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REVIEW COMMENTS 7.E.l RENAISSANCE COMMONS (NWSP 03-007) NEW SITE PLAN DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 03-150 STAFF REPORT TO: Chairman and Members Planning and Development Board and City Commission FROM: Michael Rumpf Planning and Zoning Director Eric Lee Johnson, AICP '.li~ Planner '{j June 19, 2003 THRU: DATE: PROJECT NAME/NO: Renaissance Commons / NWSP 03-007 REQUEST: New Site Plan PROJECT DESCRIPTION Property Owner: Compson Associates of Boynton, LLC and Town and Country Builders, Incorporated Applicant: Compson Associates of Boynton, LLC and Town and Country Builders, Incorporated Agent: James Comparato and Carl Klepper Location: East side of Congress Avenue, north of the Boynton Canal (see Exhibit "A" - Location Map) Existing Land Use/Zoning: Local Retail Commercial (LRC) / Community Commercial (C-3) Proposed Land Use/Zoning: No change proposed Proposed Use: Mixed-use project including residential multi-family, townhouses, parking garage, and retail. Acreage: 28.36 acres (1,235,717 square feet) Adjacent Uses: North: Developed Motorola site, zoned Planned Industrial Development (PID); South: Right-of-way for Boynton (C-16) Canal, then farther south is vacant property, zoned Single-family Residential (R-1AA); Staff Report - Renaissance Commons (NWSP 03-007) Memorandum No PZ 03-150 Page 2 East: Right-of-way for Lake Worth Drainage District (LWDD) Equalizing E-4 Canal, then farther east is the Boynton Beach Community High School, zoned PID; and West: Right-of-way for Congress Avenue, then father west are developed commercial properties, zoned Community Commercial (C-3). Project size: Dwelling Units: 258 Multi-family apartment units 242 Townhouse units 500 total dwelling units Commercial: Parking Garage: 15,000 square feet Two (2) garages - 409 Parking Spaces Site Characteristic: The subject property is a long rectangular shaped lot located east of Congress Avenue and extends eastward to the LWDD E-4 Canal. The boundary survey shows an existing metal fence that runs in a north-south direction along the western property line (near Congress Avenue). It connects to the same fence used on the Motorola site. The boundary survey also shows two (2) existing asphalt paths within the interior of the site. The boundary survey also shows various easements that were dedicated on the subject site. If required, the abandonment and / or rededication of easements must be recorded prior to the issuance of the first certificate of occupancy. A force water main is proposed within an eight and one- half (8-112) foot wide utility easement along the south property line. Utility easements must be a minimum of 12 feet in width. However, if a new or rededicated easement were proposed, which does not comply with the Land Development Regulations, approval of a variance would be required prior to the issuance of any building permits. All requests for relief from the Regulations are subject to the Planning & Development Board and City Commission review / approval (see Exhibit "C" - Conditions of Approval). The City Forester / Environmentalist conducted a field visit and determined the site currently contains three (3) burrowing owl nests. The applicant has obtained a permit (WN03058) from the State of Florida Fish and Wildlife Conservation Commission. The permit states the following: "The inactive burrowing owls may be destroyed in association with commercial construction provided that such destruction is effected between July 10, 2003 and February 15, 2004, is completed immediately prior to construction activities, and is done at a time when the burrows are inactive and no owls are physically present at the burrows". The City Forester / Environmentalist would represent the City Of Boynton Beach to assist in the process to ensure adherence to the conditions of the permit. BACKGROUND Proposal: The owner, Compson Associates of Boynton, LLC, is requesting new site plan approval to construct a large-scale mixed-use project. The project would consist of Staff Report - Renaissance Commons (NWSP 03-007) Memorandum No PZ 03-150 Page 3 258 apartment units, 15,000 square feet of commercial, two (2) parking garages, and 242 fee-simple townhouse units. All proposed uses are permitted in the C-3 zoning district. The commercial area would be divided into two (2) buildings and within two (2) different phases. The first phase would consist of the vast majority of the commercial development and all residential components while the second phase represents only the construction of the stand-alone commercial building proposed in the northwest corner of the site. Full site plan review would be required for the stand-alone commercial building proposed within Phase II (see Exhibit "C" - Conditions of Approval). No cross-access or parking agreements would be required for this building unless it is ultimately changed to a separate outparcel. A lift station located off the property (on the Motorola site to the north) may require upgrades as a result of this project. The required upgrade of the off- site lift station would be determined at the time of permitting. ANALYSIS Concurrency: Traffic: Generally, a project's anticipated traffic is generated by two factors, namely the proposed use and its intensity. Intensity is typically measured by the proposed building area (in square feet). A traffic statement was sent to Palm Beach County Traffic Division for their review and approval. The Traffic Division determined that the project is part of the previously approved Motorola Development of Regional Impact (DRI) and meets the Traffic Performance Standards of Palm Beach County. The City's Engineering Division of Public Works is requiring various off-site improvements as a result of this project. For example, a left-turn lane on southbound Congress Avenue that would align with the entrance proposed at the southern portion of the subject site. Also, the signalization at the existing intersection of Congress Avenue adjacent to Catalina Drive would require upgrading (see Exhibit "C" - Conditions of Approval). Drainage: Conceptual drainage information was provided for the City's review. The project would discharge to the LWDD E-4 Canal and would be limited by a control structure to 62.6 CSM at the 25-year storm event. Additional on-site retention would be provided within a new lake constructed off the northeast corner of the property adjacent to the LWDD E-4 Canal. A berm would be placed around the perimeter of the site with a top elevation equal to or exceeding the calculated 25-year three (3) day routed storm event to prevent unpermitted discharge from the site. The Engineering Division is recommending that the review of speCific drainage solutions be deferred until time of permit review. All South Florida Water Management District permits and other drainage related permits must be submitted at time of building permit (see Exhibit "C" - Conditions of Approval). School: The project has met the school concurrency requirements of Palm Beach County. Driveways: This project is proposing four points of ingress / egress (see Exhibit "B" - sheet SP- 2). The southern driveway is proposed along Congress Avenue and represents the largest opening (80 feet in width). This opening would be the only access point proposed directly onto Congress Avenue from the subject site. It directs traffic into Staff Report - Renaissance Commons (NWSP 03-007) Memorandum No PZ 03-150 Page 4 an internal circulation system. The other major opening directly onto Congress Avenue is proposed along the northern boundary of the subject project. The southern opening would accommodate two- (2) way traffic movement. Vehicles would enter the driveway from either a newly constructed left-turn lane on southbound Congress Avenue or a right-turn deceleration lane from northbound Congress Avenue. The exit onto Congress Avenue from this southern opening would be right-turn only. As previously mentioned, the other curb cut onto Congress Avenue would connect to a driveway that would run in an east-west direction along the northern limits of the subject property. Five (5) openings from the subject property are proposed on this driveway. The widths of these five (5) openings range from 20 to 25 feet. Four (4) of the five (5) openings appear to allow for two- (2) way traffic movement. The Engineering Division of Public Works is requiring that egress from the westernmost opening be right-turn only (see Exhibit "C" - Conditions of Approval). For added convenience, the two (2) easternmost openings would allow for traffic movement (from the townhouse portion) directly onto the driveway instead of navigating through the internal apartment / commercial circulation system. Throughout the entire project, the internal circulation system would consist of private rights-of-way, 22 feet in width and would be maintained by the property owner or property owners' association. The parking garages would have two (2) entrances of their own. Both driveway openings would allow for ingress / egress movements Parking Facility: The project proposes a mix of residential and commercial uses. Each one-bedroom apartment unit requires one and one-half (1'12) parking spaces. Two and three bedroom apartment units require two (2) parking spaces each. The project proposes 500 dwelling units (a mixture of one, two, and three bedrooms), which would require 983 parking spaces. The project also proposes 15,000 square feet of commercial area. Commercial uses require one (1) parking space per 200 square feet of floor area. Therefore, 75 parking spaces would be required. Based upon the proposed uses and their intensities, a grand total of 1,043 parking spaces would be required. The project proposes parking in the following scenarios: Traditional off-street surface parking spaces (128 spaces), on-street parallel parking spaces (125 spaces), within two (2) parking garages (409 spaces), and within the townhouse garages (484 spaces). In conclusion, the project would provide a grand total of 1,146 parking spaces, or 103 spaces above the minimum required. The detail of the parking spaces (as shown on sheet SP-2) indicates that parallel parking spaces would be dimensioned nine and one-half (9-'12) feet in width by 25 feet in length. All other parking spaces would be dimensioned nine and one-half (9-'12) feet in width by 18 feet - six (6) inches in length, except for handicap spaces, which would be 12 feet in width with five (5) feet of striping by 18 feet in length. Landscaping: According to the tabular data (cover sheet), the total pervious area would equal 7.28 acres or 25.66% of the entire site. The landscape plan tabular data (sheet L7 of 7) indicates that 605 shade trees and over 557 palm trees are proposed. Approximately, 54% of the shade and 41% of the palm trees would be native species. The Land Development Regulations require that 50% of landscape material be native species. Plant substitution would be shown on the permitting Staff Report - Renaissance Commons (NWSP 03-007) Memorandum No PZ 03-150 Page 5 drawings (see Exhibit "C" - Conditions of Approval). The landscape plan also proposes 4,190 shrubs / accents, of which, 39% would be native species. Again, plant substitution can be shown on the rectified plans submitted for the permit process. The landscape plan (sheet L2 of 7) shows that the west (front) landscape buffer would contain Dwarf Podocarpus, I1ex Burfordi, Imperial Blue Plumbago, Dwarf Cocoplum, Dwarf Yaupon Holly, Live Oak trees, Royal Palm trees, and Japanese Fern trees. The interior landscape islands in the parking lot near the commercial area would contain Dwarf Cocoplum hedges and either Coconut palm trees, Brazialian Beaty Leaf, or Mahogany shade trees. The north landscape buffer would contain Live Oak trees with clusters of Sabal palm trees at the five (5) project entrances. Rows of Royal Palm trees are proposed along the main east- west street, east of fountain / roundabout. The median would contain two (2) Medjool palm trees. The street trees in the townhouse portion of the project would have rows of Live Oak shade trees (sheet L4 of 7). Also, each landscape island (behind each townhouse unit) would have an Alexander palm tree. The typical unit landscape plan (shown on sheet L6 of 7) indicates that each unit would contain a Crepe Myrtle tree in the front yard. These trees are required to be installed at minimum 12 feet in height with three (3) caliper inches (see Exhibit "C" - Conditions of Approval). The drawing also shows Indian Hawthorne, Dwarf Cocoplum, Ligustrum, Southern Magnolia, and Jamaican Caper. Building and Site: As previously mentioned, all proposed uses are permitted in the C-3 zoning district. However, multi-family residential uses would not adhere to the setback requirements of the C-3 zoning district. Rather, multi-family (such as apartment and townhouses) are required to conform to the setbacks of the Multi-family Residential (R-3) zoning district despite being proposed within a commercial zoning district. This issue will be discussed later in this paragraph. For