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CITY OF ST. CLOUD

DEVELOPMENT REVIEW COMMITTEE MINUTES

 

DATE OF MEETING:      August 26, 2004

 

LOCATION:                   1300 9th Street - 1st Floor – DRC Conference Room; St. Cloud

 

CALL TO ORDER:         2:00 P.M.

 

CHAIRMAN:                  David Nearing, Planning/Zoning Director

 

SECRETARY:               Marty Hobbs, Development Officer

 

MEMBERS PRESENT:

Dave Nearing                 Mark Luthie                   Major Holliday                Dave Ennis

John Groenendaal          Ron Trowell                   Veronica Witol

 

NEW BUSINESS:

 

1.         Case # 04-102.01 – Colonial Bank

SE Corner of Hickory Tree Rd & U.S. 192

Site Plan

 

Mr. Bruce Taylor and Mr. Jeffrey Ball were present to represent the application.

 

PUBLIC WORKS

INFORMATION:

1.         The proposed dumpster location is adequate; however, make sure the covered drive through area does not project into the travel lane to provide for a minimum 15’ of a clear zone for the clearance of the truck.

 

Mr. Taylor noted that the dumpster pad had changed and showed a copy of the revised details to Mr. Luthie.

 

Mr. Luthie noted that the City’s trucks were going to have a problem getting in and out because of the covered lane.  He recommended that a fifteen (15) foot paved area be added that would allow the trucks to be able to maneuver.

 

Mr. Taylor asked if not covering the lane would eliminate the problem and Mr. Luthie noted it would.

 

Mr. Taylor noted that he would meet with the architect and discuss the matter.  He also noted that he was in agreement with the remainder of the comments from Public Works.

 

2.         The proposed driveway access on Hickory Tree Road will need to be permitted by Osceola County prior to the Notice to Proceed issuance of the project.

3.         An FDOT driveway connection permit to State Highway 441/1-92 will need to be obtained prior to the issuance of Notice to Proceed.

4.         If the projects storm water management pond is discharging to the Dr. Phillips master storm water system, a South Florida Water Management permit modification will be necessary prior to the Notice to Proceed.  If, however, this project is discharging into the FDOT drainage system, then an FDOT Drainage Connection Permit will be required prior to the Notice to Proceed.

5.         The northern most east to west, 2-way travel lane must be a minimum of 24’ in width.  Please indicate the proposed width on the geometry plan.

 

Mr. Luthie noted that it wasn’t labeled on the plan and Mr. Taylor noted that he would label it on the revised resubmittal

 

Mr. Taylor noted that he had the DOT drainage permit and Mr. Luthie noted that it could be submitted at the pre-construction conference.

 

Mr. Taylor also noted that he had the letter of approval from Dr. Phillips and Mr. Nearing noted that staff would need a copy of that as well.

 

Page 2, DRC Minutes - 08/26/04

 

 

CONCURRENCY MANAGEMENT

CONDITIONS:

1.                   A Certificate of Capacity approved by City Council shall be required prior to receiving a Notice to Proceed.

2.                   A Capacity Reservation Fee of $323.40 equal to 10% of the estimated sanitary sewer impact fee per Resolution 98-27R shall be required prior to receiving a Notice to Proceed.  This amount shall be credited towards the final sewer impact fee calculated at the time of Building Permit based upon architectural plans.

RECOMMENDATIONS:

3.                   Staff recommends approval of a Certificate of Capacity with the above conditions.

INFORMATION:

4.                   Estimated Sanitary Sewer Impact Fee, per Resolution 98-27R, equals $1,100 per 1,000 square feet of commercial use building ÷ 1,000.  Or, $1,100 x 2,700 sf of bank building ÷ 1,000 = $2,970.  The Capacity Reservation Fee equals 10% of the Estimated Sanitary Sewer Impact Fee, or 10% of 2970 = $297.00.

 

LINES DIVISION

CONDITIONS:

1.                   Indicate inside or outside drop into sanitary sewer manhole and show details.

2.                   Identify the type of pipe used for the directional bore crossing

3.                   Extend the directional bore to the property line of proposed project.

4.                   On utility crossing “B”, ductile iron pipe is not required as long as a 20 foot piece of pipe is used and centered over the storm pipe.

