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HomeMy WebLinkAbout2015 03 25 Regular 602 Update of Wayfinding Design Manual, Market Square, & Town Center Signage BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE AGENDA CONSENT INFORMATIONAL ITEM 602 PUBLIC DARING REGULAR X March 25, 2015 MGR /DEPT Meeting Authorization REQUEST: Community Development Department-Planning Division is providing the Bicycle and Pedestrian Advisory Committee (BPAC) updated information regarding the draft Wayfinding Design Manual; Final Engineering Plan approval for the Intersection Improvements at S.R. 434 and Tuskawilla Road (Market Square); and draft Town Center Signage. SYNOPSIS: Staff would like to provide an update on the draft Wayfinding Design Manual; Final Engineering Plan approval for the Intersection Improvements at S.R. 434 and Tuskawilla Road (Market Square); and draft Town Center Signage. CONSIDERATIONS: On May 13,2014, the City of Winter Springs entered into an agreement with National Sign Plazas Inc. in the amount of $22,500 for the development of a unified Wayfinding Signage Program including engineering plans (FDOT compliant) to construct signage for all three tiers of the Wayfinding Program. On September 8, 2014, the City of Winter Springs amend the existing contract in order to add services to develop specific Advertising/Wayfinding Signage for the City of Winter Springs Town Center to include signage opportunities along SR 434. Said amendment with National Sign Plazas Inc. resulted in a $4,500 cost increase compared to the previous agreement. As a result, the revised contract with National Sign Plazas Inc. to include development and implementation of an Advertising/Wayfinding Signage Program specific to the Town Center totals $27,000. The agreement will result in a complete Wayfinding Design Manual March 18,2015 Agenda Item#600 Page 2 of 3 for the City including engineering plans (FDOT compliant) to construct signage for all three tiers of the City's wayfinding signage program. The draft Wayfinding Design Manual, minus town center signage, is presently under review by the Florida Department of Transportation (FDOT) (see Attachment A). Staff anticipates FDOT comments by the end of April 2015 and will update the Board accordingly. Staff is presently coordinating draft Town Center signage with National Sign Plazas (see Attachment B). As a result, staff is moving closer to a desired color rendering of proposed marquee signage for the Town Center as well as three (3) specific locations therein which best supports Tier 2 signage. Lastly, the City of Winter Springs City Commission approved the Final Engineering Plans for the Intersection Improvements at S.R. 434 and Tuskawilla Road (Market Square) during their regular January 26, 2015 commission meeting. The Intersection Improvements at S.R. 434 and Tuskawilla Road project consists of a comprehensive set of safety, operational, and aesthetic improvements to Market Square, the S.R. 434/Tuskawilla Road intersection, and the Town Center frontage road (see Attachment C). FISCAL IMPACT: This agenda item is for informational purposes only and has no fiscal impact. COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Bicycle And Pedestrian Advisory Committee members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney/Staff. Additionally, the Meeting Agenda has been sent to media/press representatives, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. March 18,2015 Agenda Item#600 Page 3 of 3 RECOMMENDATION: Staff requests that the Bicycle and Pedestrian Advisory Committee (BPAC) listen to the update of the draft Wayfinding Design Manual; Final Engineering Plans for the Intersection Improvements at S.R. 434 and Tuskawilla Road (Market Square); and draft Town Center Signage and provide any guidance or additional information as they deem appropriate. Attachments A. Draft Wayfinding Design Manual B. Proposed Town Center Signage (Location& Design) C. Final Engineering Plans for the Intersection Improvements at S.R. 434 & Tuskawilla Road Winter Spring,FL WAY-FINDING SIGN PROJECT T E R SPR IN0-‘.. S ATTACHMENT "A" - .., .. rl .---.---, , 1..5, ,.. ... ._ - . . ._.-1' I 'sr' L 111 L /typist:41p . {. ..: ' , ; om_ _ Winter Spring,FL WAY-FINDING SIGN PROJECT T E R SPR -‘.. I G S Table of Contents: Figure 1.Winter Springs site location Map Figure 1.a Winter Springs-West Figure 1.b Winter Springs-East 2-3.Sign Matrix 4-21.Site Plans(FDOT-ROW) i 22-31.Site Plans(Winter Spring ROW) ti_ . ! iii = . •, 32-35. Gateway Site Plans w r tyro'?" 36-44.Vehicular Sign Detail 1 45-51.Sign Proofs 1114',1) \\I11{b 4 l'a1'i{ #,- �. {:. ..: ', - ; om- _ , Figure 1 4111111110411r \ 7. ......._.. Figure 1.a 17-92 ' .--Z.„ M = L-■;r"' _ a -------- , ■ ------_ -.. Figure 1.b ...::„...,,,j II-1 ,I 233= 417 , 434 e . ..,...........„ Dam, -----44-1.1_ I_ =EarEi Emm \\ e..,,„,'r2= j - 7 DIMEZEOCEM „.,.., \ .--- , , , EREN, ,FT.,.%%1 cr, \ -- ' 1 1 li „ I 1 - ' -, „ - 1 1 --------1--- - ----___ __------ - _ _, ra `-' ----------__,_ 'I 1 _---_-■ -------', 0 NA o__Perk 0 Ranchland Perk I 0 U'' . 1 Mile 0 + I I City of Winter Sprin•s Sign Location M. • Figure 1 .a 419 off , QSolider Creek Park <p Police Dept - 17-92 <} Torcaso Park 40010 4� Q US 17-92 __ �_ WS-VEH02 Town[enter s-�w-0z City Hall Police Dept1`s�'- A`tr�af <}Gateway Interchange /�WS-VEHOS Town Center WS—VEH03� ' 1® /� University of / ll- Central Florida �J -' Winding Hollows Park ® k\ WS—VEHO6 L_i ■� Town[enter Polite Dept Torcaso Park ® I - WS VE 1 Police Dept Tormso Park t 1 a ®o® WS—VEHO� QTown Center 434 — a aver Elementary S . WS—VEH04 0 ` Q Town Center -Q Pni1 a srati Police Dept Fire Station WS GW O1 Torcaso Park _ WS VEH i:---- III o Hall O Trotwood Park letta Point Park ty Fruitwood Park ® Pzar Geek Nature Tail us P�cofDaa B Q Fruitwood Park J cano-al vends Pad: ® M© Pad: ® �o���n�ammgc cap Q Ranchland Park ao�saamola Tao aananland Paa: ® Kaath eaaanmrys,00l Moss Park =J Veceans Memorial Pad: ® Sam Smith Pad: ® wincersprings =menrary School WS—VEH09 Magnolia Springs Amphith eater 0 Sunshine Pad: ® layer Elemen e[yS hoot Winter Springs Town Cen[?r e Torcaso Pad: ® Highlands'emenbry School �, ® SoldlewC *P ® I d�a aoa m�ddlasanool I ® Winding Hollow Pad: ® inter5prings High - ' '��'A School � � ® Diane's Pad: ® winter5prings DCg Pad: ancM1lantl Park ee® wua 5pns olce''''en EWE /�% t..I Park ® 6reeneway Interchange ©© b *I WS-VE 10 0 I 1 Mile ® a Post Office ---_46'‘ '.4 \ City of Winter Springs Q Cross Seminole — ` Town Center Sign Location Map Trailhead Central =J Veterans Q Post Office ® O Winds Park Memorial Park C2 Central Winds Park S-VEH13 ` Magnolia Park Figure 1 .b WS-vEHn / Am�hitheater ,� WS 417 a Town Center 14 i Q Post Office �" \ Q Central Winds Park WS-VEH12 p Winter Springs Veterans High School • Memorial Park / �WS-VEH16 Indian Scho L 11 11 Middle School i I i i IMIBINIZEI WS-VEH14A Q City Hall Q SR 417 Indian Trails Middle School Town Center Q Town Center _ 4 Central Winds Greenwa Post Office Winter Springs 11 Park y <1} 2 eau High School Central Winds Park Interchange Cen[aL W ntls Park letta PoInt Park ■ WS-VEH16A WS-VEH17 Green Way =����--� creenway Interchange Interchange �.--- � Wipri imead Z. igh nter S H School ngs WS°VEH19 al w5-ow-03 Cross se m�nole w5-vEHU Magnolia Park 419 Amphitheater Veterans e`" Memorial Park 4 O University of ® ws-vEH15A I Central Rorlda Cross Seminole Trailhead i r 1 Jetta Point Park c WS-VEH 18 / • Kee Eemen ary I l Intl tan trails Middle School iroizod Park \X IWS'YEH22 ) / / Town Center r... ® City Hall O Trotwood Park letta Point Park .% Magnolia Park US Pon�i 'ce ® Fmitwood Park ® Bear Creek Nature Tail Amphitheater Choices in Learning Cen er J�Central Minds Park al nds Park ® Moss Park Metmorlel Park ® T Cros Seiinole Tail O Ranchland Park m Keeth Elementary Schos S-)'/EH2O \ / ® emo ® Winter Springs Element.rySchool ® Vetean rial Park ® Sam Smith Park■ apnngsAmphitheater ® Sunshine Park ® Layer Elementary Schoo 4 TOW Center Winter n Town enter Highlands Elements Se fool //. \ rings ® Torcaso Park ® 6 Elementary ('6 . Town Center— ` 4 County Club ® Soldiers Creek Park ® Indian Trails MiddleSch�ol Sam Smith Park w'1 TEx s•'-C'y =� --�-= ® Winding Hollow Park ® Winter Springs High Scho of •- t / Winter s Do Park 3 wrr COW, ® Diane's Park ® Pnn° Bear Creek �� s- -04 Winters Police D.mrtment Nature Trail J city Hall ") / ® Springs .- W-VEH21 un town Center \I ® UCF QCentral Winds Perk ® 6reeneway Interchange N �� ws �� 1 Mile Sign FDOT Sign Type SIZE Message Schedule LAT LONG Sign Faces Location Downstream Sign Number WS01 YES Veh01 b 60"x 36" Town Center(Straight) Police Dept(Right) Torcaso Park(Right) 28°42'21.92"N 81°18'13.64"W north 250'north of Moss Rd Centerline/none 15'West of HWY 419 WS02 YES Veh01 b 60"x 36" Solider Creek Park(Straight) Police Dept(Left) Torcaso Park(Left) 28°42'20.01"N 81°18'7.82"W south 275'south of Moss Rd Centerline /8'East of HWY 419 WS03 YES Veh01 e 76"x 36" Town Center(Left) City Hall(Left) Greenway Interchange(Left) 28°42'14.62"N 81°17'37.12"W north 285'north of private drive 228'Speed Limit Sign centerline(929'North of HWY 434) WS04 YES Veh01 c 40"x 36" Town Center(Straight); Layer Elementary(Straight) 28°42'8.32"N 81°17'35.61"W WEST 716'west of HWY 419 centerline; 300'FLA419 15'south of HWY 434 WS05 YES Veh01 a 52"x 36" US17-92(Straight) Police Dept(Right) 28°42'13.35"N 81°17'28.36"W EAST 110'EAST OF HWY 419 NONE centerline;15 north of HWY 434 WS06 YES Veh01 d 72"x36" Town Center(Straight); University of Central Florida Winding Hollow Park(Right) 28°42'16.05"N 81°16'58.88"W WEST 560'West of Winding Hollow bus bench-370' (Straight) Centerline/15'south of HWY 434 WS07 YES Veh01 a 52"x 36" Police Dept(right) Tocaso Park(Right) Icons(left) 28°41'55.97"N 81°18'17.19"W EAST 235'EAST OF N Moss Rd Village Walk-175' Centerline/13'north of Hwy 434 WS08 YES Veh01 a 52"x 36" Town Center(straight) Police Dept(Left) Torcaso Park(Left) 28°41'54.69"N 81°18'22.72"W WEST 282'west of S Moss Rd none Centerline/10'South of Hwy 434 WS09 NO Veh01 a 52"x 36" Fruitwood Park(Straight) Ranchland Park(Straight) Moss Park(Right) 28°41'19.89"N 81°18'14.86"W north 150'north of Moss Park Entrance none Centerline/10'west of Moss Rd WS10 NO Veh01 c 40"x 36" Ranchland Park+Icons(Left) Fruitwood Park+Icons(Right) 28°41'3.75"N 81°18'6.15"W north 280'north of E.Panama Rd Stop Sign-270 Centerline/10'west of Moss Rd WS11 YES Veh01 b 60"x 36" Cross Seminole Trail(Straight) Post Office(Straight) Central Winds Park(Left) 28°42'16.10"N 81°16'14.85"W EAST 283'West of Heritage Park St/8' none south of Hwy 434 WS12 NO Veh01 a 52"x 36" Town Center(L);Food Icon;Gas 28°42'16.46"N 81°16'10.63"W EAST 162' East of 434/10'North of none Icon(L) Central Winds Dr WS13 YES Veh01 c 40"x 36" Post Office(left) Central Winds Park(Right) 28°42'9.36"N 81°16'3.72"W EAST 880'East of Central Winds Dr/10' Pedestrian Sign-363' North of Hwy 434 2 Sign FDOT Sign Type SIZE Message Schedule LAT LONG Sign Faces Location Downstream Sign Number WS14 YES Veh01f 52"x38" Town Center(left) Veterans Memorial Park(left) Manolia Park Amphitheater(left) 28°41'51.09"N 81°15'48.61"W WEST 485'West of Tuskawill Rd School Sign(to be replaced by 14A Centerline/5'South of Hwy 434 WS14A YES Veh01 g 60"x37" Winter Springs HS(Left) Keeth Elementary(right) Indian Trails Middle School(right) 28°4149.91"N 81°15'47.56"W WEST 335'West of Tuskawilla Rd none Centerline/5'south of HWY 434 WS15A NO Veh01 c 40"x 36" Winter Springs High School Magnolia Park Amphitheater Veterans Memorial Park(Straight)) 28°4146.38"N 81°15'44.92"W South SW Corner of Tuskawilla and none (Straight) (Straight) HWY 434/150'south of Hwy 434 Centerline WS15 NO Veh01 g 60"x37" Post Office;City Hall;Central Jetta Point Park;Greenway Cross Seminole Trailhead(right) 28°4144.68"N 81°15'4546"W WEST 341'south of Hwy 434 WS15 Winds Park(Left) Interchange(right) Centerline/5'East of Tuskawilla WS16 YES Veh01 b 60"x 36" Post Office(Straight) Central Winds Park(Straght) Veterans Memorial Park(Right) 28°4145.91"N 81°15'41.58"W east 270 east of Tuskawilla Centerline WS16A RD 15'northof HWY 434 WS16A YES Veh01 g 60"x37" Keeth Elementary School(Left) Indian Trails Middle School(Left) Winter Springs High School(Right) 28°4146.84"N 81°15'42.53"W EAST 386'East of Tuskawill Rd Center Buckle Up-135' line/15'north of Hwy 434 WS17 YES Veh01 b 60"x 36" City Hall(Straight) Town Center(straight) Central Winds Park(Straight) 28°41'24.51"N 81°14'48.68"W EAST 475'West OF Creek Runway none Centerline/8'north of HWY 434 WS18 YES Veh01 d 72"x36" University of Central Florida Cross Seminole Trail(right) Jetta Point Park(right) 28°41'23.78"N 81°13'54.05"W WEST 250'West of Jetta Point Park none (straight) Centerline/8'south of Hwy 434 WS19 YES Veh01 b 60"x 36" Central Winds Park(Straight) Greenway Interchange(Straight) 28°41'25.03"N 81°14'10.56"W EAST 350'east of Spring Ave none Centerline/8'north of Hwy 434 WS20 NO Veh01 c 40"x 36" Town Center(Right) Magnolia Park Amphitheater(Right) Central Winds Park;Veterans 28°40'32.03"N 81°16'10.92"W EAST 120'east of Tuskawilla none Memorial Park(Right Centerline/5'north of Winter Springs Blvd WS21 NO Veh01 c 40"x 36" Town Center(Straight) Sam Smith Park(Right) Bear Creek Nature Trail(Right) 28°40'24.26"N 81°16'16.52"W South 470'North of Oak Forest Dr Centerline/6'east of Tuskawilla WS22 NO Veh01b 60"x36" Keeth Elementary School(Straight); Trotwood Park c-Icons(Right) 28°411.86"N 81°15'57.92"W South 275'south of Trotwood Blvd Indian Trails Middle School Centerline/6'east of Tuskawilla (straight) 3 TER SPR colgagaute 1 I N WS-VEH01 -\1 1 Gs 11.5" 8 Details: 0.5Q-,---- + Sign Type:VehOlb 1.5" 1 I Size:60"x36" Posts:1 Town Center Sou t:C o Aluminum 11 " 8" MountCollar Bracket 1 Anchor:SA 11" Police Dept 6 5.5" f__ Notes: } " Font:Clearview Hwy Torcaso Par all font sizes are 6"high based on 11" 6" 5.5 total height of asender and 1 i_ desender characters of the font 1.5" Fan 60" Elevation Street Diagram 1.11 Ill Overhead Location: J State Road 419 1►r� at N. Moss Rd Lat: 28°42 '21. 92"N Long: 81°18' 13. 64"W State Road 419 1, 8' 84" j ce _ g FDOT ROW: Yes 6., wS01 v°Z SECTION :77070-2506 250' 4 iT ER S P D 1` I N WS-VEHO2 -.\l' ).- 11.5" Gs 8 0.5" + Details: 11.5" Sign Type:VehOlb I Solider Creek P Siz e:6o i ___/___ "x36" 11 " 6" Su Sub: .12 5 Aluminum Mount:Collar Bracket Anchor:SA 11 " 6 Police Dept 1 Notes: Font:Clearview Hwy all font sizes are 6"high based on 11 " 6" To r c a s o P Park total height asender and desender characters o racters of the font 1 1.5" 1. 60" . Elevation Street Diagram 'I Overhead Location: State Road 419 ::::":0::::::0.01"N .; 275' WS-VEH02\\0 0� : 1 .82"W 8' 84•- j SECTION:77070-2506 cc State Road 419 6„ N 0 E 5 Z ,0„,R SPRING � TER S P R I N WS- VEHO3 Gs 11.5 1 05” 8" Details: + Sign Type:VehOld 1.5" 1 Size:76"x36" Posts:2 11 " 6" ! ' ket Town C e n e r hor:SA 11 " 6„ Hall 'i City Notes: Font:Clearview Hwy all font sizes are 6"high based on 11 " 6 G r e e n w a I n t e r s a n e total height of a and I .< 1 desender characters sters of the font 1.5" ki 76 id Elevation Street Diagram Overhead Location: I Road: State Road 419 Cross Street: State Road 419 8 Wade St. AL Lat:28°42 '15.05"N \ , m Long:81°17 '39.53"W r ' 45MPH 57• FDOT ROW: Yes WS-VEHO r Section 77070-2516 6 285' 6 TERS P R T �,r1TER SPRINGS 9" \ \- 1 NGS WS-VEH04 1 5„ 0.5" i T 1.5" Details: Sign Type:VehOlc I Size:40 "x36" 811 Town Center Posts Sub: .125 Aluminum minum Mount:Collar Bracket Anchor:SA 33" 1 } 6" 5 Layer Notes: Font:Clearview Hwy all font sizes are 6"high based on E m n t r total height of asters of and _V e e a total h desender characters of the font 1 1.5" F. 40" Elevation Street Diagram I Overhead Location: T',e6 P Road: 'P State Road 434 State Road 434 7 12 Cross Street: `9 J. Hayes St Lat: 28°42' 8.32"N FLA419/ I Long: 81°17' 35. 61"W WS-VEHO4 zoo' 416' s FDOT ROW: Yes 716' 6 Section 77070-2516 7 TER S P R I �,NTER SPRINGS 9" \ \-� NCrs WS -VEHO5 1 5I„ 0.5'= ! 1.5" Details: i Sign Type:VehOla Size:52"x36" Posts:l 8„ Sub: .125 Aluminum 16.5" 6" Mount:Collar Bracket 9 2 Anchor:SA 1- p i • D t i- Notes: 6" 0 I 6" Font:Clearview Hwy all font sizes are 6"high based on 16.5" total height of asender and desender characters of the font 1 1.5" 1- 52 " Elevation Street Diagram Overhead Location: Road: 110' WS-VEH05 - State Road 434 5 Cross Street: 8'6" v m State Rd 419 84" Z o Lat: 28°42 '13.35"N N n Long: 81°17 '28.36"W w A w FDOT ROW: Yes StateRd434 A Section 77070-2516 8 ,0„ER SPRINGS TER SPRiN WS-VEH06 11.5" N10- \' S Details: 1 $° Sign Type:VehOld 0.5" 113" Size:72"x36" Posts:2 6" Town Center Sub: .125 Aluminum 9„ Mount:Collar Brackey Anchor:SA T fUniversityof 15" C e n t r a l F lo rid a Notes:Font: Clearview Hwy y all font sizes are 6"high based on Itotal height of asender and desender characters of the font 9" 6" W • n •n H O o w� r and 1 i=> 1 Two levels of copy is based on letters not touching in the 1" 1.5" margin between characters ki 72 Elevation Street Diagram In Overhead Location: a - > Road: m o m State Road 434 = 11' v Cross Street: State Road 434 c m Winding Hollow Rd v :a v Lat: 28°42 '16.05"N a Long: 81°16'58.88"W 395' 165' a FDOT:Yes S�VEH06 us 560' Stop o Section:77580-2610 9 1 T E R SPRING9" jJRSPRINo s WS-V EHO7 5" 0.5"= ! : 1.5" Details: Sign Type:VehOla 11 " Police 6" Post:1"x36" Posts:l i J____ Sub: .125 Aluminum Mount:Collar Bracket Anchor:SA 11 " Torcaso Park 61' Notes: Font:Clearview Hwy 11 " 6 ,� 6„ all font sizes are 6"high based on 1 total height of asender and �'� desender characters of the font 1 1.5" k 52 " Elevation I Street Diagram Overhead Location: 235'.. illage Walk ,___WS-VEHO7 A Road: 175' Cl) State Road 434 13 v Cross Street: N. Moss Rd co 84" State Road 434 ,' Lat: 28°41'55.97"N a a w Long: 81°18 '17.19"W re A FDOT ROW: Yes w ' Section 77580-2610 10 z TER S PR I �,NTER SPRINGS 9" \ \-� NCrs WS-VEHO8 1 0.5" L 1.5" Details: own e v e r Sign Type:VehO la Siub52 5 xAlumin um 11 " 6 i J____ Mount:Collar Bracket Anchor:SA • 11 " Police Dept J____ / <(:::23:::] Notes: Font:Clearview Hwy 11 " 0 r O r 6 all font sizes are 6"high based on total height of asender and desender characters of the font j 1.5" [. 