to discuss this matter. #17. Your response is correct. However, I did notice that the detail specified 1¼" of asphalt instead of 1½' as required. Please correct. #22. The revised drainage report did indicate several computations of new time of concentrations, but there are several Tc entries much larger than 10 minutes but not substantiated. These numbers also need to be justified by computations. # year computations were provided and appeared to be acceptable except for the un-supported Tc's as noted above in time #22. #31. Normally a peaking factor of 484 is used for developed lands; however, there is no ordinance requirement to do so and the choice is your option. For the record, you may want to provide an explanation, but it is not required. #34. If the column indicates orifice pipes, then why is there another column identified as "orifice dia (in)"? This column has different pipe diameters that agree with the computations. Also, there is a column titled "orifice pipe length". What does it refer to? The 3-foot entries don't seem appropriate. NEW COMMENTS: 35. The weir table was reviewed, please check the weir width listed for Pond 7, the table lists the width as 7 feet, but the computations indicate 8 feet wide. 36. There is a minor spelling error in the title of the pipe tables on Sheets 43A & B. 37. In the ICPR program data on page 15 of the report at p-3, the data identifies 2-36" pipes as an outfall line. The pipe table on Sheet 43A lists 3-36" pipes for S131-S133. The error should be corrected. Also, multiple pipes should be shown on Sheet 13 (plan view) for clarity. 38. In the ICPR program data on Page 15 of the report, entry p-4 lists a discharge pipe as 400 of double 36' pipes. The pipe table lists the pipes (S75-S76) as 500 feet of triple 30" diameter pipe. Please correct any errors. Also identify the discharge pipe as a multiple pipe on Sheet 8 for clarity. 39. On Sheet 10, identify the discharge pipe S95-S96 as a triple pipe for clarity and to agree with the pipe table. 40. The ICPR data for S266-S267 lists the length as 450 feet; the scaled distance is about 470 feet. The pipe table lists the distance as 297 feet and should be corrected. 41. At ds-1 on Page 16 of the drainage report, the discharge pipe is identified as a 30" diameter pipe with an invert elevation the structure of The weir elevation is and the design high water elevation in the pond is The crown of the 30" pipe will be at 24.6 or 0.8 feet above the design pond high water level. This means that the pipe can never be full at the design water level and carry the computed flow. The pipe needs to be redesigned so that it can flow full. 42. At ds-3 on Page 17 of the drainage report, the discharge pipe invert is feet; therefore the crown of the pipe will be at The design high water level in the pond is or about 0.48 feet lower than the crown elevation. This means that the pipe can never be full at the design water level and carry the computed flow. The pipe needs to be redesigned so that it can flow full. 43. At ds-2 on page 17 of the report the discharge pipe invert is and the crown of the pipe will be This is higher that the design high water elevation The pipe will not flow full and carry the design flow. The pipe should be redesigned. 5/5/06,2:08 PM 4

5 Fire/Rescue: 18 October 2005: 1. Add fire hydrant at lot line 64/ Relocate fire hydrant at lot line 295/296 to street intersection at lot line 297/ Relocate fire hydrant at lot line 375/376 to lot line 95/ Add fire hydrant at street intersection at lot Relocate fire hydrant at lot line 76/77 to lot line 74/ Relocate fire hydrant at lot line 425/426 to street intersection at lot Relocate fire hydrant at lot line 429/430 to street intersection at lot Relocate fire hydrant at lot line 399/400 to lot line 306/ Relocate fire hydrant at lot line 392/393 to lot line 394/ Relocate fire hydrant at lot line 353/354 to street intersection lot Relocate fire hydrant at lot line 348/349 to lot line 346/ Relocate fire hydrant at lot line 341/342 to street intersection lot line 339/ Relocate fire hydrant at lot line 435/436 to lot line 433/434. Health: 3 August 2005: Provide site plan for sewer extension showing all wells, or note "no wells within 200' of proposed sewer extension". 3. Well abandonment and septic abandonment's will be required. Growth Management: 31 October 2005: 1. Please include the location of any on-site lighting and signs. [Section ] of the Nassau County Development Review Regulations]. 2. All proposed developments over forty (40) acres in size shall conduct an environmental survey by an environmental professional acceptable for the County to determine the presence of threatened and endangered species. [Section p of Nassau County Development Regulations] SJRWMD: Permit # , issue date 13 December Traffic: See Engineering comments. AMELIA CONCOURSE, PHASE II, plat RS-2, acres, 325 lots, located at the Amelia Concourse and North Hampton, Yulee area. Developer: Submitted plans: 21 July 2005, distributed: 26 July Building: 29 July 2005: approved as submitted. Computerized Data: 26 July 2005: to be received and approved by GIS prior to DRC approval. Concurrency: 26 July 2005: approved through MSBU. Engineering: 2 August 2005: 1. Amelia Concourse, Phase I, included a Cul de Sac at the end of Windflower Trail. Phase II plat cannot ignore and override this platted Cul de Sac. It will be necessary to amend the first plat before filing the second plat. 2. The total development (Phase I & II) has approximately 458 lots and will generate about 4580 trips per day. A street becomes a minor collector when its traffic exceeds 2000 trips per day. Obviously some portion of one or both entrance roads is a minor collector street. Your office should prepare a small traffic report determining the total average number of trips and decide which road (s) are to be minor collector street(s). 