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REVIEW COMMENTS 2nd REVIEW COMMENTS Maior Site Plan Modification Project name: Dale B. Bailey File number MSPM 02-D02 Reference: 2nd review plans identified as with a Mav 21. 2002 Planning and Zoning Department date stamp marking , II DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: NONE PUBLIC WORKS - Traffic Comments: NONE UTILITIES Comments: NONE FIRE Comments: NONE POLICE Comments: NONE ENGINEERING DIVISION Comments: I It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing elevations at the site entrance showing that storm water runoff will not be directed off- site. 2. A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section II, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A will be required at the time of permitting. There were no conflicts noted between landscaping and lighting. Show lighting on sheet C- I 3 Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. 2nd REVIEW COMMENTS OS/28/02 2 , II DEPARTMENTS INCLUDE REJECT The curb should also be shown on the drainage plan and landscape plan 4. Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. Show on Sheet C- I 5 Amend sheet C - I to show that signing, striping and pavement markings shall conform to City Standard B-98001 Accordingly- a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-I); and c) align the stop bar with the stop sign t NE 5th A venue. Indicate, by note, conformance to B-9800 I 6. A four (4) foot sidewalk is required along the front of the property (4 inches thick, 6 inches thick throughout the driveway). Reflect these changes/revisions on all sheets. BUILDING DIVISION Comments: 7 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 2001 edition of the Florida Building: Code. 8. At time of permit review, submit signed and sealed working drawings of the proposed construction. 9 At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the allev. ri"ht-of-wav or easement.. PARKS AND RECREATION Comments: NONE FORESTER/ENVIRONMENTALIST Comments: 10. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: a) 16" diameter Seagrape tree b) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. 2nd REVIEW COMMENTS OS/28/02 3 , , DEPARTMENTS INCLUDE REJECT PLANNING AND ZONING Comments: 11. Indicate the Land Use desiwation of the oarcels under site data. 12. The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. I3 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 14. Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D I ). 15 Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (I) signature tree, such as Yellow Elder, Tibouchina Granulosa, or Bougainvillea at the project entrance. 16. The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 17 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 18. Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip ofIand not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (112) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chanter 7.5 Article II Section 5.M.), 19 Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 20 Provide a standard oarking soace detail showing all dimensions in 2nd REVIEW COMMENTS OS/28/02 4 DEPARTMENTS INCLUDE REJECT accordance with drawing No. B-900l2. 21 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 22. Provide a detail of the location of the proposed signage, including the dimensions, color, material and height. 23 Indicate the IO-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5.H. I). I MWRlsc S:\Planning\SHARED\'-"P\PROJECTS\Dale B. Bailey, Inc\2nd REVIEWCOMMENTS.doc M. ~4~-tJ.fiv 2nd REVIEW COMMENTS Maior Site Plan Modification Project name: Dale B. Bailey File number. MSPM 02-002 Reference: 2"" review plans identified as with a May 21. 2002 Planning and Zoning Department date stamp ki mar OIL DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: NONE PUBLIC WORKS - Traffic Comments: NONE UTILITIES Comments: NONE FIRE Comments: NONE POLICE Comments: NONE ENGINEERING DIVISION Comments: I It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F .2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing elevations at the site entrance showing that storm water runoff will not be directed off- site. 2. A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section 11, Chapter 23, Article!, Section 5.B.7 and Chapter 23, Article II, Section A will be required at the time of permitting. There were no conflicts noted between landscaping and lighting. Show lighting on sheet C- I 3 Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. 2nd REVIEW COMMENTS OS/28/02 2 DEPARTMENTS INCLUDE REJECT The curb should also be shown on the drainage plan and landscape plan 4 Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. Show on Sheet C-l 5 Amend sheet C-I to show that signing, striping and pavement markings shall conform to City Standard B-9800l Accordingly' a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign t NE 5th A venue. Indicate, by note, conformance to B-9800 I 6. A four (4) foot sidewalk is required along the front of the property (4 inches thick, 6 inches thick throughout the driveway). Reflect these changes/revisions on all sheets. BUILDING DIVISION Comments: 7 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 2001 edition of the Florida Building: Code. 8. At time of permit review, submit signed and sealed working drawings of the proposed construction. 9 At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the aile\} ri"ht-of-wav or easement.. PARKS AND RECREATION Comments: NONE FORESTER/ENVIRONMENT ALIST Comments: 10. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: a) 16" diameter Seagrape tree b) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. 2nd REVIEW COMMENTS 05/28102 3 DEPARTMENTS INCLUDE REJECT PLANNING AND ZONING Comments: II. Indicate the Land Use desilmation of the narcels under site data. 12. The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 13 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.0.2.). 14 Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D I ). 15 Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (I) signature tree, such as Yellow Elder, Tibouchina Granulosa, or Bougainvillea at the project entrance. 16. The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 17 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 18. Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip of land not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chanter 7.5 Article II Section S.M.). 19 Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 20. Provide a standard parking space detail showing all dimensions in 2nd REVIEW COMMENTS OS/28/02 4 , DEPARTMENTS INCLUDE REJECT accordance with drawing No. B-900 12. 21 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 22. Provide a detail of the location of the proposed signage, including the dimensions, color, material and height. 23 Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5.H. I ), MWRlsc S:\Planning\SHAREDlVIP\PROJECTS\Dale B, Baile~ Inc\2nd REVIEWCOMMENTS,doc 2nd REVIEW COMMENTS Maior Site Plan Modification Project name: Dale B Bailey File number' MSPM 02.{)02 Reference: 2nd review plans identified as with a Mav 2 I. 2002 Planning and Zoning Deoartment date stamp markin". DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: NONE PUBLIC WORKS - Traffic Comments: NONE UTILITIES Comments: NONE FIRE Comments: NONE POLICE Comments: NONE ENGINEERING DIVISION Comments: I It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing elevations at the site entrance showing that storm water runoffwiJl not be directed off- site. 2. A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section 11, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A will be required at the time of permitting. There were no conflicts noted between landscaping and lighting. Show lighting on sheet C-l 3 Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. 2nd REVIEW COMMENTS OS/28/02 2 DEPARTMENTS INCLUDE REJECT The curb should also be shown on the drainage plan and landscape plan 4 Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. Show on Sheet C-l 5 Amend sheet C-I to show that signing, striping and pavement markings shall conform to City Standard B-9800l Accordingly' a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-I); and c) align the stop bar with the stop sign t NE 5th Avenue. Indicate, by note, conformance to B-9800l 6. A four (4) foot sidewalk is required along the front of the property (4 inches thick, 6 inches thick throughout the driveway). Reflect these changes/revisions on all sheets. BUILDING DIVISION Comments: 7 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 200 I edition of the Florida Buildin" Code. 8. At time of permit review, submit signed and sealed working drawings of the proposed construction. 9 At time of permit review, submit a copy ofthe recorded resolution that verifies the abandonment ofthe all{7\} rir>ht-of-wavor easemellt.. PARKS AND RECREATION Comments: NONE FORESTER/ENVIRONMENTALlST Comments: 10 The applicant should indicate on the landscape plans that the five (5) existing trees shown as: a) 16" diameter Seagrape tree b) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. 2nd REVIEW COMMENTS OS/28/02 3 DEPARTMENTS INCLUDE REJECT PLANNING AND WNING Comments: II. Indicate the Land Use desiQl1ation of the narcels under site data. 12. The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 13 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 14 Submit a color samplelswatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D I ). IS Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (I) signature tree, such as Yellow Elder, Tibouchina Granulosa, or Bougainvillea at the project entrance. 16. The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 17 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 18. Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip of land not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chanter 7.5 Article II Section S.M.), 19 Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 20. Provide a standard parking space detail showing all dimensions in 2nd REVIEW COMMENTS OS/28/02 4 . . DEPARTMENTS INCLUDE REJECT accordance with drawing No. B-90012. 21 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 22. Provide a detail of the location of the proposed signage, including the dimensions, color, material and height. 23 Indicate the IO-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5.R.! ). 24 The site plan indicates a six (6) foot masonry wall on the western property, serving as a buffer wall between the commercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. MWR/sc S:IPlanningISHAREDI'M'IPROJECTSIDale B. Baile~ Inc\2nd REVIEWCOMMENTS.doc Facsimile TRANSMITTAL CITY OF BOYNTON BEACH 100 E. BOYNTON BEACH BOULEVARD P.O. BOX 310 BOYNTON BEACH, flORIDA 33425-0310 FAX: (561) 742-6259 PLANNING AND ZONING DIVISION To: Fax#' Date: From. Re: Pages: h'L.-- <tJ~ ~ '7. ') ,2 - 5>? d.. 7 ~- .2 'a' -() 2 ~d. ~:~k- .7 ;0f-ccL r~<-''U AL~~L.J, Planning and Zoning Division City of Boynton Beach Boynton Beach, Florida 33425 742-6260 Fax 742-6259 -' TRANSMISSION VERIFICATION REPOR- TIME OS/28/2002 15:55 NAME BOVNTON BEACH P & Z FAX 5513755259 TEL 5513755250 DATE, TIME FAX NO./NAME DURATION PAGE(S) RESULT MODE OS/28 15 53 97325227 00:02 20 05 OK STANDARD ECM M~t~ 15t REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION Project name: Dale B. Bailey File number' MSPM 02-D02 Reference: 1 "review plans identified as MSPM 02-002 with a Februarv 6.2002 Planning and Zoning Department date stamp marking , i DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: 1 Public Works has no objections to the applicants request to use residential trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart is recommended. Please note on the plans the storage location for the trash cart. PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. The site plan reflects a ten (10) foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 3 . Wastewater collection serving his property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or indicate applicant's proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article II, Section C.2 Ficus is not an allowable species for landscaping. 4 All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees and/or hedges 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. LDR, 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 5 Fire flow calculations are required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the reouirement imposed bv insurance underwriters, whichever is lITeater 1ST REVIEW COMMENTS 03/11/02 2 , II DEPARTMENTS INCLUDE REJECT (see CODE Section 26-l6(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or orOPosed fir hvdrant. FIRE Comments: 6. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 feet apart and the remotest part of any structure shall be no more than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 7 Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an Administrative Order dated May 9,2001, that provides the minimum oerformance for all security gates and emergencv access. POLICE Comments: None ENGINEERING DIVISION Comments: 8. It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing and proposed elevations at the site entrance showing that storm water runoff will not be directed off-site. 9 Provide additional information regarding the note stating "New street and swale improvements by City" 10. Provide typical sections for swales and paving (required at the time of permitting). II A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section II, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article IT, Section A will be reauired at the time of permitting. There were no conflicts noted between 1ST REVIEW COMMENTS 03/11/02 3 , , DEPARTMENTS INCLUDE REJECT landscaping and lighting. 12. Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.S, Article II, Section S.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. The curb should also be shown on the drainage plan and landscape plan. 13 A new ficus hedge is shown in the landscape plan, within the assumed utility easement along the west property line. Per the LDR, Chapter 7.5, Article II, Section C.2. Ficus is not an allowable species for landscaping. 14 Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. IS Signing, striping and pavement markings shall conform to City Standard B- 9800 I Accordingly' a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign t NE Sth Avenue. 16. Indicate how the loading zone will be accessed. This will be a difficult location for trucks to pull into, or back into and out of (LDR, Chapter 2, Section II.J). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.e.. restaurant, hospital, convenience store, etc.), the identification of a loading zone is not required (LDR, Chapter 2, Section 6). 17 Show written and graphic scale on all sheets. 18. St. Augustine or Floratam sodding is normally specified on irrigated sites. 19 Where possible, Live Oaks on east and north property lines would be better placed ten (10) feet from the property line to allow for future growth and maintenance. 20. Cocoplum hedges along the north and south parking spaces can make it difficult to I!et in and out of vehicles. BUILDING DIVISION Comments: 21 Add to the building that is depicted on the drawing titled site plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4.1.2, 4.3. 22. On the floor plan drawinl!s, add a labeled symbol that identifies the location 1ST REVIEW COMMENTS 03/11/02 4 , " DEPARTMENTS INCLUDE REJECT of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2,4.3 23 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-I. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 24 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 1997 edition of the Standard Building Code. 25 SpecifY on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 26. Indicate on the site plan within the floor area of the new and existing building the primary use of the structure/facility. 27 Indicate on the floor plan drawing within the footprint of the building the primary use of the structure/facility If the building is an expansion of an existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility. 