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HomeMy WebLinkAbout2010 03 22 Regular 600 Final Engineering and Landscape Plans for Proposed Magnolia Park Amphitheater COMMISSION AGENDA CONSENT INFORMATIONAL ITEM 600 PUBLIC HEARING REGULAR X March 22, 2010 MGR /DEPT / Meeting Authorization REQUEST: The Public Works Department requesting the City Commission review the Final Engineering and Landscape Plans for the proposed Magnolia Park Amphitheater located at the intersection of Tuskawilla Road and Blumberg Boulevard in the Winter Springs Town Center. SYNOPSIS: The Final Engineering and Landscape Plans for the proposed Magnolia Park Amphitheater have been reviewed and approved by all applicable City Departments and by the Seminole County Fire Marshal, and the plans are now being submitted to the City Commission for review and approval. CONSIDERATIONS: • The City Commission approved the Concept Plan for the proposed Magnolia Park Amphitheater at the January 26, 2009 City Commission Meeting. • At the April 13, 2009 City Commission meeting, the Commission reviewed the preliminary design development plans and provided feedback on a number of design issues, including (see attached meeting minutes): o Seating: • The fixed seating area will have individual seats with arm rests. • The open seating area will be grassed with concrete paver walkways as shown on the site plan. o Sound system: speakers o Lighting system: walkways to be lit with acorn lights similar to those on Blumberg Boulevard o Bike Rack: a large bike rack has been added adjacent to the trail. o Trailhead amenities: restrooms and drinking fountains will be available to trail users (no concession sales) o Other park amenities: the project does not include a skate park or splash pad. Regular Agenda Item #600 March 22, 2010 Page 2 of 3 • SITE ACCESS: The site is located on the east side of Tuskawilla Road at the eastern terminus of Blumberg Boulevard in the Winter Springs Town Center. The site can be accessed by vehicle from either Tuskawilla Road or Blumberg Boulevard. The site is also accessible to bicyclists and pedestrians from the Cross - Seminole Trail, which is immediately adjacent to the back of the amphitheater building. Pedestrian access is also available from the existing sidewalk network within the Winter Springs Town Center. • PARKING: Parking for events at the amphitheater is available at the following locations: o On- street parking: • Tuskawilla Road (69 spaces) • Blumberg Boulevard (55 spaces) • Doran Drive (19 spaces) o Town Center Phase I Development (approx. 547 onsite spaces) o Temporary Parking east of Tuskawilla Road (approx. 50 spaces) o Winter Springs High School (up to 600 spaces) The amphitheater contains approximately 238 fixed seats plus lawn seating which can comfortably accommodate an additional 250 patrons. A major performance would be expected to have approximately 75 stage performers and support workers. Including all patrons, stage performers, and support workers, a major performance could have a total attendance of 550 -600 people. According to Walker Parking Consultants, special events can be expected to have an average of 2.2 persons per vehicle. Based on this average, a