clarification purposes, the site is divided into four (4) quadrants as shown on the overall site plan (sheet SP-1). Quadrants one and two represent the western half of the project and Quadrants three and four represent the eastern half of the project. The western half would a mixture of uses such as the apartment buildings, the two (2) parking garages, the stand-alone commercial building, a row of townhouse buildings, and the mixed-use building. Conversely, the eastern half of the project would only contain the townhouse units. Each half would be separated by a system of lakes. Most of the building and site design would generally meet code requirements when staff comments are incorporated into the permit drawings. However, as currently proposed, the plans show that the townhouses would encroach into the required 40-foot wide front setback (along Congress Avenue) and the required 40-foot wide rear setback (along the E-4 Canal). The plans either need to be revised to conform to the R-3 setback requirements or the applicant would have to formally request and be approved for relief (variance) from the Land Development Regulations (see Exhibit "C" - Conditions of Approval). The latter of the two options would require additional staff review, public noticing, and approval by the Planning & Development Board and City Commission. Additionally, staff recommends incorporating a multi-purpose, meandering trail into the design of the required rear setback, essentially creating a usable "greenway" running along the length of the canal, which would eventually link up to Quantum Park. This concept of a "greenway" was previously discussed when the property was rezoned from PID Staff Report - Renaissance Commons (NWSP 03-007) Memorandum No PZ 03-150 Page 6 to C-3. It should be noted that the current owner was not involved in those past discussions. However, a usable "greenway" would finally be realized (as per with this new site plan) with the cooperation and altruism of the current owner / developer. The maximum building height in the C-3 zoning district is 45 feet. Many of the buildings would have varying heights but none would exceed this height limitation. However, the elevation drawings of the mixed-use building fail to indicate the height of the peak of the decorative cupola (sheet A-3). If the peak of this portion of the roof exceeds 45 feet, the applicant would either be required to reduce the height to comply with the district regulations or request and be approved for a height exception (see Exhibit "C" - Conditions of Approval). The apartment buildings proposed on the western portion of the site are proposed at four (4) stories and 45 feet in height. The elevation drawings do not indicate the height of the parking garages but they appear to comply with the district height limitations. The townhouses (shown on the eastern portion of the site) would be three (3) stories tall and less than 45 feet in height. The elevation drawings must indicate the building height of the townhouse buildings as defined by the Land Development Regulations (see Exhibit "C" - Conditions of Approval). Desig n: A system of lakes and streets would essentially separate the east and west halves (Quadrants One / Two with Quadrants Three / Four) without the use of guard gates and fencing. Staff endorses this concept of connectivity with linear streets and on street parking, which are common traits of Traditional Neighborhood Development (TND). Extensive high quality treatment of ground floor public space, discrete separation of private residential spaces (to the rear and upper levels of the project), articulated building bases with store fronts, pilasters, cornices, and arcades are proposed on the mixed-use building. Also, the roof material would be composed of Terracotta Cement S-tile Roof. No elevations were provided for the stand-alone commercial building. For consistency and compatibility, staff recommends that this building should incorporate the same architectural enhancements as that of the mixed use building such as foam banding, similar building colors, same roof type, awnings, and similar exterior finish (see Exhibit "C" - Conditions of Approval). All buildings in the western portion would be multi- colored and have a stucco exterior finish. The building colors would be light brown (ICI #553) and light yellow (ICI #667) with a grayish (lCI #769) trim. The canvas awnings would be hunter green and the buildings would be adorned with black metal railings. The town houses would have three (3) color schemes. They are as follows: Scheme #1 would consist of Interactive Cream (SW #6113) and Burlap (SW #6137) building colors with Roycroft Bottle Green (SW #2847) for the doors and shutters. The trim and facias would be Pearly White (SW #7009). The Monier S-Tile roof would be Apple Cider; Scheme #2 would consist of New Colonial Yellow (SW #2853) and Decorous Amber (SW #0007) with Polished Mahogany (SW #2838) for the doors and shutters. The trim and facias would be Pearly White (SW Staff Report - Renaissance Commons (NWSP 03-007) Memorandum No PZ 03-150 Page 7 #7009). The Monier S-Tile roof would be Kahlua; Scheme #3 would consist of Compatible Cream (SW #6387) and Empire Gold (SW #0012) with Aurora Brown (SW #2837) for the doors and shutters. The trim and facias would be Pearly White (SW #7009). The Monier S-Tile roof would be Kahlua. The proposed project is further enhanced with easily accessible public spaces, which would be open year round. Internal public space in the form of a small parks dot the eastern half of the project while a large recreation park is proposed on the western half. A central feature of the roundabout is a water fountain. Its placement would be used as a focal point, although subtly, it provides relief and balance to the hardscape and landscape elements of the streetscape. The use of brick pavers would be generously utilized throughout the western portion of the site. The outdoor freestanding lighting fixture detail (sheet SP-1) shows that the structure would be approximately 15 feet tall and would come with a variety of lighting heads. Signage: No signage is proposed on the apartment or townhouse buildings. No signage is proposed on the parking garages. The elevation of the commercial building (sheet A-3) shows that each tenant would have 10 to 12 wall signs. It appears as though each wall sign would be approximately 31 square feet in area. Additionally, each sign would be similar in that it would contain reverse channel Helvetica letters. Once the building is built and all tenants of the commercial buildings are determined, the cumulative area of all wall signage would have to comply with Chapter 21, Article IV, Section 2.C. of the Land Development Regulations (see Exhibit "C" - Conditions of Approval). The project is proposing four (4) monument-style residential subdivision entrance signs, which would be permitted under Chapter 21, Article IV, Section l.D. Two (2) of the four (4) signs would be located on each side of the main southwest entrance. The elevation drawing (sheet A-15) shows that the exterior finish and color of the Entry Wall Elevations would match the commercial building (light yellow - leI #667 with a grayish - ICI #769 trim). The wall and black metal fencing would be six (6) feet in height. The sign plate on the entry wall would be constructed of 12-inch by 12-inch marble tiles with four (4)-inch by four (4)-inch marble border trim. The center of the sign would read "Renaissance Commons", and be made of eight (8) -inch glossy black letters. Likewise, "Apartments" would be made of black lettering but only six (6)-inches in height. The third subdivision entry sign would be located at the northwest corner of the site. As proposed, it would be identical to the aforementioned entry signs. The fourth subdivision entry wall sign would be located at the entryway located closest to the town house development. The wall elevations (as shown on sheet A-15) indicate that the sign would possess the same features as the other signs. Staff anticipates that the "Renaissance Commons Apartments" lettering of this sign would be modified in the future to match the ultimate name for the townhouse. If ultimately changed, staff (as a minor site plan modification) would review name changes to the sign. Staff Report - Renaissance Commons (NWSP 03-007) Memorandum No PZ 03-150 Page 8 RECOMMENDATION: The Technical Review Committee (TRC) has reviewed this request for new site plan approval. Staff recommends approval, contingent upon successfully satisfying all comments indicated in Exhibit "C" - Conditions of Approval. Any additional conditions recommended by the Board or City Commission shall be documented accordingly in the Conditions of Approval. 5: \Planning\Shared\ Wp\Projects\Renaissance Commons\Staff Report. rtf Location Map RENAISSANCE COMMONS EXHIBIT "A" ,----- I I I It I' ~ l...4--~/ ~g-, I \L-J IN- i- ,1 I L " " \JIC l( PU ~::l) ,) (Il, ". PID o _~________-- /1 I I I ~ I I I ,~ I. I I '0 , I ' I~ i II I~ I I-I. n ~ ~ I~ ~ If IIH I ~';I u.i i 'I'" I 10 - . . . 'IB' ~ I~ ,~IUIIIHL i " z t.'.. 'Uf.1 I -I i i'!IUilhiih UU~ ~ 'ii I .~ .<llllliii I"j I I~I " "I \... 00. 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I ; ! . ~ ~~ ~n*h ~1 : s~ ~!:i:i:~in~I~..il ~;: I!l ~ i!!lmla : Ii ; I ! ! ~ ~! x n~HHH ~ ! .. ! I , ,. , .,..",.. 1.1. II j , i I : ;; ~ ,,'IBQfs. I j .. ~ . T ( i t j , ! 1 . l H 1 illl 8~O! . I I I I I .- .~ -- -' I- - ,-- I r;.n<<-/ 1-1-----. r---. ~ ~ ~ ~ '~l .1 1 ri" . Iii ',I 1 ~ .1 1 ~ . I W , I ~ ,I 1 ~ 1 Il~ I I 1 ~ I ~ 1 . I I 1 , . 1 .1 .1 1 . I I ," 1 1 I L~ i I ~ I . 1 ~ ~ 1 1 1 I i :: i JJ__ . . . = (L- - - MATCHUNESEESHEEr1 /' ~r",m-" -.J EXHIBIT "B" l j ;Ii iJ '" ..... a:I 0'1 2 = S! ~ 1 l . l ~ . ~ ~ ~ >2 5>';; i5il!_~".~ z :5 IL CJ z ii2 w w z a z w ~ ~ ii! ::J iii! IL ~ ! I u w ~ ~ I 15 ~ ~liil ~ .1 ~~H III c I ~ is; U II i ~ ~~~ / ~ g ~: I Z f- I o I I EXHIBIT "B" .t- , , "I . 111-" hi -! 1, -. I, Ii.! hi ~~ :~,; !i~i; !~"'~ii'::!lI! l~ ':, !1-i!,I!,I~;"I"l ~~ !iEQ:ii !dll.~~~;5~~~a~ u l!l!U~ IYUI!'i'UU'IUU't !! !!E!!E!H~!!~~!!!EH~ all -+1_' s..a.......uilgte.f I_ \D .... 10 en 0 _ r, 8 J i 3 < ~ . ~ ~! H:N~'~ z ~ D- O z ii2 w w z a z w ~ :.=! ii ::J if! ~ ! ~ I 0 u w u i ~ :lC K! i ~ I f ~ ~I~ ~ ~r - j 'p I.: , l l ::, ih Bm~ l- I I j If. 'J II- .. T 1111Il I ." ij, ~l ~I ~, I I , I I ~ ~g " .~ ~~ i!!>=1 :S I ~ ~ ; ~ ~ m I i ~ a U I i ltU ~u t :~~ ~~ ~~"e ltl I, : 'I iI :)J ... ; I' :d -- . ~.l..j'..i~'::. :~::.:'. ~:i/~~J~: ~ ,......_'~.:;. ',r '-.'. . \';u.:::.=L~."''': "._1,':';7:: :ii dl~,:' ti:i7 \/:'I;} :;i)~ ~ ~~ ~, jll!... ~~~ ~ :~ ~ :~ .. .t. ~ If ,.. I ~ I I I I I I I -- I ~'~J--~ - - - _ Ii llJ llJ ., I~ 113 B Ii ~~ d I I I ;; ~~ ~i I' .'1 :1 Ii ~. ii' :rn""^v SS3HElNO:l, 1 I I ',';:'" -,-:-.L - --'--=:-=',-"-':c; -..;.--- -, _ _ _ ;:cc-:- -=-.= _ -:- -.-=- I EXHIBIT "B" ,j hi -I. ;-; i ~ <D'" <<:l '" 2 :::; ~ i -I i ; d: ~ ~ ~ :!;~-~~.~ :z ~ D- el :z ii! w w :z Cli :z w ~ :i!! ; ~ ! ~ I o u w I lI! 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I il I Iii Ii ill III I IIII !I II ~ ~ ~ ~ ~ ~ ~~~ ~~ ~sl ~ ~ ~ 0~~ I U ~Q~ m ~~ .Q~ ~~ < !l ~ ~ ~ffi l~ m F; ~ ~ ~< & ~ " ~ ~ ~ ~ "OR~"""""''''''. ~I:) l!l (S.R.l107) ;:z: ~ ~I~~ ?s, il Z::5 ~ ~ ~ L.W.o.O.C.o.w.t.E"- ~ qHi;;I ~~~m~ ~ ~ I:) ..., & ::l ~ U,," ~ ~~(;~r;. , , ~ ' If) I~ i~~ ~! IIi Ij~ Ii ~ ~~ og~ ~~ 0 ~ ~~~~. ~ ~~ i~~ ;i ~~~ ~~~~; @ I~ ~~~ ~a ~I~ ~~~ ~~ III il ~I~ ~~ ~~ ~~i ~~ ~ ~~ ~~I~ ~~ ~i ~~i ~~ ~ *~ m ~ ~~ ~~ ~~. ~ & ~~ ~ ~ ~z ~~ ~~~ ~ ::5 n~ ~ ~ ~~ ~~ mm~ l ~ II ~~~ I~ ~~ ~~~ ~ ~~ ~I~ ~~ ~~ ~i ~ ~~ ~.~ ~~ i3 ~ ~e ~ ~ 21 ~~ ~~ ~ ii ~~m . ~~ g EXHIBIT "B" ~ ~~ o ~, ~~ ~~ g@ ::l ~~ ~~ rn~ ~ ~ !Pl~ m PUll Renaissance Commons ~H; Illi ~g ~ h~~r i~ '.1..... !lIL ~~ I ~ g ::. il;! ~ Town & Country Homes II'~ I iq J' 00" ~ III.... i. II ., Boyton Beach, Florida ~; ~ ~ ~ ~ ~ ~ " :>> !: " !; Z -i Z G) o m ;;! ;= IBIT "B" en J: :lJ c: IE G) :lJ o c: z o () o < m :lJ " ~ Iii Ii iI'm! ~ III i 'l'llil :;fi II' ! h .liI ;;! , I! 1/.. ;= ii II U lilj . 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In~~~i!UiIJn~~ a ~~ ! "~" ..~ ~ jl" n . M ....,. ~~~. ; U n Ii!!' ~ i~iI~i Renaissance Commons mi ilII ~g 0 . Us" Ir.e ;:.. ji .,IU-..j !t U d 13= iiil~ · I~ Town & Country Homes in j .~ III -..j ;i 4.&: r- II " Boyton Beach, Florida E ~ OQ II ~ @Ii '@ o "'" i"" I" 'i{li f ! 1<: '0' - IJ! , 31" I " 1 i II~I' ] . ~ I~'C :;,t. ~ ~!: . _ N" !,.al. I- - . l :", ~ 1 . .1... [~::I ,.1 II J 5- ~ = - II. i . li G jCI~ I ,I, \I .. I . I i .... I I '. -' , , . I ;i!" I I'~ i -1- , ; 1-- " , . ,! . .> lit n~ Ii i I" ~!;;~ lfi i;~; l I !lll!I!~ 1\ !j!i 'I'; b ~p I !I il-l I'l I! f~" i! i; d ,t \ ;~!f!F ~I ~I '. I!: I! Il ! .i~ l~,l.i ! ,I I 8 i i I I'" 1"1' ii~I' (' i' ~ " · ~~~~ ~ /l~~ /:'ll:~l."'!.'lr', lij IH '1II'flj \\I;I~I\lli ill !I if ,Ii:l ~I !il;ll~ ji !i ~lli ,I &IFill -Ii h' iji ~l ! ~. iii,!illljt~t il ~. I .~! d h.p al 'j ! ! I.. "! l a . I . I,! ! 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A...OI2IDA I I' , C' I I I' ~ !! ~ Iii I I: I~ " i-:+'d-I- I t ~ ~.; .. ,:~" .,~ 7.:~~~:"~~;.<~' ;;.....:.:<'~:. ....',.' .... .',h' "......,. .. ....