52 " Elevation Street Diagram Overhead Location: A Road: State Road 434 Cross Street: ett:: 10 v N. Moss Rd Lat: 28°41'54.69"N 84" State Road 434 ,' v Long: 81°18 '22.72"W . FDOT ROW: Yes \ 0 A Section:77580-2610 WS-VEH a MI 282' ' 11 ,0NTER SPRINGS ��T N ER SPR / WS�VEH11 (� 11.5" �\' 8 Details: S 0.5"_ + Size:VehO lb j 1.5" Size:60"x36" Posts:1 Sub: .125 Aluminum Cross Seminole ! Mount:Collar Bracket 7"15" Anchor:SA 1.5" 1 Trailhead6-, 1 Post ice 1 __ 0 I+ Notes:Font: Clearview Hwy all font sizes are 6"high based on 1 T T total height of asender and 9 6 n t r a Winds l 6 desendercharad t.ers ofthefon Ce y Two levels of copy is based on 1 1.5" letters not touching in the 1" 60" -1 margin between characters Elevation Street Diagram Overhead Location: A Road: Stae Hwy 419 I Cross Street: g' (4;:.) Heritage Park St State 434 s Lat : 28°41'25.03"N ^Y m Long: 81°14 '10.56"W a w FDOT ROW: Yes WS11n SECTION:77070-2516 12 iii 283 ®I M -T ER S P R I T�� ER SPRI��NT NGS 9 —VEH13 „ 0.5" i 1.5" Details: <=1 VehOlc Size:40"x36" • Posts:1 16.5" Sub: .125 Aluminum Post I Mount:Collar Bracket Anchor:SA 6" e n ra Notes: 16.5" 1 } 5 11wy „ all font sizes F0 are t:6"Clearview high based H on 6 + I n S a r total height of asender and desender characters of the font. 1.5" Two levels of copy is based on F." 40" letters not touching in the 1" margin between characters Elevation Street Diagram Overhead Location: WS-VEH13 Road: 182' A �� Cl) State Road 434 State Rd 43 �� Cross Street: w cu 84-, c Central Winds Dr. ,' Q Lat: 28°42'16.46"N c A A Long: 81°16'10.63"W 4 FDOT ROW:Yes 5 N Section:77070-2516 1 3 0 a T -v E R S P R I ��NTER SPRINGS 9" \ \-� NCrs WS-VEH 14 5" 0.5"= 1 : 1.5" Details: i TypeVeh <:::]::::1 Town Center Sign Type:VehOlf „ „ Size:52 x38 7___ 6" Pos ts:1 Sub: .125 o Aarmram Mount:Collar Brack Bracket 5" Anchor:SA 14" 1 " e mori a l Par a n o i s a r 6 I Notes:Font: Clearview Hwy all font sizes are 6"high based on total height of asender and 4< 1 14" 1 desender characters of the font Fri Amphitheater 6" Two levels of copy is based on 1 1.5" letters not touching in the 1" margin between characters -. 52 " ► Elevation Street Diagram Overhead Location: Road: _..... . State Road 434 w Cross Street: x ;v Tuskawilla 5' Lat: 28°41' 51.09"N to Road 434 = I A Long: 81°15'48.61"W gw A = FDOT ROW:Yes WS-VEH1 j 150' 335' 14 Section:77070-2516 yl WS-VEH14 4 Sheet 9 of 13 ,101.4TER SPRINGS 1 - TER S P R I N 11.5" � � kv WS- VEHI4A 8" Details: 0.5" i Sign Type:VehOlg j1.5" Size:37"x60" W n t e r S r n S 6 MPSub ots.1::C2l o5 lA lalumi r Bracket " 135" 50" Anchor:SA Fl • h SC 00 h l 6 Font: Clearview Hwy all font sizes are 6"high based on total height of asender and desender characters of the font. 7.5" -� f Two levels of copy is based on 6 K e e t E e m e n t a r y 5'S letters not touching in the 1" + margin between characters • Notes 6 Indian T r I l } Replace Exitsing a S 5.5" School Sign 13" 0.5" Middle 6 1.5" 60" Elevation Street Diagram Overhead Location: a ' Road: State Road 434 v Cross Street: m S� m Tuskawilla .te Road 434 ' Lat: 28°41' 49. 91"N A cl 4=. Long: 81°15'48.61"W in F FDOT ROW: Yes WS-VEH14rt 150' AI 335' f Section 77070-2516 15 WS-VEH14 4 TER SPRINGS RSPR,N1.Ni v 1 Details: 0.5"; 1 Sign Type:VehOlb L5" Size:60"x36" Posts:l • 1 1 '/ p t 0 ff 0 I Sub: .125 Aluminum 10" Mount:Collar Bracket Anchor:SA Font: Clearview Hwy } all font sizes are 6"high based on 10" total height of asender and " 6" desender characters of the font. 1 0 Central ltIin s P ar Two levels of copy is based on letters not touching in the 1" margin between characters ' \feterans r Notes: Replace existing 2" 5.5" School Sign 14" —� + Memorial Park 1.5" 1. 60" Elevation Street Diagram Overhead Location: 270' 116' Road: WS-VEH16 JWS-VEHI6A " State Road 434 Cross Street: y 10' °1 Tuskawilla 84„ Lat: 28°41 ' 45. 91"N ,' A Long: 81°15'41.58"W Road 434 w M 4 FDOT ROW: Yes F Section:77070-2516 16 � „✓RSPR,N,s çER S 'N v-\1 WS—VEHI6 A 11.5" Details: $„ Sign Type:VehOlg 0.5"= + Size"60"x37" 1.5" ' <=$ Keeth Elementary :l 6 f PoSou stst:Co Aluminum 5.5" MostsCollar Bracket Anchor:SA f Font: Clearview Hwy f ii i a n T r a i s 6 all font sizes are 6"high based on 13" i_ total height of asender and 5.5" 1 " desender characters of the font. Two levels of copy is based on Middle S c o O 6 i letters not touching in the 1" margin between characters f • • Winter S Notes: 6" } Replace existing 1:::::›�1 ., 5!5„ School Sign 13" 6 High School 1 1.5„ 60" . Elevation Street Diagram Overhead Location: 270' 116' Road: WS-VEH16 JWS-VEH16A state Road 434 Cross Street: 4 Cl) Tuskawilla ;v 10' Lat: 28°41'46.84"N ALong: 81°15'42.53"W MIF Road 434 W A a i FDOT ROW: Yes F Section:77070-2516 17 ,0„ER SPRINGS rV ER S PRI WS-VEH17 � N � S $ Details: Sign Type VehOlb 1.5" i } Size:60"x36" 11 " Posts:1 City 6" 6 Sub: .125 Aluminum 1 Mount:Collar Bracket Anchor:SA i i 11 " g„1 Town Center 6 Notes: Font: Clearview Hwy all font sizes are 6"high based on 11 " $„ total height ofasenderand n t r l Win Park 6 total h desender ight ofas ers ofthefont.Ce a s'ZI 1 Two levels of copy is based on letters not touching in the 1" 1.5" margin between characters 1.. 60" Elevation Street Diagram Overhead Location: 475' Road: WS-VEH17 f State e Road 434 a Cross Street: el 8 m Creek Run Way A Lat: 28°41'24.51"N bate Road 434 co A Long: 81°14'48.68"W FDOT ROW: Yes a> section 77070-2517 _ TER S P R IV � .„,,,,.,,,R SPRINGS 11.5 ' �°- v WS-VEH18 8" 0.5"- Details: 0.5" Sign Type:VehOld f University of Size:72"x36" 13" I Posts:2 Sub: .125 Aluminum Mount:Collar Bracket 8" • n t r l Florida Anchor:SA Ce a 13" 6"" Cross Seminole f 1 " i 5.5" i-, Trailhead Notes: Font: Clearview Hwy } all font sizes are 6"high based on • total height of asender of and font. 7 6 t t Point P r k 5.5" the e a a _L Two levels of copy is based on 1 letters not touching in the 1" j 1.5" margin between characters 72 Elevation Street Diagram Overhead Location: Road: State Road 434 cn Iv Cross Street: State Road 434 Y 8 m Jetta Point Park co xi a J. Lat: 28°41'23.78"N a A Long: 81°13'54.05"W :° FDOT ROW: Yes WS18�1 Sheet 77070-2517 19 250' TER SPRi R SPRINl V 11.5" S WS-VEH19 8 Details: 0.5 + 1.5" Sign Type:VehOlb I Central Winds Post:l x36" 15.5" Size: l 8" Sub: .125 Aluminum 1 Mount:Collar Bracket Park 6 Anchor:SA 1 G reenwa } , Notes: 5.5' Font: Clearview Hwy 1 all font sizes are 6"high based on 17.5" �� total height of asender and 6 Interchange desender characters of the font. 1_ Two levels of copy is based on letters not touching in the 1" 1.5" margin between characters F 60 H Elevation Street Diagram Overhead Location: 350' WS~VEH19 Road: dJ ■ J State Road 434 Cross Street: — a' State Road 434 8 Spring Ave II_° J' Q Lat: 28°41'25.03"N (I) A Long: 81°14'10.56"W FDOT ROW: Yes Section:77070-2517 20 Sheet 9 of 10 ,1,,-,TER SPRINGS A 1TER SPRIT WS-GW01 1'.4" G L 6" WELCOME A t T r 10" 1'.2" Town Center 6" X Font:Clearview Hwy f • + all font sizes are 6"high based on 7 . 4 10" .1,.2 village Walk 6" total height.Some asender and desender characters may exceed 6"in total height. 3'.10" 10" 2 Police Station 6" Notes:Sign to be 6' located in Median X on State Rd 434 between Talmo St I I I 1 ' I I I and Sunshadow, and J_ will require permission 4 6, 8„ from FDOT. 8" < 7'.8" > Location Photo iagram Overhead Location: State Road 434 nTo centerlialen7Zi Cross Street: 535'tne Sunshadow • Sign to be located in the median • between Talmo St.and Sunshadow Dr • 7 ' a G To Sunshadow Dr L 1 498'to centerline R SPRING9" jJRSPRINo s WS-V EHO9 5" 0.5"= ! : 1.5" Details: If _l____ Sign Type:VehOla la 11 " 8" 6" 1 a r Size:52"X36" Posts:1 Sub: .125 Aluminum Mount:Collar Bracket Anchor:SA T FDOT ROW: NO 11 " 8„ anc an Park 6„ i_ Notes: Font:Clearview Hwy 11 " 6 O S S Pa r 6" all font sizes are 6"high based on i i_ M total height of asender and desender characters of the font 1 1.5" k 52 " Elevation Street Diagram Overhead Location Road: Cl) S.S. Moss Rd S. Moss Rd 0 10' 3 Cross Street: § Dolpm hin Rd sa° a Lat: 28°41'19.89"N Long: 81°18 '14.86"W WS-VEHO9 150 2 22 TER S P R I �,NTER SPRINGS 9„ \ \-� NCrs WS-VEH10 5„ 0.5' i 1.5" Details: Sign Type:VehOlc Ranchland Park 3" 16.5" + Size:40"x36" f Posts:1 5.5" Sub: .125 Aluminum 4‹:::23:::1 , 1- Mount:Collar Bracket 6" Anchor:SA imi..111 FDOT ROW: No _t_ Fruitwood Park i 1 Font:Clearview HWy Notes: II * L.5" all font sizes are 3"high based on 16.5" 6„ • total height of asender and 1 desender characters of the font 1 1.5" F. 40' Elevation iir Street Diagram Overhead Location: ,T U Road: .9 y S. Moss Rd 10' 3 Cross Street: 84„ m o Panama Rd. S.Moss Rd v a Lat: 28°41'4.75"N = Long: 81°18 '14.645"W a WS-VEH1O 280' 23 T - -v ER S P R I NCs .1.‘1,4-1-ER ER SPRINGS 9„ \ \- WS-VEH 12 0.5' + 115” Details: Sign Type:VehOla 6 Town 6 Size:51 x36" i_ Su Sub: .12 5 Aluminum IC 411) Mount:Collar Bracket Anchor:SA FDOT ROW:No 33" Notes: Font: Clearview Hwy all font sizes are 6"high based on total height of asender and desender characters of the font. I 1.5" Two levels of copy is based on letters not touching in the 1" 52 " ■ margin between characters Elevation r Street Diagram Overhead Location: WS-VEH1 A Rtat Cl) State Road 434 M v 162' ;v Cross Street: d- "o ■ 5' 84" Central Winds Dr. 1111 1)Central Winds Dr. i A Lat: 28°42'16.46"N A Long: 81°16'10.63"W N 24 T -v E R S P R I ��NTER SPRINGS 9" \ \-� NCrs WS-VEH 14 5" 0.5"= 1 : 1.5" Details: i TypeVeh <:::]::::1 Town Center Sign Type:VehOlf „ „ Size:52 x38 7___ 6" Pos ts:1 Sub: .125 o Aarmram Mount:Collar Brack Bracket 5" Anchor:SA 14" 1 " e mori a l Par a n o i s a r 6 I Notes:Font: Clearview Hwy all font sizes are 6"high based on total height of asender and 4< 1 14" 1 desender characters of the font Fri Amphitheater 6" Two levels of copy is based on 1 1.5" letters not touching in the 1" margin between characters -. 52 " ► Elevation Street Diagram Overhead Location: Road: _..... . State Road 434 w Cross Street: x ;v Tuskawilla 5' Lat: 28°41' 51.09"N to Road 434 = I A Long: 81°15'48.61"W gw A = FDOT ROW:Yes WS-VEH1 j 150' 335' 25 Section:77070-2516 yl WS-VEH14 4 Sheet 9 of 13 ,ENTER SPRINGS .‘ TER S PRI N Gs 11.5" -N1 I WS-VEH15 8" Details: 1 Sign Type:VehOlg 0.5'— I15 1 Post Office 3 Size:60"x37" 0.5" Subts125 Aluminum 13" 5 5 City Hall 3" Mount:Collar Bracket r 0.5" Font: Clearview Hwy 3C entral ltIinds P ark all font sizes are 6"high based on total height of asender and desender characters of the font. 3 Jetta Point Park levels f letters not touching in the 1" 11 " 1.5" 5.5" margin between characters 3" Greenway Interchange Notes: Mount to Existing 10° 3 Cross Seminole light post f 1.5" 5.5 _1 V Trailhead i_ j 1.5" � 60" ' Elevation Street Diagram Overhead Location: (J) Road: FS Tuskawilla Rd a y Tuskawilla v Cross Street: A 5' m 0 13 State Road 434 Q S o �' Q Lat: 28°41' 46.38"N A Long: 81°15'44.92"W 191' WS 150' FDOT ROW: No WS-VEH15 26 M -T ER S PRI �T ��NTER SPRINGS 9" 1�l\10" 5„ Gs' WS-VEH 15A 0.5" + 1.5" Details: 1 Winter S 3.. Sign Type:VehOlc 11 " 6' 12" Size:40"x36" High School 3" Sub: .125 Aluminum Mount: Anchor: Magnolia Park _� Faret: highiewHwy 3„ all font sizes are 3"high based on + total height of asender and 11 " 6 • 2 desender characters of the font. A m h t h e a t e r 3 Two levels of copy is based on p letters not touching in the 1" margin between characters V e t e r a n S 3 Notes: V 3" Mount to Existing 11 " 6 light post Memorial Park 3�2„ I 1.5" 40' Elevation Street Diagram Overhead Location: (f) Road: O Tuskawilla Tuskawilla Rd O Cross Street: 0 O State Road 434 M Lat: 28°41' 46.38"N Long: 81°15'44.92"W._ 0 191' WS-VEH15A 150' �o FDOT ROW: No WS-VEH15 27 � „✓RSPR,N,s çER S 'N v-\1 WS—VEHI6 A 11.5" Details: $„ Sign Type:VehOlg 0.5"= + Size"60"x37" 1.5" ' <=$ Keeth Elementary :l 6 f PoSou stst:Co Aluminum 5.5" MostsCollar Bracket Anchor:SA f Font: Clearview Hwy f ii i a n T r a i s 6 13" i_ total height of asender and 5.5" 1 " desender characters of the font. Two levels of copy is based on Middle S c o O 6 i letters not touching in the 1" margin between characters f • • Winter S Notes: 6" } Replace existing 1:::::›�1 ., 5!5„ School Sign 13" 6 High School 1 1.5„ 60" . Elevation Street Diagram Overhead Location: 270' 116' Road: WS-VEH16 JWS-VEH16A state Road 434 Cross Street: 4 Cl) Tuskawilla ;v 10' Lat: 28°41'46.84"N ALong: 81°15'42.53"W MIF Road 434 W A a i FDOT ROW: Yes F Section:77070-2516 28 8 505TER SPRINGS 9„ 1�TER SPRIN WS-VEH2O 0.5" 1.5" Details: Sign Type:VehOlc Town Center Size:40"x36" Posts:1 Central Winds Sou: . C o Aluminum Mount:Collar Bracket Anchor:SA 33" Park _f___ Magnolia Park 51i_ Amphitheater Notes:Font: Clearview Hwy ■ all font sizes are 3"high based on Veterans total height of asender and desender characters of the font. Memorial Park Two levels of copy is based on j 1.5" letters not touching in the 1" margin between characters ra• 40" Elevation Street Diagram Overhead Location: 120' ilk Road: WS-VEH29 J 1111 Winter Springs Rd 0 cn 5 Cross Street: Tuskawilla Lat: 28°40' 32.03"N m 84" i a f6 S A w A cis Winter Springs Blvd Long: 81°16'10.92"W 0 FDOT ROW: No 29 M ��NTER SPRINGS 9,' \_ TER SPR IN WS-VEH21 5„ �� 0.5" 1 1.5" Details: Sign Type:VehOlc 11 " 6" Town Center 3 Size:40"x 36" Posts:1 Sub: .125 Aluminum Mount:Collar Bracket Anchor:SA 11 " 3' Sam Smith Park => 5" r Notes:FOCIt: Clearview Hwy � B ear C reek all font sizes are 3"high based on 3 total height of asender and 11 " 2 5„ desender characters of the font. I 1" Nature Trail Two levels of copy is based on 1.5" letters not touching in the 1" margin between characters 40' Elevation Street Diagram Overhead Location: o Road: o u_ Tuskawilla s Cl) I ca Cross Street: 0 6 m Oak Forest Dr a Tuskawilla Rd A ° A Lat: 28°40'24.26"N Long: 81°16'16.52"i 45MPH�b 125' �I FDOT ROW: No 30 ° 470' WS—VEH21. TER SP . ��}3 TER SPRjNGs -.\1 v 1 Gs WS—VEH22 11.5" 8" Details: 0.5 ! Sign Type:VehOlb 1.5" Size:36"x60" Keeth Elementary 3" Posts:1 Sub: .125 Aluminum 16.5" } Mount:Collar Bracket Anchor:SA 8 n dian Ira i Is I 3„ Font: Clearview Hwy 1 all font sizes are 6"high based on 1 " total height of asender and Middle School y3 desender characters of the font. Two levels of copy is based on letters not touching in the 1" margin between characters J_ Trotwood Park Notes: / • f Replace Existing ..%-4 P ,/ 1 5 _ .,.,•.•.. Trotwood Park Sign 16.5„ 7" �'!:;�;�. _l 1 s vAggr 111111b •/ r1.5"" F. 60" Elevation reet Diagram Overhead Location: t Road: m Tuskawilla iro Cross Street: ° 6' m Trotwood Blvd 84" o a Tuskawilla Rd w Lat: 28°41' 1.86"N A Long: 81°16'57.92"W WS-VEH22 I— FDOT ROW: No 31 275' A 1TER SPRING WS-GWO2 2'.2 � S 1 1'.2" WELCOME A Parcel:27-20-30-504-010A-0000 T Town Center Property Address:3350CR419 :1,1'.8" 1 /_ _\ 0" Font:Clearview Hwy Owner:FAUSNIGHTTIMOTHY S , ul_ All font sizes are based on 10"to Mailing:5505 W 148TH PL 3' 8"high height.Some asender and OVERLAND PARK,KS 66223 4 desender characters may exceed Subdivision Name:OVIEDO FARMS / \ f total hei ht. Tax District:W1-WINTER SPRINGS 6' 8" 1 i8 IILJIrI village Walk 10" g Exemptions: DOR Use Code:49-OPEN STORAGE ,,T8„ Greenway 8' 0.4" - Ter 13--- r - Interchange 8 10'.0" > r r) I I I Notes r. .TA 2'.0" ,\ 0 ------ Location: k-''\ .., 1' < 10'.8" . "z...4.'"\,...t , 11 V' + 12'.0„ Legal Description ST RDR 19(4.48 AC)W O F W RW 4.r•L:1143'\ . w r1 � OVIEDO FARMS Fr—Location Photo T Stre Overhead PB 6 PG 86 •mow Road: __ State Road 419 -7- •,.- II 27 Cross Street: i.:"4.'- 4r __ '0 State Road 419 Lat:28nt i Let:28°42 '30.79"N ,ii' 1 CU Long:81°18'22.03"W t. r _.t r ■ v WS-GWO cu 255' 6 3 2 ,0_\,4TER SPRINGS A N.�TER SPRjj WS-GWO3 i 1'.2" 1'i°"I WELCOME A Property Details 1 .6 2'.° S R 417 g Font:Clearview Hwy l All font sizes are based on 9" Property Address: W 434 SR high height.Some asender and Ow ner: TAYLOR MORRISON OF FL INC lr6 Town Center g desender 2'.0"" L total height. Mailing: 151 SOUTHALL LN STE 200 ,� MAITLAND,FL 32751 13'.4' f Subdivision Name: BLACK HAMMOCK G re e n way g Tax District: W1-WINTER SPRINGS 6 $ 1'.6" 2'.8 L 0.4" m , ll _ 1' l Interchange g" .IF ig R z Notes: 95 Tz'.o° 10'.0" 0 1'.4" -- Lib y < 12'.0" > _)TL__W SR 434 i P. .A. P 1. { . r 11w W- ''_.tom Location Photo Overhead Location: = Road: ' • . r State Road 434 yo 28, Cross Street: _sue Calypso Way o- j Lat:28°41'25.57"N ® I Long:81°12'44.51"W i •.y� 33 A ,0\,4-1-ER SPRINGS T 1<TER SPRIN WS-GWO4 -,-r-2'.6" T 1 8 GS 1 Details: -,-r- ' .2" y 1'.0" � I WELCOME Size: A r t Font:Clearview Hwy v.6" 3'.6" All font sizes are based on 1' Town Center r high height.Some asender and 1'.0" desender characters may exceed 1 total height 15'.0" V 8, o„ Tuskawilla _i_ 1,.0" Country Club r 1'.0" 0.4" _+_ Notes:Sign to be 12, located in Median z on Winter Springs Blvd and Blue 2'.0" I I I Creek Dr. J_ V.4" A 12:8" . < 14'.0" > Location Photo Street Diagr Location Winter Spring Blvd —. A/�� Cross Street: ! Blue Creek Dr. ( `\ 5 CO ro Winter Springs Blvd n FO ro "tt 34 A ,0NTER SPRINGS T I T ER S P R/N WS-GwoS 2'.6" \ N GS . 1 1'.2" 1'1°" WELCOME r T + Font:Clearview Hwy 1'.6" 2'.0" City Hall 1 l 0 All font sizes are based on 1' high height.Some asender and X desender characters may exceed 15'.0" Town Center . total height. 8' 0 4 3 •0 Central Winds 1'i0" 1'.6" 0.4 Park 4. ,i, 1'.0" y Notes: 12' > I 1 1 2'.0" I I I J_ 1' 1'.4" 12.8" < 14.0" > Location Photo Street Diagra Location: — . p, Tuskawilla A1 Cross Street: /"� Oak Forest Dr. 1 45' (\ J o Lat: 28°40'20.98"N Tuskawilla o Long: 81°16'19.43"W +;+, P, 35 fl ■ VEHICULAR SIGN DETAIL �t��ER SPRINGS VEH01a ® 1. .125"Aluminum rectangualr sign panel.See individual sign site plans for width and height.Single pole sign 52"(w)x 36"(h).Sign 44 0 ® face to be covered with 3M high intensity prismatic Fruitwood Pad sheeting.Back of sign panel to be powder coated Tiger Drylac Stellix(Sarah Gold 49/90137). ■44 2' 1"aluminum sign stiffeners,powder coated black Ranchland Park WS (Tiger Drylac nd(VH 1).Fastened to sign panel with Very High Bond(VHB)tape.Stiffeners to be extended above sign panel to to attach decorative arch. 3. .125 aluminum decorative arch powder coated black to ® Moss Park ® match.Front of arch powdercoated black p with 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets.Attached to aluminum pole bracket. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. ® 9. DOT approved breakaway slip anchor(SA). ®-® • Front View Rear View Rear View 2 �a—' 36 • - i VEHICULAR SIGN DETAIL VEH01 b INTER SPRING ® 1. .125"Aluminum rectangualr sign panel.See 011111M1111111 individual sign site plans for width and height.Single pole sign 60"(w)x 36"(h).Sign Keeth Elementary ® face to be covered with 3M high intensity prismatic sheeting.Back of sign panel to be powder coated Indian Trails Tiger Drylac Stellix(Sarah Gold 49/90137). f Middle School rj�T 2' 1"aluminum in stiffeners,powder coated black (Tiger Drylac RAL9011).Fastened to sign panel with Very High Bond(VHB)tape.Stiffeners to be extended ® Trotwood Park above sign panel to to attach decorative arch. i 3. .125 aluminum decorative arch powder coated black to ® ® match.Front of arch powdercoated black olaato,l / 11� with 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. ® 9. DOT approved breakaway slip anchor(SA). ®-® Front View Rear View Rear View 2 • Im 1"=22.75" VEHICULAR SIGN DETAIL VEHO1c TER SPRIN .125"Aluminum rectangualrsignpanelSee d S ® individual sign site plans for width and height.Single pole sign 40"(w)x 36"(h).Sign -� .