28. IdentifY on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifYing building setbacks. Therefore, identifY the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 29 At time of permit review, submit signed and sealed working drawings of the proposed construction. 30. At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the alley. rif!ht-of-wavor easement. 31 Add to the submittal a partial elevation view drawing of the proposed perimeter fence and wall. IdentifY the type of the fence material and the type of material that suooorts the fence. including the tvoical distance between 1ST REVIEW COMMENTS 03/11/02 5 . . DEPARTMENTS INCLUDE REJECT supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and height of the fence shall comolv with the fence re<mlations specified in the Zoninl! Code PARKS AND RECREATION Comments: None FORESTERJENVlRONMENTALIST Comments: 32. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: (I) 8" diameter Seagrape tree (I) 16" diameter Norfolk Pine (1) 24" Cabbage Palm, and (I) 16" Cabbage Palm (I) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. PLANNING AND ZONING romments: 33. Indicate the Land Use desi<mation of the parcels under site data. V 34 The site plan must identifY the future Land Use designation as defined by / the City's Comprehensive Plan for adjacent properties. 35 Include a color rendering of all elevations prior to the Community ./ Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 36. Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code -/ (Chapter 4, Section 7.D 1 ). 37 Place a note on the landscape plan indicating that mulch other than Cypress V shall be used and maintained for landscape purposes. 38. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter ./ 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (1) signature tree, such as Yellow Elder, Tibouchina Granulosa, or , j'."'''.l'' -J' f ".........j 1ST REVIEW COMMENTS 03/11/02 6 tI . ,!lttl.!t. lL ~ d', JU~ . ,/ ., . ;.1. i.., ... .. - . .t..... \ ~ .J.t,\,t ),t' 4:,' - _ ~ U ,,^, -' -1-''- i,v. ^Ii'-d ., ,..,.,...- _, !"V.'<-<V ~ ,,;;, *' I II DEPARTMENTS INCLUDE REJECT Bougainvillea at the project entrance. 39 The signature tree shall have a minimum of six (6) feet of clear trunk to V' preserve the clear sight area. 40 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a . landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in '1/ height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5,E.). 41 Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip of land j not less than five (5) feet in width, It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chapter 7.5, Article II, Section 5.M} - .- 42. Provide a traffic statement, which provides a comparison of trip generation /' between the existing use and the proposed use. 43 Provide a standard parking space detail showing all dimensions in /' accordance with drawing No. B-90012. 44 Site lighting must satisfy the minimum average light level of one (I) foot .,/ candle (Chapter 23, Article II A. I .a.). 45 Provide a detail of the outdoor lighting structlp"es, i cI~g the dimensions, -/ c~lor, and material. , JW b~ iY. ~ . . _. ., ., -;r;.:;,un'l I '" "', :2k. r p~~Z;;'! "']".""""-/ / 46.) 0 signage was submitted wi,th these p s. y proposed.s.i~will.fequir.e I~ s~par.ateT..viewandappt'ov<>.1.. [t. cf" el,; ^ .t:,:, eol.~",! Oi'N a~ I ?YlO.-Yi I, ><{1 ot,^ eI ~ ' 47 .-: 6'f'. iVJ.-l- 1'\2d 1..M'b." r',/ Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article , Section 5.H.1 ). 48, Above ground mechanical equipment such as exterior meters, utility boxes / and transformers shall be visually screened (Chapter 9, Section 10.CA.). Equipment placed on the walls of the building shall be painted to match the building color 49 Provide elevations for the North and South fayades, / 50. ,-.Ihe.Qj;jn,' .~. n', _ ,ao.footmasonlVwaUOA,lllel!(l;~Ql orooertv. Ck~/..~ ,! ~ ~ '* 1ST REVIEW COMMENTS 03/11/02 7 DEPARTMENTS INCLUDE REJECT ,!l@H~.-IIlI1l1!l!r'.an u~[tll<!i!'~EDlTilnC,~,=!IIll'fi~ml!Pl[FdI m~dH![Y aw~~l4 1111*_1 "~. L II 'JiaUiiJ1a. I ' ' c utL_Jl'f"" V f--.. ...... '-'r' . , 1, ,. "4i. ... , J , ul!l\.{:iI";~ *' 51 See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6.D., page 24 in Code Book. MWRlsc S:\Planning\SHAREDI'M'\PROJECTSIDale B. Bailey, Incl1ST REVIEWCOMMENTS,doc .- / 2I:Pb-tf.I ~ ,I' ~ _v ~ ~ (51 J{~ i : TL ~ P J~,,) U.." .1 ()J t{tJ. 1 .J40t",,'~ ,...cu..::.-_ (j ~~ 14 _r - f t~r~ (;"e.- d..U../ \ "\ .. - d"!J~/'lift_. . \- . ' ~d- /P- ~ V{1},~~~~~~ ~ ~ ~ rr.:lf U~ ttl0 iV I 1 st REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION Project name: Dale B. Bailey File number' MSPM 02-002 Reference: I "review olans identified as MSPM 02-002 with a February 6.2002 Planning and Zoning Deoartment date stamo marking DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: I Public Works has no objections to the applicants request to use residential ~' trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart ( is recommended. Please note on the plans the storage location for the trash cart. PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. The site plan reflects a ten (10) foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 3 Wastewater collection serving his property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or indicate applicant' s proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article II, Section C.2 Ficus is not an allowable species for landscaping. 4. All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may detennine which trees and/or hedges 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. LDR, Article I, Section 18. I gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of- way 5 Fire flow calculations are required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the reauirement imoosed bv insurance underwriters, whichever is greater 07- 1ST REVIEW COMMENTS 03/11/02 2 DEPARTMENTS INCLUDE REJECT (see CODE Section 26-l6(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existinl! or nronosed fir hvdrant. FIRE Comments: 6. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 feet apart and the remotest part of any structure shall be no more than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 7 Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an Administrative Order dated May 9,2001, that provides the minimum performance for all securitv l!ates and emergency access. POLICE Comments: None .Aclr . A' ""ckWtdk.. {t'iuwed o.tw:g t'rorf 'f ENGINEERING DIVISION propcrKt L4".ft,\, IL, "," ~hl(l.::-thlU d t'\W1Ml'i1 A1M. 12",'"( kcr ..: hC<'~jL sf r......hC;;>ICf\'C7 ,W'\ Comments: (lll 'C>h<,-:,t"> 8. It appears the designer has reduced the total impermeable area on the ' ikJ property and increased/improved landscaping and water retention on this ( .5/ZI/0 - site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for SIte drainage as speCIfIed 10 the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing~ piliji SBBa elevations at the site entrance showing that storm water runoff will not be directed off-site. 9 Provide additional information regarding the note stating "New street and 1m' /If /~ l67i swale improvements by City" ( 'VfX(Uvv ./ \"51211 \. -~. .t ' \ 10 Provide typical sections for swales and paving (required at the time of \/zJO permitting). II A lighting plan including photo metrics, pole wind loading, and pole details ( =-"WllO~ ~) in conformance with the LDR, Chapter 6, Article IV, Section 11, Chapter 23, Article I, Section 5.R7 and CJapter 23, Article II, Section A will be I reoUlred at the time of "'.\There were no conflicts noted between '-. oz.. z.. 1ST REVIEW COMMENTS 03/1 1/02 3 . DEPARTMENTS INCLUDE REJECT landscaping and lighting. ~r'Ic\..\J IlCJht1rv:J C-Y\ 4iV<' t (- i. 12. Landscaped areas shall be protected from vehicular encroachment by a :J'M 1 continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and '- Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. The curb should also be shown on the drainage plan and landscape plan. I. . 13 A new ficus hedge is shown in the landscape plan, within the assumed .....\"::J{ZI/ ~z... utility easement along the west property line. Per the LDR, Chapter 7.5, ( Article II, Section C.2. Ficus is not an allowable species for landscaping. I 14 Indicate, by note, that the new six (6) foot masonry wall color and finish IJ..fi E>iZl/o;;[d6~ will match that of the adjacent buildings. I-k-"'-d 10 -c>Vtcw OY) c.- \ ( ( \ iZ' Al'V\<'nd -::'>hut- C- I \ t. \ ~ 15 Signing, striping and pavement markings shall conform to City Standard B- rCA, 5fZi/O 9800 I Accordingly' a) modify the width of the double striping; b) revise -J-f no the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign t NE 5th Avenue. I i1t1."" " ccnfc,v VIa -1-0 1">- i'lf'J(>O 1 . 16. Indicate how the loading zone will be accessed. This will be a difficult u" location for trucks to pull into, or back into and out of (LDR, Chapter 2, DL Section 11.I). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.e.. restaurant, hospital, convenience store, etc.), the identification ofa loading zone is not required (LDR, Chapter 2, Section 6). 17 Show written and graphic scale on all sheets. l,-W'\ "'>/ZJ{ 1z.... \ 1.'lA \ 18. St. Augustine or Floratam sodding is normally specified on irrigated sites. ?){/z.' /02- 19 Where possible, Live Oaks on east and north property lines would be better \ I. placed ten (10) feet from the property line to allow for future growth and ~ou-\ 6/Z1 oz.. maintenance. { 1N-{ 20. Cocoplum hedges along the north and south parking spaces can make it / '51 zll CZ- difficult to get in and out of vehicles. '- \ '-...J BUILDING DIVISION Comments: 21 Add to the building that is depicted on the drawing titled site plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4 1.2, 4.3. 22. On the floor plan drawings, add a labeled symbol that identifies the location f"ICiL 1ST REVIEW COMMENTS 03/11102 4 DEPARTMENTS INCLUDE REJECT of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2, 4.3 23 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-I. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 24 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 1997 edition of the Standard Building Code. 25 Specify on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 26. Indicate on the site plan within the floor area of the new and existing building the primary use of the structure/facility 27 Indicate on the floor plan drawing within the footprint of the building the primary use of the structurelfacility If the building is an expansion of an existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility. 28. Identify on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifying building setbacks. Therefore, identify the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 29 At time of permit review, submit signed and sealed working drawings of the proposed construction. 30 At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the alley. right-of-way or easement. 31 Add to the submittal a partial elevation view drawing of the proposed perimeter fence and wall. Identify the type of the fence material and the type of material that suooorts the fence. including the tvoical distance between 1ST REVIEW COMMENTS 03/11/02 5 , . DEPARTMENTS INCLUDE REJECT supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and height of the fence shall comnly with the fence regulations specified in the Zoning Code PARKS AND RECREATION Comments: None FORESTER/ENVIRONMENTALIST Comments: 32. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: (I) 8" diameter Seagrape tree (I) 16" diameter Norfolk Pine (1) 24" Cabbage Palm, and (1) 16" Cabbage Palm (1) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. PLANNING AND ZONING Comment.: 33. Indicate the Land Use designation of the narcels under site data. 34. The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 35 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 36. Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D 1 ). 37 Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes. 38. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides ofthe entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (1) silmature tree, such as Yellow Elder, Tibouchina Granulosa, or 1ST REVIEW COMMENTS 03/11/02 6 , I DEPARTMENTS INCLUDE REJECT Bougainvillea at the project entrance. 39 The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 40 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 41 Provide additional landscaping along the foundation ofthe east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip of land not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (112) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chapter 7.5, Article II, Section 5.M.). 42. Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 43 Provide a standard parking space detail showing all dimensions in accordance with drawing No. B-90012. 44. Site lighting must satisfY the minimum average light level of one (1) foot candle (Chapter 23, Article II A.1.a.). 45 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 46. No signage was submitted with these plans. Any proposed sign will require separate review and approval. 47 Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5.H.I ). 48. Above ground mechanical equipment such as exterior meters, utility boxes and transformers shall be visually screened (Chapter 9, Section 10.CA.). Equipment placed on the walls of the building shall be painted to match the building color 49 Provide elevations for the North and South fa,ades. 50. The site olan indicates a 6-foot masonrv wall on the western orooertv 1ST REVIEW COMMENTS 03/11/02 7 , , DEPARTMENTS INCLUDE REJECT serving as a buffer wall between the commercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. 51 See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6.D., oae:e 24 in Code Book. MWRlsc S:IPlanningISHAREDI'M'IPROJECTSIDale B. Bailey, Incl1ST REVIEWCOMMENTS.doc f?l/l L--V I iLb 1 st REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION Project name: DaleB.Bailey fJ.rr~ f~ ~f-lPt11~ j Filenumber MSPM02-Q02 ~. , . OU'7 ~~/!a'l Reference: I.treview lans identified as MSPM 02-002 with a Febru 6 2002 Plannin and in ;od" Deoartment date stamo marking . . DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: I Public Warks has no objections to the applicants request to use residential trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart is recommended. Please note on the plans the storage location for the trash cart. PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. The site plan reflects a ten (10) foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 3 Wastewater collection serving his property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or indicate applicant's proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article II, Section C.2 Ficus is not an allowable species for landscaping. 4. All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees and/or hedges 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. LDR, 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 5. Fire flow calculations are required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the reauirement imoosed bv insurance underwriters, whichever is greater 1ST REVIEW COMMENTS 03/11/02 2 , , DEPARTMENTS INCLUDE REJECT (see CODE Section 26-l6(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. LDR, Chapter 6, Article N, Section 16 requires that all points on each building will be within 200 feet of an existing or orooosed fir hvdrant. FIRE Comments: 6. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 feet apart and the remotest part of any structure shall be no more than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 7 Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an Administrative Order dated May 9, 2001, that provides the minimum oerformance for all security gates and emergency access. POLICE Comments: None ENGINEERING DNISION Comments: 8. It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article N, Section 5 Additionally provide existing and proposed elevations at the site entrance showing that storm water runoff will not be directed off-site. 9 Provide additional information regarding the note stating "New street and swale improvements by City" 10. Provide typical sections for swales and paving (required at the time of permitting) . II A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article N, Section 11, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A will be reauired at the time of permitting. There were no conflicts noted between 1ST REVIEW COMMENTS 03/11/02 3 , , DEPARTMENTS INCLUDE REJECT landscaping and lighting. 12. Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article IT, Section 5.A. and Chapter 22, Article IT, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. The curb should also be shown on the drainage plan and landscape plan. 13 A new ficus hedge is shown in the landscape plan, within the assumed utility easement along the west property line. Per the LDR, Chapter 7.5, Article IT, Section C.2. Ficus is not an allowable species for landscaping. 14 Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. 15 Signing, striping and pavement markings shall conform to City Standard B- 98001 Accordingly' a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign t NE 5th Avenue. 16. Indicate how the loading zone will be accessed. This will be a difficult location for trucks to pull into, or back into and out of (LDR, Chapter 2, Section I I.I). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.e.. restaurant, hospital, convenience store, etc.), the identification of a loading zone is not required (LDR. Chapter 2, Section 6). 17 Show written and graphic scale on all sheets. 18. St. Augustine or Floratam sodding is normally specified on irrigated sites. 19 Where possible, Live Oaks on east and north property lines would be better placed ten (10) feet from the property line to allow for future growth and maintenance. 20 Cocoplum hedges along the north and south parking spaces can make it difficult to eet in and out of vehicles. BUILDING DNISION Comments: 21 Add to the building that is depicted on the drawing titled site plan a labeled / symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4.1.2, 4.3 22. On the floor Dlan drawines, add a labeled svmbol that identifies the location 1/ 1ST REVIEW COMMENTS 03/11102 ~ ~~~ 7;'1 . 4 .L 0/ DEPARTMENTS ~Jy INCLUDE REJECT of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are t./ depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2, 4.3 23 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is ~ conceptual" below the drawing titled Floor Plan found on sheets A-I. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 24 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the ~ edition ~ <t++l-.~ C'+~-gRTriI Ruihii~g r"nrlp. ~l F~c 25 Specify on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 26. Indicate on the site plan within the floor area of the new and existing building the primary use of the structure/facility f-/' 27 Indicate on the floor plan drawing within the footprint of the building the primary use of the structure/facility. If the building is an expansion of an L/ existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility. 28. Identify on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifying building setbacks. Therefore, identify the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 29 At time of permit review, submit signed and sealed working drawings of the proposed construction. V 30. At time of permit review, submit a copy of the recorded resolution that V verifies the abandonment of the alley. ri<!ht-of-wavor easement. / 31 Add to the submittal a partial elevation view drawing of the proposed 7 perimeter fence and wall. Identify the type of the fence material and the type of material that supports the fence. including the tvpical distance between 1 -\ , 1ST REVIEW COMMENTS 03/11/02 5 , " DEPARTMENTS INCLUDE REJECT supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the t/ height that the fence is above finish grade. The location and height of the fence shall comnly with the fence regulations specified in the Zoning Code PARKS AND RECREATION Comments: None FORESTER/ENVIRONMENTALIST Comments: 32. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: (I) 8" diameter Seagrape tree (I) 16" diameter Norfolk Pine (I) 24" Cabbage Palm, and (I) 16" Cabbage Palm (I) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. PLANNlNG AND ZONING Comments: 33. Indicate the Land Use designation of the narcels under site data. 34 The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 35 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 36. Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D 1 ). 37 Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes. 38. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides ofthe entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5.G.). Provide one (I) signature tree, such as Yellow Elder, Tibouchina Granulosa, or 1ST REVIEW COMMENTS 03/11/02 6 DEPARTMENTS INCLUDE REJECT Bougainvillea at the project entrance. 39 The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 40. On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article IT, Section 5.E.). 41 Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip of land not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chapter 7.5, Article IT, Section S.M.). 42. Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 43 Provide a standard parking space detail showing all dimensions in accordance with drawing No. B-900 12. 44 Site lighting must satisfY the minimum average light level of one (I) foot candle (Chapter 23, Article IT A.La.). 45 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 46. No signage was submitted with these plans. Any proposed sign will require separate review and approval. 47 Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article IT, Section 5.H.I ). 48. Above ground mechanical equipment such as exterior meters, utility boxes and transformers shall be visually screened (Chapter 9, Section 10.CA.). Equipment placed on the walls ofthe building shall be painted to match the building color 49 Provide elevations for the North and South fa,ades. 50. The site olan indicates a 6-foot masonrv wall on the western orooertv 1ST REVIEW COMMENTS 03/11102 7 DEPARTMENTS INCLUDE REJECT serving as a buffer wall between the commercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. 51 See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6.D., nae:e 24 in Code Book. MWRlsc S:IPlanningISHAREDI'M'IPROJECTSIDale B. Baile~ Incl1ST REVIEWCOMMENTS.doc 1st REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION ~~~ Project name: Dale B. Bailey File number MSPM 02-002 Reference: I "review Dlans identified as MSPM 02-002 with a February 6.2002 Planning and Zoning DeDartment date stamD marking , , DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: 1 Public Works has no objections to the applicants request to use residential trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart is recommended. Please note on the plans the storage location for the trash cart. PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. The site plan reflects a ten (10) foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 3 Wastewater collection serving his property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or indicate applicant's proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article IT, Section C.2 Ficus is not an allowable species for landscaping. 4 All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees and/or hedges 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. LDR, 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 5 Fire flow calculations are required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article N, Section 16, or the reauirement imDosed bv insurance underwriters, whichever is greater 1 ST REVIEW COMMENTS 03/11/02 2 DEPARTMENTS INCLUDE REJECT (see CODE Section 26-16(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fir hvdrant. FIRE Comments: 6. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 feet apart and the remotest part of any structure shall be no mOre than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 7 Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an Administrative Order dated May 9,2001, that provides the minimum performance for all securitv gates and emergenCV access. POLICE Comments: None ENGINEERlNG DIVISION Comments: 8. It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing and proposed elevations at the site entrance showing that storm water runoff will not be directed off-site. 9 Provide additional information regarding the note stating "New street and swale improvements by City" 10. Provide typical sections for swales and paving (required at the time of permitting). II A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section I I, Chapter 23, Article I, Section 5.B. 7 and Chapter 23, Article II, Section A will be required at the time of permitting. There were no conflicts noted between 1ST REVIEW COMMENTS 03/11/02 3 , , DEPARTMENTS INCLUDE REJECT landscaping and lighting. 12. Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. The curb should also be shown on the drainage plan and landscape plan. 13 A new ficus hedge is shown in the landscape plan, within the assumed utility easement along the west property line. Per the LDR, Chapter 7.5, Article II, Section C.2. Ficus is not an allowable species for landscaping. 14 Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. 15 Signing, striping and pavement markings shall conform to City Standard B- 98001 Accordingly' a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign t NE 5th Avenue. 16. Indicate how the loading zone will be accessed. This will be a difficult location for trucks to pull into, or back into and out of (LDR, Chapter 2, Section 1 I .J). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.eoO restaurant, hospital, convenience store, etc.), the identification of a loading zone is not required (LDR, Chapter 2, Section 6). 17 Show written and graphic scale on all sheets. 18. St. Augustine or Floratam sodding is normally specified on irrigated sites. 19 Where possible, Live Oaks on east and north property lines would be better placed ten (10) feet from the property line to allow for future growth and maintenance. 20. Cocoplum hedges along the north and south parking spaces can make it difficult to get in and out of vehicles. BUILDING DIVISION Comments: 21 Add to the building that is depicted on the drawing titled site plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4 1.2,4.3 22. On the floor Dlan drawings, add a labeled svrnbol that identifies the location 1ST REVIEW COMMENTS 03/11/02 4 , " DEPARTMENTS INCLUDE REJECT of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2, 4.3 23 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-I. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 24 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 1997 edition of the Standard Building Code. 25 Specify on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 26. Indicate on the site plan within the floor area of the new and existing building the primary use of the structure/facility 27 Indicate on the floor plan drawing within the footprint of the building the primary use of the structure/facility If the building is an expansion of an existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility. 28. Identify on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifying building setbacks. Therefore, identify the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 29 At time of permit review, submit signed and sealed working drawings of the proposed construction. 30 At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the alley. ril!ht-of-wav or easement. 31 Add to the submittal a partial elevation view drawing of the proposed perimeter fence and wall. Identify the type of the fence material and the type of material that suooorts the fence. including the tvoical distance between 1ST REVIEW COMMENTS 03/11/02 5 , ,c.J;: lL-6 ~;( o~ . DEPARTMENTS INCLUDE REJECT supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and height of the fence shall complv with the fence rewlations specified in the Zoning Code PARKS AND RECREATION Comments: None FORESTER/ENVIRONMENTALIST Comments: 32. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: A1l 8" diameter Seagrape tree.J -- (l~~:' diameter Norfolk Pine ./ / X f1 \' " ,.,^......a~e Palm, and (I) 16" Cabbage Palm - (Jl) 8" Tropical Tree' will be preserved III place, relocated. or removed/replaced on the site. PLANNING AND ZONING romments: 33. Indicate the Land Use desil!Dation of the narcels under site data. 34 The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 35 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 36. Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D I ). 37 Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes. 38. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (I) sil!Dature tree, such as Yellow Elder, Tibouchina Granulosa, or 1ST REVIEW COMMENTS 03/11/02 6 DEPARTMENTS INCLUDE REJECT Bougainvillea at the project entrance. 39 The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 40 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 41 Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip of land not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chapter 7.5, Article II, Section S.M.). 42. Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 43 Provide a standard parking space detail showing all dimensions in accordance with drawing No. B-900l2. 44 Site lighting must satisfY the minimum average light level of one (I) foot candle (Chapter 23, Article II A.La.). 45 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 46. No signage was submitted with these plans. Any proposed sign will require separate review and approval. 47 Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5 .R. I ). 48. Above ground mechanical equipment such as exterior meters, utility boxes and transformers shall be visually screened (Chapter 9, Section 10.CA.). E<juipment placed on the walls of the building shall be painted to match the building color 49 Provide elevations for the North and South fa9ades. 50. The site olan indicates a 6-foot masonrv wall on the western orooerty. 1ST REVIEW COMMENTS 03/11102 7 DEPARTMENTS INCLUDE REJECT serving as a buffer wall between the commercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. 51 See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6.D., page 24 in Code Book. MWRlsc S:IPlanningISHAREDIW'IPROJECTSIDale B. Bailey, Incl1ST REVIEWCOMMENTS.doc 1 st REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION ~ ~ V"<r - c:. "" Project name: Dale B. Bailey File number MSPM 02-002 Reference: 1 "review plans identified as MSPM 02-002 with a Februarv 6.2002 Planning and Zoning Department date stamp marking . , DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: I Public Works has no objections to the applicants request to use residential trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart is recommended. Please note on the plans the storage location for the trash cart. PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. The site plan reflects a ten (10) foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water ~ main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 3 Wastewater collection serving his property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or ~ indicate applicant's proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article II, Section C.2 Ficus is not an allowable species for landscaping. 4 All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees and/or hedges 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. LDR, 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 5 Fire flow calculations are required demonstrating the City Code requirement ~ of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article N, Section 16, or the requirement imposed bv insurance underwriters, whichever is Ilfeater 1ST REVIEW COMMENTS 03/11102 2 . DEPARTMENTS INCLUDE REJECT (see CODE Section 26-16(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existinll or nronosed fir hydrant. FIRE Conunents: 6. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in conunercial applications shall be no more than 300 feet apart and the remotest part of any structure shall be no more than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter. In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 7 Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an Administrative Order dated May 9,2001, that provides the minimum performance for all security I!ates and emergency access. POLICE Conunents: None ENGINEERING DIVISION Conunents: 8. It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing and proposed elevations at the site entrance showing that storm water runoff will not be directed off-site. 9 Provide additional information regarding the note stating "New street and swale improvements by City" 10 Provide typical sections for swales and paving (required at the time of permitting). II A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section II, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A will be reauired at the time ofoermittinll. There were no conflicts noted between 1ST REVIEW COMMENTS 03/11/02 3 DEPARTMENTS INCLUDE REJECT landscaping and lighting. 12. Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.S, Article II, Section S.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. The curb should also be shown on the drainage plan and landscape plan. 13 A new ficus hedge is shown in the landscape plan, within the assumed utility easement along the west property line. Per the LDR, Chapter 7.S, Article II, Section C.2. Ficus is not an allowable species for landscaping. 14 Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. IS Signing, striping and pavement markings shall conform to City Standard B- 98001 Accordingly a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-I); and c) align the stop bar with the stop sign t NE Sth Avenue. 16. Indicate how the loading zone will be accessed. This will be a difficult location for trucks to pull into, or back into and out of (LDR, Chapter 2, Section 11.J). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.e.. restaurant, hospital, convenience store, etc.), the identification of a loading zone is not required (LDR, Chapter 2, Section 6). 17 Show written and graphic scale on all sheets. 18. Sl. Augustine or Floratam sodding is normally specified on irrigated sites. 19 Where possible, Live Oaks on east and north property lines would be better placed ten (10) feet from the property line to allow for future growth and maintenance. 20. Cocoplum hedges along the north and south parking spaces can make it difficult to get in and out of vehicles. BUILDING DNISION Comments: 21 Add to the building that is depicted on the drawing titled site plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4 1.2, 4.3. 22. On the floor plan drawings, add a labeled symbol that identifies the location 1ST REVIEW COMMENTS 03/11/02 4 DEPARTMENTS INCLUDE REJECT of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2,4.3. 23 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-I. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 24 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 1997 edition of the Standard Building Code. 25 Specify on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 26. Indicate on the site plan within the floor area of the new and existing building the primary use of the structure/facility. 27 Indicate on the floor plan drawing within the footprint of the building the primary use of the structurelfacility If the building is an expansion of an existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility. 28. Identify on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifying building setbacks. Therefore, identify the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 29 At time of permit review, submit signed and sealed working drawings of the proposed construction. 30. At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the allev. rilzht-of-wav or easement. 31 Add to the submittal a partial elevation view drawing of the proposed perimeter fence and wall. Identify the type of the fence material and the type of material that suooorts the fence. including the tvoical distance between 1ST REVIEW COMMENTS 03/11/02 5 . " DEPARTMENTS INCLUDE REJECT supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and height of the fence shall comoly with the fence rel!Ulations specified in the Zoninl! Code PARKS AND RECREATION Comments: None FORESTER/ENVIRONMENTALIST Comments: 32. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: (I) 8" diameter Seagrape tree (I) 16" diameter Norfolk Pine (I) 24" Cabbage Palm, and (I) 16" Cabbage Palm (I) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. PLANNING AND ZONING Comment<: 33. Indicate the Land Use desi<mation of the parcels under site data. 34 The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 35 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 36. Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D 1 ). 37 Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes. 38. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article IT, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article IT, Section 5.G.). Provide one (1) signature tree, such as Yellow Elder, Tibouchina Granulosa, or 1ST REVIEW COMMENTS 03/11/02 6 DEPARTMENTS INCLUDE REJECT Bougainvillea at the project entrance. 39 The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 40 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 41 Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip of land not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (112) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail. and Royal (Chapter 7.5, Article II, Section S.M.). 42. Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 43 Provide a standard parking space detail showing all dimensions in accordance with drawing No. B-900l2. 44 Site lighting must satisfy the minimum average light level of one (I) foot candle (Chapter 23, Article II A.1.a.). 45 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 46. No signage was submitted with these plans. Any proposed sign will require separate review and approval. 47 Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5.H. I ). 48. Above ground mechanical equipment such as exterior meters, utility boxes and transformers shall be visually screened (Chapter 9, Section 10.CA ). E,,!uipment placed on the walls of the building shall be painted to match the building color 49 Provide elevations for the North and South fayades. 50. The site Dlan indicates a 6-foot masonrY wall on the western oroDertv 1ST REVIEW COMMENTS 03/11/02 7 , . DEPARTMENTS INCLUDE REJECT serving as a buffer wall between the commercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. 51 See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6,D., oal!e 24 in Code Book. MWRlsc S:IPlanningISHARED\V\PIPROJECTSIDale 8, 8ailey.lncl1ST REVIEWCOMMENTS,doc 15t REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION 0~K/ Project name: Dale B. Bailey File number MSPM 02-D02 Reference: 1 "review plans identified as MSPM 02-002 with a Februarv 6. 2002 Planning and Zoning Department date stamp markin~ , . DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: I Public Works has no objections to the applicants request to use residential trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart is recommended. Please note on the plans the storage location for the trash cart. PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. The site plan reflects a ten (10) foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 3 Wastewater collection serving his property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or indicate applicant's proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article IT, Section C.2 Ficus is not an allowable species for landscaping. 4 All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees and/or hedges 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. LDR, 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 5 Fire flow calculations are required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the reauirement imposed bv insurance underwriters, whichever is lITeater 1ST REVIEW COMMENTS 03/11/02 2 , . DEPARTMENTS INCLUDE REJECT (see CODE Section 26-l6(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existinl? or nronosed fir hydrant. FIRE Comments: 6. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 feet apart and the ,/ remotest part of any structure shall be no more than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 7 Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an /' Administrative Order dated May 9, 2001, that provides the minimum oerfonnance for all securitv l?ates and emergency access. POLICE Comments: None ENGINEERING DIVISION Comments: 8. It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing and proposed elevations at the site entrance showing that storm water runoff will not be directed off-site. 9 Provide additional information regarding the note stating "New street and swale improvements by City" 10 Provide typical sections for swales and paving (required at the time of permitting). 11 A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section I I, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A will be reauired at the time of oermittinl? There were no conflicts noted between 1ST REVIEW COMMENTS 03/11/02 3 . . DEPARTMENTS INCLUDE REJECT landscaping and lighting. 12. Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. The curb should also be shown on the drainage plan and landscape plan. 13 A new ficus hedge is shown in the landscape plan, within the assumed utility easement along the west property line. Per the LDR, Chapter 7.5, Article II, Section C.2. Ficus is not an allowable species for landscaping. 14 Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. 15 Signing, striping and pavement markings shall conform to City Standard B- 9800 I Accordingly" a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign t NE 5th Avenue. 16. Indicate how the loading zone will be accessed. This will be a difficult location for trucks to pull into, or back into and out of (LDR, Chapter 2, Section 11.I). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.e.. restaurant, hospital, convenience store, etc.), the identification of a loading zone is not required (LDR, Chapter 2, Section 6). 17 Show written and graphic scale on all sheets. 18. St. Augustine or Floratam sodding is normally specified on irrigated sites. 19 Where possible, Live Oaks on east and north property lines would be better placed ten (10) feet from the property line to allow for future growth and maintenance. 20 Cocoplum hedges along the north and south parking spaces can make it difficult to l1:et in and out of vehicles. BUILDING DNISION Comments: 21 Add to the building that is depicted on the drawing titled site plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4.1.2, 4.3 22. On the floor plan drawinl1:s, add a labeled svrnbol that identifies the location 1ST REVIEW COMMENTS 03/11102 4 , . DEPARTMENTS INCLUDE REJECT of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2,4.3 23 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-I. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 24 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 1997 edition of the Standard Building Code. 25 Specify on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 26. Indicate on the site plan within the floor area of the new and existing building the primary use of the structure/facility. 27 Indicate on the floor plan drawing within the footprint of the building the primary use of the structure/faciIity. If the building is an expansion of an existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility. 28. Identify on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifying building setbacks. Therefore, identify the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 29 At time of permit review, submit signed and sealed working drawings of the proposed construction. 30 At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the alley. rif!ht-of-wav or easement. 31 Add to the submittal a partial elevation view drawing of the proposed perimeter fence and wall. Identify the type of the fence material and the type of material that suooorts the fence. including the tvoical distance between 1ST REVIEW COMMENTS 03/11/02 5 , . DEPARTMENTS INCLUDE REJECT supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and height of the fence shall comply with the fence regulations specified in the Zoning Code PARKS AND RECREA nON Comments: None FORESTER/ENVIRONMENT ALIST Comments: 32. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: (I) 8" diameter Seagrape tree (1) 16" diameter Norfolk Pine (I) 24" Cabbage Palm, and (I) 16" Cabbage Palm (I) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. PLANNING AND ZONING Comments: 33 Indicate the Land Use desi1!Ilation of the parcels under site data. 34. The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 35 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 36. Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D I ). 37 Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes. 38. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (I) si1!Ilature tree, such as Yellow Elder, Tibouchina Granulosa, or 1ST REVIEW COMMENTS 03/11/02 6 DEPARTMENTS INCLUDE REJECT Bougainvillea at the project entrance. 39 The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 40. On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 41 Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in leng1h. This foundation landscaping shall be placed in a strip ofIand not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chapter 7.5, Article II, Section S.M.). 42. Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 43 Provide a standard parking space detail showing all dimensions in accordance with drawing No. B-900 12. 44 Site lighting must satisfy the minimum average light level of one (I) foot candle (Chapter 23, Article II A.La.). 45 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 46. No signage was submitted with these plans. Any proposed sign will require separate review and approval. 47 Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5.H.l ). 48. Above ground mechanical equipment such as exterior meters, utility boxes and transformers shall be visually screened (Chapter 9, Section 10.CA.). E<juipment placed on the walls of the building shall be painted to match the building color 49 Provide elevations for the North and South fat;ades. 50. The site olan indicates a 6-foot masonrY wall on the westem orooertv 1ST REVIEW COMMENTS 03/11/02 7 , I DEPARTMENTS INCLUDE REJECT serving as a buffer wall between the conunercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. 51 See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6.D., nage 24 in Code Book. MWRJsc S:\Planning\SHARED\'M'\PROJECTS\Dale B. Baile~ Inc\1ST REVIEWCOMMENTS.doc 15t REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION rl-I/~ '~1(r' Project name: Dale B. Bailey File number. MSPM 02-D02 Reference: I 'treview plans identified as MSPM 02-002 with a February 6.2002 Planning and Zoning Department date stamp marking " DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: I Public Works has no objections to the applicants request to use residential trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart is recommended. Please note on the plans the storage location for the trash cart. PUBLIC WORKS - Traffic Comments: None UTILITIES Comments: 2. The site plan reflects a ten (IO) foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 3 Wastewater collection serving his property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or indicate applicant's proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article II, Section C.2 Ficus is not an allowable species for landscaping. 4 All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees and/or hedges 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. LDR, 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 5 Fire flow calculations are required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed bv insurance underwriters, whichever is greater 1ST REVIEW COMMENTS 03/11/02 2 . , DEPARTMENTS INCLUDE REJECT (see CODE Section 26-16(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or prooosed fir hvdrant. FIRE Comments: 6. Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 feet apart and the remotest part of any structure shall be no more than 200 feet from a hydrant. Connections shall be to mains no less than six (6) inches in diameter. In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. 