3. State law requires that lots be numbered progressively in all subdivisions. On "K" Road there are lots 391 to 401 followed by lots 306, 307, etc. Review your numbers and correct if needed. 4. The plat indicates an emergency access lane from "K" road to Windflower Trail. "K" Road is over 1500 feet to nearest intersection. The emergency lane should be converted to a regular street to solve the problem. 5. There is an existing 15- foot wide easement for ingress and egress (Orb 999, Page 350) shown on the south border of the subdivision plat. As platted, the Cul de Sac of "C" road, lots 175, 176, 291 and 337 to 348 all infringe on this easement. If this is a valid easement, then the subdivision cannot override and ignore it. Please comment on this easement and include a copy of the easement with your next submittal. 6. Several lots are platted laying partly or totally within jurisdictional wetlands. The cover sheet indicates wetland impact have been approved by SJRWMD. It is unclear from the plat what is happening please clarify. 7. There are some buffers and buffer tables included in the plat, however, it is unclear how the wetland impact will reflect on the need for wetland buffers. 8. The adoption and dedication statement on the cover sheet is in error. All interior streets, drainage facilities and system should be dedicated to the homeowners association. 9. The plat should be at a 1" to 50" scale or less and not a 1"=60'. 10. Lots and on "D" road have non-radial and non right angle side lot lines. These lots should be revised to conform to Section 4.9(6) of County Ordinance Lots 334 has an unusual, but not illegal, shape. However the part of the lot protruding into the Cul de Sac should be curved and not blunt. Also verify that you can place a house on the lot with the 25-foot setback on both streets and 10-foot setbacks on the rear lot lines. 12. Remove note #21, it conflicts with the designated plat boundaries. If the pond boundaries need to be revised, then the plat must be refiled. 13. Note #24 should be completed. Fire/Rescue: 28 July 2005: approved as submitted. Health: 4 August 2005: 1. Utility Extension Plan Review- fee based on the following guidelines; $ plan review for extension to a subdivision or $20.00 per developed lot where the sewer line passes more than 15 developed properties (home or businesses); $ plan review for extension to a single residence or business-provide plans for sewer extension for review/determination of Utility Extension fee. 2. Provide site plan for sewer extension showing all wells (including neighboring wells). 3. Completed plat review application with $ review fee required prior to final approval. 5/5/06,2:08 PM 5

6 Growth Management: 11 August 2005: 1. Policy 1.04A.02A of the Nassau County Comprehensive Plan states, "The County shall not approve any plats that create lots that are not developable to wetland constraints". 2. Section of the Nassau County Development Review Regulations states that "Corner lots shall have dimensions sufficient to permit the establishment of front building lines on each side of the lots having frontage". Lots 259, 413, 417, and 386 meet the minimum lot requirements for RS-2, Residential Single Family zoning district but do not appear to have additional area that contemplates the requirement for two front yards. 3. Please identify Amelia Concourse and it's width on Sheet 3 of 8 and Sheet 7 of 8. [Section of the Nassau County Development Review Regulations]. 4. Complete Note 1 of the Wetland Notes. Staff was unable to determine whether buffer widths are met. The hatch patterns in the legend are not visible. [Section of the Nassau County Development Review Regulations]. SJRWMD: Permit # : issue date 13 December Traffic: See Engineering Comments. 911 Addressing: 26 July 2005: Denied - no road names. AMELIA MARKETS PHASE II, SP CG, Amelia Markets Phase 11 (Yulee Shopping Center) 1.2 acres, 1 retail bldg with 77 parking spaces and 11,500 sq. ft., located on Southwest out-parcel- northwest corner of SR 200 and Scott Rd. Developer: Submitted Plans: 9 February 2006, distributed 14 February Re-Submittal: 4 May 2006, distributed: 9 May Building: 17 February 2006: approved as submitted. Computerized Data: 14 February 2006: awaiting comment. Concurrency: 14 February 2006: application filed. Engineering: 6 March 2006: It should be noted that his project is basically an "outlot" of Yulee Shopping Center (SP03-021) and is affected by the terms of that review and approval. The Yulee shopping Center was developed from a part of the Lowe's project and a certain amount of detention capacity and concurrency were allocated to this site when Lowes was approved. 1. The applicant needs to file an application for concurrency with the Engineering Department and availability of concurrency determined. When the initial building in this site was approved, the two "out lots" were excluded because of the difficulty in determining potential traffic flows, which might exceed the allocated traffic flows for the entire site. Thus this "out lot" has no concurrency and needs to have a traffic report prepared to determined the expected peak and average daily traffic to be generated by this new building. 2. On Sheet 4, it is proposed to expand the existing 8' by 8" dumpster pad to 8' by 24'. This expansion should be shown on the plans so as to verify that it will not impact the traffic flow in the existing alley behind the original building. The proposed building appears to have concrete sidewalks around the perimeter of the building but the plan is not specific. Please identify the "speckled" area as concrete or add a legend to the sheet with this symbol. 4. Show the existing detention pond fence on Sheets 4 and 5. The width of the sidewalk notation in the front of the building is unreadable; please adjust so as to be readable. 6. Has FDOT approved the highway improvement specified in your original permit# 01A and )1 D ? You may want to review the required number of parking lots required by Nassau County ordinance. 