`A ® face to be covered with 3M high intensity prismatic sheeting.Back of sign panel to be powder coated Town Center Tiger Drylac Stellix(Sarah Gold 49/90137). 1"aluminum sign stiffeners,powder coated black ® Sam Smith Park, (Tiger Drylac RAL9011).Fastened to sign panel with Very High Bond(VHB)tape.Stiffeners to be extended above sign panel to to attach decorative arch. Bear Creek 3. .125 aluminum decorative arch powder coated black to Nature Trail I match.Front of arch powdercoated black p with 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets.Attached to aluminum pole bracket. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. ® 9. DOT approved breakaway slip anchor(SA). in®-® Front View Rear View Rear View 2 • �Im 38 1"=22.75.. VEHICULAR SIGN DETAIL j� G TER SPRIN S VEH01d Front View 1. .125"Aluminum rectangualr sign panel.See individual sign site plans for width and height.Single pole sign 72"(w)x 36"(h).Sign face to be covered with 3M high intensity prismatic 4 University of f sheeting.Back of sign panel to be powder coated Tiger Drylac Stellix(Sarah Gold 49/90137). CentralFlorida 2' 1"aluminum in stiffeners,powder coated black Cross Seminole g Drylac 1).Fast ® V(Tiery er High Bond RA L901(VHB)tape.Stiff ened eners to sign to bpanel e extendwith ed T ra i l h e a d above sign panel to to attach decorative arch. 3. .125 aluminum decorative arch powder coated black to Jetta Point Park 4 match.Front of arch powdercoated black for copy. 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets.Attached to aluminum pole bracket. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. 9. DOT approved breakaway slip anchor(SA). El Front View .... 39 1"=22.75" VEHICULAR SIGN DETAIL VEHO1d—back ® 1. .125"Aluminum rectangualr sign panel.See ® individual sign site plans for width and height.Single pole sign 72"(w)x 36"(h).Sign face to be covered with 3M high intensity prismatic A, ® ® sheeting.Back of sign panel to be powder coated 111- Tiger Drylac Stellix(Sarah Gold 49/90137). ® 2' 1"aluminum sign stiffeners,powder coated black ® ® WS Ve(Tiger High Drylac Bond(VHB)tape.Stiffenersign o b extended above sign panel to to attach decorative arch. 3. .125 aluminum decorative arch powder coated black to match.Front of arch powdercoated black with 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. ® ® 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets.Attached to aluminum pole bracket. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. 9. DOT approved breakaway slip anchor(SA). El El iii El Front View � Front View _..,. _ _ :....t.,. 40 1"=22.75" VEHICULAR SIGN DETAIL j� ER SPRIN S VEHO1e Front View G1. .125"Aluminum rectangualr sign panel.See individual sign site plans for width and height.Single pole sign 76"(w)x 36"(h).Sign face to be covered with 3M high intensity prismatic 4 University of f sheeting.Back of sign panel to be powder coated Tiger Drylac Stellix(Sarah Gold 49/90137). CentralFlorida 2' 1"aluminum in stiffeners,powder coated black Cross Seminole g Drylac 1).Fast ® V(Tiery er High Bond RA L901(VHB)tape.Stiff ened eners to sign to bpanel e extendwith ed T ra i l h e a d above sign panel to to attach decorative arch. 3. .125 aluminum decorative arch powder coated black to Jetta Point Park 4 match.Front of arch powdercoated black for copy. 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets.Attached to aluminum pole bracket. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. 9. DOT approved breakaway slip anchor(SA). El Front View _ 41 1"=22.75" VEHICULAR SIGN DETAIL VEHO1e- back ® 1. .125"Aluminum rectangualr sign panel.See ® individual sign site plans for width and height.Single pole sign 72"(w)x 36"(h).Sign face to be covered with 3M high intensity prismatic 111— G ® ® sheeting.Back of sign panel to be powder coated Tiger Drylac Stellix(Sarah Gold 49/90137). ® 2' 1"aluminum sign stiffeners,powder coated black ® ® WS Ve(Tiger High Drylac Bond(VHB)tape.Stiffenersign o b extended I above sign panel to to attach decorative arch. 3. .125 aluminum decorative arch powder coated black to match.Front of arch powdercoated black with 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. ® ® 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets.Attached to aluminum pole bracket. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. 9. DOT approved breakaway slip anchor(SA).1 1111 1 11 10 1111 III• III 11 1111 III 1111 III_ 1 l 11 111111 111 11 1 1 11 �� H _ Front View Front View =22.75" 42 ■ VEHICULAR SIGN DETAIL �t��ER SPRINGS VEH01f ® 1. .125"Aluminum rectangualr sign panel.See individual sign site plans for width and height.Single pole sign 52"(w)x 38"(h).Sign 44 0 ® face to be covered with 3M high intensity prismatic Fruitwood Pad Tiger lDylac Stellix(Sarah Gold 49/90137).d .coated 44 2' 1"aluminum sign stiffeners,powder coated black ■Ranchland Park WS (Tiger Drylac nd(VH 1).Fastened to sign panel with Very High Bond(VHB)tape.Stiffeners to be extended above sign panel to to attach decorative arch. 3. .125 aluminum decorative arch powder coated black to ® M oss Park 4 ® match.Front of arch powdercoated black p with 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets.Attached to aluminum pole bracket. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. ® 9. DOT approved breakaway slip anchor(SA). _1111.1r_ Ill ®-® Front View Rear View Rear View 2 43 - i VEHICULAR SIGN DETAIL VEH01 g TER SPRINGS ® 1. .125"Aluminum rectangualr sign panel.See individual sign site plans for width and height.Single pole sign 60"(w)x 37"(h).Sign Keeth Elementary ® face to g.covered with p panel ho b powder prismatic sheeting.Back of sign panel to be powder coated Indian Trails Tiger Drylac Stellix(Sarah Gold 49/90137). f Middle School rj�T 2' 1"aluminum in stiffeners,powder coated black (Tiger Drylac RAL9011).Fastened to sign panel with Very High Bond(VHB)tape.Stiffeners to be extended ® Trotwood Park above sign panel to to attach decorative arch. i 3. .125 aluminum decorative arch powder coated black to ® ® match.Front of arch powdercoated black olaato,l / 11� with 3M high sheeting for copy. 4. Font set to ClearviewHwy 2-w 5. Aluminum pole bracket.See figure 5.a for bracket detail. 6. .0625 aluminum sheeting,powder coated black.Used as a decorative cover for pole brackets. 7. 2 7/8"OD,10BWG galvanized steel posts,powder coated black(Tiger Drylac 9011). 8. 24"(h)x 9"(w)decorative base cover. ® 9. DOT approved breakaway slip anchor(SA). • ®-® Front View Rear View Rear View 2 • Im 44 1".22.75" Sign Type:Veh01 a Size:52"x36" WSNVEHO7 WS^'VEHO8 ___TER SPRINGS �1�TER SPRINGS Police Dept ♦ + Town Center Torcaso Park ♦ 4 Police Dept ♦ 571 4 Torcaso Park WSNVEHO5 WSNVEHI2 WSNVEHO9 �l��ER SPRINGS �l�TER SPRINGS �1�TER SPRINGS 4- Town Center 4 Fruitwood Park et US 17 92 a: ; oo : f Ranchland Park Police Dept ♦ Moss Park 45 Sign Type:Veh01 b Size:60"x36" WS-VEH19 WS-VEH22 WS-VEH11 WS-VEH16 �1��TER SPRING �1k�TER SPRING Ni4k NER SPRiNcis �1k�TER SPRING Elementary Keeth f City Hall Indian Trails 1► Cross Seminole ♦ Post Office Central Winds Park Middle School Trailhead Central Winds Park Greenway ♦ Trotwood Park ♦ Post Office Veterans . Interchange 0 t ® + Central Winds Park Memorial Park WS-VEHO1 WS-VEH 17 WS-VEHO2 Ni4kTER SPRINcis , k ER SPRINcis , k ER SPRINcis 4 Town Center + City Hall + Solider Creek Park Police Dept + Town Center 4 Police Dept Torcaso Park . * Central Winds Park ♦ Torcaso Park Sign Type:Veh01c Size:40' X36 WS^VEH 13 WS^'VEH 10 WS^'VEH20 �1iTER SPRINGS �1,TER SPRINGS �l,TER SPRINGS Ranchland Park Town Center + Post Office • : ;. Central Winds Fruitwood Park Magnolia Park 4 Central Amphitheater Winds Park pJ Veterans Memorial Park WS^VEH21 WS^-VEH15A WS^VEH04 „ 1iTER SPRINGS „ 1�TER SPRINGS �1iTER SPRINGS 4 Town Center Winter 9 Springs I Hi h School Town Center Sam Smith Parkes Magnolia Park 1- Amphitheater • Laye r Bear Creek . Veterans Nature Trail 1- Memorial Park Elementary 47 Sign Type:Veh01d SizeJ2 x36" WS-VEHO6 WS-VEH 18 � TER SPRJN I TE ' b PRING GS S 4 Town Center University of Central Florida + Winding Hollows Park Cross Seminole y + University of Trailhead + Central Florida Jetta Point Park 4 48 Sign Type:VehOle Sign Size:76"x36" WS-VEH03 � ITER SPRINGS Itil Town • -i nte ♦ City Hall ♦ Greenway Interchange Sign Type:Veh01 f Size:52"x38" WSNVEH 14 �t��ER SPRINGS + Town Center Veterans Memorial Park Magnolia Park Amphitheater 50 Sign Type:Veh0lg Size:60"x37" WS-VEH15 WS-VEH16A ,A k0 ER SPRjNGs Ni4k0ER SPRINcis Post Office Keeth Elementary • City Hall Central Winds Park ♦ Indian Trails Jetta Point Park Middle School Greenway Interchange Cross Seminole Winter Springs Trailhead 4 High School WS-VEH 14A �k�TER SPRING • Winter Springs High School Keeth Elementary Indian Trails Middle School co F- z Cw G , -0 bO ct 0 ct —, O O liui 0 E (HI ct cn cn N r to th 6. z �. M • �". �". 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COMMISSIONER District 5: Joanne M.Krebs CONSTRUCTION DOCUMENTS ISSUED FOR AECOM BID Design+Planning 150 N.Orange Ave,Sut19200 January 14, 2015 Orlando,FL 32801 Phone:(407)343-8552 SHEET INDEX Fax:(407)839-1789 PREPARED FOR Contact:TomMcMackon GENERAL DRAWINGS I-IARDSCAPE DRAWINGS CITY OF WINTER SPRINGS Cm/ER COVER SHEET SN-01 STANDARD NOTES&DRAWING SYMBOLS Brindley Pieters&Associates,Inc. 1-1.5-131 HARD3CAPEPW9 CMI Engineer and StruxIural Engineer DEPARTMENT OF PUBLIC WORKS TOPOGRAPHIC SURVEY D PLAN 2600 Maitland Center Parkway Sulfa 180 1126 East State Road 434 1 of 4 TOPOGRAPHIC SURVEY HSO4 HARDSCAPE PLAN Meitlentl,FL 32751 2 d 4 TOPOGRAPHIC SURVEY HS-05 HARDSCAPE PLAN ENLARGEMENTS Winter Springs Fl 32708 Phone:(907)830-87C0 ame TOPOGRAPHIC SURVEY HMDSCaPE DETAILS Fax:(407)2568505 HS-9T HARDSCAPE DETAILS Contact:Randy Augat Contact:Brian Fields,P.E.,CFM aaa TOPOGRAPHIC SURVEY HB-08 HOROSCOPE DETAILS CIVIL DRAWINGS HSm FINISH SCHEDULE Southeastern Surveying and Mapping Company _ - co, DEMOLITION PLAN LANDSCAPE DRAWINGS Survey and Utility Designation t G02 DEMOLRION PLAN 8500 All American Boulevard '':'-, ..-1- -t , C-03 DEMOLITION PLAN LS-01 LANDSCAPE PLAN Orlando,FL 32810 - C-04 DEMOLITION PLAN 15112 LANDSCAPE PLAN Plane:NW)292-8580 C05 GENERAL NOTES 1503 LANDSCAPE PLAN F.(907)202-0141 C-06 PAVING PLAN LS-04 LANDSCAPE PLAN Cont.:Gay Krickd 0-07 PAVING PLAN 1506 LANDSCAPE DETAILS AND PLANT UST C-013 PAVING Clear Engineering,Inc. s A Ero Ry C-09 PAVING PUN ELECTICAL DRAWINGS E.t.a]Engineer _ wy,i�_' C-10 GRADING&DRAINAGE PLAN E1.1 ELECTRICAL PLAN C-11 GRADING&DRAINAGE PLAN E1.2 ELECTRICAL PLAN 13651 Crystal River DrtV2 $, }} C-12 GRADING&DRAINAGE PLAN E1.3 ELECTRICAL PLAN Phone 1407)FL)277-3431 $' l.T',r %, � Ire-, kr .I C-13 GRADING&DRAINAGE PLAN E1.4 ELECTRICAL PLAN -" C-14 SIGNING&PAVEMENT MARKING PLAN E2.1 ELECTRICAL NOTES AND DETAILS Fax:(407)277-9343 '1 `w , t C-15 SIGNING&PAVEMENT MARKING PLAN ConlOCt.Darius Adams i »V C-16 SIGNING&PAVEMENT MARKING PLAN IRRIGATION DRAWINGS d C-17 SIGNING&PAVEMENT MARKING PLAN .:Y„ IR-5 IRRIGATION PLAN Prevost Stamper Irrigation Ord ? C-18 MISCELLANEOUS DETAILS •,;�.. IR-02 IRRIGATION PLAN Imga3on Design ''''''T'i '- , C-19 TRAFFIC CONI OLICONSC IR-03 IRRIGATION PLAN 4 "' `�. C-20 TRAFFIC CONTROI/CONSIRUCTION 5EQ. P.O.Box 470731 >♦ IR-04 IRRIGATION PLAN 1 C-21 TRAFFIC CONTROLJCONSTRUCTION SEQ. Celebration,FL 34747-0431 '` �,' C-22 TRAFFIC CONTROL/CONSTRUCTION SEQ. IR-o5 LEGEND NOTES AND DETAILS Phone:(407)599.9009 -. Fax(907)508-9984 ','F '4 14 ,,i ♦ SIGNALIZATION DRAWINGS Contact:MICha01 Prevost A R5 l T-1 TABULATION NOOF TES QUANTITIES 001AF INOSMOAK'sANDSPa;ACnmae. _.. "%"`- T-2 GENERAL NOTE T-3 SIGNALIZATION PLAN 1 000.roremo4lII.wo,wbn.MI5 0ry,BwldadeEA1..lu9umorew,o...5P0rm Nom.20sswm*SPmr a. Td MAST AND ARM TABULATION SHEET Id R.d utl BNp CunmwM,es mwvbd 11 Coned...As Fix o.Oe.EtAIrdAonto tesDI D..A.'EAa ma*IAA web A. VICINITY MAP SE,AnxdxddefloAkkEA r✓ Fawns era,O.we,d&enw.soad�de Ink d 18.1.1 a*,n: Not to Scale Norm J i c ❑. . ❑ --_ ` S +s__ �n �. ru r �r_1 III . - rcc, " �� --- �.,. _ ^.„ 2 0 ,,.E",^. ___-2,,, _ r �' VIEW LAYOUT T z : — � ry . w.an,vrc: .,,.m, r qua ri v ,.o.,..;., , ,.,,,,r ,., , E.... r E -"sue ❑ 5']650(1 ,I LEI "c n ,.<a<,. , X 11I,AlASI� ,. • E Z o ..rz«,,, 1 oY 4 poi r '.,-',-,-i:!.:? :1,----.:- ,,,,, , ,,„; „„ y,- ,. „____, 1,,,,,,..:,_ ,,1,,,,,:,,,.. , , o h3v, k 3•�:2 - z =i h a `Y"°_;, it x F 7, h f C" F y r _ jr-- .hi ih i oP.�wo, xsea i r s.- 1 F ,. i m . �n ,s 3o so i'1611 a Ai 0z 4 gy� E Ea p yp' na o �`s_m o 9_ o¢^°sg II II II N.,N,ER 9PR4 69 cNAGES 96E sB^RERUr wEwu. . I a+w N li go o 67352 BUILDING F R FINISH o# 63 1FINISH o . s: so oxws ss FINISH o N #„B0 BUILDING #„96 , 6EPARKING or .a. �I x 1N„9z\ ._ E x s (s16o 2;7 mss. %.r xEN, ,.BEM. �.s; —— — .,�_ .,., '. °T1 :s; �' — M.rM x —— .,,E ss ,. w .s, L >4 CONCRETE X• - .sue° .5; mxcasrs.,.. ,,. ..� gN ao.,: .5, .. X x 09 //`7 ` ,:o a 11 EwE or w•;r„w. ,. ,a .:„ ... SITE RE 6 E' — — _..III.. x .o X.. y.. "BM rttas 53X ...x n ll DEN az X.E,s x Ilm EL./P.2.55 9 12.., .,„X.. r`° o.°nvsMexs .. .5.., .. Ulm s—..,. eS so IL < .x� x..,o .aE. .w� I x ,� 7E0.OF PAVEMENT v a m IN Eld / /��.,/$�® "`� STATE ROAD 434 Ir. -< VI g till Pe BRAVING NUMBER A'OA 572550 01 9NEEf,---i-oR SO N no)o-zs,s) — — NUMBER -- -- -- -- — a 00 OAROAR'IAN LINE (PM B�cHr of w..E,.P sECrION»c7c-zs,c) 3 OF' 4 \' 2 '•,,t ''' -2 —, 2 2 ,.9 16, , It- '.-2. ==.•.:2='.;- "X'•:," ':',1:: L2' ' 0 ■ ' )I ■ ,,' ,;-5!:,,,,, 2,0/ '-'1 ',2. "5 '.. -‘c ‘5,',:, '.'''',', ,'-'; ''6'..2,. ,,. ' `',7, 6''''--..-'l'r■ ';',. .-,'.'!.:2 "2'6„;6,1 -"6 sP-,, .,;:..1,:6,6f / , '—` . -6 ‘i.i,x„,,4-,,,,..,-- ' ,v v --' .i -1. 2 'j'-'2i, - ==--, __=`- 2, , ,---._ --,- _,--' , - ------ --''' -- -'1'--12 ,-1".''';''''-----, '-' -",„ ■, ,;,,,,,,,,F1,,, - -6 , ,2. ",'--- "6°,',-",==-'666•2=r 6'22- ,,,_.- - 6>,,-- - 6,i",2' r - -,-, .:, -- --- __-- „ 'i•-'i'.7.-]-;,:, „„„ II , II -., -.- --- y 7;- ri.'... , t 6:,,','r f-,,-•;.4,7., 4 74 2i -„,FeAniu, DRAVII,G YLIIIBER 57255,01 4 OF 4 ,2c;p61'1 ",',-;2'. .;-T a',1.■,?:,1,,■,-2,1, 7 - 6 5 " 4 " 3 " 2 " 1 mcom FOR CONTINUATION SEE SHEET C-02 _ RE 0 E EXIST.CURB W'P - M V D BR CK PAVERS HN -5D4-____-- --- 95 596 597 598 599 F PROJECT °" ,I -I' nter Springs SR 434 S 39 44 16 E &Tuskawllla RD R PAVERS �, . '• SR 434 Intersection Improvements BRICK �` ��———_'!' 4 ROWM END CONSTRUCTION S R 434 OF SURVEY C's 4"RLWM �_+.n— CJ d———— ■ ((-O R_JEMAIN) END 597+50 00 ( .. S (TD REMAIN... REMOVE E.ST. -.. a OF.CONSTRUCTION -L ENT CURB AND GUTTER CO REMOVE — ? y Springs (TUSKAwILLA RD) `/7}. It of Winter S n �' + REMOVE EXIST J 0 10 20 40 CURB AND GUTTER REMOVE EXIST.:� �m tt R. ❑ ,,,w ASPHALT PAVEMENT �<r ,, GRAPHIC SCALE IN FEET . .4 REMOVE E%IST.CURB REMOVE EXIST. � •ND CONC.PAVEMENT ASPHALT PAVEMENT ST L INLET s SOW(Gas) — — ` LMTS of DEMOLITION PROTECTION� TOST SYSTEM MA N) LLlv�lrvL TO REMAIN REMOVE EXIST.CURB J E AND SIDEWALK CIVIL I \ ❑ ;/ / - _. rata L i a ar... vi. RE _J REMOVE E%ST. F � 3. ( INLET TOP N TOEREMAN NING WALL'-- - LIMITS �tA DEMOL KN `/� 1 ` "v INSTALL INLET PROTECTION RE OVE E ST.CONC `R/W \ SYSTEM CURB AND SOD DEMOLITION NOTES. REMOVE EXIST CURB 1. DEMOLITION LIMITS SHOWN ARE APPROXIMATE. FOR EXACT LIMITS OF AND S DEWALN DEMOLITION FDR SAWDUTTING SIDEWALK. SIDEWALK REMOVAL SEE PAVING. LIMITS OF {\�\p{[ GRADING AND DRAINAGE PLAN SHEETS. ♦"*\ D DEMOLTIONS SHALLLBBE REMOVED.OTHERWISE,EXSTNG ASPHALT PAVERS WITHIN SHALIL BE REMOVE ED i `` S `\ 9-r (SEE NOTE 3 FOR CLEANING AND PALLETZNG). COST OF ASPHALT AND AND \ , BRICK REMOVAL TO BE INCLUDED N CLEARING AND GRUBBING PAY TEM. \ � TALL INLET "•OTECTION a 3 BRICK PAVERS SHALL BE CLEANED PALLETIZED AND STOCKPILED AT A �' SYSTEM ~ SITE DESIGNATED BY THE CI,OF WINTER SPRINGS 2"PE(GAS) `•� 4. UNLESS NOTED OTHERWISE,ALL STREET NAME SIGNS,REGULATORY SIGNS, TO REMAIN t AND GLIDE SIGNS WITHIN THE LIMITS OF DEMOLITION SHALL BE REMOVED AND ? REGSm<TBN REPLACED WITH NEW SIGNS AT LOCATIONS DESIGNATED ON THE PLANS (SEE `! \ SIGNING AND PAVEMENT MARKING PLANS) INSTALL TEMPORARY REGULATORY SIGNS AS NEEDED TO MAINTAIN TRAFFIC(SEE MANTENANCE OF TRAFFIC PLANS) \ ♦� 5. ALL OVERHANGS,OVERHEAD SIGNS CANOPES AND BALCONIES,SHALL BE SUPPORTED AND PROTECTED FROM DAMAGE 6. UNLESS OTHERWSE NOTED REMOVE ALL EXISTING CONC.SIDEWALKS AND ALL EXISTING DRIVEWAYS WITHIN THE PROJECT DEMOLITION LIMITS �E \ \ ❑ 7 CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TD ENSURE \ \U THERE S ND STRUCTURAL IMPACT TO EXISTING STRUCTURES AND \ APPURTENANCES WHEN REMOVING THE EXISTING PAVEMENT OR CONCRETE \ ISSUED FOR SIDEWALKS. L.1\ R/W 93 14,415 B. UNLESS OTHERWISE NOTED REMOVE ALL EXISTING TREES AND \ LANDSCAPING WITHIN THE PROJECT DEMOLITION LIMITS. 9 UNLESS OTHERWISE NOTED ALL EXISTING DRAINAGE PIPE AND DRAINAGE STRUCTURES ARE TO REMAIN \ END CONSTRUCTION TUSKAWILLA RD. 10. ALL EXISTING WATER METERS WITHIN DEMOLITION LIMITS ARE TO BE \ ADJUSTED TO FINISH GRADE. , STA. 37+DD.OD DURING CONSTRUCTON OPERATIONS,ALL EXISTING FIRE HYDRANTS ARE TO \ \` \ \�\ REMAIN N SERVICE AT ALL TIMES UNTIL THEY ARE ADJUSTED OR RELOCATED .\ 2 AS CALLED FOR THE PLANS UNLESS OTHERWISE NOTED ALL EXISTING FIRE .9\ HYDRANTS WITHIN PROJECT LIMITS ARE TO BE SALVAGED OR RE USED ON SITE CONTRACTOR TD RINGS. LE HYDRANTS AT A LOCATION DESIGNATED RE THE ANT O WINTER SPRINGS.SEE UTILITY ADJUSTMENT SHEETS FOR NEW FIRE HYDRANT LOCATIONS B 12 THE CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS WITH THE \ UTILITY OWNERS/AGENCIES \ \' 8090®_ 13. ALL EXSTNG UTLITIES ARE TO REMAN IN PLACE AND IN SERVICE EXCEPT \ arroJECTrvumaER RA WHERE ENT SHEETS NOTED OR IS E ON THE DEMOLDON DR UTLTY \ \ cRAWN EV v"PDER eL ADJUSTMENT SHEETS.TRUCTIOTDR IS RESPONSIBLE FOR PROTECTING E%ISTING ORPWN ar JL UTILITIES DURING CONSTRUCTION •EXSTNG SDEWALK ALONG SR 434 S TO REMAN OPEN UNTL THE NEW T; SIDEWALK CAN BE OPENED TO FOOT TRAFFC. NEW SIDEWALK CONSTRUCT GN \ ORAwuO SCALE AND NORTH ARROW SHALL BE RESTRICTED TO 1 QUADRANT AT A TIME- LEGEND: ' \ M.2 6.9.R TTLE r n APPRO%MATE LMITS �,1 LI EF0DOH i A L— DF DEMOLT DN NTT L A r) IITI TY A.f.1I.STIe1T\ 5 FI A\ s DENOTES UTILITIES �Er NBMRER TO BE ADJUSTED '—s_--4-- SEDIMENT BARRIER _y_ 6 5 4 3 2 1 niss. uuu.�+w�— . 7 - 6 , 5 4 3 2 1 o mcom \ N� BEGIN CONSTRUCTION TUSKAWILLA RD. \\\\ m \\ \ STA.30+DD.DD V F l \ v` \ rN 0 10 20 40 Winter Winter Springs SR 434 GRAPHIC SCALE IN FEET i Trs Intersection RD OF CONSTRUCT ON Intersection Improvements (TUSKAWILLA RD) CLIENT -"r- - City of Winter Springs LIMITS OF DEMOLITION EXIST PLANTER S SD WALL TO REMAIN ` B_.• \\214.\ F EXIST YARD DRAM \ ` � t.—"y :I. _. c OIL ENGINEER TO BE PROTECTED s�REMOVE EXIST BRICK PAVERS REMOVE Sr.E '�� AND EXIST CONC.SIDEWALK CONC.WALL �. REMOVE AS i \% CURB \ REMOVE EXIST BRICK PAVERS ;\) \, (TO BE STOCKPILED) INSTALL SEDIMENT BARRIER ■ REMOVE EXIST LIGHT —r./. z POE(POLES TO BE STOCKPLED) REMOVE E%IST BRICK PAVERS + ` D (TD BE STOCKPILED) 11 I \ O I µ` LIMITS DON REMOVE EXIST PARK BENCHES, I BIKE RACKS AND TRASH 1 V REMOVE EXIST CONC. REGEPIAGLE(TO BE STOCKP LED) � � \ SIDEWALK ELECTRICAL BOX PANELS IN ' (TO BE ADJUSTED)- RECism<nox B `It LMTS OF DEMOLITION REMOVE EXIST GONG. POMOVE(POLES TOHBE \` :.