~". ______~a~ ~~ ~ :~:: r::- n~-~--------_~ L' ~ <.. -, "!;''- f=! l' ~~ ~~ r~~ :;'1 ~ ,., 1= NORTH CCNGReSS AVENUE ~ I'"l ~ . :~.;I.:~..; ~ ~ ~ ~ ~ 0 '" N"" I: .:1:: f ":1:; r ','1':' 'I 'j": .i .f: :r:: I ?j. ":i::: I. r: ::1::' <'j';' :r ::'1::: l :.:1:.: ,. .;.j.;. I ;:t:: I i "t'"" J ::!::: t i .1.: I J; i ,'.1" I r i ":j::: .; /: ~ ~ ~[]~ fn~ ~... -h- e 11 6,I~ ~ i ~u g i ~K[ : ,E 'i~~ ;: -: .o~ . ..(.. i" to ~. 0" 1; ~ e ~." i i)'=ii "' ~ j ~ i =~~ i H~ E ~ ~ Pl~z ~ f lJ rn n " ij ~ ~ ~ ~ . ... .. ... n.." ."............ ... ... ",'. .'.', .:.;...:.;.:-:.:.' EXHIBIT "B" ,.w; , .. .. . .. ... . . ... .... .',', ...... '.',' ,.. ~ ii! 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LICENSE 0002489 SOTOLONQOIl ------?--..-__-...._. _...-._IUM___......_._OO_.._'-llI__'-_______. _.-;MTlCTI,__"," Ill.-" 1Il__--..._______. .~ -i ij QI ~~ ~~ r r'i ~..~; ~,.~',..~ it ,. l~ !ll~ !lil~~ n !l .. ' ~. ~ l> --I --I ~ ~ ~ ~ 'I \)l 'I \)l ~ -.... " -.... G' G' ~ * ~ 'I " ~ ~ ii;i~ii;~ij i h;.~~.jh~ ; !1~~I~i.i3~ ~ i~i~ll;l~a ~ l~b~!I~ ~ II~ ,i ~! ~~ ~I~~! 'I ~;o ,~.q.j 'Q'Q'.. 'Q 1 I' I'll l'l'i II EXHIBIT "B" ~ 'I ~ ~ 'I " ~ * ~ ~ . TOU:~~~::::~~?~ ~C. soIiToI!I;LIiOrINGol~<' '::~~:~:~~::~~,::' mTI1IIm.i _ CORP. LICENSE 0002489 ~ _1Il__._..___-..rIY_Il_!'I-.......-__..IllII.._-...lIII_II__lIII__~_______.. _~_....Ml'III._III...,_~________. ~8 -ll'iID ;~=ce 5~ ~C ~2 =~ ~ i!J) " ~ j; II ~ ~ , M ~ :11 1IJ C ~ -l I ;D o &U 2 ~B ~ ; Q Z g ~~ li> D @>> I,'. LI~',' -'.' .r. 0,,;. J. ~ a~~I"~~ o 0 ILl H lit I~ I r I~ I. I ~:-'-'- i: I~ j - .. I~u 0.- ir'i l''i EXHIBIT "B" ~,,- -. 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IT,r I i I I !rrrJ<.;! I ! I I .:TTT: b- . .. "",".1>' i I Nt MOURIZ 1IOJAIlISUJ'AlC" .ISS:X....E~, lllC i U ,~.' ."., ~I'.' '...~ ~IM ,I RICMAISSAlHlcre eOlllllilOMS '" "'~" 'flu "'" '" {",,~, .,,~-.. SALAZAR _w._,.. CCJtwPSON ASSOCIATES OF BOYTON u...c. ~ .,. rtl BOrTON ElEAO-l. R..CQIDA ARCHil ECI S & PLANNlRS . -..:,~<:~;~,".' ;,:";':'~.~,~';'; ;;~::~t .::;-;,....~'::~. .;.'~ .~'"j ~",;:~.':.:i' .:.:-:'.' ,;' t. ~~~:. ~;;":1' :.~^J:~,~"''";' ..;,~!.;".;,.":.~'i.!...:t.',~, w EXHIBIT "B" ,. '" ~ 4: )' 1 I ~H '1'.~' ." ~~. - -- r ----- I :I W"G) ct>)lIJ reO O-iC zEz G) 0 ~Cr I~~ ( 1l Ul~m I . ~ _ r ~ ~~;J! y '. ~ t l>mO lOr 0 ~ lIJUlllJ mUlll ~~~ I I~ ~~ S Hl ~ " I n~ ~ h~ I 1 ~~ 4 g 8 =I iieJ "R l'iID ~ <( c:;: ~~ ~ c;: ~ ~ F 5~ '\g iF , OJ n ffi fCI ~ "'" ~ ~~ "" ~ -g~-G) :/.ii " Iii ~, I!I> < ~ i'iii . :iij 1l ~ ~ i~ ~ I ~ ~I":, >1':1. a~z ~," I~ i - I ! 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ARCHITECTS & PlANNERS l.,...','''....,.M ..,"'M'..~AI~"H...."f.ll. 'Nf. ....rlM."t~I.oI.....J"..otl......,.....,..,..'l1''''.................,,'_..r'_/K'............ :;.~~~,_..,"""..............r....._, T.....U...."___.c~........'-....__.._lOIIII_ __"'_'''8 ~ ;. ~ ..... . EXHIBIT "B" 7'\ m -< rQ E:P ijl> ~Z . <@ ~ I i ! " I ~ l. 11 ~ I ~ ! I !il i _l-lNI: i i i ~ i s' ! t::=:I ~ ~ ~:I ~ @J P! E:::l ~ @J ~ ~ ~ ~ @) ~ ~i ~ ~ .~. !r~~q~ \i\ ~ ~ ' ~. ~ I . ~ ~. - .,. $ ~ @ ,~;.; I\: ill 01 z . ~ ~ ~ (5 z ~ ~ i:l I; .. ~ AOURIZ "~"'~"""""'.",""K [- IVI ~~t:'~:~~hl~UIU: RIE~AI$S&~CfE COMiilOINlS . j('~2/l9Y1' ~ . SALAZAR COMPSON A560CIA~ OF BOYlON "LC. BOYTON BEAO-l. R..CQIOA ARCHITECTS & PLANNERS . ___ <./,........,11 OLUiJ "U1'~': .........,........t.!>Ol': '.... __..._,..__...,..,-...,............... -...._._...1000' 1""'...,-'."..II',~""...'_""\II.aI\lIl..' ,..........,..- COMl""'_..O..,..._"~...~"'.. ...-.."'....... 11""...-"8<' . \' " ;, .. ~ I ~ o ~ I l ~ ~ ~ ~ g Ii i ~ i E ! i ,. ~ .... 7\ m -< ;Ye> (1;1> . ..Z -, 0 l'l ~ u '"s if !i U ~" r--wt. ~ ~ EXHIBIT "B" <@ I ----.- -. -. --1 t I ~ .~ ! IJ t:::::::I :~or :I :2: :1 z m 0 [l g en lO n -l -l ~. ~ r m fD o m Fii m @~ ~ < < l> l> U ::! ::! 0 0 ~ - z @J 2 z cg ~ -- ~ ~ @!) ~ ~ :s ~ ttD ~ till' ~ E3) Ii Ii = ~ ~. (Q) -21 ~ ~ ii ~ o ~@ I ~rl;~~ y~ ;~~;ol61 S.. t - . ~ , .. ~~~~ r..nt4..,......,'-b"...:.u.....!.,u~u: [ ......,....::! c.~.. U] 1......'..J nrltf~11GtI"~1hIU :01'"Ie.. \' tM.Mflf"~ ll'~ )C6J2fJ9Y1l . COMPSON A$SOCIA1ES OF BO'rTQ(\,l LLC. ~ . AACHlTEClS & PlANNERS AT' SOYTON BeAo-t. R.OQIOA -. -----.-. - "..". ----- - ~--- r.Uf'ln.,..,T.1.,.) ..,,"'..<L.......o.lNl.. 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I"f~, (2 I ~ti 11111i~1 i ... , ~~C oZ ~~ 8~::j ~~ l> :.~ ;ll~ " ;!I ~ :: ..: 4 Il __-~=-- J1 ~~c pOz :s ~ ::j ~Qw :!llt '~ Jj II ,\ I I I , I ~ o ~~ ~1O ~ Ii ~ ! :~ "~ '15 ~ w ~ 10 () ., ~ q ~~ Jj I, ! ~2 ----- -!.~ r~1 / a~ o I " LJ i : Il, I __ _, u _, __ 'N- Nt ~~~~~ t.IOllOlllr..............A!i:ilItMlc1l.11C ~." ......." -, ' "..~ ~'.'" ..~.., r"..... ._11" (1II'.ill"'" DtICIMAISSAII8Cfl: COilllllilOllll3 FO> COMZ'SON ASSOCIATES CF BOYTON l.!-C .,. eoYTQN BEACH. R.OQIOA :', >:::- ':~~ ;.;:.:~." .~; .:;'" ~"'.~::",~,~ .:..... ~,. ~ ':;:..:,;..,....." :~~.;::,:,:';''' ,:' ~":,,'{:...:.:...~.:,;.".{~;. EXHIBIT "B" n, < ~~~ si -i ~~o :'I~ :'I ~ ~ ~~~ l'lt- ~~ -t ~~o :'Ii'! :'I ~ " ~ q EXHIBIT "B" '-," \;..,.~' t- .- h_. - -- o :;2: ~~ ~8 ~ , q:;:: ~~ .'" "8 ~ ~-------") ---,.1--- , r- :L>~ '6 '0 :t i '--'- "=J , alp Zl '" a~ ~D=I-~[ , IT _~!) ([[!] 0 ,t9rr_ J ! ,:1 ~~ ~2 1 !.-... .~~ " ~ ~~~ .;.;:~-s-".- .j , , I ' , , , , , I , . 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CITY OF BOYNTON BEACI-I ~ 106.30 NORTHWEST 27TH STREET II III;....~...~.'.:.::.:.::.:.:.~.:.::..~.:.:.:.~.:.. ~ MIAMI, FLORIDA 33172 ~ ~,,:,:::.:::.:::.::: i" TELEPHONE: (305) 593-9798 ~ ~ FAX: (305) 593-0096 I: SOTOLONQO~ CORP. LICENSE 0002489 = _.._Dl_Y......_____.................-____lII.___........__OII__TIIInDI_...._.....___or _-..._.......1ll.~.__"_....______. 11 ~:~; ~. ~:~! ,: !' !,!, 3,'," ~I -I ',I ~~'i ' -n t\ --l 1: --l r m m r -< m 1>- ~ --l 2 ~ --l ~ 2 '" ... l \)l "- ~ \)l "- ~ _...._P:PROJE '" 03149 ;~! ~ ~ !l :i . ~ i e ~ g ~ ~ .. ~ ~ .. - ~ () .. q EXHIBIT "B" fol p -I ~~ ~~'~! r' i:i~ i:;:~; i: \'H ~'~'"i o' W.I"U :~~~~E"z~~ INC. lEi I; '::::;:::~::,':~::::' .;~. ~ crr.,.. OF eoYNTON BEACI-I ~ FAX, (305) 593-0096 < CORP. LICENSE 0002489 SOTOLON~OIl __.._IlI....~.........___-.._._..... ____.._....__..........__..______....._____. -----..... "'.-.. "'--....-........------. 0( l> -I ~ ~ .. \>l "- a" f' ~. l~; ~l t.' l! rl p ,." 8.~'" 81 .~ ,'H ~.~"i ; -~ -""', "".. 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SOTOLON$OIl ~! ~~ :!~!~ m;~ :m~ ~~ ~*;~I:i~;M::~i ~ h ~~ iU;! i~~i! i~rl~ ~; ;~~ id~li~;~ I ai ~ JI~ ~Id ~~ I. ~~;I~~i~ ~ih ~~ ! u~i ~Ii; ~~ i ~~ II ililnhl~ ~ ~~ ~ 2 I b 5 s5~1~* : Ii i · a li~ Ii I m! ~U! ~U! ~ ~I ii ~ I ~i~~ ~i~~ ~i~~ T g ~ 'I DD DO DD m ~m 1.1 ~~! ~Ii ~~li ~~~I;Y i 'I ~ ~ i ~ II -n ~ i --f 'I II r '< m '< 1> 1> --f --f ~ Q z i i 'I 'I IJJ II IJJ ~ --.. --.. \\' \\' ~ .. f':\I'IfOJEl;TS\ EXHIBIT "B" ~:~l ~: ~:~! ~. 'C" tll ~~ !; \ H ~ ~ 'I . i 'I .. ~ II !i1 'I i !i1 'I ~ i.,ili!; I ! I! ~ Tou:::i==E::c- solll,ollllllll,lllloiliN_o11I1< ':::~~:';i~~~~:;~~!t:E:T .~ ~ U'I [!J w CORP. LICENSE 0002489 _ ___~~_.._____.____ ...-____ "'. _~........._.-..__......_____ ___" _~ _.."'fI'...._._-..1IINlIIf.....__.-nn___. r ~ -4 ~ ~ ).. l>' ..... ij\ " ~:~i ~: ~:~! ~i !I! ~ !I :I~, ." <<~ ~ !I' -< 1>- -4 !! ~ ~ l>' ..... ij\ EXHIBIT "B" f ~~~< ~~"~5 , . . Q" ; . Q' Q- .. . Q H t,;~ ;qg !; .1 . . ~ P:\PIlOJECTS\Tti:~(Ul.\BUIL.DIIOCS\0J1._~....EL&U.DlIC ;~ i; I! i I p1 T~:;=~=::~ sO.T.oiiiiiiiiL:i.oiiN~ol=l< '::~~~:';i:~;:~:;~~If::T ..; , Q\ [!j _ CORP. LICENSE 0002489 , ____Dl_'________........-._..-____llIa____._____TIIX'ftll________ _~_..lIE'I'llI.-.!1ll_l'Mff1llllWT........______. EXHIBIT "B" l!l!l!l!~ ~n ~ll O=(S~S''''!,,!J';to.~~.- m -'~~3~ ,... 8~ ~~~~~~~~~il m ~; ~m ~ ~ z~ :! ;R ~ll!- ~!':i!ii ~~;::f 2 ~f!B ~~..o,l!i~~cP ~ -<!!l ,... i~ ~"~'l~i c-: 'b 2 I'~~ 8,... ,~~I' ~ ~l~~ Zn ~,... ~m~2i!~~~ ~ij m !!' mOW ::~ ,... H~i1I~2~ ;e"" n ~"~Ro~"m Ii 8~oi~U~ ~ ~ J): -~~'I ~'i ~ih ~~ ""z ,..., .. ;e,... -<m ~ . ,...m !C~ ~~ ~ ~ ~n~ ~ OM ~f : ~ E~C~ 0 .~ 6~ ~~ -~ ~ ~~ .~ ~ III II m III l> Effi () III "r z -I m m r m r -< m l> -< -I l> ..... -I () ..... Z () Z _...._P:~E TACBLD lUH CL ~p~ ~ ~ II n . . i i ~ .~ 0 S = = 2 '" ~ ~ ~ ~ q ~t--.) '" oo~''': ~~~A~~:~~ ~~:S, INC. ~.'" I~~< '063~'A:~,R:::~~~A 27~:,;;REET .~ I\/~ -of. ..... TELEPHONE: (305) 593-9798 CITY OF BOYNTON BEACI-l, FL~IDA FAX, (305) 593-0096 CORP, LICENSE 0002489 SOTOLON~OIl ........._~_.._____._..-._..-____...__..~.__..__..-_______0II_--._.........~1ll_""""1IIOCIUT....._____~. r .... m G\ -n -I Effi I -I m m r m r '< m 1> '< -I 1> .... -I ~ .... ~ ..- ..- '- '- / <1' x;ll ~ '- / ;.i 6~ c;~ ~~~ J~ ~iif .~ ~ _.....P:flRWE '''' ."M ., ~p~ ~ ~ Ii il ~ I ; i ~ o 0 = ~ .).. ~ ~ . \5 ~ ~ ~ ~w .. EXHIBIT "B" ij ~~ ~~: < ~ . . ~~ .~ <El> """......A./ ./-ll! ./ ...... <El> RENAISSANCE COMMONS OU.N AND COUNTRY BUILDERS, INC. CITY OF BOYNTON BEACI-l, FL~IDA 10630 NORTHWEST 27TH STREET . MIAMI, FLORIDA 33172 i= TELEPHONE: (.305) 593-9798 I: FAX: (305) 593-0096 CORP. LICENSE 0002489 __...._~__.._____._...-._"--__.._lll.____.__..__......._______DI' _~_..1ltl'f.._..___................_______. ~~ ~ U ",;,:,",.'. UJ p!'~ SOTOLONQOII EXHIBIT "B" '- .l\,.""~ ~-. -. _ -- -- -- .. ______ ---------- -- I.!~ ---- \i;, .. .,.. .. 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QQ II EXHIBIT "B" N,C()ftK;IlESSAVE. ~ ~ ~ 1" ~ ~ ~ Vl n QI ?f ~ II W c::! : i Ti-I ~ ~ ~~ ~&\Cif ~WI~ !jwm !i'illl Renaissance Commons ~Hf illl ~g 0 Iiiji ;.. j! .,liI'" t ~I 't! :: iib~ Q Ii Town & Country Homes I~ i I . ~ JII -oJ II ,- Boyton Beach, Florida ~; EXHIBIT "B" ~ of" OJ t; tu !if ..... ~ ~ ~ ~ ~~ q . ~ ~ ~~ ~I)~ I ~il =%' I-~-~ ~il #lR ~ i : ( ,,~~"'L t=" L-.. ~ ~ (.-1 W "L:c:1 'L L..., l~ D @ @ 1~s1f @ -I liD 1) liD :J) (l) (~ 1: W ~ L ( l~ ( (!} ( tl ~. (~ ~.j) ~:J) ~;]) l~ I:,) r, ~ r;;; p I. (:,) j. (:) ( r o~. (. D @ l @ IW~!j @ 1 I rj f ~ h --' h -'~ " ~ "- Lr: = --' ~ ~ ~I ~~~ I T 'i# T ~V -OV- ~ 1'~~ ~~ ~ ~ r=:: 1c"~ ---~Ij:< l-~J:: ~II I (J @ ~ ~ @) [>- - l @i:' : @) r i I~I :. r _J ~~ [I l-J. I I ~: ~~ ~E~ r I ~ ~ .[1 i !~~\,. I ~~ ~.~Q;J"~~ ~ :: ~~1;f\1 ~W) I ~ I -:v .1' rw ~~ ,- III 1 ( I U. ~: ~,~ ~ ~ - ~ J ~ ~ ~ I ~ :: ~ ~ ... I ~ ~ c1 l I I @:: ~ @ ~ ~}) ~ ~~ >!>? 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'..1 Town & Country Homes II d I ~g 'IiI! ~ ~ {II .... h II " Boyton Beach, Florida I. ~ ~ I EXHIBIT "B" Ul fi] ~ ~ II VJ q q~ ~ ~ ~ , I, i~~ ,,1 1 ~~ ~ -I ,,~ ~ I 11 tJ[ ~~.J '- ~~~"'L ?-" ~ 1 Ii: 0 "~~ @ I @I I I: [ r :::. :::. ~ ~ a. ~ :: :'. :~ :: :. II II ~i ~:..~ W'~"en: ~:'" ~/ ~/l'1\I/,' __ 1 ~ ~ 1 I II: ~~ / "'-/ I IU!~ ~- L ~~ ~J ~ ~-'L '~' I . -.!o ~ ., . I \}-): . ~ -[ 1--' - ~ ""': L :i I ,fl:@ ~ @ r ~ ,J @""' : @ L I I it I I \rJ: . ~ [~))} {+ h ~ ~ ; ~ l. ill !! JI-~~~rr~:;~::iil I Wi' ~ l}} (l ~ _~~ l I I I \l) :@: : @ 1 po ) @ b ~ ~ @ ~. 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Ii- 'i~ ~ ~ ~ m ~ l! ~'" ~O' ~ 0' ~ .. rli ~ J& ~Ii' ~. ~ ~ ~ ~ ~. .F [~" ~ Ii' " II ~ ~ ~'p~ 5: :;- :;- Ii' f. ~~ ~ ~ ~~ [;[;1 ~. ,. ~ ~"~ ~f~oi~ ! ~, ~.t ~ "sr ~ sr ~ &' ~ [ ~: If ~ :;- ~ " i ~ 1: ~ ~ f "~ ~ ~:::\ ~~ ~ Y)"~ ~~f ......... ~ ~~ ~ &\ ~~' 9:WI:::3 - q EXHIBIT "B" 0\ ~ ~ ... . i ~~ . . ! ~ ~ -'\ " " . . ~ s~ . ~ ~~ ,:~. ;:;~Z!~5i!~1lI i ~q ~ ~ ii iiii'lilili ~ in umiil !~ Ii M ;llj ~ ~ ~I ~I II II~jl ~i ! i~ i }~5U n~ ~ ! A !II I ! " ~ . , n Ii nm ~m ! ~ II mlilil I II ~ Ii !IIi ~!Ie j . ~ ~d Wi ~ I ~ ~ ~~ ~ ;::! ~ --- ~~ ..:~~~.:.;;;:; ~~ .. ~~ ;;;; ~~~~~ ~~~~ ~ x~ ;~ "!E~~~~~~ ~~ ~~ .~ ~~ ~~ "I'" k~~~ ~t:; w,,;;;t; "I l.oj '" ~ "' >~ ~~~~ "1"'1 "1"1""",..,,,.,,,,,,,,, ~~ '" ... ;.~~ ~~m ~~~ ~ M~ t::~~MMMMt::M ~ !I'M M !" ~~ mmm ~~ ~~ ~~ s~ mn m ~ ii mmii ~i ii i Ii mu .m i Uh~ ~~ ~ r".. n . ~ ~j uw ~ !~iI~1 Renaissance Commons m~ ilJi ~8 0 ijij~ r- 1~ ~n I c:. .,liI OJ ~~m Town & Country Homes II! J I ~~ iij;~ ~ I! III --J II .' Boyton Beach, Florida II EXHIBIT "C" Conditions of Approval Project name: Renaissance Commons File number: NWSP 03-007 Reference: 2nd review plans identified as a New Site Plan with an June 10,2003 Planning and Zoning Department date stamp marking. DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: 1. Prior to permit application contact the Public Works Department (561-742- 6200) regarding the storage and handling of refuse. 2. Garbage collection is indicated to be by curbside pick-up; however the dead- end configuration of the roads for garage access will not allow sufficient space for solid waste trucks. Rollout carts will have to be placed on the front side of the town home units or an alternate means of trash pick-up will be required. PUBLIC WORKS - Traffic Comments: 3. Provide signalization plans (if required) at the time of permitting. Modify the signal at the intersection of Congress Ave. and the asphalt drive (extension of Catalina Dr. on the west side of Congress), with County concurrence, as specified by the results of the traffic analysis 4. Reconfigure the driveway in the northwest comer of the property so that it is one-way into the site. Close the proposed median in the Catalina Dr. extension (as shown on the Schnars Preliminary Engineering plans, Sheet Cl of5). 