8. The projecttracking sheet identifies the site as 1.2 acres, the storm sewer computations only include 0.7 acres, the remaining 0.5 acres must be accounted for. 9. The sewer computations refer to minimum inlet elevations. The inverts are shown on the plans and the same elevation should be included in the computations. 10. The grate elevation and top of manhole elevation should be included in the storm sewer computations and the hydraulic grade line must be below these elevations. 11. The rainfall intensity used is low, for a fiveyear rain event at 10 minutes Tc, the rainfall intensity for the zone 4 curve in FDOT's IDF graph in thier Hydrology Handbook is about 6.5 inches. The tail water elevation must be incorporated in the storm sewer computations. 13. The total site runoff for the 5-yr and 25-year rain event must be computed so that it can be compared to the allocation of flow into the existing detention basin. 14. A time of concentration of 10 minutes should be used for all segements unless computations indicate a higher Tc. Fire/Rescue: 15 February 2006: Provide a fire hydrant at the north end of the center island, with the 4 1/2 inch port facing north. Provide a fire department connection (FDC) for the fire sprinkler system, located on or at the south end of the building. Provide electricity to the fire protection backflow preventer for the purpose of heating it to prevent freezing. Health: 17 February 2006: The proposed plan is requesting public water and public sewer capability; therefore, a letter from the utility provider indicating that water and sewer is available will be required prior to final approval of plan. Provide site plan for sewer extension showing all wells, or note "no wells within 200' of proposed sewer extension." Growth Management: 1 March, 2006: Include the legal description of the site. [Section b of the Nassau County Development Review Regulations} Include a note stating the present zoning of the property. {Section b of the Nassau County Development Review Regulations] Proposed project does 5/5/06,2:08 PM 6

7 not meet land coverage requirements. Review of the SP04-47 indicates that the out parcels were used to demonstrate compliance with Nassau County 's Comprehensive Plan which states land coverage shall not exceed seventy (70) percent of a parcel. In addition, the amount of land coverage shown on Sheet 4 of 9 is not accurate. [Section c of the Nassau County Development Review Regulations and Policy of the Nassau County Comprehensive Plan] Setbacks shown do not comply with the CG, Commercial General zoning district. Please include percentage of lot coverage (building alone). [Section f of the Nassau County Development Review Regulation] Please include calculations that demonstrate compliance with Section 5.5 of the Nassau County Development Review Regulations {Section k of the Nassau County Development Review Regulations] Please include the location of any on-site lighting and note that signage must comply with the A1A [State Road 200) signage regulations contained in Article 35 of the Nassau County Zoning Code. [Section k of the Nassau County Development Review Regualations] Traffic: See Engineering Comments. SJRWMD: Permit # issue date: December 11, BLACKROCK COVE, SP RS-2, Phase 1 of a two phase residential subdivision with 56 lots, located west side of Blackrock Road and on the North side of SR200/A1A Developer: Submitted Plans: 20 April 2006, distributed: 25 April Building: 25 April 2006: awaiting Comments. Computerized Data: 25 April 2006: awaiting comments. Concurrency: 25 April 2006: awaiting comments. Engineering: 25 April 2006: awaiting comments. Fire Rescue: 27 April 2006: approved as submitted. Health: 25 April 2006: awaiting comments. Growth Management: 25 April 2006: awaiting comments. Traffic: 25 April 2006: awaiting comments. SJRWMD: 25 April 2006: application filed. BLACKROCK COVE, Plat RS-2, Phase 1 of a two-phase residential subdivision with 56 lots, located west side of Blackrock Road and on the North side of SR200/A1A Developer: Submitted Plans: 20 April 2006, distributed: 25 April Building: 25 April 2006: awaiting comments. Computerized Data: 25 April 2006: awaiting comments. Concurrency: 25 April 2006: awaiting comments. Engineering: 25 April 2006: awaiting comments. Fire Rescue: 27 April 2006: approved as submitted. Health: 25 April 2006: awaiting comments. Growth Management: 25 April 2006: awaiting comments. Traffic: 25 April 2006: awaiting comment 911 Addressing: 25 April 2006: Denied, no road names. SJRWMD: 25 April 2006: application filed. CANOPY LANE CONDOMINIUMS, SP CG/RG1, 32 unit Condominium Development on 4.79 acres located on 5150 First Coast Highway, Fernandina Beach, Florida Developer: Submitted Plans: 20 April 2006, distributed: 25 April Building: 25 April 2006: awaiting comments. Computerized Data: 25 April 2006: awaiting comments. Concurrency: 25 April 2006: awaiting comments. Engineering: 25 April 2006: awaiting comments. Fire Rescue: 27 April 2006: 1. Match lines on pages PP-1 through PP-3 do not match. Adjust match lines. 2. Provide size of proposed water main. 3. There is insufficient information to determine fire flow requirement. Provide type of construction and building height and location of any building within 50 feet so that fire flow may be adequately determined. Health: 25 April 2006: awaiting comments. Growth Management: 25 April 2006: awaiting comments. Traffic: 25 April 2006: awaiting comment SJRWMD: 20 April 2006: application filed. 5/5/06,2:08 PM 7

