DECEMBER 16, 2016 SUBJECT: INITIAL COMMENTS LETTER PROJECT NAME: PHOENIX WOOD PRODUCTS EXPANSION PROJECT #1999007958 APPLICATION: MAJOR SITE PLAN #19606 Met with staff 12/22/16, DRC on 1/9/17 1. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.6.B - Alternative Treatment Techniques STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: Alternative Treatment Techniques can be pursued in lieu of a waiver to Water Quality. 2. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.10.B - Copy of NPDES Permit or NOI STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: Please provide a copy of the NPDES Permit or NOI prior to commencement of construction. 3. DEPARTMENT: ENGIN - DEVELOPMENT REVIEW REVIEW ITEM: 2.12.4.K - List of approved waivers, their conditions, and the date of approval STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: 12/12/16 - Add waivers if requested in the future 4. DEPARTMENT: ENGIN - DEVELOPMENT REVIEW REVIEW ITEM: Additional Development Review Comments STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: After approval, plans will be electronically stamped by the county. The applicant will receive an email indicating that approved plans are available for download and are located in the eplans project Approved folder. For Development Review submittals, with the exception of Final Plats and Minor Site Plans, applicants are required to print, obtain required signatures, and sign and seal two 24 x 36 sets of the electronically stamped approved plan and deliver them to the Office of County Engineer, Development Review Section, located at 412 SE 25th Avenue Ocala, FL 34471. Upon receipt, a development order will be issued. Until such time as that development order is issued, the project does not have final approval and construction, if applicable, shall not commence. For plans requiring As-Builts, As-Builts and associated documentation shall be submitted on paper in accordance with current county requirements. 5. DEPARTMENT: UTIL - MARION COUNTY UTILITIES REVIEW ITEM: 6.14.2 - Connection Requirements STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: Project is within Tradewinds Utility service area. Please confirm availability 6. DEPARTMENT: FRMSH - FIRE MARSHAL REVIEW REVIEW ITEM: 6.18.3 - Gated Communities/Properties STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: If a gate is to be installed it shall be siren activated
7. DEPARTMENT: FRMSH - FIRE MARSHAL REVIEW REVIEW ITEM: 6.18.5 - Access Control Box STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: Knox box will be required if the building is required to have a sprinkler and or alarm system 8. DEPARTMENT: FRMSH - FIRE MARSHAL REVIEW REVIEW ITEM: NFPA 1 Chapter 11.10.1 - In Building Minimum Radio Signal Strength STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: This building will require a to have a Minimum Radio Signal strength test performed on the building per NFPA 1 Chapter 11.10.1. Please update the plans for compliance. 9. DEPARTMENT: FRMSH - FIRE MARSHAL REVIEW REVIEW ITEM: 6.18.2.G - Painting and Marking of Fire Hydrants STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: New hydrants will be required to be painted per NFPA 291 10. DEPARTMENT: LUCURR - LAND USE CURRENT REVIEW REVIEW ITEM: Additional Planning Items: STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: The site is located within the Silver Springs Community Redevelopment Area (CRA). Staff requests that architectural elevations for the front/portions of the building that will be visible from NE 36th Avenue be provided for reference information with future submittals/resubmittals. 11. DEPARTMENT: 911-911 MANAGEMENT REVIEW ITEM: Additional 911 comments STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: Please clarify if the existing structures on the east side of this parcel will be demoed or will remain. Additional addresses may need to be assigned if they remain. 12. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.8.8 - Building landscaping STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: Future office building location noted. Buffer at retention area may be adjusted and utilized to meet the intent of this section. 2
13. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.9.2 - Irrigation plan requirements (details, legend, notes) STATUS OF REVIEW: ENGINEER ACKNOWLEDGED INFO COMMENT REMARKS: Please note that an as-built plan which includes the following information will be required: Sec. 6.9.6 Completion inspection requirements. A. Irrigation installation professionals shall be accountable for the proper installation and compliance with the conditions of the irrigation permit and approved plans. B. Upon completion of the installation, the contractor or owner shall request an inspection by the irrigation design professional. Prior to the inspection, the irrigation installation professional shall produce a clear and legible as-built diagram which accurately represents the irrigation system was installed. The diagram shall be presented and reviewed during the final inspection. The diagram may be a marked-up copy of the approved irrigation plan and shall include at a minimum: (1) Locations of all mainlines and mainline valves; (2) Locations of all remote control valves; (3) Water demand per zone in GPM, and (4) Total water demand per operating cycle. C. The irrigation installation professional shall also provide to the owner: (1) Irrigation system scheduling information; (2) A copy of the irrigation controller owner s manual; (3) Irrigation system maintenance schedule, which includes: (a) Instructions for seasonal adjustments of controller and sensors. (b) Instructions covering how and when to check for leaks. (c) A schedule for checking for proper irrigation distribution coverage. D. Within 60 days after installation the irrigation controller shall be adjusted to be set in accordance with the applicable irrigation schedule set forth in this Code. E. Upon completion of the irrigation system installation and the acceptance of the as-built diagram and operational information, a Final Inspection and Landscape/Irrigation Release shall be signed and sealed by the irrigation design professional and submitted to the County s Landscape Architect. 14. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 2.12.4.L(9)(b) - Data Block (Impervious Area) REMARKS: Please include the existing impervious area in the cover sheet Data Block. 15. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.3 - Type of Stormwater Facility Criteria STATUS OF REVIEW: STAFF RECOMMENDS APPROVAL OF WAIVER SUBJECT TO PROPOSED LANDSCAPING AND FENCING REMARKS: Proposed Private Commercial Lot: A waiver is required for lacking a maintenance berm around the entire perimeter of the facility. Please discuss with Stormwater staff. LDC 6.13.3.C(1) - Maintenance Berm Around DRA CODE states retention/detention areas shall have a minimum berm width of 12 feet, stabilized at 6 percent grade maximum around the entire perimeter of the facility. APPLICANT requests waiver because the driveway and parking areas provide ample staging area for any maintenance required. Additional maintenance berm would adversely impact the manufacturing process. 3
16. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.6 - Stormwater Quality Criteria STATUS OF REVIEW: STAFF RECOMMENDS APPROVAL OF WAIVER SUBJECT TO PROPOSED LANDSCAPING AND FENCING REMARKS: DRAs of this depth require side slopes of 4:1 to meet satisfy water quality. LDC 6.13.6.A(3)(c) - Side Slopes of DRA CODE states dry retention systems that have a depth of six feet or less, measured from top of bank to pond bottom, with side slopes that are no steeper than 4:1 shall have sodded side slopes and bottoms. APPLICANT requests waiver because the DRA will be privately owned and maintained and are expected to recover. Landscaping and/or fencing will discourage 17. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.8 - Stormwater Conveyance Criteria REMARKS: Please meet the 25yr-24hr tailwater conveyance criteria. 18. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.2.B(5) - Hydraulic Analysis REMARKS: Please provide a Hydraulic Analysis. 19. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.8.B(7) - Minimum Pipe Size STATUS OF REVIEW: STAFF RECOMMENDS APPROVAL OF WAIVER TO REDUCE MINIMUM PIPE SIZE FROM 18 TO 15 DIAMETER AND EQUIVALENT AS SHOWN ON THE PLANS BASED ON APPLICANT PROVIDING SUPPORTING HYDRAULIC CALCULATIONS REMARKS: Staff will support a waiver to reduce the minimum pipe size requirement from 18 to 15 diameter and equivalent as shown on the plans based on the applicant providing supporting hydraulic calculations. LDC 6.13.8.B(7) - Minimum Pipe Size CODE states stormwater conveyance pipes and cross culverts shall be a minimum of 18 inches diameter or equivalent. Driveway culverts shall be a minimum of 15 inches diameter or equivalent for residential use and a minimum of 18 inches diameter or equivalent for commercial use. Roof drains, prior to connection to the overall stormwater system, are exempt from minimum diameter requirements. APPLICANT requests waiver because pipes are adequately sized and privately maintained. 20. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.2.A(6) - Existing/Proposed Stormwater Pipes REMARKS: What is the pipe between K and K-1? 21. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.10 - Karst Topography and High Recharge Areas REMARKS: Please provide a surficial Karst Analysis. 4
22. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: 6.13.12 - Operation and Maintenance REMARKS: Please provide a SEPERATE Operation and Maintenance document with procedures for the operation and maintenance of the stormwater facility also include the certification as follows I hereby certify that I, my successors, and assigned shall perpetually operate and maintain the stormwater management and associated elements in accordance with the specifications show herein and on the approved plan. 23. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM: Please provide a final signed and sealed hard copy signature page with references to the stormwater analysis or final hard copy of the full stormwater analysis. REMARKS: 24. DEPARTMENT: ENGTRF - TRAFFIC REVIEW REVIEW ITEM: 2.12.9 - Location and dimensions of streets and right-of-way REMARKS: 12/12/16 - Show the existing pavement width on NE 36th Avenue. 25. DEPARTMENT: ENGTRF - TRAFFIC REVIEW REVIEW ITEM: 6.11.4.B - Cross access STATUS OF REVIEW: STAFF RECOMMENDS APPROVAL OF WAIVER TO NOT PROVIDE AN EASEMENT ACROSS THE ENTIRE LENGTH OF THE PARCEL SUBJECT TO PROVIDING AN EASEMENT FROM THE SOUTHERN PROPERTY LINE TO THE DRIVEWAY REMARKS: 12/12/16 - Provide a 24' wide paved cross access easement for the entire length of the parcel. LDC 6.11.4.B(2) - Cross Access (Parallel Access) CODE states cross access shall be provided and constructed for all commercial, industrial, and multi-family residential development on arterial and collector roads unless it is determined by the County Engineer to not be practical or reasonable due to adjacent features, specific type of development, or the potential development of the adjacent property. APPLICANT requests waiver because cross access is proposed to the south but DRA location prohibits connection to the north. 26. DEPARTMENT: ENGTRF - TRAFFIC REVIEW REVIEW ITEM: 6.11.5 - Driveway access WITH ITEMS 1 & 2 STATUS OF REVIEW: STAFF RECOMMENDS APPROVAL OF WAIVER ON ITEM 3 REMARKS: 12/12/16-1. Show the truck turning templates for all movements at the driveway. 2. Add a note stating that the sight distance at driveways complies with FDOT requirements. 3. The proposed driveway does not meet spacing requirements to the driveway to the south. LDC 6.11.5.C(1) - Driveway Spacing CODE states the minimum allowed distance between a commercial driveway and the nearest intersecting roadway or driveway shall be as shown in Table 6.11-2 and 6.11-3. APPLICANT requests waiver because the driveway locations were discussed with staff during the conceptual review process and are located in an acceptable location. 5
27. DEPARTMENT: ENGIN - DEVELOPMENT REVIEW REVIEW ITEM: 2.21.2.B - Major Site Plan fee of $250.00 + ($5.00 x total site acreage) made payable to Marion County BCC REMARKS: 12/12/16 - Due with resubmittal 28. DEPARTMENT: ENGIN - DEVELOPMENT REVIEW REVIEW ITEM: 2.21.2.B - Plan review fee of $40.00 made payable to Marion County Health Department REMARKS: 12/12/16 - Due with resubmittal 29. DEPARTMENT: ENGIN - DEVELOPMENT REVIEW REVIEW ITEM: 2.12.4.F - Licensed professional certification on cover sheet with signature and seal on all sheets prior to plan approval REMARKS: 12/12/16 - Remove "preliminary not for construction" prior to plan approval. 30. DEPARTMENT: ENGSUR - SURVEY REVIEW REVIEW ITEM: 6.4.7.A(2 & 3) - One copy of the vertical control field notes shall be submitted to the Office of the County Engineer for review REMARKS: Please provide. 31. DEPARTMENT: ENGSUR - SURVEY REVIEW REVIEW ITEM: 6.4.7.B(4) - Provide one copy of the horizontal control notes along with reduction reports shall be submitted to the Office of the County Engineer for review REMARKS: Please provide. 32. DEPARTMENT: ENGSUR - SURVEY REVIEW REVIEW ITEM: 2.12.4.F.(2) - Surveyor and Mapper certification REMARKS: Please change 'MINIMUM TECHNICAL STANDARDS' to "STANDARDS OF PRACTICE" per Chapter 2014-147 Section 1. Section 472.027, Florida Statutes. 33. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.7.3 - Tree protection REMARKS: Sec. 6.8.2 J. Requires that notes regarding tree protection and inspections as outlined in Section 6.7.3 and 6.7.12 shall also be provided on the site and grading plan sheets. 6
34. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.7.4 - Shade tree requirements STATUS OF REVIEW: STAFF DOES NOT RECOMMEND APPROVAL OF WAIVER REMARKS: Sec. 6.7.4 A. The post-development ratio of shade trees to the area of the site shall be a minimum of one shade tree per 3,000 square feet. A waiver to this requirement is not supported by staff. LDC 6.7.4.A - Shade Tree Requirements CODE states that shade trees are required for all developments excluding residential developments and shall be a minimum of one shade tree per 3,000 square feet. APPLICANT requests waiver because the landscape plan proposes 77 trees which is more DBH than being removed. Site constraints limit locations where additional trees can be placed, and payment into a tree fund is a financial penalty for the re-purposing/development of this site. 35. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.7.8 - Protected tree replacement requirements STATUS OF REVIEW: STAFF DOES NOT RECOMMEND APPROVAL OF WAIVER REMARKS: If the pre-development number of inches is less than 100 DBH per acre on the average, the property owner shall replace trees to equal the pre-development number of DBH inches. The LDC provides a Tree Mitigation Fund as an alternative to replacing trees on site: Per Sec. 6.7.10 (B) An application to pay in lieu of installing any required replacement trees is made through the County s Landscape Architect. The pay in lieu option shall only be used for replacement trees and for no other landscape or tree planting requirement as stated in this Code. C. At the County's discretion, in lieu of installing replacement trees, a permittee may pay a fee into the Tree Mitigation Fund at a per-tree cost. The amount of such fee shall be determined on a case by case basis through the public solicitation for bids and the amount shall be based on: (1) The wholesale cost of material (2) Cost of labor for installation (3) Cost of maintenance for two years D. Payment into the Tree Mitigation Fund shall be recommended by the County s Landscape Architect and approved by the Board prior to issuance of the tree removal permit. A waiver to the tree replacement requirement would not be supported by staff. LDC 6.7.8 - Tree Replacement Requirements CODE states all trees not permitted for removal must be protected and maintained. For those protected trees permitted for removal, trees shall be replaced in accordance with the minimum standards set forth below. APPLICANT requests waiver because the landscape plan proposes 77 trees which is more DBH than being removed. Site constraints limit locations where additional trees can be placed, and payment into a tree fund is a financial penalty for the re-purposing/development of this site. 36. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.8.2 - Landscape plan requirements (details, schedule, calculations, notes) REMARKS: Please provide calculations for landscape buffers. 7
37. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.8.6 - Buffers REMARKS: The street frontage requires a C-Type buffer, which shall consist of a 15 foot wide landscape strip without a buffer wall. The buffer shall contain at least two shade trees and three accent/ornamental trees for every 100 lineal feet or fractional part thereof. Shrubs and groundcovers, excluding turfgrass, shall comprise at least 50 percent of the required buffer and form a layered landscape screen with a minimum height of three feet achieved within one year. Accent/ understory trees are absent in the proposed buffer. Please label and dimension buffer and include calculations to demonstrate that requirement has been met. 38. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.8.7 - Parking areas and vehicular use areas REMARKS: Sec. 6.8.7 C. states that "For paved parking areas within a Primary SPZ, including those with permeable or porous surfaces, parking lot islands shall be completely planted with shrubs or groundcovers; the use of turfgrass is prohibited. Also, a minimum five foot wide landscape area consisting of shrubs and groundcovers, excluding turfgrass, shall be provided around the perimeter of parking areas to form a landscape screen with a minimum height of three feet achieved within one year of planting. 39. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.13.3.D(4) - Landscaping of private stormwater management facilities REMARKS: Per Sec. 6.13.3(5), A retention/detention area that is adjacent to a public right-ofway... shall be landscaped with a mixed plant palette meeting Marion-friendly landscaping standards minimally consisting of four shade trees and 200 square feet of landscaping comprised of shrubs and/or groundcover for every 100 lineal feet of frontage or fractional part thereof, or, in the case of a wet facility, a littoral zone meeting the governing water management district criteria. The proposed landscaping shall be arranged to provide ease of maintenance and screening of stormwater structures. Please include calculations on plan. 40. DEPARTMENT: LSCAPE - LANDSCAPE DESIGN AND IRRIGATION REVIEW ITEM: 6.19.3 - Outdoor lighting plan requirements REMARKS: Comments pending Photometric Plan submittal. 41. DEPARTMENT: ZONE - ZONING DEPARTMENT REVIEW ITEM: 2.12.24 - Landscape requirements/6.8.6 - Buffering REMARKS: Need buffering along 36TH AV. 42. DEPARTMENT: ZONE - ZONING DEPARTMENT REVIEW ITEM: 2.12.32/6.5.4 - Modified environmental assessment or exemption if information is available to the county to indicate no habitat or existence of endangered species or vegetation REMARKS: Please provide study or demonstrate why it qualifies for an exemption. 8
43. DEPARTMENT: ZONE - ZONING DEPARTMENT REVIEW ITEM: 4.4.4 -Sign (provisions for advertising signage), if it is a multi occupancy complex like shopping centers they must submit a master sign plan. REMARKS: Please show where sign is to be located. Please place note on cover that acknowledges permits will be needed. 44. DEPARTMENT: ZONE - ZONING DEPARTMENT REVIEW ITEM: 2.12.27 - Show location of outside storage areas STATUS OF REVIEW: STAFF RECOMMENDS APPROVAL OF WAIVER SUBJECT TO LANDSCAPING AND EXISTING BUFFERING TO PROVIDE SCREENING. REMARKS: Please show area of any outside storage. LDC 4.2.5.C(5) Requires buffering or screening of opaque status up to 8' in height. This is to prevent visibility from all access streets, freeways, and incompatible adjacent properties. Primarily to the north and west. LDC 4.2.5.C(5) - Outside Storage Screening CODE states areas used for parking of commercial vehicles, or storage of vehicles, or outdoor storage or uses shall be screened, buffered or fenced in such a manner as to screen said areas from view from access streets, freeways and incompatible adjacent properties. Such screening shall form a complete opaque screen up to a point of eight feet in vertical height. APPLICANT requests waiver because landscaping along 36 th Avenue is screening project site. THURSDAY STAFF MEETING 12/22/16 DRC MEMBERS PRESENT: STAFF PRESENT: Jon Harvey (Planning/Zoning) Kim Dinkins (Planning/Zoning) Kevin Smith (Planning/Zoning) Martina Lawrence (Parks) Anthony Marino (Fire) Ray Stump (Fire) Janet Warbach (911) Gail Mowry (Office of the County Engineer) Jeremy Felts (Office of the County Engineer) Chris Zeigler (Office of the County Engineer) Cheryl Weaver (Office of the County Engineer) Wendy Walters (Office of the County Engineer) Erin Webber (Office of the County Engineer) 9
48 HOURS BEFORE YOU DIG 1-800-432-4770
OTHER PIPE HORIZONTAL SEPARTION CROSSINGS (1) JOINT SPACING @ CROSSINGS (FULL JOINT CENTERED) WATER MAIN WATER MAIN ALTERNATE 3 FT. MINIMUM STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER (2) 3 FT. MINIMUM 12 INCHES IS THE MINIMUM, EXCEPT FOR STORM SEWER, THEN 6 INCHES IS THE MINIMUM AND 12 INCHES IS PREFERRED WATER MAIN ALTERNATE 3 FT. MINIMUM WATER MAIN WATER MAIN WATER MAIN VACUUM SANITARY SEWER 10 FT. PREFERRED 3 FT. MINIMUM 12 INCHES PREFERRED 6 INCHES MINIMUM ALTERNATE 6 FT. MINIMUM WATER MAIN WATER MAIN GRAVITY OR PRESSURE SANITARY SEWER, SANITARY SEWER FORCE MAIN, RECLAIMED WATER (4) 10 FT. PREFERRED 3 FT. MINIMUM (3) 12 INCHES IS THE MINIMUM, EXCEPT FOR GRAVITY SEWER, THEN 6 INCHES IS THE MINIMUM AND 12 INCHES IS PREFERRED WATER MAIN ON-SITE SEWAGE TREATMENT & DISPOSAL SYSTEM 10 FT. MINIMUM --- --- (1) WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 12 INCHES. (2) RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (3) 3 FT. FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER. (4) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. DISCLAIMER- THIS DOCUMENT IS PROVIDED FOR YOUR CONVENIENCE ONLY. PLEASE REFER TO F.A.C. RULE 62-555.314 FOR ADDITIONAL CONSTRUCTION REQUIREMENTS.
WATER SEWER M.C.U XXX XXX WATER L-20 2009 WATER M.C.U xxx xxx WATER L-20 2009 150
MPA M I C H A E L P A P E & A S S O C I A T E S, P. A. LAND PLANNING 2351 S.E. 17TH STREET SITE DESIGN LANDSCAPE AR CHITECTUR E OCALA, FLORIDA 34471 (352) 351-3500
MPA M I C H A E L P A P E & A S S O C I A T E S, P. A. LAND PLANNING 2351 S.E. 17TH STREET SITE DESIGN LANDSCAPE AR CHITECTUR E OCALA, FLORIDA 34471 (352) 351-3500