major event would need up to approximately 275 parking spaces. A total of 740 parking spaces are located within % mile of the amphitheater. The availability of these parking spaces depends on the date /time of the event, other ongoing activities at the Town Center, and in some cases the willingness of businesses to allow special event parking at their facilities. Overflow parking of up to approximately 600 spaces is available at Winter Springs High School. The availability of this overflow parking also depends on the ongoing activities at the school. Future development on the east side of Tuskawilla Road is expected to provide additional public and private parking facilities that could be used for special events. A total of four (4) handicapped parking spaces will be provided on Tuskawilla Road, immediately to the south of the amphitheater. There are two (2) existing handicapped parking spaces at this location, and three (3) standard spaces will be converted to handicapped spaces as part of the amphitheater project. Additional handicapped parking could be added at a later date if necessary by converting additional standard spaces to handicapped along Tuskawilla Road. • WATER, SEWER, & FIRE PROTECTION: The amphitheater building will connect to City water and sewer facilities, which are available in Tuskawilla Road adjacent to the site. The restrooms at the amphitheater building will be available to amphitheater patrons and trail users. A fire hydrant will be installed just to the north of the building and will be Regular Agenda Item #600 March 22, 2010 Page 3 of 3 accessible from the Cross - Seminole Trail. An unpaved fire -truck turn- around area is provided off the trail immediately south of the building. • STORMWATER: Stormwater will be collected onsite and discharged into a proposed dry detention pond located north of the site and along the west side of the Cross - Seminole Trail. Overflow from the proposed dry pond discharges across the trail to the existing wetlands on the east side of the trail through an existing culvert pipe. FISCAL IMPACT: No funding is requested with this agenda item. After the trail swap progresses, the project will be advertised for bidding and a future agenda item will be submitted for the City Commission's approval to award the construction contract. COMMUNICATION EFFORTS: No extra communication efforts are necessary at this time. RECOMMENDATION: Staff recommends the City Commission approve the Final Engineering and Landscape Plans for the proposed Magnolia Park Amphitheater. ATTACHMENTS: 1. Minutes from April 13, 2009 Regular Commission Meeting, Item #601 2. Magnolia Park Amphitheater — Final Engineering and Landscape Plans CITY OF WINTER SPRINGS, FLORIDA MINUTES CITY COMMISSION REGULAR MEETING — APRIL 13, 2009 PAGE 17 OF 22 REGULAR 601. Public Works Department Requesting The City Commission Review The Magnolia Park Design Development Plans And Provide Staff With Direction. Mr. Lockcuff reviewed this Agenda Item with the City Commission. Mr. Bill Starmer, Starmer Ranaldi Planning and Architecture, Inc., 820 West Broadway Street, Suite 3000, Oviedo, Florida: also reviewed this Agenda Item with the City Commission. Tape 2/Side B