 

FIRE DEPARTMENT

INFORMATION:

1.         Approval of this case will not cause an adverse affect on fire rescue department operations.

2.         Further conditions and recommendations will be addressed during the construction process.

 

OUC (ELECTRIC UTILITY)

CONDITIONS:

1.         The owner will install all the primary conduit and the concrete transformer pad.  The secondary conduit, wire, and terminations is the responsibility of the owner.  Please have the conduit installed and inspected by OUC three weeks before you need pre-power.  Dr. Phillips requires all electric service be underground within the site.

2.         A utility easement will be required once the location of the transformer and primary run is determined.

3.         There may be costs for temp. power to this site.  There may be costs to relocate any conflicting power poles.

4.         There may be costs to provide electric service to this project, please contact Development Services.

INFORMATION:

5.         OUC can provide parking lot lights for this project.  Please contact Development Services.

6.         Please send all site and electric information to OUC Development Services.

            500 South Orange Avenue          (407) 236-9652; fax (407) 236-9628

            P.O. Box 3193                           email: developmentservices@ouc.com

            Orlando, FL  32802

7.         Once all information is obtained by Development Services and Engineer will be assigned to the project.

 

POLICE DEPARTMENT

CONDITIONS:

1.         None

RECOMMENDATIONS:

2.         Approved

 

PLANNING

CONDITIONS:

1.                   Has the developer (Dr. Phillips) agreed to the curb cut as proposed? Please document, along with recorded cross access easements.

2.                    Add trees and shrubs along the access road between the road and Hickory Tree Road.

Page 3, DRC Minutes - 08/26/04

 

 

3.                   Show where the trees for mitigation are proposed, 5 were identified clearly, unable to determine the remaining.

INFORMATION:

4.                   Revised plans must be submitted within sixty (60) days of this review.  Revised plans submitted after the allotted time frame will require a new application including payment of additional fees.

5.                   All submitted plans must be folded at the time of submittal.  Rolled plans will not be accepted.

 

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

CONDITIONS:

1.         A South Florida Water Management District permit is required for this project.

 

Mr. Taylor noted that he had made application for the SFWMD permit and that there were a couple of minor modifications that were going to be required.  Those modifications were briefly discussed.

 

OSCEOLA COUNTY PUBLIC SAFETY (911 ADDRESSING)

INFORMATION:

1.         No comment.

 

Mr. Woody Caldwell, a representative of Sprint, advised Mr. Taylor that a three inch (3”) conduit would need to be installed from the equipment room to the right-of-way.

 

Mr. Taylor noted that he would advise the architect of the requirement and have him forward a copy of the floor plan to Sprint.

 

Mr. Groenendaal asked when Mr. Taylor wanted to move the Certificate of Capacity forward to the City Council.

 

Mr. Taylor noted that he would like the certificate to go to Council on the next available agenda.

 

FINDING:

The DRC recommended approval with the conditions stated.  The applicant will resubmit revised plans for sign-off within sixty (60) days of this review.

 

 

 

2.         Case #4-106.01 – Regent Shoppes South

                                                NW Corner of Canoe Creek Road & Old Canoe Creek Road

                                                Site Plan

 

Mr. Bruce Taylor, Mr. Daniel Blackford and Mr. Jeffrey Ball were present to represent the application.

 

BUILDING DEPARTMENT

CONDITIONS:

1.         At least one accessible route (special emphasis crosswalk) shall be provided from public Transportation stops, public streets or sidewalks to the accessible building entrance per section 11-4.3.2 (1) of the Florida Building Code 2001 (Handicap Accessibility Code)

 

Mr. Taylor noted that he would address the issue on the revised plans.

 

PUBLIC WORKS

INFORMATION:

1.         The dumpster pad dimension meets the City’s requirement.  However, due to some design concerns with our standard detail, we are requesting applicants increase the depth of the dumpster enclosure from 10’ to 12’.  The reason for this request is due to the issue regarding the largest containers the City offers its customers.  Often times the gates will not close when the largest container is utilized.  The slab thickness and reinforcement will remain the same as the current standard detail.  We are in the process of revising our standards to incorporate the 12’ depth dimension.

 

Mr. Taylor noted that he would accommodate Public Work’s needs.

Page 4, DRC Minutes - 08/26/04

 

 

2.         The existing 5’ sidewalk adjacent to the property line within the Canoe Creek Road right-of-way needs to be extended to the north across the full frontage of the property with the future goal of connection to the sidewalk systems serving the residents of Sweetwater.

 

Mr. Taylor noted that he would make the change to show the sidewalk.