-` 1 SDEWANSTALL NLET STOCKPILED) ❑ \\ ` PROTECTION SYSTEM 1� REMOVE E%IST LIGHT POLES(POLES TD C I LIMITS OF DEMOLITION BE STOCKPILED) LEGEND: ISSUED FOR R/W r--1 APPROXIMATE LIMITS REMOVE EXIST CONC. i uiu is�.v i, I SIDEWALK `\ RELOCATED ERIO ICALI 1 OF DEMOLITION REMOVE EXIST LIGHT R/W TRANSFORMER BD% J POLES I OLES TO REMOVE E%ST• N. Q1 TREOVE EXIST R %STDTREE RDNOVESIDp 60X 5 RTION FRONTAGE RD.END N F C — — j BoDREMAVN)E• , ♦ \ SDEWALK END CONSTRUCTION S.R.434 1 \ INSTALL SEDIMENT BARRIER ,, STA. 597+50.D0 1 B WM ` 2I —REMOVE(TO REMAIN) ♦ / ` f ® `\ LIMITS OF SEMOLT ON B REMOVE E%ST ♦ ( REMOVE EXST NLET ND♦ y` U E ST CURB �`y IS LF OF EXIST T6"RFy ! \ ASPHALT PAVEMENT 22 , (SEE DRA NE PLANS) A W BASE AND CURB 2I REMOVE EXIST CONC. ma AND COLUMNS 3 m CURB SIDEWALK AND CURB Z INSTALL INLET (TD BE ADJUSTED w s�rrnnE s = (T ST CARD OBOXBDRVEY —--'— - _ rR REMOVE 596 REMOVE EXIST 597 LEI, L ,II,@ OF CONSTRUCTION /AND BRICK PAVERS CURB PROTECTION SYSTEM TO MATCH GRADE) EXIST W (FRONTAGE RD) ' /11, (TO BE ADJUSTED A U I 593 TO MATCH GRADE) ��2 —— — 95 CURB N 1585962 83 N L E Y r VVV E 572,56.41 �EDN f s�F NUMBER I_ I I `(SR 43a1I I I _� �L_ FOR CONTINUATION SEE SHEET C-01 7 - 6 - S 4 3 2 1 7 - 6 . 5 4 3 2 1 maw PROJECT 0 10 20 40 Winter Springs SR 434 GRAPHIC SCALE IN FEET &TUskawllla RD Intersection Improvements CLIENT City of Winter Springs corvsuaanrrs E CIVILENCRINEEK WATER VALVE ATER VALVE INSTALL SEDIMENT BARRIER TO A ADJUSTED (TO BE ADJUSTED TO MATCH GRADE) WATER VALVE REMOVE EXIST OGFR TO MATCH GRADE) ADJUSTED TO POLES(POLES TO TO MATCH GRADE) LIMITS OF DEMOLITION WATER VALVE BE STOCKPILED) REMOVE EXIST CONC. (TD BE ADJUSTED REMOVE MAST STOCKPILED)PILE SIDEWALK LIGHT REMOVE EXIST. POLES TO BE STOCKP LED REMOVE EXIST LIGHT POLE ' REMWE EXIST CONC. TO MATCH GRADE) CONC.WALL �( ) (POLES TO BE STOCKPILED) LIMITS OF DEMOLITION SIDEWALK /// REMOVE EI POLES TO BE STOCKP LED) TE) ( (TO TO ST ) TREES ' REMOVE EXIST REMOVE EXIST.TREES REMOVE EXIST w�^' TREE Q REMOVE EXIST / ❑ RE ROVE EXIST CON ND ( � ` V L J ■ _Q D �� { _.. _ l L P ToRZEnwnlujl� TO REMAIN) /l f REMOVE EXIST IA / TREE REMOVE EXIST REMOVE EXIST \ 70I �`y\ //� ASPHALT P EMENT,�. REMWE EX ST / ASPHALT PAVEMENT, ASP T P FMENT \ I EN �L�LLL 1/_� BASE AND L.Pu ASPHALT PAVEMENT tee. �l BASE AND CORP BASE AND Pp RRR L L REMOVE EXIST TREES I— 16 77 BASE AND CURB 18 R/w 19 20 ET 21 (� — /—INSTALL SEDIMENT BARRIER m —� 1)PROTECTION SYSTEM—"Ps.„) LLI 1 '✓ NBfA L INLET \ _ LLI — ET PROTECTION SYSTEM C1 s' A INLET s ECM BE RE RELOCATED 1. i BTO STA SFD MFM. RR FR B.e = FE4i5la<nox N BA INSTALL INLET C U ,Y�L= TO LOCATION s O N� 2 , X (z�TO LU w 00 —''-_�� x if � —� --.x�-� —'1\1( � x �'2,( L'— —.1( (— �+ w U.) T ` �E—EXIST CAS LINE EXIST.TELEPHONE BOX —REMOVE EXIST MSC BE PROTECTION SYSTEM TRAFFIC MONITOR SITE.RELOCATE 5 (TO BE RELOCATED) SIDEWALK E%IST.C'EE BO% TOWARDS WESTBOUND ROADWAY AS (TO BE RELOCATED) REMOVE EXIST CDNC. LIMITS OF DEMOLITION PROTECTED) REMOVE EXIST CDNC SHOWN.INSTALL U NEW LOCATION INSTALL INLET SIDEWALK SIDEWALK PER INDEX 12900,SHEETS 1-5. PROTECTION SYSTEM C N.I CONNECT TO EXIST.LOOP CONDUITS OF CONSTRUCTION W zI LIMBS OF DEMOLITION AS REQUIRED (FRONTAGE RD) I Z ISSUED FOR 587 588 589 590 591 592 . LI,° \ 2 \\ `@ OF SURVEY SR 434 B PROJECT NUMBER 809089, PROJECT MANAGER RA /,-12/0 !DRAWING SCALE ANONORm ARROW aL LEGEND: ME. ma C APPROXIMATE LIMITS reer TTLE OF DEMOLITION D31, LI II H E-U ._ 5A DENOTES UTILITIES sI.rr NUM9ER TO BE ADJUSTED SEDIMENT BARRIER _y_• 6 5 4 3 2 1 a,,.>_�.„��„�U.x:.�.T.,,x, 7 7 - 6 5 " 4 " 3 " 2 " 1 I I I maw F N o- I 0 10 zD 40 PROJECT Winter Springs SR 434 GRAPHIC SCALE IN FEET &TMskawllla RD Intersection Improvements CUBIT City of Winter Springs I I I I R/w corvsuaanrrs E CIVIL ENGINEER I BEGIN CON TRUCTION FRONT-GE RD. FIRE HYDRANT AND WATER STA. 11+00 00 VALVE(TO BE RELOCATED LIMITS OF DEMDLTION AS SHOWN) LIMITS OF DEMOLITION INSTALL SEDIMENT BARRIER 1 REMOVE EXIST LIGHT POLES REMWE E%IST LIGHT POLES 1 (POLES TO BE STOCKPILED) REMOVE EXIST GONG. WATER VALVES �\(POLES TO BE STDCKPILEDJ SIDEWALK REMOVE EXIST LIGHT POLE (TO BE ADJUSTED REMOVE EXIST LIGHT POLE REMOVE EXIST CONC. _ \,; (POLES TO BE STOCKPILED) TO MATCH GRADE) (POLES TO BE STOCKPILED) SIDEWALK I —x �} �- REMOVE EXIST. REMOVE EXIST. " REMOVE EX .1 TREE ELECTRICAL RISERS REMOVE EXIST TREES , I�T 'TY REMOVE EXIST LGHT POLE REMOVE EXIST. (TO BE RELOCATED) TREES REMOVE EXIST LIGHT POLES ■ (POLES TO BE TDCKPLED) TREE (POLES TO BE STOCKPLED) I 7 Q REMOVE EX ST I m CONC SIDE T ~ D — �..�J _ TREE REOVE EXIST. + r - -�1 ----L�e -- L�J WALK PHALT '"E'NT 8"WM. .. ...1 (TO REMAIN) - - f/ 845E AND CURB BASE AND%ST REMOVE EXIST—1 �RE O E E%IST \ / O REMOVE EXIST REMOVE E ASPHALT PAVEMENT ASPHALT PAVEMENT. TREE SP LT PCURB REMOVE E%IST. () CURB 1 wM BASE AND CURB M TREES 10 �I 1f, 12 BN — 1 3 14 15 I- ,W xCsm nox 1101/1111111111 ® (TO REMA N) — — I INSTALL INLET PROTECTION BN : / INSTALL INLET PROTECT ON SYSTEM 1 / 1 �' SYSTEM W -L'...`— i Y��JL 3 L ,��■ i L�■ ■'L L..� L—:■f— -Le �.'— 1' L i L. —x—_TII x �x— z- 'L 3.�7 — /I— U1 \ REMOVE EXIST SIDEWALKEXIST CONC (TD BECRELOCATTED) (FRONTAGE CONSTRUCTION RD) SIDEWALK LIMITS OF DEMOLITION LKE%IST CDNC PRONE AND DROP CONC. REMOVE GY CONC. 1 C INSTALL SEDIMENT SEDIMENT z BARRIER EHIST.TELEPHONE BOX BARRIER J issuEBruR. (TO BE ADJUSTED) I V uiu ILLLLI, ',81 582 583 584 585 586 1= I I I I I I I I I I I I I I I I I I I I I2 S 39°44'16"E 1 1 H OF SURVEY SR 434 N 1581231.64 BEGIN CONSTRUCTION 5.R.434 E 371101 61 STA.501+00.00 B /—R/W PROJECT TIMANAGER amo®aL DRAWING SCALE AND NORTH ARROW 0.69.nil LEGEND: MEE r--I 0P0020 MATE LIMITS Breen OTLE L J OF OE MDLITION DE AFL T DN. IF DSION CE.TED' 712 J IIT1 A DENOTES UTILITIES 4)JI 1 1111 N 1- 7 A N - TO BE ADJUSTED 5-.D NUMBER --1 —1— SEDIMENT BARRIER _y_• a � �� 5 4 3 2 1 �,. ,T„,�UE,:.T�,�, 7 6 7 - 6 5 4 3 2 1 maw GENERAL NOTRE AMP( DEVICES INSPECT THE INSTALL BEST MANAGEMENT PRACTICES 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN RAINFALL EVENT.ANY ADJUSTMENTS AND REPAIRS TO THE INSTALLED BUR DEVICES ACCORDING TD THE BEST INFORMATIDN AVAILABLE AT THE TIME OF PREPARATIDN OF THESE PLANS THE CONTRACTOR POSSIBLE AF7ER DISCOVERY.COSTS FOR ALL BMP DEVICES AND NTN€NO(TOMUB PERMIT rrrnm�nm SHALL FIELD LOCATE VERIFY,AND FURTHER IDENTIFY T RE TART OF BID.ORE CONTRACTOR CEO TER NOTICE F E MEP N CO GENERIC P SHALL UTILITIES,STRUCTURES,AND OTHER ES(IDENTIFIED ON RUC)TNAF BEFORE START OF ANY WORK AND FILE NOTICE OF TERMINATION(NOT)WHEN THE CONSTRUCTION 6 COMPLETED. WORK HEREIN PRIOR TO THE START OF ANY F 23.STORM INLETS SHALL OBE PROTECTED FRSOM PROJECT UNTIL R THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. MATERIAL OF ALL UTILITIES WITHIN THE CONSTRUCTION LIMITS.c IN T LATEST FORT STANDARD SPECIFICATIONS FOR ROAD AVE BRIOOD CONSTRUCTION ANO FOOT RESIGN STANDARDS. WITH H Winter Springs SR 434 SNDRESPOND OLE EXISTING COORDIINATING�THE UNREAL REDNAUF LABELED BY ADJUSTMENFSTHDIRECTLYE W.HASTHEN UNKNOWN.CCOMPANIES. &Tuskawilla RD RESOLUTION SHALL BE APPROVED BY THE CRY OF WINTER SPRINGS PRIOR TO THE START OF ANY CONSTRUCTION.DUE GOVERNING:SPECIFICATIONS. Intersection Improvements TO THE COMPLEXITY OF THE UNDERGROUND CONDIT..THE CONTRACTOR IS EXISTING UTILITIES IN THE AREA OF THE PROPOSED UNDERGROUND IMPROVEMEINTs 10 RIOR 70 SUBMITTING SHOP „UTaa-U„_20F_. DRAWINGS. 1 H THE CITY OF WINTER SPRINGS ENGINEERING STANDARDS (CURRENT EDITION)C THE FOOT LS TANDARD CONFORMANCE ORTIONSWFAR ROAD AND BRIDGE CONSTRUCTION(CURRENT EDITION)RN Cuan 2 CITIES UNCOVERED, MENDED.AND SUPPLEMENTED BY CONTRACT DOCUMENTS AND AS SUPPLEMENTED BY DETAILS AND NOTES ON LANS. 3 AND PROVIDING AN ACCEPTABLE RESOLUTION OF 7HE POTENTIAL CONFLICT PRIOR TO CONSTRUCTION. CLEARING AND GRURDwG NOTES: City of Winter Springs THE CONTRACTOR SHALL HECK PUNS FOR CONFLICTS AND DISCREPANCIES PRIOR i IL CONSTRUCTION.SPECIAL LATTENTION SHALL BE TAKEN WITH THOSE EXISTING UTILITIES(LABELED BY TYPE ORR LABELED AS 1. PRIOR TO BEGINNING ANY WORK,ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND OPERATIONAL. UNKNOWN). STRUCTURES OR FEATURES (IDENTIFIED ON THE PLANS OR NOT)THAT M T POTENTNLLT CONFLICT OR CROSS PROPOSED DESIGN COMPONENTS(I.E., ETC.)DF WINTER SPRINGS PRIOR TD THE START OF ANT CONSTRUCTION.SHALL BE BROUGHT TO THE ATTENTION OF THE CPS, DRAINAGE STRUCTURES, ITAI4VEOUS STRUglaL FENCING.WALLS,DNIVEWAYS.SIGNAL DEVICES¢APpuR7ENAN BENCHES,SIGNS,AND ALL OTHER MATERIAL NECESSARY TO BE REMOVED ORDER TO CONSTRUCT THE PROJECT. 0 NOT TAKE ADVANTAGE OF ANY APPARENT OMISSIONS ERY THE IN THE CONTRACT DOCUMENTS,BUT IM EDIATCH E 4 NOTIFY THE CITYDOF INTER BPRINGS OF SLIGH DISCOVERY THE CI1V OF WINTER SPRINGS WILL THEN MAKE SUCH EXCgvATOrv,GRADING.AND PAVING NOTES. CIVIL EN.INttK CORRECTION N INTERPRETATIONS AS NECESSARY TO REFLECT HE ACTUAL SPIRIT AND Iry OF THE 0 TRACT 1 AL(L E. RS)IS ALL UNSUTABE SUBSURFACE MATER MUCK PEAT CLAY ROCK CONCRETE AND OTHER BURIED DE BE EXCAVATED.UNSUITABLE SUBSURFACE MATERIAL IS TO BE REMOVED FROM THE SITE.EXCAVATED AREAS ARE TO BE 5 BACK FILLED WITH APPROVED MATERIALS AND COMPACTED. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS EXISTING UNDERGROUND UTILITIES AND SHALL PROVIDE AT LEAST 43 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR THAT ARE NECESSARY FOR REMOVING UNSUITABLE SUBSURFACE MATERIAL FROM THE SITE. TO EXCAVATION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS A.INST COLLAPSE AND 6 FACILITIES,ABOVE OR BELOW GRADE,THAT REQUIRED i BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USE AS KEEP MAY OCCUR AS A RESULT OF THE WORN PERFORMED UNDER THIS CONTRACT. TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.ALL DEWATERING SHALL MEET THE CM OF WINTER SPRINGS EROSION,SEDIMENTATION,AND POLLUTION REQUIREMENTS. , OWNER/AGENCY,UNDERGROUND UT MUST BE IN PLACE H CONSTRUCTED CONTRACTOR CONSTRUCTED AV UTILITY AND PASS ALL TESTING OR INSPECTION REQUIREMENTS PRIOR TO PAVEMENT BASE 3. SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT/FINISHED GRADE LOU 55 ETHERWISE NOTED ON DRAWINGS. CONSTRUCTION AND SURFACE IMPROVEMENTS CONSTRUCTION.COORDINATION ALL UTILITY RELOCATIONS AND INSTALLATIONS. THE CONTRACTOR R RESPONSIBLE FOR SCHEDULING AND CONTRACTOR SHALL SAW—CUT EXIST. PAVEMENT TO PROVIDE CLEAN JOINT. REMOVE EXISTING PAVEMENT FOR NEW INSTALLATION AND MATCH EXISTING PAVEMENT AT LOCATIONS NOTED ON THE DRAWINGS. B. R IS THE CONTRACTOR'S RESPONSIBILITY 70 BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE CITY OF WINTER SPRINGS.THE CONTRACTOR SHALL 3/, BITUMINOUS OBTAIN A NECESSARY PERMITS PRIOR TO CONSTRUCTION,AND SCHEDULE INSPECTIONS AND TESTING ACCORDING TO US OTHER RIGID MATERIALS.CONTRACTOR 70 E SEALER 2"EXPANSION JOINT AT BRICK AGENCY REQUIREMENTS. PAVER/CONCRETE CURB INTERFACE. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE APPLICABLE CODES.STANDARDS,REGULATIONS AND REQUIREMENTS OF 6. 10 PROTECT THE PROPERTIES IN THE PROJECT VICINITY,ROADWAY CONSTRUCTION COMPACTION SHALL BE LIMITED TO THE Cltt OF WINTER OF NTER SPRINGS SPRINGS LAND DEVELOP THE ENT CODE, EDITION OF SPRINGS ENGINEERING OF TRANSPORTATION STATIC ROLLING ONLY.NO DYNAMIC COMPACTION WILL BE ALLOWED. (FOOT)5 ND REVISIONS,AND REQUIRE THE REGU U7IDN5 OF THE OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER lHE WORK. REOURI SPRINGS(WITH A FROM THE CITY OF WINTER SPRINGS THEY CONTRACTOR SHALL IIDECTHE�00 OF WINTER FOR USE.TH WCIT A FW IN OF 10.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE CITY OF WINTER THE MATERIAL SAFETY DATA SHEET(MODS)FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE.THE EAT PE WINTER SPRINGS FOR APPROVAL PRIOR TO CONSTRUCTION FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION COULD RESULT SPRINGS SHALL ISSUE WRITTEN APPROVAL TO THE CONTRACTOR. BECAUSE STATE LAW DOES NOT TREAT PETROLEUM IN REMOVAL AND REPUCEMENT AT THE CONTRACTOR'S EXPENSE.THE CITY OF WINTER SPRINGS'S AND ENGINEER'S PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND INTENDED FOR EQUIPMENT USE As A HAZARDOUS MATERIAL,such REVIEW OF THE SHOP DRAWINGS IS FOFt CONFORMITY WITH THE CONTRACT DOCUMENTS AND DOES NOT INCLUDE PRODUCTS DO NOT NEED AN MSDS SUBMITTAL. IN—DEPTH CHECK FOR THE ABILITY OF THE CONTRACTOR TO PERFORM THE WORK IN A SAFE OR EFFICIENT IAANNER.THE DF WINTER SPRINGS'S AND ENGINEER'S REVIEW OF THE SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF S. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY DRESPONSIBILITY TAILS.6 ILITY FOR DIMENSIONAL ACCURACY 70 ENSURE FIELD FIT AND CONFORMITY OF THE VARIOUS COMPONENTS AND REPORTED TO THE CITY OF WINTER SPRINGS.THE CONTRACTOR SHALL PROTECT THE AREA FROM FURTHER ACCESS. xEClsm<nox DETAILS. FOR PROTECTION OF THE BASE.IF BASE IS EXPOSED THE CONTRACTOR SHALL RESURFACE BY THE END OF THE DAY. 9. DURING MILLING OPERATIONS.BASE EXPOSURE MAY OCCUR AT CERTAIN LOCATIONS.THE CONTRACTOR IS RESPONSIBLE 11. 1•168sIt71,OR SHALL KEEP III CITY OF WINTER CONSTRUCTION CERTIFICATIONS i0 JURISDICTIONAL AGENCIES. SIZE VISITS AT APPROPRIATE TIMES IN DEER TD PROVIDE iD.COMPACTION OF ALL MATERIAL SHALL BE PERFORMED WITH ROLLERS OPERATING IN STATIC MODE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12.SAFETY: A.DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT,ALL SAFETY REG/HATO.ARE TO BE ENFORCED. STORM SENTER SYSTEM NOIES THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF PERSONNEL. 1. IT SHALL BE THE RESPONSIBLE,DF THE CONTRACTOR TO VER.INVERTS AND LOCATIONS OF 7HE EXISTING STORM C B.LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA. DRAWINGS,AND NOTIFY THE CITY OF WINTER SPRINGS IF THERE ARE ANY DISCREPANCIES IN INVERTS AND LOCATIONS. 13.CONTR.TOR SHALL PROVIDE ALL EQUIPMENT NECESSARY FOP DEVNTERING.DISCHARGE WATER FROM DEWATERING SHALL Issuso rox. BE CLEAR WITH VISIBLE SOIL PARTICLES.DISCHARGE WATER FR.DERATERING SHALL BE DISPOSED OF IN SUCH A 2. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL CONSTRUCTION MATERIALS, METHODS, AND TESTING ARE TO IAANNER THAT IT WILL NOT INTERFERE WITH THE NORMAL DRAINAGE DF THE AREA IN WHICH THE WORK IS BEING CONFORM 70 THE LATEST EDITION OF THE FLORIDA DEPARTMENT DF TRANSPORTATION STANDARD SPECIFICATIONS i R N �i� PERFORMED,OR CREATE PONDING THE OPERATION SHALL NOT CAUSE ANY DAMAGE TO ANY NYIREMEIYS 0 ROAD AND BRIDGE CONSTRUCTION, RENT SUPPLEMENTS,AND DESIGN STANDARDS,AND 7HE CITY OF WINTER SPRINGS uI1 ii COMPLETED,DR IN PROGRESS.THE DEWATERING OPERATION SHALL COMPLY WITH THE LM�TANDARDS AGENCIES. QUA AS SET FORTH IN CHAPTER 62-302,FLORIDA ADMINISTRATION CODE.A PRE—..MEETING WILL BE 3. ALL STORM DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS.ALL STORIA CONDUCTED.WITH THE CITY OF WINTER SPRINGS,THE CONTRACTOR,AND THE ENGINEER PRIOR 70 BEGINNING ANY SITE SEWER HOLES SHALL BE LABELED THE DT RIGHT OF WAY SHALL BE LABELED PER FDDT STANDARDS_ALL OTHER STORM EXCAVATION M RDA 14.CONFORM.WITH WORK—IN THE EVENT THAT THE C.OF WINTER SPRINGS FINDS THAT THE CONTRACTOR H.USED 4. THE coNTRAcToR 5.,pRovIDE scoP DRAWINGS,P.., EPSON MIX.SHEETS,AND/OR CERTIFICATIONS FOR MATER.OR PRODUCED A FINISH PRODUCT THAT IS NOT REASONABLY CLOSE IN GONFORMI,WITH THE CO,RACT ALL STORM DRAINAGE STRUCTURES.STORM SEWER PIPES,AND CONCRETE EP CONTRACTOR DOCUMENTS,I E.UNSATISFACTORY PRODUCT,THE SHALL REMOVE AND REPLACE OR OTHERWISE CORRECT THE WORK OR MATERIALS Al NO EXPENSE TO THE OWNER. 5. SURFACE DRAINAGE SHALL BE DIVERTED FROM EXCAVATIONS AND STOCKPILE AREAS.PROPER SITE CONDITIONS ARE TO uTILNY COMPANY CONTACTS 15 PIPE LENGTHS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED AND ORDERED FROM FIELD STAKED 4UANTITIES_ BE MAINTAINED 70 PREVENT AND MINIMIZE EROSION. t REQUIREMENTS D E CONTRACTOR SHALL BE 5. POINTS OF CONNECTION 70 STORM DRAINAGE SYSTEM SHOWN IN THE PLANS ARE APPROXIMATE. Alon Reynolds Jennifer AT&T Duke Energy Transmission RESPONSIBLE FOR PROPER DISPOSAL OF ALL EXCESS OR UNSUITABLE EXCAVATED MATERIAL 7. THE STORM SEWER PIPING AND STRUCTURES SHALL BE INSPECTED BY THE CITY OF WINTER SPRINGS PRIOR TO THE 63D R°73 Ga1Ee7r3R O.0 20525 Amberf ielU Drive.Suite 201 PLACEMENT OF BACKFILL. 8 17.USE TEMPORARY SHEETING OR TRENCH ER BOXES TO MINIMIZES THE SIZES OF THE ADDITIONAL AND TO PROTECT ADJACENT Ph(407)38D-0938 Ph(813) LFEPL 9-1 21 04 6 3 B USE OF TRENCH BOxET AN H FACILITIES.THERE HAM N AD NAL 5 HE OWNER H B. THE CONTRACTOR SHALL MAINTAIN THE STORM SEWER SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT E—moil:or2916®ottworn E—moll:to tesCassinc.com 18.THE CONTRACTOR SHALL BACK FILL TRENCHES AT THE END OF EACH WORK DAY. 9. ALL STORM SEWER PIPE JOI MS SHALL BE WRAPPED WITH FILTER FABRIC. Bright Ho Networks FPL Fi eernet ErroJECT rvumaER Bmo®,T 1D.UPON COMPLETION OF STORM SEWER SYSTEM,VIDEO INSPECTION SHALL BE PERFORMED ON ALL NEW STORM LINES. a%ry N Hosket 3767 All n Boulevo rd 9250y W er Street PROJECT(MAN.. RA 11 PROTECTED FROM DAMAGE AND SILTATION AND SHALL REMAIN IN PLACE UNLESS FL 32610 Miami,FL 331974 LANDSCAPED PART DE THIS BREAD DISTURBCDRKDURINGR CONSTRUCTION T ORIGINAL CONSTRUCTION CADDIT!.ALT EXISTING SODDED AND LANDSCAPING AOTHERWISEGNOTEDUONUTHE PLANS.BE Pn(407)532-5509 Ph:(305)552-2931 awe.ar JL MATERIALS.THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL NEWLY PLANTED GRASS OR VEGETATION UNTIL E—moil:morvin usry®mybrig hthouse.com E—moil:/Hinny hosket...corn cnECn®sr JEL THE WORK HAS BEEN ACCEPTED IN WRITING BY THE CITY OF WINTER SPRINGS.TREES DEEMED NECESSARY TO BE REMOVED IN ORDER ID COMPLETE 7HE PROPOSED WORK SHALL BE CAREFULLY REMOVED AND DISPOSED DF.S.ALL Cny of Winter Springs FPU oaxwrvo Sox.Arvo NORm naa.w AREAS DISTURBED BY CONSTRUCTION INCLUDING BACK OF SIDEWALK AREA As SHOWN ON HARDSCAPE PANS. Kip L 20.THE CONTRACTOR SHALL ENSURE THAT SURVEY CONTROL POINTS SHOWN ON THE PLANS AND ANY PROPERTY CORNERS err Sprriings State Rood 32706 DeEAS.South Highway 17-92 ALONG THE ROUTE OF THE PROJECT ARE PROTECTED,REFFESENCEED,AND MAINTAINED.THIS WORK MUST BE PERFORMED Ph.(407)327-5989 Ph.(386)668-9842 SEALED COPIES OF THE WORK TO THE C F WINTER SPRINGS.ALL REFERENCING WORK Is SUBJECT TO REVIEW AND 6—moil:klockcuf.winterspringsfl.org E—moll:thill.poc.com APPROVAL BY THE CITY OF WINTER SPRINGS. Duke Energy isiribxtion slEFrnn 21.THE CONTRACTOR SHALL FURNISH THE CRY OF WINTER SPRINGS WITH AN"AS—BUILT SURVEY'PREPARED BY A LICENSED Stet.no COrn mE SURVEYOR AND MAPPER AT THE COMPLETION OF THE PROJECT. HE AS—BOLT SURVEY WILL INCLUDE HORIZONTAL AND 0 change P 9A VERTICAL`s.A DR DELINEATIONS,AND HAS BENSUB ED IMPROVEMENTS WITH THE NAL P REQUEST.NOT MEETING WTAOV REQUIREMENT NOTATIONS,BE FL BACON NP REASON(TO TREJECT THE PAY REQUEST SUBMITTED APPROVAL OF THE PAY SURVEY RIS OBTAINED.THE AS—BUILT SURVEY Lo.07)359-4479 SHALL ALSO INCLUDE THE VERTICAL AND HORIZONTAL LOCATION AS WELL AS SIZE AND TYPE OF MATERIAL AND TYPE OF E—moll•stets no.corni.doke—energy.com SLEET NUMBER r UTILITY,STORM SEWER,AND"OTHER"PIPES,DUCT BANKS,AND CABLES_ 22.THE CONTRACTOR SHALL HAVE A STORMWATER POLLUTION PREVENTION PLAN(SW IN CONSTRUCTION.THE CONTRACTOR SHALL HAVE A CERTIFIED EROSION AND SEDIMENT CONTROL INSPECTION SPECIALIST TO moo_• 7e1-3 77777--DI'--s 7 6 5 4 3 2 1 w.