Discussion began on seating options and Mr. Starmer suggested, "Our recommendation is to stick with the individual seats." Mr. Lockcuff added, "Yes." Commissioner McGinnis noted, "Good." Commissioner Brown added, "Individual seats." Mayor Bush asked, "Individual seats Commissioners ?" Commissioner Hovey remarked, "Yes." Deputy Mayor Krebs said, "Yes." Commissioner Bonner was asking whether seats should be numbered. Mr. Starmer explained, "They come with those tags at no additional cost." Mayor Bush added, "I think we have Consensus on the chair seats." The bermed area was then discussed for other open seating and Mr. Starmer noted, "Our recommendation at this point will also be to have just berm seating, not to introduce these individual walkways." Deputy Mayor Krebs stated, "Good idea." Commissioner McGinnis remarked, "Good." No objections were voiced. A sound system for City use was then addressed, to which Commissioner McGinnis noted, "We are accommodating in the back of this for people to sit and enjoy a venue, but there would be no speakers ?" Mr. Starner stated, "Not at this point." Commissioner McGinnis then recommended, "If we could build that in, in the beginning to accommodate that, it just seems to make sense." Mr. Starmer noted, "That's good input and we can pursue that. That is not a problem." Deputy Mayor Krebs stated, "I definitely agree that we should have it. This is Magnolia Square - I think we should have it. If you could build that in." Mr. Starmer explained, "We're talking about seating out in this area that's in the berm area, that doesn't really have speaker systems because the speakers here are really limited maybe to this front fixed seating area; and I think the suggestion was could we put some speakers back here that would support people sitting out in that larger open berm seating area." Discussion. • CITY OF WINTER SPRINGS, FLORIDA MINUTES CITY COMMISSION REGULAR MEETING - APRIL 13, 2009 PAGE 18 OF 22 Site lighting was addressed next to which Mr. Starmer noted, "The site lighting around the walkway areas up here — we're suggesting that you stick with the small acorn lights that you have running up and down Blumberg - [Boulevard] that are actually power company supplied. I think you lease those — just to have that continuity so it comes down into the park." Mr. Starmer added, "That would be our recommendation." Commissioner Bonner asked Mr. Lockcuff, "I assume you support that recommendation ?" Mr. Lockcuff stated, "Yes — they typically want to stay in the right - of -ways, so once we get on private property you have got to grant Easements and whether we want to do all that is another issue. But, either way, even if we owned the lights we would match them is what you are saying, right ?" Mr. Starmer noted, "We will bring up with Staff and play with those pros and cons." In discussing materials for a roof, Mr. Starmer suggested either a plastic or Tencel® product - "We will probably wind up with a hard glass lens over that." Further brief comments. Mr. Starmer explained, "We have talked about Magnolia Park — we have talked about a lot of things. We've talked about interactive fountains; we've talked about the skate park. I want it clear