           

CONCURRENCY MANAGEMENT

CONDITIONS:

1.                   A Certificate of Capacity approved by City Council shall be required prior to receiving a Notice to Proceed.

2.                   Please pay concurrency review fee of $158.50 prior to Certificate of Capacity request being scheduled for City Council.

3.                   A Sewer Capacity Reservation Fee in the amount of $1,193.50 shall be paid prior to issuance of a Notice to Proceed, per Resolution 98-27R.  The Sewer Capacity Reservation Fee shall be credited towards the sewer impact fee at the time of building permit. The balance of all impact and tap fees shall be at the rate in effect at the time of building permit.

RECOMMENDATIONS:

4.                   Staff recommends approval with the above conditions.

INFORMATION:

5.                   The Sewer Capacity Reservation Fee equal to 10% of the estimated sanitary sewer impact fee.  For the commercial development, this is 10,850 s.f. of building x $1,100 ÷ 1,000 = $11,935.00 x 10% = $1,193.50 due at the Certificate of Capacity.  Per Resolution 98-27R.

6.                   A list of all impact fees is available from the Planning & Zoning Department upon request.

 

Mr. Taylor agreed with the comments from Concurrency Management.

 

Ms. Witol noted that the report had been written and would be taken to the City Council when the review fee was paid.

 

LINES DIVISION

CONDITIONS:

1.                   Connection to the sanitary sewer main will require a manhole structure at the end of the existing 8” main. Please add manhole and label it as manhole no. 46-181.

 

Mr. Taylor noted that the plan had been changed to add the drop and manhole and label them.

 

2.                   Change the slope of the 6” sanitary sewer lateral to have a 1.00% slope.

3.                   Add a 6” sanitary sewer clean-out at the connection point to the main.

4.                   Change the 10” x 2” & 12” x 2” wet taps to a double strap saddle per standard details.

5.                   The existing water main will not be allowed to be shut down to be lowered. The proposed storm drain needs to be re-configured with possibly using different pipe and indicating correct elevations of existing water main. If proven the water main will need to be lowered, an inline line stop will be required on each side of repair with two consecutive days of water samples taken, upon completion.  

6.                   Show the backflow preventers on the potable water as reduced pressure type.

7.                   All facilities with any type of food preparation will require a grease trap.

 

Mr. Taylor noted there would be some minor food preparation on the site and the matter was discussed.

 

Mr. Luthie noted that the issue of the grease trap could be addressed at the time of permitting once criteria could be provided for staff to look at.

                                   

INFORMATION:

8.                   The backflow preventer shown on the reclaimed water meter is not required.

9.                   The location of the sanitary sewer lateral across the front of the building will not allow for the installation of a grease trap, if required.        

 

FIRE DEPARTMENT

CONDITIONS:

Page 5, DRC Minutes - 08/26/04

 

 

1.         The fire lane is not required, if one is installed it shall conform to NFPA1 3-5 2000 edition.

RECOMMENDATIONS:

2.         Install a no parking zone in place of fire lane.

 

OUC (ELECTRIC UTILITY)

CONDITIONS:

1.         The owner will install all primary conduit and the concrete transformer pad.  The secondary conduit, wire, and terminations is the responsibility of the owner.  Please have the conduit installed and inspected by OUC three weeks before you need pre-power.  The transformers may be put on the power poles depending on the service size then underground to the building service which conduit and wire is the responsibility of the owner.

2.         A utility easement will be required once the location of the transformer and primary run is determined.

3.         There may be costs for temporary power to this site.  There will be a cost of approx. $2,800.00 to relocate the power pole being too close to the building located at the southwest corner of the building, please contact Angelo Perri at (407) 957-7231 if you have any questions.  Charges will have to be paid before pole is relocated.

4.         There may be costs to provide electric service to this project, please contact Development Services.

INFORMATION:

5.         OUC can provide parking lot lights for this project.  Please contact Development Services.

6.         Please send all site and electric information to OUC Development Services.

            500 South Orange Avenue          (407) 236-9652; fax (407) 236-9628

            P.O. Box 3193                           email: developmentservices@ouc.com

            Orlando, FL  32802

7.         Once all information is obtained by Development Services and Engineer will be assigned to the project.

 

POLICE DEPARTMENT

CONDITIONS:

1.         None

RECOMMENDATIONS:

2.         Approved

 

PLANNING

CONDITIONS:

1.                   Please pay $190.00, as the site plan fee is $1,200.00 and only $1,010.00 was paid.

2.                   Please change cover sheet to reflect that only 54 parking spaces are required.

3.                   Please redesign site to include 54 parking spaces, only 52 parking spaces are shown.

 

A loading zone and size needed for a loading zone were discussed briefly.