5. Show sight triangles on the landscape plans (LDR, Chapter 7.5, Article II, Section 5 .R.). Reference FDOT Standard Index 546 for the sight triangles along Congress A venue. Use 25-foot sight triangles for the roads and driveways intersecting the north access road. 6. It is recommended that three-foot vertical delineators be placed along the west side of the southbound left turn storage lane to prevent crossover traffic (Sheet C-2 of 5). Provide this information at the time of permitting. UTILITIES Comments: 7. Fire flow calculations will be 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 COA 06/19/03 2 DEPARTMENTS is greater (see CODE, Section 26-16(b)). 8. Easements, a mInImUm of 12 feet In width would be required to accommodate all required utilities across lots with convenient access for maintenance, and where possible shall be centered on lot lines. A force main is proposed inside an eight - one half (8 Y2) foot wide utility easement, which does not meet the 12-foot wide requirement for easements (Chapter 6, Article N, Section 6). Either revise the civil drawings to ensure compliance with this requirement or obtain a variance from the Regulations. ENGINEERING DIVISION Comments: 9. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. Ensure the Mouriz Salazar Site Plans match the Schnars Engineering Corp. Civil Plans. 10. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review. 11. In a May 23,2003 letter from Mr. H. David Kelley, Jr., City Engineer, to Mr. David M. Flett, "based on several discussions that this office has had with the proposed purchaser of the southern 23.368 acres of the original DR! tract, this office will grant the waiver request (for the intended sale thereof) on the condition that the purchaser recognizes that it will be required to replat this purchase in order to accommodate its residential/retail master site plan. In addition, the balance of the Motorola site will also require re-platting from the intended retail/commercial areas as approved in the Motorola DR! Nope #1 application last November 2002 by the City Commission. This will require inclusion of the balance of the Motorola site with the existing industrial building (and its support amenities) and the above stated school site". This re-platting shall occur prior to the issuance of any building permits. 12. Lake excavation or fill operations shall require a separate Excavation & Fill Permit, issued through the Building Department. This permit may be applied for during the site process. 13. Show proposed site lighting on the civil and landscape plans (Chapter 4, Section 7.BA.) The lighting design shall provide a minimum average light level of one foot-candle. On the lighting plan, specify that the light poles shall withstand a 140 MPH wind load (Chapter 23, Article II, Section A. La and Florida Building Code). Provide a note that the fixtures shall be operated by photoelectrical control and are to remain on until 2:00 a.m. (Chapter 23, Article II, Section A.1.a.) Include pole wind loading, and pole details in conformance with Chapter 6, Article IV, Section 11, Chapter 23, Article I, INCLUDE REJECT COA 06/19/03 3 DEPARTMENTS INCLUDE REJECT Section 5.B.7 and Chapter 23, Article II, Section A on the lighting plan. Glare, which is readily perceptible at any point at or beyond the property on which the use is located, is prohibited (Chapter 2, Section 4.N.7). Lighting shall be directed away from any residential uses (Chapter 2, Section 4.N.7). Lighting shall not be used as a form of advertising in a manner that draws more attention to the building or grounds at night than in the day (LDR, Chapter 9, Section lO.F.5). Provide photometrics as part of your TRC plan submittals. Move the lighting detail and note to the photometric plan. Also, the location of the outdoor freestanding lighting fixtures (as shown on the landscape plan) does not match that sight lighting, which is shown on the photometric plan. 14. It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to eliminate future shadowing on the parking surface (LDR, Chapter 23, Article II, Section A.l.b). 15. The roadway (including medians) on Congress Avenue has existing irrigation and plant material belonging to the City of Boynton Beach. Any damage to the irrigation system and/or plant material as a result of the contractor's operations shall be repaired or replaced to the equivalent or better grade, as approved by the City of Boynton Beach, and shall be the sole responsibility of the developer. Please acknowledge this notice in your comments response and add a note to the plans with the above stated information. 16. Full drainage plans in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. 17. At the time of permitting, specify storm sewer diameters, inlets types, etc. on drainage plan. Indicate grate, rim and invert elevations for all structures. Indicate grade of storm sewer segments. Indicate material specifications for storm sewer. 18. At the time of permitting, provide details for paving, grading, and drainage. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and will be reviewed for constructability at the time of construction permit application. 19. Sidewalks adjacent to parking lots shall be continuous through all driveways and shall be 6 in. thick within driveways (Chapter 23, Article II, Section P). Typical sections need to be revised to reflect this as well as adding a note at the crossings on the plans. FIRE Comments: None POLICE COA 06/19/03 4 DEPARTMENTS INCLUDE REJECT ts: None BUILDING DIVISION Comments: 20. Indicate within the site data the type of construction of each building as defined in Chapter 6 of the 2001 Florida Building Code. 21. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of Chapter 6 of ASCE 7, and the provisions of Section 1606 (Wind Loads) of the 2001 edition of the Florida Building Code. Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 22. From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. 23. At time of permit review, submit signed and sealed working drawings of the proposed construction. 24. At time of permit review, submit separate surveys of each lot, parcel or tract. For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot, parcel or tract. The recorded deed shall be submitted at time of permit review. 25. At the time of permit review, submit details of reinforcement of walls for the future installation of grab bars as required by the Federal Fair Housing Act 24 CFR 100.205, Section 3, Requirement #6. All bathrooms within the covered dwelling unit shall comply. 26. All bathrooms in the covered dwelling unit shall comply with the provisions of the Federal Fair Housing Act 24 CFR 100.205 (C)(3)(IV), Requirement #7 (2), Paragraph (A) or (B). Clear floor space shall be provided at fixtures to allow a person in a wheelchair or other mobility aid the use of the fixtures. Clear floor space shall be shown on the plans and designate which design option of requirement #7 (A or B) is being used. 27. Buildings three stories or higher shall be equipped with automatic sprinkler systems per Florida Statute 553.895. 28. The amenity building shall comply with Chapter 11 of the 2001 Florida Building Code for handicap accessibility. 29. A water-use permit from South Florida Water Management District shall be COA 06/19/03 5 DEPARTMENTS INCLUDE REJECT required prior to issuance of the irrigation permit. Florida Statute 373.216. A copy of the permit shall be submitted at time of permit application. PARKS AND RECREATION Comments: 30. The Recreation and Parks Department has reviewed the new site plan for the Renaissance Commons. The Parks and Recreation Facilities impact fee is figured based on 258 multifamily housing units and 242 single family attached (Townhouse) Units. The fee is due at the time of the first applicable building permit. 258 multi-family units @ $656 ea = 169,248 242 single-family attached units @ $771 ea = $186,582 Total $355,830 31. During the DR! process, the applicant promised to work with staff regarding a periphery greenbelt along the south and east sides of the subject property. While not a requirement, staff recommends incorporating a 40-foot wide greenbelt into the design, in particular, along the south and east property lines. FORESTER/ENVIRONMENTALIST Comments: 32. A Lake Maintenance Plan document must be provided for the proper maintenance of the lake plantings. A time zero and quarterly monitoring report for two years is required of the developer. 33. The applicant must design / install native species of upland trees, under story and littoral plantings along 50% of the lake perimeter within the entire 20 foot wide lake easement. At the time of permitting, a cross-section of the design should be included on the landscape plan. 34. All newly installed trees noted on the Landscape Quantities list must be a minimum of 12 feet in height, 3 inches DBH (4.5 feet above ground), Florida #1 quality (Chapter. 7.5, Article II Sec. 5.C.2.). 35. Revise the landscape plan to include the City signature trees at the project ingress/egress locations (Chapter. 7.5, Article II Sec. 5.C.3, N.). 36. There is no irrigation system design included with the site plans (Chapter. 7.5, Article II Sec. 5,A.). Provide an irrigation plan at the time of permitting. PLANNING AND ZONING COA 06/19/03 6 DEPARTMENTS INCLUDE REJECT Comments: 37. The stand alone commercial building (shown as Phase II) proposed in the northwest comer of the property will require separate site plan review. 38. If required, the abandonment and rededication of any easements must be recorded prior to the issuance of the first certificate of occupancy. However, if a new or rededicated easement is proposed and does not meet the specifications of the Land Development Regulations, approval of a variance would be required prior to the issuance of any building permits. All requests for relief from the Regulations are subject to the Planning & Development Board and City Commission review / approval. 39. The townhouse buildings encroach into the required 40-foot wide front setback (along Congress Avenue) and 40-foot wide rear setback (along LWDD E-4 Canal) (Chapter 2, Section 5.G.2.). Revise the plans so that the buildings do not encroach into the required setbacks or request a variance from the Land Development Regulations. All requests for relief from the Regulations are subject to the Planning & Development Board and City Commission review / approval. 40. Ensure that the configuration of the parking areas (which includes the placement of the interior landscaped parking islands) is consistent between all plans. Ensure that the total number of proposed parking spaces matches between the graphic and the tabular data. 41. On the overall site plan tabular data (Multi-Family / Retail Parcel Data (cover sheet), ensure that the entry #3 matches with entries #4.d. and #4.h. 42. On the elevations of the permit plans, the cumulative signage area for all commercial buildings shall comply with Chapter 21, Article IV, Section 2. 43. The Little Gem Magnolia (as shown on the Typical Unit Plan, sheet L6 of 7) must be installed at minimum 12 feet overall height and three (3) caliper inches (Chapter 7.5, Article II, Section 5.C.2.). 44. Landscaping at project entrances shall contain a signature tree at both sides of the entrance (Chapter 7.5, Article II, Section 5.N.). A signature tree is a tree with blossoms or natural color other than green intended to beautify project entrances and contribute to the city's image with this element of aesthetic conformity. Signatures trees include Yellow Elder, Tibouchina Granulosa, and Bougainvillea. Note that signature trees do not contribute toward the total number of required perimeter trees. Signature trees must have 6 feet of clear trunk if placed within the safe-sight triangle (Chapter 7.5, Article 2, Section 5.N.). 45. Fifty percent (50%) of all site landscape material must be native species COA 06/19/03 7 DEPARTMENTS INCLUDE REJECT (Chapter 7.5, Article II, Section 5.P). The landscape plan data (sheet L1 of7) must be corrected to indicate the accurate percentages of native plant material. 46. The elevation drawings of the mixed-use building do not indicate the height of the peak of the decorative cupola. If the peak of the decorative cupola exceeds 45 feet, the building height would have to be reduced to comply or the applicant would have to request and be approved for a height exception. 47. All elevation drawings must indicate the proposed building heights as defined by the current definition of the Land Development Regulations. 48. For consistency and compatibility, staff recommends that the stand-alone commercial building (Phase II) should incorporate the same architectural enhancements as that of the mixed-use building (i.e. foam banding, similar building colors, same roof type, awnings, and similar exterior finish). 49. Place a note of the site plan sheet SP-l (under the General Notes) that no screen or solid-roof enclosures are permitted for the townhouse buildings. Ensure that architectural integrity and character is maintained should the applicant choose to "screen-in" the front porch (under the 2nd story balcony). 