7 Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an Administrative Order dated May 9, 200 I, that provides the minimum performance for all security gates and emergencv access. POLICE~ , -- Comments: None ENGINEERING DIVISION Comments: 8. It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. Please provide an engineer's certification on the drainage plan as specified in the LDR, Chapter 4, Section 7.F.2., and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing and proposed elevations at the site entrance showing that storm water runoff will not be directed off-site. 9 Provide additional information regarding the note stating "New street and swale improvements by City" 10 Provide typical sections for swales and paving (required at the time of permitting). II A lighting plan including photo metrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section I I, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A will be required at the time of permitting. There were no conflicts noted between 1ST REVIEW COMMENTS 03/11/02 3 , , DEPARTMENTS INCLUDE REJECT landscaping and lighting. 12. Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. The curb should also be shown on the drainage plan and landscape plan. 13 A new ficus hedge is shown in the landscape plan, within the assumed utility easement along the west property line. Per the LDR, Chapter 7.5, Article II, Section C.2. Ficus is not an allowable species for landscaping. 14. Indicate, by note, that the new six (6) foot masonry wall color and finish will match that of the adjacent buildings. 15 Signing, striping and pavement markings shall conform to City Standard B- 9800 I Accordingly- a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign t NE 5th Avenue. 16. Indicate how the loading zone will be accessed. This will be a difficult location for trucks to pull into, or back into and out of (LDR, Chapter 2, Section I I .J). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.e.. restaurant, hospital, convenience store, etc.), the identification of a loading zone is not required (LDR, Chapter 2, Section 6). 17 Show written and graphic scale on all sheets. 18. St. Augustine or F10ratam sodding is normally specified on irrigated sites. 19 Where possible, Live Oaks on east and north property lines would be better placed ten (10) feet from the property line to allow for future growth and maintenance. 20 Cocoplum hedges along the north and south parking spaces can make it difficult to get in and out of vehicles. BUILDING DIVISION Comments: 21 Add to the building that is depicted on the drawing titled site plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4.1.2, 4.3. 22. On the floor plan drawinl!s, add a labeled symbol that identifies the location 1ST REVIEW COMMENTS 03/11102 4 , . DEPARTMENTS INCLUDE REJECT of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2, 4.3 23 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-I. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 24 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 1997 edition of the Standard Building Code. 25 Specify on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 26. Indicate on the site plan within the floor area of the new and existing building the primary use of the structure/facility. 27 Indicate on the floor plan drawing within the footprint of the building the primary use of the structure/facility If the building is an expansion of an existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility. 28. Identify on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifying building setbacks. Therefore, identify the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 29 At time of permit review, submit signed and sealed working drawings of the proposed construction. 30 At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the allev. riflht-of-wav or easement. 31 Add to the submittal a partial elevation view drawing of the proposed perimeter fence and wall. Identify the type of the fence material and the type of material that SUDDorts the fence. including the tvoical distance between 1ST REVIEW COMMENTS 03/11/02 5 , . DEPARTMENTS INCLUDE REJECT supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and height of the fence shall complv with the fence regulations specified in the Zoning Code PARKS AND RECREATION Comments: None FORESTER/ENVIRONMENT ALIST Comments: 32. The applicant should indicate on the landscape plans that the five (5) existing trees shown as: (I) 8" diameter Seagrape tree (1) 16" diameter Norfolk Pine (I) 24" Cabbage Palm, and (1) 16" Cabbage Palm (1) 8" Tropical Tree will be preserved in place, relocated, or removed/replaced on the site. PLANNING AND ZONING Comments: 33. Indicate the Land Use designation of the parcels under site data. 34. The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. 35 Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). 36. Submit a color samplelswatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D 1 ). 37 Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes. 38. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (1) signature tree, such as Yellow Elder, Tibouchina Granulosa, or 1ST REVIEW COMMENTS 03/11/02 6 , , DEPARTMENTS INCLUDE REJECT Bougainvillea at the project entrance. 39 The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. 40 On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). 41 Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip ofIand not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chapter 7.5, Article II, Section S.M.). 42. Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. 43 Provide a standard parking space detail showing all dimensions in accordance with drawing No. B-900l2. 44 Site lighting must satisfy the minimum average light level of one (I) foot candle (Chapter 23, Article II A.La.). 45 Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. 46. No signage was submitted with these plans. Any proposed sign will require separate review and approval. 47 Indicate the 10-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5 .H. I ). 48. Above ground mechanical equipment such as exterior meters, utility boxes and transformers shall be visually screened (Chapter 9, Section I O.CA ). E~uipment placed on the walls of the building shall be painted to match the building color 49 Provide elevations for the North and South fayades. 50. The site plan indicates a 6-foot masonrv wall on the westem propertY 1ST REVIEW COMMENTS 03/11102 7 , . DEPARTMENTS INCLUDE REJECT serving as a buffer wall between the commercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. 51 See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6.D., page 24 in Code Book. MWRlsc S:IPlanningISHAREDI'M'IPROJECTSIDale B. Bailey, Incl1ST REVIEWGOMMENTS.doc lJEPARTMENT OF DEVELOPMENT MEMORANDUM NO. PZ 02-029 TO' TRC MEMBERS Bob Borden, Deputy Fire Marshal ~ Kevin Hallahan, Forester/Environmenti;ll[.stc..---- John Huntington, Police Department ../ H. David Kelley Jr., Utilities Department ../ Timothy K. Large, Building Division .-/ Ken Hall, (Engineering) Public W..orks-General ~ John Wildner, Parks Division ,/ Laurinda Logan, Engineering Depa~/ Lusia Galav, Planning Department FROM: fY) 1.>i2- Michael W Rumpf Director of Planning and Zoning DATE. February 7, 2002 RE. SITE PLAN REVIEW PROCEDURES 1ST Review - Major Site Plan rvtodification Project - Dale B. Bailey, Inc. Location - 315 NE 5th Avenue Agent Dale Bailey File No. MSPM 02-002 Find attached for your review the plans and exhibits for the above-referenced project. Please review the plans and exhibits and transmit formal written comments. Comments should be made available via e-mail to Sherie Coale and I no later than 5:00 P.M. on. Fridav March 1. 2002. When preparing your comments, please separate them into two categories; code deficiencies with code sections referenced and recommendations that you believe will enhance the project. Adhering to the following review guidelines will promote a comprehensive review and enable the applicant to efficiently obtain Technical Review Committee approval: 1 Use the review standards specified in Part IV, Land Development Regulations, Site Plan Review and the applicable code sections of the Code of Ordinances to review and formulate comments. 2. The documents submitted for the project were determined to be substantially complete with the exception of traffic data, however, if the data provided to meet the submittal requirements is insufficient to properly evaluate and process the project based on the review standards or the documents show code deficiencies, additional data andlor corrections should be requested by the reviewer by contacting Lusia Galav, or myself 3. Each comment shall reference the section of the code that is incorrectly depicted on the documents. 4 Technical Review Committee member(s) shall identify in their comments when the plans depict or when the location and installation of their departmental required improvements may conflict with other departmental impro\ements. ,'age 2 5. When a TRC Member finds a code deficiency that is outside of hislher review responsibility, the comment and the specific code section may be included in their review comments with the name of the appropriate TRC Member that is responsible for the review specified. 6. If a TRC member finds the plans acceptable, helshe shall forward a memorandum, within the time frame stated above, to me. The memorandum shall state that the plans are approved and that they do not have any comments on the plans submitted for review and that they recommend the project be forwarded through the approval process. All comments shall be typed, addressed and transmitted or e-mailed to Sherie Coale and I for distribution to the applicant. Please include the name and phone number of the reviewer on this memorandum or e- mail. Lusia Galav will be the Planning and Zoning staff member coordinating the review of the project. First review comments will be transmitted to the applicant along with a list of Technical Review Committee (TRC) members. MWR:lg Attachment XC: Steve Gale, Fire Marshal Marshall Gage, Police Department John Guidry, Utilities Director To Be Determined,Director of Engineering Don Johnson, Building Division Central File S:\Planning\SHARED\WP\PROJECTS\Dale B. Bailey, Inc\TRC Memo for 1st Plans Review .doc Revised 1/14/02 --. DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 02-028 FROM Michael W Rumpf Director of Planning and ~ Timothy K. Large ~) TRC Member/Building Division TO' DATE. February 13, 2002 SUBJECT Project - Dale B. Bailey, Inc. File No. - MSPM 02-002 We have reviewed the subject plans and recommend that the request be forwarded for Board review with the understanding that all remaining comments will be shown in compliance on the working drawings submitted for permits. BuildinQ Division (Site Specific and Permit Comments) - Timothv K. Larae (561) 742-6352 1 Add to the building that is depicted on the drawing titled site plan a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. Florida Accessibility Code for Building Construction, Section 4 1.2, 4.3. 2. On the floor plan drawings, add a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. Florida Accessibility Code for Building Construction, Section 4 1.2, 43 3. The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-1 However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to the building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 4 Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 1997 edition of the Standard Building Code. 5. Specify on the plan the existing and proposed occupancy classification as defined in the 1997 edition of the Standard Building Code including the Boynton Beach Amendments to the building code (Ordinance #99-16). Changing the occupancy classification of a building will require that the building comply with Chapter 34 of the Standard Building Code. 6 Indicate on the site plan within the floor area of the new and existing building the primary use of the structurelfacility 7 Indicate on the floor plan drawing within the footprint of the building the primary use of the structure/facility If the building is an expansion of an existing building, indicate with the footprint of the new and existing building the primary use of the structure/facility 8. Identify on the site plan drawing the actual distance that the building is set back from the north, east, south and west property lines. Please note that overhangs, covered walkways, canopies, awnings or other appurtenances that are attached to the building shall be considered when identifying building setbacks. Therefore, identify the width of the proposed overhangs, covered walkways, canopies, awnings, and/or other roofed areas that extend out beyond the main walls of the building. The building setbacks shall comply with setback regulations specified in the Zoning Code. 9 At time of permit review, submit signed and sealed working drawings of the proposed construction. 10 At time of permit review, submit a copy of the recorded resolution that verifies the abandonment of the allev, riaht-of-wav or easement. 11 Add to the submittal a partial elevation view drawing of the proposed perimeter fence and wall. Identify the type of the fence material and the type of material that supports the fence, including the typical distance between supports. Also, provide a typical section view drawing of the fence that includes the depth that the fence supports are below finish grade and the height that the fence is above finish grade. The location and height of the fence shall comply with the fence regulations specified in the Zoning Code. bf S/Development/Building Code AdministratortrRC/02/Dale B. Bailey / CITY OF BOYNTON BEACH Fire and Life Safety Division 100 East Boynton Beach Blvd. PO Box310 Boynton Beach, Florida 33425-0310 PLAN REVIEW COMMENTS For review of" MSPM 02-002 1st review-fire Project Name and Address: Dale B. Bailey. Inc. 315 NE 5th Avenue Reviewed by' Rodaer Kemmer. Fire Plans Examiner/Fire Insoector Department: Fire and Life Safety Phone: (561) 742-6753 Comments to: Sherie Coale by email on 2/12/02 CODE REQUIREMENTS Design documents shall demonstrate compliance with LDR Chapter 6, Section 16, which provides requirements for hydrants. Hydrants in commercial applications shall be no more than 300 ft. apart and the remotest part of any structure shall be no more than 200 ft. from a hydrant. Connections shall be to mains no less than 6 inches in diameter In addition to domestic requirements at a residual pressure of not less than 20 psi, a fire flow of at least 1500 gpm is required. Pursuant to City Ordinance 9-3F, the Fire Marshal has developed an Administrative Order dated May 9, 2001, that provides the minimum performance for all security gates and emergency access. cc: Steve Gale Bob Borden / Planninl! Memorandum: Forester I Environmentalist To: Lusia Galav, Senior Planner From: Kevin J Hallahan, Forester I Environmentalist Subject: Dale B. Bailey, Inc. MSPM 02-002- 1 st Review Date: February 26, 2002 The applicant should indicate on the landscape plans that the 5 existing trees shown as: 1 (1) 8"diameter Seagrape tree 2. (1) 16" diameter Norfolk Pine 3 (1) 24" Cabbage Palm, and (1) 16" Cabbage Palm 4 (1) 8" Tropical Tree will be preserved in place, relocated, or removed I replaced on the site. The project should continue in the normal review process. Kjh File ./ CIfY OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM TO' Michael W Rumpf DATE. Dir of Planning & Zoning 2/1 5/02 FILE. MSPM 02-002 FROM. Off. John Huntington Police Department CPTED Practitioner SUBJECT Dale B. Baily, Inc. REFERENCES: Site Plan ENCLOSURES. I have viewed the above building plans and have the following comments: No Comments. ./ . ------ DEPARTMENT OF PUBLIC WORKS It" ENGINEERING DIVISION If/Pl.'! "< '~. MEMORANDUM ,0;1 .... 02-038 1.