8 CARTESIAN POINTE, UNIT ONE, REPLAT PUD,.06 acres, lots 27, 28, 29, 42, 43, 44, 45, 46, 53, 54, 72, 73, 74, tract "A" and tract "D", replat located on William Burgess Road, Yulee area. Developer: Submitted plans: 23 November 2005, distributed: 6 December Re-Submittal 26 January 2006, distributed: 7 February Re-Submittal: 3 March, distributed: 14 March, Building: 6 December 2005: approved as submitted.. Computerized Data: to be received and approved by GIS prior to DRC approval. Concurrency: 27 February 2006: No impact to concurrency assuming no increase beyond 220du total for all phases. Engineering: 14 December 2005: approved as submitted. Fire Rescue: 8 February 2006: approved as submitted. Health: 19 December 2005: approved as submitted. Growth Management: 11 April 2006: 1. Please have language corrected omitting "of between County of Planner in the Certificate of Approval by County Planner. 2. Identify all the lot lines affected together with the square footage of each lot (including tracts), and the minimum finish floor elevation. [Section of the Nassau County Development Review Regulations]. 3. All dimensions both linear and angular for each lot ( including tracts) affected by the re-plat needs to be shown. [Section of the Nassau County Development Review Regulations]. 4. Has the property to be re-platted been acquired from lot owners affected? If not, signature areas for all property owners need to be shown on the cover sheet. Traffic: 14 December 2005: approved as submitted. 911 Addressing: 13 December 2005: approved as submitted.. SJRWMD: CASTLEBERRY BUSINESS CENTER, SP PUD, Retail Shopping Center with 10,000 sq ft. for tenants on 0.93 acres with 36 parking spaces, located on the North West Corner of SR 200 and Nassau Center Court near Yulee, Nassau County. Developer: Submitted Plans; 19 April 2006, distributed 25 April Building: 25 April 2006: awaiting comments. Computerized Data: 25 April 2006: awaiting comments. Concurrency: 25 April 2006: awaiting comments. Engineering: 25 April 2006: awaiting comments. Fire Rescue: 27 April 2006: 1. No natural or man made object which extends above ground level shall be within four (4) feet to the rear of such hydrant, nor within seven (7) feet, six (6) inches from the sides directly opposite the tow and one half (2½) inch ports to a point fifteen (15)feet to either side measured from the center of the steamer port (4½) to seven (7) feet, six (6) inches in front of such hydrant and then thirty (30) feet clear width to a roadway used for fire apparatus access. All fire hydrants shall be painted chrome yellow by owner/contractor. (NFPA 1, 18.3, 2003 edition). 2. Landscape Island, where in a fire hydrant is installed, shall be a minimum width of fifteen (15) feet. 3. There is insufficient information to determine fire flow requirement. Provide type of construction and building height and location of any building within 50 feet so that fire flow may be adequately determined. Health: 25 April 2006: awaiting comments. Growth Management: 25 April 2006: awaiting comments. Traffic: 25 April 2006: awaiting comments SJRWMD: # ; issue date: 1 September CHANDLERS MEADOW, SP OR, 350 lot Single Family Subdivision on 759 acres located West side of Old Dixie Hwy. and 3miles north of Callahan, Florida. Developer: Submitted Plans: 26 January 2006, distributed 31 January Building: 1 February 2006: approved as submitted. Computerized Data: 31 January 2006: awaiting comments. Concurrency: 23 November 2005: Final Certificate of Concurrency with Conditions granted. Engineering: 21 February 2006: The submittal did not contain a geo-tech report with boring identifying the ground water level nor soil types. Since this is a very large project in an area without current adjoining projects, we have no knowledge of the soil or groundwater conditions. Since this information is critical to our review of the streets and drainage system, the submittal is deemed incomplete and no review was preformed. Please obtain a proper geo-tech report and resubmit the pans and drainage report. 5/5/06,2:08 PM 8

9 Fire Rescue: 3 February 2006: Approved as submitted. Health: 15 February 2006: The proposed plan is requesting public water and sewer capability; therefore, a letter from the utility provider indicating that water and sewer is available will be required prior to final approval of plan. Please submit completed site plan review application with $45.00 site plan review fee. Utility Extension Plan Review-fee based on the following guidelines; $ plan review for extension to a subdivision or $20.00 per developed lot where the sewer line passes more than 15 developed properties (home or businesses); $ plan review for extension to a single residence or business-provide plans for sewer extension for review/determination of Utility Extension Fee. (unless applied before April 2005 for Utilities) Provide site plan for sewer extension showing all wells, or note "no wells within 200' of proposed sewer extension". Growth Management: 21 February 2006: Please check totals listed in the tabulations shown on Sheet 6 of 39. If so, density compliance will be addressed during second review. [Section c of the Nassau County Development Review Regulations]. Please include the location of any signage or lighting on the site engineering plans. [Section l of the Nassau County Development Review Regulations]. Show wetland buffers on all sheets, buffer compliance cannot be determined. [Section n of the Nassau County Development Review Regulations}. Please submit an environmental survey that determines whether or not endangered or threatened species exist on the site. [Section p of the Nassau County Development Review Regulations]. Traffic: 21 February 2006 :See Engineering Comments. SJRWMD: 31 January 2006: application filed. CHANDLERS MEADOW, PLAT OR, 350 lot Single Family Subdivision on 759 acres located West side of Old Dixie Hwy. and 3miles north of Callahan, Florida. Developer: Submitted Plans: 26 January 2006, distributed 31 January Building: 1 February 2006: Provide correct flood zone information on plat to match site plan. Computerized Data: 31 January 2006: awaiting comments. Concurrency: 23 November 2005: Final Certificate of Concurrency with Conditions granted. Engineering: 24 February 2006: 1. An additional 20 feet adjacent to County Road 115 needs to be dedicated to the County as additional Right of Way, per Section of County ordinance and Nassau County Comp plan, Section The adoption and dedication statement should provide for the operation and maintenance of all storm water improvements and detention ponds by a homeowners association. Since these streets will probably remain private, you may want to include the street maintenance in the homeowners association also. 3. The survey notes on the second sheet has numerous "?" in the notes. These gaps should be filed with the proper information. 