50. Once the commercial buildings are completed and all tenants have been determined, the cumulative area of all wall signage would have to comply with Chapter 21, Article IV, Section 2.C. of the Land Development Regulations. 51. Staff recommends incorporating a meandering, multi-use trail into the design of the rear 40-foot wide rear setback (along the L WDD E-4 Canal). Staff further recommends that this trail / pathway be eight (8) feet in width, but not less six (6) feet in width. ADDITIONAL PLANNING & DEVELOPMENT BOARD COMMENTS: Comments: 52. To be determined. ADDITIONAL CITY COMMISSION COMMENTS: Comments: 53. To be determined. ELJ S: \Planning\Shared\ Wp\Proj ects\Renaissance Commons\COA.doc Johnson, Eric From: Sent: To: Cc: Subject: Kelley, David Thursday, June 19, 2003 8:40 AM Logan, Laurinda;Johnson, Eric Rumpf, Michael; Livergood, Jeffrey RE: Replat Renaissance Commons I think it is pretty evident; they will replat regardless of what they proposed or choose to 'label' their development. Dave.... -----Original Message----- From: Logan, Laurinda Sent: Thursday, June 19, 2003 7:47 AM To: Johnson, Eric Cc: Kelley, David; Rumpf, Michael Subject: RE: Replat Renaissance Commons Importance: High ThClvd~.s, LooRs. gooci to VIAe, how Clbout ijOlA DClVe? ThL.s L.s vegClvci.s theLv veque.st fov Cl pLClt wClLvev ClV'vci ijOIAX ve.spoV'v.se to theVlA. Theij hClve V'vot ijet pvovLcieci ClV'vij Clck:.V'vowLedgeVlAeV'vt thClt theij wLLL Cldheve to ijouv c,oV'vciLtLoV'v.s LV'v thClt Lettev.so hLc hCl.s dVClfted cl COV'vciLtLoV'v of AppVOVClL wLth tho.se vequLveVlAeV'vt.s. Ul )( {..It- S':2 -----Original Message----- From: Johnson, Eric Sent: Wednesday, June 18, 2003 5:59 PM To: Logan, Laurinda Cc: Kelley, David; Rumpf, Michael Subject: Replat Renaissance Commons Laurinda, The following is your Engineering Condition of Approval: In a May 23, 2003 letter from Mr. H. David Kelley, Jr., City Engineer, to Mr. David M. Flett, "based on several discussions that this office has had with the proposed purchaser of the southern 23.368 acres of the original DR! tract, this office will grant the waiver request (for the intended sale thereof) on the condition that the purchaser recognizes that it will be required to replat this purchase in order to accommodate its residential! retail master site plan. In addition, the balance of the Motorola site will also require re-platting fro the intended retail! commercial areas as approved in the Motorola DR! NOPC #1 application last November 2002 by the City Commission. This will require inclusion of the balance of the Motorola site with the existing industrial building (and its support amenities) and the above stated school site". This re-platting shall occur prior to the issuance of any building permits. Thanks. Eric 1 Johnson, Eric From: Sent: To: Cc: Subject: Kelley, David Wednesday, June 18, 2003 7:59 AM Johnson, Eric Rumpf, Michael; Logan, Laurinda RE: Utilities Conditions of Approval for Renaissance Commons Eric: The phrase is "A force main located in a 8-1/2 foot Utility Easement [along the south property line] will need a variance". We told the designer that the easement must be 12 feet wide (per our utility requirements), but he stated that it was abutting a FP&L easement, and he would 'overlap' that easement. He is to study the problem and respond back to the city. Dave.... -----Original Messagen--- From: Johnson, Eric Sent: Tuesday, June 17, 2003 5:18 PM To: Kelley, David Cc: Rumpf, Michael Subject: Utilities Conditions of Approval for Renaissance Commons Dave, I am in the process of finalizing the Conditions of Approval for the above referenced project. You indicated the following new comment: ''A.F.M. located in 8 1/2 foot u.E. - Will need variance". What does this mean? What is AFM? A forced main? A variance from what code citation? Please advise. Thanks. Eric 1 DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 03-083 TO: Michael W. Rumpf Director of Planning and Zoning FROM: Timothy K. Large ~ TRC Member/Building Division DATE: May 9,2003 SUBJECT: Project - Renaissance Commons File No. - NWSP 03-007- 1 st review 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) - Timothy K. Larqe (561) 742-6352 1. Indicate within the site data the type of construction of each building as defined in Chapter 6 of the 2001 Florida Building Code. 2. Indicate within the site data the occupancy type of each building as defined in Chapter 3 of the 2001 Florida Building Code. 3. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of Chapter 6 of ASCE 7, and the provisions of Section 1606 (Wind Loads) of the 2001 edition of the Florida Building Code. Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 4. Add to each building that is depicted on the drawing titled site plan and floor plan a labeled symbol that identifies the location of the handicap accessible entrance doors to each building. 2001 Florida Building Code, Sections 11-4.1.2 and 11-4.3. 5. The accessible parking spaces that serve a use shall be located on the shortest safely accessible route of travel from adjacent parking to an accessible entrance. The 2001 Florida Building Code states that buildings with multiple accessible entrances shall have accessible parking spaces dispersed and located closest to the accessible entrance, 2001 Florida Building Code, Sections 11-4.1.2(5), 11-4.3, and 11-4.6. S:\DevelopmentIBuilding\ TRC\ TRC 2003Renaissance Commons NWSP 03-007 Page 1 of 5 6. Add a labeled symbol to the site plan drawing that represents and delineates the path of travel for the accessible route that is required between the accessible parking spaces) and the accessible entrance doors to each building. The symbol, required to be installed along the path, shall start at the accessible parking spaces and terminate at the accessible entrance doors to each building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route. (Note: The minimum width required by the code is forty-four (44) inches). Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with Section 11-4.3 (Accessible Route) and 11-4.6 (Parking and Passenger Loading Zones) of the 2001 Florida Building Code. Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the 2001 Florida Building Code. This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 7. Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed for the/each building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues [Section 3107.1.2, Chapter 31 of the 2001 Florida Building Code] : a) The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the South Florida Water Management District's surface water management construction development regulations." b) From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. c) Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/ drainage (civil plans). 8. As required by Chapter 4, section 7 of the Land Development Regulations, submit a floor plan drawing. 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 A1, A2, A4-A7, A13, A14, THA-1 through THA-3, THA-7 through THA-9, THA-13 through THA- 15, THA-19 through THA-21, THA-25 through THA-27, THA-31 through THA- 33, CLA-1. However, add to the floor plan drawing a labeled symbol that identifies the location of the handicap accessible entrance doors to each building. The location of the doors shall match the location of the accessible entrance doors that are depicted on the site plan drawing. 9. Place a note on the elevation view drawings indicating that the wall openings and wall construction comply with Table 600 of the 2001 Florida Building Code. S:\Development\Building\ TRG\ TRG 2003Renaissance Gommons NWSP 03-007 Page 2 of 5 10. On the site plan and floor plan, indicate the number of stories that are in the leach building including, where applicable, mezzanines. Indicate the overall height of the/ each building. 11. Indicate on the floor plan drawing within the footprint of the building the primary use of the building. 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 building. 12. At time of permit review, provide a completed and executed City of Boynton Beach Unity of Title form. The form shall describe all lots, parcels or tracts combined as one lot. A copy of the recorded deed with legal descriptions, of each property that is being unified, is required to be submitted to process the form. The property owner that is identified on each deed shall match. 13. At time of permit review, submit signed and sealed working drawings of the proposed construction. 14. To properly determine the impact fees that will be assessed for the one-story pool/clubhouse, provide the following: Submit a notarized affidavit on the letterhead of the property owner, company or association. The letter shall list and contain an answer to the following questions. a) Will the pool/clubhouse building be restricted to the residents of the entire project only? b) Will the residents have to cross any major roads or thoroughfare to get to the pool/clubhouse/recreation building? c) Will there be any additional deliveries to the site? d) Will there be any additional employees to maintain and provide service to the site? Please have the applicant provide the City with a copy of the letter that will be sent to the impact fee coordinator. To allow for an efficient permit review, the applicant should request that the county send the City a copy of their determination of what impact fees are required for the pool/clubhouse/lease office building 15. Add to the/each building that is depicted on the site plan drawing a labeled symbol that identifies the location of the proposed handicap accessible unit(s). Add to the drawing the calculations that were used to identify the minimum number of required units. Also, state the code section that is applicable to the computations. Show and label the same unit(s) on the applicable floor plan drawings. Compliance with regulations specified in the Fair Housing Act is required (Federal Fair Housing Act Design and Construction Requirements, 24 CFR 100.205). 16. Add to the drawing the calculations that were used to identify the minimum number of required handicap accessible parking spaces. Also, state the code section that is applicable to the computations. 17. Add a labeled symbol to the site plan drawing that represents and delineates the path of travel for the accessible route that is required between the accessible units and the recreational amenities that are provided for the project and other common S:\DevelopmentIBuildingITRCITRC 2003Renaissance Commons NWSP 03-007 Page 3 of 5 area elements located at the site. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings required to be installed along the path. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route. (Note: The minimum width required by the Code is 44 inches). Add text that would indicate that the symbol represents the accessible route and the route is designed in compliance with regulations specified in the Fair Housing Act. Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the Florida Accessibility Code for Building Construction. This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 18. At time of permit review, submit for review an addressing plan for the project. 19. Add to all plan view drawings of the site a labeled symbol that represents the location and perimeter of the limits of construction proposed with the subject request. 20. At time of permit review, submit separate surveys of each lot, parcel or tract. For purposes of setting up property and ownership in the City computer, provide a copy of the recorded deed for each lot, parcel or tract. The recorded deed shall be submitted at time of permit review. 21. Add to the floor plan drawing of the clubhouse a breakdown of the floor area. The area breakdown shall specify the total area of the building, covered are outside, covered area at the entrances, total floor area dedicated for the clubhouse and other uses located within the building. Specify the total floor area that is air- conditioned. Label the use of all rooms and floor space. 22. At the time of permit review, submit details of reinforcement of walls for the future installation of grab bars as required by the Federal Fair Housing Act 24 CFR 100.205, Section 3, Requirement #6. All bathrooms within the covered dwelling unit shall comply. 23. All bathrooms in the covered dwelling unit shall comply with the provisions of the Federal Fair Housing Act 24 CFR 100.205 (C)(3)(IV), Requirement #7 (2), Paragraph (A) or (B). Clear floor space shall be provided at fixtures to allow a person in a wheelchair or other mobility aid the use of the fixtures. Clear floor space shall be shown on the plans and designate which design option of requirement #7 (A or B) is being used. 24. Sheet SP-1, "General Notes" #13 - Remove reference to SBC and insert "2001 Florida Building Code". #14 -Include the text "2001 Florida Building Code". S:IDevelopmentlBuildinglTRCITRC 2003Renaissance Commons NWSP 03-007 Page 4 of 5 25. Sheet SP-1, submit a clear detail of the light poles. The light poles shall be designed for 140 MPH wind load per the 2001 Florida Building Code, Section 1606.1 . 