that what we are designing is the amphitheatre and this particular project doesn't include that skate pond or the interactive fountain — we pulled that out." With further comments, Commissioner McGinnis suggested that "family" restrooms be considered. Discussion. Commissioner Bonner asked, "Does the design take into consideration the potential for a large number of bicycles to be at the location at one time ?" Mr. Starmer stated, "We don't really have a bike rack included. We could do that." Mayor Bush stated, "Good idea." Deputy Mayor Krebs added, "We have to have that." With comments on the budget for this project, Mr. Starmer noted, "When we give you a Budget, we're giving you your Permit Fees, we're putting your design costs in there." Commissioner McGinnis stated, "Good job." Mayor Bush added, "Good job." ❖ ❖ AGENDA NOTE: REGULAR AGENDA ITEM "603" WAS DISCUSSED NEXT, AND LATER IN THE MEETING, AS SHOWN ON PAGE 22 OF THESE MINUTES. •S ❖ PROPERTY NAME POSTING BUILDING STORY: F.A.R. STE DATA: SF AC X OF PARc . (FLOOR AREA RA1101: SURROUNDING LAND USE MAGNOLIA PARK AMPHITHEATER N/A 1,169.46 SF/ 27,930.60 SF (0.6412 AC) = 0.04 GEOGRAPHIC CODE DEdSs giVi..� x.n.kil PERNOUS 27,930 "60 0.64 100.00 434 SR W LOCATION WINTER SPRINGS, FL 32708 PROPOSED BUILDING STORY : CONSTRUCTION TYPE: NORTH T -C TOWN CENTER DISTRICT 1 4 -STORY TYPE 116 EAST T -C TOWN CENTER DISTRICT IMPERVIOUS 13,797.37 0.32 49.40 f OWER NAME SOUTH T - TOWN CENTER DISTRICT PERUOUS 14,133.23 0.32 50.60 CITY OF WINTER SPRINGS TOTAL SITE AREA 27,930.60 0.64 100.00 . PROPERTY WC USE MAXIMUM BUILDING HEIGHT: WEST T -C TOWN CENTER DISTRICT T -C TOWN CENTER DISTRICT 55' - 0'' 820 West hooAway% P ARCEL O) . , oltl o 316S 26 20 30 5AR 0A00 - 006C FUTURE LAND USE SOILS TYPE SURROUNDING ZONING: GRAPHIC SCALE GEOGRAPHIC CODE " p .07.977.1010 .07.977.1010 fa 407.977.1079 T -C TOWN CENTER DISTRICT MAP UNIT MAP UNIT NAME X OF SLOPE . ' TAX DISTRICT: SYMBOL LOCATION �tt■�tttttttt■�� W1- WINTER SPRINGS TOTAL STE AREA: 29 St. Johns and NORTH T -C TOWN CENTER DISTRICT IN ligr) MIL 27,930.60 SF (0.6412 AC) EauGallie fine sands - EAST T - C TOWN CENTER DISTRICT i mm - 20 it ;,; SOUTH T -C TOWN CENTER DISTRICT ' _ WEST - TUSKAWILLA ROAD 3 " ` Kl ]tpa o =J Weeks ,2-x i a _; ' ' LEU778) tik POINT OF BEGINNING ■ } :� .5.00:_, \ \ j — PARCEL I __... BENCHMARK ; ` ~ \ ' N /� BENCHMARK Cecti6cateofAuthaiatlon No.: 923o ‘11.. REC. N/D (1.63778) i - _�._..__:r- - \ REC. 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CONC. RIBBON CURB q 6'DETECTABIE WARPING SLOPE PER PLAN- SLOPE PER PLAN SEE DETAIL THIS SHEET ''Ala f N� K Rawddi _ I• SAND SETTING BED SEE GRADING PLAN SURFACE ON ALL CURB RAMPS ��� � //`�� 1 :� ''<(': % - _- J ! - AS'Fi. PNA'L FOR FINISH GRACES • SEE DETAL 6 COMPACTED SUBGRADE L 6' COMPACTED SUBGRADE � ��Y`� rLWMAfili#WI sRei6A61fN Wier# �^.',',y" RAID - 8' MN. _ WARES 95% AASHTO T -180 95% AASHTO T -180 �, A A . ♦ a >es e s .e ..,.AAA +" , a- .+ � +'° 20:1 MAX 4M111 & CAULK WATERPROOF ELASTIC RAID THROUGH I N• B' I 211 1:12 M AX eau west Br and mdway s,., Suite X03 1HlO FN@ EDGE RAISED CONCRETE WA K 4' COMPACTED AGGREGATE Oviedo, , Florida 3y65 1/2' ELASTIMETRIC BASE, 95x PROCTOR oh W7.977.1030 ix 107.9721019 E7a 1 N JT. MATERIAL • AAS1i �T0 SECTION I III WALK WoTH VARIES (SEE PLAN) --I R . 