4. Irvin Avenue should have provision to extend it to the common section corner of section 10,11,14 and 15. The County may wish for this to be a County street. This is authorized by section 4.3. of Nassau County ordinance The County may also decide that the right of way for this street should be wider for possible future expansion of the road. 5. All adjacent landowners should be listed on the plat. 6. All detention facilities should have dedicated vehicle access roads for pond maintenance shown on the plat. 7. The Cul de sac radii should be identified on the plat. 8. It appears that part of a detention pond on Lot 298 extends offsite and is not part of the plat. All detention facilities must be within the plat boundaries. 9. Lot and 157 to 160 are not a t ninety degrees to the street as required by Section of Nassau County ordinance The plat should be revised. Fire Rescue: 3 February 2006: Approved as Submitted. Health: 15 February 2006: The proposed plan is requesting public water and public sewer capability; therefore, a letter from the utility provider indicating that water and sewer is available will be required prior to final approval of plan. Please submit completed plat review application with $ fee. Provide site plan for sewer extension showing all wells, or note "no wells within 200' of proposed sewer extension". Growth Management: 21 February 2006: Please complete the legal description of the proposed plat. [Section of the Nassau County Development Review Regulations]. Please show net usable acreage and minimum finish floor elevation. [Section of the Nassau County Development Review Regulations]. Please include the name of the owner and owners of the subdivision. [Section of the Nassau County Development Review Regulations]. Please complete the Adoption and Dedication language. [Section of the Nassau county Development Review Regulations]. Include the flood hazard zones as established by FEMA Maps. [Section of the Nassau County Development Review Regulations]. Include a complete note stating whether or not the subject property is located within a potential storm surge inundation area. [Section of the Nassau County Development Review 5/5/06,2:08 PM 9

10 Regulations]. Please complete the jurisdictional wetland note. [Section of the Nassau County Development Review Regulations]. In some areas, the 25'wetland buffer requirement is not met. [Section of the Nassau County Development Review Regulations]. Please include a note stating the zoning district the property is located within. [Section of the Nassau County Development Review Regulations]. Lots 305 and 238 do not meet the minimum lot size for OR, Open Rural of one acre. [Section of the Nassau County Development Review Regulations]. Traffic: 24 February 2006 :See Engineering Comments. SJRWMD: 31 January 2006: application filed. 911: 13 February 2006: Denied, please contact 911 mapping to discuss road names. CLEAR LAKE ESTATES, SP OR, 270 acres, 162 lots, 1 acre lots with septic and wells, Ogilivie Road, east of Lem Turner Road, Callahan area. Developer: Submitted plans: 12 May 2005, distributed: 14 June Re-Submittal: 1 September 2005, distributed: 6 September Re-submittal: 27 October 2005, distributed: 1 November Re- Submittal 15 December 2005, distributed: 20 December Re-Submittal: 16 February 2006, distributed: 21 February Building: 20 June 2005: approved as submitted. Computerized Data: 27 October 2005: approved GIS. Concurrency: 16 June 2005: Subject project was awarded Final Certificate of Concurrency with Conditions for a 156 du Single-Family Detached development on July 26, An application for Modification of Concurrency Determination was completed April 7, 2005 and approved April 20, 2005, bringing total dwelling units to 162, and adjusting the phasing schedule as follows: Phase I (Aug Jan.2007), 81 du., Phase II (Jan Jul. 2007), 81 du. Engineering: 6 March 2006: Approved with conditions. Clear Lake Estates is approved by the Engineering Services Department for engineering and traffic review with two exceptions. One, the street lighting plan in incomplete, there are street lights missing from several Cul de Sacs and the spacing between some lights must be justified. Also the subdivision entrance must have a minimum of one of the larger "cobra head" lights. Second, we would like to have a copy of the FDOT permit. This approval does not waive any other County design requirements, unless specifically approved by the Engineering Services department. Fire/Rescue: 15 June 2005: approved as submitted. Health: 6 July 2005: no additional requirements needed. Growth Management : 14 November 2005: approved as submitted. Traffic: 6 March 2006: see Engineering comments. SJRWMD: Permit # Issue date: 13 December CLEAR LAKE ESTATES, UNIT ONE, PLAT OR, acres, 88 lots, 1 acre lots with septic and wells, Ogilivie Road, east of Lem Turner Road, Callahan area. Developer: Submitted plans: 11 August 2005, distributed: 16 August Re-Submittal: 13 October 2005, distributed: 18 October 2005.Re-Submittal: 5 January 2006, distributed: 17 January Re- Submittal: 27 March 2006, distributed: 4 April Re-Submittal: 3 May 2006, distributed: 9 May Building: 17 August 2005: approved as submitted. Computerized Data: 6 January 2006: approved as submitted. Concurrency: 16 June 2005: Subject project was awarded Final Certificate of Concurrency with Conditions for a 156 du Single-Family Detached development on July 26, An application for Modification of Concurrency Determination was completed April 7, 2005 and approved April 20, 2005, bringing total dwelling units to 162, and adjusting the phasing schedule as follows: Phase I (Aug Jan.2007), 81 du., Phase II (Jan Jul. 2007), 81 du. Engineering: 31 January 2006: approved as submitted. Fire/Rescue: 16 August 2005: approved as submitted. Health: 31 January 2006: approved as submitted. Growth Management : 23 January 2006: Approved as submitted. Traffic: 31 January 2006: approved as submitted. SJRWMD: Permit # Issue Date 13 December Addressing: 11 April 2006: Denied. Request main entry road be subdivision name Clear LakeDrive. 5/5/06,2:08 PM 10