26. The canvas canopy located at the parking structures shall be designed to withstand 140 MPH wind load per the 2001 Florida Building Code, Section 1606.1. 27. Sheet SP-2, The handicap ramp shall comply with the 2001 Florida Building Code, Section 11-4.8 for the required maximum allowable slope and rise, width, etc. 28. Clearly define the areas applicable for this review. Is the entire area as shown on the plans included in this review? Please clarify. 29. Sheet A1, the plan notes the retail structure as 10,662 square feet and sheet SP-1 notes 10,700 square feet. Please clarify. 30. Submit a floor plan for both retail structures and also the residential units above the retail area. Chapter 4, Section 7 of City of Boynton Beach Land Development Regulations. 31. Are the residential buildings equipped with an elevator? If so, all single story dwelling units shall comply with the requirements of the Federal Fair Housing Act. If an elevator is not located in the buildings, then only the primary entry level is covered. Code of Federal Regulations, Title 24, Part 100.205. 32. Buildings three stories or higher shall be equipped with automatic sprinkler systems per Florida Statute 553.895. 33. The amenity building shall comply with Chapter 11 of the 2001 Florida Building Code for handicap accessibility. 34. A water-use permit from South Florida Water Management District shall be required prior to issuance of the irrigation permit. Florida Statute 373.216. A copy of the permit shall be submitted at time of permit application. 35. A minimum of 2% of the total parking spaces provided for the dwelling units covered under the Fair Housing Act shall be accessible and comply with the requirements of the act. Accessible parking spaces shall be equally distributed for each type of parking provided, e.g. surface parking, parking structures, etc.). Code of Federal Regulations, Title 24, Part 100.205. bf S:\DevelapmentIBuildingITRCITRC 2003Renaissance Commons NWSP 03-007 Page 5 of 5 .. " DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 03-083 TO: FROM: Michael W. Rumpf, Director, Planning and Zoning Laurinda Logan, P.E., Senior Engineer .~. May 9,2003 \, "- Standard Review Comments '----- New Site Plan - 1 st Review Renaissance Commons File No. NWSP 03-007 DATE: RE: The above referenced Site Plans, forwarded on April 24, 2003, were reviewed by representatives from Public Works, Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our comments with the appropriate Code and Land Development Regulations (LDR) referenced. PUBLIC WORKS - GENERAL 1. Prior to permit application contact the Public Works Department (561-742-6200) regarding the storage and handling of refuse. Verify in your response to these comments that roll-out carts are adequate to handle expected loads at the clubhouse (two offices, kitchen, meeting room, card room grand room and restrooms.) 2. Provide a minimum of one dumpster structure for the pick up of waste materials for each retail building. 3. Garbage collection is indicated to be by curbside pick-up; however the dead-end configuration of the roads for garage access will not allow sufficient space for solid waste trucks. Roll-out carts will have to be placed on the front side of the townhome units or an alternate means of trash pick-up will be required. 4. Indicate how trash collection is proposed to be handled from the trash rooms shown on Sheet SP-2 5. Indicate by note that the site dumpster enclosure shall be constructed in accordance with City Standard Drawing G-4. 6. A minimum dumpster pad is required measuring 10 ft. x 10 ft. (inside dimension including gates). (LDR, Chapter 7.5, Article II, Section 5.J. and Article III, section 9.A.9.a.) 7. The required gates for the dumpster shall contain long steel rods to drop into the pavement in order to secure the gates in the open and closed positions. Drilled holes (for concrete) or metal sleeves (for asphalt) shall be provided for the locking rods. " Department of Development, Engfneering Division No. 03-083 Re: Renaissance Commons New Site Plan - 151 Review May 9,2003 Page 2 8. Walls for the enclosure shall be provided on three sides and are to be a minimum of 6 ft. high and shall be CBS construction with a finish matching that of the adjacent buildings(s). Accent shrubs shall be provided along the screen wall(s) (LDR, Chapter 7.5, Article II, Section 5.J., and Article III, Section 9.A.9.a, and Chapter 9, Section 10.C.3.) 9. Provide a minimum turning radius of 60 ft. to approach the dumpster. Provide a minimum backing clearance of 60 ft. (measured from the front edge of the dumpster pad.) (LDR, Chapter 2, Section 11.J.2.b.) PUBLIC WORKS - TRAFFIC 10. Provide a traffic analysis and notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. 11. Modify the signal at the intersection of Congress Ave. and the asphalt drive (extension of Catalina Dr. on the west side of Congress), with County concurrence, as specified by the results of the traffic analysis. 12. Show roadway dimensions on the site plan(s). 13. Provide engineering plans showing all proposed off-site improvements (new southbound left-turn lane, improvements to the Catalina Dr. extension, signalization, etc.) 14. All internal roadways shall be two-way with the exception of the road(s) around the center detention/retention areas which may be one-way. 15. Minimum internal two-way roadways shall consist of two 11 foot lanes (22 foot total.) 16. Provide a continuous center lane for the Catalina Dr. Extension (three 11 foot lanes.) 17. Reconfigure the south side of the south (main) entrance to allow for two-way traffic flow. 18. Reconfigure the driveway in the northwest corner of the property so that it is one-way into the site. Close the proposed median in the Catalina Dr. extension (as shown on the Schnars Preliminary Engineering plans, Sheet C1 of 5). 19. Remove or relocate both access driveways into the front parking area of Buildings #1 and #2. (LDR, Chapter 23, Article II.H.5.) 20. On the Site and Civil plans, show and identify all necessary traffic control devices such as stop bars, stop signs, double yellow lane separators striping, directional arrows and "Do Not Enter" signage, etc. 21. Add double yellow lane separators at each stop bar/stop sign. 22. Show sight triangles on the Landscape plans (LDR, Chapter 7.5, Article II, Section 5.H.). Reference FDOT Standard Index 546 for the sight triangles along Congress Avenue. Use 25 foot sight triangles for the roads and driveways intersecting the north access road. " Department of Development, En91neering Division No. 03-083 Re: Renaissance Commons New Site Plan - 151 Review May 9,2003 Page 3 23. Correct spelling of "SITE" to "SIGHT" where referencing Sight Triangles on Sheet SP-2. 24. Provide at least one loading zone for the distribution and receipt of materials and merchandise for the retail building (LDR, Chapter 2, Section 11.J). 25. Specify City Standard Drawings ("K" Series) for striping details. 26. The fire lane signage and markings shall conform to LDR Chapter 23, Article II, Sections B. & M. The 3-foot high "Fire Lane" words shall be placed along both lanes and staggered. Please note this requirement is applicable to buildings with a gross area greater than 15,000 SF. 27. Show the Congress Avenue southbound storage lane into Quadrant 1 on the Site Plan (Sheet SP-2) as shown on the Preliminary Engineering plans (Sheets C1 and C2 of 5). 28. Place "Do Not Enter" signs at the egress of the drive aisle from the bank. 29. It is recommended that three-foot vertical delineators be placed along the west side of the southbound left turn storage lane to prevent cross-over traffic (Sheet C-2 of 5). 30. Place "Right Turn Only" pavement arrows at all four entrances to the traffic circle to enhance traffic control (Sheet C-2 of 5). 31. Correct the dimensioning of Section "D" (Sheet C-5 of 5). 32. Indicate scale for cross-sections (Sheet C-5 of 5). 33. Correct Sections "B" and "C" to reflect 9'Y2 ft. wide parallel parking spaces (Sheet C-5 of 5). 34. There appears to be a discrepancy between the 20 foot callout between the town home (TH) buildings and Section "G" in the Preliminary Engineering plans, which indicates an 18 foot dimension (also see Sheets SP-4 and TH 15, 16, 17, and 18). An administrative waiver from Engineering will be required for back-up distances less than code requirements. 35. The parking garage spaces appear to be only 15 feet deep with a 26 foot back-up distance. The parking spaces within the garage shall be constructed per the LDR, Chapter 23. Provide a typical garage parking area with spaces and back-up distances meeting the City's requirements. 36. Revise the backup bump-outs at the dead-ends behind the townhome units to a minimum of 5 foot depth. ENGINEERING 37. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. Ensure the Mouriz Salazar Site Plans match the Schnars Engineering Corp. Civil Plans. 38. Numerous omissions have been noted on these proposed plans and in this review comments report. Drawings need to be thoroughly checked and coordinated by the consulting engineer. It is the responsibility of the consulting engineer to familiarize himself with the City of Boynton Beach Land Department of Development, Engineering Division No. 03-083 Re: Renaissance Commons New Site Plan - 15t Review May 9,2003 Page 4 Development Regulations prior to submission of plans. Quality control is the responsibility of the consulting engineering - not the City of Boynton Beach. 39. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review. 40. Provide written and graphic scales on all sheets. 41. Indicate to what standard the project is to be constructed; if the FDOT Standard Specifications for Road & Bridge Construction and Standard Index are to be used - the 2000 Specifications are recommended since they contain both English and Metric units. 42. The applicant shall enter the plat process to subdivide the land parcels (if separate ownership is anticipated) and for the fee simple town homes upon approval of the Master Site plan. The applicant shall have a pre-application meeting with the Engineering Division prior to submission of the plat and infrastructure plans. 43. Lake excavation or fill operations shall require a separate Excavation & Fill Permit, issued through the Building Department. This permit may be applied for during the site process. 44. Show proposed site lighting on the Civil and Landscape plans (LDR, Chapter 4, Section 7.B.4.) The lighting design shall provide a minimum average light level of one foot-candle. On the Lighting Plan, specify that the light poles shall withstand a 140 MPH wind load (LDR, Chapter 23, Article II, Section A.1.a and Florida Building Code). Provide a note that the fixtures shall be operated by photo- electrical control and are to remain on until 2:00 a.m. (LDR, Chapter 23, Article II, Section A.1.a.) Include 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 on the Lighting Plan. Glare which is readily perceptible at any point at or beyond the property on which the use is located is prohibited (LDR, Chapter 2, Section 4.N.7). Lighting shall be directed away from any residential uses (LDR, Chapter 2, Section 4.N.7). Lighting shall not be used as a form of advertising in a manner that draws more attention to the building or grounds at night than in the day (LDR, Chapter 9, Section 10.F.5). If possible please provide photometrics as part of your TRC plan submittals - it is much easier to identify and correct any deficiencies now than while you are waiting on a permit! 45. It may be necessary to replace or relocate large canopy trees adjacent to light fixtures to eliminate future shadowing on the parking surface (LDR, Chapter 23, Article II, Section A.1.b). 46. The roadway (including medians) on Congress Avenue has existing irrigation and plant material belonging to the City of Boynton Beach. Any damage to the irrigation system and/or plant material as a result of the contractor's operations shall be repaired or replaced to the equivalent or better grade, as approved by the City of Boynton Beach, and shall be the sole responsibility of the developer. Please acknowledge this notice in your comments response and add a note to the plans with the above stated information. 47. The Phoenix Dactylifera "Medjool" has a large diameter trunk. Since these are placed near the Congress Avenue entrance care needs to be exercised to ensure they are placed out of the line of sight (sight triangles not shown on site plan.) Department of Development, Engineering Division No. 03-083 Re: Renaissance Commons New Site Plan - 1st Review May 9, 2003 Page 5 48. Full drainage plans in accordance with the LDR, Chapter 6, Article IV, Section 5 will be required at the time of permitting. 49. In the Site Grading Notes (Sheets C1-C4 of 5) revise Note #7 to read: "The drainage system shall conform to City Standard Drawings (including D-2, D-3 and 0-13) and will conform to all rules, regulations, codes, design criteria, etc., including but not limited to the LDR, Chapter 6, Article IV, Section 5." 50. Specify storm sewer diameters, inlets types, etc. on drainage plan. Indicate grate, rim and invert elevations for all structures. Indicate grade of storm sewer segments. Indicate material specifications for storm sewer. 