11111 I 4. CONCRETE CCONCRETE EDGE RESTAINT PER PAVER MANUFACTURES SPECIFICATIONS NOTE: SECTION LANCING AT NORMAL SDEWAII( ELEVATION . - • SLOPE PER ASPH. PONY. IN AREAS NOT BORDERED BY 1. FILL JOINTS NTH DRY BRUSHED PLAN- RIBB CURB SAND dt TAMP I l' NEW RAIN' TO MATCH EASING II TYPE OR AS REOURED BY CITY OF WRIER SPRINGS I e. ?.S Klima 1/2 FXPANSON JOINT �' /\./ /\ �'\ i 1T, ' / \� , T ✓i ? Y - _ / TYPICAL PAVER SIDEWALK SECTION ' s € SAWCUT Weeks OR FORMED / / . ✓ . W • N.T.S. NT DEPTH - d' /4 6' COMPACTED SUBGRADE / ° < „.... 95% AASHTO T -18O %T \ \ \ i - - 6 "I i� < EDGE TA d' I 6 • 16• I BPoCN PAVER SIDEWALK wA6NNC %M PATTERN IIETECTABLE Y W HE 1H PREMIX SHALL BE N PREMIX aF TRAWL I ��� SEE DETAIL NS SHEET r NXINT6�ae' CONTRACTION JOINT THK3¢NFO EDGE Fl USN CONCRFTF WM K a. ay NOTES .I -.: -' . O 1Rt DETA ooME u' 1. ALL CONCRETE PAVEMENT SHALL HAVE A FULL Y= ISOLATION JOINT 3. ALL CONCRETE SDEIVALKS SHALL HAVE �` SJ ' .. c( /(SEE DETAL) THERE IT ABUTS EXISTING CONCRETE PAVEMENT AND OTHER RIGID A SAW CUT OR FORMED DUMMY � � N,-% "• -.• 3 O O V / I STRUCTURES PROVIDE 2' SAW CUT OR DUMMY CONTRACTION CONTRACTION JOINT AT EVENLY SPACED - . ' ... - ' .. ' 4' CONCRETE JOINT AT EVENLY SPACED INTERVALS NOT TO E7fCEDD 12 FEET. INTERVALS NOT TO EXCEED LNEAR FEET 6' -. - . - . . V._ T 2. PORTLAND CEMENT CONCRETE PAVEMENT TO BE 3.000 -PS ..................... S LOPE PER PLAN - 7 O O O } I COMPRESSIVE STRENGTH, MIN. 4. 4 THICK SIDEWALK W/UGHT ' - - • = - -- . • - - - -- -- TRUNCATED DOME CenrfinreofAuthorization No.: ono BROOM FINISH h TROWELED - - - = • . - . - - - - ' EDGE �� 9 ca AAASFIT "TO O D T- 180 0GILA°E fr2v'> ) // /v 2>,-•' /i� %i��� 0 ,� CONCRETE WALK DETAILS L 8• COMPACTED SUBGRADE Ia1C COMERS IWA,E - lo-lz PLAN VIEW N.T.S. 1. MILANO f Op TEE PAVOPAVEMENT TO Bc d M 000 -PSI 95% SRTO T -180 COMPFESME TH. ALL SIDEWALK CURB RAMPS SHALL HAVE DEIECTN3LE WARNING SURFACES THAT MEND THE FULL WIDTH 2. ALL MOON CURBING SHALL HAVE A SAW CUT pt FORMED CF THE RAMP AND ME FULL DIF1H CF TRAVEL FROM THE BACK OF Q. NOT m o� 6 LI ANT NEAR FEET. Y SPACED Il N5 BIKE RACK CONCRETE PAD CURB RAMP DETECTABLE WARNING SURFACE I r DICK RIBBON DUB ./&Kali BROOM FINISH & TROVE:UM EDGE N.T.S. CURB RAMP DETAILS CONCRETE RIBBON CURB N.T.S. N.T.S. R5' Alk i -t2• -( �� RID LETTERING F -12' -{ WHITE BACKGROUND DUCTILE IRON POTABLE WATER MAIN I SOME TO CONFORM TD NTS TYPICAL METAL . Li 2 1/El i FLORDA DEPARILETIT OF K n� 2.5• - 4' PIPE - 3' TAPE IS CENTERED ALONG TOP HALF OF PIPL. FTP- AMMO BY • �� 1RANSP MTATM ND MIND V 1 PAVEMENT MARKER , I 5' SECFxJ17NNS I • � .. (PER RIOT SUNDAl105.) / POTABLE WATER MAIN POTABLE WATER MAIN i ENLY FTP -55 - _- R1 -1 , . K w w ; / / 8 CONCRETE V J � ` / _ RPM. BASE 3 6' 16' PI6' TPLED ALTH Z ���� r L -- maw '/ •••� INFORMATION PERTANING �/�' 1). SE RAN YEN SHEET C3.1 FOR EXACT Q W LL Q TO FINES PER LOCAL JURISDICTION TOP OF SIGN TO (F.S 316.1955. 318.18) MATCH TOP OF N.T.S. HANDICAP STRIPING DETAIL POST. MOM BY EMERGENCY ACCESS MARKER DETAIL MOMS a.r AWNS ,Baer... J = 6 I- ally N.T.S. 