�- 7 - 6 5 4 3 2 1 A=CCM DNST TYPE E' ___ FOR CONTINUATION SEE SHEET C-07 +25.75 +90.19 _______________ 22 D LT CURB&GUTTER .24'LT n ni 95 596 597 N 1565962.63 598 599 •<<m<<m 5 +44.39 F h +627 82 2.42'LT _ E 572156 41 %. 4. 'LT . 4 PROJECT ��-�cROS 'ME❑A" cousT.TYPE c� S 39°44'16"E p�F SURVEY STter Springs SR 434 9.40 J Tuskawllla RD +03.28 2.D0 RT ( - WALK Intersection Improvements 29 RT �P.I STA 595+48.10 l +96.63 N 1586118.45 +39.21 ' 800 RT O E 572027.04 n [CURB AND GUTTER r- 19.65 RT CL aT 9 61 ' +20 6.61 RT 00 +49.05 END CONSTRUCTION S.R.434 City Of Winter Springs G AND 0 10 20= 40 •'ICI+ :un��•ae +46'92 CONBT.B'MEDIAN } DF CONSTRUCTION 20 7' R+3.85 i5O STA. 597+50.00 MILLING AND 18.7'RT CROSSWALK 117 (TUSKAWILLA RD) +0685 MILLING RESURFACING 1+,,N,641,4 T 21.21 RT �RESURFACNG LIMITS GRAPHIC SCALE IN FEET LIMITS 3077'RT +iJ.BD CONST.TYPE'F +01 48 56.86 RT +50 CURB AND GE NEW ASPHALT CONST.TYPE'F'CURB 58.19 RT +96.36 PAVEMENT AND GUTTER 68.96 RT +25.56 CFI T'S corvsuaarvrs E /+2D 6896'- ,. r. +79.6 CIVIL ENGINEER CR-C q •.r 11.2'RT n. +530 -P... 8l 1 RT +10 4 7,410Pr- 9rr 41 49 RT j BJ 2 �Y\\\ CO ST B CONC +14.44 F I SIDEWALK SIDEWALK <q ® 4 97'RT +49.86 ,T,(1:6...<4.55";,. 5.17'RT 1 R7W .. +82.33 \ \. +49.66 32.91 LT i 15.77'RT •O,ST.TYPE'AI CURB I SIDEWALK G 17474 A 0 CONS 5005.LK . PA MENT WIDENING \ 4 5= //-CONST 2'WIDENING R+ MI LING AND- RESURFACING LOTS\ RECism<n°x 28.23 96'LT SR 994 MILL.NG AND PAVEMENT DESIGN \ ryEBUNFACING LIMITS yJESTBOUND STA 594+17.00 TO STA 597+50.00 STA 592+90.00 TO STA 594+20.00 \ \ MILLING MILLING C MILL EXISTING PAVEMENT(3") MILL EXISTING PAVEMENT(l.5') 17.00'RT 1587231.64 571104.61 RESURFACING RESURFACNG °EG"TYPE SP STRUCTURAL COURSE(TRAFFIC C)(15') FRICTION COURSE(FL 125)(15')(PG76 22)(PMA) \ \----s--1 R7W uiu """' AND FRICTION COURSE(FC-12 5)(1 5")(PG76-22)(PMA) \ W WESTON INR \ \ OPTIONAL BASE GROUP WIDFNING B-12.5 ONLY) STA 594+2D.00 TO STA 597+04.00 \ \ WITH TYPE SP STRUCTURAL COURSE(TRAFFIC CR1.5") MILLING AND FRICTION COURSE(FC-12.5)(1.5")(PC76-22)(PMA) MILL EXISTING PAVEMENT(3') \ \ END RES IRFACINE \ STA. 37+DD.DDTION TUSKAWILLA RD. TYPE 5P STRUCTURAL COURSE(TRAFFIC(00 10 ) \ (1 5")AND C CR L OURS (TIC c (1 s7( 22)(PMA) WIDE W DEN N6 OPTIONAL BASE GROUP 09(TYPE B ONLY) ` \ WITH RIPE SP STRUCTURAL COURSE(TRAFFIC C)(1.5") \ \ AND FRICTION COURSE(FC 1z s)(l s)(PCIfi zz)(PMA) R \ TUSEAHILLA ROAD PROJECT NUMBER SEEM. PAVEMENT DESIGN \ \ PROJECT MANAGER RA STA 33+17.0D TO STA 36+50.00 CHECKED r LaL MI W NG MILL TN ISTING PAVEMENT(3') \ oaawrvc SCALE AND NORTH ARROW RESURFACING \ ¢Wa 035.1.31 rirl RIPE SP STRUCTURAL COURSE(TRAFFIC C)(,.5') AND FRICTION COURSE(FC-12.5)(1.5")(PG76-22)(PMA) \ .o WIDENING s�ErmL< OPTIONAL BASE 0120UP 09(TYPE B-125 ONLY) _ WITH TYPE SP STRUCTURAL COURSE(TRAFFIC C)(,.5•') AND FRICTION COURSE(FC-12 5)(1 5")(PG76-22)(PMA) A •E EEC: cR• 6 5 4 3 2 1 o1•.-•.M 111.. E.I, 7 7 - 6 , 5 4 3 2 1 maw \ E.m.,,I Y4 oc..m�.m BEGIN CONSTRUCTION TUSKAWILLA RD. STA.30+DD.DD N o- 0 10 20 40 WintF er nt Wer Springs SR 434 \ GRAPHIC SCALE IN FEET &Tlla RD Intersection Improvements t\ CLIENT City of Winter Springs +98 30 . 9B`1 RT � 4 RS corvsuaarvrs �CONST 6"CON$; \ PAVEMENT VIL ENGINEEK E \ i10 t` LI i +21 aD 17.37 LT 02 `: 20 87 T CON T ttPE F CURS AND GL`rEi \ +59.9 \ +20 3 D SIDEWA 6'CONC. CI ® 13.43 RT ./MATCH EHIGT. CONST SIDEWALK CONC.SIDEWALK REGISIF<TON CONST.6'FONC. SIDEWALK Fr \ B OF CONSTRUCTION 0 la z1T:65 6. /:�(TUSKAWILIA RD) NOTE: S9:oaTT7T SEE SHEET C-08 FOR SR434/TUSKAWILLA RD C I 32 aJ PAVEMENT DESIGN I ' 3,21'RT R/W ISSUED FOR CONST CONC.SIDEWALK(MATCH EXIST. L R55 +73.34 \ uiu 14,415 BACK OF SIDEWALK ELEVATON) " SEE SHEET HS D6 FOR JOINT DETAILS R/W M L ING AND N INSTALL DETECTABLE +63.89 /+1)545 RTRT RESURFACING LIMITS WARNING BRICK 689'LT N I PAVERS +J8 l n 6 _ CONST.6 CONCRETE SIDEWALK AT E%IBT BACK OF CURB +fi445 13.4'LT +0423 / END CONSTRUCTION FRONTAGE RD. 0.64 LT 4 2539'LT I CONST.TYPE'F' STA 24+1827 STA. 29+18.27 ((J CURB&GUTTER +36.. 5 0.- \ E 572D62.11 7 1n o�RT�\ / \ / LDNST-6 GONG ETD CONSTRUCTION S.R.434 ■®� AT SIST BACK OF 597+SO.DO ■Y■ ��" ' ®' 207 L l' ST p _.. 5793 03 JJ ....77)77) CURB K• B 1139 LT 0+8,37 50.26 6 /�I 3 8 J8 : 2.34 LT �o +777 '.. W ' . T s L� f 59 0 LT LLII +5897 `\\ + J PA ma, 23 +62.0'• +5630 94 �\ (/ R/18 PROJECT Num.!, 6030897 689 Cr 'i>, 1 TaT. tl.^ 23'RT 199R T 199E RT )• D % PROJECT MANAGER Rq C ry t_ s� . T� 4 , t _ ■ !RAWNEV aL LU a� +•y +56.8 �� ® CHECKED sr J6L Cn 49.00'LT 1 'S. y. ' . 1 ... ,G oaawrvc SCALE AND NORTH ARROW I L CONS".TYPE'F' 6.61 Rf �S +90.44 ® CONST.TYPE'F' CONST.PAVEMENT nil N. CURB AND GUTTER �3l 96 1396 RT @ OF CONSTRUCTION +54.91 CURB Y GUTTER WIDENING \+D8.2 \+66.5 ¢ '� ' LT 14.7'7 MILLING AND Ma LIDA CURBT&GUTTER 49.0?T� 2364•LVGE ROAD 22005 T I WIDENING PAVEMENT CCNST.TYPE E' PI STA 595+4810 E 572156.41 �� E L VC-.M1 90 MILL NG AND RESURFACING LIMITS =I RESURFACING LIMITS CURB&GUTTER n N 1585962 83 U 90 •93 5 95 596 597 N 1586118.45 c� @ OF SURVEY 'g; E 572D27.D4 \ sNEEr NUMBER p a t 86:51 I -- __ A' _�lY 0 L, (. FOR CONTINUATION SEE SHEET C-06 NE •_c_• 6 5 4 3 2 1 nis�i.rmuuuL�+,w.i,. I - 6 5 4 3 2 1 maw F PROJECT 0 10 20 40 Winter Springs SR 434 GRAPHIC SCALE IN FEET &TUSkewlila RD Intersection Improvements CLIENT City of Winter Springs NOTE'.FOR RAISED CROSSWALK DETAIL SEE SHEET C-18 corvsuLTarvrs E CIVIL ENGINEER INSTALL DETECTABLE V N ter` WARNING BRICK PAVERS INSTALL DETECTABLE WARNING BRICK PAVERS +SS 09 BRICK PAVERS 1 54.47'LT (SEE LANDSCAPE PLANS) I +01.09 CONST.RAISED CONST.GONG.SIDEWALK 52 47'_LT CROSSWALK CONST RAISED (MATCH EXIST.BACK OF ■ �CROGSWALK SE SIDEWALK ELEVATION) O CONST TYPE F D CURB&GUTTER E SHEET HS 06 FOR N } CONST TYPE F 2 52 JOINT DETAILS + I ,... CURB&GUTTER 1J 8.23 26 33 T ^ 1 I N F -- I2531'LT al 11..�j191 T 1652 1 J 1 23.3 T "• 11- ,. 5 s2 ■■ .® I� 6„ L. ICI:®I ; aa,21LT 1.. Ise 15.22'LT Cn 69 of I • t?D ' +23 t2 Ir O F o L3 O 0 50.52 25 32 LT 9J 25 22 LT i \ 01.09 � �. P 98 Ary •� U 16 � ?7 RD LT 116D3J 2� P � 1 „,� � + 177 20 21 U [0/W I \''" r / Z/ \ 93�.40T 1610'BLT W ' =1 r . 09 D oz LTRS --0.8K.'RT +79 zO 1 - - eeaisw<nox CO CO +)6.46 680 LT 1 6693 +6351 R:J.1 . 062 RT 9J 35 1 1 LI..I L1.1 6.n0.i _ ( oeU R1 662 LT 1 52'LT LU `CONST. 476'F' +01.cc P 14.56 RT P `CONST.TYPE'F' L `CONST.TYPE'F' Li) OF CONSTRUCTION +J 4.86 CURB AND GUTTER CURB AND GUTTER I CURB AND GUTTER 49.04'LT 'P' CONST.TYPE'F' (FRONTAGE RD) CURB&GUTTER 40.98 LT 65.DJ C z 48.98'LT Z • 587 588 589 590 591 592 I ISSUE o.aR 1 I Vi SURVEY(SR 434) B PROJECT NUMBER 809089, PROJECT MANAGER RA —— R/W sr ORAw®SCALE ANO NORTH ARROWaL Ma --- ma mama E.,1 L A _c_ nis•i'rmuuur�+,wi�. 7 6 5 4 3 2 1 7 - 6 5 4 3 2 1 I I I maw .,,am am .a... N F 0 10 zo 40 `�°"" Winter Springs SR 434 GRAPHIC SCALE IN FEET &TUskawilla RD Intersection Improvements , Mart City of Winter Springs I I I I 7R/2/ °oNSuLTANrs NOTE:FOR RAISED CROSSWALK DETAILS SEE SHEET C-18 E : CIVIL ENGINEER BEGIN CONSTRUCTION FRONTAGE RD. ST1O 10+00.00 E 57 TT 55.44 N,571155 1587276.39 CONST.CONC.SIDEWALK (..H EXIST.BACK DE SIDEWALK ELEVATION) CON5T.GRAVITY WALL(OPTION 1,NCHEME 1) SEE SHEET HS-06 FOR INSTALL DETECTABLE 1 EXPO (34 LT)TO+]22(66'LT) JD M DETAILS WARNING BRICK PAVERS CONST.TYPE ' EXPOSED FACE 1.5'MAX.) CURB&GUTTER 0.15 CONST.CONC.SIDEWALK CONST.CONC.SIDEWALK CONST.RAISED 66 32 LT (MATCH EXIST BACK OF (MATCH EXIST.BACK OF INSTALL DETECTABLE CROSSWALK SIDEWALK ELEVATON) SIDEWALK ELEVATION) WARNING BRICK 38 72'LS I +6086 JOINT DETAILS SEE SHEET HS O6 FDR PAVERS I STA.15+61 Lt LT +2661 PROPOSED PURL% 1 23 05 JOINT DETAILS LT 2326 T ■ "" CLOCK LOCATION I 33.]t'LT E CORBT&GUTTER SEE SHEET HS O6 FOR 2525 +BL•- ■'1 _ s illIMI �■ ■n■�E■ ■M■■M■■=■■■i ■■J�! 11�■ ■■■■■ ■n■ +29 63 -- +12 56 -- -- .+43 60 - t N• 24n,"LT 1 2516 LT LT - K 1591'LT ,p +59:96 +14.96 +34.48 O 25 23 LT 25 2} I 4h ,E CONST. 2326 L 23.26 T 2326 T ry +25 61 +77 a3 11.26 FRONTAGE RD +03.D3 +50 53 o i 6 24 LT ( -) 11.23'LT Fy ?p )� L po- 11 +0621 12 ���� 6,74 LT T4 q 012 LT ti 15 O ST04 v° +]602 W AEC S�.T°N 9.37'RT O• _ 4 5 30 RT RAW P5 P p, P .: 9 LT ' 25 28 LT w +6t}5 - r:•K ��� ®�_ 23.3 .�-+276LT 'RS 991 tR:J-91 RSR co 1452 RT +6791 6;73'LT : �� 616 LT :+1716 t1. 9 87 LT +99 57 T4.6 RT h 6.73 LT ry +29 96 +78 59 +61.60 t1.1 0 ° CONST TYPE F' 5.24'RT -.- 14 6 RT h 5.22-RT CONST.TYPE'F' CURB&GUTTER +02 J3 CONST.TYPE"F" CURB&GUTTER CONST.RAISED CONST.TYPE'F' CONST.TYPE'F' 1 4897'LT 46.64 LT CURB AND GUTTER CROSSWALK 88960 LT `P' CURB&GUTTER CURB AND GUTTER 1 CONST.SIDEWALK CUURBTANDPGLITTER CDNST.TYPE'F' +66.34 48 94'2 LT z CURB&GUTTER issuE°ruv. 46.96'LT J us 1,3415 81 582 583 584 585 586 �� I I I I I I I I I I I I I I I I I I I I i2 S 39°44'16"E 1 1 N 156]231.64 BEGIN CONSTRUCTION 5.R.434 E 5711 01.61 5T7.551+00.00 B /—R/W PROJECT MNMEV amo®RaL MO MEEME E.,1 Ma L A P.M NUMBER _L. :COI,.A EmuuuE c w�,. 6 5 4 3 2 1 � . I - 6 5 4 3 2 1 maw FOR CONTINUATION SEE SHEET C-11 F 5•A 95 596 597 598 599 m' _-r---- I I PROJECT Winter Springs SR 434 S 39°44'16"E &Tuskawilla RD n ° tersection Improvements CUBIT of Winter Springs, V IT DE CONSTRUCTION 1 STA 597550UDCDTION S.R.434 GRAPHIC SCALE IN FEET Clt Y + \ (TUSKAWILLA RD) 1 In ') Q I- orvsuLTArs E CIVIL ENGINEER O a 111111111111111110P* , STA.NST.35+06.9,T S 42 8'RT \\\., COVE TUSKAWILLA RD REMOVE 2.8'TOP CONST.NEW P-6 INLET TOP D PER INDEX No 200,211 INLET ELEV.41.7 \ RECism<n°x C \ A\ \ R/W SSUED FOR. ur.4 15 END CONSTRUCTION TUSKHWILLA RD. STA. 37+DD.OD 13 PROJECT NUMBER amo®,i \ °RO TMFNAGER RA VA,.z;rL II I 'k.h I'J;rC;t JL ORAWINE SCALE ANONOPTH ARROW A P_AIJ _y_• nis• 7 6 5 4 3 2 1 i.1TmuuuE�c w�,. . I - 6 , 5 4 3 2 1 \ o A=COM • BEGIN CONSTRUCTION TUSKAWILLA RD. c m<Om \\ \ STA.30+00.55 \ N F o- 0 10 zB 40 PROJECT Int . Winter Springs SR 434 GRAPHIC SCALE IN FEET I ersectwna RD Intersection Improvements \ EL�a,. -L,1- - \ City of Winter Springs COURSE AGGREGATE(ND.sJ STONE) 41 20 _ �I FILTER FABRIC(TYPE D-3) . .A: MIN.8"PERFORATED PVC PIPE \ 3 W \ corvsuaarvrs \ u SIDE LINE TRENCH DETAIL E GI VIL LNCcINLtK N.TS. SYNTHETIC TURF . COURSE AGGREGATE FILL (ND.57 STONE) ' STA.22+76 1.D LT n- R -- ^ 4 CONST.FRONTAGE RD 1 %12 LATERAL DRAIN CONST.INLET FM P-8 COMPACTED SOIL PER INDEX No 200,201 NV EL.39.00 FILTER FABRIC 6'PVC INV.EL 95.80 (TYPE D-3) GRaC)TE EL.44.DO +75 \\ LATERAL DRAIN DETAIL iik 4t 70 N.T.S. D STA.22+42 1.D LT FG CONST.FRONTAGE RD ( 91. CONST INLET TYPE'C 4181 PER INDEX No 200.232 CONNECT TO EXIST.18"RCP SYNTHETIC TURF NV.EL.38.83 COURSE AGGREGATE F q^PVC PIPE GRATE EL 4380 \ (N0.57 STONE) - , 4'NC ELBOW CD ll 1+ a"PVC RISER PIPE STA.262.3,5.5'RT 6 PVC LATERAL DRAIN xECism<nox ' @ CONST.FRONTAGE RD UNDGRBRAIN 1 %4"PVC , 6"TO 4' PVC REDUCER CONST.INLET TYPE 9 SIDELINE TRENCH REDUCER �•J PER INDEX No 200,214 (MB) MIN 6"PERFORATED PVC PIPE INV.EL.39,00 42.25 INV.EL.° GRATE EL.44.46 gT:aS 42.40 \ TRANSITION FROM LATERAL DRAIN `/ AT \ ) OF CONSTRUCTION TO SIDE LINE TRENCH S-3 ' 7-: N. (TUSKAWILIA RD) N.T.S. STA 21+83.10 LT I 4,4 x447 4230 q CONST.FRONTAGE RD C CDNST MP P 6 I A V I'' TYP PER INDEX No.200,201 ' /jV %I R/4 ISSUED EDP. CONNECT EXIST 16 RCP aa../ j/ 6 EAryDUT \ xio a,P NV EL.38.89(E,W) / NV EL 91.80 oil NV EL}6.89 S ,/J RIM EL 44.58() RAIN (�`-ND•� a2a28} + n . hl a35o END CONSTRUCTION FRONTAGE RD. INV EL / / STA. 29+18.27 6"PVC CLEANOUT S 4472 9t 10 ' /1 INV EL 4235 4253 t END CONSTRUCTION S.R.434 /4400 4}.$D „ STA. 597+50.50 N T a3 SD i .. r U 4506 4456 658 EL f 3q�y'�D B F 948041 OQ •V 4140 0 lb d460 4428.. as 2 / W 44 70 ''.,C) /J� - =cousT 6 LF s a a4 3s 22 � 9a 10 � � R/w PROJECT MANAGER CRAW, amo®� CO -4''''°' �. A i� 4 •o 4 � . a3 84 �.. �\ 7 DRawNar p❑ W — 43 so 4400 P - cnecn®er LaL co as afi.. S 2 / er -428 ' ®LI® oaawrvc SCALE AND NORTH ARROW CONST.31 LF .. W OF 15”RCP CONST 10 L SIDELINE TRENCH 43.30 6 PVC Z OF 6°PVC 6"PVC UNDERDRA N(TYP) C EANOIRS Ma J OF CONSTRUCTION NV EL 42.]5 EF o.M1 >( (FRONTAGE RD) sHEeTmLE = U Da H 593 5•A 95 596 597 LEETNUMBER FOR CONTINUATION SEE SHEET C-10 ,-E, 10F 7 - 6 5 " 4 " 3 " 2 " 1 I - 6 5 4 3 2 1 maw ENOJECT 0 10 20 40 Winter Springs SR 434 GRAPHIC SCALE IN FEET &Toskawllla RD Intersection Improvements cLiart City of Winter Springs CONSULTANTS E CIVIL ENGINEER I 1 I 46.10 4600, N 471 +60 45.00 +Jl +96 + *IS 4J 15 4680 /-4.7 011)0 • + ' +66 45.40 /4511 r1 I 4650 4650 4650 4540 N Q F -'---'- 46 60 t �I1lI 46 50 - (n• �1 �� ! 4650 Qf® :, ®1••Mill Cn {r) .4656 1/ 4664650 S 4630 4564 '•LL rE�� 4580 t 4615 {� � 1 a633 C// 4610 4fi 40 45.95 a5 J5 �45J\_� ( t CDNST 6LF 1 �, Ir U 16' t7 =48� .' n 45�5 as 60 < S 9 20 of 1¢'RCP 2t' U D g w ,. R/W 46 255 . 44.00 45 65 ::4544 i`�_ - 4530 45.30 ��� I 45455 5 -. 1. '1 5 7 ., Lu CDNST 2 LF F `45.4Q S-B © 44 82 ICS co 4600 S 1 OF 15 RCP 4516 CDNST 6 LF W -. \ OF 15 RCP W CONS,48 LF ., fn a OF CONSTRUCTION I OF l5'RCP CDNST.TYPE'F' (FRONTAGE RD) .... CURB&GUTTER., ..., C W W Z 1 Z 587 588 589 590 591 592 ,= °OEaw 1 IC 1 1 B EROJECTICEBEE 80908977 ASR/W CHECKED ET NDNOa ARROW JEL C. CD ED 5-9 ® ® 5-1 S-1 (--13 SOFFETLE STA.20+65,5.50'RT STA.20+65,1.D'LT STA.19+65,5.50'RT STA.19+85,1.0'LT STA.18+77.6,1.0'LT STA.17+64.7,550'RT STA.17+15,2.0'RT STA.16+60,5.50'RT STA.16+60,2.0'RT ,L t 001457 FRONTAGE RD a CDNST.FRONTAGE RD FE CDNST FRONTAGE RD a CDNST.FRONTAGE RD t CDNST.FRONTAGE RD e CDNST.FRONTAGE RD t CONS FRONTAGE RD It CDNST.FRONTAGE RD t CDNST.FRONTAGE RD 5 A CDNST INLET TYPE 9 REMOVE EXIST.INLET CDNST.INLET TYPE 9 CDNST.MH P-0 REMOVE EXIST.INLET CDNST.INLET TYPE 9 REMOVE EXIST.INLET CDNST.INLET TYPE 9 CDNST.MH P-8(a') P_A Id = L PER INDEX No 200,201,214 CDNST.MH P-8 PER INDEX No 200,201,214 PER INDEX No 200,201 CDNST.MH P-8 PER INDEX No.200,201,214 CDNST MIL P-8(4') PER INDEX No.200,201,214 PER INDEX No 200,201 V.EL 38.50(N,S) PER INDEX No 200,201 INV.EL.30.50(E) CONNECT EXIST.18"RCP PER INDEX No.200,201 INV.EL 4010(W) PER INDEX No 200,201 INV NO EL.40.70 CONNECT EXIST.30"RCP s1EET NUM9EF _ - GRATE EL.44.82 CONNECT EXIST.18"RCP GRATE EL 45.18 V.EL.38.13 W CONNECT EXIST.6'PVC,18" GRATE EL 45.65 CONNECT EXIST.18"&30"RCP GRATE EL.46.00 V.EL.39.33 E -- INV.EL.38.38 W INV.EL.36.13E &}0"RCP INV.EL.39.47 W INV.EL.39.33 W _ - INV.EL.3B.41 E INV.EL.38.38 5 INV.EL.37.76E INV.EL.39.65 N INV.EL.40.58 5 V.EL.38.38 S RIM EL.45.30 INV.EL.42.67 N INV.EL.39.85E RIM EL.46.08 RIM EL.44.95 INV.EL.37,72 NW RIM EL.45.80 RIM EL.45.60 9-.E4 i or _y_• 6 5 4 3 2 1 ni„io„oo„c .,,. I - 6 5 " 4 " 3 " 2 " 1 I I I maw ,,am am .a..., N F t 0 10 zD 40 PROJECT Winter Springs SR 434 GRAPHIC SCALE IN FEET &Toskawllla RD Intersection Improvements CUBIT City of Winter Springs I I I I //..—R/W oorvsuaaN,s E CIVIL t5(3 4E=V 1 BEGIN CONSITRUCTI0N FRONTAGE RD. STA. 1 D+00 00 11 I D 0 CO 0 + 47.60 +35 +75 1 8— fie• IN ■I 42 BD 1-47.9S ;"• 47.60 I Q E i 1—Mall 1 4650 4726 .. .S _. _` 47 4,36 4]2 r +pJ 30 4J 60 DON�I RCPLF /4J 3P 'aJ 60 �ONST.to LF S. 4750 0 I(�23 4J 40 I 2D J • 4,50 1� 4650 469` aj 32 W A � 47:30 S OF]5 RCP 1 4738 6.90 a 4670 , 46.65 4695 �2 CONST 2 LF R/W a7 50 �� 46 5 gatt) w xECism<nox 46 DO rtt, � OF 15'RCP 7 20 �� .•80 I W 47.00 47.00 " 46 6(E --AEI dEp ® 4690 Gro 4690 CONST 2 LF 15 � 4660 - tl. 6 80 46 60 46 60 OF t 5"RCP LL L. .. .... ... .... uLl z IsSUED Fnx. 81 582 583 584 585 586 ;� I I I I I I I I I I I I I I I I I I I I < S 39°44'16"E 1 1 BEGIN CONSTRUCTION S.R.434 STA.5B1+00.00 B /—R/IN caowu e... amo®RAL DRAWING SCALE ANIONOPTH ARROW ® ® 5-2 ® - STA.14+27.6 5.50'RT STA.14+27.8,2.0'RT STA.13+70,5.50'RT STA.13+84.1,2.0'RT STA.1.98,5.50'RT STA.11+75,2.D'RT STA.11+08.4,5.50'RT STA.11+08.4,2.0'RT STA.10+86.3,0.11'RT 91EFF mLE R CONST FRONTAGE RD 15 CONST.FRONTAGE RD 6 CONST.FRONTAGE RD 16 CONST.FRONTAGE RD O CONST FRONTAGE RD O CONST.FRONTAGE RD O CONST.FRONTAGE RD 5 CONST.FRONTAGE RD (CENTER OF STRUCTURE) CONST.INLET TYPE 9 CONST.MH P-6(4') CONST.INLET TYPE 9 REMOVE EXIST.INLET CONST.INLET TYPE 9 REMOVE EXIST.INLET CONST INLET TYPE 9 REMOVE EXIST INLET H CONST.FRONTAGE RD PER INDEX No 200,201,214 PER INDEX No.200,201 PER INDEX No.200,201,214 CONST MR P-8(4') PER INDEX No.200,201,214 CONST. P-8 PER INDEX No.20D,201,214 CONST.MH P-6(4') REMOVE EXIST.INLET 0,A INV.EL.40.10(N) CONNECT EXIST.30°RCP INV.EL.40.00 E PER INDEX No.200,201 INV.EL 43.50E PER INDEX No.200,201 INV.EL.39.90 PER INDEX No 200,201 CONST.MH J-8(5147') F'_N.Id _ GRATE EL.46.00 V.EL.38.76E GRATE EL.46.90 CONNECT EXIST.30°RCP GRATE EL.46.90 CONNECT EXIST.30"RCP GRATE EL.46.80 CONNECT EXIST.30"RCP PER INDEX No.200,201 IN W V.EL.38.73 V.EL.30.55E INV.EL.38.66E MD V.EL.38.50E CONNECT EXIST.30"RCP ...-NUEx V.EL.39.90 5 INV.EL.38.52 W INV.EL.38.66 W INV.EL.38.50 W INV.EL.36.89 NW •_- RIM EL.46.92 INV.EL.36.60 SW INV.EL.43.00 SE INV.EL.39.75 5 INV.EL.38.44 E RIM EL.47.00 RIM EL.46.97 RIM EL 46.92 RIM EL.46.95 61.61'of , 8 y_• 6 5 4 3 2 1 nis,i,E„„,,„„ +w �� 7 - 6 1 5 4 3 2 1 mcom FOR CONTINUATION SEE SHEET C-15 la"WHITE —————— ...o 5 �5 95. - _w_ YELLr '2 ®597 598 599 s i® Winter Springs SR 434 1 S 39 44 16 E 11M.L11 PROJECT • NO W.`....41 1 , 6"rELLOwJ Lo Improvements As ®1D'c c B'Yeuow z—a SKIP ° : r W(TO DE RELocAT�ED To @ of SURVEY ampro a'w TE &Tu (TD BE RELOCATED TO L• J r ,� :•,•,� •'•'i�I STA 596+35) SR 434)• s awi Intersection STA 595+01) 6.'YELLOW _ L_ 1 B"WHITE(10'-3C SKIP) CLIENT +20o t2 WHITE qj `! • WHITE DREI / Is. V _ wrtH w/R RPMS®a0'C-C END CONSTRUCTION S.R.434 =n ARROW , } ,OF;CONSTRUCTION STA-597+50 00 0 10 20 a 40 CItY Of Winter Springs I 6•WHTE WTH - 6 wHll'4 /—11.-"1-----5" RIDE 12•WHRE 'RPM'S®20'C�- 2 ti P �� 6 YELLOW GRAPHIC SCALE IN FEET I ; +83 / fi WHITE AO Q 359 +50 KOW". MME 11 Cn RBD• 8'WHITE WHITE: , I./ /J , , corvsuaanrrs +20 0 PAVEMENT MESSAGE roN O B 3 WHITE �' R S.®1 O C C, —+37 8 A SL ENGINEER +62 1 -MM� � \ �I'- uI n-F..,���- PAVEMENT L i • . i � MESSAGE ` .7 LT P (WHITE) �'M " D 170D-1-6D I 1 AS STALL P TTER ED � 24 W TE �` III:t (TO BE REMOVED) PAVEMENT(THERMOPLASTIC) '�' \ 56 6 R/W (HERRINGBONE PATTERN) \ \ '1904 LT .. \ VI. lipp, 6"WHITE WITH AYR • +150 RPMS aD 20'C C 176D—rsDl 1 ns 6"WHITE +81.3 ,.(TO BE RELOCATED TO PAVEMENT 1 \ r MESSAGE \ DIRECTIONAL L-�J (WHITE) RROWS \ 6"YELLOW 6 WHRE. "�\ n ✓ MATCH EXISTING NEOism<noN r\ PAVEMENT MARKINGS \ EXISTING 6 YELLOW \ \ EXISTING 6'WHITE +50 DIRECTIONAL ARROWS C \ \ ssu[o EON. UIL it,:15 \ R/W EXIST.DIRECTIONAL ARROWS AND PAVEMENT MESSAGES TO BE REMOVED SKIN MILLING NG(4 LOCATIONS) INSTALL DIRECTIONAL ARROWS AS SHOWN(4LOCATIDNS) END CONSTRUCTION TUSKAWILLA RD. \ M0-1-6D 2 as STA.37+OD.00 R�OSP`+,T, (TD BE REMOVED) \\\ X (2 LOCATIONS) B \\ PROJECT MANAGER amo®xA PROJECT NUMER■ CHECKED sr JEL " \ p`, REMOVE EXIST THRU DIRECTIONAL oaawrvc SALE nrvouovm ARROW \ • y. ARROW ONLY BY SKIM MILLING(6 LOCATIONS 4 SHOWN) • e TTLE 111 a -tr V LV L`J A 11P,lr d,- FL.