51. Provide details for Paving, Grading, and Drainage. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and will be reviewed for constructability at the time of construction permit application. 52. Sidewalks adjacent to parking lots shall be continuous through all driveways and shall be 6 in. thick within driveways (LDR, Chapter 23, Article II, Section P). 53. Show the handicap accessible path(s) on all locations on all plans as shown on your handicap accessible detail on Sheet SP-2. For clarity provide a detail showing the accessible paths for the eight handicap spaces for Buildings 1-4. 54. Provide a handicap accessible path from the public sidewalk to the bank and retail store per the Florida Accessibility requirements. Additionally, it appears that pedestrians will be required to access the retail building and bank across landscaped areas. Revise layout to provide positive access to the sites. 55. Remove parking spaces along the east side of the bank building (LDR, Chapter 23, Article II.H.5.) 56. Correct the spelling of "QUITE" to "QUIET', in the plan view of Buildings 1-4 (Quadrant I). UTILITIES 57. All utility easements shall be shown on the site plan and landscape drawings, as well as the Preliminary Engineering Plan Sheet (LDR, Chapter 4, Section 7.A.3), so that we may determine which trees may interfere with utilities. In general, palm trees will be the only tree species allowed within utility easements. Canopy trees may be planted outside of the easement so that roots and branches will not impact those utilities within the easement in the foreseeable future. The LDR, Chapter 7.5, Article I, Section 18.1 gives public utilities the authority to remove any trees that interfere with utility services, either in utility easements or public rights-of-way. 58. Palm Beach County Health Department permits will be required for the water and sewer systems serving this project (CODE, Section 26-12). 59. Fire flow calculations will be 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(b)). .. Department of Development, E~rneering Division No. 03-083 Re: Renaissance Commons New Site Plan - 151 Review May 9,2003 Page 6 60. The CODE, Section 26-34(E) requires that a capacity reservation fee be paid for this project either upon the request for the Department's signature on the Health Department application forms or within 30 days of site plan approval, whichever occurs first. This fee will be determined based upon final meter size, or expected demand. 61. Water and sewer lines to be owned and operated by the City shall be included within utility easements. Please show all proposed easements on the engineering drawings, using a minimum width of 12 feet. The easements shall be dedicated via separate instrument to the City as stated in the CODE, Section 26-33(a). 62. This office will not require surety for installation of the water and sewer utilities, on condition that the systems be fully completed, and given to the City Utilities Department before the first permanent meter is set. Note that setting of a permanent water meter is a prerequisite to obtaining the Certificate of Occupancy. 63. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building will be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. Staff recommends adding fire hydrants to the west of building #TH36, and to the east of building #TH38. 64. Appropriate backflow preventers will be required on the domestic water service to the building(s), and the fire sprinkler line(s) if there is one, in accordance with the CODE, Section 26-207. 65. A building permit for this project shall not be issued until this Department has approved the plans for the water and/or sewer improvements required to service this project, in accordance with the CODE, Section 26-15. 66. Eliminate dead-ends on all water mains. All proposed mains shall be looped. 67. Show water main sizing. 68. Show water meter locations and sanitary sewer service points. 69. Provide details for the proposed lift station. The lift station shall be constructed in accordance with all applicable City of Boynton Beach Utility standards. LUck Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail) Peter V. Mazzella, Deputy Utility Director, Utilities H. David Kelley, Jr., P.E.! P.S.M., City Engineer, Public Works/Engineering (via e-mail) Glenda Hall, Maintenance Supervisor, Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste Ken Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) File S:\Engineering\Kribs\Renaissance Commons New Site Plan - 1st Review.doc CITY OF BOYNTON BEACH Fire and Life Safety Division 100 East Boynton Beach Blvd. P.O. Box 310 Boynton Beach, Florida 33425-0310 PLAN REVIEW COMMENTS For review of: NWSP 03-007 1st review-fire Project Name and Address: Renaissance Commons 1500 Gateway Blvd. (Motorola) ~ Rodqer Kemmer. Fire Protection Enqineer Reviewed by: Department: Fire and Life Safety Phone: (561) 742-6753 Comments to: Sherie Coale by email on 4/30/03 CODE REQUIREMENTS Design documents shall demonstrate compliance with LOR 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. An additional hydrant is needed to meet the 200ft. requirement for buildinq TH36 shown on drawinq C-4. and the west side of buildinq TH38: also south ends ofTH9 & TH10; east end ofTH35. Also ends ofTH23 & Th24 shown on drawinq C-3 Indicate water main sizes on plans. Emergency access shall be provided at the start of a project and be maintained throughout construction per the Florida Fire Prevention Code, Section 3-5, and NFPA 241, (1996) Safeguarding Construction, Alteration, and Demolition Operations, Section 5-4.3. Emergency access roadways must be firm and unyielding, having a bearing value of not less than 40 (i.e. LBR 40), compacted to 98% of the maximum density as determined by MSHTO T180, in accordance with the FOOT Standard Specifications for Road and Bridge Construction (2000) Division II, Section 160, STABILIZING. A copy of the test results shall be provided and accepted prior to above grade construction. Testing frequency shall not be less than that specified in the FOOT Sampling, Testing and Reporting Guide, or as required by the Fire Marshal. The roadway shall be maintained free from ruts, depressions, and damage, and at the required bearing value for the duration of it's intended use. cc: Steve Gale Bob Borden CIty OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM TO: Michael W. Rumpf DATE: Dir. of Planning & Zoning 5/6/03 FILE: NWSP 03-007 FROM: Off. John Huntington Police Department CPTED Practitioner SUBJECT: Renaissance Commons REFERENCES: Site Plan ENCLOSURES: I have viewed the above building plans and have the following comments: No Comments. PARKS DIVISION MEMORANDUM #03-19 FROM: Michael W. Rumpf, Planning and Zoning Director John Wildner, Deputy Recreation and Parks Directo/J Renaissance Commons-NEw SITE PLAN TO: SUBJECT: cc: Wally Majors, Recreation and Parks Director File DATE: March May 8, 2003 The Recreation and Parks Department has reviewed the new site plan for the Renaissance Commons. The following comments are submitted: The Parks and Recreation Facilities impact fee is figured based on 258 multifamily housing units and 242 single family attached (Townhouse) Units. 258 multi-family units @ $656 ea = $169,248 242 single-family attached units @ $771 ea = $186.582 Total $355,830 - Fee is due at the time of the first applicable building permit. - As a part ofDRI requirements and as a part of the rezoning request for this parcel, the developer indicated that he was willing to provide additional Green Space. While the plans do show a 40' greenbelt on the south and east boundaries of the project, this area is also covered by buildings. This inconsistency needs to be clarified and usable green space provided. JW ~ -~ DEPARTMENT OF DEVELOPMENT MEMORANDUM NO. PZ 03-099 FROM: TRC MEMBERS ~d~t;;r "emmer, Fire Protection ~nE'l'>r Kevin Hallahan, Forester/Environmentalist ,.JoRn Iluntil,gton, rolis8 D~partm~nt H. David Kelley Jr....111ilities-Bepartment Timothy K I erOP, R'1ilding Diviiioo- Ken Hall, (I::.nglneenng)13ublic VVorI<S-General JOhn Wildner, Parks LJlvlslon j..aar'inuC;\ Lugan, Ellgi~ing Dep::u:tment Eric Johnson, Planning Department Michael W. Rump/l1W1l. ~ fJI)- Director of Planning and Zoning TO: DATE: April 24, 2003 SITE PLAN REVIEW PROCEDURES RE: 15T Review - New Site Plan Project Renaissance Commons Location - 1500 Gateway Blvd. (Motorola) Agent Carl Klepper - Compson Associates of Boynton LLC File No. - NWSP 03-007 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 Wednesday. Mav 7. 2003. 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 and/or corrections should be requested by the reviewer by contacting Eric Johnson, 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 improvements. '"'"',. Page 2 5. When a TRC Member finds a code deficiency that is outside of his/her 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, he/she 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. Eric Johnson 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:sc Attachment XC: Steve Gale, Fire Marshal Bob Borden, Deputy Fire Marshal Marshall Gage, Police Department Pete Mazzella, Assistant Dir. Of Utilities Jeffrey Livergood, Public Works Director Don Johnson, Building Division S:\Planning\SHARED\WP\PROJECTS\Renaissance Commons\TRC Memo for 1st Plans Review .doc Revised 1/14/02 FACSIMILE CITY OF BOYNTON BEACH City Hall, West Wing 100 E. Boynton Beach Blvd. P.O. Box 310 Boynton Beach, Florida 33425 (561) 742-6260 (561) 742-6259 Fax From the office of Planning & Zoning TO: Carl E. Klepper, Jr. Eric Lee Johnson, AICP FROM: Planner FAX: (561) 391-2423 DA TE: 05-28-03 NUMBER OF PAGES: (including cover) 2 Renaissance Commons - NWSP 03-007 Public Works Memo No. 03-102 RE: Carl, As you know, the City reviewed the plans for the above referenced project and compiled a list of 1st Review Comments. These comments were faxed to your office on May 13, 2003. Attached, you will find Memorandum No. 03-102 from the City's Public Works Department regarding the traffic impact analysis. This memorandum indicates four (4) new staff comments that were not included within the 1st Review Comments. However, these new comments need to be addressed prior to Planning & Development Board and City Commission. To avoid delay, I strongly recommend that you affirmatively address the four (4) new staff comments by the date of your Technical Review Committee (TRC) meeting (June 10, 2003). If you have any general questions or concerns, please feel free to contact me at the phone number referenced above. If you have specific questions pertaining to the four (4) comments indicated in Memorandum No. 03-102, please contact Ms. Laurinda Logan at (561) 742-6482. Thank you for your consideration in this matter. If you receive this fax in error, or experience trouble with transmission, please notify our office immediately, at (561) 742-6260. Thank you. S:\Planning\Shared\Wp\Projects\Renaissance Commons\Fax Eng Memo.dot FROM: Michael W. Rumpf, Director, Planning and Zoning --- Laurinda Logan, P.E., Senior Engineer ~.... \ / DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 03-102 "-l n R ~ ~ D \'~ ft r;-'\: \ 0 ~ r--'-----~: : l~, \, l"\,I 2 1 ~ ' \' ~__;~__ ...__ _.-1 l.__._~-_. - TO: DATE: May 26,2003 ~~....'. RE: Review Comments Traffic Impact Analysis Renaissance Commons File No. NWSP 03-007 Mike, We are in receipt of, and have reviewed, the Traffic Impact Analysis for the above referenced project. The methodology appears to be correct and the report generally complete, however, we offer the following comments: 1. Provide Notice of Concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. Concurrency should include acknowledgement and approval for remote (off-site) improvements. 2. Staff believes the distribution should be heavier onto Gateway Boulevard from the Catalina Drive extension (Motorola perimeter road); or provide justification for the distribution assignments shown on the plans. 3. Provide an evaluation of the access needs into the site. Provide recommendations for each intersection to include geometric improvements, signalization, signing, etc. 4. Staff recommends considering construction of site access improvements that will be required for full build-out of the Motorola DR!. Staff believes it is appropriate to construct these improvements now so that there will be no further need for traffic evaluation and access improvements in the future. LL/dc Cc: Jeffrey R. Livergood, P.E., Director, Public Works (via e-mail) H. David Kelley, Jr., P.E.I P.S.M., City Engineer, Public Works/Engineering (via e-mail) Ken Hall, Engineering Plans Analyst, Public Works/Engineering (via e-mail) File J :\SHRDA T A\Engineering\Logan\Plan Reviews\Renaissance Commons- TIA.doc TRANSMISSION VERIFICATION REPORT TIME OS/28/2003 10:04 t-IAME FAX TEL SER.