 

Mr. Taylor asked if there could be some short term parking designated that could be used for loading and unloading and Mr. Nearing noted that would work.

 

Ms. Witol noted that she had researched the issue in the LDC but didn’t find much information.

 

Mr. Nearing asked if the shopping center plaza was going to have access to this property and Mr. Taylor noted that they would be connected.

 

Use of the loading zone behind the adjacent shopping center was discussed.

 

Mr. Nearing explained that if there was to be some type of joint use of that area it would require a formal agreement and staff would need a copy of it.

 

Fire Marshall Ennis explained that a fire lane was not required and could be removed.

 

Mr. Nearing asked if there would be tractor trailers accessing the site and Mr. Taylor explained that they would not because it would be a violation of the deed restrictions.

 

 

Page 6, DRC Minutes - 08/26/04

 

Mr. Nearing advised Mr. Taylor that the code allowed DRC to waive the requirement and it sounded like the general consensus was that the requirement to be considered to be waived.

 

4.                   Please change the number of parking spaces in the northern row to reflect the correct # of spaces, only 8 are shown not 9.

5.                   Please change cover sheet to reflect correct # of handicap parking spaces, sheet states 5 are provided; however, only 3 are provided.

6.                   Please redesign center parking rows.  All parking rows shall be separated by a continuous landscaped dividing strip.  A minimum width of 4 feet shall be maintained between the backs of all required curbing.  Where wheel stops are used, the length of the parking stall may be reduced to 18’ if the dividing strip is widened to 8’.  A variance may be possible.

7.                   What is zoning of property to North, parcel# 27-26-30-4950-0001-0160?

RECOMMENDATIONS:

8.         Recommend approval with the above conditions

INFORMATION:

9.         Revised plans must be submitted within sixty (60) days of this review.  Revised plans submitted after the allotted time frame will require a new application including payment of additional fees.

10.               All submitted plans must be folded at the time of submittal.  Rolled plans will not be accepted.

 

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

CONDITIONS:

1.         A South Florida Water Management District permit is required for this project.

 

OSCEOLA COUNTY PUBLIC SAFETY (911 ADDRESSING)

CONDITIONS:

1.         After final site approval by the City; please submit final site plan showing tenant build out for addressing to the 911 Addressing Department.

 

Mr. Caldwell, from Sprint, advised Mr. Taylor that he would need conduit installed off of the west side going to the utility easement in the back where OUC would have their lines located.

 

Mr. Taylor noted that he would add it on the plans.

 

FINDING:

The DRC recommended approval with the conditions as stated. The applicant will resubmit plans for sign-off within sixty (60) days of this review.

 

 

 

 

3.         Case #4-107.01 – Cypress Preserve

W of Canoe Creek Road; 2 Miles S of U.S. 192

Revised Preliminary/Final Construction Plans

 

 

Mr. Greg Duggan, Mr. Sam Sabbali and Ms. Carolyn Hazlin were present to represent the application.

 

BUILDING DEPARTMENT

INFORMATION:

1.         No Comments.

 

PUBLIC WORKS

INFORMATION:

1.         The proposed culverts which must be constructed to cross the two drainage conveyance ditches will need to be analyzed for the hydraulic capacity needs.  This review will need approval from both the City of St. Cloud and Osceola County and may need to receive approval from FEMA, if the conveyance system is determined to be in a flood way.

 

Mr. Sabbali noted that this was actually a resubmittal of a previously approved project.

Page 7, DRC Minutes - 08/26/04

 

 

Mr. Luthie noted that he understood that fact but comments from those entities were still needed.

 

FEMA requirements were briefly discussed.

 

Mr. Duggan asked if a permit was required or just a review.

 

Mr. Luthie noted that he thought they were going to want a permit and the issue was discussed.

                                   

2.         The culvert crossing of the sanitary sewer main between manhole #41-72 and #41-71 may not have sufficient clearance to cross over the top of the sanitary sewer system.  A redesign of one or both of the pipe systems may be necessary to provide sufficient separation. The following permits will be required to be submitted at the time of the preconstruction conference and prior to the issuance of a Notice to Proceed; an FDEP water and sewer permit, a South Florida Water Management District permit, an Osceola County Right-of-Way Utilization permit for the connection to Canoe Creek Road, and a FEMA review of the proposed drainage structure placed within the flood way.