11 CLEAR LAKE ESTATES, UNIT TWO, PLAT OR, 108 acres, 72 lots, 1 acre lots with septic and wells, North of Ogilivie Road, East of Lem Turner Road, Callahan area. Developer: Submitted plans: 14 November 2005, distributed: 22 November Re-Submittal: 5 January 2006, distributed: 17 January Re-Submittal 24 March 2006, distributed: 4 April Building: 28 November 2005: approved as submitted. Computerized Data: 22 November 2005: awaiting comment. Concurrency: 16 June 2005: Subject project was awarded Final Certificate of Concurrency with Conditions for a 156 du Single-Family Detached development on July 26, An application for Modification of Concurrency Determination was completed April 7, 2005 and approved April 20, 2005, bringing total dwelling units to 162, and adjusting the phasing schedule as follows: Phase I (Aug Jan.2007), 81 du., Phase II (Jan Jul. 2007), 81 du. Engineering: 5 December 2005: approved as submitted. Fire/Rescue: 15 November 2005: approved as submitted.. Health: 24 March 2006: approved as submitted. Growth Management : 4 April 2006: approved as Submitted. Traffic: 5 December 2005: approved as submitted. SJRWMD: Permit # , issue date 13 December Addressing: 15 November 2005: Road Names Approved. COTTAGES AT STONEY CREEK, SP RG-2, acres, 224 unit condominium, located on Arrigo Road, Yulee area. Developer: Submitted plans: 19 August 2005, distributed: 23 August 2005 Re-submittal: 27 October 2005, Distributed: 1 November Re-Submittal: 9 January 2006, distributed: 17 January Re- Submittal : 23 February 2006, distributed 28 February Re-Submittal: 30 March 2006, distributed: 4 April Re-Submittal: 27 April 2006, distributed: 2 May Building: 7 November 2005: approved as submitted. Computerized Data: to be submitted and approved prior to DRC approval. Concurrency: 20 December 2004: Modification to Final Certificate of Concurrency with conditions dated May 29, 2003 Engineering: 21 April 2006: Previous Comment #30: The scaled distance and distance used in the computations for line segment P21, that extends from S21 to S22 on Sheet 9 of your plans is about 30 feet. The structure table is still in error and needs to be corrected. Previous Comment #32 and #33: The structure table has been corrected, however the last sewer computation sheet is missing from the drainage report and the corrections could not be verified. A copy of the completed drainage report needs to be submitted to verify the corrections and for the main file. Fire/Rescue: 20 January 2006: approved as submitted. #29. The ICPR model lists the distance of P- DROP3 as 330 feet. The Pipe lists its length as 99 feet. Please correct the one in error. Health: 15 November 2005: approved as submitted. Growth Management : 8 March 2006: approved as submitted. Traffic: 21 April 2006: see Engineering comments. SJRWMD: Issue Date: 9 March Permit # DEEP CREEK PLANTATION, SP acres, 109 Residential Lots. County Road 121, North of C.R. 119 West Nassau County along St. Mary's River Developer: Submitted plans: 17 November 2005, distributed: 22 November Re-Submittal: 1 March, 2006, distributed: 7 March, Building: 8 March, 2006: approved as submitted. Computerized Data: 17 November 2005: awaiting comment. Concurrency: 31 August, 2005: Final Certificate of Concurrency with Conditions Engineering: 15 March 2006: approved as submitted. Fire/Rescue: 8 March 2006: approved as submitted. Health: 22 March 2006: N/A Environmental Growth Management: 11 April 2006: approved as submitted. Traffic: 15 March 2006: approved as submitted. SJRWMD: Permit # , Issue Date: 9August, /5/06,2:08 PM 11

12 DEEP CREEK PLANTATION, PLAT 910 acres, 109 Residential Lots. Country Road 121, North of CR 119 West Nassau County along St. Mary's River. Developer: Submitted plans: 17 November 2005, distributed: 22 November Re-Submittal: 1 March 2006, distributed: 7 March Re-Submittal 1 March, 2006, distributed; 7 March, Re- Submittal: 4 May 2006, distributed: 9 May Building: 8 March 2006: Approved as Submitted. Computerized Data: 17 November 2005: awaiting comment. Concurrency: 31 August, 2005: Final Certificate of Concurrency with Conditions Engineering: 15 March 2006: Approved with conditions. It should be noted that the radii in all Cul de Sacs on the plat is 65 feet. There is a conflict in the County ordinance, it that Section does specify a 65 foot radius. However, the standard detail #13 in the rear of the ordinance specifies a minimum of 60- foot radius on all Cul de Sacs. It has been ruled that the 60-foot length will govern. The current 65-foot radius is acceptable, but you can reduce the radii to 60 feet at your potion. The plat specifies that a 175-foot rectangular parcel at the Northwest corner of the plat is to be dedicated to Nassau County for use as a bus turnaround. A deed for this transfer should be prepared and forward to our office or directly tot he County Attorneys office. His office must approve the form and content of all deeds. This should be done soon, as it is contemplated that the deed and plat would be approved at the same time. Fire/Rescue: 22 November 2005: approved as submitted. Health: 22 March 2006: Certificate is incorrect. Growth Management: 13 March 2006: On the engineering plans it indicates a structure and parking spaces for an