-.111 ' .-.rNUMBER 14 .-E,4 O _y_• 6 5 4 3 2 1 • nisi:TmuuuE�cw.I,. r 6 5 4 3 2 1 700-1-11 1 1 AS \ o A=COM STA 29+1B,15'RT \ _ OtlHtl BEGIN CONSTRUCTION U SCAWILLA RD. C16 910 `\ STA.30+00.00 z4'x 1z' \ 1750-1-111 1 As ���� F ® °\ STA 31+05,23'LT V r ,1 0 10 20 40 Winter a 3,. GRAPHICS &Tuskaw Illla9sSR 434 w16-1 RD Intersection mprovements \\ 24 %P2, iErvr -IO- City of Winter Springs PROPOSED CONC. d �Q ` 4 SIDEWALK 1755-1-60 I 1,,nittr,s1 TD BE REMOVED ail 1 1e I \ rvsu E 2Nl \\ - �.■� CIVIL ENGINEq �" v .. LL..., 6"WHITE y x lrys � \ INSTALL PATTERNED PAVEMENT A/ � �'� \ (THERMOPLASTIC HERRINGBONE CONC.BUMPER GUARD(6) 1 PATTERN) NI 5511111 AS 9 STA 31+18.20 RT 18"YELLOW®t0'CC \ CONC.BIDDER GUARS(6'1 N W16-JP LOCATION DETAIL C ® / ` I ` DIRECTIONAL ARROWS& �� +894 \ PAVEMENT MESSAGES(WHITE) CO UI 04a re/w w W W 1 REGIS... 21 CO I11 REMOVE E%IBT DIRECTIONAL W ARROWS ffi PAVEMENT MESSAGES 0)11700-1-111 17CD-1-111 1705-1-551 1 As R of 8 E SrT OREN 1 STA 21+36.25'LT STA 21+36,25'LT (TD BE RELOCATED TO 0 (TUSKAwILIA RD) 1 12"a18" 12'r18" STA.22+06,13'PT) 1700-1-1 1 1 AS J RP-25-O6 CF,,,-20-i30 ' 1 STA 33+05.28'LT 12"r 6" 12"w6 C zI AS PAVEMEM MESSAGE(WHITE) , ® Eo row. 100 501 igu r (TO BE RELOCATED TO �\\ is A1NO D RECT D AL ARROWS fi =1 STA.22+38 5 17.5'RT) - +. T (� �RP-25-0> FTP-2D-06 " QI _ WHITE I +Daa AHEAD 2! (fi. '- oN Oa- END CONSTRUCTION FRONTAGE RD. 'J a' STA.29+'18.27 I dO1S REMOVE EXIST DIRECTIONAL a REMOVE E PAVEMENT MESS GES I 1100-t-601 1 > I 110\ 6 DB YELLOW `"TO BE REMOVED HANDICAP PAVEMENT ENN_1j } WH ' 2a wHTE ` l END CONSTRUCTION S.R.434 ,ql 1 ��'� I ii➢ '.. STA.597+50.00 6 22 ARROWS "II 23 v I � w U i.. +63.3 WHITE f ` 4 pIRECT DNAL� 20.96 T INSTALL PATTERNED PAVEMENT ` (THERMOPIAGTC HERRINGBONE ERO�ECrrvunEtR eo3oesi' 6"BLUE ® RA ��RI NI�E1IS�I NYC 4" \ PATTERN) PAVEMENT R/W EROLEe.Marvaeae �' , .F 3511 11 \'' MESSAGE r 6 BLUE MR'.RR JL � • r .. ❑ 6 WHITE 6"WHTE .��I 2 4 SKIP py CHECKED EN JBL (NP:) OF CONSTRUCTION •,12'WHTE ®� �y/ [ki ' 123 RTE i`33�� oaaw SORTS ARROW FRONTAGERO D T r 1 24"WHITEZ E T W/R+R631506 40')C-C +3165 WHRE +S ...' \ 10, 6"WHISKPPCE O)PIASTf6 EERR HERRINGBONE +53.7 ! WHITE 5 E± +B6S r II i (TO REMAIN) wFr�F 6 10 SKIP 6"YELLOW 6 WHITE WITH W/R SHEET TITLE 1 y�yJ ` y 12"WHRE ■ RPM'S®25 C-C +GD +331 W I_�+94.2 "- 2 4 SKI 593 YELLOW •9 ." 6 596 imp_ 597 1 TE DIROCT0NA1 r .. MEEa 2 22 FOR CONTINUATION SEE SHEET C-14 EH—I_-ER • A G 4 r. r 6 5 4 3 2 6 1 A=COM F \:, 0 ,0 sa 40 1■ 1 Winter Springs SR 434 7o0-1-1 t I AS 7oD-t-t t t A5 GRAPHIC SCALE IN FEET &Tuskawilla RD Intersection Improvements STA 16+97,366 LT STA 18+17,38'LT / 24"H 12" City W16-7p 24'H 12° ity of Winter Springs V ® �// ® 17oo-1-n l 1 AS �Y,� 3D'H 30" STA 18+17,56•LT �/ 30" 30" 1700-1-111 1 AS STA 16+97,53 LT corvsu 1700-1-601 700-1-501 R3-1 (TO BE REMOVED) E (T0 BE RELOCATED TO ® 24"424' R3 1 ® ST 8+06 RT) CIVIL CNGINttK �H xz4 Vo w j d•�OI SS(R1-36) o(q a i ll f(iH K.z o J y f I r „i 2.Z I I CID IfdOI O Iro w hoo 1 6o1 I 6x30 { (TO BE REMOVED) I 24'WHRE 24 WHITE - CONC.BUMPER GUARD(6) T 56 LT N LOI 6"WHITE + 6'WHITE I O E .. (TYP) J lI I _ 1 111 (Tv I CV' < C fn•A1� ■■®1I®I ' I L. CO +330 I1D 7 ' U r6 17+9s:n 18 +ro ✓ TE D RECr ONAL wI... 1 D LT 13'LT ARROW '13 LT W W I S\ ' _ '.. W xEGIsn,onnx 21 +44• - - WHTE DIRECTIONAL 1 0 LT i 6'DBL:YELLOW ,2 I= LL ARROW ARROW D DIRECTIONAL i • co W I.. :. +33.0 W CO I 24"WHITE T AiNO j 15.0'RT -F1Q �I W III M o hoo-1-sot Ip )II�I C W Imo.__I O T (TO BE RELOCATED TO W z `Q-x J 1700-1-501 STA 20+50,10•RT) III=III z I II JO (III (TO BE RELOCATED TO O III J ISSUED SOx. i; 587 588 589 dOIS 590 A,9+07.13.5 RT) 591 �z)It ) 592 00.-1-sol ' I (70 BE RELOCATED TO STA 18+10,14'RT) 13 PROJECT NUMBER 8113013B77 DRAWN.Y JL R/W CHECKED BB 1eL A 71:7 r 2J N_iD 'B. SBEEF TITLE 'I' ' SNEEF NUMBER ' 5 4 3 2 ,�a�I'.'.'..'I 6 I'' 7 6 r " 6 " 5 4 3 " 2 1 A=COM F Q '.. 0 10 20 40 Winter Springs SR 434 GRAPHIC SCALE IN FEET &Tuskawllla RD Intersection Improvements cLIENT City of Winter Springs R w 00 1 As C°NSU,AN18 17 -1-111 STA 14+81,56'LT E RS-1 ® 1 AS @Mill 1 AS 1700-1-111 1 AS 1700-1-111 1 AS CIVIL ENGINEEK '.. STA 14+01,25'LT STA 14+21,25'LT STA 14+70,4'RT ® 24"424" STA 14+81,38'LT 12'x18" 12%18' BEGIN CONSTRUCTION FRONTAGE RD. /,, rLSa=. STA 10+00:00 12'r6" 12'x6 5 1 f JOIS1 ® 'F I L16-)p�L 1700-1-601 1700-1-601 RP-20-06 CP 20-0' 36 35 30 x30 \ 1-Jl 24"X 12"■ (T0 BE REMOVED) ITO BE REMOVED) 7p0-1-fi0 faillo [ RP-2D-p� RP-2p-p6 L\O 1 / 2"WHITE (TO BE REMOVED) 1700-1-601 ./I ° E 3D"x 30" m o ) o�, A �y J +97 5 Z (TO BE REMOVED 56 LT O 0 I 6"PWHRE CONC.BUMPER GUARD(6') tt \\ co El m ) ) \ I + EX ST BRICK PAVERS -Elk C (TO REMAIN) ���� - ��� �� \ co WHITE i WHITE�2 +73 ARROW DIRECTIONAL c O Ciffr! / i 1 , 1. T✓LT r+97 5 +33 1... R�W jr4'_.. A. 3 5.0 LT 13'LT W ttP' dill_ _ r_ I... - . 6 WHITE HANDICAP PAVEMENT 6"DBL YELLOW W (TYP:) MESSAGE(3') LLJ IA II ,' " WHITEDIRECTIONAL A-INO +960 ARROW 15 0 RT \ L 1700-1-111 1 AS 24"WHITE C 1,II I- '',>4.\,' STA 12+95,9'RT I Z 7 nl I' �} 700-t-5O `, •... J ,....,°w. -wry is `% (TO BE RELOCATED TO d01 17DD-1-601 I ' STA 14+73 14'e) ` PAVEMENT(THERMDPIASTIC ` 583 (TO REMAIN) 585 86 (TO BE REMOVED) V T"�1 PA TERMED 582 ® 584 �� 5< I HERRINGBONE PATTERN) - - 24"%12 30 %30" -1 170D-1-601 Q " E%, (TO BE REMOVEID) _i4 S39°44'16"E BEGIN CONSTRUCTION S . 434 illiN•_llilli 12"WHITE n STA. 581+00.00 Pao�ecrrvune�a AMR., B -II—! R/w vv°J[cT HANDLER RA EJ CHECKED, ESL E , ORRICE.SCALE AND NORTH ARROW EXIST BRICK PAVERS (TO REMAIN) r 2C N_i11 sneer) °1;. 7 - 6 5 L 4 L 3 L 2 L 1 CONST.lIv 5"FDOT maw SDPERPE ttPE 9 -TOP OF CURB LOLAT ON TD BE CAME ELEVATON "'"""" 1 T�. L � l 8'MIN.LIMEROCK BASE OR SEE SHEET T PARK DETAIL CR _ -�' 8"C RUSHED CONCRETE BASE S SDEWALK PROPOSED FOR ASPHALT PARKING—CONCRETE SIDEWALK SIDEWALK INTERFACE PROJECT !, A 1 2 Y :751-! !-� 7 ! Y Winter r Springs SR 434 "7 1 a 1 t N 1 1 f ..-A &Tuskawilla RD -' 11:i T r -f r ` Y d' T IP Intersection mpr ovem ents / / / r 1 CLIENT wM■ -i ///'''''.-..__12",-,,,,,,ED¢ED 1,e -- CiY of Winter Springs `n.Iy_,al,„, u..—'aa SUBGRADE LL I ,A CURB PARKING PAVING PLAN DETAIL FRONTAGE ROAD STA/OFF.LOCATION ESP.) P TYPICAL SECTION - NEW ASPHALTIC CONCRETE PAVEMENT SIDEWALK/BRICK PAVERS CIVIL ENGINEER N.TS. AT HANDICAP PARKING NOTE: N.T.S. ..1N 1 a a,ai.v.. EXISTING BASE MATERIAL MAY BE USED IN CONSTRUCTION OF THE 12 STABILIZED sus6nsE CURB TRANSITION @ SIDEWALK PLAN NT S. EHIST.ASPHALTIC CONCR PAVEMENT LL,,_ 1B J() CONS,i.s"F AVE TYPE W EN ST LNEROCK BASE CDN ST 8"(MI N.)LIMERDCK BASE COURSE DR a°CRUSHED CONCRETE BASE D ?=r d d ---t-I d �'� - w 1 -'t 1 a ;! , r- a -B r >a ld 1a SOLID TRENCH LID -r d d iti d i i _ss= _ �"w„` w� "� D.P., RECiswAnox --_....._,4,.__ BArvD 3/l s"GAP SOLID VAiST STABILIZED 5 BGR 'STAB ZED LID ' ' 1� WIDTH VARIES 15.. 8 8' SEE PAVING PLANS' .LEMOrmi C NOTE: - issuEBrBR.SHALL CONFORm ALL ROADAY THE FDOTWDESIGN AND F2T2500002 COO REDITION).FOOT STANDARD 0 _ HEAVY DUTY UNBOLTED ■11J i„,15 SPECIFICATIONS(2014 EDITION),SUPPLEMENTS THERETO.AND AS SOLID TRENCH LID AMENDED BY THE CONTRACT DOCUMENTS. PAVERS N.T.S. TYPE'F'CURB AND GUTTER TIE-IN TO EXISTING ASPHALT N.T.S. PLAN 12' 12' 1 B 5' LANDSCAPE TRAVEL WAY PARKING AREA SIDEWALK TOP OF CURB ASPHALT PAVEMENT AREA 3„ TRANSITION FACE OF BUILDINGS 6" PrroCECTrvumaER amo®,T 2.0' PROJECT MANAGER RA 1.5"SP-9.5 8' 1' 8' I'LL.—8' BRAWN EV E FLOWLINE OF CURB cnECn®er LaL - — D D2—— OR CENTERLINE OF O.D2 T I 002 --° ate - ROADWAY LOCATION DRAWING SCALE Arvouovm ARROW -_ '"6. SECTION "cOrvLRETE Nis. O SIDEWALK — =! TYPE'F'CURB BASE e1-EErmLE RAISED CROSSWALK DETAIL lT STABILIZE _ SUBGRADE I,I2 LELLIHE,LI_ _ TYPICAL CROSS SECTION ��ET NUMBER '- FRONTAGE ROAD 2 03 shErr Y BE,, _y_ 9,,,,,,LDEuEL+,2.B..E 6 5 4 3 2 1 • 6 5 4 3 2 1 AECOM TEMPORARY TRAFFIC CONTROL PLAN NOTES PEDESTRIAN&TRANSIT TRAFFIC CONTROL PLAN NOTES PHASE R4 TAFFICCrtROLPLAURDY9ODT 1. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FOOT DESIGN STANDARDS INDEX ROD,615.AND 616 SERIES. 1. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC DURING CONSTRUCTION N ACCORDANCE WITH INDEX 660. -- 2. THERE WILL BE NO LINE CLOSURES ALLOWED DURING THE TIMES PROVIDED BELOW.LANES MAY ONLY BE CLOSED DURING 1. INSTALL ADVANCE WARNING SIGNS AND TRAFFIC CONTROL DEVICES PER FOOT INDEX SERIES DOD.613.615.AND 616. - - ^ 2. STAGING OF SIDEWALK AND CURB RAMP CONSTRUCTION SHALL BE EMPLOYED SO THAT SIDEWALKS ON BOTH SIDES OF F ACTIVE WORK PERIODS.E FEET DF A ANE C OS INTERSECTION FROM 7434 F TO S.AD P O J.00PM AND NO LANE CLOSURES 600 SERIES. NOT CLOSED AT THE SAME TIME BETWEEN]SIGNALIZED INTERSECTIONS IN ACCORDANCE WITH THE IND. PUNS U NT 2. WITHIN T EASTBOUND SR 439 AND TUSKAWIL RD(SOUTH)PAVEME WIDENING.CURB RAMPS AND SIDEWALKS PER 3. MAINTAIN THE POSTED SPEED LIMITS(SR 434-M.P.1.277-M.P.2.020)(45 MPH)DURING CONSTRUCTION. 3 STRUCTURAL COURSE R 434 EASTBOUND AND TUSKAWILLA RD(SOUTH)TRAVEL CANES UP THROUGH THE TOP OF THE Winter Springs SR 434 &Tter Springs RD PASSinENGEx NO TWO CONSECUTIVE Bus STOPS SHALL BE TEMPORARILY RELOC,EO DR REMOVED WITHOUT APPROVAL Intersection Improvements 4. DUSE NA PORTABLE CHANGEABLE OPERATIONS (VARIABLE)MESSAGE NON(ROBS).S DISPLAY R15005K IN ADVANCE OF THE NLANK CLOSURE 4. PLACE TEMPORARY STRIPING AND RPM'S PER SIGNING AND PAVEMENT MARK INC.PLANS. .PIM- AREA. 4. THE CONTRACTOR SHALL NOTIFY 6007, AT LEAS1 S CONSTRUCTION TO ARRANGEA PRE-CONSTRUCTION-TRANSIT ROUTE/PEDESTRIAN ACCESS SAFETY MEETING.THE THEMEEr MEETING IS PHASE II(SR 434 WESTBOUND AND TUSKAWILCA RD fNORTHl [LENT MAKE ANY 5. MILLING OPERATIONS IN TRAVEL LANES SHALL BE REPAVED NO LITER THAN THE DAY AFTER THE SURFACE WAS MILLED. DETERMINE ALL ORUREMOVALE OF BUS�STOP SIGNS OAND FURNITURE.NECESSARY A.BENCHES,SHELTERS.FOR C,REROUTING AND 1 IN5ATLL TRAFFIC CONTROL DEVICES PER FOOT INDEX SERIES 600,613.615.AND 616_ City of Winter Springs SIGNS AT SR 434 6 CONSTRUCTION WRHSTHEEFOL OWING MESSAGE: AND END CONSTRUCTION 500•BEFORE SIGNAGE(14)GAYS PRIOR TO 5. BUS STOP SIGNS WITHIN THE SIDEWALK WORK AREAS SHOULD BE COVERED UP DURING CONSTRUCTION_ 2. CONSTRUCT WESTBOUND SR 434 AND TUSKAWILLA RD(NORTH)PAVEMENT WIDENING.CURB RAMPS.AND SIDEWALKS PER PUNS. MESSAGE 1 MESSAGE 2 6. THE CONTRACTOR SHALL COORDINATE WITH SEMINOLE COUNTY SCHOOLS AT(407)320-7521 PRIOR TO MILLING AND RESURFACING.DO NOT DISTURB TRAFFIC DURING DROP-OFF AND PICK-UP TIMES WHEN SCHOOLS ARE IN SESSION. 3. MILL AND RESURFACE SR 934 WESTBOUND AND TUBKAWILIA RD(NORTH)TRAVEL LANES UP THROUGH THE TOP OF THE SR 36 MAY BE CHANGED AS DIRECTED BY THE ENGINEER STRUCTURAL COURSE. ROAD MM/DD 7 DURING CONSTRUCTION, CONTRACTOR SHALL CONSTRUCT TEMPORARY ASPHALT CURB RAMPS TO ALLOW ORK 4. PUCE TEMPORARY STRIPING AND RPMS PER SIGNING AND PAVEMENT MARKING PLANS. CONSTANTS CIVIL ENGINEEK PHASE (SR 434 AND 7 PRIOR TON CO LSTRUCSOGEWIGNSEA FOLLOWING LLAESSDAGBEGN AND END CONSTRUCTION 500'BEFORE SIGNAGE(14)OATS 1. INSTALL TRAFFIC CONTROL DEVICES PER FDOT INDEX SERIES 600 K D) AND 61} MESSAGE 1 MESSAGE 2 2. PLACE FRICTION COURSE ON TRAVEL LANES AND TURN LANES. TUSKAWILLA BEGINS MAY BE CHANGED AS DIRECTED BY THE ENGINEER 3, PUCE FINAL STRIPING AND RPM'S AS PER SIGNING AND MARKING PLANS. ROAD MM/DD WORK B. CONTRACTOR SHALL COORDINATE SR434 CONSTRUCTION ACTIVITIES WITH ADJACENT FOOT PROJECT(430675-1-52-01)IF CONSTRUCTION ACTIVITIES ARE COMMENCING AT THE SAME TIME. REcisTRenox ISSUED FDR RR PROJECT NLIMPER 803013R77. PROJECT MANAGER RA JL CHECKED JBL 01,4101.SLALR PM NORTH ARROW SIL EEL TITLE C R A IF'41-12 72i4NIFJL EHEET'9MF: • G 5 4 3 2 s-+zoom-_.� ru 7 6 5 4 . 3 . 2 . 1 AECOM PROE. Winter Springs SR 434 &Tuskawi Ile RD Intersection Improvements WINTER SPRINGS TOWN CENTER _ rtcFF^ TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE PLAN PHASE Winter Springs Ci ty of.., ,o ,m. 1. INSTALL ADVANCE SIGNAGE AND TRAFFIC CONTROL DEVICES PER INDEX 600 AND 605. 2. DEMOLISH PHASE I AREA PER DEMOLITION PLANS. DURING DEMOLITION OPERATIONS, A 5—FOOT STRIP OF EXISTING CONSULTANTS SIDEWALK ALONG THE FACE OF THE BUILDINGS IS TO REMAIN FOR FIRE SAFETY. ALSO TO REMAIN THROUGHOUT THE CIVIL ENGINEER TOWN CENTER FRONTAGE ROAD LOCATION IS THE EXISTING 5—FOOT CONCRETE SIDEWALK ALONG SR 434 UNTIL COMPLETION OF THE NEW TOWN CENTER SIDEWALK CONSTRUCTION. UPON COMPLETION, REMOVE EXISTING 5—FOOT CONCRETE SIDEWALK AND GRADE PER HARDSCAPE AND LANDSCAPE PLANS. 'aeaue"� r Nao� avow N� 3. INSTALL EROSION CONTROL AND UTILITY ADJUSTMENTS (SEE DEMOLITION, EROSION CONTROL, AND UTILITY ADJUSTMENT .04\ o. PLANS), AND PROPOSED DRAINAGE PER GRADING AND DRAINAGE PLANS. Alt 4. INSTALL SUBGRADE, BASE, CURBING, AND STRUCTURAL ASPHALT PER PAVING PLANS. 1700-1-601 �14. (TO BE REMOVED) �! Sj � 5. UPON COMPLETION, INSTALL SIGNING AND TEMPORARY PAVEMENT MARKINGS PER SIGNING AND MARKING PLANS. TYPE III BARRICADES (6') W/ROAD CLOSED SIGN RE�s.RAro, CHANNELIZI NC TYPE III BARRICADES (6') 700-1-60 DEVICES W/ROAD CLOSED SIGN (TO BE REMOVED) II, ____. ..�. .-sn∎me rw■ a a �.r4. I�®P�������I��iov�o®s�■.I.■r�.wiwl■wI�mumEII III®�I s „1,41*. JIWAAr ter 4 0 3 EXIST. SIDEWALK TO REMAIN) ...___ (SEE PHASE I, NOTE NO. 2) .,,. _... .. _.. 587 588 589 590 591 592 593 594 595 596 597 I __L. I ''.1 I I I ', I .:I. PROJECT HUMBER 0090.77 _ _ o PROJECT MANAGER RA NL oRawx SR JL CHECKED ST JBL °PAVANE SCATS AND NORTH ARROW SHEETT LEA ':;FIITF `-A EBB _I1 TI'.., TIC sREE.NUREa F „I'.,, IJ n. 7 6 5 4 3 2 1 �,�.... 6 5 4 e 3 e 2 e 1 A=COM Winter Springs SR 434 &Tuskawi Ile RD WINTER SPRINGS TOWN CENTER Intersection Fmprovements TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE PLAN ._... PHASE I City of Winter Springs 1. INSTALL ADVANCE SIGNAGE AND TRAFFIC CONTROL DEVICES PER INDEX 600 AND 605. 2. DEMOLISH PHASE I AREA PER DEMOLITION PLANS. DURING DEMOLITION OPERATIONS, A 5—FOOT STRIP OF EXISTING SIDEWALK ALONG THE FACE OF THE BUILDINGS IS TO REMAIN FOR FIRE SAFETY. ALSO TO REMAIN THROUGHOUT THE oHS,AH,� TOWN CENTER FRONTAGE ROAD LOCATION IS THE EXISTING 5—FOOT CONCRETE SIDEWALK ALONG SR 434 UNTIL CIVIL ENGINEER COMPLETION OF THE NEW TOWN CENTER SIDEWALK CONSTRUCTION. UPON COMPLETION, REMOVE EXISTING 5—FOOT - --- --CONCRETE SIDEWALK AND GRADE PER HARDSCAPE AND LANDSCAPE PLANS. 3. INSTALL EROSION CONTROL AND UTILITY ADJUSTMENTS (SEE DEMOLITION, EROSION CONTROL, AND UTILITY ADJUSTMENT PLANS), AND PROPOSED DRAINAGE PER GRADING AND DRAINAGE PLANS. 4. INSTALL SUBGRADE, BASE, CURBING, AND STRUCTURAL ASPHALT PER PAVING PLANS. 5. UPON COMPLETION, INSTALL SIGNING AND TEMPORARY PAVEMENT MARKINGS PER SIGNING AND MARKING PLANS. TYPE III BARRICADES (6') a�srawroti �VV/ROAD CLOSED SIGN CHANNELIZING •• rDEVICES . CHANNE LIZING DEVICES s uWo•=® 0111 ®i� IM�M =il I lib 131 ki I 4\ 1 TYPE III BARRICADES (E') \EXIST. SIDEWALK TO REMAIN EE 582 583 584 W/ROAD C�g�ED SIGN 586 587 PHASE u, NOTE 588 2) 589 590 591 592 593 PROJECT NUMBER 0090.77 PI JL SNEET TITLE A EBB 1,E,B T.., TIC suss.uuxeEalF�.CI�'_" IJ 7 6 5 4 3 2 6 5 4 . 3 . 2 . 1 A=COM Winter Springs SR 434 WINTER SPRINGS TOWN CENTER &TuskawiIla RD TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE PLAN Intersection Improvements PHASE I City of Winter Springs 1. INSTALL ADVANCE SIGNAGE AND TRAFFIC CONTROL DEVICES PER INDEX 600 AND 605. ,.:....-.:._,„., 2. DEMOLISH PHASE I AREA PER DEMOLITION PLANS. DURING DEMOLITION OPERATIONS, A 5—FOOT STRIP OF EXISTING SIDEWALK ALONG THE FACE OF THE BUILDINGS IS TO REMAIN FOR FIRE SAFETY. ALSO TO REMAIN THROUGHOUT THE TOWN CENTER FRONTAGE ROAD LOCATION IS THE EXISTING 5—FOOT CONCRETE SIDEWALK ALONG SR 434 UNTIL CONSULTANTS COMPLETION OF THE NEW TOWN CENTER SIDEWALK CONSTRUCTION. UPON COMPLETION, REMOVE EXISTING 5—FOOT CIVIL ENGINEER CONCRETE SIDEWALK AND GRADE PER HARDSCAPE AND LANDSCAPE PLANS. --- -- - 3. INSTALL EROSION CONTROL AND UTILITY ADJUSTMENTS (SEE DEMOLITION, EROSION CONTROL, AND UTILITY ADJUSTMENT FL PLANS), AND PROPOSED DRAINAGE PER GRADING AND DRAINAGE PLANS. 4. INSTALL SUBGRADE, BASE, CURBING. AND STRUCTURAL ASPHALT PER PAVING PLANS. 5. UPON COMPLETION, INSTALL SIGNING AND TEMPORARY PAVEMENT MARKINGS PER SIGNING AND MARKING PLANS. TYPE III BARRICADES (6') TYPE III BARRICADES (6') W/ROAD CLOSED SIGN aE�S.RwroR W/ROAD CLOSED SIGN CHANNELIZ INC _ .DEVICES lido.ea AA.A.AA-AA.A .IA,4414.E®41_11' ` ��ncvicoPAOoavnUrW�r �souw�AucA� ,rr ISSUED FOE EXIST. SIDEWALK TO REMAIN TYPE III BARRICADES (6') (SEE PHASE III, NOTE NO 2) W/ROAD CLOSED SIGN SHEET PROJECT HUMBER 0090.77 PROTECT MANAGER RA DRAWN SR JL CHECKED ST JBL TILLS A r.11� I1 TI'., TIC SHEET NURSER 7 6 5 4 3 2 1 ,�,�....n. 6 • a • 4 • 3 • 2 • 1 GENERAL NOTES HARDSCAPE NOTES STANDARD DRAWING SYMBOLS A=C0M I. B OF T.STE N.M.FNBH GRADES FOR P.K. , nE ME W..SIDEWALK AND FINE.rseDEE FOR _- --__- LOTS RDAMA 5,SDrwALK AND FL..ARE.. PARK.LOTS,RDACWAYe sm..AND RANT.ATE FEEL 3 A.PLATE AL DR TO 3m„ A D IP TD MR RE 2 nE OR SHALL BRA E FAL 03 TN,.FRFR CT b OR 011 DD O,ru , 0...EAT NULL BE STAKED IN T.NOD rce 1P 51010 a.rue wuaes Rw0 ENTAT 1 PRA.To Hsi.RO`r, OF 05630 00,0 STEEL FOR eutD�.3 BY THE arErseAN�wl,utE a STEEL ELEVATION DETAIL REFERENCE CONTRACTOR Su.Pao vERIFY L . A OvErENTS FROR CONSTROTDN ALONE.HA..ADNGTED 11.APFROvAL!O ACCOnDDATE 0..6 SITE AELE-ENS COLA ,O1 ALL T.STEEL SHALL COKORM TO ASm A GRADE B IFr•.KS4 TO urtA..ax.rOe.RrT1u SLOPES 03 WALKS TO BE NO 3150 THAN FREDPEERWuNT uULLEOE EXPRESSLY OT ER.EEA.�S..s�E MELDED 141005:E1000 LOW u1Drexw ELECT..S1 Al.FE.1ON¢crrns /\1�-\' Detail Number a LOCATON,ALL STILTED A.BASE mr-ce-valow 6 APP....CONTR.TOR.ALL,RFr ALL WALKS NOT ND ExCEED.3 PE.E.SEE F HARD...0.111 S FOR FM.PATTER. Y .STANDARD SEW.N`BLED.CO.TR5TONO.WALL Sheet Number IT , T T DYERS R .AFC,OR BELM GRw.D TO SS ANERCAN 5EL08 SLOE. FOR REPAIR OR REPLACEMENT OF AMY DAN.E TO EXIST.aNERSREF�33NTArvE WALL UA „E RGM.AT ANY srACEar IE aERATae.r4 REECr ANT AND PROPOSED FUILALL CNSTMCT CR RBIv A ANDCTED BY YTE C.M.REFRE33NTATCE PANELS DEFECT. 