</ [fl. , v ,. .,~ ~ "'-.., " ; : (j ...; TO' Michael W Rumpf, Director of Planning and Zoning ''''... ,~ "",' FROM. Laurinda Logan, P.E., Civil Engineer February 27, 2002 ~ Dale B. Bailey, Inc. Major Master Plan Modifications Review Comments File No. MSPM 02-002 DATE. RE. I have reviewed the above referenced Site Plans, forwarded to me on February 11, 2002, against the Master Plan Review requirements outlined in the City of Boynton Beach Code of Ordinances. Following are my comments with the appropriate Code and Land Development Regulations (LDR) referenced. PUBLIC WORKS Code Requirements 1 Public Works has no objections to the applicant's request to use residential trash cart(s) in lieu of a dumpster at this location. A minimum 90 gallon cart is recommended. Please note on the plans the storage location for the trash cart. ENGINEERING Code Requirements 1 It appears the designer has reduced the total impermeable area on the property and increased/improved landscaping and water retention on this site and will meet all LDR requirements. However, please provide an engineer's certification on the Drainage Plan as specified in the LDR, Chapter 4, Section 7.F.2, and design data for site drainage as specified in the LDR, Chapter 6, Article IV, Section 5 Additionally provide existing and proposed elevations at the site entrance showing that stormwater runoff will not be directed off-site. 2. Provide additional information regarding the note stating "New street and swale improvements by City" 3 Provide typical sections for swales and paving (required at the time of permitting). Department of Engineering Memo #02-038 Re: Dale B. Bailey, Inc. February 27,2002 Page 2 4 A Lighting Plan including photometrics, pole wind loading, and pole details in conformance with the LDR, Chapter 6, Article IV, Section 11, Chapter 23, Article I, Section 5.B.7 and Chapter 23, Article II, Section A will be required at the time of permitting. There were no conflicts noted between landscaping and lighting. 5 Landscaped areas shall be protected from vehicular encroachment by a continuous, raised curb (LDR, Chapter 7.5, Article II, Section 5.A. and Chapter 22, Article II, Section E.). The site plan indicates curb around a portion of the landscaped areas. The amount of curb needs to be extended. Curb is also to be shown on the drainage plan and landscape plan. 6. A new Ficus hedge is shown in the Landscape plan, within the assumed utility easement along the west property line. Per the LDR, Chapter 7.5, Article II, Section C.2. Ficus is not an allowable species for landscaping. 7 Indicate, by note, that the new 6 foot masonry wall color and finish will match that of the adjacent buildings. 8. Signing, striping and pavement markings shall conform to City Standard B-98001 Accordingly' a) modify the width of the double striping; b) revise the color of the handicap accessible route striping from blue to white (Sheet SP-l); and c) align the stop bar with the stop sign at NE 5th Avenue. 9 Indicate how the loading zone will be accessed. This will be a difficult location for trucks to pull into, or back into and out of (LDR, Chapter 2, Section II.J). Recommend adding a drive into the northeast landscaped area for delivery truck maneuvering into the loading area. If the proposed development does not require the receipt and distribution of materials (i.e.. restaurant, hospital, convenience store, etc.), the identification of a loading zone is not required (LDR, Chapter 2, Section 6). Recommendations and Comments 1 Show written and graphic scale on all sheets. 2. St. Augustine or Floratam sodding is normally specified on irrigated sites. 3 Where possible, Live Oaks on east and north property lines would be better placed 10 foot off the property line to allow for future growth and maintenance. 4 Cocoplum hedges along the north and south parking spaces can make it difficult to get in and out of vehicles. Department of Engineering Memo #02-038 Re: Dale B. Bailey, Inc. February 27,2002 Page 3 UTILITIES Code Requirements 1 The Site Plan reflects a 10-foot abandoned alley right-of-way along the north property line, yet neither the attached survey nor the City's records indicate this to be correct. We show this alley to contain a 2-inch water main, which serves this property site, as well as others. Provide evidence that the alley has been abandoned even though a live utility utilizes this easement. 2. Wastewater collection serving this property is along the west property line; no utility easement is shown to contain this link. Reflect its existence or indicate applicant's proposal to dedicate a utility easement to the City Additionally, a new Ficus hedge is shown in the Landscape plan, within the assumed utility easement. Per the LDR, Chapter 7.5, Article II, Section C.2. Ficus is not an allowable species for landscaping. 3 All utility easements shall be shown on the rectified site plan and landscaping drawings so that we may determine which trees and/or hedges 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. LDR, 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 4 Fire flow calculations are required demonstrating the City Code requirement of 1,500 g.p.m. as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (see CODE Section 26-16(a)). Since no fire hydrants are readily available to this property, demonstrate how this will be accomplished. 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. xc: Jeff Livergood, P.E., Director, Public Works Pete Mazzella, Assistant to Director, Utilities H. David Kelley, Jr., P.E.I P.S.M., Utility Engineer, Engineering Glenda Hall, Maintenance Supervisor, Parks File S:\Engineering\Dostal\ENGINEERING\Dale B. Bailey Review Comments Memo #02-038.doc F (c .Y\ \,-<:"x, H:.~i\ '2J:: '="i [( :~ SITE PLAN REVIEW COMMENTS FOR ENGINEERING AND PUBLIC WORKS Dale Bailev (315 N.E.5th Ave.) ,Add a note to the plans that the striping, markings and signage shall conform to city standard drawing B-98001 )Y1odify the width of the double striping accordingly and the color of the Hie access path \, striping from blue to white. / Align the stop bar with the stop sign at N.E.5th Ave. DOT standards. ---"I>- If the proposed development does not require the receipt and distribution of materials,(ie; restaurant, hospital, convenience store, etc.) the identification of a loading zone is not required. Chapter 2, section 6.-2- v-Provide additional elevations at the entrance to show that stormwater runoff will not run off-site. Add "D" curbing along the east side of the driveway to prevent encroachment by vehicles " _ 1'-, in the H/~ stall when backing out. It is also recommended that the location of the light CC"Y,:.{: .. " a pole III thIS area be moved eastward to aVOid vehIcular conflICt. I?'-( re4L1lnotLA<1 (rt,,\d.-XO{li:-,' cu<,c~~, (~Hb iV\'J ,v .IShow all proposed curbing on the landscape plans for clarity J Specify that the 6'stucco wall color will match that of the abutting buildings. x; Obtain a variance for the west, side setback and the rear setback. h--f f'~ Z. oll--'Provide construction drawings by the city for the development ofN.E.5th Ave. -;::r::::kl L'Z ~ ~ IX.b ;\\cK.\-/ (.lVl!tCV WIll n~ L l ~ (; ~-+C\_..I..-S _l+<2>~~ ~'\:...n ""'f\ Of>&.;; r-"<:'l(\'::1--/ trI-'>tcAV FI L<C"""> hc.:>+ OL~\\.iu:.'(: tl LDI2..,. -, c;" II. ,L l-. = / w \~ ,<:,Cl.,Sc- "P<'<~::::.:t '2;lc~_ L+: 0'< C' \7 \<'IS c<>i\J [;"ST -+ (\j~\ \+- W02S \.Jv(C,,--,-~ ;2.<: ~'.:,''',:<.. \e:' 'c~ '?'f'\CCY"c~,' 'J '--+:<:\)'2- ~ ,; <i=,^,,~'i:.- ~\-t+" -;- \\'J\-=rv,"'-x>f\-1\JcL / Cocco 9LW'<l \W~~",,,,S f)-L<:',\\jG e :t'-O~- '\>1+R\"-14:-C'tiG G...-"'ftC5;S ~"r\V \'i\Jt~'Z :.+=, -::i)+:E'-;-:;:::~C\ \0 G,'?, ~'Ci)/DU\ c.o..r D'i' \\",,0_'-'<$ Vn:."Y\ (Ollo'IC.LL \ -+cU \ Z,2'SILL R c .--<7YYVY>C.()c:1 ~cJ.n ct ~L Ve- -tv Clt,Lo"W o{f -ztr<<< I'Y10flC(l;\1V!Vl{j tv locuLt':J 'U.-'1"-a / Dale B. Bailey NWSP 02-002 1s, Review Planning March 7, 2002 Indicate the Land Use designation of the parcels under site data. The site plan must identify the future Land Use designation as defined by the City's Comprehensive Plan for adjacent properties. Include a color rendering of all elevations prior to the Community Redevelopment Agency Board meeting (Chapter 4, Section 7.D.2.). Submit a color sample/swatch of all major exterior finishes. Each sample and/or elevation shall include the manufacturer's name and color code (Chapter 4, Section 7.D I ). Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes. Landscape at project entrances shall contain a minimum of two (2) colorful shrub species on both sides of the entrance and a signature tree (Chapter 7.5, Article II, Section 5.N.) Note that signature trees do not contribute toward the total number of required perimeter trees or parking area interior landscaping (Chapter 7.5, Article II, Section 5 G.). Provide one (I) signature tree, such as Yellow Elder, Tibouchina Granulosa, or Bougainvillea at the project entrance. The signature tree shall have a minimum of six (6) feet of clear trunk to preserve the clear sight area. On the site of a building or structure or open lot use providing an off-street parking area or other vehicular use area, such area shall be provided with a landscaped barrier, preferably a hedge not less than 4' nor greater than 6' in height to form a continuous screen between the off-street parking area or the other vehicular use area and such abutting property (Chapter 7.5, Article II, Section 5.E.). Provide additional landscaping along the foundation of the east elevation where the wall is void of windows, awnings, or doorways for more than 25 feet in length. This foundation landscaping shall be placed in a strip ofIand not less than five (5) feet in width. It shall contain colorful shrub and groundcover compatible with perimeter landscaping. In addition, the height of trees when planted shall be a minimum of one-half (1/2) the building height at the time of planting. Eligible palm tree species include the following: Pygmy Date Palm, Paurotis, Adonida, Foxtail, and Royal (Chapter 7.5, Article II, Section S.M.). Provide a traffic statement, which provides a comparison of trip generation between the existing use and the proposed use. Provide a standard parking space detail showing all dimensions in accordance with drawing No. B-900l2. Site lighting must satisfy the minimum average light level of one (I) foot candle (Chapter 23, Article II A.I.a.). Provide a detail of the outdoor lighting structures, including the dimensions, color, and material. No signage was submitted with these plans. Any proposed sign will require separate review and approval. Indicate the IO-foot site triangles at the entranceway (Chapter 7.5, Article II, Section 5.H.! ). Above ground mechanical equipment such as exterior meters, utility boxes and transformers shall be visually screened (Chapter 9, Section 10 CA ). Equipment placed on the walls of the building shall be painted to match the building color Provide elevations for the North and South fa9ades. The site plan indicates a 6-foot masonry wall on the westem property, serving as a buffer wall between the commercial and residential district is aligned with the building wall. The wall as proposed is not permitted by code. Revise plans or request and obtain relief from the code requirement. See Statement of Interpretation regarding permitted uses. Chapter 2, Section 6.D., page 24 in Code Book. J:\SHRDA T AIPlanning\SHARED\WPIPROJECT$lDale B. Bailey, InclMSPM 02-002\Planning ht review doc Coale, Sherie From: Sent: To: Subject: Wildner, John Monday, March 04, 200210:42 AM Coale, Sherie RE. Comments for Dale B. Bailey & Cafe La Notte Sherie - Sorry about that, the Parks Department has John -----Original Message----- From: Coale, Sherie Sent: Monday, March 04, 2002 9:56 AM To: Wildner, John Cc: Galav, Subject: Good morning John, I am looking for any comments you may have regarding the above projects, especially Cafe La Notte. Please let me know your concerns on both of these as soon as possible. Thank you, Sherie 1 Dale B. Bailey, Inc. Boynton Beach. Florida DRAINAGE CALCULATIONS BY FLORIDA CONSULTING ENGINEERS, INC. ~h.lf'(ll~ fuy '1ouv h I-t:s - ih:.."f \NlIl k r~ dolt''') C;iVCil~ cUt>ltjVl (:t.t1d.. CcUU,j LtC ( Slzz/oz.. @~ Zuhair M. Jalloul. PE. FL Registration No. 35416 May 20.2002 Florida Coosutting Engineers, Inc. Dale B. Bailey, Inc. DATE: 5/20/2002 Boynton Beach. Florida Site Data A. Existing Proposed Net Acreages Site Site Difference Total Area= Acres 0.3718 0,3718 0,0000 Buildinas (Roofl: Acres 0.0531 0.0531 0,0000 Roads and Parkinn= Acres 0,0076 0,1073 0.0997 Lak.es= Acres 0.0000 0.0000 0.0000 Pervious= Acres 0,3111 0,2114 -0.0997 Soil Storaae inches 5.2900 5.2900 0.0000 Site Soil Storage inches 4.4264 3.0078 -1,4185 B. Water Level Elevations Wet Season Water Table = 2. Average Water Table Elevation= 3. Average Site Elevation= 4. Average depth of Water Table= 5. Soil Storage 9,50 Ft NGVD 10.00 Ft NGVD 16.00 Ft. NGVD (Including the surface of the water) 6.00 Ft 8.18 inches C, Rainfall 10 year one day = 25 year one day = 100 year one day = 10.00 Inches 12.00 Inches 16.00 Inches 10 year three day = 25 year three day = 100 year three day = 13.59 Inches 16.31 Inches 21.74 Inches Design Criteria for Water Quality Quality 1 Minimum required detention volumeis the greater of: a. The first one inch of runoff from the entire site b. The amount of 2.5 inches times the percentage of impervious Computations Quality 1 The first one inch of runoff from site: 1.00 Inch X 0.37 Acres X 1 ft 112 inches 0.03 Ac.-Ft 2. The 2.5 inches times the percent of impervious: 8. Site area for Water Quality (\N.Q.) perviouslimpervious calculations only: Site Area ( Water Area + Roof)= 0.37 ( 0,00 + 0.05) = 0.32 Acres Site W.O. Per/lmper b. Impervious area for water quality pervious/impervious calculations only Site W.Q. Per/lmper Area Pervious 0.32 0,21 = 0.11 Acres Impervious W.O. Per.llmper. c. Percent of Impervious for W.Q.. (Impervious W.Q. 1 Site W.Q.) x100%= 0,111 0.32xl00= 34 % Impervious d. For 2.5 inches times the percentage impervious: 2.5 inches x 0.34 0.84 Inches to be treated e. Volume required for W.Q. detention= Inches to be treated x (Site Area- Lake Area) 0.84 x ( 0,37 0.01 ) /12 = 0.03 3. The required volume for water quality detention is 0.03 Ac.-Ft. VOLUME IN THE PROPOSED RETENTIONISWALE AREA EXCEEDS THE REQUIRED VOLUME FOR WATER QUALITY By: Z.M.J. PRE-POST-CALCS,xls Page 1 of 4 Florida Consulting Engineers, Inc. Dale B. Bailey, Inc. Calculate Stann Runoff: DATE: 5/20/2002 Boynton Beach, Florida SOIL STORAGE Q = Runoff in Inches P = Rainfall in Inches S = Soil Storage (site wide) in Inches = Q1 = Runoff from entire SITe in AC.Ft. Existing Proposed Site Site Inches Inches 443 3.01 Calculated Above Q = (P - (0.2x S))^2 I (P + (0.8 xS)) 01 = 0 x Site Area (Ac.)x 1 Ft/12 in. RUNOFF TABULATION FOR EXISTING AND PROPOSED CONDITIONS Existino Site Pronosed Site Runoff Diffemce P Q exist 01 exist Oprop 01prop 01prop - Q1exist RAINFALL EVENT Inches Inches AC.Ft. Inches AC.Ft. Ac.FI. 9.00 5.25 0.16 6.18 0.19 0.Q3 10 year one day 10.00 6.14 0.19 7.12 0.22 0.03 11.00 7.04 0.22 8.07 0.25 0.03 25 year one day 12.00 7.95 0.25 9.02 0.28 0.Q3 13.00 8.87 0.27 9.98 0.31 0.Q3 10 year three day 13.59 9.42 0.29 10.55 0.33 0.03 14.00 9.81 0.30 10.94 0.34 0.04 15.00 10.75 0.33 11.91 0.37 0.04 100 year one day 16.00 11.69 0.36 12.88 0.40 0.04 25 Year three day 16.31 11.98 0.37 13.18 0.41 0.04 17.00 12.64 0.39 13.86 0.43 0.04 18.00 13.60 0.42 14.83 0.46 0.04 19.00 14.56 0.45 15.81 0.49 0.04 20.00 15.52 0.48 16.79 0.52 0.04 21.00 16.49 0.51 17.78 0.55 0.04 100 year three day 21.74 17.21 0.53 18.51 0.57 0.04 By: Z.M.J. PRE-POST-CALCS.xls Page 2 of 4 Florida Consulting Engineers, Inc. Dale B. Bailey, Inc. STAGE STORAGE CALCULATIONS (PRE~MPROVEMENTSI SITe area - building area = 0.3718 0.0531 0.3187 Acres or Stage Increments (ft) 0.25 S~e Low elevation 15.30 Hiah Eleveva . 