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE O � Z NOTES - - WITH ALMS THIRD STRIP CENTERED AL TOP HALF OF PIPE. // 1. ALL Lk i ;LT.'S ARE 1' SHIES • C • . PER MUTCD. Mat OM rem nw tar• MAW a..a. =MN 2. TOP PORTION OF z = Q. SON STALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE 0 I Z 1 P W BACKGROUND WITH WHITE RERECTORIZED LEGEND AND BORDER. o mar m e., mar em r mac era Noe 3. BOTTOM PORTION OF UH SHALL HAVE A REFLECT RIZED ENGINEERING GRADE) 2 WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. G LV. o mar WI= roe mac MOM .r IOWA Ben WillW 4. ONE (1) SGN IS REQUIRED FOR EACH PARKING SPACE. SG N -O 5. HEIGHT OF SIGN SHALL BE 7'-6 FROM FINISHED GROUND TO BOTTOM OF SON. POST N 20• SODDED cc _ Z HANDICAP PARKING SYMBOL /� ACCESS 10 I 10 Acct' r c r G awl SIDE MEW S.idrsP•ay <•;v'+P .. k ' y,.`.•. S SURF • MATCH PROPOSED DERGENCY MARKER � : P•"' A uh. •'P5},s�+ �'�', wt N.T. 'TAP" '`' '4e,'........................./ ... •..... / - DAL • \ ♦ ..♦4..��•d. :�..4.♦♦• 1 :\ a srr.l 17LP:ar: a,lil ■ 1 /ViPWN a, r'J r MITE STRIPE �i� i�i�i�i :i �i �i:i�i�i I i�i�i�i�i: i:i: ��i�i�i a w t . r R. a .. KT• : � .•. +�' BAT! 04 - ,a 6• BLUE SHRIFT -r� 6' WHITE STRIPE . i i i i i i • i ♦ i • • • • • • • • P i i i i 12' G. " `{ ' ", " '-.� • t` � J `� < ' Y � i , ' 'x' + j "� a P� .( UMW MASA -WEEKS 'I / $.$00_0:;:;$z:;:;:;:;:;:;:;:;:;:11 , ,{ . „ n". g^`yC. ,r ' • h > ' `' ' ' ' -, Le G { -. esi -- .. rmc 1111 ��/ \/ ��/ \ / �� /��/ K ,, �4` 4 ai ' » • • - 14: .[Y h ` \s ue:' • ,o,.,„1-.1... ,-' ' S'',.. =MD JAN Q����N \! �� ����� usTABLI D SBBAS= COMPACTED 10 t (F 11€ � , a„ ' r r,� a '` P r:•t-- :•F. , s �, �'', m R'AOa3 c�., owe ; 0 41. rrm e....-1 r' • . 3-6 SOLID MITE / ✓/✓ /, ✓ / ✓ /• / /✓ ROOFED PROCTOR (Arn D -1557. AA91T0 naB), -;r 2 " `.., ti 4 : ^ n. `s . >. 4 :' s "s e . ' ,,.,. • ow Nu O 60% EQUALLY SPACED 6• BLUE STRIPE - \ \ \ � • ( ^t�'`� J' ti'►. 's • .:.tip x �.. . �j f�ii MAODY DENSITY 11111 AN UN VALUE a No AN. °°: J • r9 a. •f '`t' 5 €� Via: ..) ;'ki ~• 1 ,; - , :- v_.. S••i� , CELL 1 . 1 0 cZ (MIST BE ARE TO SUPPORT A ERE APPARATUS WIN '. • ti •'' •.tyx.j•t .? "T ..- ''.a £yr . • w 1: p' .. - , kAll" V \\ • I3 A N WIGHT C 32 70TH) • '9 .',i ..CY!... w.�-s . . 'i•. `.f 3...,..,a MET TOR 12 1 \ 12` ..,...w.. «........+,. - �......... 2 \ \ ��� \ \ 5.0' -� SONA6E 7D CONFORIA TO _,-.. ... - ...... ».�. x 08002 �� \ \ FLar6°A DEPARTMVNr OF EMERGENCY ACCESS ROAD SECTION r \ I TRANSPORTATION AND MUTCD SPECIFICATIONS. N.T NOTE; Standard Nan- D.Nclabl. Warning Tape GONG BASE ' 1. Water Um Tap. Is 3' Wide and Blue With Blade Lettering . ACCESS ROAD SHALL BE SODDED WITH GAIN TYPE l�R IOR NOTE: 1. HANDICAP SPACE IS TO BE OUTLINED IN A 6• 8• SOD. Sower Lim Tap. W 3' TRIM and linen W B Lellering TRUE PAINTED STRIPE. MIN. 2. SUBASE MATERIAL SHALL BE WELL GRADED SAND Faroe Main Tap. b 3• Ws and Brown WIN Black Lettering 2. PAINT GARB AND WHEEL STOP BLUE IN ACCORDANCE TO THE CORRECT EDITION OF ('' SEE FLANS FOR SAVAGE - IVES AND LOCATIONS FOOT � F '� "1ON FOR ROAD AND PIPE IDENTIFICATION AND WARNING TAPE v BRIDGE TYPICAL HANDICAP PARKING SECTION 3. ACCESS ROAD SECTION SHALL BE CONSTRUCTED IN N.T.S. N.T.S. TYPICAL SIGN (2) 9 -INCH UFTS. EACH UFT SHALL BE 1ESIED FOR BOTH DENSITY AND LBR VALUES EVERY 250LF. N.T.S. 100% CONSTRUCTION DOCUMENTS 07/01/2009