04.ALL sr.TORELE03 ONE SHOP COAT.2,13 OW FE.TO.CHUP COAT a,PROVED PANT. Winter Springs SR 434 ALL WORK NE. ERAL w4C0 N N6 OENDN DO.FEET NW THE RErN3REYEMS a,HE.RA.AND rm,ED 4ASERS04 SECTION DETAIL REFERENCE &Tuskawilla RD Furore. .BOLTS AND 11816000300 FmTEN.. ALLEE Hoy DEFERGALVaNEs CR A co... ME 599010403106 Detail Number Intersection Improvements DrE1 6.Alm EXW WING 00301,0301 SHALL EE 0ERIF®BY TIE CONTRACTOR 01433 EEFOrg 6rANr ALLOY srRCnwAL ON.03945,ssm A3>,s OR Aan SOLrs a TIE arErzuN 301113/5 eF STEEL r 011540100 Sheet Number .rlO- o.A..F..B N THE CCNFRClaN DRAWN.A. . BIDS 345100 CONFORM TO AVM A36 OR A302 NIREADED RODI. I E FE.C rt d e1 T Ar S REFRESENTATNE. ALL aN:Hae CONTRACTOR ONTO LDI0 9u LL 0 DYS,!O NE TE EINFDR,0E 015053 FOR To LWABLEW LS,ARRINIDG v�4#E C...OF 2 BLS TO TO SPE.CA,DN FOR nE.5GN P.R...AND ERECT.a SEMCERAL suurrr 6.PPRROT.c e I.o nrFnwr�s, TOES TO BE UV Y e MN.. L 31 ERECT ac es CODE OF STA.A.FRACT,FOR S.EL MI..A.BRIX.ArmnAL. /� GENERAL DETAIL REFERENCE City of Winter Springs 7. RE CONTRACTOR elALL COO,.ACCESS AND STAG.AREAS DITN T.O.ERS REPREMEATNE T. CHAPTERS MO AND OFAO55ax F ELAwOOLLOIN FOOT.a TO BE N COFLA.E WITH THE APRLrea,: CETERA 501ISF.TOIL ARCS,ERA.TO SE PLUMES.ARE AND 103 TO LRF d3D LEV¢.CHECKED -�yDEIAL NAME Detail Number ro maNEE A0ER33 rmACTS 1 ACCORDANCE FINES IxF vim' Sheet Number IS APR rem REAL STATE A.LOCAL ..I PPASSS.A g0D SHALL 00.01 PLACED rN COWAN wlr n1 LAVERS NOT...,NG ao BWARGE,Alts e.RFnnrvG IF uEa39AR.. 1.1.1.OF HOLES 6 N.C.CA.E FOR REM.. w ALL FEDERAL a DR CLAY PdRT a. .Mara..SMALL BE MACE WIT.,WRITTEN...ENT OF nE C.ERS REPRESSNTATVE.OPINE nE NCNES L.,EAw LATER 6.0 RE S.6renATrALL.A.wFCREIL.cor..N FEE YANNER AMA TO THE ss GRa.,MAR ccuuN BATE FLA,ES swuL BE v1NeuRINK GRON,6oOO Psi ALINED,, NB.,DC.wa TE HAER. ALL BE REM.ED DAILY ER.THE ErE. DEGREE SPECIFIED FOR TIE Nfuc6 Sou. � a HOR SHALL BER 000639 FOR ECNEWL.A4D CODRDMA,CN 01 WORK Onu OILER TRADES rare 5850 �T00 FC0 ENLARGEr1ENT PLAN ENLARGEMENT REFERENCE corr.... E A.TIE axeR's RE ATNE 5 SIPLC0RAL DCNCRE1 g N.D.F 01500 sLELL ro RE REELrgrTENr6 0100 30 A .ALL ATTAR d ALL ume00 wOU.«01003?reucw PL,E 1010E EEC OR BETTS.cR Az.ECIFED ON ne ceADIA.Kon Detail Number Mr.CONP.SSVE E 69 FOR LORLAR 00 NOTED TO BE N CCNNPR.,:E Wru VALiES L0,ED N TIE NATIONAL FOREST 00009,3 . 10..E.NTPACTOR SLALL WAR ALL I.ECE.ARI 111180 FEED RERFCATa1 a ALL WAR 4,m NTILnFS. mnPANE6 as IRS MNN,r,P11R,4 Dr.Ar.FOR ON-GRADE SHALL ATTAR A 111.Nn ORIARESSrvE S.RENG.H N a DA.a 1500 PsL 51�mA,DN of T c , y'°aN`o,.E �OIER',�1 ! c GRADING MILE Sheet Number 1:61.or ROADS PAWNS LDS.CL00b FETES Sam,0ND 03363 ELE,ENR 10181514 SHALL. a'G7HCRE10 54-4 PLACER L4ALL HAVE d YAxnur sump a S NOES 0110 A rLssr OF S rn 055cewral T L "`LY PROTECTED FROM ANr DAMAGE wES6 oTHEmuLR NOTED. IL ALL REIF.C.ID SHALL CaPORn ro.716e FOR GRACE 6G STEEL WEB WIRE E r,ESH TO A.AW5 TE ANL ACC.CLOSER THAN F LANDSCAPE NOTES ANP� vEBIPxTDAnE RS�D THEE.a N R wms 690 ceewNGS a1 LaA,nN a ALL ENeECCED erre � � ENURC.ENPNIr DETAIL ENLARGEMENT REFERENCE eau As PPE sLEEVx,dlrl `�.,s,E.PrznR ro 005194.CONCRETE. WrN,NE AMERCAN WOODS EMRVE.STANDARD SRC cR 99 LDA,E `CATIO.T Detail Number L S.A.AND,._5..ACE UTU,g. n4RErB8NEFRNG 000001 r0 ASCOTS lwR18,aY FAMLWR Wm u.s5 RENFCSerEN,FOR CONTN1M)nromBS ALL BE CONINE.AND'PLC.1.4 A ru13o.N04,P. T Sheet Number 2_,,,2i OATEr9RY 12=522 3 RE RANT ralAATT..3.ON.E LANDSCAPE CONTRACT.01.11-15 ARE foR...NEALE oF 7. N.PROTECT FRESNO PLACE?CORE.R.21...E+E 0.-MG A.D EXCESSIVE COLD OR HOT TEPERA,LRE8 ..SCOT AS FREE WATER NOS Dra...F.M TIE CONC.E SIRFFA PFP ROC.ANp Ca1TACT CR ML.�MLFE L[61 Of_fa ORE CO▪NIrE..100 Of UDR, ARCHrEa FOR CLARFOaraI PRIOR TO 3a1mACT auarm a.D .3300.83010400,BY MOST CIR.BY MOE.N.R5TaIN. 0.40 W O MATCNDNE THE COVER OR.OR BY COB141CN THEREOF. E. SALTWATER SSE,MARHE PEES LC, �ASO O O 3. ALL CONTRACTOR WALLA.,.PPbelE FOR OVA..ALL`PERMI..00..W.7 c EE E.NE FOR..MINI.CO RETE....wdLL BE PRLroED FOR,NE RENF0.0-ENT c HAT.THE CONTRACTOR SHALL CONFIRM TIE AVALGBLIIT a ALL THE sFECFED a..BETE CAS,AGA.A.FERMANI NRY EXPCMD TO EARTH.3 NC 5. I G T DDPFED PW�D rvETE NG AST, A. FRCP TO PLANT w OF TREE na,ERUL AND SPE..PLANT TIATERIAL TO,FE 9 516 TYPE 304 CR c ONERSARLPRESENro.i.EaFOR REVBUr AP B LAR(£R 1 K,® O EARN uEA ER+6 BARS AND 5122£0 L2.C,ES:516 BARS AND B. AEOVE STAINLESS fiR^MD 5[REUB` S BOLE ll 3WASKiG M career WITH NA FORTIED CONCRETE 1.0.0 NS.SlM.CONT..555 5001E FE.CREASED 6 NECESSARY TO H H I C..x YECH ANOALLY DEP.ITED I.TEET.B 0001 mm - OEN.ITEM FINISH REFERENCE S PLANT VERnL PPLareri s CIFED Iffi.NBL a POST NOT DIPPED GAL.NEEO.. .Hem A. See Finish Schedule CCM.WITH THE LENTS AS SFECIEEn,EREN E LEPERS A .�urTSFN OF COO PR eR nasouair...ALL CaroRY TO AS01 C 63 I.SIRE.r Y W� C. GW NALS G.11 Al. WILU ACC, REFIRE...NE RE.R,5 THE MEW TO FLED Mk SPEC'ED IMM.NANCE DEL RENI6PECSD AND FOUND i0 BE AmEPlAGE NOFSIRCERAL NI.,...FER 70 D...FOR SP.FC TYPE OF BRCK MASONRY LA.aIT PATTERNS. 0 GI ANU&?a FEEL..3..3b uG 000003ATaS 118 D. ALL PASTMER9 FOR NGRI30L4103ATER CR MARIE AFPLYATOe T sPEG,Arae FoR`Rm,IREre. APPROVED FurvrrvG SOU nrcTUff FOR ALL PLANT rwTE1N1.SEE a la 11.01,7 CCESTRICTICN AND MA.. COMMITTEE WC153o...Dee..6aad.P,LEL.DDBY,33...6TA.OAR.ONE AA AL...Fore AND ANeHtsLrO 33 eo61a OUafltT TAG 35 5135305 Guertly OR SHALLL.RFSPO ABLE Faxs,ABLIrc A.PLUMB COW,.CF ALL FORE OND.R AND Symbol RE CALL ER D1d R DRAG NlE�dD PLANTERS Art FL ALL MORTAR.ALL.NPEel CPSI ACCORDANCE W.ASP1C2ro ONG3 A N WITH EE nBrNtDGxET.ss, D BDLZ3Rm,R FP.D.ADEpA,E DRA.GE TO ME C.ER5.F CRF MATN� `L OMIT RFLOf1ENDA,10N5 WR TO..Tn c SHALL.ATTAIN F CO..,s,GRE.TU OAF BOO PSI. of n MPEa N COKLRnMICE WITH µ.R.1.0 M AO DEER TO P�'J'..AT G ANNO ACTON r2R,H r,FOPRELE WA6HERl,&SHMCb,arL bEET 516 D.FED Sm W SLOPES GREATER nIAN 31. 24 CONCRETE 003 N4503wNiYG BOA A6'NIDr.Ar TO 45 A....6.6 AlL` `3Li085000064ISLa SPADED F6 FEO a ASLI SUIT E350TE9 v IL aE.NTR.TOR 2.,ENGAGE A C.LIF.ME.6E.ILIO.....,COPPLE7.7.E APO 5301 CO.RETE SNITS SHALL.STO.D OFF OF 7.GRAND SURFACE A.COVE.D l4LLEEL,T FROM El eN O1 INDNDNLC0R0ENrs 5821.8 v.'1'.Aa1 PROTECT.a1 TREE ReN+M.w,N+FVE.FARS CR rroRE RAMP.,O PERwRN THE FOLLw.WORK- OF FELD COND..AND DEN.a CON 0.... .BEES THAT ARE TO RP.,IF RE....Da.CTED ei ONER6 . Cxay FAEReATION AMA NSTALLATOI OF PRfuST/E1ES C4waEV5 x000 CaRLY WI.AFPLCABLE AC, 14150 F. RFREMNTATNE .L.B.PERFORM nertAL P..OF BR.O.A.S.11.101.1.7 FOOT GRAN.WEBS RGrwm r4 FLASH.A.ALCIED ITS s PRO.EVILER BE' o AS,Enasa Rr PROGRBw.s.�ALL.TTING �I°nsm s,AwAras. ,J _ 01.SHALL BE DOLE BY Its FOR e,„AMA AFPRwAL B,,e„esRs MASONRY CRAFTS.WIN NHS..SA.C. FERF4xM TREE REP5,5 wxK Fw eeeee,,N„,„„e,LEw m3s,Rer1DN K THE e,„.„5 O 010E OE AU„„re unH COCKER MAXIMUM Aar°o seAUUI. REPPESENrdn,E PRI.TO manual.A.wlALU,nN T a ONTRAC,CR SHALL PROVIDE TEMPORARY RREATCN SYSTEM P.RMOCATED TREES COLTx 6 SEALANT ro�iYaEETCN TLr,LDR 50.E PAN..POLY6ttfENE EIAN TO.I FCF...VRGN EPS FOR PER"E,ER WGL CAFE AND P.E,ER APPRO.B,nE aL,ER5 TaXBFC..ea-N a r2ATnN TO Tgnad AS SHdLU ON DRaLws at BY nEaus HE...ALL ALSO. a.M ALL�C S,STARTING dl THE FOMDA,DN ADJACENT CELLS TOE C Ca NE TO BE 2 xE DE..vReN EPS FOR ENT.5.,WALLS.COLA..AND GATE IF rE�ND SHAPE� EB3A5 OF EXISTING VEGE,dlW 45DREC,ED BY DYERS 33A0 DRIS SHALL.316,10.3•eATax ,E em shNTS SwuL BE SIB Is xTUCKTE33. A REP.SEN,TATNE.C S ARDMDEX6T.V.ETATON 52 Pa.IRETNVE xAFm werING.NFt.wAnINnm AVERAGE TNCKNt55a meO HIES. ArEADENS E,c...TED Wnu TIE WORK. WAFER 515 Ar.RE BAF96Wtr-AcT NT2MWLF_a 93.EIiOtt FRYERTOer dFPLED Ort6x EM'S6aaa2AREAa HARD COATED PPS. SEE SFECFCATge ELR ApJIRTCNAL,-c,9TNG RErdINREiEN915 M..LAP AT ALL SPACES OR DCUm5 WALL BE 30 NC.5.LES5 ORERW33 .E.E OF RE PRATED RzYLREFUANE 2000 mar as FSVEW A.AFFRWAL D.DE T LOCA REPRESENTATIVE PRIOR TO H..N..T MJ FOR T. NOTED ON T.CRALINGS. RUNYE.E3 BY.E MANSACTWER ..GRADE,ACG�.TG„E g AA 8.0.1.....ACCOTTRE.IN a FOOT LIFTS...LIFT 5.,.N.UANCALLY W AS TOO 030VEDN ACOLD 5031 W.DA1E516 951 ED.AP*5 NTO R R T ...AND STA G FOR RIR.'RANTS.POL..BAY,FE FLORIDA DEPAREENr OF Ar..'ll.. CON...SERVCE9 E uA46FECIFED.ALL,REEE SHALL wvE51 .0011,14. SHALL PE 6,tN-FEED mau nEIGP OF T.MASONRY UNIT I.Irz TO FRM.dKEY FOR aE6Fa'EM FHOAECrrvunrtP 5o3o5sT, . 3.NCR.21 I.PPLACEDT ...OF THE TRUNK MAO HSP e AND n.TIE CONT.. CELL AREA.ELL TO RBEIVE GROUT..T BE LESS NL414T X 3'. 0x311115 PNPL� N� .3W,a,TIE LAADa3AFE P..NG PLANE WEN RDW4IAL P„NTS ARE DEL. D. F ETO o BLOCK PLACE.EN,PR CEELw MORTAR ORDPPLM,MUST.KEPI OUT a CONTRACTOR NOTES: DRAWN x. H'P IE30TC AS ROCA,ED ON TIE PLANS EEOR TO GEAR,RINK IC.GRAY 5 0034 CR O,ERALL ��wHCU ! CHECKED er TIM HEGHT0.0005Pm5Im03NEPLANTLIST _ _ 6 FR�.D.re GA,R.TAPE RENE..xE,ERTGTOEn3403Ea R,FaIRTHDa .FORBRUEN..991 00 NOT LAN NOT ALL ITEMS SHOWN ON THIS SHEET APPEAR IN 1154V.SCALE PMNoa1 43300 Z • `� ` 0TOI�FII" COMPACTOR SHALL FELL R, ALE A T5 08?D6R TID TO ROD 3,012 DR THE CONSTRUCTION DOCUMENTS. COor6rw.FR O�E`Eq�MAT WA,ER.B N ALL R.N.A..,Rmd 400 cF NE 5x41. CST ,, UNNL mNS,RCTON A0LEVE6 nSPROPER 3,RE?....ALL BENE#559045001+a 145 AS NOTED OR EUALLREOR4OS ALL ARB,5DIFIREEDB,91401.1.AL RELOCATION A0000RUSTALLA„M, ........... CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL w 70 2 WORK OR DA00045 SU L PLANT LACE.ECU.SEE AND OA2m ANY A.ALL EXIST.mew MA,FRAL DS.BED FAZE..TO mAn4G...,ENICENENT...F A.OTHER nom:213SSTRATB uFULLY PERMITS RELATED TO CONSTRUCTION INCLUDING,BUT EIEEr➢TLE AL RELOCATON a..NereLLaraN NOT LIMITED TO,BUILDING,LANDSCAPE,IRRIGATION STANDARD NOTES 2a.CONDMTE�TMSu4LL500 M...ONFROS 6.,BE 61801EA AND PraPAR.IN 61RDT ACCORD*.WTH RE &DRAWING SYMBOLS f A a E,OL° .DE9EEEN..LEDAD8,0O.AL..EP DATE MANIACERE RSAPPLCATOMPREPARA TVANSTR1„3.6.N AND RIGHT OF WAY UTILIZATION PERMITS. SOK OR DEAD PLANTS.AND ANY D„ER CARE AEC..Y FOR TIE PROPER eeount a ALE PLAIN MATERIAL. 30 WATERPROD ED AND,RED N STRCT WIM,NE SNEElNUNISEP a.0054003451040 O AP O3 N e CTD a �TAMAL3a ET ALT E D A BE I 4nIRFREA.FLO`T'DNN0TR T.S.. ALL STRUCTURAL ITEM SUBMITTALS SHALL BE HELD nE CCNRACTOR Sulu NOTi NE 031ER§03m1BLrATNE TOR SO OLLINT nE 3191000 dT LE,ST IY 6E�E<,mDAY''''''IDTHEdmeRAFEDIN6PE''DNT �aALPLAINMAreRNLIaRAFER�a WATE.T� 5 SIGNED&SEALED BY AN ENGINEER REGISTERED CONCRETE RAYST ATWLLND!.T.CO DB.00.0800151443 IN THE STATE OF FLORIDA. N-�1 frONE 1000 3500 DATE a BPSTANrIAL mTPLETDN MAY 50.41E EBBED 5Al,REEiED INN CENTER DDDJ i1 T�EU W�085158 OSPSPLTT ENE 21 mmRADrOR„ST APP.,ALL GRADED AREAS PRIOR TO S E m,EN EEM OF PLANT.. s a__,.' ,u 7 . 6 . K . 4 . 3 . 2 . 1 r 6 5 4 3 2 1 e ECOM { ,,r• d .� _ 0 ,� m PROJECT ..._. ,: � Intersection laIPS SR 434 MIIIIIIEIIIIIIa":::1 �� a ,°\-::::,,, L i♦ � , i. &T mprovements s P 9 ° _.. ., , ,„ City of WnferS rings P r;�ir -+,aw V ` .'`; ' – is —(!)BCEW6LK DEraL E \ \/`� cowuruuTa \ \ <7 \ \ U \ \ \ T REGISTRATION \ C \ \\ igum soR. -..11 1_\ \ / JJ. \ , '\ ■ p,,,,13 \/, , , . 1 \,,, / . ./- / i PROJECT PRO,EL.MANAG� eo3oesHBP iwecneo ev TM urtIw uaRaw SCALE AND 3 SHEET TITLE HARDSCAPE F A PLAN - SHEET NUMBER I HS-01■ ,t1 of a,.. ,. 6 5 . 4 . 3 2 1 r 6 • a • 4 • 3 • 2 • 1 A=COM PROJECT Winter Springs SR 434 &Tuskawilla RD Intersection Improvements -Er r r rlo ti' 5' V wvI Ci Winter ty of Springs i r 1 1 1 CROSSWALK PNSR<£hPNT4 1 � J ...TA.. E Ir I :- 1 ■ a \ 3.' Y,. \ , �__— to 4 PLccc ENLARGE rccr aat am& '* \• pgh \ Vi �e..' S'�I \ \ I A I 1 Q 6LEWW_K PETAL PEGismnnox l �; v .,N.RP `) �v AGN POLES.STAKE LOCAT4'' I I v <a - \ Y Cltt PRIOR iO fKaiALL4T1'M 7 rl \ L C TAIL IB�N SIDEWALK AT 8LPG PETAL so.. © )I ' ' �©„ • TA PLAN \ iguEO EOw. GLIM BEE ELECTRICAL WIGS _ i I��- V i �1 �iO wO CAL GU'b !-- -,\ '57f \ \ \; .-J ■■■.—. MENAM EMENEMME I 11 / r y I 1 ...-rsol�apnorimo-,,lm -••. k'y 'mot�' 1 YY 11 a \ - I %,___e_Pr 111111kNile:;:' z3 r " '�;. J E g 1111'": "� i ■®■�!®®■®■®■®®� F ® PRO,E .��� ao3oas as LfcOwrcN Fa �: ; I�'i7 ITV.OF 24) STNTHETC rIRF` N Oxawn ev NeP �y 2 FFDLWN PAVERS.., ..., ... .. ... , •. ,. _........,,,, RELCCATEO FOUNTAIN •.•.•." BROWN CHECKED,, TM ,,,,, ,ro 2 E,aCCANT vFoa �' 0 '� , , , .„,„ , = i . Ilk ; SLAT PROAD 434 aNPA Ems i `i pUNTLE SPEEF In 3 DSCAPE F A 5 seEErrvuMrtx 1 ® ® ® 1 - -- - -© HS-02 71 O �E z of a ° 6 ° 5 ° 4 . 3 2 . 1 r • 6 • 5 • 4 • 3 • 2 • 1 A=COM F PROJECT Winter Sprngs SR 434 &Tuskawilla RD Intersection Improvements susrA ° City of Winter Springs CONSU_TAPRs E ® ® CROSbL4K ENLARGEMENT ® O fi' `\ I \ ,& & I■I�I.`,® rR24gU)dLK DETAIL ;— --,�$maUALK AT ELW LIalt ROLES SEE ♦ ♦ 5 ;"--- ELECTRICAL ClUGS r �o .,_ ■■■.■■■ ®R .111.11; ■■■II®■■■■■M,M1■■■■■®■■■■s�■■■■■■■■■■r.■■■■■■■■®■■■l®'■■ h l' - ' Tg ; - 18 ._ :/r,2021 id .g ` ' `_� .s,Y..4.M .—iii . `� & I� I0 , _ o _. REGISTRATION II Ank 606404 F5 7 ITT% C ISSUED FIER o STATE ROAD 434 R E.,R EPROJECT MPNPeae Mea BRAWN BE—— __ snssns,, TOM 2 ° —— __ — OPPIxc AND NORTH ARROW F OFr 10 RO North SPEEI TITLE 3 HARDSCAPE A PLAN dEREEF NUMBER 15,:!, HS-03 p 1a snsrr or B 7 . 6 5 . 4 . 3 • 2 • 1 r • 6 • 5 • 4 • 3 • 2 • 1 A=COM F Winter Springs SR 434 &Tuskawilla RD Intersection Improvements ° City of Winter Springs I I ,oHRU_, E I Z1 D RELOCATED CLOCK TOWER 0 cocAn WLK DETAIL ' IIM ``♦♦ A sroouaLK Al a cG DETAIL --Z C •i■■\ 1 -- —+ ••H■r - ■ I — ■■m■■■■f■■■■■■■■rte■ i■■■■■ ■ ■ ■ 'L ■ ■ ■■■■I�■l o- I■■■■=■■■11■■■=9 fi■■■■IEI■■■■■■■fi■!■■■■■■■■fi■■■■fi■■■■■■M■■■■■■■Il■■■■1■■■■■■■I■■■■■■■■fi■■t1■ 4■■■■® ■■II+J■■7kl• " ' iL •:933 1 --- ♦t �j i `rw 'v"° K+Ri : REGISTRATION y/ e t r ir.s. °o s' � _. L I .3 p Irr� ' C ISSUERFOR 1j3, BLIS SVELTER LiL 1 ENTRY EI ARGEMENi -.. -... -... 3;_s 9 '3 at 3 — STATE ROAD 434 ,I ;i ® a, EReeER,N��R ao3oa�, PROJECT MANAGER Haa F '� -.n t� , -' DRAWN.' HAP o,ry—— M 6 ° MAW!.scm,ANONeRTHAR,. e oRr lo zo Norm gSHEET TITLE 4 3 HARDSCAPE f A PLAN dE HE,r,...p lg. HS-04 1nF a 6 5 . 4 . 3 2 . 1 r 6 a 4 3 2 1 .e 4 A=COM REMrVE/RENSTALLLA ,' EXIST PAVERS AND END WALL ] ..,I BASE •ACCOMMODATE DETAIL ,�,. F _ NEW S•a ALK LAYO,IT arNE EXISTING ` - '♦� ` &Tuskailla RD HEADER••RSE '•‘ --,': , , �� WinterSprings SR 434 k "' .w "`- HERB PAVERS • ♦ Improvements ° -. ' ©CROSSWALK CI of Winter' . Intersect 0 ion PATTERN (�` InEM ¢ ■ • aty Springs Z 4. r, ,,,.:z,u r •••��-O �i ALIGN NEW BAND �♦ WITH EFBTIt > t ti '. cowuruura E S sT ¢ © DETAIL ` Q Siva ALK DETAIL `- _ Q DE•IL CJ L r. r 4 �' PEDESTRIAN t 1z E PAVERS t 33 r CONCRETE(:] S> +i.0i* , BAND AT PLAZA Q Y r - _. _ - ah ALGN IS2 S CROSSWALK ENLARGEMENT scram:r_1ua 7 a r � '''S REGISTRATION t , ® SYNTHETIC , Q TURF GUARDRAIL 0 w cO PLAZA ENLARGEMENT r••^ fy SCALE:1.—WAS. I �■ Q SIDEWALK AT BLDG ISSUED FOR Q DETAIL irk E POLE I1', WE ELECTRICAL DWGS Q PAVERS ; �.., CROSSWALK Q ` DETAIL© ' ■■■■�■■��1■.... \ 1rY HEADER COURSE — ��.M■.ME1■■■■ L ;^1 HERRINGBONE TI tk r, R. t l T1 z p,„.r. f p j Q SIDEWALK Al BLDG 4 . S Ry B r.k.A` },3- i El 9. ` Q DETAIL i jj 3r F 1y ( yam' j 1 4 P S t t D, (• `� -. ^ 1 PRO„,...,n , .3oesi . > 'L '♦ -41^4_ ;_ �R ,, L-� FROOEOTMANAGER H. ,y .� r ri c T IC °'a,'sr ' HBP �r;-ff,}- tw .> k �' i i aHEakEO� TM 2 .,,J->r ?. ,,l.,z 4{ t g s �� oeawwscn�auO UamHnRRaw 1 • t 0--- T i F AS SHOWN 0 t HT W ._ £ - _ ENLARGEMENTS SHEET NUMBER 15e �, HS- 05 33 CROSSWALK ENLARGEMENT O4 ENTRY ENLARGEMENT s of e a ' SCALE:1'=ttld ` SCALE,1•=1CC sR 6 5 .. 4 . 3 2 1 r • 6 • a • 4 • 3 • 2 • 1 _ ©TAIL COW Ac M �- -- , �: 9DEWALK LgJCRETE :• Ina. 1 ��� I �!= F4ip. WALL DETAIL CONCRETE SIM.K \- SLAB I'EDIIFI BROOM FNSH " I �... l ! p LESS OTHERWISE NOTED ON NARDSCAPE RA. 1. • R 4' y �� Winter MI t 1 ♦ 0.1 • � ; _ PROJECT )[ 1 s � Spnngs SR 434 'r n SCE...AT .- r. p 24 a &Tuskawllla RD r_ BLrG.DETAIL ti a ©CROSSWALK �® A .L-b CcrlP.anED SU=_cnacE mprovements T[ p Intersection ' I 1 •H • • • � ••1 L. , \ �� CONCRETE 5DEW4LK V `8 CONTROL JOINTS / pr• �ry 1m 9 «EM of Winters rings p 40 O,C.IIYPJ City p ,�, - �I PLANS OR DETAILS Ie n _ _ PLAN . IE�_-- �I =� NOTE: ALL FORM T ARE ADA STANDARDS D EXBTMG&5 WELTER t ` COMPACTED SLBGRADE CONFORM i0 ELL,urn{S{ANDARDS cONSLLTnxre RFR.ARDNG SLOPE,WIDT E DETECTABLE WARNNG. SEE CNIL DRALNYG ry g AM • ,i7 E:OLLARD BUS SHELTER DETAIL O CROSSWALK DETAIL ®SIDEWALK DETAIL H` ...2 1'=IOW I�d1 SCALE:1•=1aa HEADER COURSE HERRMG60NE PATTERN EXPANSION J NT WERE LAND C L,_, ( .. -I ®A&RS PAVEMENT OR O1ILDMG l Cd 'PAVERS ©SEE CIVIL FUR SECTION CONCRETE BAND WITH — (MAT BROOM FINISH MATCH SIDEWALK) 6 STREET LGH PE I-IT BR ULAR TD — LMEN. t NSOB CON19'Y.pNi �UTILItt Sr. .. 11.1111111111 I o '�..- �ffADER Cd.RSE UTILItt LOCATION NOTES L-- ©TACTILE WARNNG PAYERS I.ALEN NCsRADE Ur L tt ., KK!�>,,,r7, HERRII CEO.PATTERN BOJ£BIL510 POLES PARALLEL OR PERPEN OCULAR TO CURB , arm SEE CNIL '� ®�rtimir CONTROL JOINT END SCORE LINES. lOt E - - NA CONT. 5IT Ot. UTILITY BOX r EXPANSEN JUNT POSSIBLE. (' - m IMES C 40 OL AND AT B —SCORE LINE -- CONCRETE BAND BISECT SCOTS LINES 11,1-ERE I BJLDNG FACE I SFr 0.C. BALD.FACE —V� J— SEE CNIL FCR EECTDN �F—.0"� �PEDEOTP AN PAYERS ISSUED FOR F�SIDEWALK AT BUILDING DETAIL ®CROSSWALK 6H6 CONCRETE BAND AT PLAZA SCALE:NW-'PP' SCALE:,•-2.-0. SCALE 1-1'O• 3 13 5450-5JEPT.AONTS p PEDESTRIAN PAYERS 6"CL11P4LTED A A.A.057 STLNE Q RBSE C€OIEG PAVERS, rA HE EASING PATTERN - @ I.CRUSHED CONCRETE SETTING BED / PROJECT NUMBER eo30BRO7 HBP e OPEDE5TRIAN PAYER ADIACENT PAVMG OR wrveMPNP4� NeP PROJECT SEE HCGSr�APE PLANS � VERTICAL STRUCTRE a FOR PATTERN DP STRP WIN CAULK TO MaiCH TIM E COMPACTED 5EGRADE OCOW2 OAF Pau,.UNLESS NOTED 1 DEPTUSOF TOOLED CONCRETE TRDLYJ NT nEO ar � Oaawlw SCALE ONO NORTH ARROW IIIN s u.ERCC�DNTWF� �� z -� P. '�� FLLER CCNi. ��`�.4 P. �I®I®1111®�IlAI®! 1 II .. ASSHDWfJ ik CONCRETE EDGE ` % y ' arv�rnr�•1 R A A / / ro /' HARDSCAPE DETAILS T'Y A s„E�rv�h��R PIGAL EXPANSION./DINT iTPIOAL CONTROL JOMT l g A k3 � HS-06 ®PEDESTRIAN PAVERS O CONCRETE JOINTS ° 1 MEDIAN PAVERS p a I, SCALE.1'-1'-0• 116U1 SCALE IV? 1'-0• X\S% SHE,6 Or S n A,E.Cr..,.,,,ti 6 5 . 4 . 3 2 1 r ° 6 • 5 • 4 • 3 • 2 • 1 r/` ',/ PE PAVERS A=COM t'" C 0000)CURS SCORE EVERT'6" ITT r/47,, })� 4"LORE STAPLE EVERY I' Q LONC SDEWALK V„/i l/ { ) COMPOSITE NAILER BOARD LONG STAPLE EVERY I. .... .! f „ SECURED TE SURFACE E '—A COMPOSITE k4)M BELOW 4k4)MO ED . ER HOARD �" F CONCRETE 0044}" M^ BELOW URED WI CONCRETE E, �+" IIIIIIIIIIII.IIII� 4 CRUSHED ACG�GATE #yep SECURED WTH CONCRETE oCE S CONE OO '� FASTENERS AT S DC, j�PRECAST CAP Winters nn sSR 434 REMOVE 60<ISTING WALL Ff,:' r &Tus Intersection RD ri I-0 6 4 crvEHm r�GREGare 4GZar zPo PAVCASr vow do mprovements S 5 '1 A.AT PAVERS B.AT 51DEWALK, FMISH GRACE o PAVERS Intersection O_FILL ID 3000 P51/1 PEA CONNECTOR ROCA PIMP MO h ° 6"RERON CURB,:CORE EVERY 6" J Ci of Winter Springs COMPW4E NALER eo R I1 01730 ANGLE 1� I IP }. MAN,MIN C PER PANEL, All X LONG STAPLE EVERY D COYPACIED...DE I•'�' Nrnn k4)Hg1NTED PLANT BED BELDL CONCRETE SURFACE. 8' nag R is'-O"TO WALL Fro SECURED WITH CONCRETE �% ASIEEERB 4T a OC 5 CCALEL6]PER P41EL —4"CRE ED AGGREGATE CENTERLINE M $' 30'LAPFOR ALL REHAB CowLLTAIMS E t7 A 5 COJr. `f5 9 H DG —CONCRETE FOOD. ( 11) Ilk 1 6 (7.6 © C.AT PLANT BED ® '1 ®SYNTHETIC TURF 9 SEATWALL SECTION S z",,, SC.N.r-Tm SCALE 112. /'�', Faluraw L w1 [T] PRECAST caP �o■AdOr • •�� }"DIA X4"SST PNWITH EPOxr C.L, • GRGJT AT EACH CORDER C \k"------EXISTNG DETAIL • \ - PAVER.S �, ®Al& . �1®IIE�V. • m ka coNTNUas N GRaT I■■■ 4 NW FRECA9i SFCTGNS FILLED BOND BEAM GAUlFINBH GRADE 1 111111 C FRONT ELEVATION p ISSUER FOR . • r W AT EACH CORNER N GROUT ,iC •M^.. FLLED CELL O FOUNTAIN ENLARGEMENT 1 3. ,, k FC;07 SCALE P-SNE a COLUMN ELEVATION AND SECTION scue r=roo SECT ION / 5'5° / i An ' LIGHT SAND BLAST ® _ 8 LIGH TYPICAL X21' / 0' 3 44R 44",,- - 6° `�' A— C-10" \ \'V LIGHT SAND BAST n} �� LIGHT TYPICAL PROJECT NUMBER eo3oesi dIiiiiiiMb ir = 153.00° a y. — ACID ETCH FINISH _ - // 2" PROJECT MANAGER HeP i ° 153.00° 150 I „,,,,R.DRAWN/-IR ., A,SEATWALL CAP _� // 2" 2 _ 2 I — ORMERO SCALE OHO NORTH ARROW SY / 3_� )'i Dl4 x 4 SST PIN WITH CORNER GROUT AT EACH CORNER \ I' AS SHOWN i • r ,, 'MEDIUM SAND BLAST I f1EDLIM SAND BLAST =- 1 ' 2-811 / PLAN ` FINISH TYPICAL RHeerTiTle 3 S 1 40264 TYPICAL — �` - L —70-7-'�`� HARDSCAPE A �, 1L DETAILS ii- A.SEATWALL B.COLUMN ELEVATION P..'5, B.COLUMN CAP HS-07 e WALL SECTION e WALL CAP DETAIL a END WALL DETAIL ' SCALE NTS SOLE:NTS I SCALE:NTS LULL,T of 9 6 . 