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REVIEW COMMENTS 7.A.l OCEAN 95 EXCHANGE PLAZA (NWSP 06-020) NEW SITE PLAN A - ~-/ D .~f -h~ tk-0 ~ C\ ~~J ~ect7l1-vlW<v<V I j ( C ,S \{. C. KDSS ~ C 1v tk sC, ~J .(,~ 71u fr4* W- .)Jot t00LUh') wI 1lW frp~ DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 06-175 STAFF REPORT TO: Chair and Members of the Planning and Development Board and City Commission THRU: Michael Rumpf Planning and Zoning Director FROM: Eric Johnson, AICP Planner ccj DATE: September 20, 2006 Ocean 95 Exchange Plaza / NWSP 06-020 PROJECf NAME/NO: REQUEST: New Site Plan PROJECT DESCRIPTION Property Owner: Mr. Michael C. DeSimone and Coral Capital Palm Beach, LLC Applicant: Boynton Industrial, LLC Agent: Mr. Crockett Farnell Location: 514 though 518 West Ocean Avenue, which is located on the south side of West Ocean Avenue, directly abutting the east side of the C.S.X. Railroad tracks and the west side of Intestate 95 (see Exhibit "A" - Location Map) Parcel Size: 294,997 square feet (6.77-acres) Existing Land Use: Industrial (1) Existing Zoning: Light Industrial (M-l) Proposed Land Use: No change Proposed Zoning: No change Proposed Use: 133,911 square feet of office / warehouse Adjacent Uses: North: Right-of-way for West Ocean Avenue, then farther north is developed property classified with Industrial (1) land use and zoned Light Industrial (M-l); Staff Report - Ocean 95 Exchange Plaza (NWSP 06-020) Memorandum No PZ 06-175 Page 2 South: Undeveloped property classified with Industrial (I) land use and zoned Light Industrial (M-l); East: Right-of-way for Interstate 95, then farther east is developed residential property classified with Low Density Residential (LOR) land use and zoned Single-family Residential (R-l-A); and West: Right-of-way for C.S.X. Railroad tracks, and then farther west are properties with varying land use classifications and zoning districts. Northwest of the C.S.X Railroad tracks are developed residential properties classified with Medium Density Residential (MDR) land use and zoned Duplex Residential (R-2). Southwest of the C.S.X. Railroad tracks is a storm-water retention area for Industrial Park, classified with High Density Residential (HDR) land use, and zoned Planned Unit Development (PUD). Site Characteristic: According to the survey, the subject site was previously developed and licensed for a fence company (Bulldog Fence) and a welding / manufacturing business (Four Steel Corporation) but now it sits vacant. The survey indicates the property is an irregularly-shaped decagon, nestled between the C.S.X Railroad tracks (to the west) and Interstate 95 (to the east). The east and west property lines, which form the "length" of the site, are much longer than the north and south boundaries (width). Also, the width of the south property line is shorter (less deep) than the north end, which further exposes the difficulty in developing the site to current design standards. The survey indicates that an existing Cracker Barrel billboard sign is located along the east property line, near the middle of the site. Also, an existing cell tower is located along the east property line approximately 270 feet south of West Ocean Avenue. Neither the billboard nor the cell tower would be removed or relocated as a result of the proposed development. According to the applicant, the lease of the sign commenced on June 1, 1996 and will not expire for another 30 years. The cell tower least started on November 24, 1999 and will not expire until 2036. BACKGROUND Proposal: Mr. Crockett Farnell, representing Boynton Industrial, LLC is requesting site plan approval for the construction of three (3) office / warehouse buildings totaling 133,911 square feet on the 6.77-acre parcel. As previously mentioned, the subject parcel is comprised of several lots and previously developed with a fence company and welding / manufacturing business. The intent is to combine all lots, raze each structure, and construct new buildings and parking areas. Although the site is located in an isolated area of the City, it is afforded much exposure and visibility due to its close proximity to Interstate 95. It is the developer's intent to have the buildings ready for occupancy by January 2008. Concurrency: ANALYSIS Traffic: A Traffic Impact Analysis was sent to the Palm Beach County Traffic Division for concurrency review in order to ensure an adequate level of servic, 2006, the Palm Beach County Traffic Division responded with sev that the applicant needed to address in order for them to ma~ determination. On August 22, 2006, the applicant submitted a n that was sent to the Traffic Division. However, as of the date of this report, the Traffic Division has not yet confirmed that the project meets the Traffic Performance Standards of Palm Beach County. Therefore, this confirmation will be required prior to the issuance of any building permits (see Exhibit "Cft - Conditions of Approval). 7.4./ OG#1W 'it l1l4C/MJ"tHF ~4~ ("'Wt/" ) ~ - O;lC) 1- fI/J'1C. Staff Report - Ocean 95 Exchange Plaza (NWSP 06-020) Memorandum No PZ 06-175 Page 3 Utilities: The City's water capacity, as increased through the purchase of up to 5 million gallons of potable water per day from Palm Beach County Utilities, would meet the projected potable water for this project (project estimated to require a total of 17,000 gallons per day). Local piping and infrastructure improvements may be required, especially on the water delivery system for the project, depending upon the final project configuration and fire-flow demands. These local improvements would be the responsibility of the site developer and would be reviewed at the time of permitting. Sufficient sanitary sewer and wastewater treatment capacity is currently available to serve the projected total of 17,000 gallons per day, subject to the applicant making a firm reservation of capacity, following approval of the site plan (see Exhibit "Cft - Conditions of Approval). Police/Fire: Staff reviewed the site plan and determined that current staffing levels would be sufficient to meet the expected demand for services. Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review. All South Florida Water Management District permits and other drainage related permits must be submitted at time of building permit (see Exhibit "Cft - Conditions of Approval). School: School concurrency is not required for this type of project. Driveways: The site plan (Sheet A-D. 1) shows that one (1) point of ingress/egress is proposed for the project. The driveway opening would occur at the northeast corner of the parcel, which would connect to the terminus of West Ocean Avenue. This opening would be 30 feet in width. The site is situated in such a way that it can only have one (1) point of ingress / egress. While it would be preferable to have a second point of egress, additional driveway openings would require the developer to connect to the existing rights-of-way located on the opposite side of the railroad tracks, which would require additional railroad crossings. Parking Facility: According to the Land Development Regulations, the parking methodologies for office / warehouse uses are based upon the following: One (1) parking space per 300 square feet of gross floor area (for the office) and one (1) parking space per 800 square feet of gross floor area (for the warehouse space). The cover sheet tabular data (Sheet A-D) C3) proposes 23,296 square feet of office space and Staff Report - Ocean 95 Exchange Plaza (NWSP 06-020) Memorandum No PZ 06-175 Page 4 110,615 square feet of warehouse space, which requires a total of 217 parking spaces. The site plan depicts 219 parking spaces, including 10 designated for handicap use. Therefore, there would be two (2) excess parking spaces provided for the entire development. All spaces, excluding the handicap spaces, would be dimensioned 9 feet - six (6) inches in width and 18 feet - six (6) inches in length. All proposed parking stalls, including the size and location of the handicap spaces were reviewed and approved by both the Engineering Division and Building Division. landscaping: The site currently contains two (2) Sabal palm and five (5) Live Oak trees. The developer will be required to relocate the Sabal palm tree (on-site) and re-evaluate the health of the Live Oaks (for possible relocation). According to the cover sheet tabular data, the proposed open space or "pervious" area would be 54,183 square feet or 18.4% of the total parcel. The Plant List (Sheet L -3) indicates that 84 or 58% of the 145 palm trees and 141 (85%) of the 166 palm trees would be native. The landscape data indicates that 99% of the shrubs would also be native. The landscape plan would provide the following species of trees: Alexander, Double- Alexander, Black Bamboo, Sabal, Green Buttonwood, Silver Buttonwood, East Palatka Holly, Eastern Red Cedar, Crape Myrtle, Live Oak, Bald Cypress, and Yellow Elder. The site plan shows that a lO-foot wide landscape buffer is proposed along the north property line, adjacent to West Ocean Avenue. This buffer would contain Live Oak, Yellow Elder, Redtip Cocoplum, Croton, and Green Island. The east landscape buffer proposed along Interstate 95 would be three (3) feet in width at its narrowest point and contain an array of plant material, consisting of the following species: Eastern Red Cedar, East Palatka Holly, clusters of Sabal palm, Redtip Cocoplum, and Fakahatchee Grass. The existing fence around the cell tower would have Redtip Cocoplum installed along its base. The elevation plan along Interstate 95 (Sheet L-4) illustrates how the landscaping would "soften" and "break-up" the building expanse. The site plan indicates that the south landscape buffer would be at least five (5) feet in width at its narrowest point. It would have a cluster of Sabal palm trees installed at the southeast corner of the property. Also, a row of Silver Buttonwood trees would be installed along this 76-foot long stretch. The west landscape buffer, proposed along the C.S.X. Railroad tracks would generally be 10 feet in width. This buffer would be the one that screens the office / warehouse buildings from the residential neighborhood west of the railroad tracks. It should be noted that a portion of the west landscape buffer is reduced in width at the northwest corner of the property to accommodate the design of the new parking areas. This buffer would contain a row of Green Buttonwood, Bald Cypress, and Black Bamboo. Each tree would be installed at 14 to 16 feet in height and spaced 20 feet apart from each other. A row of hedges would be installed along the base of each building. The aforementioned plant material would be sufficient in terms of lower and upper level buffering in part, because no employee or customer activity would occur west of the buildings and vehicular use areas are principally proposed along the eastern portion of the site. Staff Report - Ocean 95 Exchange Plaza (NWSP 06-020) Memorandum No PZ 06-175 Page 5 Building I Site: Design: The project proposes three (3) separate buildings, labeled "north", "central", and "south". The north building would be the largest, proposed at 59,327 square feet. The central building would be 43,122 square feet and the south, 31,462 square feet. According to the cover sheet tabular data, the lot coverage would 39.6%, which is under the 60% maximum allowed in the M-l zoning district. The floor plans show the north building would have 15 individual bays. The central building would have 11 bays and the south, 13 bays. All buildings would be one (1) story tall and of equal height. The top of the main parapet wall would be 28 feet - six (6) inches tall. The top of the entry feature would be 34 feet - six (6) inches tall, which would be below the maximum height of 45 feet. All buildings would meet the minimum setbacks required in the M-l zoning district. The building and site design as proposed would generally meet code requirements when staff comments are incorporated into the permit drawings. As previously mentioned, the site is located in an isolated area of the city and lacks frontage on a major thoroughfare. Trucks traveling to and from the site would have to traverse through residential neighborhoods in order to access the site. Staff has communicated this concern to the developer. The developer has suggested that the proposed building sizes, on-site design, and uses would informally discourage large tractor trailers from coming to the industrial site. While the developer's response may be justified because of those aforementioned reasons, there is nothing in city code that would prohibit or restrict the infrequent and / or wayward visit of a tractor trailer. As such, the developer has provided staff with three (3) viable truck route plans (see Exhibit "D''). While all routes would be adequate, staff determined that Option 1.A is the one most qualified to absorb the traffic impact due to its wider rights-of-way (of West Ocean Drive), length of roadway segments, and characteristics that accommodate maneuverability (see Exhibit "c" - Conditions of Approval). However, each option and I or a combination of each option are feasible based on their own merits. The project would require an on-site lift-station for sanitary sewer. The structure would be located along the west property line between the central and south buildings, opposite the water-retention (drainage) area so as to not impact any of the residential areas. Six (6) dumpster enclosures are proposed along the easternmost limits of the drive aisle and parking lots. The back-up dimensions have been reviewed and approved by engineering staff. Additionally, the Rre Plan (Sheet A-0.3) shows the large turning radii and wide drive-aisle dimensions that will accommodate service vehicles, such as fire trucks, ambulances, and garbage trucks. The exterior design of the proposed buildings would be an upgrade from the current on-site conditions (dilapidated, unsafe structures). The new buildings would consist of tilt-wall construction and comply with the 2004 Florida Building Code. The east fa~de or the "front" of the buildings would face Interstate 95. These elevations show that future knock-out panels are incorporated into the design to allow the owner the choice of adding more front doors. The floor plans and elevations show that each building would be long and narrow, with tilt-up enby panels and triangular-shaped wedges proposed at each front entrance. The entry Staff Report - Ocean 95 Exchange Plaza (NWSP 06-020) Memorandum No PZ 06-175 Page 6 Signage: panels would help to "break-up" the monotony of the flat roof and provide focal points. Also, these elements will help to distract from the overhead bay doors that are oriented towards Intestate 95 and the north / south sides of the building. No doors (overhead or pedestrian) would face the residential neighborhoods to the west. However, the west fac;ades, or the "rear" of each building were only enhanced with score lines. Therefore, staff recommends incorporating variations in height of the parapet wall for the west fac;ade, similar to that of the east facades. This would help to improve the appearance of the west fac;ade by breaking-up the linear nature of the buildings (see Exhibit "c" - Conditions of Approval). The buildings would be painted with an array of earth-tone colors and be adorned with score lines and triangular entry features. The Benjamin Moore paints are proposed as follows: Paint Name Common name Color Code Whale Grav Dark gray 2134-40 Province Blue BI ue-CI ray 2135-40 Brilliance White White Ready-mixed Dakota Woods Green Dark Green 2139-20 Grav Miraae Tan 2412-50 The buildings would also contain clear anodized aluminum frames with light gray tinted impact glass. The photometric plan (Sheet E1-1B) shows the proposed lighting levels for the parking areas along Interstate 95. The levels are such that it would provide for a safe environment at night but not too excessive that they would be more noticeable than any other industrial property. The elevation pages show that wall signs are proposed on the front (east elevation) and sides (north and south elevations) of each building, above either the doors or windows. All letters would be made of 20" high clear anodized aluminum channel letters and of Century Gothic font. No Sign color(s) are proposed at this time. According to Chapter 21, Article IV, Section 5.B., the maximum area for all wall signage is based on one (1) square foot of area of each one (1) foot of linear building frontage. A freestanding monument sign is proposed at the southeast corner of the property. According to the Freestanding Sign Detail (Sheet A-0.2), it would be 20 feet in height and contain 16" high clear anodized aluminum channel letters in a Century Gothic font. The base of the sign would have multiple colors (Province Blue and Mirage Blue). According to Chapter 21, Article IV, Section 5.F., a directional sign not exceeding four (4) square feet in area and five (5) feet in height would be allowed along West Ocean Drive. A directory sign is proposed at the northeast corner of the site. All freestanding signs must be located at least 10 feet from the property line. Because of the site's visibility to Interstate 95, staff recommends creating a Sign Program for the entire development, which would include the sign type(s), color(s), material(s), and location(s). All future site and building sign age would be subject to the Sign Program for the entire center (see Exhibit "c" - Conditions of Approval). Staff Report - Ocean 95 Exchange Plaza (NWSP 06-020) Memorandum No PZ 06-175 Page 7 RECOMMENDATION Staff has reviewed this request for new site plan approval and recommends approval contingent upon satisfying all comments indicated in Exhibit "c" - Conditions of Approval. Any additional conditions recommended by the Board or City Commission shall be documented accordingly in the Conditions of Approval. 5:\Planning\5HARED\WP\PROJEcrs\Ocean 95 Exchange Park\5taff Report.doc LOCATION MAP Ocean 95 Exchange Plaza Exhibit "A" 800 'Feet N + 200 100 0 , 200 400 600 I ! ___-1 \~ ~ ~~O~_~_~_ 0:0000 0000, 071f~ ~ ---.....- '--'1 ' -----cu ~I~ '1 . , I I : U! 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I ; ~ ; - --f , I II I ___J . !i!I , , I II'!- ------ - F I l --, I I ---f----- - - - I j I l ___J I I I ~ 56 ~ 0=1 l s:::; i !:~ z~ I, 1 Jlj o >., 1 ~ ~ ~ ~ ~ . .~: o , I I --+----- -{li - - - - - j --, I l , l! . . 'I" M '- Exhibit "C" Conditions of Approval Proj ect name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: 3'" review plans identified as a New Site Plan with a Seotember 12. 2006 Plannin!! & Zonin!! date ki stamn mar n". DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: None X PUBLIC WORKS - Forestry and Grounds Comments: None X PUBLIC WORKS - Traffic Comments: 1. Provide a notice of concurrency (Traffic Performance Standards Review) X from Palm Beach County Traffic EOlrineerin!!. 2. Provide Off-Site Roadway Improvement plans for the truck route to be used X to access this project using Option IA (SW 8th St. and W. Ocean Dr.) Roadway improvements may include, at a minimum, but not be limited to, design of two 12-ft. travel lanes, drainage, sidewalk, signing, and striping as required and determined necessary along the proposed truck route. Design shall be finalized after public input and approval by the appropriate governing boards and Commission. ENGINEERING DIVISION Comments: 3. At the time of permitting. all comments requiring changes and/or corrections X to the plans shall be reflected on all aopropriate sheets. 4. Provide written and graphic scales on all sheets. Correct the written and X graphic scale on the landscape plan so that they both match. 5. At time of permitting, provide a drainage plan in accordance with the LDR, X Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed grades to indicate general flow patterns for stormwater mana!!ement. 6. Full drainage plans. including drainage calculations. in accordance with the X LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. COA 09/25/06 2 DEPARTMENTS INCLUDE REJECT 7. Paving, drainage and site details will not be reviewed for construction X acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES Comments: 8. Palm Beach County Health Department permits will be required for the water X and sewer svstems serving this oroiect (CODE, Section 26-12). 9. Fire flow calculations will be required demonstrating the City Code X requirement of 1,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article IV. Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). The proposed system looping for this project will1eave a dead-end line approximately 400- ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hydrant can be eliminated. Excessively long dead-end sections of main can lead to stagnation in the line and bacteriological growth. 10. The CODE. Section 26-34(E) requires that a capacity reservation fee be paid X for this project either upon the request for the Department's signature on the Health Department application forms or within seven (7) days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand. 11. Water and sewer lines to be owned and operated by the City shall be included X within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a). 12. This office will not require surety for installation of the water and sewer X utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occuoancv. 13. A building permit for this project shall not be issued until this Department has X approved the plans for the water and/or sewer improvements required to service this proiect, in accordance with the CODE, Section 26-15. 14. Provide appropriate easements for the force main work within the CSXRR X right-of-way. IS. Utility construction details will not be reviewed for construction acceptability X COA 09/25/06 3 DEPARTMENTS INCLUDE REJECT at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction Permit application. 16. Replace 2-in. water main with 8-in. water main from the existing main in X West Ocean Ave. to the proposed 900 or 8-in. tee at the north end of the development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. FIRE Comments: None X POLICE Comments: None X BUILDING DIVISION Comments: 17. Buildings. structures and parts thereof shall be designed to withstand the X minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of nermit annlication. 18. At time of permit review. submit signed and sealed working drawings of the X Proposed construction. 19. Vertical accessibility to the mezzanine area shall be required per the 2004 X FBC, Sections 11-4.1.2, 11-4.1.3(5) (New Construction) and Section 11-4.1.6 (Alterations), 20. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may X not. therefore, be used for landscape irrigation where other sources are readily available. 21. A water-use permit from SFWMD is required for an irrigation system that X utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time ofnermit annlication. F.S. 373.216. 22. If capital facility fees (water and sewer) are paid in advance to the City of X Bovnton Beach Utilities Department. the followinl! information shall be COA 09/25/06 4 DEPARTMENTS INCLUDE REJECT provided at the time of building permit application: A The full name of the project as it appears on the Development Order and the Commission-approved site plan. B The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 23. At time of permit review. submit separate surveys of each lot. parcel, or tract. X For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot, parcel, or tract. The recorded deed shall be submitted at time of nermit review. 24. Pursuant to approval by the City Commission and all other outside agencies, X the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved bv the City Commission. 25. The full address of the project shall be submitted with the construction X documents at the time of permit application submittal. Ifthe project is multi- family, then all addresses for the particular building type shall be submitted. The name of the project as it appears on the Development Order must be noted on the buildin" nermit annlication at the time of application submittal. 26. Submit irri"ation nlans at the time of permitting. X PARKS AND RECREATION Comments: None X FORESTER/ENVIRONMENTALIST Comments: Existing Trees List - Management Plan Sheet L - 4 27. The Landscape Architect should tabulate the total diameter inches of existing X trees on the site. The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4 (Environmental Regulations, Chanter 7.5, Article I Sec. 7.D.n. 2). 28. Fifty percent (50%) of all site landscape materials must be native species X (Chapter 7.5, Article II, Section 5.P). At the time of permitting, on the landscane olan, indicate the total auantities within each categorv and their COA 09/27/06 5 DEPARTMENTS INCLUDE REJECT native nercentages. 29. All trees proposed under any existing overhead electric power lines must meet X the FP & L Ri"ht tree in the Ri"ht Place manual selection for small trees only. PLANNING AND ZONING Comments: 30. The maximum height allowed in the M-I zoning district is 45 feet, not 55 feet X as indicated on the cover sheet and site plan tabular data. Correct the plans at the time ofnennitting. 31. Feature lighting emphasizing plants, trees, barriers, entrances, and exits is X encouraged (Chapter 9, Section 10.F.3.). This is especially pertinent for the east building facades that would be visible from Interstate 95. 32. Correct the label for the Yellow Elder trees so that it matches the Plant List X (on the landscape plan sheet L-3). 33. The monument sign proposed (at the southeast comer) and the directory sign X proposed at the northeast comer of the property must be located at least 10 feet from the property line. Also, the monument sign must be shown on the landscape plan with colorful groundcover plants installed at its base. Because of the site's visibility to Interstate 95, staff recommends creating a Sign Program for the entire development. which would include all sign type(s), color(s), material(s), and location(s). All future site and building signage would be subject to the Sign Program for the entire center. 34. The west fayade of each building is long, linear, and uninterrupted by any X variations in height. This is the fayade that is oriented towards the railroad tracks and the residential neighborhoods. Therefore, staff recommends incorporating variations to the height to west elevation' s parapet wall, similar to that of the east facades. This would help to improve the appearance of the west fayade because varying heights of the parapet wall would break-up the linear nature ofthe buildings PLANNING AND DEVELOPMENT BOARD COMMENTS: Comments: 35. Board recommends that the Commission obtain approval for a second railroad X crossing at the south end of this M-I zoned area. CITY COMMISSION COMMENTS: Comments: COA 09/25/06 6 DEPARTMENTS INCLUDE REJECT 36. To be determined. MWRlelj S:\Planning\SHAREDlWP\PROJECTS\Ocean 95 Exchange Park\COA.doc o EOHIBIT D 0 ~ ~ . ~ .. ..z ~ 0 ~ g o EOiIBIT 0 c ~ ~ a ~ '" .*z ! c . l! c o QXHIBIT 0 0 01 a I g: _-$-z . I!i 0 3 ... REVIEW COMMENTS New Site Plan ('v~c\st~p, > Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: 2"d review plans identified as a New Site Plan with a August 22, 2006 Planning & Zoning date stamo marking DEPARTMENTS PUBLIC WORKS - Solid Waste Comments: I. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section 1 0-26 (a)~ 2. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed nickun of dumpsters. PUBLIC WORKS - Forestrv and Grounds Comments: 3. Show sight triangles on the Landscape plans (LOR, Chapter 7.5. Article II, Section 5.H.) using a 25 foot sight triangle. 4. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile vehicles. 5. Gumbo Limbo should placed a minimum of 10 foot away from curb in landscane islands to nrevent breaking and heaving at the tree's maturity. 6. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowinl! non-Dublic uses on their properties. 7. There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL' s "Plant the Ril!hi Tree in the Ril'ht Place." PUBLIC WORKS - Traffic Comments: 8. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Enl!ineerinl!. INCLUDE REJECT V' ~ v t/ v v t/ /' t/ 3rd REVIEW COMMENTS.doc 09112/06 2 DEPARTMENTS INCLUDE REJECT 9. Staff is concerned that the existing pavement structures in the area of the proposed development may not be able to handle the additional heavy wheel v' loadings of truck traffic and that the additional trucks could harm the existing streets, adding to the tax burden of Boynton Beach residents. Because of these impacts, Staff believes that it is entirely appropriate for the developer to be required to mitigate the safety and potential structural impacts associated with the additional truck traffic. In Staffs opinion, the preferred truck route is along SW 8th St., south to West Ocean Dr., then east-northeast to West Ocean Ave., and east to the Ocean 95 Exchange Plaza. This route is preferred because it has the greatest roadway and right-of-way width and fewest turning movements that could negatively affect private properties. Specific design detail must be give to pedestrian safety in the vicinity of Hibiscus Park. Staff recognizes that numerous other truck route alternatives are available south of Boynton Beach Blvd. Each of these alternatives possess' their own pros and cons. Again, for strictly technical reasons, the Ocean Dr. corridor is preferable. However. Staff would encourage public deliberation on this matter because of the sensitive nature and public perceptions related to increased truck volumes. The analysis should include the extent and cost of road improvements', need for additional right-of-way, ability of the roadways to accommodate various truck sizes, and number of residents impacted bv each alternative. ENGINEERING DIVISION Comments: 10. All comments requiring changes and/or corrections to the plans shall be ~ reflected on all appropriate sheets. II. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Technical Advisory Review Team (TART) process does not ensure that additional comments may not be !!enerated bv the Commission and at permit review. 12. Provide written and graphic scales on all sheets. 13. At time of permitting, provide a drainage plan in accordance with the LOR, Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed grades to indicate general flow patterns for stormwater management. 14. Provide an engineer's certification on the Drainage Plan as specified in LOR, Chapter 4, Section 7.F.2. / v v t/ 3rd REVIEW COMMENTS.doc 09/12/06 3 DEPARTMENTS INCLUDE REJECT 15. Full drainage plans, including drainage calculations, in accordance with the V LDR, Chapter 6, Article IV, Section 5 will be required at the time of permittinl!:. 16. Show on plans (and identifY) the 4S-inch RCP drainage pipe and associated ,/ perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed water and sewer mains. Please identifY and resolve these conflicts. 17. Paving, drainage and site details will not be reviewed for construction V acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Constrnction Standards" and will be reviewed at the time of construction oermit aoolication. UTILITIES Comments: IS. Please provide a time line that clearly illustrates when water and sewer V services will be required to serve the proposed project. Your starting date for the time line should be the date of City Commission approval. Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter. This timeline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the proiect's completion, so please be as accurate as possible. 19. All utility easements and utility lines shall be shown on the site plan and t/ landscape plans (as well as the Water and Sewer Plans) so that we may determine which appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, Article I, Section IS.I gives public utilities the authority to remove any trees that interfere with utility services. either in utility easements or public rights-of-wav. , 20. Palm Beach County Health Department permits will be required for the water ./ and sewer systems serving this proiect (CODE, Section 26-12). 21. Fire flow calculations will be required demonstrating the City Code t/ requirement of 1,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE. Section 26-16(b)). The proposed system looping for this project will leave a dead-end line approximately 400- ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hvdrant can be eliminated. Excessivelv lonl!: dead-end 3rd REVIEW COMMENTS.doc 09/12/06 4 DEPARTMENTS INCLUDE REJECT sections of main can lead to stagnation in the line and bacteriolol!icall!Towth. 22. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Our preliminary review indicates that the South Building has / sufficient coverage. the Central Building is almost covered, and the North Building does not have sufficient coverage. The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1,500 gpm requirement noted above. usually requires overlapping fire hydrant coverage, or a sprinkler system internal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply svstem will be required in order to achieve this. 23. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid / for this project either upon the request for the Department's signature on the Health Department application fonns or within seven (7) days of site plan approval, whichever occurs first. This fee will be detennined based upon final meter size, or expected demand. 24. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable / water. As other sources are readily available City water shall not be allowed for irril!ation. 25. Water and sewer lines to be owned and operated by the City shall be included / within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a). 26. This office will not require surety for installation of the water and sewer t/ utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first pennanent meter is set. Note that setting of a pennanent water meter is a prerequisite to obtaining the Certificate of Occupancv. 27. A building penn it for this project shall not be issued until this Department has V approved the plans for the water and/or sewer improvements required to service this project. in accordance with the CODE, Section 26-15. 28. Sanitarv sewer main shall be PVC C-900 material. 7 29. The pfeps<'p,J pr;"~tg lift JttttiSH "..ill bG uv\"cvl.ab11;. All ;,al1;tc'u.l SiV,'@rQR the / OeeM 95 Exeka~gp PI~ Jh411 b"" pJ;~MC. .{' v. _ 8 maiM will b~{,QI:Q~ the property nftho ('11' nfJ:lnyntnn 11'l3rb. Provide appropriate easements for the force main. Perftlits ..;II be requ"ed [UI tI", work within the CSXRR right-of- wav. 3rd REVIEW COMMENTS.doc 09/12/06 5 DEPARTMENTS INCLUDE REJECT 30. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit application. 31. Verif)' size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the drawings. 32. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 900 or 8-in. tee at the north end of the development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. FIRE Comments: 33. Provide a sheet, dedicated only to Fire Department concerns. Include on this sheet, the location of all hydrants, the water supply information and acknowledge that the buildings shall have an approved NFP A 13 Fire Sprinkler System. Show the proposed location of the Fire Department Connections. Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is more than 200' from a hvdrant. 34. All construction gates shall have a Knox lock for Fire Department access. All gates shall be 12' wide if for one-way traffic and 20' wide if for two-way traffic. Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one turn, with no backing up. During the construction any road shall have turn around capabilities so that no road will dead end with out a place for the engine to turn around. 35. All roads shall be compacted to 32 tons to the point of vertical construction. These roads shall be kept clear of debris so that emergency vehicles can access any portion of the site. If due to the negligence of the contractor, any emergency vehicle becomes stuck and/or damaged, the contractor shall be responsible for the costs involved. 36. Provide a flow test, conducted by the Boynton Beach Fire Department that shows a water supply of3,OOOgpm at 20psi. To schedule this test, call (561) 742-6600. 3rd REVIEW COMMENTS.doc 09112/06 6 DEPARTMENTS INCLUDE REJECT 37. Will this project be condominiums or one owner? 38. A fire alarm will be required throughout all buildings. The fire sprinkler system shall be monitored by an approved Central Station and a UL Letter of Certification or an FM Placard shall be obtained. 39. Early Power release will not be given unless all Life Safety equipment is installed and working. The only exception is that the alann system does not have to transmit to a central station at that point. but must sound locally to notify workers to evacuate the buildin~. POLICE Comments: 40. Landscapin~ should not obstruct view from windows or walkwavs. v" 41. All exterior doors should be equipped with security hinges and should be V reinforced with case hardened strike plate. 42. All buildings should be pre-wired for CCTV and alann systems. V 43. Glass perimeter doors should be equipped with case hardened guard rings to c../ protect the mortise lock cvlinder. 44. Rear doors should be eauipoed with 180-degree oeephole viewer. V 45. Mailboxes for buildings with multi-units should be placed in high activity and ~ consoicuous location for enhanced safety and natural surveillance of users. BUILDING DIVISION Comments: 46. Buildings, structures and parts thereof shall be designed to withstand the /" minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 47. At time of permit review, submit signed and sealed working drawings of the V prooosed construction. 48. Vertical accessibility to the mezzanine area shall be required per the 2004 FBC, / Sections 11-4.1.2, 11-4.1.3(5) (New Construction) and Section 11-4.1.6 (Alterations). 3rd REVIEW COMMENTS.doc 09/12/06 7 DEPARTMENTS INCLUDE REJECT 49. Identiry within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. Veriry that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: /' A The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." B From the FIRM map, identiry in the site data the title of the flood zone that the building is located within. Where applicable, speciry the base flood elevation. If there is no base flood elevation, indicate that on the plans. C Identity the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site olan, floor olan and oavingfdraina~e (civil olans). 50. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may 1/ not, therefore, be used for landscape irrigation where other sources are readily available. 51. A water-use permit from SFWMD is required for an irrigation system that v' utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time ofoermit aoolication, F.S. 373.216. 52. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be i/ provided at the time of building permit application: A The full name of the project as it appears on the Development Order and the Commission-approved site plan. B The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article 11, Sections 26-34) 53. At time of permit review, submit separate surveys of each lot, parcel, or tract. l/ For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot. parcel. or tract. The recorded deed shall be submitted at time of nermit review. 54. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for V review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved bv the City Commission. 55. The full address of the project shall be submitted with the construction r/ documents at the time of permit application submittal. Ifthe project is multi- family, then all addresses for the particular building type shall be submitted. The name of the oroiect as it aooears on the Develooment Order must be 3rd REVIEW COMMENTS.doc 09112/06 8 DEPARTMENTS INCLUDE REJECT noted on the buildin~ oermit aoolication at the time of application submittal. / 56. Submit irri~ation olans. / PARKS AND RECREATION Comments: 57. Plant List - separate trees and palms from shrubs and sod. Denote which V soecies are native and the overall oercenta~e of native plants. 58. Irrigation must have 110% coverage, have a non-potable water source, have V seoarate bubblers for each tree and have seoarate zones for sod and bed areas. 59. The use of large trees that need large root beds to support the large canopies \....-"" such as oaks are not recommended to be planted in small or confined areas. This plans shows oaks in areas that are 3 1/2 and 5 ]/2 feet wide. This is not sufficient area to allow a root system needed for the oak canopy. It is recommended that a different soecies be considered for these areas. FORESTER/ENVIRONMENT ALIST Comments: Existin~ Trees List - Mana~ement Plan Sheet L - 4 60. The Landscape Architect should tabulate the total diameter inches of existing V trees on the site. The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7.5, Article I Sec. 7.D.p. 2.] Plant List Sheet L-4 61. All shade and palm trees must be listed in the description as a minimum of / 3" DBH (4.5' off the ground) not caliper. The height of the trees may be larger than 12'-]4' to meet the 3" diameter requirement; or any clear trunk (c.t.) specifications. [Environmental Regulations, Chapter 7.5, Article 11 Sec. 5.C.2.-1 62. All trees proposed under any existing overhead electric power lines must meet / the FP & L Right tree in the Right Place manual selection for small trees onlv. I 63. The shade tree planting detail should including a line indicating where the vi diameter and height of all of the trees will be measured at time of planting 3rd REVIEW COMMENTS. doc 0911 2/06 9 DEPARTMENTS INCLUDE REJECT and insoection. 64. The palm tree planting detail should include a line indicating where the clear V trunk and height of all of the palm trees will be measured at time of planting and inspection. 65. The shrub and groundcover planting detail should include a line indicating c/ where the height and spread of the shrubs and groundcover plants will be measured at time of planting and inspection. 66. The applicant should add a note that all utility boxes or structures (not r/ currently known or shown on the plan) should be screened with Coco plum hedge plants on three sides. 67. The applicant should show an elevation cross-section detail of the actual t,/ heights of the proposed landscape trees and vegetation (proper scale) at the time of planting to visually buffer the proposed buildings and parking lot from the 1-95 and SW 8th Street road rights-of-ways. PLANNING AND ZONING Comments: ~ At the technical advisory review team (TART) meeting, provide written V responses to all staff's comments and questions. Submit 12 sets of revised nlans. Each set should be folded and stapled. )( At the technical advisory review team meeting, also provide a full set of v' . reduced drawings, sized 8Y, inches by II inches of each plan. Save each plan to a comoact disk and submit that to staff as well. ~taff considers these plans to be at the final stage of site plan review, the last V tage prior to pennit review. As such, all comments need to be addressed and shown on the plans orior to the TART meeting. ~t is the applicant's responsibility to ensure that the new site plan is publicly r/ advertised in accordance with Ordinance 04-007 and Ordinance 05-004. 'X.. Applicants who wish to utilize City electronic media equipment for V' presentations at City Commission Public Hearings must notifY the Planning and Zoning Department representative at least one week prior to the scheduled meeting. Staff recommends using a PowerPoint presentation at the Community Redevelopment Agency Board meeting. ~ pee0 tv ri ;1 . The New SI e Plan application indicates that "Boynton Industrial, LLC" is the , nrooerty owner. Please provide a copv of the deed indicating the same. ~. The New Site Plan aoolication (11.2\ indicates the subject property is zoned V' \ 3rd REVIEW COMMENTS.doc 09/12/06 10 ? DEPARTMENTS INCLUDE REJECT "MIC", which is incorrect because there is no such zoning district. The correct zoning for the subject property is "M-I Light Industrial". Please submit a revised application that indicates the correct zoning district. Qrre applicant is responsible for compliance with Ordinance 05-060, the "Art in Public Places" program and must demonstrate their participation. Please advise how the project would comply. Would the a~~t ~Viding,:l or paving the fee? Please advise. fYV.<.LI @/2DV OV\-lu g " r76 The traffic impact analysis must be approved by the Palm Beach County Traffic Division for concurrency purposes prior to the issuance of any ./ building permits (Chapter 4. Section 8.F.). Also, staff has great concerns over the type of vehicular traffic (i.e. tractor trailers, big rigs) that this project is expected to generate. The site is nestled between the C.S.x. railroad tracks deep within an established single-family community. The traffic analysis states "the proposed redevelopment of the site...is expected to result in uses that are primarily served by smaller single unit box trucks for pickups and deliveries". While the analysis is eloquently articulated, staff still has concerns over the legitimacy and practicality of its conclusions. In fact, the anticipated performance of the site (i.e. truck traffic) may conflict and impact the adjacent residential land use that the project would not meet the intent, purpose, and protections that the zoning code provides. How can the city be assured there would be no conflicts with large truck traffic? Deed or lease restrictions? Please see Engineering comments regarding off-site roadway imorovements. y; 77 The size of the lot must match between the~, New Site Plan Application (11.3), and site plan tabular data. All three (3) must items be consistent with each other. Revise accordinglv. XPlan revisions must be reflected on all appropriate sheets throughout the plan ~ set. ~earingS and distances (of perimeter property lines) were added to the site V Ian (sheet A-O.I) but no survey was provided with the August 22, 2006 submittal. Staff could not determine their accuracy. Please provide surveys for the next TART submittal. ~. Gross floor area is defined as follows: The total floor area of a building or a use occupying part of a building, measured from center lines of partitions and / exterior of outside walls. Gross floor area shall include all floor area occupied by the main or principal use, plus any floor area occupied by accessory uses such as storage rooms, maintenance and mechanical rooms, offices, lounges, restrooms, lobbies, basements, mezzanines, and hallways. The project's required parking is based on gross floor area, which would include the meter rooms. Ensure that the parking tabular data is correct and consistent. ~The survev shows that the site contains a "Cracker Barrel" billboard and a '--" 7 3rd REVIEW COMMENTS.doc 09/12/06 II ~ 0 DEPA INCLUDE REJECT f t Department of V' Abandonment and rededication of easements must be recorded prior to issuance of a building permit for the project. Vacating easements may be accomplished through the platting process, which is overseen by the En ineerin Division of Public Works. "p; A signature tree (such as a Yellow Elder, Tibouchina Granulsola, or Bouganvillea) is required at both sides of the project entrance / exit on West Ocean A venue. The signature trees must have six (6) feet of clear trunk if placed within the safe-sight triangle (Chapter 7.5, Article 2. Section 5.N.). Alternative plant material may be substituted if the above referenced plant material is not available or undesired. Any substitution of plant material (for the signature tree requirement) will be subject to the City Forester / Environmentalist review and a roval. ~ The trees proposed around the office / warehouse buildings must be installed at Yo the buildin hei ht of the buildin s 14 feet to 16 feet). .x Include shrubs into the landscape design within pervious areas along the sides for the three (3) buildings, as well as in areas labeled "sod" along east buildin elevations. . Fifty percent (50%) of all site landscape materials must be native species (Chapter 7.5, Article II, Section 5.P). Please categorize into the three (3) categories as follows: I. Shade trees, 2. Palm trees, 3. Shrubs & Groundcover. On the landscape plan, indicate the total quantities within each cate 0 and their native ercenta es. '"'- All shrubs and hedges are required to be at minimum 24 inches in height. 24 '\ inches in spread, and planted with tip-to-tip spacing measured immediately after planting to adequately cover the planted areas on the site (Chapter 7.5, Article II, Section 5.CA. P J ^^f f )( If potable water is used for irrigation purposes, the use of drought tolerant plant species (per the South Florida Water Management District Manual) shall be maximized, and the irrigation system should have water conserving desi ns such as a dri s stem, where ossible. tI v v v v v v' v/ 3rd REVIEW COMMENTS.doc 09/12/06 12 2 DEPARTMENTS INCLUDE REJECT east building facades that would be visible from Interstate 95. !~2. All proposed signage is subject to the Planning & Development Board and /' V City Commission review and approval. Staff recommends that you submit a master sign program that shows the number, location. dimensigns, exterior finish,_and color(s) of all wall signs and freestanding sign. (The monument sign must be located 10 feet from-all property Iin~ lK Staff recommends installing a cluster of palm trees near the dumpster i/' enclosures in lieu of canODV trees. 94. Staff recommends enhancing the east fa9ade of all three (3) buildings due to the fact that they will be highly visible from Interstate 95. A comparable office / warehouse project by Levitt Corporation was recently constructed along High Ridge Road (within the city) that contained unique qualities that further enhanced its design. Likewise, staff is particularly conscious of this project's current location because of its close proximity and visibility to Interstate 95. Therefore, staff will be making design-related comments to both the Planning & Development Board and the City Commission. Staff understands that the constraints of this linear site (and location) and concurs with the project intent to face the overhead doors eastward, opposite the residential homes. However, if possible, staff recommends recessing the overhead doors, approximately four (4) to five (5) feet from the main exterior wall. Also, the overhead doors should be separated six (6) to eight (8) feet from each other. This would help to break up the double doors and the "look" of massive 24-foot wide overhead doors. Please consider the use of low-profile overhead doors rather than wide panel doors. Finally, please consider increasing the height of the entry panels to help break up the "horizontal" characteristic of the project. The use of faux Bahama-style shutters would look nice over the office windows. 95. West fa9ade requires additional architectural enhancement, as there is a great deal of blank wall facing a residential neighborhood. A variation in roof line. as shown on the east elevation, would also improve the west facade. 96. The cell tower compound on the site does not appear to have any landscaping other than sod surrounding it. The fenced compound should have shrubs to a minimum of half the height of the fence and trees every 20 feet on center. 97. All rooftop equipment must be completely screened from view at a minimum distance of 600 feet. MWR/elj - correit N t7(~ Oil ~.fp. S:IPlanningISHAREDIWPIPROJECTSIOcean 95 Exchange Park\3rd REVIEW COMMENTS.doc -S~e-w~~~ ):KepI "r) -R-. r t> 'AYz- 'il! - 5lA}LV\ I (J; b~.1/1 -€>ffUA~ va hPd ~ ceil ~ s:,[6 AJ @ ~fIClRs 1 /i.-I.-L- "EPTEMBER 12TH, 2006 3rd REVIEW RESPONSES HNM ARCHITECTURE, LLC New Site Plan Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 DEPARTMENTS PUBLIC WORKS - Solid Waste Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a). WILL COMPLY 2. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters. PUBLIC WORKS - Forestry and Grounds Comments: 3. Show sight triangles on the Landscape plans (LOR, Chapter 7.5, Article 11, Section 5.H.) using a 25 foot sight triangle. 4. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile vehicles. 5. Gumbo Limbo should placed a minimum of 10 foot away from curb in landscape islands to prevent breaking and heaving at the tree's maturity. 6. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowing non-public uses on their properties. 7. There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL's "Plant the Right Tree in the RiQht Place." PUBLIC WORKS - Traffic Comments: 8. Provide a notice of concurrencv (Traffic Performance Standards Review) :,EP I ') . INCLUDE REJECT 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 2 DEPARTMENTS INCLUDE REJECT from Palm Beach County Traffic Engineering. 9. Staff is concerned that the existing pavement structures in the area of the proposed development may not be able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could hann the existing streets, adding to the tax burden of Boynton Beach residents. Because of these impacts, Staff believes that it is entirely appropriate for the developer to be required to mitigate the safety and potential structural impacts associated with the additional truck traffic. In Staffs opinion, the preferred truck route is along SW 8th St., south to West Ocean Dr., then east-northeast to West Ocean Ave., and east to the Ocean 95 Exchange Plaza. This route is preferred because it has the greatest roadway and right-of-way width and fewest turning movements that could negatively affect private properties. Specific design detail must be give to pedestrian safety in the vicinity of Hibiscus Park. Staff recognizes that numerous other truck route alternatives are available south of Boynton Beach Blvd. Each of these alternatives possess' their own pros and cons. Again, for strictly technical reasons, the Ocean Dr. corridor is preferable. However, Staff would encourage public deliberation on this matter because of the sensitive nature and public perceptions related to increased truck volumes. The analysis should include the extent and cost of road improvements', need for additional right-of-way, ability of the roadways to accommodate various truck sizes, and number of residents impacted by each alternative. ENGINEERING DIVISION Comments: . . and/or corrections to the plans shall be 10. All comments requlflng changes reflected on all appropriate sheets. REVISION CLOUDS PROVIDED II. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Technical Advisory Review Team (TART) process does not ensure that additional comments may not be generated by the Commission and at pennit review. NOTED 12. Provide written and graphic scales on all sheets. PROVIDED 13. At time of pennitting, provide a drainage plan in accordance with the LDR, Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed grades to indicate general flow patterns for stonnwater management. 14. Provide an engineer's certification on the Drainage Plan as specified in LDR, Chapter 4, Section 7.F.2. 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 3 , , DEPARTMENTS INCLUDE REJECT IS. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of oermitting. 16. Show on plans (and identify) the 4S-inch RCP drainage pipe and associated perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed water and sewer mains. Please identify and resolve these conflicts. PIPE HAS BEEN IDENTIFIED 17. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction oermit application. UTILITIES Comments: IS. Please provide a time line that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the timeline should be the date of City Commission approval. Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter. This timeline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the oroiect's completion, so olease be as accurate as possible. 19. 20. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). WILL COMPLY 21. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). The proposed system looping for this project will leave a dead-end line approximately 400- ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hydrant can be eliminated. Excessively long dead-end sections of main can lead to stagnation in the line and bacteriological growth. 22. The LOR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Our preliminary review indicates that the South Building has sufficient coverage, the Central Building is almost covered, and the North 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 4 , . DEPARTMENTS INCLUDE REJECT Building does not have sufficient coverage. The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1.500 gpm requirement noted above, usually requires overlapping fire hydrant coverage, or a sprinkler system internal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply system will be reuuired in order to achieve this. 23. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within seven (7) days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or exoected demand. 24. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. As other sources are readily available City water shall not be allowed for irrigation. 25. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a). 26. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occuoancy. 27. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this oroiect, in accordance with the CODE, Section 26-15. NOTED 28. Sanitary sewer main shall be PVC C-900 material. 29. The proposed private lift station will be acceptable. All sanitary sewer on the Ocean 95 Exchange Plaza shall be private. Force main will become the property of the City of Boynton Beach. Provide appropriate easements for the force main. Permits will be required for the work within the CSXRR right-of- way. 30. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction oermit application. 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 5 , , DEPARTMENTS INCLUDE REJECT 31. VerifY size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the drawings. 32. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 900 or 8-in. tee at the north end of the development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. FIRE Comments: 33. Provide a sheet, dedicated only to Fire Department concerns. Include on this sheet, the location of all hydrants, the water supply information and acknowledge that the buildings shall have an approved NFP A 13 Fire Sprinkler System. Show the proposed location of the Fire Department Connections. Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is ,nore than 200' from a hydrant. ADDED A 0.3 SITE PLAN-FIRE DEPT 34. All construction gates shall have a Knox lock for Fire Department access. All gates shall be 12' wide if for one-way traffic and 20' wide if for two-way traffic. Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one turn, with no backing up. During the construction any road shall have turn around capabilities so that no road will dead end with out a place for the engine to turn around. WILL COMPLY 35. All roads shall be compacted to 32 tons to the point of vertical construction. These roads shall be kept clear of debris so that emergency vehicles can access any portion of the site. If due to the negligence of the contractor, any emergency vehicle becomes stuck and/or damaged, the contractor shall be resoonsible for the costs involved. 36. Provide a flow test, conducted by the Boynton Beach Fire Department that shows a water supply of 3,000gpm at 20psi. To schedule this test, call (561) 742-6600. WILL COMPLY 37. Will this proiect be condominiums or one owner? 38. A fire alarm will be required throughout all buildings. The fire sprinkler system shall be monitored by an approved Central Station and a UL Letter of Certification or an FM Placard shall be obtained. WILL COMPLY 39. Early Power release will not be given unless all Life Safety equipment is 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 6 I I DEPARTMENTS INCLUDE REJECT installed and working. The only exception is that the alarm system does not have to transmit to a central station at that point, but must sound locally to notify workers to evacuate the building. NOTED POLICE Comments: 40. Landscaping should not obstruct view from windows or walkways. NOTED 41. All exterior doors should be equipped with security hinges and should be reinforced with case hardened strike plate. NOTED 42. All buildings should be ore-wired for CCTV and alarm svstems. NOTED 43. Glass perimeter doors should be equipped with case hardened guard rings to orotect the mortise lock cvlinder. NOTED 44. Rear doors should be eauiooed with l80-degree oeeohole viewer. NOTED 45. Mailboxes for buildings with multi-units should be placed in high activity and conspicuous location for enhanced safety and natural surveillance of users. NOTED BUILDING DIVISION Comments: 46. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of oermit aoolication. NOTED 47. At time of permit review, submit signed and sealed working drawings of the oroposed construction. NOTED 48. Vertical accessibility to the mezzanine area shall be required per the 2004 FBC, Sections 11-4.1.2, 11-4.1.3(5) (New Construction) and Section 11-4.1.6 (Alterations). NOTED 49. Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: A The design professional-of-record for the proiect shall add the following 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 7 , , DEPARTMENTS INCLUDE REJECT text to the site data. "The proposed finish floor elevation _. _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." B From the FIRM map, identifY in the site data the title of the flood zone that the building is located within. Where applicable, specifY the base flood elevation. Iflhere is no base flood elevation, indicate that on the plans. C Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans). PROVIDED SEE GENERAL NOTES ON SHEET AO.l 50. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may not, therefore, be used for landscape irrigation where other sources are readily available. 51. A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. NOTED 52. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: A The full name of the project as it appears on the Development Order and the Commission-approved site plan. B The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO. Chapter 26, Article II, Sections 26-34) 53. At time of permit review, submit separate surveys of each lot, parcel, or tract. For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot, parcel, or tract. The recorded deed shall be submitted at time of permit review. NOTED 54. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. NOTED 55. The full address of the project shall be submitted with the construction documents at the time of permit application submittal. Iflhe project is multi- family, then all addresses for the particular building type shall be submitted. The name of the project as it appears on the Development Order must be noted on the building permit application at the time of application submittal. NOTED 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09108/06 8 I I DEPARTMENTS INCLUDE REJECT 56. Submit irril!ation plans. PARKS AND RECREATION Comments: 57. Plant List - separate trees and palms from shrubs and sod. Denote which snecies are native and the overall nercental!e of native plants. 58. Irrigation must have 110% coverage, have a non-potable water source, have separate bubblers for each tree and have senarate zones for sod and bed areas. 59. The use of large trees that need large root beds to support the large canopies such as oaks are not recommended to be planted in small or confined areas. This plans shows oaks in areas that are 3 1/2 and 5 1/2 feet wide. This is not sufficient area to allow a root system needed for the oak canopy. It is recommended that a different snecies be considered for these areas. FORESTERlENVIRONMENT ALlST Comments: Existinl! Trees List - Manal!ement Plan Sheet L - 4 60. The Landscape Architect should tabulate the total diameter inches of existing trees on the site. The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet LA of 4. [Environmental Regulations, Chapter 7.5, Article I Sec. 7.D.p. 2.] Plant List Sheet L-4 61. All shade and palm trees must be listed in the description as a minimum of 3" DBH (4.5' off the ground) not caliper. The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk (c.l.) specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C. 2.] 62. All trees proposed under any existing overhead electric power lines must meet the FP & L Ril!ht tree in the Ril!ht Place manual selection for small trees onlv. 63. The shade tree planting detail should including a line indicating where the diameter and height of all of the trees will be measured at time of planting and insnection. 