# BROE2J409484 - ------- - --I I DATE, TIME FAX NO./NAME DURATION PAGE(S) RESULT MODE OS/28 10:03 91561391242300966 00:00:40 02 OK STANDARD ECM '", '. '" '", ~, .' ~ . MOTOROLA!9 TRAFFIC IMPACT A"AL YSIS Prepared for COMPSO" ASSOCIATES OF BOY"TO". LLC. Prepared by PI"DER TROUTMA" CO"SUL TI"G. I"C. 2324 South Congress Avenue. Suite 1 H West Palm Beach. FL 33406 (561) 434-1644 ., ;, 0:....., .. .- "~ I r' . J . ,. " ,";'" \: ,"~." ., ;. r t!l L Jti~.. , (Jl :) " ^ r" ,; f ~ WJ/-"' I ~ 'J(/ V<-~ 1: 'J -v. ,,-,' 1/ I . tJ ./ fer 1-.2, ',.' . "( f V./ i" J I Rebecca J. Mulcahy, P.E. Florida Registration #42570 .. . ~ ... -. ~ . ". .. . ~ ~. .' " '... '" " , ,. I, ..; '-. ~ .' F ' . '" '. " : '.-;.", 6" , , ". " , . , .' "... .~ ~ \, ": " , " , ,,' '- ' c' ."7 -,.." \ .,.. c .,,_,,1," .. ". , " 1, ", '" , . ~ . . . , ~. i --: ~ " ", " ,"<<. ., ...,': " Iii '.1_ " ~ " . .~ . , , .~' , . . . " . ........; ~ ~. ,. ., .-"~ -" .-" ... ~ " . . ,>',. , . ..' . , ~'f j" , :, ',I I ' . ,; ".,. ; ." - l ',', t .' l <,' .1 ., , . . " '1. '" .. :;.' ,t " . ; i . ,:.- r: ~ ' ~ "' ;. . '.., .1 _ ',. !,.. ,. f \': '~1: .' \ :,; ,'" " .. ...', I ~. . , ,; I. ~< ' . " #PTC03-75 May 9. 2003 ; , ': J ' l '-, t. ' .'r~' ~, ( . fmI MOTOROlA 29 TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. has been retained to conduct a traffic impact analysis for a proposed residential/commercial development in the City of Boynton Beach. The site is a portion of the approved Motorola DR!. The purpose of this study is to determine if the proposed development meets Traffic Performance Standards. Site Data The site is located on the east side of Congress Avenue south of Gateway Boulevard as shown on Exhibit 1. Access to the proposed project is via a full median opening signalized intersection and a right in/right out connection to Congress Avenue and a full median opening signalized intersection on Gateway Boulevard. Year 2004 conditions were examined for this analysis. Existing Traffic Conditions Exhibit 2 provides the 2001 annual average daily traffic (MOn volumes for the surrounding roadway network as compiled by the Metropolitan Planning Organization (MPO) of Palm Beach County. Peak hour traffic volumes were determined by applying a 'K' factor of 9.3% to the MDT volumes. These volumes are also shown on Exhibit 2 along with roadway lanes, levels of service (LOS) and the adopted LOS 0 service volumes. Project T raffle Trip Generation Section 10.8, Fair Share Road Impact Fees, of the Palm Beach County ULDC and the Institute of Transportation Engineers (ITE), Trip Generation, 6!h Edition were reviewed to determine acceptable daily trip generation rates for the proposed project. Exhibit 3 provides the daily, AM and PM peak hour trip generation data for the proposed development for Report 03-75 5-9-03 Traffic Performance Standards purposes, based on the net new external daily trip generation of 4,531, the Test 1 radius of development influence is two (2) miles. The Test 2 radius of development influence for the proposed development is one (1) mile. Trip Distribution and Assignment A directional distribution was developed based on review of land use patterns and existing travel patterns. Exhibit 4 shows the assignment of daily and peak hour project traffic as well as the project impact percentage (% of daily adopted service volume). Future T raffle Conditions Roadway Improvements A review of the Transportation Improvement Program from the MPO of Palm Beach County, and the Palm Beach County Five Year Road Program was completed. There are no roadway improvements within the study area. Background T raffle Historic growth trends and Major Project traffic must be analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 5 for the surrounding roadway links. Major Project data, compiled by Palm Beach County, was reviewed. No Major projects are projected to have a 10% impact on the study area roadways within the analysis time frame of the proposed development Background growth projections based on historic data account for traffic associated with the committed developments in the area. T raffle Performance Standards Analysis Test 1 (Link Test) This first test of the Traffic Performance Standards examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards. Roadway links within one-half mile and those outside one-half mile with a project impact greater than 1 % of the LOS D service volume are required to be analyzed. Exhibit 6 shows future daily, AM and PM peak hour traffic conditions for the analyzed roadway links. All analyzed Report 03-75 5-9-03 2 roadway links are projected to operate above the adopted Test 1 level of service standards; therefore, the requirements of Test 1 are met Test 2 (Model Test) The second test examines traffic conditions based on model projections that are developed and maintained by Palm Beach County. There are no Test 2 deficient links within the radius. Therefore, the requirements of Test 2 are met Intersection Analysis Major intersections for which a proposed development adds more than 10% of the total traffic on any link connecting a major intersection are required to be analyzed. No major intersections meet this requirement based on the proposed development's impact Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 7. Internal Roadways Internal roadway volumes are provided on Exhibit 8. Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County. Report 03-75 5-9-03 3 o o GATEWAY BOULEVARD N.T.S. OLD BOYNTON ROAD BOYNTON BEACH BOULEVARD 0 c< ... < :;) ~ 0 z < ... :;) ..... 0 ~ on 0 :;;: c< '" c< '" CD l- t) ~ I- ~ >- ~ c< ~ c< I.) c< ~ c< Z U ~ ;;;! 3 0 ~ ::;: ..... WOOLBRIGHT ROAD GOLF ROAD (SW 23rd AVENUE) 05/09/03 I MOTOROLA 29 EXHIBIT 1 PROJECT LOCATION ~ D 6LD 30952 C 48900 i 2879 C , 4550 : 4LD p8110 D I 32500 [26140 3020 : 6LD 121424 C I 48900 , 1 992 C 4550 GATEWAY BOULEVARD 6LD 27477 C 48900 2555 C 4550 4LD 17242 C 32500 1604 C 3020 4LD 19300 C 32500 1795 C 3020 OLD BOYNTON ROAD o N.TS. 6LD 6LD BOYNTON BEACH BOULEVARD 32750 C 34741 C 6LD 48900 30038 C 0 48900 w a< 3046 C 0 3231 C ~ 48900 ~ ...J 4550 < 4550 Z 2794 C ;;: 0 ~ 6LD 4550 '" ~ '" '" ~ 0 f- U '" 6233 0 o:l >- '" Z w 48900 f- '" w ~13370 0 ~ ~ < ~ .... a< a< ::; 3 Z 4550 U ~ :5 0 ~ U VI WOOLBRIGHT ROAD GOLF ROAD (SW 23rd AVENUE) LEGEND 6LD - ROADWAY LANES 35480 0 - DAILY T.RAFFIC AND LOS 48900 - DAILY ADOPTED SERVICE VOLUME 3300 D - PEAK HOUR TRAFFIC AND LOS 4550 - PEAK HOUR ADOPTED SERVICE VOLUME 05/09/03 MOTOROLA 29 EXHIBIT 2 EXISTING (2001) TRAFFIC CONDITIONS ~ It'')MM~ 6~0'O ~ ~ ~ i t :;~ o l: ~ '';; c: ~ ~ ~ C""")..!!! c: ... 0 Q) ~~L? ,::!::nCl. ~~~ UlNLnM..... ~.S~..~~~ Z~~~ >-~ ..c~ :?! 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'" -" < I- o I- o o 9% 408 25 34 1.26% 28% 1269 76 107 2.60% 25% 1133 68 96 3.49% N.T.S. 42% 1903 115 161 3.89% 26% 1178 71 100 2.41% OLD BOYNTON ROAD BOYNTON BEACH BOULEVARD 18% 0 816 '" < ::l 49 i:: 0 Z 69 ...J ...J < LU 1.67% ::l 0 ~ U'\ < '" ~ 0 '" '" <Xl f- U ~ f- ~ >- ~ '" ~ "" 6% (j '" ~ '" 272 Z U ~ ~ ~ 16 0 ~ ::E ~ 23 U '" 0.56% WOOLBRIGHT ROAD GOLf ROAD (SW 23rd AVENUE) LEGEND 41% - PERCENT DISTRIBUTION 1858 - DAILY PROJECT TRAffiC 112 -AM PEAK HOUR PROJECT TRAffiC 157 - PM PEAK HOUR PRotECT TRAffiC 3.80%- % Of DAILY ADOPTED SERVICE VOLUME 05/09/03 MOTOROLA 29 EXHIBIT 4 PROJECT TRAFFIC ASSIGNMENT ~ #PTC03-75 growth 03-75 5-5-03.xls 5/9/2003 Page 1 of 1 Exhibit 5 Motorola 29 Historic Growth Daily Traffic Volumes Growth Roadway 1998 2001 Rate Old Boynton Rd Military Trail to Lawrence Road 14,531 17,242 5.87% /Year Lawrence Rd to Congress Ave 17,087 19,300 4.14% /Year Congress Ave to Boynton Beach Blvd 11,671 12,154 1.36% /Year Boynton Beach Blvd Military Trail to Lawrence Road 29,817 32,750 3.18% /Year Lawrence Rd to Congress Ave 33,990 34,741 0.73% /Year Congress Ave to Old Boynton Rd 30,316 30,038 -0.31 % /Year Gateway Boulevard Military Trail to Lawrence Road (1) 18,390 21,424 7.93% /Year Lawrence Rd to Congress Ave (1) 24,583 27,477 5.72% /Year Congress Ave to High Ridge Road (2) 26,779 28,110 3.29% /Year Congress Ave Hypoluxo Road to Gateway Boulevard 29,543 30,952 1.57% /Year Gateway Blvd to Old Boynton Rd 42,816 38,292 -3.65% /Year Boynton Beach Blvd to Woolbright Rd 30,393 34,174 3.99% /Year Average 309,916 326,654 1.77% /Year (1) Utilized available MDT s for 1999. (2) Utilized available MDTs for 1999/2000. Exhibit 6 MolDrola 29 Test 1 Analysis 1PTC03-7S S1Ml3 tIlstl 03-75 5-5-03 Page 1 of 1 DAilY Existi~ Existing Growth (2003) (1) Totol Roadwav link Lanes 2001 Volume "IJYur Proied. (2) (2003) Capacilv LOS Old Bovnton Rd Military Trail to Lawrence Rd. 4LD 17242 3218 5.87% 45 20505 32500 0 Old lW'flton Rd L..-wrellO! Rd. to Convess f'.''e. 4tD 19300 2493 4.14% 453 22251 32500 0 Old Boynton Rd COn2Tess Ave to Bavnton Beach Blvd 2L 12154 503 1.36% 227 12884 14900 0 6ovnton Beach Blvd Miiitary Trail to Lawrence Rd. 6LD 3275il 3225 3.18% 45 36G2il 4il9OO D Boynton Beach Blvd Lawrence Rd. to COlll!l'ess Ave. 6LD 34741 766 0.73% 91 35596 48900 0 Bovnton Beach Blvd COllltress Ave to Old Boynton Rd 6LD 30038 453 0.50% 616 31307 46900 0 Gateway Boulevard Militarv Trail to Lawrence Rd. 6LD 21424 5512 7.93% 45 26981 46900 0 Gateway Boulevard Lawrence Rd. to COI1ltress Ave. 6LD 27477 4990 5.72')(. 227 32694 46900 0 Gateway Boulevard COI1ltress Ave to Site 4LO 28110 2667 3.29')(. 408 31365 32500 0 Gateway Boulevard Site to Hid! Ridl!e Road 4LD 28110 2667 3'.29')(. 1133 32110 32500 0 Conwess Ave I Hvooluxo Rd. to Gateway Blvd. 6LD 30952 1481 1.57')(. 1269 33702 46900 0 COI1ltress Ave Gateway Blvd. to Site 6lD 38292 577 0.50% 1903 40772 46900 D Corl!!:l'P."-< A_ Sile In Old Bovnlnn Rd. fill) 3112'12 577 0.50'j(, 111511 40727 4AAOO [) Con~ Ave Old Boynton Rd to Boynton Beach Blvd 6LO (1) 36233 546 0.50% 1178 37957 46900 0 COI1ltIeSS Ave Boynton Beach Blvd to Woolbrie!lt Road 6LD 34174 4256 3.99'j(, 272 38702 46900 0 AM PEAl( HOUR bisting bisting l;rowth (2003) (1) lotal Roadway link Lanes 2001 Volume %/Year Project (2) (2003) Capacity LOS Old Boynton Rd Militarv Trail to Lawrence Rd. 4LD 1604 299 5.67% 3 1906 3020 0 Old Bovnton Rd LawreI1Cl! Rd. to Co~ress Ave. 4LD 1795 232 4.14% 27 2054 3020 0 Old Boynton Rd COI1ltfess Ave to Bovnton Beach Blvd 2L 1130 47 1.36% 14 1191 1390 0 Bovnton Beach Blvd Military Trail to Lawrence Rd. 6LD 3046 300 3.1B'j(, 3 3349 4550 0 Boynton Beach BIw:t l.awre11Cl! Rd. to COl1l!ress Ave. 610 3231 71 0.73% 5 3307 4550 0 B/WTllon Reach Blvd Cnnel'P."-< Ave In Old Bovnlon Rd fill) 27'14 42 O..~()'l(, 4'l 21111.~ 4550 [) Gateway Boulevard Military Trail to Lawrence Rd. 6LD 1992 512 7.93% 3 2507 4550 0 Gateway llaule....:d L3'o\'rellCe Rd. to COlll!ress Ave. 6LD 2555 464 5.72% 14 3033 4550 0 Gateway Boulevard CoIlltles5 Ave to Site 4LD 2614 267 3.29')(. 25 2906 3020 0 Gateway Boulevard Site to Hieh Rid2e Road 410 2614 267 3.29')(. 68 2949 3020 0 Co~ress Ave Hypoluxo Rd. to Gateway Blvd. 6LD 2679 138 1.57')(. 76 3093 4550 0 Con2ressAve Gateway Blvd. to Site 610 3561 54 0.50% 115 3730 4550 0 LOI1ltress Ave Site to Old Boynton Rd. bl.D 351>1 54 0.50% 112 3727 4550 D COllltress Ave Old Bovnton Rd to Bovnton Beach Blvd 6LO (1l 3370 51 0.50'j(, 71 3492 4550 D Co~ress Ave Bovnton Beach BIw:t to Woolbri2ht Road 6LD 3178 396 3.99'j(, 16 3590 4550 0 PM PEAl( HOUR bisting lxisling l;rowth (2003) (1) lotol Roadway link Lanes 2001 Volume "IJYear Proiect (2) (2003) Capacity LOS Old Bovnton Rd Military Trail to Lawrence Rd. 4LD 1604 299 5.67% 4 1907 3020 0 Old Boynton ReI lawrencE Rd. to eOl11!les5 Ave. 4lf) 1795 232 4.14"- 36 2065 3020 0 Old 6ovnton Rd COl1llress Ave to 60vnton Beach 61vd 2l 1130 47 1.36% 19 1196 1390 D Bavnton Beach Blvd Military Trail to Lawrence Rd. 6LD 3046 300 3.1B'j(, 4 3350 4550 D Boynton Beach Blvd Lawrel1Cl! Rd. to COI1I!I'eSS Ave. 610 3231 71 0.73% 6 3310 4550 0 B/WTl1nn Reach Blvd (' .oner""" Ave: In Ok! Bovnlon Rd fill) 27'14 42 O..~()'l(, fi'l 2'lO5 4550 [) Gateway Boulevard Militarv Trail to Lawrel1Cl! Rd. 6LD 1992 512 7.93')(. 4 2506 4550 0 wlewal' Boulevard Lawrence Rd. to CoOl:re5S .'we. 6LO 2555 464 5.72% 19 3038 4550 0 Gateway Boulevard COllltress Ave to Site 4LD 2614 267 3.29')(. 34 2915 3020 0 Gateway Boulevard Site 10 Hi2h Rid2e Road 4lD 2614 267 3.29')(. 96 2977 3020 0 COllRfess Ave Hvooluxo Rd. to Gatewav Blvd. 6LD 2879 138 1.57% 107 3124 4550 0 COl1ltleSS Ave Gatewav Blvd. to Site 610 3561 54 0.50'j(, 161 3776 4550 0 Lolll!ress Ave Site to Old Boynton Rd. I>LD 3561 54 0.5()'jb 157 3772 4550 D Conwess Ave Old Bovnton Rd to Bovnton Beach Blvd 6LD (1) 3370 S1 0.50% 100 3521 4550 0 COnwes5 Ave Boynton Beach Blvd to Woolbrieht Road 6LD 3178 396 3.99'j(, 23 3597 4550 0 (1) Average of adjacent counts. (2) See bhibit 3. D ~ o I..l..J ~ Z I..l..J > <( Vl Vl L.U a::: lJ N.T.S. Z 8 (45) 0 * U EWAY BLVD 1 (2) ~ ......: . ~8 Ni ~ 873 l t 56 (50) . 4 (3) 80 (75) * 3448 f 1 (5) . SITE t t 42 (45) 1278 f - GAT ~ LEGEND 11 -AM PEAK HOUR (34) -PM PEAK HOUR 1278 -DAILY TRAFFIC 05/09/03 ~ I MOTOROLA 29 EXHIBIT 7 PROJECT DRIVEWAY VOLUMES o ~ o L.U o ez:: ~ L.U ...J ::J o Cl:l >- ::J <( z S L.U > L.U <( ~ Vl lJ Vl L.U 0 ez:: I- lJ Z 0 ~I ~ u ""I , 873 4 63 (SO) 1472 - 37 (66) . ~ ~ ~ ~ .....J ~ 1400 - 1428 ,/~\ ) - SITE ( \, ; ~ . 41 (20) ~'\ / l \ , 8 (37) \ ,..- . \ ; 672 ~ LEGEND 41 -AM PEAK HOUR (20) -PM PEAK HOUR 672 -DAILY TRAFFIC MOTOROLA 29 EXHIBIT 8 INTERNAL ROADWAY VOLUMES N.T.S. ~ 05/09/03 ~