 

Mr. Luthie noted that this comment dovetails with that from the Lines Division explaining that there was a conflict with the canal crossing.

 

A lift station for the project was discussed with Mr. Duggan noting that the City needed to decide whether they wanted another lift station or if they wanted the lines to go lower on the main.

 

Mr. Luthie noted that he would discuss the matter with the Division Engineer.  He explained that the City did not want another lift station if there was a way around it.

 

The Stormwater conveyance system was briefly discussed.

 

CONCURRENCY MANAGEMENT

CONDITIONS:

1.                   A new Certificate of Capacity approved by City Council will be required as the previous Certificate has expired.

2.                   The Sewer Impact Reservation Fee $29,946.60, amount equal to 10% of required sewer impact fee, is required prior to issuance of Notice to Proceed. 

3.                   The Sewer Impact Reservation Fee shall be credited towards the sewer impact fee for each residential dwelling unit at the time of building permit at the rate of $235.80 per lot.  The balance of the sewer impact fee and all other impact and tap fees are due and payable at the time of Building Permit on a lot by lot basis.

RECOMMENDATIONS:

4.         Recommend approval with the above conditions

INFORMATION:

5.         This Certificate of Capacity request shall be presented to the City Council on September 9, 2004.

6.         The Sewer Impact Reservation Fee is calculated as 10% of the estimated sewer impact fee for the development, according to Resolution 98-27R. The estimated sewer impact fee for the project is $2,358 per dwelling unit. The Concurrency Application requested that the Certificate of Capacity include both phase 1 and 11. 127 dwelling units x $2,358 = $299,466.00 x 10% = $29,946.60.

7.                   A state-licensed contractor per Osceola County Health Department standards must abandon any existing septic tanks or wells.  If a well is retained for irrigation, a reduced pressure backflow preventer must be installed.

 

Mr. Duggan noted that he had no issues regarding concurrency.

 

LINES DIVISION

CONDITIONS:

1.                   The Preliminary Plat will be required to reflect all changes in the Construction Drawings.

2.                   Replace sheets C-25 through C-27 and replace with the latest version of the City of St. Cloud Standard detail Sheets dated 01/22/04.

3.                   Provide the jumper locations and all water sample locations for each phase.

4.                   Provide water and reclaimed water Hydraulic Analysis Reports.

Page 8, DRC Minutes - 08/26/04

 

 

5.                   The minimum allowable slope for sanitary sewer is .32%. Please adjust slopes.

6.                   The minimum size reclaimed water main size allowed is a 6” main besides on cul-de-sacs. Please make corrections.

 

Reclaim use for the site was briefly discussed with Mr. Luthie recommending that the applicant contact Mr. Mauro.

 

Mr. Duggan asked if there was a hydraulic model for the entire City available.

 

Mr. Luthie noted that there was none but he would provide him with the tie in pressures.

 

7.                   Add a gate valve and a temporary blow-off at the end of phase line.

8.                   The lot numbers are different on various sheets. Please correct lot numbers.

9.                   Sheet C-11, STA 21+00 why is the reuse main shown at elevation 63.30?

10.               All depths beyond 3’ for water and reuse mains need to be justified.

11.               Sheet C-13, a section of the reuse main is not shown on the plan across lots 28 & 29.

12.               Sheet C-14, STA 70+35, change the separation to the minimum 12”.

13.               Sheet C-15, plans indicate a 4” reuse main and the profile shows a 6” main.

14.               Sheet C-16, Re-locate the fire hydrant valve to the tee location on the main at lot 71.

15.               Sheet C-17, the directional bore only refers to the water main and needs to show reuse main also.

16.               Sheet C-17, add note to encase the DIP sewer main with a minimum 2’ x 2’ concrete encasement across the storm ditch.

17.               Sheet C-17, STA 90+25, indicate the deflection in the reuse main on the profile.

18.               Sheet C-19, provide conflict detail of sanitary sewer main and storm pipe between ponds.

19.               Sheet C-19, align reuse main properly to connect to existing valve at the connection point.

20.               Sheet C-19, adjust the outlined area for conflict #2, to the conflict area.

21.               Sheet C-19, align the water main properly to the existing valve at the connection point.

22.               Sheet C-19, the water main has been extended beyond the existing edge of pavement in Canoe Creek Lakes. Show connection to the existing blow-off. 