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 9 I I DEPARTMENTS INCLUDE REJECT 64. The palm tree planting detail should include a line indicating where the clear trunk and height of all of the palm trees will be measured at time of planting and insoection. 65. The shrub and groundcover planting detail should include a line indicating where the height and spread of the shrubs and groundcover plants will be measured at time of plantin!! and insnection. 66. The applicant should add a note that all utility boxes or structures (not currently known or shown on the plan) should be screened with Coco plum heMe olants on three sides. 67. The applicant should show an elevation cross-section detail of the actual heights of the proposed landscape trees and vegetation (proper scale) at the time of planting to visually buffer the proposed buildings and parking lot from the 1-95 and SW Sth Street road rights-of-ways. PLANNING AND ZONING Comments: 6S. At the technical advisory review team (TART) meeting, provide written responses to all staff s comments and questions. Submit 12 sets of revised plans. Each set should be folded and stapled. PROVIDED 69. At the technical advisory review team meeting, also provide a full set of reduced drawings, sized SY, inches by 11 inches of each plan. Save each plan to a compact disk and submit that to staff as well. PROVIDED 70. Staff considers these plans to be at the final stage of site plan review, the last stage prior to permit review. As such, all comments need to be addressed and shown on the olans prior to the TART meeting. NOTED 71. It is the applicant's responsibility to ensure that the new site plan is publicly advertised in accordance with Ordinance 04-007 and Ord 05-004. NOTED 72. Applicants who wish to utilize City electronic media equipment for presentations at City Commission Public Hearings must notifY the Planning and Zoning Department representative at least one week prior to the scheduled meeting. Staff recommends using a PowerPoint presentation at the Community Redevelopment Agencv Board meeting. NOTED 73. The New Site Plan application indicates that "Boynton Industrial, LLC" is the mooertv owner. Provide copv ofthe deed indicating thesame. PROVIDED 74. The New Site Plan application (11.2) indicates the subject property is zoned "MIC", which is incorrect because there is no such zoning district. The correct zonin!! for the subiect property is "M-l Li!!ht Industrial". Please 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 10 , , DEPARTMENTS INCLUDE REJECT submit a revised application that indicates the correct zoning district. REVISED APPLICATION ENCLOSED 75. The applicant is responsible for compliance with Ordinance 05-060, the "Art in Public Places" program and must demonstrate their participation. Please advise how the project would comply. Would the applicant be providing art or oaving the fee? Please advise. 76. The traffic impact analysis must be approved by the Palm Beach County Traffic Division for concurrency purposes prior to the issuance of any building permits (Chapter 4. Section 8.F.). Also, staff has great concerns over the type of vehicular traffic (i.e. tractor trailers, big rigs) that this project is expected to generate. The site is nestled between the C.S.X. railroad tracks deep within an established single-family community. The traffic analysis states "the proposed redevelopment of the site... is expected to result in uses that are primarily served by smaller single unit box trucks for pickups and deliveries". While the analysis is eloquently articulated, staff still has concerns over the legitimacy and practicality of its conclusions. In fact, the anticipated performance of the site (Le. truck traffic) may conflict and impact the adjacent residential land use that the project would not meet the intent, purpose, and protections that the zoning code provides. How can the city be assured there would be no conflicts with large truck traffic? Deed or lease restrictions? Please see Engineering comments regarding off-site roadway imorovements. 77. The size of the lot must match between the survey, New Site Plan Application (IIJ), and site plan tabular data. All three (3) must items be consistent with each other. Revise accordingly. REVISED TO 294,997 SF 6. 77 ACRES 78. Plan revisions must be reflected on all appropriate sheets throughout the plan set. PROVIDED REVISION CLOUDS 79. Bearings and distances (of perimeter property lines) were added to the site plan (sheet A-O.l) but no survey was provided with the August 22, 2006 submittal. Staff could not determine their accuracy. Please provide surveys for the next TART submittal. SURVEYS ENCLOSED 80. Gross floor area is defined as follows: The total floor area of a building or a use occupying part of a building, measured from centerlines of partitions and exterior of outside walls. Gross floor area shall include all floor area occupied by the main or principal use, plus any floor area occupied by accessory uses such as storage rooms, maintenance and mechanical rooms, offices, lounges, restrooms, lobbies, basements, mezzanines, and hallways. The project's required parking is based on gross floor area, which would include the meter rooms. Ensure that the parking tabular data is correct and consistent. REVISED PARKNG CALCS SEE COVER AND AO.l 81. The survev shows that the site contains a "Cracker Barrel" billboard and a 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 II , . DEPARTMENTS INCLUDE REJECT ce 11 tower. Will the billboard be removed? If not, when the does the lease agreement exoire? 82. Will an on-site lift station be required as a result of this development? If so, indicate its location on the site olan. LIFT STATION INDICATED 83. A unity of title may be required. The Building Division of the Department of Development will determine its aoolicability. NOTED 84. Abandonment and rededication of easements must be recorded prior to issuance of a building permit for the project. Vacating easements may be accomplished through the platting process, which IS overseen by the Engineering Division of Public Works. NOTED 85. A signature tree (such as a Yellow Elder, Tibouchina Granulsola, or Bouganvillea) is required at both sides of the project entrance / exit on West Ocean Avenue. The signature trees must have six (6) feet of clear trunk if placed within the safe-sight triangle (Chapter 7.5, Article 2, Section 5.N.). Alternative plant material may be substituted if the above referenced plant material is not available or undesired. Any substitution of plant material (for the signature tree requirement) will be subject to the City Forester / Envira:1mentalist review and anoroval. 86. The trees proposed around the office / warehouse buildings must be installed at \I, the building height of the buildings (14 feet to 16 feet). 87. Include shrubs into the landscape design within pervious areas along the sides for the three (3) buildings, as well as in areas labeled "sod" along east building elevations. 88. Fifty percent (50%) of all site landscape materials must be native species (Chapter 7.5, Article II, Section 5.P). Please categorize into the three (3) categories as follows: 1. Shade trees, 2. Palm trees, 3. Shrubs & Groundcover. On the landscape plan, indicate the total quantities within each category and their native nercentages. 89. All shrubs and hedges are required to be at minimum 24 inches in height, 24 inches in spread, and planted with tip-to-tip spacing measured immediately after planting to adequately cover the planted areas on the site (Chapter 7.5, Article II, Section 5.CA.I. 90. If potable water is used for irrigation purposes, the use of drought tolerant plant species (per the South Florida Water Management District Manual) shall be maximized, and the irrigation system should have water conserving designs (such as a drio svstem), where possible. 91. Feature lighting emphasizing plants, trees, barriers, entrances, and exits is encouraged (Chaoter 9, Section 10.F.3.). This is especially pertinent for the 2006-09-12 3rd REVIEW RESPONSES-HNM.doc 09/08/06 12 . . DEPARTMENTS INCLUDE REJECT east building facades that would be visible from Interstate 95. GROUND MOUNTED LIGHTING FEATURING SIGNS PROVIDED 92. All proposed signage is subject to the Planning & Development Board and City Commission review and approval. Staff recommends that you submit a master sign program that shows the number, location, dimensions, exterior finish, and color(s) of all wall signs and freestanding sign. The monument sign must be located 10 feet from all property lines. SIGNAGE DETAILS PROVIDED AO.2 93. Staff recommends installing a cluster of palm trees near the dumpster enclosures in lieu of canonv trees. 94. Staff recommends enhancing the east fa,ade of all three (3) buildings due to the fact that they will be highly visible from Interstate 95. A comparable office / warehouse project by Levitt Corporation was recently constructed along High Ridge Road (within the city) that contained unique qualities that further enhanced its design. Likewise, staff is particularly conscious of this project's current location because of its close proximity and visibility to Interstate 95. Therefore, staff will be making design-related comments to both the Planning & Development Board and the City Commission. Staff understands that the constmints of this linear site (and location) and concurs with the project intent to face the overhead doors eastward, opposite the residential homes. However, if possible, staff recommends recessing the overhead doors, approximately four (4) to five (5) feet from the main exterior wall. Also, the overhead doors should be separated six (6) to eight (8) feet from each other. This would help to break up the double doors and the "look" of massive 24-foot wide overhead doors. Please consider the use of low-profile overhead doors rather than wide panel doors. Finally, please consider increasing the height of the entry panels to help break up the "horizontal" characteristic of the project. The use of faux Bahama-style shutters would look nice over the office windows. 3D RENDERING PROVIDED 95. West fa,ade requires additional architectural enhancement, as there is a great deal of blank wall facing a residential neighborhood. A variation in roof line, as shown on the east elevation, would also improve the west fa,ade. ADDITIONAL LANDSCAPE FOR SCREEENING PROVIDED 96. The cell tower compound on the site does not appear to have any landscaping other than sod surrounding it. The fenced compound should have shrubs to a minimum of half the height of the fence and trees every 20 feet on center. 97. All rooftop equipment must be completely screened from view at a minimum distance of 600 feet. NOTED MWR/elj S:\Planning\SHAREDlWP\PROJECTS\Ocean 95 Exchange Park\3rd REVIEW COMMENTS.doc 3rd REVIEW COMMENTS.doc 09/11/06 2 ,~cP /. DEPARTMENTS . INCLUDE REJECT 9. Staff is concerned that the existing pavement structures in the area of the proposed development may not be able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets, adding to the tax burden of Boynton Beach residents. Because of these impacts, Staff believes that it is entirely appropriate for the developer to be required to mitigate the safety and potential structural impacts associated with the additional truck traffic. In Staff s opinion, the preferred truck route is along SW 8th St., south to West Ocean Dr., then east-northeast to West Ocean Ave., and east to the Ocean 95 Exchange Plaza. This route is preferred because it has the greatest roadway and right-of-way width and fewest turning movements that could negatively affect private properties. Specific design detail must be give to pedestrian safety in the vicinity of Hibiscus Park. Staff recognizes that numerous other truck route alternatives are available south of Boynton Beach Blvd. Each of these alternatives possess' their own pros and cons. Again, for strictly technical reasons, the Ocean Dr. corridor is preferable. However, Staff would encourage public deliberation on this matter because of the sensitive nature and public perceptions related to increased truck volumes. The analysis should include the extent and cost of road improvements', need for additional right-of-way, ability of the roadways to accommodate various truck sizes, and number of residents impacted by each alternative. ENGINEERING DIVISION Comments: 10. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. Comment acknowled!!ed II. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Technical Advisory Review Team (TART) process does not ensure that additional comments may not be generated by the Commission and at permit review. Comment acknowledl!ed 12. Provide written and graphic scales on all sheets. Written and l!;raohic scales have been included on all sheets. 13. At time of permitting, provide a drainage plan in accordance with the LDR, Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed grades to indicate general flow patterns for stormwater management. Comment acknowledl!ed 3rd REVIEW COMMENTS.doc 09/1 1/06 3 DEPARTMENTS INCLUDE REJECT 14. Provide an engineer's certification on the Drainage Plan as specified in LOR, Chapter 4, Section 7.F.2. A certification has been added to the Pavinl! and Drainal!e Plans I S. Full drainage plans, including drainage calculations, in accordance with the LOR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. Comment acknowledl!ed 16. Show on plans (and identifY) the 4S-inch RCP drainage pipe and associated perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed water and sewer mains. Please identify and resolve these conflicts. The existing 48" RCP location has been added to the Plans. Elevations of proposed utilities will be designed with adequate clearances on the final Plans, 17. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction pennit application. Comment acknowledged. Detail sheets have been omitted from this plan submission. UTILITIES Comments: IS. Please provide a timeline that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the timeline should be the date of City Commission approvaL Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter. This timeline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as Dossible. 19. All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as the Water and Sewer Plans) so that we may detennine which appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LOR, Chapter 7.5, Article I, Section IS.I gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. Proposed utility easements have been nrovided to the Landscane Architect to 3rd REVIEW COMMENTS.doc 0911 1/06 4 DEPARTMENTS INCLUDE REJECT include on his Dlans. 20. Palm Beach County Health Department pennits will be required for the water and sewer systems serving this project (CODE, Section 26-12). Comment acknowlede:ed 21. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). The proposed system looping for this project will leave a dead-end line approximately 400- ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hydrant can be eliminated. Excessively long dead-end sections of main can lead to stagnation in the line and bacteriological growth. A fire flow test has been ordered from the Fire Department. The requested fire flow calculations will be based upon the results of the fire flow test. 22. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Our preliminary review indicates that the South Building has sufficient coverage, the Central Building is almost covered, and the North Building does not have sufficient coverage. The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1,500 gpm requirement noted above, usually requires overlapping fire hydrant coverage, or a sprinkler system internal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply system will be required in order to achieve this. A looped water supply system and additional fire hydrants have been added to tbe plans in order to comply with the reQuested criteria. 23. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within seven (7) days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand. Comment acknowledged 24. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. As other sources are readily available City water shall not be allowed for irrigation. Comment acknowlede:ed 25. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the engineering drawings, using a mimmum width of 12 feet. The easements 3rd REVIEW COMMENTS.doc 09/11/06 5 DEPARTMENTS INCLUDE REJECT shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a). The requested utilitv easements have been added to the Plans. 26. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy. Comment acknowledged 27. A building pennit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15. Comment acknowled!!ed 28. Sanitary sewer main shall be PYC C-900 material. Sewer mains have been changed to PVC C-900. 29. The proposed private lift station will be acceptable. All sanitary sewer on the Ocean 95 Exchange Plaza shall be private. Force main will become the property of the City of Boynton Beach. Provide appropriate easements for the force main. Permits will be required for the work within the CSXRR right -of- way. An easement or agreement from CSXRR will be provided for the proposed utilities crossin!! the Rail Road tracks. 30. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit application. Comment acknowledged. Utility Details have been removed from this submittal. 31. Yerify size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the drawings. The South connection is 8". The North connection is 6". 32. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 900 or 8-in. tee at the north end of the development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. The replacement Hne has been chan!!ed to 8". 3rd REVIEW COMMENTS.doc 09/11/06 2 'on I n .- '-' DEPARTMENTS INCLUDE. REJECT 9. Staff is concerned that the existing pavement structures in the area of the proposed development may not be able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets, adding to the tax burden of Boynton Beach residents. Because of these impacts, Staff believes that it is entirely appropriate for the developer to be required to mitigate the safety and potential structural impacts associated with the additional truck traffic. In Staff's opinion, the preferred truck route is along SW 8th St., south to West Ocean Dr., then east-northeast to West Ocean Ave., and east to the Ocean 95 Exchange Plaza. This route is preferred because it has the greatest roadway and right-of-way width and fewest turning movements that could negatively affect private properties. Specific design detail must be give to pedestrian safety in the vicinity of Hibiscus Park. Staff recognizes that numerous other truck route alternatives are available south of Boynton Beach Blvd. Each of these alternatives possess' their own pros and cons. Again, for strictly technical reasons, the Ocean Dr. corridor is preferable. However, Staff would encourage public deliberation on this matter because of the sensitive nature and public perceptions related to increased truck volumes. The analysis should include the extent and cost of road improvements', need for additional right-of-way, ability of the roadways to accommodate various truck sizes, and number of residents impacted by each alternative. ENGINEERING DIVISION Comments: 10. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. Comment acknowled!!ed II. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Technical Advisory Review Team (TART) process does not ensure that additional comments may not be generated by the Commission and at permit review. Comment acknowledl!ed 12. Provide written and graphic scales on all sheets. Written and graphic scales have been included on all sheets. 13. At time of permitting, provide a drainage plan in accordance with the LDR, Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed grades to indicate general flow patterns for stormwater management. Comment acknowledl!ed 3rd REVIEW COMMENTS.doc 0911 1106 3 DEPARTMENTS INCLUDE REJECT 14. Provide an engineer's certification on the Drainage Plan as specified in LDR, Chapter 4, Section 7.F.2. A certification has been added to the Pavinl! and Drainal!e Plans 15. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. Comment acknowledged 16. Show on plans (and identifY) the 48-inch RCP drainage pipe and associated perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed water and sewer mains. Please identify and resolve these conflicts. The existing 48" RCP location has been added to the Plans. Elevations of proposed utilities will be designed with adequate clearances on the final Plans. 17. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. Comment acknowledged. Detail sheets have been omitted from this plan submission. UTILITIES Comments: 18. Please provide a timeline that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the timeline should be the date of City Commission approval. Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter. This timeline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as possible. 19. All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as the Water and Sewer Plans) so that we may determine which appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. Proposed utility easements have been orovided to the Landscaoe Architect to 3rd REVIEW COMMENTS.doc 09/11/06 4 DEPARTMENTS INCLUDE REJECT include on his olans. 20. Palm Beach County Health Department pennits will be required for the water and sewer systems serving this project (CODE, Section 26-12). Comment acknowledl!ed 21. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). The proposed system looping for this project will leave a dead-end line approximately 400- ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hydrant can be eliminated. Excessively long dead-end sections of main can lead to stagnation in the line and bacteriological growth. A fire flow test has been ordered from the Fire Department. The requested fire flow calculations will be based uoon the results of the fire flow test. 22. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Our preliminary review indicates that the South Building has sufficient coverage, the Central Building is almost covered, and the North Building does not have sufficient coverage. The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1,500 gpm requirement noted above, usually requires overlapping fire hydrant coverage, or a sprinkler system internal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply system will be required in order to achieve this. A looped water supply system aod additional fire hydrants have been added to the plans in order to comolv with the relluested criteria. 23. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within seven (7) days of site plan approval, whichever occurs first. This fee will be detennined based upon final meter size, or expected demand. Comment acknowledged 24. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. As other sources are readily available City water shall not be allowed for irrigation. Comment acknowledged 25. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of 12 feet. The easements 3rd REVIEW COMMENTS.doc 09/11106 5 . . DEPARTMENTS INCLUDE REJECT shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a). The requested utilitv easements have been added to the Plans. 26. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy. Comment acknowledl!ed 27. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15. Comment acknowledl!ed 28. Sanitary sewer main shall be rvc C-900 material. Sewer mains have been chanl!ed to PVC C-900. 29. The proposed private lift station will be acceptable. All sanitary sewer on the Ocean 95 Exchange Plaza shall be private. Force main will become the property of the City of Boynton Beach. Provide appropriate easements for the force main. Permits will be required for the work within the CSXRR right-of- way. An easement or agreement from CSXRR will be provided for the proposed utilities crossin" the Rail Road tracks. 30. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit application. Comment acknowledged. Utility Details have been removed from this submittal. 31. VerifY size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the drawings. The South connection is 8". The North connection is 6". 32. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 900 or 8-in. tee at the north end of the development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. The renlacement line has been chanl!ed to 8". SEP , 2 dave bodker landscape architecture/planning inc. 75 rl e sixth avenue, suite 209 uelr'ClY IJt:!ClCh, flol'ida 33483 561'2l6.S311-(fax) 561 2763869 September 12, 2006 City of Boynton Beach Re: Ocean 95 Exchange Plaza Response to Comments dated Aug!Jst 22, 2006 To whom it may concern: The responses below correspond to the comments by department and comment number. Public Works - Solid Waste: 2. The planting plan has been rearranged or different species have been used so that there are no vertical conflicts with the dumpster and canopy trees. Public Works - Forestry and Grounds: 3. A sight triangle has been indicated on the planting plan. 4. Canopy trees have been moved back from drive isles to minimize potential vertical conflicts with high profile vehicles. 5. Gumbo limbos have been eliminated from the pl~nting plan. 6. Live oaks and Gumbo limbos have not been used along the east or west property lines. 7. The overhead electrical lines will be placed underground. Enaineerina Division: 12. Written and graphic scales are on all of the planting plan sheets. Utilitv Department: 19. All utility easements and utility lines are shown on the planting plans. Police Department: 40. We have attempted to provide planting that does not obstruct the view from windows or walkways. Ocean 95 Exchange Plaza Response to Comments dated August 22, 2006 September 12, 2006 Page 2 Buildina Division: 50. The irrigation system will use a pump and well. 51. A Water Use Permit will be applied for by the engineer. The landscape architect will provide the water use calculations. 56. Irrigation plans will be submitted when the site plan is finalized. Parks and Recreation: 57. The plant separates the trees and palms from the shrubs and groundcover. We have denoted the native species and the overall percentage of native plants. 58. We specify 150% overlap coverage for the irrigation system. The system will have a pump and well as its water source. Note #3 on our planting plans specifies that each tree will have a separate bubbler and that there will be separate zones for sad areas and shrub and groundcover beds. The irrigation plan will incorporate these items. 59. Smaller species of trees have been specified in the small planting islands. Forester/Environmentalist: 60. An existing tree list ison the planting plan and it identifies the seven trees which are to be removed. The replacement trees have been noted as replacement trees on the planting plan. 61. The designation of 3. dbh has been used in the plant specification in the plant list. The contractor is required to meet all requirements of the specification. 62. The overhead electric powerlines are going to be placed underground. 63. "Plant Size Details. depicting the height, spread, clear trunk, and dbh have been added to the planting plan. 64. See #63 above. 65. See #63 above. 66. This note has been added. 67. Elevations have been shown from 1-95,. SW 8th Street, and from the west property line. Plannina and Zonina: 68. 12 sets of plans will be submitted. Response to comments has been submitted. 69. An 8 %. x 11" set has been submitted and a CD has been submitted. 85. A signature tree (yellow elder) has been planted on both sides of the project entrance. It has been specified with 6' of clear trunk. 86. The trees proposed around the officelwarehouse buildings have been specified with a height of 14' to 16'. 87. Shrubs and groundcovers have been incorporated into the landscape design within the pervious areas along the sides of the three buildings. , Ocean 95 Exchange Plaza Response to Comments dated August 22, 2006 September 12, 2006 Page 3 88. 50% of all required landscape materials are native species. 89. Required shrubs and hedges have been specified at 24" minimum height and 24" minimum spread with 24" o.c. spacing. 90. Potable water will not be used for irrigation purposes. 93. Palm trees have been used near the dumpster enclosure in lieu of canopy trees. 94. The 1-95 perimeter buffer contains 43 more trees than are required. In addition to this, 46 more trees than are required within the vehicular use area have been utilized to enhance the east elevation of the building. 95. There are 13 more trees than required along the west property line. In addition to this, hedges and clusters of bamboo have been utilized to enhance and soften the western elevation of the building. 