17.20 T atal Area AreaTsa:ft~i 13883 13883 SUMMARY Area (acres) 0.319 0.319 Storage TOTAL Stage Elev. (ac.ft.) Stage Elev. (ac.ft.) 15.30 0.00 15.30 0.00 15.55 0.01 15.55 0.01 15.80 0.02 15.80 0.02 16.05 0.05 16.05 0.05 16.30 0.08 16.30 0.08 16.55 0.13 16.55 0.13 16.80 0.19 16.80 0.19 17.05 0.26 17.05 0.26 17.30 0.33 17.30 0.33 17.55 0.41 17.55 0.41 17.80 0.49 17.80 0.49 18.05 0.57 18.05 0.57 18.30 0.65 18.30 0.65 POST~MPROVEMENTS Site area - building area = 0.3718 0.0531 0.3187 Acres or RETENTION AREA TOP AREA AT ELEVATION 16.30 = AREA AT ELEVATION 15.80 = BOTTOM AREA AT ELEV 15.30= 4802 S.F 2999 S.F 1284 S.F Area Between elevations 16.30 and 15.60= Area Between elevations 15.80 and 15.30= STAGE STORAGE CALCULATIONS (POST ~MPROVEMENTS) Stage Increments (ft) Retention Area Site 0.25 Low elevation 15.30 15.30 15.80 16.30 Hinh Elevevati 15.30 15.80 16.30 17.10 Total Area Area 'sn.ft.' 1284 1715 4802 6082 13883 SUMMARY Area (acres) 0.029 0.Q39 0.110 0.140 0.319 Storage Storage Storage Storage TOTAL Stage Elev (ac.ft.) (ac.ft.) (ac.ft.) (ac.ft.) Stage Elev. (ac.ft.) 15.30 0.00 0.00 0.00 0.00 15.30 0.00 15.55 0.01 0.00 0.00 0.00 15.55 0.01 15.80 0.Q1 0.01 0.00 0.00 15.80 0.02 16.05 0.02 0.02 0.01 0.00 16.05 0.05 16.30 0.03 0.03 0.03 0.00 16.30 0.09 16.55 0.04 0.04 0.06 0.Q1 16.55 0.14 16.80 0.04 0.05 0.08 0.02 16.80 0.20 17.05 0.05 0.06 0.11 0.05 17.05 0.27 17.30 0.06 0.07 0.14 0.08 17.30 0.35 17.55 0.07 0.08 0.17 0.12 17.55 0.43 17.80 0.07 0.09 0.19 0.15 17.80 0.51 18.05 0.08 0.10 0.22 0.19 18.05 0.59 18.30 0.09 0.11 0.25 0.22 18.30 0.67 By: Z.M.J. PRE-POST-CALCS.xls DATE: 13883 S.F 13883 S.F 5/2012002 Boynton Beach, Florida 1803 S.F 1715 S.F Page 3 of 4 Florida Consutting Engineers, Inc. Dale B. Bailey, Inc. DATE: 5/20/2002 Boynton Beach, Florida TOTAL STORAGE SUMMARY PRE-IMPRV POST-IMPRV DIFFERENCE Stage Elev. STORAGE (ac.ft.) STORAGE (ac.ft.) (POST-PRE) ac.ft. 15.30 0.00 0.00 0.00 15.55 0.01 0.01 0.00 15.80 0.02 0.02 0.00 16.05 0.05 0.05 0.00 16.30 0.08 0.09 0.00 16.55 0.13 0.14 0.01 16.80 0.19 0.20 0.Q1 17.05 0.26 0.27 0.01 17.30 0.33 0.35 0.01 17.55 0.41 0.43 0.01 17.80 0.49 0.51 0.Q1 18.05 0.57 0.59 0.01 Page 4 of 4 By: Z.M.J. PRE-POST-CALCS.xls Cascade 2001 Version 1 v File 25y-3d pre-Improvements Date May 20, 2002 Page 1 Project Name Dale B Reviewer zj Project Number Period Begin Jan Time Step 0 1 hr, Bailey, Inc---------Pre-Improvements 01, 2000:0000 hr End Jan 04, 2000:0000 hr Iterations 10 Duration 72 hr Basin 1 site Method Santa Barbara unit Hydrograph Rainfall Distribution SFWMD - 3day Design Frequency: 25 year 1 Day Rainfall 12 inches Area 0 3718 acres Ground storage 4 43 inches Time of Concentration 0 15 hours Initial Stage 153ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 15 30 0 00 15 55 0 01 15 80 0 02 16 05 0 05 16 30 0 08 16 55 0 13 16 80 0 19 17 05 0 26 17 30 0 33 Offsite Receiving Body Offsite Time Stage {hrl (ft NGVD) --------- --------- 0 00 15 00 10 00 15 30 20 00 15 30 30 00 15 30 40 00 15 30 50 00 15 3D 100 00 15 30 4000 00 15 30 Structure 1 From Basin Site To Basin Offsite Structure 1ype~ Gravity weir Broad Crested, Crest Elev Bleeder: None Pipe None 15 25 it NGVD, Length 100 ft, Weir r.oef 3 Time (hr) Cumulative Rainfall (in) Instant Runoff (efs) Current Discharge (efs) Cumulat.ive Discharge (acre-ft) Head Water stage (ft NGVD) Tail Water stage (ft NGVD) ~===========~===~==~=-=================-=====~===-====~=======~====-=-========= 0 00 o 00 0 00 3 35 0 00 l' 30 15 00 1 00 o 07 0 00 3 35 0 28 15 30 15 03 2 00 0.15 0 00 3 35 0 55 15 3D 15 06 3 00 0 22 0 00 3 35 0 83 15 30 15 09 4 00 0 29 0 00 3 35 1 11 15 30 15 12 5 00 0 36 0 00 3 35 1 39 15 30 15 15 6 00 0 44 0 00 3 35 1 tSE 15 30 15 18 7 00 0 51 0 00 3 35 1 94 15 30 15 21 8 00 0 58 0 00 3 35 2 22 l' 30 15 24 9 00 0 66 0 00 3 35 2 50 10 30 15 27 Cascade 2001 Versi::m 1 File 25y-3d Pre-Improvements Date May 20, 2002 Page 2 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge stage Stage (h<) ,in) (ctsl (cfs! {acre-ftJ 1ft NGVD) 1ft NGVD) ~-------------------- ,,:=======- ============~===~===~=========-====~========= ----~--- --- --- ---- 10 00 0 73 0 00 0 no 2 74 15 30 15 30 11 00 0 80 0 00 0 00 2 74 15 30 15 30 12 00 0 88 0 00 0 00 " 74 15 30 15 30 13 00 0 95 0 nl; 0 00 - '4 15 30 15 30 14 00 1 02 0 00 0 00 2 74 15 30 15 30 15 00 1 10 0 00 0 00 2 74 15 30 15 30 16 00 1 17 0 00 0 00 2 74 15 30 15 30 17 00 1 24 0 00 0 00 2 74 15 30 15 30 18 00 1 31 0 00 0 00 2 74 15 30 15 30 19 00 1 39 0 01 0 00 0 74 15 30 15 30 ~ 20 00 1 46 0 01 0 00 2 74 15 30 15 30 21 00 1 53 0 01 0 00 2 74 15 30 15 30 22 00 1 61 0 01 0 00 2 74 15 30 15 30 23 00 1 68 0 01 0 00 0 74 15 30 15 30 24 00 1 75 0 01 0 00 2 '4 15 30 15 30 25 00 1 86 0 u1 0 00 2 74 15 30 15 30 26 00 1 96 0 01 0 00 2 74 15 30 15 30 27 00 2 07 0 01 0 00 2 74 15 30 15 30 28 00 0 18 0.02 0 00 0 74 15 30 15 30 " " 29 00 2 28 0 02 0 00 0 74 15 30 15 30 30 00 2 39 0 02 0 00 2 74 15 30 15 30 31 00 2 50 0 02 0 00 2 74 15 30 15 30 32 00 2 60 0 02 0 00 2 74 15 30 15 30 33 00 2 71 0 02 0 00 2 74 15 30 15 30 34 00 2 82 0 02 0 00 2 74 15 30 15 30 35 00 2 92 0 02 0 00 2 74 15 30 15 30 36 00 3 03 0 02 0 Ou 2 "4 15 30 15 30 37 00 3 14 0 02 0 00 :' 74 15 30 15 3D 38 00 3 24 0 02 0 00 2 '4 15 30 15 30 39 00 3 35 0 02 0 00 2 '4 15 30 15 30 40 00 3 46 0 02 0 00 2 74 15 30 15 30 41 00 3 56 0 02 0 00 2 74 15 30 15 30 42 00 3 67 0 02 0 00 :' 74 15 30 15 30 43 00 3 78 0 03 0 00 :' 74 15 30 15 30 44 00 3 88 0 03 0 DO :' 74 15 30 15 30 45 00 3 99 0 03 0 00 2 74 15 30 15 30 46 00 4 10 0 03 0 00 2 74 15 30 15 3D 47 00 4 20 0 03 0 00 - 74 15 30 15 30 48 00 4 31 0 03 0 00 :' 74 15 3Q c5 30 49 00 4 43 0 03 0 00 :' '4 15 30 15 30 50 00 4 55 0 03 0 00 0 74 15 30 15 30 51 00 4 69 0 04 0 00 - '4 15 30 15 30 52 00 4 85 0 05 0 00 :' 74 15 30 15 30 53 00 5 05 0 06 0 00 2 '-:J 15 30 15 30 54 00 5 30 0 07 0 00 2 74 15 30 15 30 55 00 5 60 0 09 0 00 :' '4 15 3D 15 30 56 uO 5 95 0 10 0 00 0 74 15 30 15 30 57 00 6 36 0 13 0 00 :' 74 15 30 15 30 58 00 6 86 0 16 0 00 :' 74 15 30 15 30 59 00 7 54 0 24 0 00 2 74 15 30 15 30 60 00 12 18 2 66 0 00 :' "4 15 30 15 30 61 00 13 51 0 33 0 00 2 "4 15 30 15 30 62 00 14 12 0 20 0 or 0 74 15 3u 15 30 " 63 00 14 51 0 13 0 00 2 74 15 30 15 30 64 00 14.87 0 13 0 00 2 74 15 30 15 30 65 00 15 08 0 08 0 OQ 2 74 15 30 15 30 66 00 15 30 0 08 0 00 2 "4 15 30 15 3D 67 00 15 52 0 08 0 00 ~ 74 15 30 15 30 68 00 15 73 0 08 0 00 0 74 15 30 15 30 69 00 15 88 0 05 0 00 2 74 15 30 15 30 70 00 16 02 0 05 0 00 0 74 15 30 15 30 " 71 00 16 -LE 0 05 0 00 , 74 15 3u 15 30 72 00 16 31 0 05 0 00 2 74 15 30 15 30 STRUCTURE MAXIMUM AND MINI~UM DISCHARGES cascade 2001 Version ~ ~ File 25y-3d Pre-Improvements Date May 20, 2002 =~===~===~===~=============~====~-=-~~-=~~-==~-===-==== Struc Max (cfs) Min (cfs) Time (hr) Time (hr) ============================~=========-==========-===== 1 o 00 3 35 o 00 BASIN MAXIMUM AND MINIMUM STAGBS 10 00 Basin Min (ft) =~==========================~===~==-====~======-=============== Max (ft) Time (hr) Time rhr} Site 15 30 -------~------------------------------~~----------------------- -------------------------------~------- --- -----------------~- o 00 o 00 15 30 BASIN WATER BUDGETS {all units in acre-ft) Page 3 Basin Total Structure Structure Runoff Inflow Outflow =========================-==~=======.~==-===-~=-==========================-===-=== Residual Site o on 2 74 o 37 Ini tial Storage o 00 Final storage -2 38 o 01 Cascade 2001 Versi~n 1 File 25y-3d Post-Improvements Date May 20, 2002 Page 1 Project Name Dale B Reviewer zj Project Number Period Begin Jan Time Step 0 1 hr, Bailey, Inc---------Post-Improvements 01, 2000;0000 hr End Jan 04, 2000;JOOO hr Iterations: 10 Duration 72 hr Basin 1 Site Method Santa Barbara Unit Hydrograph Rainfall Distribution SFWMD - 3day Design Frequency 25 year 1 Day Rainfall 12 inches Area 0 3718 acres Ground Storage 3 01 inches Time of Concentration 0 15 hours Initial Stage 153ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 15 30 0 00 15 55 0 01 15 80 0 02 16 05 0 05 16 30 0 09 16 55 0 13 16 80 0 20 17 05 0 27 17 30 0 35 Offsite Receiving Body Offsite1 Time Stage (hr) (ft NGVD) --------- --------- 0 00 15 00 10 00 15 30 20 00 15 30 30 00 15 30 40 00 15 30 50 00 15 30 100 00 15 30 4000 00 15 30 structure 1 From Basin Site To Basin Offsitel structure Type Gravity weir Broad Crested, Crest Elev Bleeder None Pipe None 163ft NGVD, Length 100 ft, Weir CJef - 3 Time (hr) Cumulative Rainfall (in) Instant Runoff Icfs) Current Discharge Icfs) Cumulativ-e Discharge (acre-ft) Head Water stage (ft NGVD) Tail Water Stage 1ft NGVD) ------------~-~~-----~~-~---------------------------~~~-~ -~----------------~~~ -----------------~-- - -------------------------------------- ~---------~~-~~~~-~ 0 00 0 00 0 00 0 00 0 00 15 30 15 00 1 00 0 07 0 00 0 00 0 00 15 30 15 03 2 00 0 15 0 00 0 00 0 00 15 30 15 06 3 00 0 22 0 00 0 00 0 00 15 30 15 09 4 00 0 29 0 00 0 00 0 00 15 30 15 12 5 00 0 36 0 00 0 00 0 00 15 30 15 15 6 00 0 44 0 00 0 00 0 ;]0 15 30 15 18 7 00 0 51 0 00 0 00 0 00 15 30 15 21 8 00 0 58 0 00 0 00 0 00 15 30 15 24 9 00 0 66 0 00 0 00 0 00 15 30 15 27 Cascade 2001 Version ~ File 25y-3d Post-Improvements Date May 20, 2002 Page 2 --_._~ ---- --------------- --------- _.~- Cumulative Instant Current Cumulative Head Water Tail Water Time Hainfall Runoff Discharge Discharge Stage Stage (hr) ( in) lefs) (cfs) (acre-ft) 1ft NGVD) 1ft NGVDI -----~-~------~ -------------------~ --------------~-------- ------------~ ----- --------- -------------------- ---~----~ --~~---------- ----------~ - 10 00 0 73 0 00 0 00 0 00 15 30 15 30 11 00 0 80 0 00 0 00 0 00 15 31 15 30 12 00 0 88 0 00 0 00 0 00 15 32 15 30 13 00 0 95 0 01 0 00 0 00 15 33 15 30 14 00 1 02 0 01 0 00 0 00 15 34 15 30 15 00 1 10 0 01 0 00 0 00 15 35 15 30 16 00 , 17 0 01 0 00 0 00 15 37 15 30 ~ 17 00 1 24 0 01 0 00 0 00 15 38 15 30 18 00 1 31 0 01 0 00 0 00 15 40 15 30 19 00 1 39 0 01 0 00 0 00 15 42 15 30 20 00 1 46 0 01 0 00 0 00 15 44 15 30 21 00 1 53 0 01 0 00 0 00 15 47 15 30 22 00 1 61 0 01 0 00 0 00 15 49 15 30 23 00 1 68 0 01 0 00 0 00 15 52 15 30 24 00 1 75 0 01 0 00 0 00 15 54 15 30 25 00 1 86 0 02 0 00 0 00 15 58 15 30 26 00 1 96 0 02 0 00 0 00 15 62 15 30 27 00 0 07 0 02 0 CO 0 00 15 67 15 30 28 00 2 18 0 02 0 00 0 00 15 71 15 30 29 00 2 28 0 02 0 00 0 00 15 76 15 30 30 00 2 39 0 02 0 00 0 00 15 80 15 30 31 00 2 50 0 02 0 00 0 00 15 82 15 30 32 00 2 60 0 03 0 00 0 00 15 84 15 30 33 00 2 71 0 03 0 00 0 00 15 85 15 30 34 00 2 82 0 03 0 00 0 00 15 87 15 30 35 00 2 92 0 03 0 00 0 00 15 89 15 30 36 00 3 03 0 03 0 00 0 00 15 91 15 30 37 00 3 14 0 03 0 00 0 00 15 93 15 30 38 00 3 24 0 03 0 00 0 00 15 95 15 30 39 00 3 35 0 03 0 00 0 00 15 97 15 30 40 00 3 46 0 03 0 00 0 00 15 99 15 30 41 00 3 56 0 03 0 00 0 00 16 01 15 30 42 00 3 67 0 03 0 00 0 00 lE 03 15 30 43 00 3 78 0 03 0 00 0 00 16 05 15 30 44 00 3 88 0 03 0 00 0 00 16 0' 15 30 45 00 3 99 0 03 0 00 0 00 16 08 15 30 46 00 4 10 0 03 0 00 0 00 16 10 15 30 47 00 4 20 0 03 0 00 0 00 16 11 15 30 48 00 4 31 0 03 0 00 0 00 16 13 15 30 49 00 4 43 0 04 0 00 0 00 16 15 15 30 50 00 4 55 0 04 0 Oi) 0 00 16 17 15 30 51 00 4 69 0 04 0 00 0 00 16 19 15 30 52 00 4 85 0 05 0 00 0 00 16 21 15 30 53 00 5 05 0 07 0 00 0 00 16 25 15 30 54 00 5 30 0 08 0 00 0 00 16 29 15 30 55 00 5 60 0 10 0 ns 0 Ou i- n 15 30 c 56 00 5 95 0 12 0 on 0 01 16 35 15 30 57 00 6 36 0 14 0 00 0 01 16 42 15 30 58 00 6 86 0 18 0 OJ 0 01 16 51 15 30 59 00 7 54 0 26 0 00 0 01 16 59 15 30 60 00 12 18 2 79 0 00 0 01 It 95 15 30 61 00 13 51 0 34 0 00 0 01 17 19 15 30 62 00 14 12 0 20 0 0'- 0 01 17 2S 15 30 63 00 14 51 0 13 0 00 0 01 17 29 15 30 64 00 14 87 0 13 0 00 0 01 17 32 15 30 65 00 15 08 0 08 0 00 0 01 17 35 15 30 66 00 15 30 J 08 0 00 0 01 17 37 15 30 67 00 15 52 0 08 0 00 0 01 17 39 15 30 68 00 15 73 0 08 0 Oc 0 01 17 41 15 30 69 00 15 83 u 05 0 00 0 01 17 42 15 30 70 00 16 02 0 05 0 00 0 01 17 43 15 30 71 00 16 16 0 05 0 00 0 01 17 45 15 30 72 00 16 31 0 05 0 00 0 01 17 46 15 30 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES cascade 2001 Version ~ File 25y-3d Post-Improvements Date May 20, 2002 Page 3 ------------------------------------~------------------ ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (efs) Time (hr) ======================================================= 1 o 09 54 80 o 00 o 00 BASIN MAXIMUM AND MINIMUM STAGES ==============================-================================ Basin Max 1ft) Time (hr) Min (ft) Time ihr) --------------------------------------------------------------- --------------------------- -- -------------------------------- Site 17 46 72 00 15 30 o 00 BASIN WATER BUDGETS (all units in acre-ft) =================================================================-==========~===- Basin Total Runoff structure Structure Inflow Outflow lnitial Storage Final Storage Residual ====================================-=====-=============~===========~==-========= Site o 41 o 00 o 01 o 00 o 40 o 00 Florida Consulting Engineers, Inc, Dale B. Bailey, Inc. OAT' 5/20/2002 Boynton Beach, Florida SUMMARY OF RESULTS Volume in the proposed retention area exceeds the required 0.03 ac. ft for water quality TOP OF RETENTION ELEV AREA = 16.30 WITH STORAGE VOLUME OF 0.09 ac.ft. FOR 25- YEAR 3-DA Y STORM EVENT (SEE FLOOD ROUTING MODEL RESULTS) PRE.IMPROVEMENTS MAXIMUM DISCHARGE - 3.35 CFS POST-IMPROVEMENTS MAXIMUM DISCHARGE = 0.09 CFS PRE.IMPROVEMENTS CUMULATIVE DISCHARGE = POST.IMPROVEMENTS CUMULATIVE DISCHARGE = 2.74 AC. FT 0.01 AC.FT THE SITE WATER QUALITY AND DISCHARGE RATE AND VOLUME WILL IMPROVE IN THE POST IMPROVEMENTS CONDITION Page 1 of 1 By. Z.M.J. DRAINAGE SUMMARY. xis Dale B. Bailey, Inc. Boynton Beach, Florida TRAFFIC EVALUATION BY FLORIDA CONSULTING ENGINEERS, INC. ~~ Zuhair M. Jalloul, P.E. FL Registration No. 35416 May 23,2002 ,~ LM/~'1 -;- ""'l/f) \) 'L' 0;"'---- {V> .. \ Florida Consulting Engineers, Inc. Dale B. Bailey, Inc. DATE: OS/23/2002 Boynton Beach, Flolida PRE-IMPROVEMENTS AVERAGE AVERAGE lOW RISE APARTMENT RA TE* RATE OCCUPIED DWElliNG UNIT tEACH) (3 APTS.) WEEKDAY 6.59 19.77 WEEKDAY PEAK HOUR BETWEEN 7 AND 9 AM 0.47 1.41 WEEKDAY PEAK HOUR BETWEEN 4 AND 6 PM 0.58 174 WEEKDAY AM PEAK HOUR OF GENERATOR 0.51 1.53 WEEKDAY PM PEAK HOUR OF GENERATOR 0.62 1.86 SATURDAY 716 21.48 SATURDAY PEAK HOUR OF GENERATOR 0.58 174 SUNDAY 6.07 18.21 SUNDAY PEAK HOUR OF GENERATOR 0.56 1.68 POST IMPROVEMENTS AVERAGE AVERAGE MINI WAREHOUSE RATE" RATE 1000 SQ.FT GROSS FLOOR AREA 1000 SQ.FT. 1221 SQ.FT. WEEKDAY 2.5 3.05 WEEKDAY PEAK HOUR BETWEEN 7 AND 9 AM 0.15 0.18 WEEKDAY PEAK HOUR BETWEEN 4 AND 6 PM 0.26 0.32 WEEKDAY AM PEAK HOUR OF GENERATOR 0.28 0.34 WEEKDAY PM PEAK HOUR OF GENERATOR 0.29 0.35 SATURDAY 2.33 2.84 SATURDAY PEAK HOUR OF GENERATOR 0.4 0.49 SUNDAY 178 2.17 SUNDAY PEAK HOUR OF GENERATOR 0.3 0.37 POST IMPROVEMENTS AVERAGE AVERAGE SINGLE TENANT OFFICE BUilDING RATE" RATE 1000 SQ. FT. GROSS FLOOR AREA 1000 SQ. FT. 1092 SQ. FT. WEEKDAY 11.57 12.63 WEEKDAY AM PEAK HOUR 178 1.94 WEEKDAY PM PEAK HOUR 172 1.88 Florida Consulting Engineers, Inc. Dale B. Bailey, Inc. DATE: OS/23/2002 Boynton Beach, Florida POST IMPROVEMENTS SUMMARY OFFICE WAREHOUSE TOTAL SINGLE TENANT OFFICE BUILDING AVERAGE AVERAGE AVERAGE AND MINI WAREHOUSE RATE RATE RATE ~TALPOST~MPROVEMENTS 1221 SQ. FT. 1221 SQ.FT. 2313 SQ.FT. EEKDAY 3.05 12.63 15.69 WEEKDAY PEAK HOUR BETWEEN 7 AND 9 AM 0.18 1.94 2.13 WEEKDAY PEAK HOUR BETWEEN 4 AND 6 PM 0.32 1.88 2.20 COMPARISON BETWEEN AVERAGE AVERAGE AVERAGE PRE-IMPROVEMENTS RATE RATE RATE AND POST IMPROVEMENTS (3 APTS.I 2313 SQ.FT. DIFFERENCE WEEKDAY 19.77 15.69 4.08 DECREASE WEEKDAY AM PEAK HOUR 141 2.13 0.72 INCREASE WEEKDAY PM PEAK HOUR 174 2.20 0.46 INCREASE .SOURCE: Trio Generation. 6th Edition. Institute of TransDortation Enoineers Land Use: 221 Low-Rise Apartment Description Low-rise apartments (rental dwelling units) are units located in rental buildings that have one or two levels (floors), such as garden apartments. Additional Data The peak hour of the generator typically coincides with the peak hour of the adjacent street traffic. The sites were surveyed from the early 1970s to the late 1980s throughout the United States and Canada. Source Numbers 11,21,71,98,110,177,192,300,305,306,320,321 Trip Generation, 6th Edition 327 Institute of Transportation Engineers Apartment (220) Average Vehicle Trip Ends vs: Vehicles On a: Sunday, Peak Hour of Generator Number of Studies: 7 Average Number of Vehicles: 248 Directional Distribution: Not available Trip Generation per Vehicle Average Rate 0.43 Range of Rates Standard Deviation 0.24 0.78 0.67 Data Plot and Equation 180 170 180 j 150 <Jl "C 140 c W ,9- ~ 130 Q) 13 :c Q) 120 > Q) 0> f!! 110 Q) > <( II 100 .... 90 80 70 80 100 , , , , , , , , , x , -,../~/" - , x ..,- 200 , 300 400 x ; Number of Vehicles X Actual Data Points - - - - - - Average Rate Fitted Curve Equation: Not given R2 .::: ...* Trip Generation, 61h Edition 326 Institute of Transportation Engineers - Land Use: 221 Low-Rise Apartment Independent Variables with One Observation The following trip generation data are for independent variables with only one observation. This information is shown in this table only; there are no related plots for these data. Users are cautioned to use these data with care because of the small sample size. OayfTime Period Trip Generation ~ Size of Independent Variable Number of Studies Directional Distribution Persons Weekday A.M. Peak 0.24 211 1 Not Available Hour of Adjacent Street Traffic Weekday P.M. Peak 0.38 211 1 Not Available Hour of Adjacent Street Traffic Trip Generation, 6th Edition 328 Institute of Transportation Engineers ........ Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Weekday Number of Studies: 22 Avg. Num. of Occupied Dwelling Units: 264 Directional Distribution: 50% entering, 50% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 6.59 5.10 9.24 Data Plot and Equation 7,000 6,000 '" -c " w C- ." I- a> "0 :2 " > a> Cl co :;; > <( " I- 5,000 1 , ".-,,/-" ",," ",,/~ - 4,000 " .X 3,000 2,000 1,000 o o 200 400 500 700 BOO 600 100 300 x = Number of Occupied Dwellin9 Unils X Actual Data Points Fitted Curve Filled Curve Equation: T = 5.124(X) + 387.526 2.84 .' , ,.;" x 900 1000 1100 ------ AverageRate R2 = 0.93 Trip Generation, 6th Edition 329 Institute of Transportation Engineers Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 26 Avg. Num. of Occupied Dwelling Units: 255 Directional Distribution: 20% entering, 80% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.47 0.25 0.86 0.70 Data Plot and Equation 600 500 .' '" .., 400 c: W Q. .C: t- al (j :c al 300 > al 0> '" Cii > < II mOj t- I lOa --,:-/ x x x x />/ x.......... x x .' o o 100 200 300 400 500 600 700 soo 900 1000 t 100 1200 x ; Number of Occupied Dwelling Units X Actual Data Points Fitted Curve ------ AverageAate Fitted Curve Equation: Ln(T); 0.829 Ln(X) + 0.187 R2 = 0.82 Trip Generation, 6th Edilion 330 Institute ot Transportation Engineers Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 26 Avg. Num. of Occupied Dwelling Units: 255 Directional Distribution: 66% entering, 34% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.77 0.58 0.38 0.93 Data Plot and Equation 500 '" "C c UJ .9- ~ 400 " c:; :c " > " Cl 300 e " > <( " f- 200 700 600 ,. .' , ..";'"' ",,/'" " x x .""","""" .x x 100 I 600 100 200 300 500 700 800 900 1000 1100 1200 x = Number of Occupied Dwelling Units X Actual Data Points Fitted Curve - - - - - - Average Rate Fitted Curve Equation: Ln(T) = 0.876 Ln(X) + 0.165 R2 = 0.92 Trip Generation, 61h Edition 331 Institute of Transportation Engineers Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Ona: Occupied Dwelling Units Weekday, A.M. Peak Hour of Generator Number of Studies: Avg. Num. of Occupied Dwelling Units: Directional Distribution: 35 262 20% entering, 80% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.51 0.25 0.96 0.73 Data Plot and Equation 600 x 500 , , , , <Il "0 c: W c- ." I-- '" <3 :E ~ '" '" i!? '" > <( " I-- , , """"""""""" .x x " >< . ,," .X ,,;/ X ....;..... ~ "/,,.. . x./ x 400 300 200 100 / o o 300 1000 1100 1200 400 500 600 700 800 900 100 200 x ~ Number of Occupied Dwelling Units X Actual Data Points Fitted Curve --~--- Average Rate Filled Curve Equation: Ln(T) " 0.8S7 Ln(X) + 0.119 R2" 0.85 Trip Generation. 6th Edition 332 Institute at Transportation Engineers Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Ona: Occupied Dwelling Units Weekday, P.M. Peak Hour of Generator Number of Studies: Avg. Num. of Occupied Dwelling Units: Directional Distribution: 32 248 65% entering, 35% exiting Trip Generation per Occupied Dwelling Unit Average Rate 0.62 Range of Rates Standard Deviation 0.38 1.23 0.80 Data Plot and Equation 700 600 , r , 500 '" ." c: w .9- ~ ~j '" 13 E '" > '" C> 300 '" :;; > <( " l- x , , -,,,,..-,,,, , ..",,//", /,'>: x x = Number of Occupied Dwelling Unils X Actual Data Points Fitted Curve -----. Average Rate Fitted Curve Equation: Ln(T) = 0.857 Ln(X) + 0.339 R2 = 0.88 Trip Generation, 6th Edition 333 Institute of Transportation Engineers Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Saturday Number of Studies: 21 Avg. Num. of Occupied Dwelling Units: 228 Directional Distribution: 50% entering, 50% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates 7.16 4.41 9.20 Standard Deviation 2,96 Data Plot and Equation 4,000 x 3,000 <J) "0 c: W a. 'C: I- '" 13 :c '" 2,000 > '" OJ '" :;; ~ " I- 1,000 //x " x x x x x x x x * , x "J{ ~:/",. x o o 100 200 300 400 500 x = Number of Occupied Dwelling Units X Actual Data Points Filled Curve - - - - - - Average Rate Filled Curve Equation: Ln(T) = 0.911 Ln(X) + 2.438 R2 = 0.86 Trip Genera/ion, 6th Edition 334 Institute of Transportation Engineers ~ Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Saturday, Peak Hour of Generator Number of Studies: 21 Avg. Num. of Occupied Dwelling Units: 228 Directional Distribution: 54% entering, 46% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.58 0.34 0.75 Data Plot and Equation 300 VI '0 C W 0.. ~ Q) 1; :c Q) > Q) Ol '" 0; > ...: " I- 200 " x x~.."." x x x x< x -' "" 100 ,//".,/,11 x " o o 100 200 300 X Actual Data Points x = Number 01 Occupied Dwelling Units Fitted Curve Fitted Curve Equation: Ln(T) = 0.822 Ln(X) + 0.412 0.77 x x x 400 500 - - - - - - Average Rate R2 = 0.82 Trip Generation,61h Edition 335 Institute of Transportation Engineers Low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Sunday Number of Studies: 21 Avg. Num. of Occupied Dwelling Units: 228 Directional Distribution: 50% entering, 50% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 6.07 4.20 8.77 2.71 Data Plot and Equation 3,000 x x on '" c: W c- .'" I- Q) 13 :2: Q) > Q) 00 '" li3 > <( " I- , , x , x 2,000 x x x x x 1,000 x x x o o 100 200 300 500 400 x = Number of Occupied Dwelling Units X Actual Data Points Fitted Curve - - - - - - Average Rate Filled Curve Equation: Ln(T) = 0.920 Ln(X) + 2.230 R2 = 0.87 Trip Generation, 6th Edition 336 Institute of Transportation Engineers ..... low-Rise Apartment (221 ) Average Vehicle Trip Ends vs: Occupied Dwelling Units On a: Sunday, Peak Hour of Generator Number of Studies: 20 Avg. Num. of Occupied Dwelling Units: 227 Directional Distribution: 53% entering, 47% exiting Trip Generation per Occupied Dwelling Unit Average Rate Range of Rates Standard Deviation 0.56 0.35 1.17 0.76 Data Plot and Equation 300 20J x ,/,/,//,,::,- x '" "0 c: W 0- ~ <D U :2 <D > <D Cl '" ~ > <C " I- x x x x x x x x 100 x , , " '" x' x ~""",...,...,, x 0$/ o o 100 200 300 400 500 x = Number of Occupied Dwelling Units X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.792 Ln(X) + 0.531 R2 = 0.72 Trip Generation, 61h Edition 337 Institute of Transportation Engineers :~ Land Use: 151 Mini-Warehouse Description Mini-warehouses are buildings in which a number of storage units or vaults are rented for the storage of goods. Each unit is physically separated from other units, and access is usually provided through an overhead door or other common access point. Additional Data Truck trips accounted for 2 to 15 percent of the weekday traffic at the sites surveyed. Vehicle occupancy ranged from 1.2 to 1.9 persons per automobile on an average weekday Peak hours of the generator- The weekday P.M. peak hour was between 1 :00 P.M. and 5:00 P.M. The Saturday peak hour was between 12:00 noon and 1 :00 P.M. The Sunday peak hour was between 1 :00 P.M. and 4:00 P.M. The sites were surveyed in 1979, 1966, and 1993 in California. Source Numbers 113,212,403 Trip Generation, 6th Edition 216 Institute of. Transportation Engineers Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 9 Average 1000 Sq. Feet GFA. 69 Directional Distribution: 59% entering, 41 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.15 0.04 0.27 0.39 Data Plot and Equation 30 x '" 2! w a. ." I- Q) " :E: Q) > Q) Cl .. :;; > <( II I- 20 x x - -- x ~~;- -- - - 10 x _~~; -' -- -- --- -- --- x - - -- x x o 10 , 20 30 40 50 , 60 , 70 80 , 90 100 110 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points - - -- -- Average Rate Fitted Curve Equation: Not given R2 = ..** Trip Generation. 6th Edition 227 Institute of Transportation Engineers Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 14 Average 1000 Sq. Feet GFA. 56 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 2.50 1.21 4.36 Standard Deviation 1.78 Data Plot and Equation 400 x 300 Ul '" c: W c. ~ <I> -0 :.c: <I> 200 > X <I> C> '" X a; > " x c( II , , l- x X 100 j( :;..<:. , , , , , X x.:."__ , , .x x 0 10 20 30 40 50 60 70 -- -- .x x 80 90 100 110 x ~ 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve - - - - - - Average Rate Fitted Curve Equation: Ln(T) = 1.010 Ln(X) + 0.815 R2 = 0.73 Trip Generation, 6th Edition 226 Institute of Transportation Engineers -. ... Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 13 Average 1000 Sq. Feet GFA. 58 Directional Distribution: 51 % entering, 49% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 0.26 0.13 0.48 Standard Deviation 0.52 Data Plot and Equation 30 "' " c: w a. ~ Q) U :E Q) 20 > Q) Ol '" (j; > <( II I- 10 40 x x -- x .x -- -- x x " , -- X' x -- X __ x...''" " x x o 10 20 30 40 50 60 70 60 90 100 110 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve - n___ Average Rate Fitted Curve Equation: Ln(T) = 1.015 Ln(X) -1.487 R2 = 0.67 Trip Generation, 6th Edition 228 Institute of Transportation Engineers - Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour of Generator Number of Studies: 9 Average 1000 Sq. Feet GFA. 69 Directional Distribution: 48% entering, 52% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.28 0.17 0.58 0.54 Data Plot and Equation 40 x x 30 Ul -g W Q. ~ Q) u :c Q) > Q) en '" :0 ~ " .... -- -- -- 20 x .x -- ..."" X X X x -- 10 o 10 20 30 40 50 60 70 80 90 100 110 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.913 Ln(X) . 1.000 R2 = 0.55 Trip Generation. 6th Edition 229 Institute of Transportation Engineers Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour of Generator Number of Studies: 14 Average 1000 Sq. Feet GFA. 56 Directional Distribution: 53% entering, 47% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.29 0.13 0.50 0.54 Data Plot and Equation 50 x 40 Ul '" co UJ c- 'co I- Q) 13 :c Q) > Q) '" '" lii ~ " I- x 30 " / / x 20 oX x " /' x x x. 10 /. x / ,X' x .x o 10 20 30 40 50 60 70 80 90 100 110 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Filled Curve Equation: Ln(T) = 1.043 Ln(X). 1.516 R2 = 0.65 Trip Genera/ion, 6th Edition 230 Inslitule of Transportation Engineers Mini-Warehouse (151) Average Vehicle Trip Ends vs: Ona: 1000 Sq. Feet Gross Floor Area Saturday Number of Studies: Average 1000 Sq. Feet GFA. Directional Distribution: 11 49 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 2.33 1.21 3.55 1.69 Data Plot and Equation 230 220 210 200 190 180 '" 170 '0 C 160 W a. .C 150 I- " 140 1l :c " 130 > " 120 Cl e " 110 ~ \I 100 I- 90 80 70 60 i 50 40 30 10 x 0/0/00". , """" x x )<, /0///. x x 00 x x x 20 30 40 50 60 70 60 90 x ~ 1000 Sq. Feet Gross Floor Area >< Actual Data Points Fitted Curve ------ AverageRate Fitted Curve Equation: Ln(T) = 1.077 Ln(X) + 0.468 R2 = 0.73 Trip Generation, 6th Edition 231 Institute of Transportation Engineers Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Saturday, Peak Hour of Generator Number of Studies: 6 Average 1000 Sq. Feet GFA. 62 Directional Distribution: Not available Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate 0.40 Range 01 Rates Standard Deviation 0.24 0.60 0.64 Data Plot and Equation 40 x x x 30 '" -c c: L1l c. ~ I- a> U :2 a> 20 > a> Cl l!! a> > ...: " I- '0 / / ....>';. x x .- .' o -I 10 20 30 40 I 50 60 I 70 I 80 90 x = 1000 Sq. Feet Gross Floor Area '>( Actual Data Points. fitted Curve ------ AverageRate Fitted Curve Equation: Ln(T) = 1.107 Ln(X) -1 431 R2 = 0.76 Trip Generation, 6th Edition 232 Institute 01 Transportation Engineers ... - ~-----_..--------~ - Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Sunday Number of Studies: 10 Average 1000 Sq. Feet GFA. 48 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 1.78 0.69 3.70 Standard Deviation 1.46 Data Plot and Equation lS0 150 140 130 120 <II " t: W 110 a. ~ f- 100 C1> '0 :E C1> 90 > C1> C> 80 ~ C1> > <( 70 " f- sO 50 40 30 20 10 , .,;",,';' "..""",,-: X , , x x x x />// K / x x 20 30 40 50 60 70 80 90 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points. Fitted Curve - - - - - ~ Average R.le Fitted Curve Equation: T = 1.444(X) + 16.028 R2 = 0.63 Trip Generation, 6th Edition 233 Institute of Transportation Engineers Mini-Warehouse (151) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Sunday, Peak Hour of Generator Number of Studies: 6 Average 1000 Sq. Feet GFA. 62 Directional Distribution: Not available Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 0.30 0.19 0.59 Standard Deviation 0.55 Data Plot and Equation 40 30 - <I) ." " W c. ." I- " :ii .c: " 20 > " C> '" a; > <( II I- 10 x / x x :>)...-:-.... / >' x x o 10 20 , 30 40 50 , 60 70 , 80 90 x = 1000 Sq. Feel Gross Floor Area X Actual Data Points ------ Average Rate Fitted Curve Equation: Not given A2 = .*** Trip Generation, 6th Edition 234 Inslilule of Transportation Engineers ).- Mini-Warehouse (151) Average Vehicle Trip Ends vs: Storage Units On a: Weekday Number of Studies: 6 Average Number of Storage Units: 613 Directional Distribution: 50% entering, 50% exiting Trip Generation per Storage Unit Average Rate 0.28 Range of Rates 0.15 0.46 Standard Deviation 0.54 Data Plot and Equation 400 x '" 3001 -g UJ "" ." f- '" :ii .s:: '" 200 > '" Ol X <Il ;4/ Iii - - x ~ " f- - - x 100 o 100 200 300 400 500 600 700 800 900 x ~ Number 01 Storage Units X Actual Data Points Fttted Curve -----~ Average Rate Fitted Curve Equation: Ln(T) ~ 0.983 Ln(X) . 1.227 R2 ~ 0.67 Trip Generation, 6th Edition 235 Institute of Transportation Engineers Land Use: 715 Single Tenant Office Building Description A single tenant office building generally contains the offices, meeting rooms, and space for file storage and data processing of a single business or company, and possibly other service functions including a restaurant or cafeteria. General office building (land use 710), corporate headquarters building (land use 714), and office park (land use 750) are related uses. Additional Data The average vehicle occupancy for the ten studies where information was submitted is approximately 1 1 persons per automobile. The range of vehicle occupancy rates is 1.03 to 1 14 persons per automobile. The sites were surveyed from the 1970s to the mid-1990s throughout the United States, with the majority conducted in the Washington, D.C., Kansas City; Philadelphia; and San Diego metropolitan areas. Trip Characteristics The trip generation for the A.M. and P.M. peak hours of the generator typically coincide with the peak hours of the adjacent street traffic; therefore, only one A.M. peak hour and one P.M. peak hour, which represent both the peak hour of the generator and the peak hour of the adjacent street traffic, are shown for single tenant office buildings. Source Numbers 89,92,212,262,273,279,303,304,322,323,324,327,407 Trip Generation, 6th Edition 1066 Institute of Transportation Engineers Single Tenant Office Building (715) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: Average 1000 Sq. Feet GFA. Directional Distribution: 14 108 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 11.57 5.33 - 35.68 8.30 Data Plot and Equation 6,000 5.000 ~/"",,/../ '" "tl 4,000 C UJ a. 'C I- .. 13 :c .. 3.000 > .. '" '" Q; ~ " 2.000 I- , , .' .' x . , //"""..-":'<X x x 1.000 x o o 100 200 300 400 500 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(l) = 0.601 Ln(X) + 4.321 R2 = 0.52 Trip Generation. 6th Edition 1070 Institute of Transportation Engineers Single Tenant Office Building (715) Average Vehicle Trip Ends vs: Ona: 1000 Sq. Feet Gross Floor Area Weekday, A.M. Peak Hour Number of Studies: Average 1000 Sq. Feet GFA. Directional Distribution: 41 160 89% entering, 11 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.78 0.75 4.57 1.51 Data Plot and Equation 1.500 1400 1.300 1.200 1,100 '" " 1.000 c: W a. .C: 900 I- '" <3 800 :E ~ 700 '" 0> .. li; 600 > -0: " 500 I- 400 300 200 100 0 0 x -' " -' X. x x x x x x x 100 200 300 400 500 600 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: T = 1.630(X) + 24.623 R2 = 0.76 Trip Generation, 6th Edition 1071 Institute of Transportation Engineers &'~ Single Tenant Office Building (715) Average Vehicle Trip Ends vs: On a: 1000 Sq. Feet Gross Floor Area Weekday, P.M. Peak Hour Number of Studies: Average 1000 Sq. Feet GFA. Directional Distribution: 41 160 15% entering, 85% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.72 0.79 5.14 1.49 Data Plot and Equation 1.200 x 1,100 1.000 .." 900 x , '" "tl BOO c W 0- .c I- 700 Ql U :E " 600 > " '" '" 500 ~ > <( " 400 l- x 300 X 200 100 0 0 , ...."'..........x /-:. x ..~.......:'.. x x x x x X .x'" x. .-,<<. x x x x 100 200 300 400 500 600 x = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: T = 1.497(X) + 36.174 R2 = 0.77 Trip Generation, 6th Edilion 1072 Institute of Transportation Engineers ..-