 

Mr. Sabbali noted that he would revise the plans accordingly.

 

FIRE DEPARTMENT

CONDITIONS:

1.                   Install hydrants at the following locations:

    1. NE corner of lot 88
    2. NE corner of lot 27
    3. Lot 21
    4. SW corner of lot 16
    5. SW corner of lot 55
    6. SE corner of lot 60

2.                   Delete hydrants at lots 87,39,57,62 and center lot 27.

3.                   The 6” main on street B needs to be changed to 8”.

4.                   Before and during construction, when combustibles are brought onto the site in such quantities as deemed hazardous by the fire official, paved roads to provide access for fire vehicles and a suitable water supply for fire protection acceptable to the fire department shall be provided and maintained.  (L.D.C. 6.1.21.3)

5.                   A boulevard type entrance is required to the first intersection. (L.D.C. 6.2.2)

 

Entrance to the development was discussed at length with Mr. Sabbali noting that installing a boulevard type entrance would be a huge problem.

 

Mr. Luthie noted that a minimum of twenty-two feet (22’) would be needed for two lanes.

 

INFORMATION:

6.                   Distance from or spacing for hydrants located within single family residential subdivisions shall not exceed five hundred (500) feet and shall be connected to water mains no less than eight (8) inches in diameter. The required distance between all hydrants shall be measured along the road right-of-way

Page 9, DRC Minutes - 08/26/04

 

 

and shall not be measured across private property not designated and used as a road right-of-way. No individual hydrant shall be designed to deliver more than 1000 GPM of required fire flow. (L.D.C. 7.9.2.b.1)

7.                   The Fire Rescue Department would support a variance to allow a cul-de-sac with an 80’ radius on street G.

 

The issue of the variance was discussed at length with everyone agreeing to look at a re-design.

 

OUC (ELECTRIC UTILITY)

CONDITIONS:

1.         The owner will install all electric conduit ,primary manholes or pullboxes, concrete switchgear pads, concrete transformer pad, secondary pullboxes that are required to install the electric within the project.  Please have the conduit installed and inspected by OUC three weeks before you need pre-power. 

2.         A 10’ foot wide utility easement will be required on all property lines abutting a right-of-way.  Other easements may be required.

INFORMATION:

3.         OUC can provide parking lot lights for this project.  Please contact Development Services.

4.         Please send all site and electric information to OUC Development Services.

            500 South Orange Avenue          (407) 236-9652; fax (407) 236-9628

            P.O. Box 3193                           email: developmentservices@ouc.com

            Orlando, FL  32802

5.         Once all information is obtained by Development Services and Engineer will be assigned to the project.

 

POLICE DEPARTMENT

CONDITIONS:

1.         None

RECOMMENDATIONS:

2.         Approved

 

PLANNING

CONDITIONS:

1.                   Please provide letter of authorization from property owner.

2.                   Please include current survey which reflects that the R-O-W has been abandoned.

3.                   Please include any landscaping plans in the PSP, they should not be a separate submittal.

 

Mr. Sabbali asked if these comments were related to only the construction plans and Mr. Nearing explained that it should be included with both.

 

Fencing for the development was discussed.

 

4.                   Will you be applying for a variance for the 6’ wall along Canoe Creek?  Staff would support a variance.

 

Mr. Sabbali noted that the intention was to request the variance for the wall as well as deletion of the easement.

 

Mr. Nearing noted that 12 copies of an 11X17 reduction needed to be submitted with the variance application and that it should be submitted as soon as possible.

 

5.                   A wall will also be required along the proposed county row.  Staff would support a variance to this with the condition that a 6’ opaque wood or PVC fence be constructed at the time of the construction of the road.  The fence would be required to be installed by the HOA.  The condition would be extended to the PSP, final plat and HOA documents.

6.                   Please provide 12 copies of the plans for the Planning Board and City Council Meetings.  Plans must be received prior to 9/6/4 in order to appear on the 9/28 Planning Board agenda.

INFORMATION:

7.                   Revised plans must be submitted within sixty (60) days of this review.  Revised plans submitted after the allotted time frame will require a new application including payment of additional fees.

8.                   All submitted plans must be folded at the time of submittal.  Rolled plans will not be accepted.

 

Page 10, DRC Minutes - 08/26/04

 

 

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

CONDITIONS:

1.         A South Florida Water Management District permit is required for this project.

 

The installation of utilities along the wetlands and the variances to be requested were discussed.