96. The cell tower fence will have vines planted on it. The vines are specified with 48" . runners. ave Bodker 15205.601 Page 1 of 1 Johnson, Eric From: Logan, Laurinda Sent: Friday, September 15, 2006 1 :03 PM To: Johnson, Eric Cc: Livergood, Jeffrey; Kelley, David; Breese, Ed Subject: Ocean 95 Exchange Plaza Eric, I believe I have finalized the COA to use in place of the comment we previously had regarding the truck route. I spoke with Chris Hagen at KH this morning to go over what was needed for the plans for the P&D Board and Commission. He will be renumbering/relabeling the options so that Option 1A is our preferred option (currently our preferred option is labeled 1 B.) He is also only putting in three of the four options. We will not be including the option that starts at Woolbright and comes north to get to the site. He will keep that option should it need to be presented during one of the public hearings at P&D or Commission. He is also preparing a cover sheet for the "Off-Site Truck Route Improvements" that will include typical roadway sections (one with curb & gutter and one with a swale section), notes and a legend. I asked him to contact you directly to find out what timing was needed for KH to meetr our schedule for submittal to P&D. Here's the proposed COA: Provide Off-Site Roadway Improvement plans for the truck route to be used to access this project using Option 1A (SW 8th St. and W. Ocean Dr.) Roadway improvements may include, at a minimum, but not be limited to, design of two 12-ft. travel lanes, drainage, sidewalk, signing, and striping as required and determined necessary along the proposed truck route. Design shall be finalized after public input and approval by the appropriate governing boards and Commission. Let me know if you need anything else from me on this project. Also please let me know what P&D meeting and Commission meetings they will be targeting. Thank you. LClurtV\,c\Cl 9/1512006 Page 1 of2 Johnson, Eric From: Logan, Laurinda Thursday, September 14, 2006 2:16 PM 'Chris.Heggen@kimley-horn.com'; Johnson, Eric cfarnell@genesisdevelopmenl.org; jmayo@hnm-architecture.com; dblapinc@aol.com; a_desimone1@yahoo.com; dsteven2@ch2m.com; Lance.Petrie@ch2m.com Subject: RE: Ocean 95 Exchange Park - truck route schematics Sent: To: Cc: Chris, Thanks for providing the four alternative truck routes for my review. I see that Eric has sent you an e-mail regarding what we will need for the plans. I will be writing a new condition of approval (COA) regardomg the truck route. You will be provided that comment after it has been sent to P&Z. As you know Staff prefers Option #1 B, along SW 8th SI. and W. Ocean Dr., and that alternative will be emphasized in the COA. As we discussed yesterday we will finalize design of the truck route after it has been through the P&D Board and Commission. During that process there will be public hearings and the public will have a chance to see and comment upon them. The final decision is the public's and our elected officials. Thanks for your help with providing this information they will need to make an informed decision. I look forward to talking to you again. LU"vl",ciu Lo0~'" se",lov s"'0"",eer C.lt(j of-g,o(j",to", -g,wcfl 1>"bllc WOYR..s/s"'0"",eev""'0 5b:1-742-b322 5b:1-742-b225 (fux) lo'lu ~J@cl. bot! ",to",- bw cfl. fl. c~s. From: Chris. Heggen@kimley-horn.com [mallto:Chris.Heggen@kimley-horn.com] Sent: Wednesday, September 13, 2006 3:56 PM To: Johnson, Eric; Logan, Laurinda Cc: darnell@genesisdevelopment.org; jmayo@hnm-architecture.com; dblapinc@aol.com; a_desimonel@yahoo.com; dsteven2@ch2m.com; Lance.Petrie@ch2m.com Subject: RE: Ocean 95 Exchange Park - truck route schematics E-mail 2 of 2. Please let me know if there are comments or questions. -Chris Kimley-Horn and Associates, Inc. ChristopherW. Heggen, P,E. (FL) 4431 Embarcadero Drive West Palm Beach, FL 33407 9/14/2006 Johnson, Eric From: Sent: To: Subject: Eric Mazzella, Pete Thursday, September 14, 200610:54 AM Johnson, Eric RE: Ocean 95 Exchange Plaza2 I would stick with the office number for now. Some warehouse uses can demand a lot of water, so this is really a best guess at this point. Take care. Pete From: Sent: To: Subject: Johnson, Eric Thursday, September 14, 2006 1O:S2 AM Mazzella, Pete RE: Ocean 95 Exchange Plaza2 Everything is great with me. Thanks, Question: Do we want to go with the office number as the primary? I should mention that this will be primarily constructed as an industrial project (110,615 square feet of warehouse) with 23,296 square feet of accessory office. You decide. Either way, it's fine by me. Thanks again... ej From: Sent: To: Subject: Eric Mazzella, Pete Thursday, September 14, 2006 10:37 AM Johnson, Eric RE: Ocean 95 Exchange Plaza I hope all is well with you. See below. These numbers are based primarily on office use, which may make them a bit higher than some warehouse uses. Pete From: Sent: To: Cc: Subject: Pete, Johnson, Eric Thursday, September 14, 2006 10:25 AM Mazzella, Pete Breese, Ed Ocean 95 Exchange Plaza As you know the above referenced site plan is scheduled for the September Planning & Development Board meeting. The developer proposes three (3) separate buildings for a total of 133,911 square feet of office I warehouse. What is the expected potable water and sanitary sewer demands? Please fill in the "x". The City's water capacity, as increased through the purchase of up to 5 million gallons of potable water per day from Palm Beach County Utilities, would meet the projected potable water for this project (project estimated to require a total of 17000 gallons per day). Local piping and infrastructure improvements may be required, especially on the water delivery system for the project, depending upon the final project configuration and fire-flow demands. These 1 local improvements would be the responsibility of the site developer and would be reviewed at the time of permitting. Sufficient sanitary sewer and wastewater treatment capacity is currentiy available to serve the projected total of 17000 gallons per day, subject to the applicant making a firm reservation of capacity, following approval of the site plan (see Exhibit "C" - Conditions of Approval). Thanks much, Eric Lee Johnson, AICP Planner City of Boynton Beach 2 Johnson, Eric From: Sent: To: Subject: Mazzella, Pete Thursday, September 14, 2006 10:37 AM Johnson, Eric RE: Ocean 95 Exchange Plaza Eric I hope all is well with you. See below. These numbers are based primarily on office use, which may make them a bit higher than some warehouse uses. Pete From: Sent: To: Cc: Subject: Johnson, Eric Thursday, September 14, 2006 10:25 AM Mazzella, Pete Breese, Ed Ocean 95 Exchange Plaza Pete, As you know the above referenced site pian is scheduled for the September Planning & Development Board meeting. The developer proposes three (3) separate buildings for a total of 133,911 square feet of office I warehouse. What is the expected potable water and sanitary sewer demands? Piease fill in the "x". The City's water capacity, as increased through the purchase of up to 5 million gallons of potable water per day from Palm Beach County Utilities, would meet the projected potable water for this project (project estimated to require a total of 17000 gallons per day). Local piping and infrastructure improvements may be required, especially on the water delivery system for the project, depending upon the finai project configuration and fire-flow demands. These local improvements would be the responsibility of the site developer and would be reviewed at the time of permitting. Sufficient sanitary sewer and wastewater treatment capacity is currently available to serve the projected total of 17000 gallons per day, subject to the applicant making a firm reservation of capacity, following approval of the site plan (see Exhibit "c" - Conditions of Approval). Thanks much, Eric Lee Johnson, AICP Planner City of Boynton Beach 1 Of:{ C{,'~~'~, ~II;/[ib :J j REVIEW COMMENTS New Site Plan FIRS- Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: 2nd review plans identified as a New Site Plan with a August 22, 2006 Planning & Zoning date stam" markino, DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section I 0-26 (a)~ 2. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed nickup of dumnsters. PUBLIC WORKS - Forestrv and Grounds Comments: 3. Show sight triangles on the Landscape plans (LDR, Chapter 7.5, Article II, Section 5.H.) usin" a 25 foot si"ht trian"le. 4. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile vehicles. 5. Gumbo Limbo should placed a minimum of 10 foot away from curb In landscaoe islands to orevent breakin" and heavin" at the tree's maturitv. 6. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowin" non-nublic uses on their oronerties. 7. There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL's "Plant the Ri"ht Tree in the Ri"ht Place." PUBLIC WORKS - Traffic Comments: 8. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach Countv Traffic Enl!ineerinl!. ... 3rd REVIEW COMMENTS.doc 09/12/06 5 DEPARTMENTS INCLUDE REJECT 30. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit application. 31. VeriI)' size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the drawings. 32. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 900 or 8-in. tee at the north end of the development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. FIRE Comments: 33. Provide a sheet, dedicated only to Fire Department concerns. Include on this sheet, the location of all hydrants, the water supply information and V' acknowledge that the buildings shall have an approved NFPA 13 Fire Sprinkler System. Show the proposed location of the Fire Department Connections. Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is more than 200' from a hydrant. 34. All construction gates shall have a Knox lock for Fire Department access. All gates shall be 12' wide if for one-way traffic and 20' wide if for two-way V traffic. Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one turn, with no backing up. During the construction any road shall have turn around capabilities so that no road will dead end with out a place for the engine to turn around. 35. All roads shall be compacted to 32 tons to the point of vertical construction. V These roads shall be kept clear of debris so that emergency vehicles can access any portion of the site. If due to the negligence of the contractor, any emergency vehicle becomes stuck and/or damaged, the contractor shall be responsible for the costs involved. 36. Provide a flow test, conducted by the Boynton Beach Fire Department that ~ shows a water supply of 3,OOOgpm at 20psi. To schedule this test, call (561) 742-6600. ... 3rd REVIEW COMMENTS.doc 09/12/06 6 DEPARTMENTS INCLUDE REJECT 37. Will this project be condominiums or one owner? 38. A fire alann will be required throughout all buildings. The fire sprinkler V system shall be monitored by an approved Central Station and a UL Letter of Certification or an FM Placard shall be obtained. 39. Early Power release will not be given unless all Life Safety equipment is ~ installed and working. The only exception is that the alann system does not have to transmit to a central station at that point, but must sound locally to notify workers to evacuate the building. POLICE Comments: 40. Landscaping should not obstruct view from windows or walkwavs. 41. All exterior doors should be equipped with security hinges and should be reinforced with case hardened strike plate. 42. All buildings should be ore-wired for CCTV and alarm systems. 43. Glass perimeter doors should be equipped with case hardened guard rings to protect the mortise lock cvlinder. 44. Rear doors should be eauipped with 180-degree peephole viewer. 45. Mailboxes for buildings with multi-units should be placed in high activity and conspicuous location for enhanced safety and natural surveillance of users. BUILDING DIVISION Comments: 46. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be detennined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of pennit application. 47. At time of penn it review, submit signed and sealed working drawings of the proposed construction. 48. Vertical accessibility to the mezzanine area shall be required per the 2004 FBC, Sections 11-4.1.2, 11-4.1.3(5) (New Construction) and Section 11-4.1.6 (Alterations). , 3' REVIEW COMMENTS New Site Plan r:DC: Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: 2"d review plans identified as a New Site Plan with a August 22. 2006 Planning & Zoning date stam" markino. I ~ , ,.'...... " DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: I. Prior to pennit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a). ,. 2. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickuo of dumosters. PUBLIC WORKS - Forestrv and Gronnds Comments: 3. Show sight triangles on the Landscape plans (LDR, Chapter 7.5, Article II, Section 5.H.) usin" a 25 foot sight triangle. 4. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile vehicles. 5. Gumbo Limbo should placed a minimum of 10 foot away from curb in landscane islands to orevent breaking and heaving at the tree's maturity. 6. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowing non-nublic uses on their properties. 7. There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL's "Plant the Right Tree in the Right Place." PUBLIC WORKS - Traffic Comments: 8. Provide a notice of concurrency (Traffic Perfonnance Standards Review) . from Palm Beach County Traffic Engineering. 3rd REVIEW COMMENTS.doc 09/12/06 2 DEPARTMENTS 9. Staff is concerned that the existing pavement structures in the area of the proposed development may not be able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets, adding to the tax burden of Boynton Beach residents. Because of these impacts, Staff believes that it is entirely appropriate for the developer to be required to mitigate the safety and potential structural impacts associated with the additional truck traffic. In Staff's opinion, the preferred truck rou~e is '~W 8th St., south to West ~ ./ Ocean Dr., then east-northeast to West 0 Ave" iljl east to the Ocean 95 Exchange Plaza. This route is prefened because it has the greatest roadway and right-of-way width and fewest turJril:1g movements that could negatively affect private properties, Specific desigri~ail must be give to pedestrian safety in the vicinity of Hibiscus Park. Staff recognizes that bumerous other truck route alternatives are available south of Boynton Beach lllvd. Each of these alternatives possess' their own pros and cons, Again, for ~i~tly te~nical reasons, the Ocean Dr. corridor is preferabt~ However, Staff ",auld encourage public deliberation on this matter bec~'Of~. sensitive nature and public perceptions related to increased truck ~umes. . The analysis should include the extent and cost of road improvements', need for additional right-of-way, ability of the roadways to accommodate various truck sizes, and number of residents impacted bv each alternative. ENGINEERING DIVISION Comments: INCLUDE REJECT 10. All comments requiring changes and/or corrections to the plans shall be ", reflected on all appropriate sheets. 11. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Technical Advisory Review Team (TARn process does not ensure that additional comments may not be generated by the Commission and at permit review. , . i 'l !" 12. Provide written and graphic scales on all sheets., i . 13. At time of permitting, provide a drainage plan in accordance with the LOR, Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed grades to indicate general flow patterns for stormwater management. 14. Provide an engineer's certification on the Drainage Plan as specified in LOR, Chapter 4, Section 7.F.2. ~ 3rd REVIEW COMMENTS.doc 09/12/06 3 DEPARTMENTS INCLUDE REJECT 15. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. 16. Show on plans (and identif'y) the 4S-inch RCP drainage pipe and associated perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed water and sewer mains. Please identitY and resolve these conflicts. 17. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in " accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit aoolication. UTILITIES Comments: IS. Please provide a time line that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the time line should be the date of City Commission approval. Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter. This time line will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as possible. 19. All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as the Water and Sewer Plans) so that we may determine which appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, Article !, Section IS.I gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. 20. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). 21. Fire flow calculations will be required demonstrating the City Code requirement of ! ,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). The proposed system looping for this project will leave a dead-end line approximately 400- ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hydrant can be eliminated. Excessively long dead-end .. 3rd REVIEW COMMENTS.doc 09/12/06 4 DEPARTMENTS INCLUDE REJECT sections of main can lead to stagnation in the line and bacteriological growth. 22. The LDR, Chapter 6, Article IV, Section] 6 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Our preliminary review indicates that the South Building has sufficient coverage, the Central Building is almost covered, and the North 'Y Building does not have sufficient coverage. The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1,500 gpm requirement noted above, usually requires overlapping fire hydrant coverage, or a sprinkler system internal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply svstem will be required in order to achieve this. 23. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within seven (7) days of site plan , approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand. 24. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable .; water. As other sources are readily available City water shall not be allowed for irrigation. 25. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the , engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a). 26. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully completed, and given to the "- City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy. 27. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to " service this project, in accordance with the CODE, Section 26-15. 28. Sanitary sewer main shall be PYC C-900 material. " 29. The proposed ~hft"tatioowillbe~-AIl saRitary~__lhe ~5 E"eh8flge .~-sIlalHle .pr.wate,..-F~ beC61uG the ' . -pr.opelt)L4lhe.-Ci4'.ofBgynten'Beach. Provide appropriate easements for the force main... Pennits will be required ~work within the CSXRR right-of- wav. 3rd REVIEW COMMENTS.doc 09112/06 5 DEPARTMENTS INCLUDE REJECT 30. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the "< Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit aoolication. 31. VerifY size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the . drawings. 32. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 900 or 8-in. tee at the north end of the "- development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. FIRE Comments: 33. Provide a sheet, dedicated only to Fire Department concerns. Include on this sheet, the location of all hydrants, the water supply information and acknowledge that the buildings shall have an approved NFP A 13 Fire Sprinkler System. Show the proposed location of the Fire Department Connections. Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is more than 200' from a hvdrant. 34. All construction gates shall have a Knox lock for Fire Department access. All gates shall be 12' wide if for one-way traffic and 20' wide if for two-way traffic. Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one turn, with no backing up. During the construction any road shall have turn around capabilities so that no road will dead end with out a place for the engine to turn around. 35. All roads shall be compacted to 32 tons to the point of vertical construction. These roads shall be kept clear of debris so that emergency vehicles can access any portion of the site. If due to the negligence of the contractor, any emergency vehicle becomes stuck and/or damaged, the contractor shall be resoonsible for the costs involved. 36. Provide a flow test, conducted by the Boynton Beach Fire Department that shows a water supply of3,000gpm at 20psi. To schedule this test, call (561) 742-6600. 3rd REVIEW COMMENTS.doc 09/12/06 8 I<)(f 9 . [;J.. . 0(; DEPARTMENTS INCLUDE REJECT noted on the building permit application at the time of application submittal. 56. Submit irrigation plans. PARKS AND RECREATION Comments: 57. Plant List - separate trees and palms from shrubs and sod. Denote which species are native and the overall percentage of native plants. 58. Irrigation must have] 10% coverage, have a non-potable water source, have separate bubblers for each tree and have separate zones for sod and bed areas. 59. The use of large trees that need large root beds to support the large canopies such as oaks are not recommended to be planted in small or confined areas. This plans shows oaks in areas that are 3 1/2 and 5 ]/2 feet wide. This is not sufficient area to allow a root system needed for the oak canopy. It is recommended that a different species be considered for these areas. FORESTER/ENVIRONMENT ALIST Comments: Exislinl!: Trees List - Management Plan Sheet L - 4 60. The Landscape Architect should tabulate the total diameter inches of existing / trees on the site. The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7.5, Article I Sec. 7.D.p. 2.] Plant List Sheet L-4 61. All shade and palm trees must be listed in the description as a minimum of ~ 3" DBH (4.5' off the ground) not caliper. The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk (c.t.) specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C.2.1 ~ -- 62. All trees proposed under any existing overhead electric power lines must meet j the FP & L Right tree in the Right Place manual selection for small trees only. V V 63. The shade tree planting detail should including a line indicating where the diameter and height of all of the trees will be measured at time of planting . 3rd REVIEW COMMENTS. doc 09/12/06 9 DEPARTMENTS INCLUDE REJECT and inspection. 64. The palm tree planting detail should include a line indicating where the clear V trunk and height of all of the palm trees will be measured at time of planting and inspection. 65. The shrub and groundcover planting detail should include a line indicating V' where the height and spread of the shrubs and groundcover plants will be measured at time of planting: and inspection. 66. The applicant should add a note that all utility boxes or structures (not / currently known or shown on the plan) should be screened with Coco plum hedg:e plants on three sides. ~ / 67. The applicant should show an elevation cross-section detail of the actual heights of the proposed landscape trees and vegetation (proper scale) at the time of planting to visually buffer the proposed buildings and parking lot from the 1-95 and SW Sth Street road rig:hts-of-ways. PLANNING AND ZONING Comments: 6S. At the technical advisory review team (TART) meeting, provide written responses to all staff's comments and questions. Submit 12 sets of revised plans. Each set should be folded and stapled. 69. At the technical advisory review team meeting, also provide a full set of reduced drawings, sized Sy, inches by II inches of each plan. Save each plan to a compact disk and submit that to staff as well. 70. Staff considers these plans to be at the final stage of site plan review, the last stage prior to permit review. As such, all comments need to be addressed and shown on the plans prior to the TART meeting. 7 I. It is the applicant's responsibility to ensure that the new site plan is publicly advertised in accordance with Ordinance 04-007 and Ordinance 05-004. 72. Applicants who wish to utilize City electronic media equipment for presentations at City Commission Public Hearings must notifY the Planning and Zoning Department representative at least one week prior to the scheduled meeting. Staff recommends using a PowerPoint presentation at the Community Redevelopment Agencv Board meeting. 73. The New Site Plan application indicates that "Boynton Industrial, LLC" is the properly owner. Please provide a copv of the deed indicating the same. 74. The New Site Plan application (JI.2) indicates the subiect propertY is zoned 3'" REVIEW COMMENTS New Site Plan Jo D'-\ PA--R~S Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: 2"d review plans identified as a New Site Plan with a August 22. 2006 Planning & Zoning date stamn markino. DEPARTMENTS PUBLIC WORKS - Solid Waste Comments: 1. Prior to pennit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a). 2. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters. PUBLIC WORKS - Forestrv and Grounds Comments: 3. Show sight triangles on the Landscape plans (LDR, Chapter 7.5, Article 11, Section 5.H.) using a 25 foot sight triangle. 4. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile vehicles. 5. Gumbo Limbo should placed a minimum of 10 foot away from curb in landscaDe islands to orevent breaking and heaving at the tree's maturity. 6. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowing non-Dublic uses on their DroDerties. 7. There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL's "Plant the Right Tree in the Right Place," PUBLIC WORKS - Traffic Comments: 8. Provide a notice of concurrency (Traffic Perfonnance Standards Review) from Palm Beach County Traffic Engineering. INCLUDE REJECT 3rd REVIEW COMMENTS. doc 09/12/06 8 DEPARTMENTS INCLUDE REJECT noted on the building permit application at the time of application submittal. 56. Submit irrigation plans. PARKS AND RECREATION Comments: 57. Plant List - separate trees and palms from shrubs and sod. Denote which ~ species are native and the overall percentage of native plants. 58. Irrigation must have I 10% coverage, have a non-potable water source, have V separate bubblers for each tree and have separate zones for sod and bed areas. 59. The use of large trees that need large root beds to support the large canopies / such as oaks are not recommended to be planted in small or confined areas. This plans shows oaks in areas that are 3 1/2 and 5 112 feet wide. This is not sufficient area to allow a root system needed for the oak canopy. It is recommended that a different species be considered for these areas. FORESTER/ENVIRONMENTALIST Comments: Existinl!: Trees List - Manal!:ement Plan Sheet L - 4 60. The Landscape Architect should tabulate the total diameter inches of existing trees on the site. The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms,S Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7.5, Article I Sec. 7.D.p. 2.] Plant List Sheet L-4 61. All shade and palm trees must be listed in the description as a minimum of 3" DBH (4.5' off the ground) not caliper. The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk (c.l.) specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. S.C. 2.1 62. All trees proposed under any existing overhead electric power lines must meet the FP & L Right tree in the Right Place manual selection for small trees only. 63. The shade tree planting detail should including a line indicating where the diameter and height of all of the trees will be measured at time of planting Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 R fo 2"d I 'd t'fi d N S't PI 'th A 3LVb ~ul<1 ftJ~/~ . ~, t 22 2006 PI . & Z . d t ~ 3' - REVIEW COMMENTS New Site Plan e erence: reVIew 0 ans 1 en lIe asa ew Ie an WI a UgUS . annmg onmg ae 4J stamn markino. 'l< " DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: I. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section I 0.26 (a)~ 2. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed oickuo of dumosters. PUBLIC WORKS - Forestrv and Grounds Comments: 3. Show sight triangles on the Landscape plans (LOR, Chapter 7.5, Article II, Section 5.H.) using a 25 foot sight triangle. 4. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile vehicles. 5. Gumbo Limbo should placed a minimum of 10 foot away from curb in landscane islands to nrevent breakinl! and heavinl! at the tree's maturity. 6. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowing non-Dub lie uses on their oroDerties. 7. There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL's "Plant the Ril!ht Tree in the Ri"ht Place." PUBLIC WORKS - Traffic Comments: 8. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach Countv Traffic Enl!ineerinl!. I 3rd REVIEW COMMENTS.doc 09/12/06 6 DEPARTMENTS INCLUDE REJECT 37. Will this oroiect be condominiums or one owner? 38. A fire alarm will be required throughout all buildings. The fire sprinkler system shall be monitored by an approved Central Station and a UL Letter of Certification or an FM Placard shall be obtained. 39. Early Power release will not be given unless all Life Safety equipment is installed and working. The only exception is that the alarm system does not have to transmit to a central station at that point, but must sound locally to notify workers to evacuate the buildino:. POLICE Comments: 40. Landscanino: should not obstruct view from windows or walkwavs. 41. All exterior doors should be equipped with security hinges and should be reinforced with case hardened strike nlate. 42. All buildino:s should be ore-wired for CCTV and alarm svstems. 43. Glass perimeter doors should be equipped with case hardened guard rings to nrotect the mortise lock cvlinder. 44. Rear doors should be eauipped with l80-degree peephole viewer. 45. Mailboxes for buildings with multi-units should be placed in high activity and consnicuous location for enhanced safety and natural surveillance of users. BUILDING DIVISION Comments: 46. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure .VI shall be detennined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of penn it aoolication. / 47. At time of penn it review, submit signed and sealed working drawings of the V proposed construction. J 48. Vertical accessibility to the mezzanine area shall be required per the 2004 FBC, / Sections 11-4.1.2, 11-4.1.3(5) (New Construction) and Section 11-4.1.6 (Alterations), 3rd REVIEW COMMENTS.doc 09/12/06 7 DEPARTMENTS INCLUDE REJECT 49. IdentifY within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. VerifY that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: A The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NOVD is above the highest 100-year base flood elevation applicable to the building / site, as determined by the SFWMD's surface water management construction development regulations." B From the FIRM map, identifY in the site data the title of the flood zone that the building is located within. Where applicable, specifY the base flood elevation. If there is no base flood elevation, indicate that on the plans. C IdentifY the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans). 50. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may J not, therefore, be used for landscape irrigation where other sources are readily available. 51. A water-use permit from SFWMD is required for an irrigation system that J utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. 52. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be J provided at the time of building permit application: A The full name of the project as it appears on the Development Order and the Commission-approved site plan. B The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 53. At time of permit review, submit separate surveys of each lot, parcel, or tract. j For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot, parcel, or tract. The recorded deed shall be submitted at time of permit review. I 54. Pursuant to approval by the City Commission and all other outside agencies, J the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 55. The full address of the project shall be submitted with the construction \J documents at the time of permit application submittal. If the project is multi- family, then all addresses for the particular building type shall be submitted. The name of the proiect as it appears on the Development Order must be 3rd REVIEW COMMENTS.doc 09/12/06 8 DEPARTMENTS INCLUDE REJECT noted on the building permit application at the time of application submittal. / V 56. Submit irrigation plans. PARKS AND RECREATION Comments: 57. Plant List - separate trees and palms from shrubs and sod. Denote which species are native and the overall percentage of native plants. 58. Irrigation must have 110% coverage, have a non-potable water source, have separate bubblers for each tree and have separate zones for sod and bed areas. 59. The use of large trees that need large root beds to support the large canopies such as oaks are not recommended to be planted in small or confined areas. This plans shows oaks in areas that are 3 1/2 and 5 1/2 feet wide. This is not sufficient area to allow a root system needed for the oak canopy. It is recommended that a different species be considered for these areas. FORESTERlENVIRONMENT ALIST Comments: Existing Trees List - Management Plan Sheet L - 4 60. The Landscape Architect should tabulate the total diameter inches of existing trees on the site. The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7.5, Article I Sec. 7.D.p. 2.] Plant List Sheet L-4 61. All shade and palm trees must be listed in the description as a minimum of 3" DBH (4.5' off the ground) not caliper. The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk (c.t.) specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C. 2.1 62. All trees proposed under any existing overhead electric power lines must meet the FP & L Right tree in the Right Place manual selection for small trees onlv. 63. The shade tree planting detail should including a line indicating where the diameter and height of all of the trees will be measured at time of planting 3rd REVIEW COMMENTS.doc 09/12/06 6 DEPARTMENTS INCLUDE REJECT 37. Will this oroiect be condominiums or one owner? 38. A fire alann will be required throughout all buildings. The fire sprinkler system shall be monitored by an approved Central Station and a UL Letter of Certification or an FM Placard shall be obtained. 39. Early Power release will not be given unless all Life Safety equipment is installed and working. The only exception is that the alarm system does not have to transmit to a central station at that point, but must sound locally to notifY workers to evacuate the building. POLICE r.~1 Comments: ~( 40. Landscaoing should not obstruct view from windows or walkwavs. j 41. All exterior doors should be equipped with security hinges and should be .,/ reinforced with case hardened strike plate. 42. All buildings should be ore-wired for CCTV and alarm svstems. .,/ 43. Glass perimeter doors should be equipped with case hardened guard rings to ,/ orotect the mortise lock cvlinder. 44. Rear doors should be eauipped with l80-degree oeeohole viewer. / 45. Mailboxes for buildings with multi-units should be placed in high activity and ../ consoicuous location for enhanced safelY and natural surveillance of users. BUILDING DIVISION Comments: 46. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be detennined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of oennit aoolication. 47. At time of penn it review, submit signed and sealed working drawings of the orooosed construction. 