intended School bus stop. Please provide a note identifying all tracts and their intended use in the Adoption and Dedication section. [Section of the Nassau County Development Review Regulations]. Traffic: 15 March 2006: see Engineering comments. SJRWMD: Permit # , Issue Date: 9 August, Addressing: 7 March 2006:Denied, road names not approved. DUNKIN DONUTS SHOPPES AT AMELIA CONCOURSE, SP IW, 0.71acres 2,116 Sq Ft., Proposed project is a 2,116 SF Dunkin Donuts and Baskin Robbins retail store, located on outparcel at Shoppes at Amelia Concourse off State Road 200 in Yulee, Fl Developer: Submitted Plans: 8 December 2005, Distributed: 13 December Building: 13 December 2005: approved as submitted. Computerized Data: 13 December 2005: awaiting comment. Concurrency: 13 December 2005: application filed. Engineering: 21 December 2005: The general notes for water and sanitary sewer construction should be revised. The Amelia is serviced by JEA, not Nassau County. We do not review or supervise the construction of any sanitary sewer lines or water lines in this project. The notes should be revised to refer to JEA. An elevation datum reference should be added to the notes, there are two datum's in use in this area and failure to identify the one used for the project could result in elevation errors. No storm sewer computations were submitted. The interior storm sewer lines must be designed to carry a 5-year rain event without flooding of the inlets and supporting storm tabs should be submitted. In addition 25-year computations are required, but only to verify that a 25-year rain will not overtop the perimeter curbs and flow offsite. Both the 5-yr and 25-year flows should be equal or less than the design flows for the receiving inlet. This information is available from BHR who designed the site storm sewer system. A letter granting concurrency is required before final approval of the project. Fire/Rescue: 21 December 2005: approved as submitted. Health: 20 December 2005: approved as submitted. Growth Management: 4 January 2006: Please include the legal description of the site. [Section b of the Nassau County Development Review Regulations] Please include the present zoning and conditional use permit for the subject site on the engineering plans. [Section b of the Nassau County Development Review Regulations] Include a tabulation of gross site acreage and land coverage, total building area, total parking area, and total area of open space. [Section c and f of the Nassau County Development Review Regulations] Please demonstrate that the number of parking spaces meets the minimum requirements contained in the Nassau County Development Review Regulations] Include the location, size and design of landscaped or open space areas including existing trees and buffers. [Section k of the Nassau County Development Review Regulations] Provide the screening details for the dumpster location. Section o of the Nassau County Development Review Regulations]. Traffic: 12 December 2005: see Engineering comments. 5/5/06,2:08 PM 12

13 SJRWMD: Issued Date: 9 November 2004, Permit # ERA-OFFICE FOR STEVE SIMMONS, SP CG, Two story Commercial office building with a total sq ft. 3,800 on.75 acres with 15 parking spaces, located on SR 200 and CR 107. Developer: Submitted Plans: 19 January 2006, distributed: 24 January Submitted: 27 April 2006, distributed: 2 May Building: 24 January 2006: Need to provide details for accessible parking space and access aisle for striping and signage etc. Computerized Data: 24 January 2006: awaiting comments. Concurrency :15 January 2004: Final Certificate of Concurrency with Conditions granted. Engineering: 13 February 2006: A letter granting concurrency will be required. If such a letter hasn't been requested, then an application for concurrency should be filed with the County. A St. Johns River Water Management permit will also be required before final approval. The turn lane onto the site from A1A cannot be allowed. It would interfere with the acceleration lane from CR 107 and violate the A1A overlay plan that only allows entrances a minimum of 660 feet apart. Sidewalks will be required along Duval Road and CR 107. No silt fence could be found on the plans. The developers address and phone number should be listed on the cover sheet. The MODRED program has an input vertical hydraulic conductivity of 12 feet/day entered into the program. The geotech report by Ellis and Associates test determined the vertical infiltration rate was 0.9 feet/day. It would appear that the test result would be the proper entry, please explain. Please check the pipe lengths used in storm sewer computations with the scaled distances. The summary table in the drainage report only includes the 25-year rain event. All three years should be included in the table. The drainage report's pages should be numbered. The Pond detail on Sheet 9 indicates the top of bank and high water level are both 15.6 feet with no freeboard. The berm of the pond should be raised. The pond detail identifies a weir with a 25-year discharge of 11.9 cfs; this conflicts with the MODRET results that predict no discharge. Please correct or explain. Fire/Rescue: 25 January 2006: The required fire flow for this building is 1750 gpm, requiring one fire hydrant at a maximum distance of 250 ft to a point on the street and a fire hydrant. Provide one fore hydrant in the radius of the intersection of Duval Road and S.R Health: 31 January 2006: The proposed plan is requesting public water and public sewer capability; therefore, a letter from the utility provider indicating that water and sewer is available will be required prior to final approval of plan. Utility Extension Plan Review-fee based on the following guidelines; $ plan review for extension to a subdivision or $20.00 per developed lot where the sewer line passes more than 15 developed properties (home or businesses); $ plan review for extension to a single residence or