 

Mr. Duggan noted that the issue regarding the slopes still needed to be resolved and that he would be meeting with Mr. Luthie separately to discuss the matter.

 

FINDING:

The DRC recommended approval with conditions.  The applicant will resubmit a revised plan for sign-off within sixty (60) days of this review.

 

 

 

 

4.         Case #4-29.04 – Pemberly Pines

Commerce Center Drive

Final Plat

 

There was no one present to represent the application and no discussion of the case occurred.

 

BUILDING DEPARTMENT

INFORMATION:

1.         No Comments.

 

PUBLIC WORKS

INFORMATION:

1.         The dedication portion of the plat must be revised to include under the homeowners association maintenance the storm water easement C and D.  On sheet 2 of 3, the drainage easement as referenced in OR Book 914, page 2784 and OR Book 914, page 9790, appears to overlap the lots 13 through 25.  The referenced drainage easement will need to be vacated upon the improvement of the open drainage way.

2.         On sheet 3 of 3, an existing 40’ drainage easement as referenced in OR Book 795, page 652 may not be necessary due to the current configuration of the drainage system.

3.         A drainage easement as referenced in OR Book 914, page 2784 and OR Book 914, page 2790 appears to encroach within the lots identified as 124 through 130.  Currently an open drainage way exists within the easement and it may be necessary to improve the open drainage way with a closed system in order to vacate a portion of the easement.

 

LINES DIVISION

CONDITIONS:

1.         The utility easement does not adequately cover the proposed utilities on both sheets.

 

FIRE DEPARTMENT

INFORMATION:

1.         Approval of this case will not cause an adverse affect on fire rescue department operations.

 

OUC (ELECTRIC UTILITY)

CONDITIONS:

1.         The Final Plat meets the requirements of the Orlando Utilities Commission Electric Engineering Division.  Please note additional easements may be required and can be addressed if needed at the time of the electric layout.

 

PLANNING

CONDITIONS:

1.                   Our Department policy regarding the recording of plats has changed.  Please come to the Department of Planning and Zoning for a copy of the checklist or you may download it at www.stcloud.org.

Page 11, DRC Minutes - 08/26/04

 

 

2.                   Please submit an electronic version of this plat.  Auto-Cad files are acceptable.

3.                   Please submit 12 copies of the plat for approval by the Planning Board and City Council.

4.                   Please remove duplicate “OF” on 2nd line of title on all 3 pages.

5.                   Please change easements to tracts (including the stormwater management areas and common areas and in dedication area, except for utility and drainage easements.

6.                   Since the right-of-way variance was not pursued, a condition on the PSP was added stating that the road be marked as a private road open for public access and marked as a tract to be maintained by the Home Owner’s Association as a tract.  Please include this on the final plat.

7.                   On the PSP, construction plans and survey submitted at those times showed the south westerly drainage easement of the both parcels as 50’, the plat is showing the easements as 60’ with buildings encroaching.  Please inform what is correct and either correct plat or apply for a vacation of the easement.

8.                   Please mark drainage easements as being obstructable or unobstructable.

9.                   Please provide 12 copies of the plans for the Planning Board and City Council Meetings.  Plans must be received prior to 9/6/4 in order to appear on the 9/28 Planning Board agenda.

RECOMMENDATIONS:

10.               Recommend of approval with the above conditions 3-8 being met prior to case being scheduled for Planning Board.

INFORMATION:

1.                   Revised plans must be submitted within sixty (60) days of this review.  Revised plans submitted after the allotted time frame will require a new application including payment of additional fees.

2.                   All submitted plans must be folded at the time of submittal.  Rolled plans will not be accepted.

 

SOUTH FLORIDA WATER MANAGEMENT DISTRICT

CONDITIONS:

1.         The District recommends approval.

 

OSCEOLA COUNTY PUBLIC SAFETY (911 ADDRESSING)

CONDITIONS:

1.                   Prior to submitting final plat; applicant shall clear all proposed street names with the 911 Addressing Department. Please submit final plat to the 911 Addressing Department for review.

 

FINDING:

The DRC recommended approval with conditions.  The applicant will resubmit a revised plat for sign-off within sixty (60) days of this review.

 

 

ADJOURNMENT:           The meeting was adjourned at 2:35 P.M.