48. Vertical accessibility ta the mezzanine area shall be required per the 2004 FBC, Sections 11-4.1.2, 11-4.1.3(5) (New Construction) and Section 11-4.1.6 (Alterations), DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION TO: Ed Breese, Principal Planner, Planning and Zoning Eric L. Johnson, Planner, Planning & Zoning FROM: Laurinda Logan, Senior Engineer ld-\--- \ \ \ ) ; I ~ j Ie DATE: August 25, 2006 AUG 2 8 'J< i' '" Ll.l..Ju RE: Review Comments New Site Plan - 2nd Review Ocean 95 Exchange File No. NWSP 06-020 L __ After completing our second review of the above referenced Site Plans at TARTS on 8/22/06 please revise the following comments. All other comments have been addressed on the "1" Review Comments" form. PUBLIC WORKS - TRAFFIC 20. Staff is concerned that the existing pavement structures in the area of the proposed development may not be able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets, adding to the tax burden of Boynton Beach residents. Because of these impacts, Staff believes that it is entirely appropriate for the developer to be required to mitigate the safety and potential structural impacts associated with the additional truck traffic. In Staff's opinion, the preferred truck route is along SW 8'h St., south to West Ocean Dr., then east- northeast to West Ocean Ave., and east to the Ocean 95 Exchange Plaza. This route is preferred because it has the greatest roadway and right-of-way width and fewest turning movements that could negatively affect private properties. Specific design detail must be give to pedestrian safety in the vicinity of Hibiscus Park. Staff recognizes that numerous other truck route alternatives are available south of Boynton Beach Blvd. Each of these alternatives possess' their own pros and cons. Again, for strictly technical reasons, the Ocean Dr. corridor is preferable. However, Staff would encourage public deliberation on this matter because of the sensitive nature and public perceptions related to increased truck volumes. The analysis should include the extent and cost of road improvements', need for additional right-of- way, ability of the roadways to accommodate various truck sizes, and number of residents impacted by each alternative. UTILITIES 38. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 gpm with 20 psi residual pressure as stated in the LOR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). The proposed system looping for this project will leave a dead-end line approximately 400-ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hydrant can be eliminated. Dept. of Public Works, Engineering Division RE: Ocean 95 Exchange Plaza, New Site Plan - 2nd Review, NWSP 06-020 August 25, 2006 Page 2 Excessively long dead-end sections of main can lead to stagnation in the line and bacteriological growth. 50. The proposed private lift station will be acceptable. All sanitary sewer on the Ocean 95 Exchange Plaza shall be private. Force main will become the property of the City of Boynton Beach. Provide appropriate easements for the force main. Permits will be required for the work within the CSXRR right-of-way. Add the following new comments in the Utilities Section: 1. Verify size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the drawings. 2. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 90' or 8-in. tee at the north end of the development. The City may consider allowing 6-in. water main for this project if fire flow and domestic demands can be accommodated adequately. Provide demand and head loss calculations supporting the desired main diameter. Cc: Jeffrey R. Livergood, P.E., Director, Public Works Peter V. Mazzella, Deputy Utility Director, Utilities H. David Kelley, Jr., P.E./ P.S.M., City Engineer, Public Works/Engineering Glenda Hall, Forestry & Grounds Manager, Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste File S:\Engineering\Logan\TRC\Ocean 95 Exchange Plaza 2nd Review 082306.doc .TO: Page I of3 Johnson, Eric From: Logan, Laurinda Sent: Friday, August 25, 2006 9:53 AM To: Johnson, Eric Subject: Ocean 95 Exchange Plaza 2nd Review 082306 Should be able to cut & paste from this version without all the extra. TO: Ed Breese, Principal Planner, Planning and Zoning Kathy Zeitler, Planner, Planning & Zoning FROM: Laurinda Logan, Senior Engineer DATE: August ~25, 2006 RE: Review Comments New Site Plan - 2nd Review Ocean 95 Exchange File No. NWSP 06-020 After completing our second review of the above referenced Site Plans at TARTS on 8/22/06 please revise the following comments. All other comments have been addressed on the "1st Review Comments" form.ne':ie1'.s COffiffl8At f8FFA I3rs'/iao8 at U~0 T,^,nT FA00tiA@. PUBLIC WORKS - TRAFF!C 29.8t8# RSS B0riGbl8 eSASSFR5 8BSblt tAe iFRI361st af 8ssitisASI tfl:Jslc traffie tAF8b1€jA tRe r6sissRtial area. TRsre is SA 8HistiA€j if-blsle rSblte aleA€, ~J~I 1m .t-.\'8. tAat is SIdf3J2H?lSoely sarryiA€j 13 yepy lTliAilTlal SA"lSIdFlt sf trl:jsl: tra#is frsrxfl gW gtlot Et. tEl tRG iFlEh:JstFial sres. It S~)3BSrS tASt tRis I'Sblte was sRsseR iA earlier yesFs eeesl:jse it Rsa tRB lesst Al:jFf1Ber af RaFfles tRat w6b1la se iA=lf3astsa BY tRe trblslt tFa#ie 'NA8A e81TlpareeJ t8 etA0r area r08i~eAti81 0tr88t8. HGwe'/er, tRis rSl::l1s is ASt tRe rxfI8st le~iasl WSR"l tRe f3ers)3eetivs af tFl:lslt A=lS';eR=l8Ats. IAterseetisR F8aii at all J38iRffi a18A~ tRe ral:lte 8Fe iRsld#ieisRt fer IsrEler t1'l:181(8 18 aVfaiEJ aaA"1G~G to a~jQe(mt tldooe ri~Ate faf way BRa )3Fi'/ste )3r8)3eFties. BeeGblse tAe )3Fal3eSea sevelS)3ITlSRt will SiE]Rif.ie8Rtly sas t8 iRe vetblA4e sf truelt iraffie tRreldE1R tRe resis0RtiGl ares, St8# eelie'/ee tAst 13 trtlslt rStlte SAStllet ae eets8les tASt ASS tAe least ilTl)3aet sr J3stsRtial t8 eaR=la~e tAB I3b1Blie Fi(;)At af way. FblRAerA"laFe, all )3aSSiBle aetieRS 18 rxfIiRiFAize trbl8h eSR}liets \...itA )3eeestriaRs (i.e.. 8RilsF8A at l><Iiais8b1s ~ar1t) SA8b1let ee 8SASis8F8S. Lastly, 8ta# is 8sRseTRea tRat tRe eHisliR~ )3aVerxfleAt strtletblres iA tRe iFAFfleeliate area aFe Ret aBle 1s AaAsls tRe sselitisASI ASS':Y wReelleaaiRfis sf trLlelt tFClms aRa tAat tRe aasitieAal trl:181(s eeblla RarFA tRe e)(istiA~ streets 8saiRg) t8 tRe tSH BtlraeA af BerRteR B08eR resiaeRts. Tt:lsFef8F8, I3seablee af tRsse iFAJ38ets, staff l3alie'/ss tAGt it is sAtirel)' 8J3J3rs)3riato fer tAG sO\'010f3e)r to 130 f06teJirG)(~ to miti@Jat0 HiOGe) safety aRe stFldstbJffil imJ361st0 oe60sistes 'lIitA tAG ss~itieAal tFblelt trame. 20, Staff is concerned that the existing pavement structures in the area of the proposed development may not be able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets, adding to the tax burden of Boynton Beach residents. Because of these impacts, Staff believes that it is entirely appropriate for the developer to be required to mitigate the safety and potential structural impacts associated with the additional truck traffic. 8/25/2006 TO: Page 2 of3 In Staff's opinion, the preferred truck route is along CSAstrblet 61 Flew HElSet frSFfl r.~eFleA'S Way RSFtR ie tRe J3f0j90608 8fr;010J3rT1ElAt. TAB J3F8!38SSeJ re8away sAall Rave a 69 ft J3ri','ste ri~t:lt af way VlistR, a FfliRiffil:HTl af ~\'e 12 fit laRes, sie8Wall( SA at IGGlst eRE) sieja af iRe street, BRe J3fs'/ieie fer sterFAwater rldAeff. TAB eJeSiE)AsteeJ tFblSIt r8b1te 'Nilles We8IBFi~Rt 10 8V.' gfR. St. ts MarteR'S Viay U'ISA AsFlA ts tAs OseaA 96 EiHsAaA!:je rlaza.SW 8th St., south to West Ocean Dr., then east- northeast to West Ocean Ave., and east to the Ocean 95 Exchange Plaza. This route is preferred because it has the greatest roadway and right-of-way width and fewest turning movements that could negatively affect private properties, Specific design detail must be give to pedestrian safety in the vicinity of Hibiscus Park. Staff recognizes that numerous other truck route alternatives are available south of Boynton Beach Blvd. Each of these alternatives possess' their own pros and cons. Again, for strictly technical reasons, the Ocean Dr. corridor is preferable. However, Staff would encourage public deliberation on this matter because of the sensitive nature and public perceptions related to increased truck volumes. The analysis should include the extent and cost of road improvements', need for additional right-of- way, ability of the roadways to accommodate various truck sizes, and number of residents impacted by each alternative. UTILITIES 38. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 gpm with 20 psi residual pressure as stated in the LOR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). A siA!:jls e iA, sJ3b1r liRS, 1 ,829 leA~, e# af 8R 8HistiAEJ € iA. water FflsiA (iA OesaR .~Ne.) '1:ill FIst IT1set tRis rsEtblirsFA8At. IFflJ3FS'/SFfl8AtS 18 tRB water b1tility s)'steJX'fl eft site will l3e r8Etblirea iA 8F8sr ie 8b1J3J38rt tRis J3reJ38seeJ eJs'/sleJ3Ff18At via 61 lesJ3sa water FflsiFl s)'steFfl. The proposed system looping for this project will leave a dead-end line approximately 400-ft. in length. Re-evaluate the location and spacing of fire hydrants to see if the furthest south fire hydrant can be eliminated. Excessively long dead-end sections of main can lead to stagnation in the line and bacteriological growth. ~50. .^. eirTlJ3le lT1iRsr Iif.t atatieR eSAAeetieA iAts tRe eity's lTlaeter 29 iA, feree rTIBiA ee'/eriR~ tRe 8esterR Relf af tRe sit)' (as sAswR SR SAeet C 2) v,'ill Ret Be J3eFFflittsEL ,A.S 8.A alterA8te, sSAitar)' sewer A=ls)' tie iRts tRe v;ast6water s)'steFA ssP/iA~ tAB BajaeeRt r6aiaeAtiel SYStSR4. TA8 J3reFJeseel 1 iF!. ferss FASiA will Be rSEl!direa ts "t!dARel" !dRSar tRB csxnn ts tAe e)(istiA~ SYStSR4 Iseat08 iR S'A' 6#t~ Cals!dlatisRs '1JiII ae FSEltlifeEl t6 refleet tA8.t tRis e)(istiA~ system eaA a8s8FflFfl08ate tRe J3rSJ38SSe aeveleJ3FReAt as elge'NA eA tl9ie stJl3FRittal.The proposed private lift station will be acceptable, All sanitary sewer on the Ocean 95 Exchange Plaza shall be private, Force main will become the property of the City of Boynton Beach. Provide appropriate easements for the force main, Permits will be required for the work within the CSXRR right-of-way. Add the following new comments in the Utilities Section: 1, Verify size/diameter of water mains to be connected to. Our review indicates that the existing water mains are 6-in. diameter, not 8-in. as shown in the drawings. 2. Replace 2-in. water main with 8-in. water main from the existing main in West Ocean Ave. to the proposed 90' or 8-in, tee at the north end of the development. The City may consider allowing 6-in, water main for this project if fire flow and domestic demands can be accommodated adequately, Provide demand and head loss calculations supporting the desired main diameter. Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail) 8/25/2006 TO: Page 3 of3 Peter V. Mazzella, Deputy Utility Director, Utilities H. David Kelley, Jr., PE/ P.S.M., City Engineer, Public Works/Engineering (via e-mail) Glenda Hall, Forestry & Grounds Manager, Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste File S:\Engineering\Logan\TRC\Ocean 95 Exchange Plaza 2nd Review 082306.doc 8/25/2006 1st REVIEW COMMENTS New Site Plan F-t"Z- M~ - Project name: Ocean 95 Exchange Plaza File number; NWSP 06-020 Reference: 1st review plans identified as a New Site Plan with a Mav 17. 2006 Planning & Zoning date stamu markincr, DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: 1. Prior to permit application contact the Public Works Department (561-742- ~ 6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a). 2, The provided site dumpster enclosure detail (Sheet A-O.I does not meet the minimum requirements of City Standard Drawing G-4 and LDR, Chapter V 7.5, Article II, Section 5.J. and Article III, Section 9.A.9,a, Revise the detail to provide a minimum 10 foot (intemal) depth and width for the pad. 3. The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions. <./' Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods, 4, The proposed dumpster enclosure locations (Civil Sheets C-I through C-3) do not provide the required minimum backing clearance of 60 feet (measured from the front edge of the dumpster pad.) (LDR, Chapter 2, V Section II.J.2.b.) Please correct. 5, Provide a minimum outside turning radius of 55 feet to allow turning movements for Solid Waste (and FirelRescue) inside the proposed /' development. Using AutoTum (or similar), show on the plans that the required tuming movements are provided. Particular attention should be given to the entryways and turn-around areas that allow ingress and egress for Solid Waste and FirelRescue. 6. Rotate the first five dumpsters (north to south) 1800 so that Solid Waste is / picked up on the way out of the plaza. This will minimize (somewhat) the backing across both lanes of traffic, 7. The location and orientation of the sixth dumpster (furthest south) is not acceptable because turning around cannot be safely accomplished at this V location, Please revise location and/or orientation using the criteria oreviouslv stated in this memo. 8. There are vertical conflicts between the proposed dumpster enclosure ;V locations and proposed canopy trees (Live Oak, Gumbo Limbo and East ~ Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters, 1ST REVIEW COMMENTS 06/26/06 2 DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Forestry and Grounds Comments: 9. Show sight triangles on the Landscape plans (LDR, Chapter 7,5, Article II, c/ Section 5.H.) using a 25 foot sight triangle, 10. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile V vehicles. 11. Gumbo Limbo should placed a minimum of 10 foot away from curb in / landscape islands to prevent breaking and heaving at the tree's maturity, 12. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from V the property lines to allow for maintenance at maturity, The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowing non-public uses on their properties, 13. There are overhead lines along the north and west property lines. / Landscaping shall be designed and installed in accordance with FPL' s "Plant the Right Tree in the Right Place," PUBLIC WORKS - Traffic Comments: 14. Provide a notice of concurrency (Traffic Performance Standards Review) t/ from Palm Beach County Traffic Engineering. 15. On the Site and Civil plans, show and identifY all necessary traffic control devices such as stop bars, stop signs, double yellow lane separators striping, V directional arrows and "Do Not Enter" signage, etc. Delineate and stripe the "Loading Area" (LDR, Chapter 2, Section II,J); include a pavement message in yellow indicating "No Parking - Loading Zone". See City Standard Drawings "K" Series for striping details. 16. Provide Fire Lanes in accordance with the LDR, Chapter 23, Article II, V Section B.2 and Section M, 17. Parking stalls are incorrectly dimensioned at 9 feet x 18 feet The correct stall dimension is 9Yz-feet x I 8 Yz-feet with a 25 foot minimum aisle width, V- 18. Staff strongly recommends specifying wider lane widths to accommodate truck traffic and backing movements. }./"" 19. The proposed site layout will not adequately accommodate tum-around / movements for any trucks using this development. Turn-arounds will need to be provided for Solid Waste, Fire-Rescue, and trucks doing business 1ST REVIEW COMMENTS 06/26/06 3 DEPARTMENTS within the Plaza. 20, Staff has serious concerns about the impact of additional truck traffic through the residential area. There is an existing truck route along NW I" Ave, that is supposedly carrying a very minimal amount of truck traffic from SW 8th Street to the industrial area, It appears that this route was chosen in earlier years because it had the least number of homes that would be impacted by the truck traffic when compared to other area residential streets. However, this route is not the most logical from the perspective of truck movements, Intersection radii at all points along the route are insufficient for larger trucks to avoid damage to adjacent turfed rights of way and private properties. Because the proposed development will significantly add to the volume of truck traffic through the residential area, staff believes that a truck route should be selected that has the least impact or potential to damage the public right of way. Furthermore, all possible actions to minimize truck conflicts with pedestrians (i,e.. children at Hibiscus Park) should be considered. Lastly, Staff is concerned that the existing pavement structures in the immediate area are not able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets adding to the tax burden of Boynton Beach residents. Therefore, because of these impacts, staff believes that it is entirely appropriate for the developer to be required to mitigate these safety and structural impacts associated with the additional truck traffic. Upon review of the Traffic Impact Analysis and Local Street Analysis provided for this project Staff proposes three alternatives for movement of traffic accessing the Ocean 95 Exchange Plaza. Recommended alternatives are given in order of preference: a, Construct a new road from Morton's Way north to the proposed development. The proposed roadway shall have a 50foot private right-of- way width, a minimum of two 12 foot lanes, sidewalk on at least one side of the street, and provide for stormwater runoff, The designated truck route will be Woolbright to SW 8th Street to Morton's Way then north to the Ocean 95 Exchange Plaza. b. Reconstruct the existing truck route (Boynton Beach Blvd, to NW 7th St. to NW I" Ave, to NW 6th St. to W, Ocean Ave. then east into the Ocean 95 Exchange Plaza.) The right-of-way width for these roads is 50 feet except for Ocean Ave., which is 70 feet. The typical section shall consist of a 30 foot paved roadway with curb & guller, sidewalk on at least one side of the street, and provide for storm water runoff. Additional work will be required at the round-about at the intersection of W, Ocean Avenue, West Ocean Drive and NW 6th Street to accommodate correct luming movements for all vehicles using this intersection, c. Reconstruct W. Ocean Avenue from Boynton Beach Blvd. to Ocean A venue then east to the Ocean 95 Exchange Plaza. This will become the designated truck route. The right-of-way width for Ocean Ave. is 50 feet to the intersection of Ocean Ave. and NW 6th Street then 70 feet from the INCLUDE REJECT / 1ST REVIEW COMMENTS 06/26/06 4 DEPARTMENTS INCLUDE REJECT intersection east. The typical section shall consist of a 30 foot paved roadway with curb & gutter, sidewalk on both sides of the street and provide for storm water runoff. Additional work will be required at the round-about at the intersection of West Ocean Avenue, West Ocean Drive and NW 6th Street to accommodate correct turning movements for all vehicles using this intersection. ENGINEERING DIVISION Comments: 21. Add a note to the Site Plan stating "All plans submitted for specific pennits shall meet the City's Code requirements at time of application. These pennits include, but are not limited to, the following: paving, drainage, /' curbing, site lighting, landscaping and irrigation. Pennits required from other pennitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and anv others, shall be included with the nennit reouest." 22. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets, ,/ 23, Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Technical Advisory ,/ Review Team (TART) process does not ensure that additional comments may not be generated by the Commission and at pennit review, 24. Provide written and graphic scales on all sheets, t/ 25, Show and identify all features adjacent to the site to be developed on the plans (including the site plan, civil plan, and landscape plans) such as the V CSXRR and ]-95. 26. Provide the Site, Civil and Landscape plans at the same scale (LDR, V Chapter 4, Section 7.) 27, Provide the Civil plans at the same sheet size as the remainder of the package (24-in. x 36-in.) V 28. Show proposed site lighting on the Site and Civil plans (LDR, Chapter 4, / Section 7.B.4.) 29. Provide a drainage plan in accordance with the LDR, Chapter 4, Section ,/ 7,F. The plan should include a sufficient number of existing and proposed !!fades to indicate eenera] flow nattems for stormwater manaeement. 1ST REVIEW COMMENTS 06/26/06 5 DEPARTMENTS INCLUDE REJECT 30. Provide an engineer's certification on the Drainage Plan as specified in V LDR, Chapter 4, Section 7.F.2, 31. Full drainage plans, including drainage calculations, in accordance with the / LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting, 32. Show on plans (and identify) the 48-inch RCP drainage pipe and associated .v/ perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed water and sewer mains. Please identify and resolve these conflicts. 33. Correct Sheet C-3 to read W. Ocean A venue, not Ocean Boulevard. /' 34. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in / accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES Comments: 35. Please provide a time line that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date 1/ for the time line should be the date of City Commission approval. Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter, This time line will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as possible. 36. All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as the Water and Sewer Plans) so that we may determine which appurtenances, trees or shrubbery may interfere with V utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. 37, Palm Beach County Health Department permits will be required for the V water and sewer systems serving this project (CODE, Section 26-12). 38. Fire flow calculations will be required demonstrating the City Code / requirement of 1,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by 1ST REVIEW COMMENTS 06/26/06 6 DEPARTMENTS INCLUDE REJECT insurance underwriters, whichever is greater (CODE, Section 26-16(b)). A single 6-inch spur line, 1,830 long, off of an existing 6-inch water main (in Ocean Ave.) will not meet this requirement. Improvements to the water utility system off-site will be required in order to support this proposed development via a looped water main system, 39. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Our preliminary review indicates that the South Building has / sufficient coverage, the Central Building is almost covered, and the North Building does not have sufficient coverage. The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1,500 gpm requirement noted above, usually reqUIres overlapping fire hydrant coverage, or a sprinkler system internal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply system will be required in order to achieve this. 40, The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature ./ on the Health Department application forms or within seven (7) days of site plan approval, whichever occurs first. This fee will be determined based uoon final meter size, or exoected demand, 41. Comprehensive Plan Policy 3,C.3.4. requires the conservation of potable water. As other sources are readily available City water shall not be allowed ~ for irrigation. 42. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on / the engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec, 26-33(a), 43. This office will not require surety for installation of the water and sewer V utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy. 44. A building permit for this project shall not be issued until this Department V has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15. 45. PVC material not permitted on the City's water system. All lines shall be v' DIP. 46. Aoorooriate backflow preventer(s) will be required on the domestic water r v" 1 ST REVIEW COMMENTS 06/26/06 7 DEPARTMENTS INCLUDE REJECT service to the building, and the fire sprinkler line if there is one, In / accordance with the CODE, Section 26-207. 47. Provide a minimum of 10-foot separation between water main, sanitary / sewer, and storm sewer lines. Please note that City of Boynton Beach ( separation standards are more stringent that FDEP standards. 48. The LDR, Chapter 3, Article IV, Section 3(0) requires Master Plans to show all utilities on or adjacent to the proposed tract. The plan must / therefore show the point of service for water and sewer, and the proposed off-site utilities construction needed in order to service this project. 49. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be included that utilities are available and will be provided by all other / appropriate agencies, This statement is lacking on the submitted plans, 50. A simple minor lift station connection into the city's master 20-inch force main covering the eastern half of the city (as shown on Sheet C-2) will not be permitted. As an altemate, sanitary sewer may tie into the wastewater ./ system serving the adjacent residential system, The proposed 4-inch force main will be required to "tunnel" under the CSXRR to the existing system located in SW 6th St. Calculations will be required to reflect that this existing system can accommodate the proposed development as shown on this submittal. 51. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in ~ accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit application. FIRE Comments: 52, Provide a sheet, dedicated only to Fire Department concerns. Include on this sheet, the location of all hydrants, the water supply information and V acknowledge that the buildings shall have an approved NFP A 13 Fire Sprinkler System, Show the proposed location of the Fire Department Connections, Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is more than 200' from a hydrant. 53. All construction gates shall have a Knox lock for Fire Department access. All gates shall be 12' wide if for one-way traffic and 20' wide if for two- i/ way traffic. Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one tum, with no backing up. During the construction any road shall have turn around capabilities so that no road will dead end with out a place for 1ST REVIEW COMMENTS 06/26/06 8 DEPARTMENTS INCLUDE REJECT the emnne to turn around. 54. All roads shall be compacted to 32 tons to the point of vertical construction. These roads shall be kept clear of debris so that emergency vehicles can V access any portion of the site. If due to the negligence of the contractor, any emergency vehicle becomes stuck and/or damaged, the contractor shall be responsible for the costs involved. 55. Provide a flow test, conducted by the Boynton Beach Fire Department that shows a water supply of 3,000gpm at 2Opsi. To schedule this test, call (/ (56!) 742-6600. 56. Will this project be condominiums or one owner? V 57. A fire alarm will be required throughout all buildings, The fire sprinkler system shall be monitored by an approved Central Station and a UL Letter t.../" of Certification or an FM Placard shall be obtained. 58, Early Power release will not be given unless all Life Safety equipment is v' installed and working. The only exception is that the alarm system does not have to transmit to a central station at that point, but must sound locally to notify workers to evacuate the building. POLICE 'r;... . I .:...../ l Connnents: 59, Building lighting (non-glare) should be around perimeter on all sides and on pedestrian walkways ./ I 60. Landscaping should not obstruct view from windows or walkways. ./ 61. Landscaping should be maintained at three feet or less, Trees should be installed so as not to conflict with the lighting system and tree limbs should / be maintained at seven feet or higher. 62, All exterior doors should be equipped with security hinges and should be reinforced with case hardened strike plate. ../ 63. All buildings should be pre-wired for CCTV and alarm systems, ./ 64. Glass perimeter doors should be equipped with case hardened guard rings to protect the mortise lock cylinder. -/ 65, Rear doors should be equipped with 180-degree peephole viewer. -/ 66. Mailboxes for buildings with multi-units should be placed in high activity and conspicuous location for enhanced safety and natural surveillance of -/ users. 1ST REVIEW COMMENTS 06/26/06 9 DEPARTMENTS INCLUDE REJECT 67. Dumpsters should not allow for easy concealment, not create blind spots or I hiding areas. BUILDING DIVISION Comments: 68. ptease note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TART (Technical V Advisory Review Team) process does not ensure that additional comments may not be generated by the commission and at permit review, 69. Indicate within the site data the type of construction of each building as defined in 2004 FBC, Chapter 6. V 70. Indicate within the site data the occupancy type of each building as defined in 2004 FBC, Chapter 3. V 71. The height and area for buildings or structures of the different types of construction shall be govemed by the intended use or occupancy of the /' building, and shall not exceed the limits set forth in Table 503 of the 2004 FBC. 72. Place a note on the elevation view drawings indicating that the exterior wall openings and exterior wall construction comply with 2004 FBC, Table 704.8, or 2004 FBC, Residential, Section R302.2. Submit calculations that V' clearly reflect the percentage of protected and unprotected wall openings permitted per 2004 FBC, Table 704.8 or 2004 FBC, Residential, Section R302,2. 73. General area modifications to buildings shall be in accordance with 2004 FBC, Section 506. Provide calculations verifYing compliance with the /' above code sections and the 2004 FBC, Table 503, 74. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and / the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 75. Add to all plan view drawings of the site a labeled symbol that represents the location and perimeter of the limits of construction proposed with the V subject request. 76. At time of permit review, submit signed and sealed working drawings of the ~ proposed construction. 1ST REVIEW COMMENTS 06/26/06 10 DEPARTMENTS INCLUDE REJECT 77. Add a labeled symbol to the site plan drawing that identifies the location of the handicap-accessible parking spaces, The quantity of the spaces shall be consistent with the regulations specified in the 2004 FBC. The accessible / parking spaces that serve a use shall be located on the shortest safety accessible route of travel from adjacent parking to an accessible entrance. The 2004 FBC states that buildings with multiple accessible entrances shall have accessible parking spaces dispersed and located closest to the accessible entrance. 2004 FBC, Sections 11-4.1.2(5),4.3, and 4.6, 78. On the site plan and floor plan, indicate the number of stories that are in each building including, where applicable, mezzanines. indicate the overall (/ height of each building. 79, Add to each building that is depicted on the drawing titled site plan and floor plan a labeled symbol that identifies the location of the handicap- v/ accessible entrance doors to each building. 2004 FBC, Sections 11-4,1,2, 11-4,1.3, and 11-4,3, 80, Add a labeled symbol to the site plan drawing that represents and delineates the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance doors to each building. The installed symbol, required along the path, shall start at the accessible parking spaces and terminate at the accessible entrance doors to each building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings. The location of the accessible path shall not compel the user to travel in a V drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route, (Note: The minimum clear width of an accessible route shall be 36 inches, except at curb ramps that are part of a required means of egress shall not be less than 44 inches), Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with 2004 FBC, Section 11-4,3 (Accessible Route) and 11-4.6 (parking and Passenger Loading Zones). Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the 2004 FBC, This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 81. Vertical accessibility to the mezzanine area shall be required per the 2004 ~ FBC, Sections 11-4.1.2, 11-4,1.3(5) (New Construction) and Section 11- 4.1.6 (Alterations). 82. Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. Verify that the proposed elevation is in ~ compliance with regulations of the code by adding specifications to the site data that address the following issues: A The design professional-of-record for the project shall add the following text to the site data, "The proposed finish floor elevation NOVD is 1ST REVIEW COMMENTS 06/26/06 11 DEPARTMENTS INCLUDE REJECT above the highest 100-year base flood elevation applicable to the building site, as detennined by the SFWMD's surface water management construction development regulations," B From the FIRM map, identifY in the site data the title of the flood zone that the building is located within. Where applicable, specifY the base flood V elevation. Ifthere is no base flood elevation, indicate that on the plans, C IdentifY the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans), / 83. On the drawinl! titled site plan identify the property line. V 84. CBBCPP 3,C.3.4 requires the conservation of potable water. City water may /' not, therefore, be used for landscape irrigation where other sources are readily available, 85. A water-use pennit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source. A copy of the V pennit shall be submitted at the time ofpennit application, F.S, 373,216. 86. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: A The full name of the project as it appears on the Development Order and /' the Commission-approved site plan. B The total amount paid and itemized into how much is for water and how much is for sewer, (CBBCO, Chapter 26, Article II, Sections 26-34) 87. At time of permit review, submit separate surveys of each lot, parcel, or tract. t/ For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot, parcel, or tract. The recorded deed shall be submitted at time of pennit review. 88. Add a general note to the site plan that all plans submitted for pennitting /' shall meet the City's codes and the applicable building codes in effect at the time of permit application, 89. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for / review at the time of pennit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 90, The full address of the project shall be submitted with the construction documents at the time of permit application submittal. If the project is multi- / family, then all addresses for the particular building type shall be submitted. The name of the project as it appears on the Development Order must be noted on the building pennit application at the time of application submittal. 1ST REVIEW COMMENTS 06/26/06 12 DEPARTMENTS INCLUDE REJECT 91, Clarify the type of construction in accordance with the 2004 FBC, Chapter 6 v/ and Table 601. 92. Sheet A-O.I calls out for 12 handicap accessible parking spaces but the site t/ nlan onlv shows 10. Clarify 93. Sheet AU - Indicate the required fire rating of the typical tenant separation V wall per the 2004 FBC. 94, Sheet A-O indicates a mezzanine area in the bays. Clearly show the locations of the mezzanines on the floor plans, the square footage of each mezzanine V and the means of egress from each mezzanine in accordance with 2004 FBC, 95. An approved automatic fire sprinkler system is required in each building per ;/ Chapter 9 of the CBBCO, Section 9-6(A)(4), and 2004 FBC, Section 903.2.13. 96. Submit irri"ation nlans. V PARKS AND RECREATION Comments: / 97. Plant List - separate trees and palms from shrubs and sod. Denote which V snecies are native and the overall nercental!e of native nlants. 98. Irrigation must have 110% coverage, have a non-potable water source, have separate bubblers for each tree and have separate zones for sod and bed V areas. 99. The use of large trees that need large root beds to support the large canopies such as oaks are not recommended to be planted in small or confined areas. V This plans shows oaks in areas that are 3 1/2 and 5 1/2 feet wide. This is not sufficient area to allow a root system needed for the oak canopy, It is recommended that a different snecies be considered for these areas. FORESTERlENVIRONMENT ALIST Comments: Existin!! Trees List - Mana!!ement Plan Sheet L - 4 100. The Landscape Architect should tabulate the total diameter inches of V existing trees on the site, The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7.5, Article I Sec. 7,D.p. 2.] I ST REVIEW COMMENTS 06/26/06 13 DEPARTMENTS INCLUDE REJECT Plant List Sheet L-4 101. All shade and palm trees must be listed in the description as a minimum of 3" DBH (4.5' off the ground) not caliper. The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk t./ (c.t.) specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C, 2,] 102. All trees proposed under any existing overhead electric power lines must meet the FP & L Right tree in the Right Place manual selection for small V trees only, 103. The shade tree planting detail should including a line indicating where the diameter and height of all of the trees will be measured at time of planting v' and inspection, 104, The palm tree planting detail should include a line indicating where the clear trunk and height of all of the palm trees will be measured at time of V planting and inspection. 105, The shrub and groundcover planting detail should include a line indicating where the height and spread of the shrubs and groundcover plants will be measured at time of planting and inspection. ~ 106, The applicant should add a note that all utility boxes or structures (not currently known or shown on the plan) should be screened with Coco plum V hedge plants on three sides. 107. The applicant should show an elevation cross-section detail of the actual heights of the proposed landscape trees and vegetation (proper scale) at the ~ time of planting to visually buffer the proposed buildings and parking lot from the 1-95 and SW 8th Street road rights-of-ways, PLANNING AND ZONING ents: ~ At the technical advisory review team (TART) meeting, provide written / responses to all staff's comments and questions. Submit 12 sets of revised f".. plans, Each set should be folded and stapled. '!Y' At the technical advisory review team meeting, also provide a full set of / reduced drawings, sized 81'2 inches by II inches of each plan, Save each ~ plan to a compact disk and submit that to staff as well. ~ Staff considers these plans to be at the final stage of site plan review, the / last stage prior to permit review. As such, all comments need to be addressed and shown on the olans prior to the TART meeting. 8 It is the applicant's responsibility to ensure that the new site plan is publicly / advertised in accordance with Ordinance 04-007 and Ordinance 05-004. ~ Applicants who wish to utilize City electronic media equioment for ./ '-./ 1 ST REVIEW COMMENTS 06/26/06 14 fI tJ ~. DEPARTMENTS INCLUDE REJECT presentations at City Commission Public Hearings must notify the Planning and Zoning Department representative at least one week prior to the scheduled meeting, Staff recommends using a PowerPoint presentation at the Community Redevelopment Agency Board meeting. The New Site Plan application indicates that "Boynton Industrial, LLC" is the property owner. Please provide a copy of the deed indicating the same. The New Site Plan application (11.2) indicates the subject property is zoned "MIC", which is incorrect because there is no such zoning district. The correct zoning for the subject property is "M-I Light Industrial". Please submit a revised application that indicates the correct zoning district. The applicant is responsible for compliance with Ordinance 05-060, the "Art in Public Places" program and must demonstrate their participation. Please advise how the ro'ect would com I . w;q . (, 7, A drainage statement is required prior to the Technical Advisory Review Team (TART) meeting (Chapter 4, Section 7,F.2.), ~ v' r./ G The traffic impact analysis must be approved by the Palm Beach County Traffic Division for concurrency purposes prior to the issuance of any building permits (Chapter 4, Section 8.F.). Also, staff has great concerns / over the type of vehicular traffic (i.e. tractor trailers, big rigs) that this project is expected to generate. The site is nestled between the C.S.x, railroad tracks deep within an established single-family community, The traffic analysis states "the proposed redevelopment of the site...is expected to result in uses that are primarily served by smaller single unit box trucks for pickups and deliveries", While the analysis is eloquently articulated, staff still has concerns over the legitimacy and practicality of its conclusions. In fact, the anticipated performance of the site (i.e. truck traffic) may conflict and impact the adjacent residential land use that the project would not meet the intent, purpose, and protections that the zoning code provides. How can the city be assured there would be no conflicts with large truck traffic? Deed or lease restrictions? Please see Engineering comments regarding off-site roadway improvements, ( 8 e surveys when all lots are combined (excluding the 0.138-acre lot) create 295,013 uare-foot parcel. However, both the New Site Plan application, survey both indicate a parcel size of 294,914 square feet. All three (3) must items be consistent with each other. Revise accordingly. , \J c;,D Plan revisions must be reflected on all appropriate sheets throughout the plan set. UVt.Kd Fo.\2.~{lI v t/ 1/ tST REVIEW COMMENTS 06/26/06 15 DEPARTMENTS Qdd bearings and distances (which match survey) to perimeter property ~ine~ on site plan (sheet A-O,I). f'lo S\.V'l.{."l'<j t;J'A-J :,v.X~bq ,vITh h~.ult v . Cf'\,~ &t(UUU f'(;;) Gross floor area is defined as follows: The total floor area of a building or a D use occupying part of a building, measured from centerlines of partitions and exterior of outside walls. Gross floor area shall include all floor area occupied by the main or principal use, plus any floor area occupied by accessory uses such as storage rooms, maintenance and mechanical rooms, offices, lounges, restrooms, lobbies, basements, mezzanines, and hallways. The project's required parking is based on gross floor area, which would include the meter rooms. Huw~y'~, staff uvtGJ tflftt the el83~d J.Udl;;l IUUUU5 W@f'" not ln~l11rl~a 7;ithill the breakasyffl. .)f J."''iU~.l""J Pa.lh.~l1g,. 'Flll ~p r~, re,q€~ the sik plan tabular data to iaeh:u:le tile 111Gt"".l lUUII~ witbiu tin... flVUl area gf Pltl1f~T t1:)e "gffiee" or "n'a.ld.lol1sc" ~ . Slaff l\;\,,;uudlleJldS ~~~::~eheu~th~ef~ .O~~~~ than V1 .] e INCLUDE REJECT ~ ~ In addition to the parking required for each building, please provide a summary for all three (3) buildings combined, which itemizes total office area and total warehouse area. De ftol ",^""]ud",, tin;; lucrer IUUlIJ.:S [lUlu tL" parJdAg r~'J:aireu.l\'''l1l unless they redeSIgned. so that lllcy au::; llUL l;;udv.;>c8 'by an gvtPM')'" 998r. On the site plan, please provide a label indicating the number of spaces proposed within each row. Ensure that the number of parking spaces within each row and their respective label is match and are correct. The survey shows that the site contains a "Cracker Barrel" billboard and a cell tower. Will the billboard be removed? If not, when the does the lease agreement expire? ~v'" C".., ''JI'' v G'0~0... ~ Will an on-site lift station be required as a result ofthis development? If so, indicate its location on the site plan, A unity of title may be required. The Building Division of the Department of Develo ment will determine its a licabili . Abandonment and rededication of easements must be recorded prior to issuance of a building permit for the project. Vacating easements may be accomplished through the platting process, which is overseen by the En 'neerin Division of Public Works. ~. z/ vi v / v l/ /' v tST REVIEW COMMENTS 06/26/06 16 )>{ B. DEPARTMENTS Public Works' review and approval. ~ The placement and angle of the dumpster enclosures will be subject to Public Works' review and a roval, Provide a detail of the parking space and HlC space on the paving & drainage plan (sheet C-6) and make sure that they are consistent with what is shown on the site plan (sheet A-O,I). The site plan currently shows the spaces would be dimensioned 16 feet in length with two (2) feet of vehicular overhang for a total of 18 feet but the parking stall detail shows that each space would be 20 feet in length. Please clarify. I 3 . Include a color rendering of all elevations prior to the TART meeting (Chapter 4, Section 7,D.2.). These will be on display at the public meetings. All building elevations should indicate the paint manufacturer's name and color codes (Chapter 4, Section 7.D.). Provide paint swatches for the elevations. Staff recommends using a color schedule (Chapter 4, Section 7,D,). I Place a note on the site plan that all above ground mechanical equipment such as exterior utility boxes, meters, transformers, and back-flow preventers shall be visually screened (Chapter 9, Section 10.CA.). A signature tree (such as a Yellow Elder, Tibouchina Granulsola, or Bouganvillea) is required at both sides of the project entrance / exit on West Ocean Avenue. The signature trees must have six (6) feet of clear trunk if placed within the safe-sight triangle (Chapter 7.5, Article 2, Section 5.N.). Alternative plant material may be substituted if the above referenced plant material is not available or undesired. Any substitution of plant material (for the signature tree requirement) will be subject to the City Forester / Environmentalist review and approval. The trees proposed around the office / warehouse buildings must be installed at Yz the buildin hei ht of the buildin s 14 feet to 16 feet , clude shrubs into the landscape design within pervious areas along the sides for the three (3) buildings, as well as in areas labeled "sod" along east buildin elevations. Fifty percent (50%) of all site landscape materials must be native species (Chapter 7,5, Article II, Section 5.P), Please categorize into the three (3) categories as follows: 1. Shade trees, 2. Palm trees, 3, Shrubs & Groundcover. On the landscape plan, indicate the total quantities within each category and their native percentages. INCLUDE REJECT v / v' v' v' v v /' ./ 1ST REVIEW COMMENTS 06/26/06 17 DEPARTMENTS INCLUDE REJECT d All shrubs and hedges are required to be at minimum 24 inches in height, 24 inches in spread, and planted with tip-to-tip spacing measured / immediately after planting to adequately cover the planted areas on the site (Chapter 7.5, Article II, Section 5.CA.), @ If potable water is used for irrigation purposes, the use of drought tolerant V' plant species (per the South Florida Water Management District Manual) shall be maximized, and the irrigation system should have water conserving designs (such as a drip system), where possible, l' Lighting shall not be of an intensity that produces glare on adjacent property V (Chapter 9, Section IO.F.2,). r---\ I e;Y Feature lighting emphasizing plants, trees, barriers, entrances, and exits is L/ encouraged (Chapter 9, Section IO,F.3.). This is especially pertinent for the east buildinl! facades that would be visible from Interstate 95. ell proposed signage is subject to the Planning & Development Board and City Commission review and approval. Ng u'all sigaage ii cohmun nn the l---""" eJ~UJltiQns. Staff recommends that you submit a master sign program that shows the number, location, dimensions, exterior finish, and color(s) of all wall signs and freestanding sign. PrsH1d.e a 8@tatI ....f tlJ~ 1I1UlIUHU;uL ::loiell rr~p.......sea ttt \Y"'o::ll O",Gj}t.. ?.,'eR'le. -C811~GtinJ], tin; lulu} ,{all sigr'':Jgp lTl~Y not PYl"ppn 1 :145 gflHare feet (Ckapter 21, ~\J.t~dG IY, Seeaea S.C.). Indi<':lte I:'Q~liafle' VY~tlJ. filii:) '"'ud.... limitatiQM nn plthp-r thE> pl~~'ati8B 3... flVVl plan Bf~'"jl'lgs. 1Iu> }{)O'<'MI....z'^-"! ~~ ~ V iOr ~.Wv\. &<-R.J' lYl,;iocd:c x' ',>v, Q . , 143. Staff recommends installing a cluster of palm trees near the dumpster t./' , _ ~nclosures in lieu of canopy trees. ~~affrecommends enhancing the east fayade of all three (3) buildings due to the fact that they will be highly visible from Interstate 95. A comparable office / warehouse project by Levitt Corporation was recently constructed ./ along High Ridge Road (within the city) that contained unique qualities that further enhanced its design. Likewise, staff is particularly conscious of this project's current location because of its close proximity and visibility to Interstate 95. Therefore, staff will be making design-related comments to both the Planning & Development Board and the City Commission. Staff understands that the constraints of this linear site (and location) and concurs with the project intent to face the overhead doors eastward, opposite the residential homes, However, if possible, staff recommends recessing the overhead doors, approximately four (4) to five (5) feet from the main exterior wall. Also, the overhead doors should be separated six (6) to eight (8) feet from each other. This would help to break up the double doors and the "look" of massive 24-foot wide overhead doors, Please consider the use P\ "\i 1ST REVIEW COMMENTS 06/26/06 18 DEPARTMENTS INCLUDE REJECT of low-profile overhead doors rather than wide panel doors. Finally, please V consider increasing the height of the entry panels to help break up the "horizontal" characteristic of the project. The use of faux Bahama-style ~ shutters would look nice over the office windows. ~, West fayade requires additional architectural enhancement, as there is a ~ great deal of blank wall facing a residential neighborhood. A variation in roof line, as shown on the east elevation, would also improve the west ~ facade. ~ The cell tower compound on the site does not appear to have any t/ landscaping other than sod surrounding it. The fenced compound should have shrubs to a minimum of half the height of the fence and trees every 20 F ~... feet on center. ~ All rooftop equipment must be completely screened from view at a J minimum distance of 600 feet. MWR/sc S:IPlanningISHARED\WP\PROJECTSIOcean 95 Exchange Parkl1ST REVIEW COMMENTS.doc F'{4~~- - po~n, 91, ~L.l t\1 -c~~1'(l... Lf?>jtz.,?., ~ -s~ --- * 7;;>llL{w2 U1 Tof Irt-- _ \"'71,9 1\ ~ o HIe. E: -'" ~[-;Lqb @ ~(..?V() -:; II, eeS (7?J\ \Vf\1L-~(-tPj,(.5 e ~ IID,{OlS @ \.tt,OO ~ ID'b .L(p (\ 3'1) 2\5 /~ 1st REVIEW COMMENTS New Site Plan EAJ6 Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: I"reviewplans identified as a New Site Plan with a Mav 17. 2006 Planning & Zoning date stamp ki mar n". DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section .\ 10-26 (a). 2, The provided site dumpster enclosure detail (Sheet A-O.! does not meet the minimum requirements of City Standard Drawing G-4 and LDR, Chapter 7,5, Article II, Section 5.J. and Article III, Section 9.A,9,a. Revise the detail " to provide a minimum 10 foot (internal) depth and width for the pad. 3. The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions, ',' Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods, 4. The proposed dumpster enclosure locations (Civil Sheets C-l through C-3) do not provide the required minimum backing clearance of 60 feet (measured from the front edge of the dumpster pad.) (LDR, Chapter 2, \, Section II.J,2,b.) Please correct. 5, Provide a minimum outside turning radius of 55 feet to allow tuming movements for Solid Waste (and FirelRescue) inside the proposed development. Using AutoTum (or similar), show on the plans that the required turning movements are provided, Particular attention should be given to the entryways and turn-around areas that allow ingress and egress for Solid Waste and FirelRescue. 6. Rotate the first five dumpsters (north to south) 180' so that Solid Waste is picked up on the way out of the plaza, This will minimize (somewhat) the backing across both lanes of traffic. 7, The location and orientation of the sixth dumpster (furthest south) is not acceptable because tuming around cannot be safely accomplished at this location. Please revise location and/or orientation using the criteria previously stated in this memo. 8, There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly,) Please relocate canopy trees so that they do not create a , vertical conflict for Solid Waste pickup or replace canopy trees with a tree . species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters. 1ST REVIEW COMMENTS 06/26/06 2 DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Forestrv and Grounds Comments: 9. Show sight triangles on the Landscape plans (LDR, Chapter 7.5, Article II, Section 5.H.) using a 25 foot sight triangle, .~' 10. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile ..., vehicles, 11. Gumbo Limbo should placed a minimum of 10 foot away from curb in landscape islands to prevent breaking and heaving at the tree's maturity. 12. Live Oaks and Gumbo Limbo should be placed a minimum of 10 feet from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of-way, respectively. Both entities have restrictions in allowing non-public uses on their properties. 13, There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL's "Plant the Right Tree in the Right Place." PUBLIC WORKS Traffic Comments: 14. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. 15. On the Site and Civil plans, show and identifY all necessary traffic control devices such as stop bars, stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc. Delineate and stripe " the "Loading Area" (LDR, Chapter 2, Section 11.1); include a pavement message in yellow indicating "No Parking - Loading Zone". See City Standard Drawings "K" Series for striping details. 16, Provide Fire Lanes in accordance with the LDR, Chapter 23, Article II, Section B,2 and Section M, , - [5T Parking stalls are incorrectly dimensioned at 9 feet x 18 feet The correct stall dimension is 9y,-feet x 18y,-feet with a 25 foot minimum aisle width. 18. Staff strongly recommends specifying wider lane widths to accommodate truck traffic and backing movements. 19. The proposed site layout will not adequately accommodate turn-around movements for any trucks using this development. Tum-arounds will need .. to be nrovided for Solid Waste, Fire-Rescue, and trucks doinl!: business 1ST REVIEW COMMENTS 06/26/06 3 DEPARTMENTS within the Plaza. 20, Staff has serious concerns about the impact of additional truck traffic through the residential area. There is an existing truck route along NW I" Ave. that is supposedly carrying a very minimal amount of truck traffic from SW 8th Street to the industrial area. It appears that this route was chosen in earlier years because it had the least number of homes that would be impacted by the truck traffic when compared to other area residential streets. However, this route is not the most logical from the perspective of truck movements. Intersection radii at all points along the route are insufficient for larger trucks to avoid damage to adjacent turfed rights of way and private properties. Because the proposed development will significantly add to the volume of truck traffic through the residential area, staff believes that a truck route should be selected that has the least impact or potential to damage the public right of way. Furthermore, all possible actions to minimize truck conflicts with pedestrians (i,e.. children at Hibiscus Park) should be considered. Lastly, Staff is concerned that the existing pavement structures in the immediate area are not able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets adding to the tax burden of Boynton Beach residents. Therefore, because of these impacts, staff believes that it is entirely appropriate for the developer to be required to mitigate these safety and structural impacts associated with the additional truck traffic. Upon review of the Traffic Impact Analysis and Local Street Analysis provided for this project Staff proposes three alternatives for movement of traffic accessing the Ocean 95 Exchange Plaza. Recommended alternatives are given in order ofpreference: a. Construct a new road from Morton's Way north to the proposed development. The proposed roadway shall have a 50foot private right-of- way width, a minimum of two 12 foot lanes, sidewalk on at least one side of the street, and provide for stormwater runoff. The designated truck route will be Woolbright to SW 8th Street to Morton's Way then north to the Ocean 95 Exchange Plaza. b. Reconstruct the existing truck route (Boynton Beach Blvd, to NW 7th St. to NW I" Ave. to NW 6th St. to W. Ocean Ave. then east into the Ocean 95 Exchange Plaza.) The right-of-way width for these roads is 50 feet except for Ocean Ave" which is 70 feet. The typical section shall consist of a 30 foot paved roadway with curb & gutter, sidewalk on at least one side of the street, and provide for storm water runoff. Additional work will be required at the round-about at the intersection of W. Ocean Avenue, West Ocean Drive and NW 6th Street to accommodate correct tuming movements for all vehicles using this intersection. c, Reconstruct W. Ocean Avenue from Boynton Beach Blvd. to Ocean Avenue then east to the Ocean 95 Exchange Plaza. This will become the designated truck route. The right-of-way width for Ocean Ave. is 50 feet to the intersection of Ocean Ave. and NW 6th Street then 70 feet from the , INCLUDE REJECT 1ST REVIEW COMMENTS 06/26/06 4 DEPARTMENTS INCLUDE REJECT intersection east. The typical section shall consist of a 30 foot paved roadway with curb & gutter, sidewalk on both sides of the street and provide for storm water runoff. Additional work will be required at the round-about at the intersection of West Ocean Avenue, West Ocean Drive and NW 6th Street to accommodate correct tuming movements for all vehicles using this intersection. ENGINEERING DIVISION Comments: 21. Add a note to the Site Plan stating "All plans submitted for specific permits shall meet the City's Code requirements at time of application. These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from , other permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and anvothers, shall be included with the permit request." 22. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 23. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the Technical Advisory Review Team (TART) process does not ensure that additional comments may not be generated by the Commission and at permit review. 24. Provide written and graphic scales on all sheets. 25, Show and identify all features adjacent to the site to be developed on the plans (including the site plan, civil plan, and landscape plans) such as the CSXRR and 1-95. 26. Provide the Site, Civil and Landscape plans at the same scale (LDR, Chapter 4, Section 7,) , 27. Provide the Civil plans at the same sheet size as the remainder of the package (24-in. x 36-in.) 28. Show proposed site lighting on the Site and Civil plans (LDR, Chapter 4, Section 7.BA,) 29. Provide a drainage plan in accordance with the LDR, Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed , grades to indicate general flow patterns for stormwater management. '. 1ST REVIEW COMMENTS 06/26/06 5 DEPARTMENTS INCLUDE REJECT 30. Provide an engineer's certification on the Drainage Plan as specified in LDR, Chapter 4, Section 7,F.2. 31. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article N, Section 5 will be required at the time of permitting. 32. Show on plans (and identifY) the 48-inch RCP drainage pipe and associated perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed " water and sewer mains. Please identifY and resolve these conflicts. 33. Correct Sheet C-3 to read W. Ocean A venue, not Ocean Boulevard, 34. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES Comments: 35. Please provide a time line that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the time line should be the date of City Commission approval. Also .' provide milestone dates for permit application, the start of construction, and the setting of the first water meter. This time line will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as possible. I 11 ' 36. All utilUy~ents and utility lines shall be shown on the site plan and \, landscape plan~(as well as the Water and Sewer Plan~ so that we may , aelemtlne 'w1llch 'appurtenances, trees or slriubbery may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements, Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future, The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. 37. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). 38. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 gpm with 20 psi residual pressure as stated in the LDR, Chapter 6, Article N, Section 16, or the requirement imposed by . ' 1ST REVIEW COMMENTS 06/26/06 6 DEPARTMENTS INCLUDE REJECT insurance underwriters, whichever is greater (CODE, Section 26-16(b)). A single 6-inch spur line, 1,830 long, off of an existing 6-inch water main (in Ocean Ave.) will not meet this requirement. Improvements to the water utility system off-site will be required in order to support this proposed development via a looped water main system. 39. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Our preliminary review indicates that the South Building has sufficient coverage, the Central Building is almost covered, and the North Building does not have sufficient coverage, The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1,500 gpm requirement noted above, usually requires overlapping fire hydrant coverage, or a sprinkter system intemal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply system will be required in order to achieve this. 40. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within seven (7) days of site plan approval, whichever occurs first. This fee will be determined based UDon final meter size, or expected demand. 41. Comprehensive Plan Policy 3.C.3.4. requires the conservation of potable water. As other sources are readily available City water shall not be allowed for irrigation. 42. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a). 43. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy, 44, A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15, 45. PVC material not permitted on the City's water system. All lines shall be DIP. 46, Appropriate backflow preventer(s) will be required on the domestic water '.' I ST REVIEW COMMENTS 06/26/06 7 DEPARTMENTS INCLUDE REJECT service to the building, and the fire sprinkler line if there IS one, in accordance with the CODE, Section 26-207. .- 47. Provide a minimum of lO-foot separation between water main, sanitary sewer, and storm sewer lines. Please note that City of Boynton Beach separation standards are more stringent that FDEP standards, 48. The LOR, Chapter 3, Article N, Section 3(0) requires Master Plans to show all utilities on or adjacent to the proposed tract. The plan must therefore show the point of service for water and sewer, and the proposed , off-site utilities construction needed in order to service this project. 49. The LOR, Chapter 3, Article N, Section 3(P) requires a statement be included that utilities are available and will be provided by all other .. appropriate agencies. This statement is lacking on the submitted plans. 50. A simple minor lift station connection into the city's master 20-inch force main covering the eastem half of the city (as shown on Sheet C-2) will not be permitted. As an alternate, sanitary sewer may tie into the wastewater system serving the adjacent residential system, The proposed 4-inch force - , main will be required to "tunnel" under the CSXRR to the existing system located in SW 6th St. Calculations will be required to reflect that this existing system can accommodate the proposed development as shown on this submittal. 51. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construetion Standards" manual (including any updates) . and will be reviewed at the time of construction permit application. FIRE Comments: 52, Provide a sheet, dedicated only to Fire Department concerns. Include on this sheet, the location of all hydrants, the water supply information and acknowledge that the buildings shall have an approved NFP A 13 Fire Sprinkler System. Show the proposed location of the Fire Department Connections. Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is more than 200' from a hydrant. 53, All construction gates shall have a Knox lock for Fire Department access. All gates shall be 12' wide if for one-way traffic and 20' wide if for two- way traffic. Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one turn, with no backing up. During the construction any road shall have turn around capabilities so that no road will dead end with out a place for HNM ARCHITECTURE, LLC 3705 NORTH FEDERAL HIGHWAY DELRAY BEACH, FLORIDA TEL: 561.733.2225 FAX: 561 .733.23B3 AUGUST 22NO, 2006 CITY DF BOYNTON BEACH PLANNING AND ZONING DIVISION PROJECT NAME: OCEANS 95 EXCHANGE PARK FILE NUMBER: NWSP 06-020 RE: 1sT REVIEW RESPONSES TO COMMENTS DATED 2006-06-20 PUBLIC WORKS - SOLID WASTE COMMENT NO.2: DUMPSTER ENCLOSURE... MINIMUM 10FT DEPTH AND WIDTH FOR PAD RESPONSE: DUMPSTER ENCLOSURE PADS HAVE BEEN REVISED TO APPROPRIATE DEPTH AND WIDTH, SEE AD. 1 AND DETAIL ON AO.2. COMMENT NO.3: DUMPSTER ENCL05URE...STEEL RODS TO DROP INTO PAVEMENT.....DRILLED HOLES FOR CONCRETE, METAL FOR ASPHALT..... RESPONSE: DUMPSTER DETAIL ON SHEET AD.2 PROVIDES SLEEVES AS REQUIRED. COMMENT No.4: DUMPSTER ENCL05URE...MINIMUM BACKING 60' RESPONSE: ApPROPRIATE BACKING DISTANCE NOW PROVIDED REFER TO SITE PLAN AD. 1. COMMENT NO.5: MINIMUM OUTSIDE TURNING RADIUS OF 55....SHOW ON PLANS, INGRESS EGRESS AREAS TURN AROUND AREAS....ENTRYWAYS. RESPONSE: SITE PLAN HAS BEEN REVISED EXTENSIVELY IN AREAS MENTIONED ABOVE. PAVEMENT AREAS HAVE BEEN WIDENED AT ENTRY, BETWEEN BUILDINGS AND IN THE BACK (SOUTH END) OF THE SITE TO ACCoMADATE 55' TURNING RADIUS FOR SOLID WASTE AND FIRE RESCUE TURN AROUND. REFER TO SHEET AD. 1. COMMENT No.6: ROTATE THE FIRST FIVE DUMPSTERS 180 DEGREES RESPONSE: DUMPSTERS HAVE BEEN ROTATED AS REQUESTED, REFER TO AD. 1. S:\20a5\2D05-PRD.JECT5\05~036-BOYNTDN BCH & J-95 MWOOD\ 1-0DCS-EMAIL\LETTERS-Mlsc\2D06-07-25-1 ST REVIEW RESPONSES-TART. DOC COMMENT No.7: LOCATION AND ORIENTATION OF THE SIX DUMPSTER... RESPONSE: SIX DUMPSTER HAS BEEN ROTATED PER CRITERIA STATED IN COMMENT No.6 ABDVE, REFER TO SHEET AD. 1 PU8L1C WORKS - TRAFFIC COMMENT NO. T 5: ON SITE PLAN...SHDW AND IDENTIFY ALL NECESSARY TRAFFIC CONTROL DEVICES RESPONSE: ALL TRAFFIC CDNTROL DEVICES NOW SHOWN DN SITE PLAN SHEET AD. 1. COMMENT NO. T 7: PARKING STALLS ARE INCORRECTLY DIMENSIDNED AT 9 FT X 18FT ... RESPONSE: PARKING STALLS HAVE BEEN LOR ARTICLE II DEFINITIONS CORRECTED TO 9'-6" X 1 STATE STALLS MAY BE 9' S'-6", EVEN THOUGH X 18' @. COMMENT NO. T B: STAFF STRONGLY RECOMMENTS SPECIFYING WIDER LANE WiDTHS......... RESPONSE: LANES AND PAVEMENT AREAS AT THE CRITICAL LOCATIONS HAVE BEEN WIDENED (AT ENTRY, BETWEEN BUILDINGS AND IN THE BACK (SOUTH END) OF THE SITEI.REFER TO SHEET AD. 1 COMMENT NO. T 9: THE PROPOSED SITE LAYOUT WILL NOT ADEQUATELY ACCOMMODATE TURN- AROUND MOVEMENTS FOR ANY TRUCKS USING THIS DEVELOPMENT. RESPONSE: SITE PLAN HAS BEEN REVISED EXTENSIVELY IN AREAS MENTIONED ABOVE. PAVEMENT AREAS HAVE BEEN WIDENED AT ENTRY, BETWEEN BUILDINGS AND IN THE BACK (SOUTH END) OF THE SITE TO ACCOMADATE 55' TURNING RADIUS FOR SOLID WASTE AND FIRE RESCUE TURN AROUND. TRACTOR TRAILER/TRUCKS ARE NOT ANTICIPATED IN THIS PARK. PROJECT WILL HAVE LIGHT INDUSTRIAL USERS THAT WILL USE SMALLER VAN/ PICK UP TRUCKS (I.E. FED EX, UPS, BAKERY VAN STYLE/SIZE TRUCKS) IF ANY. REFER TO SHEET AD. 1. ENGINEERING DIVISION COMMENT NO.2 T : ADD NOTE "ALL PLANS SUBMITTED FOR SPECIFIC PERMITS SHALL MEET CITY... RESPONSE: NOTE HAS BEEN ADDED TO ARCHITECTURAL SITE PLAN SHEET AD. 1 COMMENT NO. 22: ALL COMMENTS REl;IUIRING CHANGES AND/OR CORRECTIONS TO THE PLANS ... RESPONSE: ALL REI:i;IUIRED CHANGES HAVE BEEN CLOUDED AND MARKED WITH REVISION TRIANGLE No.1. 5:\200S\200S-PRo.JECTS\OS-036-BOYNToN BCH & 1-95 MWooo\ 1 -OOCS-e:MAIL\LETTE:RS-MISC\2006-07-26-1 ST REVIEW RESPONSES-TART. DOC COMMENT NO.24: PROVIDE WRITTEN AND GRAPHIC SCALES ON ALL SHEETS. RESPONSE: WRITTEN AND GRAPHIC SCALES ARE PROVIDED ON ALL ARCHITECTURAL SHEETS. COMMENT NO.25: SHOW AND IDENTIFY ALL FEATURES ADJACENT TO THE SITE TO BE DEVELOPED ON THE PLANS.. RESPONSE: ALL FEATURES ADJACENT TO SUBJECT PROPERTY INCLUDING CSXRR AND 1-95 ARE SHOWN ON ARCHITECTURAL SITE PLAN SHEET AD. 1. COMMENT NO.26: PROVIDE DRAWINGS AT SAME SCALE. RESPONSE: ALL SITE PLANS SHALL BE AT 1" = 40'-0" SCALE PER ARCHITECTURAL SITE PLAN SHEET AD. 1. COMMENT No.2B: SHOW PROPOSED SITE LIGHTING. RESPONSE: PROPOSED SITE LIGHTING SHOWN ON ARCHITECTURAL SITE PLAN SHEET AD.l. UTILITIES COMMENT NO.36: ALL UTILITY EASEMENTS AND UTILITY LINES SHALL BE SHOWN ON THE SITE PLAN... RESPONSE: ALL EASEMENTS AND LINES HAVE BEEN ADDED TO ARCHITECTURAL SITE PLAN SHEET AD. 1 COMMENT NO. 39: LDR CHPT 5 ART IV, SECTION 15 REQUIRES THAT ALL POINTS ON EACH BLoG WILL BE WITHIN 200 FT OF A FIRE HYDRANT ... RESPONSE: ALL FIRE HYDRANT LOCATIONS HAVE BEEN ADDED TO ARCHITECTURAL SITE PLAN SHEET AD. 1 COMMENT NO. 39: LDR CHPT 3 ART IV, SECTION 3P REQUIRES A STATEMENT BE INCLUDED... RESPONSE: STATEMENT HAS BEEN ADDED TO ARCHITECTURAL SITE PLAN SHEET AO.l POLICE DIVISION COMMENT No.59 THRU 67: CRIME PREVENTION DESIGN SHOULD BE UTILIZED THROUGHOUT PRO.JECT.. RESPONSE: ALL COMMENTS WILL BE TAKEN INTO CONSIDERATION TO PROVIDE A SAFE ENVIRONMENT. S:\2005\2005-PRa.JECTs\05~036-BOYNTON BCH & 1-95 MWooo\ 1-00CS-EMAIL\LETTERS-Mlsc\Z005-07-Z5-' ST REVIEW RESPONSES-TART. DOC BUILDING DIVISION COMMENT No.6 9 THRU 71: TYPE OF OONSTRUCTION...OCCUPANCY.......HEIGHT AND AREA RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' AND COVER SHEET. COMMENT NO. PLACE A NOTE RESPONSE: NOTE STATING A4.2. 72: ON ELEVATION PER TABLE 704.8 EXTERIOR WALL OPENINGS... SUCH HAS BEEN ADDED TO ELEVATION SHEETS A4.D, A4.' AND COMMENT NO. 73: GENERAL AREA MODIFiCATIONS...... RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' AND COVER SHEET. COMMENT NO. 74: DESIGN WIND LOADS' 40 MPH...... RESPONSE: NOTE HAS BEEN ADDED UNDER GENERAL NOTES ON ARCHITECTURAL SITE PLAN SHEET AD.'. COMMENT NO. 75: LABEL SYMBOL THAT REPRESENTS LIMITS OF CONSTRUCTION...... RESPONSE: PROPERTY LINE HAS BEEN DENOTED ON ARCHITECTURAL SITE PLAN SHEET AD.' . COMMENT NO. 77: ADD A SYMBOL....LDCATIDN OF HANDICAP PARKING STALLS...... RESPONSE: HANDICAP PARKING STALL ARE IDENTIFIED ON SITE PLAN WITH STANDARD HANDICAP SYMBOL. REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' . COMMENT NO. 78: SITE PLAN AND FLOOR PLAN INDICATE NO. OF STORIES, MEZZANINE..OVERALL HEIGHT OF EACH BUILDING. RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' AND COVER SHEET, FOR ADDITIONAL BUILDING INFO REQUESTED ABDVE. FLOOR PLAN FOR EACH BUILDING AND OVERALL SITE PLAN NOW DEPICTS LINE OF MEZZANINE PROPOSED. COMMENT NO. 79 & 80: LABEL SYMBOL THAT REPRESENTS HANDICAP ACCESSIBLE DOOR AND ACCESSIBLE PATH OF TRAVEL TO DOOR...... RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD. , , SYMBOL FOR ACCESSIBLE DOOR AND PATH/WIDTH OF TRAVEL IS NOW DEPICTED. S:\200S\ZDD5-PRO.JECTS\05-D36-BOYNTON SCH & 1-95 MWooo\ ]-DOCS-EMAIL\Le::TTERS-MISC\2006-07-26-' ST REVIEW Re::SPONSES-TART.oOC COMMENT NO. B2: IDENTIFY ON FLOOR PLANS AND SITE PLANS PROPOSED NGVD......ADD NOTE REGARDING' 00 YR FLOOD.....BASE FLOOD ELEVATION..... RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' , UNDER GENERAL NOTES FOR INFO REl\lUESTED. REFER TO ARCHITECTURAL FLOOR PLANS FOR EACH BUILDING FOR FLOOR ELEVATION OF EACH. COMMENT NO. B3: IDENTIFY PROPERTY LINE...... RESPONSE: PROPERTY LINE HAS BEEN IDENTIFIED ON ARCHITECTURAL SITE PLAN SHEET AD.'. COMMENT NO. BS: ADD NOTE THAT ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND THE APPLICABLE BUILDING CODES IN EFFECT AT THE TIME...... RESPONSE: NOTE HAS BEEN ADDED TO GENERAL NOTES ON ARCHITECTURAL SITE PLAN SHEET AD.' . COMMENT NO. 91: CLARIFY TYPE OF CONSTRUCTION...... RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' AND COVER SHEET FOR STATS CLARIFYING TYPE OF CONSTRUCTION. COMMENT NO. 92: '2 HANDICAP SPACES OR 10...... RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' AND COVER SHEET FOR STATS CLARIFYING NUMBER OF HANDICAP STALLS WHICH IS , D. COMMENT NO. 93: INDICATE TYPICAL TENANT SEPARATION FIRE RATING...... RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD.' , NOTE IDENTIFYING TYP'CAL SEPARATION WALL AS 2HR FIRE RATED WALL IS NOTED UNDER GENERAL NOTES. COMMENT NO. 94: SHEET AD INDICATES A MEZZANINE AREA...... CLEARLY SHOW LOCATIONS....5QUARE FOOTAGE OF EACH.....MEANS OF EGRESS. RESPONSE: LOCATIONS OF MEZZANINES ARE NOW REPRESENTED BY A DASHED LINE WITHIN EACH BUILOING'S FOOTPRINT ON THE ARCHITECTURAL S'TE PLAN SHEET AD. , , AND WITHIN THE FLOOR PLAN OF EACH BUILDING. THERE ARE TWO TYPICAL MEZZANINES (CORNER AND TYP'CALl BOTH OF WHICH ARE 500 SF EACH. REFER TO ENTRY DETAIL SHEET A4.3 FOR MORE INFORMATION REGARDING THE MEZZANINES. S:\2005\2005-PRD.JECTS\OS-036-BOYNTON 8CH & 1-95 MWODD\ '-DOCS-EMAIL\LETTERS-MISC\ZD06-07-26-1 ST REVIEW RESPONSES-TART. DOC COMMENT NO. 95: AN APPROVED AUTOMATIC FIRE SPRINKLER IS REQUiRED..... RESPDNSE: BLDG STATS ON ARCHITECTURAL GOVER SHEET AND SITE PLAN SHEET AD. 1 DENOTES THAT ALL BUILDINGS SHALL BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM. PLANNING AND ZONING DIVISION COMMENT NO.1 1 B: SURVEY sHows.....295,0 13 SF; HOWEVER NEW SITE PLAN SHOWS 294,014.. RESPONSE: REFER TO ARCHITECTURAL SITE PLAN SHEET AD. 1 AND GOVER SHEET FOR STATS THAT HAVE BEEN REVISED TO SHOW 295,013 SF AS THE TOTAL Sl\lUARE FOOTAGE (EXCLUDING THE 0.1 3B ACRE LoTl. COMMENT NO.1 20: ADD BEARINGS AND DISTANCES TO PERIMETER LINES ON SITE PLAN.. RESPONSE: ARCHITECTURAL SITE PLAN SHEET AD. 1 NOW SHOWS BEARINGS AND DISTANCES AS SHOWN ON THE SURVEY. COMMENT NO. 121 & NO. 122: GROSS FLOOR AREA IS DEFINES....PRo.JECT'S REl\lD PARKING...INCLUDE METER RDDMS......AS WAREHOUSE SPACE. PROVIDE SUMMARY OF PARKING COMBINED... RESPONSE: ARCHITECTURAL SITE PLAN SHEET AD. 1 AND GOVER SHEET STATS HAVE BEEN REVISED TO SHOW SUMMARY OF PARKING COMBINED FOR ALL THREE SLOGS. COMMENT NO. 123: INDICATE NUMBER OF STALLS WITHIN EACH ROW... RESPONSE: ARCHITECTURAL SITE PLAN SHEET AD. 1 NOW SHOWS NUMBER OF STALLS WITHIN EACH RDW. COMMENT No.1 32: ALL BUILDING ELEVATIONS SHOULD INDICATE THE PAINT MANUFACTURERS... RESPONSE: REFER TO BUILDING ELEVATIONS AND ENTRY DETAIL ELEVATIONS FOR PAINT COLOR LEGEND AND SCHEME. PAINT SWATCHES ARE ENCLOSED WITHIN. COMMENT NO. 133: PLACE A NOTE ON THE SITE PLAN THAT ALL ABOVE GROUND MECHANICAL... RESPONSE: NOTE STATING SUCH HAS BEEN ADDED UNDER GENERAL NOTES ON ARCHITECTURAL SITE PLAN SHEET Ao.l. COMMENT NO. 142: SUBMIT MASTER SIGN PROGRAM....... RESPONSE: SHEET Ao.2 HAS BEEN ADDED, DEPICTING ALL PROPOSED SIGNAGE. S:\200S\200S-PRO..JECTS\05-035-BOYNTON BCH & 1-95 MWooo\ 1.ooCS-EMAIL\LETTERS-Mlsc\2005-07.Z5-1 ST REVIEW RESPONSES-TART. DOC COMMENT NO.1 44: STAFF RECOMMENCES ENHANCING THE EAST FACADE........... RESPONSE: REFER TO 3D COLOR RENDERING. COMMENT NO.1 45: WEST FA9ADE REC\lUIRES ADDITIONAL ARCHITECTURAL ENHANCEMENT....... RESPONSE: WEST WALLS OF ALL BUILDINGS SHALL SERVE AS A PHYSICAL AND NOISE BARRIER FOR THE RESIDENTIAL NEIGHBORHOODS FURTHER WEST OF THE PROJECT. To SOFTEN THE WALL WE ARE PROPOSING TALL SHRUB/HEDGE ALONG THE ENTIRE PERIMETER OF THE WESTERN WALLS. COMMENT NO.1 47: ALL ROOFTOP EQUIPMENT MUST BE COMPLETELY SCREENED....... RESPONSE: NOTE STATING SUCH HAS BEEN ADDED UNDER GENERAL NOTES ON ARCHITECTURAL SITE PLAN SHEET AD. 1. PLEASE DO NOT HESITATE TO CONTACT THIS OFFICE SHOULD YOU HAVE ANY C\lUESTloNS (561) 733.2225 r .JAIME MAYO H N M ARCHITECTURE, LLC 6 :\2005\200S-PRO..JECTS\OS-03 c.SOYNTON SOH & 1-95 MWooo\ 1 -DOC:S-EMAIL\LETTER5-MISC\ZD06-07-26-' ST REVIEW RESPONSES-TART.DOO A ~~ O1!>//;; , ,Y,. 1st REVIEW COMMENTS New Site Plan -f/b <([C-') c'>. 0./ Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: I"reviewplans identified as a New Site Plan with a Mav 17. 2006 Planning & Zoning date stamp ki mar ng, DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a), 2. The provided site dumpster enclosure detail (Sheet A-O.I does not meet the minimum requirements of City Standard Drawing G-4 and LDR, Chapter 7.5, Article II, Section 5.J, and Article III, Section 9.A.9,a, Revise the detail to provide a minimum 10 foot (internal) depth and width for the pad. 3. The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods. 4, The proposed dumpster enclosure locations (Civil Sheets C-I through C-3) do not provide the required minimum backing clearance of 60 feet (measured from the front edge of the dumpster pad.) (LDR, Chapter 2, Section 11.J,2.b,) Please correct. 5, Provide a minimum outside turning radius of 55 feet to allow tuming movements for Solid Waste (and Fire/Rescue) inside the proposed development. Using AutoTum (or similar), show on the plans that the required turning movements are provided. Particular attention should be given to the entryways and tum-around areas that allow ingress and egress for Solid Waste and Fire/Rescue, 6. Rotate the first five dumpsters (north to south) 1800 so that Solid Waste is picked up on the way out of the plaza. This will minimize (somewhat) the backing across both lanes of traffic. 7. The location and orientation of the sixth dumpster (furthest south) is not acceptable because turning around cannot be safely accomplished at this location, Please revise location and/or orientation using the criteria previouslv stated in this memo, 8, There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters. 1ST REVIEW COMMENTS 06/26/06 7 DEPARTMENTS INCLUDE REJECT service to the building, and the fire sprinkler line if there is one, in accordance with the CODE, Section 26-207. 47. Provide a minimum of la-foot separation between water main, sanitary sewer, and stann sewer lines. Please note that City of Boynton Beach separation standards are more stringent that FDEP standards. 48. The LDR, Chapter 3, Article IV, Section 3(0) requires Master Plans to show all utilities on or adjacent to the proposed tract. The plan must therefore show the point of service for water and sewer, and the proposed off-site utilities construction needed in order to service this project. 49. The LDR, Chapter 3, Article IV, Section 3(P) requires a statement be included that utilities are available and will be provided by all other appropriate agencies, This statement is lacking on the submitted plans. 50. A simple minor lift station connection into the city's master 20-inch force main covering the eastern half of the city (as shown on Sheet C-2) will not be permitted, As an altemate, sanitary sewer may tie into the wastewater system serving the adjacent residential system. The proposed 4-inch force main will be required to "tunnel" under the CSXRR to the existing system located in SW 6th St. Calculations will be required to reflect that this existing system can accommodate the proposed development as shown on this submittal. 51. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit application, FIRE Comments: 52. Provide a sheet, dedicated only to Fire Department concems. Include on ~ this sheet, the location of all hydrants, the water supply information and acknowledge that the buildings shall have an approved NFP A 13 Fire Sprinkler System. Show the proposed location of the Fire Department Connections. Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is more than 200' from a hydrant. 53, All construction gates shall have a Knox lock for Fire Department access, All gates shall be 12' wide if for one-way traffic and 20' wide if for two- V way traffic, Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one turn, with no backing up. During the construction any road shall have turn around capabilities so that no road will dead end with out a place for 1 ST REVIEW COMMENTS 06/26/06 8 DEPARTMENTS INCLUDE REJECT the en"ine to tum around. 54, All roads shall be compacted to 32 tons to the point of vertical construction. These roads shall be kept clear of debris so that emergency vehicles can / access any portion of the site, If due to the negligence of the contractor, any emergency vehicle becomes stuck and/or damaged, the contractor shall be responsible for the costs involved. 55, Provide a flow test, conducted by the Boynton Beach Fire Department that V shows a water supply of 3,000gpm at 20psi, To schedule this test, call (561) 742-6600, 56. Will this project be condominiums or one owner? ~ 57. A fire alarm will be required throughout all buildings. The fire sprinkler / system shall be monitored by an approved Central Station and a UL Letter of Certification or an FM Placard shall be obtained. 58. Early Power release will not be given unless all Life Safety equipment is / installed and working. The only exception is that the alarm system does not have to transmit to a central station at that point, but must sound locally to notify workers to evacuate the buildinl?:, POLICE Comments: 59. Building lighting (non-glare) should be around perimeter on all sides and on pedestrian walkways 60, Landscaping should not obstruct view from windows or walkways. 61. Landscaping should be maintained at three feet or less, Trees should be installed so as not to conflict with the lighting system and tree limbs should be maintained at seven feet or higher, 62. All exterior doors should be equipped with security hinges and should be reinforced with case hardened strike plate, 63, All buildings should be pre-wired for CCTV and alarm systems. 64. Glass perimeter doors should be equipped with case hardened guard rings to protect the mortise lock cylinder. 65, Rear doors should be equipped with l80-degree peephole viewer. 66. Mailboxes for buildings with multi-units should be placed in high activity and conspicuous location for enhanced safety and natural surveillance of users. 1st REVIEW COMMENTS New Site Plan COli,! FOt')e<7feiZ- 'VCle~ T 12-.e( , Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: I" review plans identified as a New Site Plan with a Mav 17.2006 Planning & Zoning date stamp markinl1. DEPARTMENTS INCLUDE REJECT PUBLIC WORKS Solid Waste Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a), 2. The provided site dumpster enclosure detail (Sheet A-O.I does not meet the minimum requirements of City Standard Drawing G-4 and LDR, Chapter 7,5. Article II, Section 5.J, and Article III, Section 9,A.9,a. Revise the detail to provide a minimum 10 foot (intemal) depth and width for the pad. 3. The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods, 4, The proposed dumpster enclosure locations (Civil Sheets C-I through C-3) do not provide the required minimum backing clearance of 60 feet (measured from the front edge of the dumpster pad.) (LDR, Chapter 2, Section 11.J.2.b,) Please correct. 5. Provide a minimum outside turning radius of 55 feet to allow turning movements for Solid Waste (and Fire/Rescue) inside the proposed development. Using AutoTum (or similar), show on the plans that the required turning movements are provided, Particular attention should be given to the entryways and turn-around areas that allow ingress and egress for Solid Waste and Fire/Rescue. 6. Rotate the first five dumpsters (north to south) ISOO so that Solid Waste is picked up on the way out of the plaza. This will minimize (somewhat) the backing across both lanes of traffic. 7. The location and orientation of the sixth dumpster (furthest south) is not acceptable because tuming around cannot be safely accomplished at this location. Please revise location and/or orientation using the criteria ureviouslv stated in this memo. S, There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters. L'O b ~~ \-\ rv c{; . " 1ST REVIEW COMMENTS ~ 06/26106 12 '7 DEPARTMENTS INCLUDE REJECT 91. Clarify the type of construction in accordance with the 2004 FBC, Chapter 6 and Table 60 l. 92. Sheet A-O.I cal1s out for 12 handicap accessible parking spaces but the site plan only shows 10. Clarify 93. Sheet AI.I _ Indicate the required fire rating of the typical tenant separation wal1 per the 2004 FBC. 94. Sheet A-O indicates a mezzanine area in the bays. Clearly show the locations of the mezzanines on the floor plans, the square footage of each mezzanine and the means of egress from each mezzanine in accordance with 2004 FBC. 95. An approved automatic fire sprinkler system is required in each building per Chapter 9 of the CBBCO, Section 9-6(A)(4), and 2004 FBC, Section 903.2.13. 96. Submit irrigation plans. PARKS AND RECREATION Comments: 97, Plant List _ separate trees and palms from shrubs and sod. Denote which / species are native and the overal1 percental!e of native plants. 98. Irrigation must have 110% coverage, have a non-potable water source, have separate bubblers for each tree and have separate zones for sod and bed / areas. 99, The use oflarge trees that need large root beds to support the large canopies such as oaks are not recommended to be planted in smal1 or confined areas, V This plans shows oaks in areas that are 3 1/2 and 5 1/2 feet wide, This is not sufficient area to al10w a root system needed for the oak canopy. It is recommended that a different species be considered for these areas. FORESTERlENVIRONMENT ALlST Comments: Existinl! Trees List - Manal!ement Plan Sheet L - 4 100, The Landscape Architect should tabulate the total diameter inches of existing trees on the site. The tabular data should show the individual / species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7.5, Article I Sec. 7,D.p. 2,] . '3 .22.'()~ IZ~ tt 1ST REVIEW COMMENTS 06/26/06 13 DEPARTMENTS INCLUDE REJECT Plant List Sheet L-4 10 1. All shade and palm trees must be listed in the description as a minimum of / 3" DBH (4.5' off the ground) not caliper, The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk (c,t.) specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. 5,C, 2.1 102. All trees proposed under any existing overhead electric power lines must /' meet the FP & L Right tree in the Ril!ht Place manual selection for small trees only, 103, The shade tree planting detail should including a line indicating where the / diameter and height of all of the trees will be measured at time of planting and inspection. 104, The palm tree planting detail should include a line indicating where the clear trunk and height of all of the palm trees will be measured at time of t/ planting and inspection. 105, The shrub and groundcover planting detail should include a line indicating where the height and spread of the shrubs and groundcover plants will be ~ V measured at time of planting and inspection. 106. The applicant should add a note that all utility boxes or structures (not currently known or shown on the plan) should be screened with Coco plum V hedge plants on three sides, 107, The applicant should show an elevation cross-section detail of the actual heights of the proposed landscape trees and vegetation (proper scale) at the t/' time of planting to visually buffer the proposed buildings and parking lot from the 1-95 and SW 8th Street road ril!hts-of-wavs. PLANNING AND ZONING Comments: 108. At the technical advisory review team (TART) meeting, provide written responses to all staffs comments and questions. Submit 12 sets of revised plans. Each set should be folded and stapled, 109, At the technical advisory review team meeting, also provide a full set of reduced drawings, sized 8Yz inches by II inches of each plan, Save each plan to a comoact disk and submit that to staff as well. 110. Staff considers these plans to be at the final stage of site plan review, the last stage prior to permit review, As such, all comments need to be addressed and shown on the plans prior to the TART meeting. Ill. It is the applicant's responsibility to ensure that the new site plan is publicly advertised in accordance with Ordinance 04-007 and Ordinance 05-004. 112. Applicants who wish to utilize City electronic media equipment for Project name: Ocean 95 Exchange Plaza File number: NWSP 06-020 Reference: I" review plans identified as a New Site Plan with a Mav 17. 2006 Planning & Zoning date stamp marking. .~,,:([& Yt "rr:'->c4( 1st REVIEW.COMMENTS {hI /~fCYP (JP-clt-(d-;"-:J - New Site Plan J. / ,I c ---;. '7 7{~ J? !dd--/~ " DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - Solid Waste Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a). 2. The provided site dumpster enctosure detail (Sheet A-O, I does not meet the minimum requirements of City Standard Drawing G-4 and LDR, Chapter 7,5, Article II, Section 5.J. and Article III, Section 9.A.9.a, Revise the detail to provide a minimum 10 foot (internal) depth and width for the pad. 3, The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods. 4, The proposed dumpster enclosure locations (Civil Sheets C-I through C-3) do not provide the required minimum backing clearance of 60 feet (measured from the front edge of the dumpster pad.) (LDR, Chapter 2, Section II.J,2.b,) Please correct. 5. Provide a minimum outside turning radius of 55 feet to allow turning movements for Solid Waste (and FirelRescue) inside the proposed development. Using AutoTurn (or similar), show on the plans that the required tuming movements are provided, Particular attention should be given to the entryways and turn-around areas that allow ingress and egress for Solid Waste and FirelRescue, 6. Rotate the first five dumpsters (north to south) 180' so that Solid Waste is picked up on the way out of the plaza, This will minimize (somewhat) the backing across both lanes of traffic. 7. The location and orientation of the sixth dumpster (furthest south) is not acceptable because turning around cannot be safely accomplished at this location, Please revise location and/or orientation using the criteria previously stated in this memo. 8. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly,) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters. 1ST REVIEW COMMENTS 06/26/06 9 DEPARTMENTS INCLUDE REJECT 67. Dumpsters should not allow for easy concealment, not create blind spots or hiding areas. BUILDING DIVISION Comments: 68. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TART (Technical Z/ Advisory Review Team) process does not ensure that additional comments may not be generated by the commission and at permit review, 69, Indicate within the site data the type of construction of each building as defined in 2004 FBC, Chapter 6. V 70. Indicate within the site data the occupancy type of each building as defined in 2004 FBC, Chapter 3, 1/ 71. The heigh! and area for buildings or structures of the different types of construction shall be govemed by the intended use or occupancy of the V building, and shall not exceed the limits set forth in Table 503 of the 2004 FBC. 72. Place a note on the elevation view drawings indicating that the exterior wall openings and exterior wall construction comply with 2004 FBC, Table 704.8, or 2004 FBC, Residential, Section R302,2, Submit calculations that ~ clearly reflect the percentage of protected and unprotected wall openings permitted per 2004 FBC, Table 704.8 or 2004 FBC, Residential, Section R302,2. 73. General area modifications to buildings shall be in accordance with 2004 FBC, Section 506. Provide calculations verifying compliance with the V above code sections and the 2004 FBC, Table 503. 74. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads), Calculations that L./'" are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 75, Add to all plan view drawings of the site a labeled symbol that represents / the location and perimeter of the limits of construction proposed with the subject request. 76, At time of permit review, submit signed and sealed working drawings of the V' proposed construction, , 1ST REVIEW COMMENTS 06/26/06 10 < DEPARTMENTS INCLUDE REJECT 77. Add a labeled symbol to the site plan drawing that identifies the location of the handicap-accessible parking spaces, The quantity of the spaces shall be consistent with the regulations specified in the 2004 FBC. The accessible parking spaces that serve a use shall be located on the shortest safety accessible route of travel from adjacent parking to an accessible entrance. V The 2004 FBC states that buildings with multiple accessible entrances shall have accessible parking spaces dispersed and located closest to the accessible entrance, 2004 FBC, Sections 11-4.1.2(5),4.3, and 4.6. 78, On the site plan and floor plan, indicate the number of stories that are in V each building including, where applicable, mezzanines. Indicate the overall height of each building. 79. Add to each building that is depicted on the drawing titled site plan and floor plan a labeled symbol that identifies the location of the handicap- ~ accessible entrance doors to each building. 2004 FBC, Sections 11-4.1.2, 11-4,1.3, and 11-4,3, 80, Add a labeled symbol to the site plan drawing that represents and delineates the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance doors to each building. The installed symbol, required along the path, shall start at the accessible parking spaces and terminate at the accessible entrance doors to each building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan , the width of the accessible route, (Note: The minimum clear width of an V accessible route shall be 36 inches, except at curb ramps that are part of a required means of egress shall not be less than 44 inches). Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with 2004 FBC, Section 11-4.3 (Accessible Route) and 11-4.6 (parking and Passenger Loading Zones). Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the 2004 FBC, This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 81. Vertical accessibility to the mezzanine area shall be required per the 2004 / FBC, Sections 11-4.1.2, 11-4,1.3(5) (New Construction) and Section 11- 4.1.6 (Alterations). 82. Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: A The design professional-of-record for the project shall add the following text to the site data, "The proposed finish floor elevation NGVD is 1 1ST REVIEW COMMENTS 06/26/06 11 ~, , DEPARTMENTS INCLUDE REJECT above the highest 100-year base flood elevation applicable to the building site, as determined by the SFWMD' s surface water management construction development regulations." B From the FIRM map, identifY in the site data the title of the flood zone that the building is located within. Where applicable, specifY the base flood V elevation. If there is no base flood elevation, indicate that on the plans. C IdentifY the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans), 83. On the drawin!! titled site olan identifv the orooertv line, L./ 84. CBBCPP 3.C.3.4 requires the conservation of potable water. City water may ~~ not, therefore, be used for landscape irrigation where other sources are readily available. 85. A water-use permit from SFWMD is required for an irrigation system that ~ utilizes water from a well or body of water as its source, A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. 86, If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: A The full name of the project as it appears on the Development Order and ~ the Commission-approved site plan, B The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 87, At time of permit review, submit separate surveys of each lot, parcel, or tract. For purposes of setting up property and ownership in the City computer, ~ provide a copy of the recorded deed for each lot, parcel, or tract. The recorded deed shall be submitted at time of permit review. 88, Add a general note to the site plan that all plans submitted for permitting shall meet the City's codes and the applicable building codes in effect at the / time of permit application. 89. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for V review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 90, The full address of the project shall be submitted with the construction /~ documents at the time of permit application submittal. Ifthe project is multi- family, then all addresses for the particular building type shall be submitted. The name of the project as it appears on the Development Order must be noted on the building permit application at the time of application submittal. 1 1ST REVIEW COMMENTS 06/26/06 12 ~ DEPARTMENTS INCLUDE REJECT 91. Clarify the type of construction in accordance with the 2004 FBC, Chapter 6 t/ and Table 601. 92. Sheet A-O.I calls out for 12 handicap accessible parking spaces but the site V plan onlv shows 10. Clarify 93. Sheet AU - Indicate the required fire rating of the typical tenant separation V wall per the 2004 FBC. 94, Sheet A-O indicates a mezzanine area in the bays. Clearly show the locations of the mezzanines on the floor plans, the square footage of each mezzanine V and the means of egress from each mezzanine in accordance with 2004 FBC, 95. An approved automatic fire sprinkler system is required in each building per / Chapter 9 of the CBBCO, Section 9-6(A)(4), and 2004 FBC, Section 903.2.13. .r 96. Submit irrigation plans. ,,/' PARKS AND RECREATION Comments: 97. Plant List - separate trees and palms from shrubs and sod. Denote which species are native and the overall percentage of native plants. 98. Irrigation must have 110% coverage, have a non-potable water source, have separate bubblers for each tree and have separate zones for sod and bed areas. 99, The use oflarge trees that need large root beds to support the large canopies such as oaks are not recommended to be planted in small or confined areas. This plans shows oaks in areas that are 3 1/2 and 5 1/2 feet wide. This is not sufficient area to allow a root system needed for the oak canopy, It is recommended that a different species be considered for these areas. FORESTER/ENVIRONMENT ALlST Comments: Existing Trees List - Manaeement Plan Sheet L - 4 100. The Landscape Architect should tabulate the total diameter inches of existing trees on the site. The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7,5, Article I Sec, 7.D,p, 2,] (~'(~:\ \,' ) \ l ,.':: ...'., ,/\ l'~'; '-<~".\. DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 06-065 TO: Ed Breese, Principal Planner, Planning and Zoning FROM: Laurinda Logan, P.E., Senior Engineer 1) DATE: June 13, 2006 RE: Review Comments New Site Plan -1st Review Ocean 95 Exchange File No. NWSP 06-020 The above referenced Site Plans, received on June 1, 2006, was reviewed for Public Works, Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our comments with the appropriate Code and Land Development Regulations (LOR) referenced. PUBLIC WORKS - SOLID WASTE 1. Prior to permit application contact the Public Works Department (561-742-6200) regarding the storage and handling of refuse per the CODE, Section 10-26 (a), 2. The provided site dumpster enclosure detail (Sheet A-0.1 does not meet the minimum requirements of City Standard Drawing G-4 and LOR, Chapter 7.5, Article II, Section 5,J, and Article III, Section 9.A,9.a. Revise the detail to provide a minimum 10-ft. (internal) depth and width for the pad, 3. The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods. 4. The proposed dumpster enclosure locations (Civil Sheets C-1 through C-3) do not provide the required minimum backing clearance of 60 ft, (measured from the front edge of the dumpster pad,) (LOR, Chapter 2, Section 11.J.2.b.) Please correct. 5. Provide a minimum outside turning radius of 55 ft. to allow turning movements for Solid Waste (and Fire/Rescue) inside the proposed development. Using AutoTurn (or similar), show on the plans that the required turning movements are provided. Particular attention should be given to the entryways and turn-around areas that allow ingress and egress for Solid Waste and Fire/Rescue, 6. Rotate the first five dumpsters (north to south) 180' so that Solid Waste is picked up on the way out of the plaza. This will minimize (somewhat) the backing across both lanes of traffic. 7. The location and orientation of the sixth dumpster (furthest south) is not acceptable because turning around cannot be safely accomplished at this location. Please revise location and/or orientation using the criteria previously stated in this memo. 8. There are vertical conflicts between the proposed dumpster enclosure locations and proposed canopy trees (Live Oak, Gumbo Limbo and East Palarka Holly.) Please relocate canopy trees so that they do not create a vertical conflict for Solid Waste pickup or replace canopy trees with a tree Dept. of Public Works, Engineering Division Memo No, 06-065 RE: Ocean 95 Exchange Plaza, New Site Plan -1st Review, NWSP 06-020 June 13, 2006 Page 2 species that has a small canopy or no canopy (such as palms) to allow for unobstructed pickup of dumpsters, PUBLIC WORKS - FORESTRY & GROUNDS 9. Show sight triangles on the Landscape plans (LOR, Chapter 7.5, Article II, Section 5.H.) using a 25-ft, sight triangle, 10. Staff strongly recommends placing canopy trees far enough back from drive aisles to minimize the potential for vertical conflicts with high-profile vehicles. 11. Gumbo Limbo should placed a minimum of 10-ft. away from curb in landscape islands to prevent breaking and heaving at the tree's maturity, 12. Live Oaks and Gumbo Limbo should be placed a minimum of 10-ft. from the property lines to allow for maintenance at maturity. The east and west property lines abut the 1-95 and CSXRR rights-of- way, respectively. Both entities have restrictions in allowing non-public uses on their properties. 13. There are overhead lines along the north and west property lines. Landscaping shall be designed and installed in accordance with FPL's "Plant the Right Tree in the Right Place." PUBLIC WORKS - TRAFFIC 14. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering, 15. On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars, stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc, Delineate and stripe the "Loading Area" (LOR, Chapter 2, Section 11.J); include a pavement message in yellow indicating "No Parking - Loading Zone". See City Standard Drawings "K" Series for striping details. 16. Provide Fire Lanes in accordance with the LOR, Chapter 23, Article II, Section B,2 and Section M, 17. Parking stalls are incorrectly dimensioned at 9-ft, x 18-ft. The correct stall dimension is 9)1,-ft. x 18)1,- ft. with a 25-ft. minimum aisle width. 18. Staff strongly recommends specifying wider lane widths to accommodate truck traffic and backing movements. 19. The proposed site layout will not adequately accommodate turn-around movements for any trucks using this development. Turn-arounds will need to be provided for Solid Waste, Fire-Rescue, and trucks doing business within the Plaza. 20. Staff has serious concerns about the impact of additional truck traffic through the residential area. There is an existing truck route along NW 1" Ave. that is supposedly carrying a very minimal amount of truck traffic from SW 8'h St. to the industrial area, It appears that this route was chosen in earlier years because it had the least number of homes that would be impacted by the truck traffic when compared to other area residential streets. However, this route is not the most logical from the perspective of truck movements. Intersection radii at all points along the route are insufficient for larger trucks to avoid damage to adjacent turfed rights of way and private properties, Dept. of Public Works, Engineering Division Memo No. 06-065 RE: Ocean 95 Exchange Plaza, New Site Plan - 1 st Review, NWSP 06-020 June 13, 2006 Page 3 Because the proposed development will significantly add to the volume of truck traffic through the residential area, staff believes that a truck route should be selected that has the least impact or potential to damage the public right of way, Furthermore, all possible actions to minimize truck conflicts with pedestrians (Le.. children at Hibiscus Park) should be considered. Lastly, Staff is concerned that the existing pavement structures in the immediate area are not able to handle the additional heavy wheel loadings of truck traffic and that the additional trucks could harm the existing streets adding to the tax burden of Boynton Beach residents. Therefore, because of these impacts, staff believes that it is entirely appropriate for the developer to be required to mitigate these safety and structural impacts associated with the additional truck traffic, Upon review of the Traffic Impact Analysis and Local Street Analysis provided for this project Staff proposes three alternatives for movement of traffic accessing the Ocean 95 Exchange Plaza, Recommended alternatives are given in order of preference: a. Construct a new road from Morton's Way north to the proposed development. The proposed roadway shall have a 50-ft. private right-of-way width, a minimum of two 12-ft, lanes, sidewalk on at least one side of the street, and provide for stormwater runoff. The designated truck route will be Woolbright to SW 8'h St. to Morton's Way then north to the Ocean 95 Exchange Plaza, b. Reconstruct the existing truck route (Boynton Beach Blvd. to NW 7'h St. to NW 1" Ave. to NW 6'h St. to W. Ocean Ave. then east into the Ocean 95 Exchange Plaza.) The right-of-way width for these roads is 50-ft. except for Ocean Ave., which is 70-ft. The typical section shall consist of a 30-ft. paved roadway with curb & gutter, sidewalk on at least one side of the street, and provide for storm water runoff. Additional work will be required at the round-about at the intersection of W. Ocean Ave" W. Ocean Dr. and NW 6'h St. to accommodate correct turning movements for all vehicles using this intersection. c. Reconstruct W. Ocean Ave. from Boynton Beach Blvd, to Ocean Ave. then east to the Ocean 95 Exchange Plaza. This will become the designated truck route, The right-of-way width for Ocean Ave, is 50-ft. to the intersection of Ocean Ave, and NW 6'h St. then 70-ft. from the intersection east. The typical section shall consist of a 30-ft. paved roadway with curb & gutter, sidewalk on both sides of the street and provide for storm water runoff. Additional work will be required at the round-about at the intersection ofW, Ocean Ave., W. Ocean Dr. and NW 6'h St. to accommodate correct turning movements for all vehicles using this intersection. ENGINEERING 21. Add a note to the Site Plan stating "All plans submitted for specific permits shall meet the City's Code requirements at time of application. These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other permitting agencies such as Florida Department of Transportation (FOOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request." 22. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 23. Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the Technical Advisory Review Team (TART) process does not ensure that additional comments may not be generated by the Commission and at permit review, Dept. of Public Works, Engineering Division Memo No. 06-065 RE: Ocean 95 Exchange Plaza, New Site Plan -1st Review, NWSP 06-020 June 13, 2006 Page 4 24, Provide written and graphic scales on all sheets, 25. Show and identify all features adjacent to the site to be developed on the plans (including the site plan, civil plan, and landscape plans) such as the CSXRR and 1-95, 26. Provide the Site, Civil and Landscape plans at the same scale (LOR, Chapter 4, Section 7,) 27. Provide the Civil plans at the same sheet size as the remainder of the package (24-in. x 36-in,) 28. Show proposed site lighting on the Site and Civil plans (LOR, Chapter 4, Section 7.B.4,) 29, Provide a drainage plan in accordance with the LOR, Chapter 4, Section 7.F. The plan should include a sufficient number of existing and proposed grades to indicate general flow patterns for stormwater management. 30, Provide an engineer's certification on the Drainage Plan as specified in LOR, Chapter 4, Section 7.F.2. 31. Full drainage plans, including drainage calculations, in accordance with the LOR, Chapter 6, Article IV, Section 5 will be required at the time of permitting, 32, Show on plans (and identify) the 48-in, RCP drainage pipe and associated perpetual easement located between the North and Central Buildings. A potential vertical conflict may exist between the drainage pipe and proposed water and sewer mains. Please identify and resolve these conflicts. 33. Correct Sheet C-3 to read W. Ocean Ave., not Ocean Blvd. 34. Paving, drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES 35, Please provide a timeline that clearly illustrates when water and sewer services will be required to serve the proposed project. Your starting date for the timeline should be the date of City Commission approval. Also provide milestone dates for permit application, the start of construction, and the setting of the first water meter. This timeline will be used to determine the adequacy of water and wastewater treatment capacity for your project upon the project's completion, so please be as accurate as possible. 36. All utility easements and utility lines shall be shown on the site plan and landscape plans (as well as the Water and Sewer Plans) so that we may determine which appurtenances, trees or shrubbery may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future, The LOR, Chapter 7,5, Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. Dept. of Public Works, Engineering Division Memo No, 06-065 RE: Ocean 95 Exchange Plaza, New Site Plan - 1 st Review, NWSP 06-020 June 13, 2006 Page 5 37. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). 38, Fire flow calculations will be required demonstrating the City Code requirement of 1,500 gpm with 20 psi residual pressure as stated in the LOR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). A single 6-in, spur line, 1,830 long, off of an existing 6-in. water main (in Ocean Ave,) will not meet this requirement. Improvements to the water utility system off-site will be required in order to support this proposed development via a looped water main system, 39. The LOR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants, Our preliminary review indicates that the South Building has sufficient coverage, the Central Building is almost covered, and the North Building does not have sufficient coverage. The proposed fire hydrant configuration needs to be reviewed entirely. A single fire hydrant can only deliver approximately 750 gpm at best. To provide the 1,500 gpm requirement noted above, usually requires overlapping fire hydrant coverage, or a sprinkler system internal to each building in addition to the skeleton system shown on the submitted plans. As noted above, a looped water supply system will be required in order to achieve this, 40, The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within seven (7) days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand. 41. Comprehensive Plan Policy 3.C,3.4. requires the conservation of potable water. As other sources are readily available City water shall not be allowed for irrigation. 42. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in CODE Sec. 26-33(a), 43. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy, 44. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15. 45. PVC material not permitted on the City's water system. All lines shall be DIP. 46. Appropriate backflow preventer(s) will be required on the domestic water service to the building, and the fire sprinkler line if there is one, in accordance with the CODE, Section 26-207. 47. Provide a minimum of 10-ft. separation between water main, sanitary sewer, and storm sewer lines, Please note that City of Boynton Beach separation standards are more stringent that FDEP standards. Dept. of Public Works, Engineering Division Memo No. 06-065 RE: Ocean 95 Exchange Plaza, New Site Plan - 1 st Review, NWSP 06-020 June 13, 2006 Page 6 48. The LOR, Chapter 3, Article IV, Section 3(0) requires Master Plans to show all utilities on or adjacent to the proposed tract. The plan must therefore show the point of service for water and sewer, and the proposed off-site utilities construction needed in order to service this project. 49. The LOR, Chapter 3, Article IV, Section 3(P) requires a statement be included that utilities are available and will be provided by all other appropriate agencies. This statement is lacking on the submitted plans. 50. A simple minor lift station connection into the city's master 20-in. force main covering the eastern half of the city (as shown on Sheet C-2) will not be permitted. As an alternate, sanitary sewer may tie into the wastewater system serving the adjacent residential system, The proposed 4-in. force main will be required to "tunnel" under the CSXRR to the existing system located in SW 6'h St. Calculations will be required to reflect that this existing system can accommodate the proposed development as shown on this submittal. 51. Utility construction details will not be reviewed for construction acceptability at this time, All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates) and will be reviewed at the time of construction permit application. Cc: Jeffrey R. Livergood, P,E., Director, Public Works (via e-mail) Peter V. Mazzella, Deputy Utility Director, Utilities H, David Kelley, Jr., P.E./ P.S.M., City Engineer, Public Works/Engineering (via e-mail) Glenda Hall, Forestry & Grounds Manager, Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste Kenneth Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) File S:\Engineering\ Memorandums\Memorandums 2006\06-065 LOGAN- Ocean 95 Exchange Plaza 061306 New Site Plan 1st Review.doc TART COMMENTS PROJECT: LOCATION: Ocean 95 Exchange Plaza Boynton Beach Blvd & 95, East of Tracks, West of 95. (Old Four Steel Property) NWSP 06-020 Industrial, Warehouses and Office Space 137,000sqft Divided into three buildings FILE# TYPE OF PROJECT: CAPACITY: COMMENTS I, Provide a sheet, dedicated only to Fire Department concerns, Include on this sheet, the location of all hydrants, the water supply information and acknowledge that the buildings shall have an approved NFP A 13 Fire Sprinkler System, Show the proposed location of the Fire Department Connections. Fire Hydrants shall be installed so that no more than 300' of road travel occurs between hydrants, and so that no portion of any building is more than 200' from a hydrant. 2, All construction gates shall have a Knox lock for Fire Department access. All gates shall be 12' wide if for one-way traffic and 20' wide if for two-way traffic. Before construction begins, the Fire Department will field test the gate access with an engine. This engine must be able to access the site in one turn, with no backing up, During the construction any road shall have turn around capabilities so that no road will dead end with out a place for the engine to turn around. 3, All roads shall be compacted to 32 tons to the point of vertical construction. These roads shall be kept clear of debris so that emergency vehicles can access any portion of the site, If due to the negligence of the contractor, any emergency vehicle becomes stuck and/or damaged, the contractor shall be responsible for the costs involved. 4. Provide a flow test, conducted by the Boynton Beach Fire Department that shows a water supply of 3,000gpm at 20psi. To schedule this test, call (561) 742-6600, 5. Will this project be condominiums or one owner? 6, A fire alarm will be required throughout all buildings. The fire sprinkler system shall be monitored by an approved Central Station and a UL Letter of Certification or an FM Placard shall be obtained. 7. Early Power release will not be given unless all Life Safety equipment is installed and working. The only exception is that the alarm system does not have to transmit to a central station at that point, but must sound locally to notify workers to evacuate the building. The City of Boynton Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISON 100 E. Boynton Beach Boulevard P.O. Box 310 Boynton Beach, Florida 33425-0310 TEL: 561-742-6260 FAX: 561-742-6259 www.boynton-beach.org To: Peter Mazzella, Assistant Director, Utilities Kofi Boatang, Director of Utilities Matthew Immler, Police Chief Rodger Kemmer, Deputy Chief / Fire Marshal Jody Rivers, Parks Superintendent Cc: William Bingham, Fire Chief Wally Majors, Parks Director Laurinda Logan, Civil Engineer Rick Lee, Fire Protection Analyst John Huntington, Police Officer Ed Breese, Principal Planner ~ From: Date: Re: 5/31/06 Impacts of proposed site plan upon City facilities and services Project: Ocean 95 Exchange Plaza MEMORANDUM As part of the City's concurrency requirements, the City Commission directed the Planning & Zoning Division to report whether or not the City could maintain an adequate level of service with current infrastructure and / or staffing levels in order to support the proposed development. Plans for the above-mentioned project have been forwarded to your department's representative for their technical review and comment. We are requesting that you review the proposed project for anticipated impacts to your department's level of service (as requested by the City Commission) and provide us with your comments for direct insertion into our staff report. In the past, you have sent us something that indicates your current staff / infrastructure would either be able to support the proposed project or what would be required to meet the adopted level of service. Please respond no later than 2 weeks from today. Aiso, any recommendations that you believe that would enhance the project are certainly welcomed. I thank you for your assistance in this matter. Should you have any questions regarding the requested information, please do not hesitate to call me at 742-6260. S:\Planning\SHARED\WP\PROJECTS\Ocean 95 Exchange Park\lmpact Analysis.doc Page I of I /' Rivers, Jody To: Breese, Ed; Coale, Sherie Subject: Site Plan Review - Ocean 95 Exchange Plaza Project File No. Ocean 95 Exchange Plaza NWSP 06-020 1. Plant List separate trees and palms from shrubs and sod Denote which species are native and the overall percentage of native plants. 2. Irrigation must have 110% coverage, have a non-potable water source, have separate bubblers for each tree and have separate zones for sod and bed areas. 3 The use of large trees that need large root beds to support the large canopies such as oaks are not recommended to be pianted in small or confined areas. This plans shows oaks in areas that are 3 1/2 and 5 1/2 feet wide. This is not sufficient area to allow a root system needed for the oak canopy. It is recommended that a different species be considered for these areas. JOGltJ RLvers Parks Supenntendent City of Boynton Beach 100 E Boynton Beach Blvd Boynton Beach. FL 33425 (561) 742-6226 (561) 742-6233 (faxl A sense of COMMUNITY It Starts in Parks What transforms a crowd into a community? Parks provide that chance Boynton Beach's parks are where lifetime friendships are formed, where generations can come together, where people discover what they have in common. It starts in parks. 6/5/2006 / FROM: List of Acronvms/Abbreviations: ANSI- American National Standards Institute ASCE - American Society of Civil Engineers eBB - City of Boynton Beach CBBA - Boynton Beach Amendments CBBCO - City of Boynton Beach Code of Ordinances CBBCPP - City of Boynton Beach Comprehensive Plan Policy CFR - Code of Federal Regulations EPA - Environment Protection Agency FBC - Florida Buildin9 Code FFHA - Federal Fair Housing Act FFPC - Florida Fire Prevention Gode FIRM - Flood Insurance Rate Map F.S. - Florida Statutes LOR -land Development Regulations NEe - National Electric Code NFPA - National Fire Prevention Assn NGVO - National Geodetic Vertical Datum of 1929 SFWMD - South Florida Water Management District ,.. DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 06-097 TO: Ed Breese Principal Planner DATE: June 6,2006 SUBJECT: Project - Ocean 95 Exchange Plaza File No. - NWSP 06-020 - 1st review Building Division (Site Specific and Permit Comments) - Timothv K. Large (561) 742-6352 1 Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TART (Technical Advisory Review Team) process does not ensure that additional comments may not be generated by the commission and at permit review. 2 Indicate within the site data the type of construction of each building as defined in 2004 FBC, Chapter 6. 3 Indicate within the site data the occupancy type of each building as defined in 2004 FBC, Chapter 3. 4 The height and area for buildings or structures of the different types of construction shall be governed by the intended use or occupancy of the building, and shall not exceed the limits set forth in Table 503 of the 2004 FBC. 5 Place a note on the elevation view drawings indicating that the exterior wall openings and exterior wall construction comply with 2004 FBC, Table 704.8, or 2004 FBC, Residential, Section R302.2. Submit calculations that clearly reflect the percentage of protected and unprotected wall openings permitted per 2004 FBC, Table 704.8 or 2004 FBC, Residential, Section R302.2. 6 General area modifications to buildings shall be in accordance with 2004 FBC, Section 506. Provide calculations verifying compliance with the above code sections and the 2004 FBC, Table 503. 7 Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. SIDevelopmentlBuilding\ T ART\ TART 2006\Ocean95 Exchange Plaza Page 1 0'4 8 Add to all plan view drawings of the site a labeled symbol that represents the location and perimeter of the limits of construction proposed with the subject request. 9 At time of permit review, submit signed and sealed working drawings of the proposed construction. 10 Add a labeled symbol to the site plan drawing that identifies the location of the handicap- accessible parking spaces. The quantity of the spaces shall be consistent with the regulations specified in the 2004 FBC. The accessible parking spaces that serve a use shall be located on the shortest safety accessible route of travel from adjacent parking to an accessible entrance. The 2004 FBC states that buildings with multiple accessible entrances shall have accessible parking spaces dispersed and located closest to the accessible entrance. 2004 FBC, Sections 11-4.1.2(5), 4.3, and 4.6. 11 On the site plan and floor plan, indicate the number of stories that are in each building including, where applicable, mezzanines. Indicate the overall height of each building. 12 Add to each building that is depicted on the drawing titled site plan and floor plan a labeled symbol that identifies the location of the handicap-accessible entrance doors to each building. 2004 FBC, Sections 11-4.1.2,11-4.1.3, and 11-4.3. 13 Add a labeled symbol to the site plan drawing that represents and delineates the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance doors to each building. The installed symbol, required along the path, shall start at the accessible parking spaces and terminate at the accessible entrance doors to each building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route. (Note: The minimum clear width of an accessible route shall be 36 inches, except at curb ramps that are part of a required means of egress shall not be less than 44 inches). Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with 2004 FBC, Section 11-4.3 (Accessible Route) and 11-4.6 (Parking and Passenger Loading Zones). Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the 2004 FBC. This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 14 Vertical accessibility to the mezzanine area shall be required per the 2004 FBC, Sections 11-4.1.2, 11-4.1.3(5) (New Construction) and Section 11-4.1.6 (Alterations). 15 Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: A The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." SIDevelopmentlBuilding\ TARn TART 2006\Ocean95 Exchange Plaza Page 2 of 4 B From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. C Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans). 16 On the drawing titled site plan identify the property line. 17 CBBCPP 3.C.3.4 requires the conservation of potable water. City water may not, therefore, be used for landscape irrigation where other sources are readily available. 18 A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. 19 If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: A The full name of the project as it appears on the Development Order and the Commission-approved site plan. B The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 20 At time of permit review, submit separate surveys of each lot, parcel, or tract. For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot, parcel, or tract. The recorded deed shall be submitted at time of permit review. 21 Add a general note to the site plan that all plans submitted for permitting shall meet the City's codes and the applicable building codes in effect at the time of permit application. 22 Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 23 The full address of the project shall be submitted with the construction documents at the time of permit application submittal. If the project is multi-family, then all addresses for the particular building type shall be submitted. The name of the project as it appears on the Development Order must be noted on the building permit application at the time of application submittal. 24 Clarify the type of construction in accordance with the 2004 FBC, Chapter 6 and Table 601, 25 Sheet A-O,1 calls out for 12 handicap accessible parking spaces but the site plan only shows 10. Clarify. SIDevelopmentlBuilding\ TARn TART 2006\Ocean95 Exchange Plaza Page 3 of 4 26 Sheet A 1.1 - Indicate the required fire rating of the typical tenant separation wall per the 2004 FBC. 27 Sheet A-O indicates a mezzanine area in the bays. Clearly show the locations of the mezzanines on the floor plans, the square footage of each mezzanine and the means of egress from each mezzanine in accordance with 2004 FBC. 28 An approved automatic fire sprinkler system is required in each building per Chapter g of the CBBCD, Section 9-6(A)(4), and 2004 FBC, Section 903.2.13. 29 Submit irrigation plans, bf SIDevelopmentlBuildingl TARn TART 200610cean95 Exchange Plaza Page 4 of 4 ~ CITY OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM TO: Ed Breese, Principal Planner DATE: June 6, 2006 FILE: 06-020 FROM: Off. John Huntington Police Department CPTED Practitioner SUBJECT: REFERENCES: Ocean 95 Exchange Park Site Plan ENCLOSURES: I have viewed the above building plans and have the following comments: I, Building lighting (non-glare) should be around perimeter on all sides and on pedestrian walkways 2, Landscaping should not obstruct view from windows or walkways, 3, Landscaping should be maintained at three feet or less. Tress should be installed so as not to conflict with the lighting system and tree limbs should be maintained at seven feet or higher. 4, All exterior doors should be equipped with security hinges and should be reinforced with case hardened strike plate, 5. All buildings should be pre-wired for CCTV and alarm systems. 6. Glass perimeter doors should be equipped with case hardened guard rings to protect the mortise lock cylinder. 7. Rear doors should be equipped with 180-degree peephole viewer. 8, Mailboxes for buildings with multi-units should be placed in high activity and conspicuous location for enhanced safety and natural surveillance of users. 9. Dumpsters should not allow for easy concealment, not create blind spots or hiding areas, TRC Memorandum Page I of2 Coale, Sherie From: Hallahan, Kevin Sent: Tuesday, June 13, 2006 2:42 PM To: Coale, Sherie Subject: Ocean 95 Exchange Plaza Planning Memorandnm: Forester / Environmentalist To: Ed Breese, Principal Planner From: Kevin J. Hallahan, Forester / Environmentalist Subject: Ocean 95 Exchange Plaza New Site Plan - 1st Review NWSP 06-020 Date: June 5, 2006 Existing Trees List - Management Plan Sheet L - 4 The Landscape Architect should tabulate the total diameter inches of existing trees on the site, The tabular data should show the individual species of trees proposed to be preserved in place (2 Sabal Palms, 5 Live Oaks), relocated or removed and replaced on site. The replacement trees should be shown by a separate symbol on the landscape plan sheet L-4 of 4. [Environmental Regulations, Chapter 7.5, Article 1 Sec. 7.D,p, 2,] Plant List Sheet L-4 1. All shade and palm trees must be listed in the description as a minimum of 3" DBH (4.5' off the ground) not caliper. The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk (c.t.) specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C. 2.] 2. All trees proposed under any existing overhead electric power lines must meet the FP & L Right tree in the Right Place manual selection for small trees only. 3. The shade tree planting detail should including a line indicating where the diameter and height of all of the trees will be measured at time of planting and inspection. 4. The palm tree planting detail should include a line indicating where the clear trunk and height of all of the palm trees will be measured at time of planting and inspection, 5. The shrub and groundcover planting detail should include a line indicating where the height and spread of the shrubs and groundcover plants will be measured at time of planting and inspection. 6. The applicant should add a note that all utility boxes or structures (not currently known or shown on the plan) should be screened with Coco plum hedge plants on three sides. 7, The applicant should show an elevation cross-section detail of the actual heights of the proposed landscape trees and vegetation (proper scale) at the time of planting to visually buffer the proposed buildings and parking lot from the 1-95 and SW 8th Street road rights-of-ways. 6/13/2006 TRC Memorandum Page 2 of2 Irrigation Plan 8. Turf and landscape (bedding plants) areas should be designed on separate zones and time duration for water conservation. 9. Trees should have separate irrigation bubblers to provide water directly to the root ball. [Environmental Regulations, Chapter 7.5, Article II Sec. 5. C.2.] Kjh 10. All shade and palm trees must be listed in the description as a minimum of 12'-14' height, 3" DBH (4.5' off the ground) not caliper, and Florida #1 (Florida Grades and Standards manual). The height of the trees may be larger than 12'-14' to meet the 3" diameter requirement; or any clear trunk (c.t.) / gray wood, specifications. [Environmental Regulations, Chapter 7.5, Article II Sec. 5.C. 2,] I!. All shrubs, accents and groundcover plants should have a height and spread dimension. ,Irrigation Plan 12. Turf and landscape (bedding plants) areas should be designed on separate zones and time duration for water conservation. 13. Trees should have separate irrigation bubblers to provide water directly to the root ball, [Environmental Regulations, Chapter 7,5, Article II Sec. 5. C,2.] Kjh 6/13/2006 "~"a ON" (sowaW) S~N3WWO:> M3I^311