business -proved plans for sewer extension for review/determination of Utility Extension Fee. Please submit completed site plan review application with $45.00 site plan review fee. Provide site plan for sewer extension showing all wells, or note "no wells within 200' of proposed sewer extension". Growth Management: 4 May 2006: approved with conditions: Legal description needs to be shown on the site engineering plans. [Section b of the Nassau County Development Review Regulations] Traffic: 13 February 2006: see Engineering comments. SJRWMD: 24 January 2006: application filed. FIVE POINTS PLAZA OUTPARCEL/TJ OF NASSAU, SP acres, Two story retail/office, 2000 sq ft retail & 2000 sq ft office located behind CVS, Fernandina Beach area. Developer: Submitted plans: 20 October 2005, distributed: 25 October Re-Submittal: 16 February 2006, distributed: 21 February Re-submittal 20 April 2006, distributed: 25 April Building: 27 February 2006: approved as submitted. Concurrency: 21 February 2006: My records show no concurrency for office space, and CoC expiration as of Engineering: 7 March 2006: Previous Comments #3 & 4. We will need al letter from the common land owner stating that the new out lot has access over all development streets and alleys and can use the existing dumpster used by CVJ pharmacy. Previous Comment #12. The flume detail still needs a complete profile view with the slope of the flume and its length. Previous Comment #13 The landowner will need to prepare, sign and record a document stating the present grassy area behind Applebee;s will remain undeveloped and pervious. Previous Comment #13(b) No volumetric calculations for the existing detention pond were included with the submittal and they should be included in the resubmittal. Fire/Rescue : 27 April 2006: approved as submitted. Health: 7 March 2006: Denied, Completed site plan review application prior to final approval. 5/5/06,2:08 PM 13

14 Growth Management: 3 May 2006: approved as submitted. Traffic: 7 March 2006: see Engineering comments. SJRWMD: 20 October 2005: application filed. FLORA PARKE, PHASE 5, 6 & 7, SP PUD, acres, 316 lots, located within the Flora Parke Subdivision, Yulee area. Developer: Submitted plans: 2 August 2005, distributed: 9 August Re-Submittal: 9 January 2006, distributed: 17 January Re-Submittal 6 April 2006, distributed 11 April Building: 22 August 2005: approved as submitted. Computerized Data: to be received and approved by GIS prior to DRC approval Concurrency: 9 August 2005: application filed. Engineering: 21 April 2006: approved as submitted. Fire/Rescue: 17 January 2006: approved as submitted. Health: 17 April 2006: approved as submitted. Growth Management : 24 April 2006: approved with conditions: 1. Include a tabulation of gross site acreage and land coverage, total building area, total parking area, total area of stormwater retention structures at normal water line, and the total area of open space. [Section c of the Nassau County Development Review Regulations]. 2. A determination from the County Attorney that the total number of single-family lots is in compliance with the Flora Parke PUD Conditions. Traffic: 21 April 2006: approved as submitted. SJRWMD: Issue Date: 11 April 2006: Permit # FLORA PARKE MULTI-FAMILY, SP PUD, A Proposed Multi-Family Development that will consist of 136 Townhomes and Amenities Center on acres with 286 parking spaces with all applicable utilities, parking, roads, and drainage, located south of Flora Parke Single Family Subdivision on east side of Amelia Concourse, Fernandina Beach, Fl Developer: Submitted Plans: 18 April 2006, distributed: 25 April Building: 25 April 2006: awaiting comments. Computerized Data: 25 April 2006: awaiting comments. Concurrency: 25 April 2006: awaiting comments. Engineering: 25 April 2006: awaiting comments. Fire/Rescue: 27 April 2006: 1. There is insufficient information to determine fire flow requirement. Provide type of construction and building height and location of any building within 50 feet so that fire flow may be adequately determined. 2. Fire flow and fire hydrant spacing shall be based on Annex H and I of the Florida Fire Prevention Code, NFPA1. Growth Management: 25 April 2006: awaiting comments Health: 25 April 2006: awaiting comments Traffic: 25 April 2006: awaiting comments. SJRWMD: 25 April 2006: Permit# GRANDE OAKS at AMELIA RIVER, SP RS-1, 80 lots, acres, Barnwell off Spanish Oaks Subdivision Developer: Submitted plans: 23 June 2005, distributed: 28 June 2005 Re-Submittal: 8 September 2005, distributed: 13 September Re-Submittal: 8 December 2005, distributed 13 December 2005.Resubmittal: 5 January 2006, distributed:10 January Re-Submittal 19 January 2006, distributed: 24 January Building: 14 September 2005: approved as submitted. Computerized Data: 28 June 2005: to be received and approved by GIS prior to DRC approval Concurrency: Letter dated 5 April 2005 from Jose` Deliz citing River Oaks Certificate of Concurrency issued 5 December 1996 approved as a 272 dwelling unit, single family detached land use on acres, the project has been developed in several phases, none of which retain the original name. In accordance with the original certificate, the development has preceded in a timely manner and therefore the concurrency reservation is still in effect for the final remaining phase, the southernmost contiguous parcel containing approximately acres. Engineering: 7 February 2006: Previous #3. The department has reviewed the present condition and area of street right of way to be affected and decided that a bond in the amount of $200,000 will be required to guarantee that both the existing subdivision streets and front yards will be replaced to County standards if damaged by this project. Final approval of the plan will not be given until this bond is in place. Previous Comment #11. As of the date of this letter, no application for an access permit for any work in the existing 5/5/06,2:08 PM 14