5 . 4 . 3 2 . 1 r • 6 • 5 • 4 • 3 • 2 • 1 A=COM r ,-0• Ali SRO Winter Springs SR 434 NOTES+ - - &Tuskewilla RD Intersection Improvements SIDEIUALK I 00AILADE°C�E O1 STTENT O AL E 55101 .T �` cLE • y�//� � i IL 2 PALLARD HdwFACRRER TO FROVDE STRICNRAL _ City of W nter Springs BOOED Ar SEALED BY A aEN ENGINEER EGIST - _ .. h SIGNED 0.W SEALED BT AN E�aMEER REG6TEREDM 1 THE STATE OF FLCRDd. - ' �� ,� ...•, 3. BOLLARDS ARE TO HAVE A OECORATNE BAND. AS SWAIN M DETAIL OIIHSOS E d - scuc:Nrs %®BOLLARD ®BOLLARD O N SCALE:a+-ra NOTES I. EXISTNG CLOCK 7.7,ER TO BE PDAED AND OR X -0.. RECOKaTRCTED AT Tiff LOCATION SN:WN CN PLANS / Ea / EO. EO. 1.DETAL DEPCrs DES.NTENT ONLY AND DOES NOT MIPLY E 1 OC. ANY DEGREE OF FENCE., DINEERNG C PCKE SPAGMG 7 a TOP RAIL 3 CONTRACTOR SMALL PRANCE P£CHrtECNRCU ErGINEERMG N a� 3"SO.POST 6 z* DRAWINGS SAS REWIRED SHALL LL BE GN D A PERMITE FROM DR CET SAC REWIRED SHALL A .ILDANDSEALED O N AR ITECTT ENSWER REGISTERED N T-B STATE OF A1• U2'SO.TffTAL POKED /C ''451;-T,` YN 8 4'O.G SPAORD FEGBTRAMOI4 \3 T 1"BOTTOM PAL { ' Y . \ CONSTRICT NEW BRCK FACADE FOR TOTER - I COQ DRILL AND EPDXY,SEi PGSi R ~ BRCK AND=WRENS TO MATCH EXISTING \1/— � ,k.. NWALL.PROJDEEAIrCT£ON PWTES \ NOTES `� ,E —N 4 Co, ° ( ������������ ENO.WALL/PLANTER TO BE I C WELD ALL.CNTS AND GRIND BYGOTN \," --___—__-_ DEM0.BHED ELEVATION < --- . . _--z--_ L_z z. CONTRACTOR To senrt suoR DRAWN.AND " ' �-- --� COLOR CAP FOR APPROVAL PRIOR TO FAERCATUN ==%%% issuA EOw. -Hry O GUARDRAIL (Ft) e TACTILE WARNING PAVERS © / CONSTRICT 31.FOIIDDATD FO N R TOWER SEE ELECTRCAL DRAWN.FOR SERvCE ELEVATION NOTES 3 T DErmsH BLOCK K uwLL L DETAIL DEPICTS DESGN WENT ONLY AND DOES NOT 1 NPLY ANY DEGREE OF STRIICTIRAL EN'iNEERMG. I 2 BANTER P NFA i ADE P. MOVED AND CR RECONSTRUCTED P. cm. AS SHOWN F SHE,i TIE 3 HARDSCAPE DETAILS ' A - AND FINISH SCHEDULE PLANE„E,NUNIEEa 3e HS-08 !,.. eBANNER POLE ��© .pg CLOCK TOWER 1= F:NTS sDaLE:Nrs SHE,B of e 6 5 . 4 . 3 2 . 1 • 6 • 5 • 4 • 3 • 2 • 1 A=COM FINISH SCHEDULE SYM ITEM SPECIFICATIONS - F BOLLARD S®PROTECTION BOLLARD,BEL,.GRADE ASSEFELY H RATA F nw PROLEm •LRAcK RGiMGASmT FN..To L%oYJ MR! cc.CRETE,3,000 Pei PER ACI205R IHm.AT�w Winter Springs SR 434 &Tuskawilla RD HAND SAL •METAL PCKET HANDRAIL Intersection Improvements BLACK.Pn20ER COAT r_Nlo- ORECT BURIAL CO.DRILL NSTAWTN CLIENrt TACTILE WARNING .2%44"40 TRSNATEDDCrE NTEROCK.COnr.TE PAVER City of Winter Springs C PSL C4PER .,Ir, 1.. RGEE WATER Oe ,647%Ma PER ASrn C.14 •CONTRASTING COLOR OCAST STD. •PCRTLNL CEMENT ASm•6D,MN.STP.E.-24 SO00 PSI®ID DAYS CorvsuTAxre D ELEMENTS COLOR MALL BE R.MINERAL OXIDE,I...PROOF 4 NO4PADMG COLOR TO MATCH EXIST.FOUNTAIN WALL COP.m • C33 Wnu max SIZE;" E O OROERVA PACERS •342"x 4;4 8•MTERL2IG COR PAR •5%AvERAGE WATER ABSORPT N .rt.PER ASTM GI4 -COLOR TO BE SELECTED BY C.r. O PE...RAN -24"x4".8.M CCK TERIING rTSETE PAVER F PAyE£5 •woo FSR INTEGRAL COLOR PER ASTM 0427S TER ABSORPTON r%MAX PER ASTM GI4 COLOR TO BE SELECTED BY CEY O BANNER POLE •SRN CARCOETE MATERIAL 44500 551®28 DAYS AMY C-TO G •ETwm BLACK UN GRANITE APPEARA.E •DRECT BR,ASSEMBLY •MEET APSNTO•L T5 kXT•LOADINGS FCR uGW WY 4 SPORTS LIGUrn.POLES 6M NTHETC nRF •SHALL EE AMLMCROBIAL MATERIAL O H •r CYCLED nurERD 84424..e •ANTISTATIC MATERIAL AT I?1 SAFETY RATED NOTE CONTRACTOR MIST SJBMT SAIELES AND/OR OBTAIN SWOP DRAW.D APPROVAL FOR ALL FNSU YIffCULE ITEM. REGISTRATION C rg PROJECTNTNPER 80301.27 PRO.IEOT MANAGER HEP SHESNEOIEV TBM 2 • ORMNINC SCALE PM NaRTH ARROW AS SHOWN .HEETTITLE HARDSCAPE DETAILS A AND FINISH SCHEDULE SHEET NUMBER 13 HS-09 paSHEET B of B v_G...r_ 7 6 5 4 3 2 1 r 6 5 4 3 2 1 ''\A A=COM F o PROLER ersect ol^a RD IS SR 434 mprovements ° _.. :._. r `• a City Springs ` WOE SOO CO NWT,EXIST.TYPO ADJACENT TO ALL IMPROVEMENTS WItIWN ROW. C of W Ater $� Al,,, E CONRUr M \ :,. 4, ,..,. . C.' \ \ ly k C \ \ ''.\ /'' ../:,7 \ U , ` REGIS-MATCH\ o \ . C \ ' \ \ \ ISSUED FOR \ \\ \ \ \E 6 \ PROJEGINMEER emon E , PROJECT MANAGER 1,131, snssnso, TM 2 . 012P.M.SCAL^E AND NORTH ARROW IDFr 1D 20 NaN 4 SHE,TITLE 3 LANDSCAPE!A PUN d1� ERE,NUMBER v' LS-01 p/a snsrr 1 of 5 scan,.,...�4 6 5 4 3 2 1 r • 6 • 5 • 4 • 3 • 2 • 1 A=COM F Winter Springs SR 434 &Tuskawilla RD * Intersection Improvements City of Winter Springs \ ,, ■ L , , E I ° —...Tam .d ,, ® w fSt. 9 1 It A -ten am& '. ®' t� \• 4 4111 \\ c REGISTRATION . o T 1 v iT sv EI �a — i C I 4'1 _ 3'WOE we arc MATCH Ex srrG TYPE)ADJACENT TO ALL IFIPROVE wTc WITHIN RO.W gum FOR A w 1l k \ ..r ■■■■.■■■■■■■.r■■■■■■■■■■■■■■11 ■■■®■■EM•1•■■®■!L.■■E ■■■I ItA_.®■■1!= A `'. . ° - A •\ " ETC A '., icr 21 22 `,� 23 ue 0 JII .4, IB z s O 1 C b s A A A A m 0 A A A vaoJEC.. � eo3oe2HeP eg Alar c 'l: ' ' '' Ark � AL AL A DRAWN e. HAP iW W W W W W CHECKED, TM s w n : iT RAW i STAT 'ROAD 434 i ."EET"IE SOD AS REO RED SoD as REMITTED • F A LANDSCAPE d ten{ PLAN 'h'''a 2� I ® ® ® 0 LS-02 .iii O snEET 2 or 5 7 . 6 5 . 4 . 3 • 2 • 1 r ° 6 • 5 • 4 • 3 • 2 • 1 A=COM F Winter Springs SR 434 &Tuskawilla RD Intersection Improvements ° City of Winter Springs Corvsur E ® ® ® O ==: ■■■ W s i ■®1! 0p ...■■■■■■■m J ■■■l■■■r c =a∎111∎e�■∎■•EI _ i■m■lo� p. ■ rmmoti ■■rm ®®■■o®v ■■■® ■■■■■rumosmmo rs■l®rm■ , ® 7 18 20 -MULCH 21 .. PEGIST171111014 p L 'PP.DAiE4M ` :07C'°1.1351e"":": DA Y'1 .'44" 1 11 �'D 9 4x8yf3Y.0Sd. 9096:C0ALQ"S:20" 4qp =0-Ovi. OSS I1 421 _40r AM C STATE ROAD 434 E R PBOJECrrvunEER 80301.77 EPROJECT MANAGER HBP . DRAWN BY HBP 2 F -- __ _ -- -- -- - -- SHE,TITLE 3 3 LANDSCAPE ' A PLAN HISHE,3 or 5 7 . 6 5 . 4 . 3 2 . 1 r • 6 • 5 • 4 • 3 • 2 • 1 A=COM F FrtoJEcr Winter Springs SR 434 &Tuskawilla RD Intersection Improvements City of Winter Springs I I CONSD_TAN.M E i CD I7' IM I ®�. ■■■■M I �. IM■■► 11E■■ '- ■•■■■■■■■■mwmmEmmr�•■ i■■■■••• = ■ ■ I ■ . I ■■■� ■■■■■■■■■■■■■a 1 ■■■■■■E■■■■■■■■∎■E!■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■E■■■■■■■■■•■■■■■■■I!■■E -%,. .1■■.1113E■1111■■kl ,.. 12 -Marc" 4W!ERIN 4-. al 15 REGISTRATION N neooaaamcoae oan� o 1=.NE i o o-oaoo o o b• ocl pIL o MIAMI l m m 0 AL SSLIED FOR STATE ROAD 434 ® E R PMDJECrrvunEEa 60306r, EPRIDJE[T MANAGER Mea —— —— __ __ —— —— 'HE'KED' 9,9.9 2 ° ORME.RCM,PM rvaaru ARaaw P.g F OF E RD NpN g SHEET 19 TL 3 3 LANDSCAPE A PLAN dSHEET NUMBER 3, LS-04 p 13 SHE,9 DE 5 ngc .v�cr.,rti 6 5 . 4 . 3 • 2 • 1 r • 6 • a • 4 • 3 • 2 • 1 PLANT LIST A COM SHRUBS 8 GROIUNDCOVERS ' ,.. " EM tt T NAME n SPECIFICATIONS SPACING , ...., F N. .7126.1LAR BPACI. 177 GAL PROJECT T.PERITETER OF ALL CURVED FOR ALL SAES AND / .6 recn gabs Yellow Iblre I GAL IB A le PSAN NIG BEDS SHeu BE PLANED a seP r BFI a,e n a, a 0c Winter Springs SR 434 166 A Rau OF SHPT.AS BOW Lsi FOR Oa saacuG.�N Drn nT Dla.el�a txmv,I6e'va-Iegyta Fla.Lily gel IB"o.e. &Tuskawilla RD THE PLANS AND AT TE SP.. ICE. x39 Ilea cora.Euro.,N.A. Cwa1 But,.Iblly T gal SHOWN I Intersection m rOVement5 M TE PLANT Lai NEP.pP DC.SPACING LCUP3 Loro G+Irense G+Ine:e LILES Easel 36"OC P OF SAGH BSD SHALL BE peta um 3 y1 RANTED AT APPROPRIATE 6rl SP..ACCOFDMG TO THB LEG/I x81 Brio.nasal Soper Blue' Sups Blue Lap. gal:R NL.5 T ppp I6'O.C. PLANT BPMNG DETAIL 1-1CP 73 2B7 FNMnbergle cap111a6 FNFIy Grass 3 gal }4"OG cuErvr • MIN,SETBACK WAVIr R.P. 1770 Roes Melggnl;PP P.A2 3 gal City of W nter Springs N. B.NM SETBACK FOR SHRI.I&5 1M SPC/I 6.1.Paters s Igal 634 P pw,tr Co.Cad Car OL •'.1711616.SETBACK FOR OC SPACING CII5EOGE OF PAVET&0/ SPe/1 504 MunbrL Ie°spill>b muny Gres 3 gal G20NOCWER4 PLANT..BED LME 3FG3 269 Zam1a plumlla Coon/le 3 gal:IO"-I%sptl. 12/O.C. 1'15,0 SETBACK CH I Onamaerops rwnl¢a European Fan Palm E 1111 CA 5 Crlrum anerbaum REa'G1rum Lily T gal,30-?O apd Al BE. cowuTAxia CD PLANT SPACING DETAIL mill SOD&MULCH 30.Tars. S>'n Ott EOTANCAL NAME COMMON NAFE SPECIFCATIC. . Ll 6515 SF Lpie j}wmce Erp're 20,3535/C 50133046x18° MAC. Pare Bak PIA Nu u .N GROOCCOVER AND 677.6 ARE.D IN MKS P.A. ENTIRE EED TO RECENE PLANTING SOL AND PLANT MATER.AS SPECIFIED C CONTRACTOR ALL APSURE PERCOLATION OF ALL PLANTING PITS PROP TO INSTALLATION •VIII — .RPIITD asupwaOnon•a ak,.;.... ♦ `111111 11 WATER 571 GRAD. Il LL 1 11�,..... =_I[�....1. ;,,.....,..-I AN 1 L..CAP NB ELT'WITH OTT DE WINTER SPRINGS LA.CAPE OUDEG 1�EE NOTES: 1�1 1_-- : i3 ED SHA BE.RSEED I ECESSA ALL PLANT SIZE SP..PBD. rr�.�AIL LANCerAP.-111..111. I1H11-11=,111,111 D. .TNE PLANT QUANTITIES 5.67N ON TNE LANDSCAPE CONTRACT POCUFENT5 ARE FOR — PREPARE PLArvTNG SOIL VERB,.ALL GUANTITIES BASED ON SPECIFED BP..AND SHALL REPORT ANY TuE 0.7.1ENCE Cs T.CONTRAOTOR.T.CONTRACTOR IS RESPONSE.FOR S G 141.17 saw AS SPECIFIED DISCREPANCIES TO Ti.OUNER FOR CLARIFICATION.1.TO CONTRACT AWARD 5 REFIC0.6...STAPLES,SILT FEN.(.9 SHRUB&GROUNDCOVER DETAIL .T.PARKS AND.FFERS °s FM L EPT�E SCALE.... 6 E 6 EMOSEc668 EN BEE. EPROJECT M..ER HeP .16 1° opts.scnLE arvo No.AVaaw P. AS SHOWN 3 LANDSCAPE DETAILS f A LIST dEHEEr rvuMrER 31 g LS-05 p55-5 os 5 11 u.can,i r.-.P.i A . 6 5 . 4 . 3 2 . 1 7 . , . 5 : 4 . 3 . 2 . I AZ 0 M 2 1 , ' -•.-:::-"Ii-,,,,:i, _ _ __ ,--- , r? Winter Springs SR 434 &Tusk@willa RD "----T-7'--'\-11 inte'section Improvements .... City of Winter Springs , '',.:\-- r-I r6CLEAR D . . , , , , , F[1.7FIATIC14 . ., , , 15511FD FOP: . . . , . , . , '., . . , ,.. . , B , ‘NO.E,1,41BER '31,6133C5D, 5 oxe.INGsccu.aruor,o,m,a,ow K . [I] , OFT 10 20 ha. g 9NEET 1-,F i ELECTRICAL k PLAN i A 5 ,_ THIS SI iEET FOR ,,NEE7,11.15FR .' REFERENCE ONLY I:P El.1 1 c4, 5 n , 7 . '6 5 . 4 . 3 , 2 . 1 7 . 6 . 5 . 4 ° 3 ° 2 ° I Az 0 M , . EROIEEE Winter Springs SR 434 &Tusk@willa RD . , I i Intersection Improvements „ / ! , ' City of Winter Springs „ EEEEEEEEEREEEE,EE°'EE SE EE E , LE,ESUIEEM:75 , „ %CLEAR :,; ',1 ',„:•,-,,--1:, „ :,•:;1 .,--.: - , ; ; d rEERGY CAA rAO,I EISIE OF . , 3,:.:”,2 _ .,...., / --■\',..‘, / 'F,Z!'i,,,,,,,,F,e''.%,. / 's, ,..,..; — ... ) 1 / - -, .. , ... , ,,-,,'"T" .:.:. , . ,.. , ji / kkril ENT,E,E1 ALI ri,N.,,,GE GIRCLI S NO NG,Lo,...„INN ... /,,,-N ..: ''", ',' \' /■--r ',,4 --. ''''d' ,'..„,"1 ,,,' -d<di''''..,-,,-),,;,„, 1 ‘„ - -'''',.::',„\,, , ...: d ------,-/4,--44- - ,w;-:)=A=1,1,7i' 1-1-_-_,,,,.. ,%; 1--- ' ,,, ,, ,. .NrA EANN 7,11Ify NE". ,;,' J,,,,,•,:: ,,, --c---, ; ...■ ■■ „ ..W''. EWE H , , DOA PLAN KEY NOTES:0 , ;HAWING scALLatuolEOrIlliEltROW i .. .. 1. CONTRACTOR SHALL.REMOVE EXISTING NOGG MI-LIRE IN GREED,NON , .. OF SIDEWALK GRADE MODIEI •G , _G,•!_:,,-'. =,-,': , „ E F, wrr.1 NLVV FOLL ANCHOR EN 1-.S OR OIGIER,NISE IGNSE.LOWER OR „ [!..] E GROUT NEILL POLE II,Sre FOR A GE..AND UNTORM APPERANGE OFT 10 20 Nuth i — :., ',I k .. ELECTRICAL PLAN E 2 .:•:' . ' ''' ,.'-',„ .',..-,.■,.. g A> 3,::(2; :.2 , -:,, , --,b .?" E1.2 ,n (1-‘, I . .. , 5 1: ---,2- , 7 . '6 . 5 . 4 . 3 ° 2 . 1 _ 3,....., 7 . F. . 5 .: 4 . 3 ° 2 . A= 0 M F Winter Springs SR 434 &Tusk@willa RD Intersection Improvements eel`I.ER,RIel,,FL.RIC°. ''..°°. ° City of Winter Springs L6eleSULTM:75 E reCLEAR 2 :,•:;F:F.-..",' •• .. . „ • •• : .:, , .•..; •• ------z,:- 7- - - -------------------_-_----------p - , 1 r l' 1 .. h . 1 . D •i:i 1,1 .__ .•;, .,_„ ,7, •...:RD- ,"::'0 ,/,,R,!----, „RR' _., --R--,DR. 'D 0.r„r - .,_. v...., \__,, 0 1.: :, t_14-: ,---- I -Hi 1,----'----- --------------_ ::-.".'/I 7 poi,I FIACTOR,I1A1 e Prl DTAtf•TR—R-:„. ii 1 c0,-,,,,,SR,I R5LOCA:1,cLuy„tt_T._ .—., ---",■77,7,17,0,A,..,.A.,,I=E,,,,,,,__,_ ■ ,.' ,,■G.B;:------- -------- 14:7, '' .- ,-,-,- --=—L■f,1-20: 41.,,, /29 ___eeeee ::...,,7.... .... .R. C PLAN KEY NOTES:0 - •: PLAN K .... .... 1 CONTRACTOR SHALL REMOVE EX S•TING IDOLF FIXTURE ID PREPERATION :, 1. CONTRACTC •• OF 610E7,55 GRADE MODIFICATIONS REFLACIE CM:RIRIE DOL E BASE OF S1DEWAL. MTH NEW POLE ANc.F,BOLTS OR OTHER.SE RaISE,OVER OR .. SRO) NF,PO,MST FOR A GLEAN AND UNIFORM AP PERANCE .. GROUT It.,, .,., „. ,, .. 5: .•.... .., .. 4):!: 6(:) (3)Ii2,: B ‘NO,E,WI.. 73157,0330.F., .e, 'et eftoeuee mew.. Sfe, —-————___ ONPV/ING scALLatuo NOR-MARROW i — —— Fe' Orr 10 20 Nath i ELECTRICAL PLAN A RI 2 I:P E1.3 i.„. -3- 5 . 2 . 1 7 . 2. . 5 - 4 ° 3 A.1% 0 M A-,111,-,11,,,VIC,Iso F ■ROlt, Winter Springs SR 434 &Tusk@willa RD Intersection Improvements ,L1.1 City of Winter Springs Lr.SULTM:75 E CLEAR (4)...! : ,,.p: ...---' . 1 I 1 g •rl '2 22 ,1;12 ' - I' 1 1 11 11.1 • = MMMM .0 111 , 1' q e - -,.., - 0 EIMEM11111111 , 0 .= 2,2-5°131 '112 '222, 2'srl-211:1 /2 2°° I I '2211 "2-2-3'11 22 1 ,-22121"1 222, 21412.-22,4„.____ I I -23,4--422' ;111° .12 ,1",111 - 221233-20222, I 7 11 r '.'";L,:',: "i;,'- 0/4- -:' I —I I 7 _ (!,(=...Y, ., — , .... ——=-- . , ... C 1. ("0371,12 JOE 22.21 REMOVE,EXIST_HGP,O,L,A5,5,1Hc70312„LFIFER EFF0ELBEA',10,E21 "11 '11"11'1'K 131'CHOR BO'1E,OH 01FFRWISF R . ,c 3701'1.1r21'51172±2'0A;EASE 2-0B 5 CsEAN ar,i,1,2111,,ro.41221324,22 21 11 11 4)'::,3; B ‘1,0,,klaltlEit 731,El.., ,17.0.ECT ViAninGEk ,f. :11,11FCKI DU, ——— ;N.V.SCRLE.01,01,111.,017 0 Er 10 20 1H201 9NEET 17, ELECTRICAL PLAN A 5 = FNEET..FR El A I:P 4 oF 5 ..11 I-g2 7 . 5 5 . 4 . 3 , 2 . 1 5 - ' 3 N 2 N I A= 0 M ELECTRICAL SYMBOL LEGEND: E.,ne FreeFee FeFee,Lee edeel.e 7 ecl A.:NO'NI S,1101,410,..KA ARE NEESS,1,5Ef ON I LOON,. ...RA: . Winter Springs SR 434 &Tusk@willa RD .1 FLCOD 11.00100 Intersection Improvements crt-j ,,,,r,Fin, 0.4= CIR.,.,AILRE • Pon GNP 515 LEAKING RXIIRE =,..m. .S0 90.000 on 000051 LOOT noose City of Winter Springs '4./ CEILING 001 0."1 $ 0N NG1'101.,00 $,, SANCI.alL, TRASULTARTT E sr ,111,11.-ARLINI I $p NTNI.,...IA, LreCLEAR f'-1'11' .'' I Dm,1,,7,,,our.,IP .11R11.11,11 yft 0400 VANED PECEPINCLE i CP 7, 1 00 OMR MUER C) 0 1.1 PM EON 0 G'N-1,1 D PRO,DE 1:21 INI,SID NONT,TAI I IN RR''''..--1:12,D1/11'FOR CIIVAICAL 1,01-.TION CI GROUNDING' Fl FN..,IN CONALiANCL VATLI NEN,f)..,R11 4%1DN'''''''- ELECTRICAL GENERAL NOTES A.GENERAL,PROVIS ON: N NEG.-Gus-rem 1 GEL ER,:RROVIDE ALI LAJOIR MAI-LC:AL AND EOILIPMENT FOR A NCTE: C,,,,AEI/PRCPERLY CRERNSFING LLECTRIC,SYSTEM ^FRC,0....FEN r,..',. , CODED AND ST,DARDS.COW,.f 0 THE REOUINEME,DE ALL ,.,ESIPISATICHS. CD.N.T.CODES AND GIANDA,D,INCI 1....710.LL EC MC., N ,SIT THE SITE,PROPODED RD.,TO RECOTIE F,1111,ARIA i, eiere<CC/IMMO,.AND N.JAL OF WORN PRIOR 1,S118101.1JC DI,. CND,.RNA,SNR,ROED ' NOT,ENSINEER OE DISCREFA NC ES OH OMISSIONS I ON N,RIDNNE..'101 :TR 0,DICCN ANC ECCIINECISIUNDI,L,F RIR. C GROUNDING DETAIL CONDIA 1-LX,ERR,DLL,.SRA,SOME Al PVC: FIC-106ED:SCHEDLI,.NG, ,,,A,A,,,,, , LINAIT FOLES.1.1.,f.ES DNA,WITHSTAND RAND LOADS AS DE0111,0 EN FLORIDA I.,IN.,.'.1 ATEST EON IC,THE NO,SHALL SE ;Reece Fee: NR.A.DONCUCTIVE JOIL-CO,CSIVL AND STALL BE ATLE TO CARR, 1,1,1,LIN 0,,,17 OF 1DR PC1.141,,1,FCC,1.1 ALLA RON SHALL IIE DONE RELOCA I-1.1,1,IfLO ELECI ACA1 BY DIRECT BODIAL.THE POLL NAT,.SIT.MEET ALE LCLLOWIN As-rr, E,11,1ENT MOUNT ON NL,NAL. STANDAR,1111,A NS A256 A:11D A.' S1.1.C.:DONN RLL DREDERS AND 3 VAAL-0,11.1,,,,,DUAL RATED ERANCII C.., 4 WRING;CNC,-SPEC 111 11 A 1 ii,:eV,:eLeleEe MD P,TES Fele IVORY FIN SI I EV,'7 1.9ATCL P.ELE,AALL RAI A DEVICES A.PI ATES 01 . SIMIL,COLON, ... '11 1 i .: 1116 GCMG 01194,50 TOP 001000 e REOFFTAELES 2C eNlee.lehee FOL E..1 eel,GeOlieDele LePE Cie lee ALF.efilcelete TelcE NS Se...ON ORAFFIlLee LB cc cc ccFI c€1 le IF I. 1 0 10104 R OE S e a EcTRCACVALB FOR ,2 l 116VFNLA1LE,I'FQ.I T1e1C.ClEII,LC E 71 1 SA1e;:1L S1 L 2EU 0,IJN AE,l CleeEl:,- CS EA1:2eR0e2.,E attGCCArr+al NAL .lO7SV, F I FERIXNETG,.0 LR1AER RL DD LSeV,,AC PL,OL tF4 A e.cN'eElFlP e 1.. O E10E0 O AIYACIMER J 1 005,SiL500 01PANES ralvr,at N G OEe1,e S E 0 0n550 400E 1 oec *441CV 1U1 103 O5165 5 F, 4V,1Tf1.,,HAE n ILLOICEElle 01.1 B , , ,---- --',! 11 if CI OCRS 1 .1 PANELS UDC,DE S.RATED AND OF?NE 5.1.1.1E MAN,.1 D,N, I i ! BR= 2 FRC:CI-FE FLEE,.eePE Fe INDIC-ALEN ON rav,,, 3 CANLLR GLIALL HAVE FULL SI,rJENTR.DUD A,IL SET GN,iND BUS D RD,DE Ile.Mee,HOleleFLALL lC 1 .cc cc F01014 00 0550 LE0130,515 450100 ' PROVIDE CON I leeelcle 670ILN.ell,,FLEIC le ACCORIDANCL Fe lel Nee, FuocFcc tem.!, T3157.13,D, 0,1,1,1,PATRIC,E.,CDON 1 S.DCTION TM 2 ,INCICATED.TROVIDE GROLIAD CONIOLICTOR 1.,1 ALI RACE... fifo.1 um., WA : DT G 01.,NDING EL ECTRODF ILA nbr,r,LANCE AL I H NtR:..01 I' ; 1 I , _ mrallop UAL MAT VAMP 0,000D ON F IF 1 IFANT,I ENROL,Oft OMISSIONS 1,INTEN7,ARCHITED.fle., aRA.av -NrIT .0,00.0e4T TO EE 050NLED. A 7H RFGA,TO ANY DETAIL,N NOT CLEAN,CD IS N.,:E OR MONT fl AN 1,E TAILI,REIRDICK SDCri MATTERS WILL DE B.11,I,1 O THF ATTENTION :RFD-KERBY DDA ,THEANCHITED.NGINEER N WHITING RFRORD THE CLAITIISLAON OF SIDS II f i. R.,'11112 I r± RIL,I11,Th" AND TH..IT ECT,ENIRINRLI,SHALL kt,,ORRFOTION CR EXPLANATION IN ;RATA:.SDALL RIA,Norm... 81 =ifelli . 11-1 1 II-1 WRITIN,OINERRVISE No EXTRA CHANCE NALL.,11,1,F.,r,,,,, i , p 0240007150010* :DR 1-1A.TENIAL 0.111,1 INT ARCH!,ECDENDINFFN VAL,EL,DE,PITO... ,-I,I-ONFIES WITHIN A REACONAM E.iN f ENNA,I it,Of,E DRAWINGS 005 MR NM IRMO 0 0"CNC, AND N.,.lc,,,. STECAINAT., ENDED,A C.I.Nr.DETCRIPTION i =. 1-IT,T,T=R1,1m, coMPACTIEDellerg.E OF I Eke FFleFE l e eE FL PERFORMED.Fl L lrEile NOE EPEeFICAL, i -11117111_H MFR.:NED CR SHOWN,BLIT NINCES,f,I GI:THE ACTA,EI,N 0,11, $,,,,, A .. THIS CONTRACTOR SI I,,111,01,,i,,,,a,n ,,,,1,, ELECTRICAL i A 5 = N3,EC1I.1IR1T1A,ICNAN,L H,ID,EIN,ATL E CDTID L INNAO L ASDETDRAITDIO,NA.L C ANVENSA,I IO,N AWL I LPL L ANDU.C,, NOTES AND DETAILS ELECTRICAL WALL DETAIL NLHL 70 FAMILIARIZE lilleSE-F rel l LI THE R. 2 1.DCA:E FLA, 1.1 1,,,,,,TION D1101.ON T.DRAT.,AS TO THE.0C,ION SI 1:R1,N,, ,,,ARR,A,AAR, '` 1' MI.,HAS DERN DRE,A111,1 COL,T1.L NiCS-1 RR ARLE DATA AVAILABLL ZP 70 A'LL.INFEN.THIS INRONVATION.NO-G.:ANTI:ED■10.71,Ft AND E2.1 i..:1 17 SHALL BD 1111S SON I CAC..RED,RSIDIL,TO ElETERUNE I ILL LOCRTION CHARACTER,.,,,NTIL,ET:SIT,NT::ITIES i n FLEET 5 0, 5 5 . 4 . 3 , 2 . 1 7 • 6 • 5 • 4 • 3 • 2 • 1 e (w(wJ-. .w".=.5! `"O1Fe 's Winter Springs SR 434 &Tuskawilla RD 2,""-`&1;""=w==w• Intersection Improvements CLIENT • O ......._ _. ,� City City of Winter Springs •....I nnnnnmm�mm�mmm�mnnmm�nnnnnnmm�mm�mmm�mnm nnnnmm�mmnnnn.mm�mmm�mm�nnmmmm�nnnmm�mmm�nannn NTT` ,._;", ny..�n..inn.nnnnnnnn.non..�.�.n.�.n.�.n.�.n.nnmm�nnnnnnn.n�n..�n..�n..�n NO IRRIGATION SHOWN ON THIS PAGE 'U =orsuL.axrs °4•• REGIST12•110•1 rT ate% G A, ISSUED FOR. PRO.ECT NUMBER 030E577 PRO,ECT MANAGER DEWING SCALE ONO NORTH.ROW • 0 FT 10 L� I� So North 6 A IRRIGATION PLAN R sxeerwmeeR R-01 8 ,555a 1 of 5 7 • 6 4 3 2 7 6 5 4 • 3 2 • 1 (w(w-. Winter Springs SR 434 &Tuskawilla RD s? Intersection Improvements CLIENT -- City of Winter Springs corsuLTaxrs E w' 8 a yr . e ❑ v '' v o V v cm q6 A C 'C - V V �10 aesismwnory q C M M yr yr' 3 Z 4 L<' F wr R G J M � oou m mw F Is. ISSUES EOre. A uo mi ors r,r I. t D =� .iN I. q A � Qyr My 9 r MM sI. 'M M yr6 M D i V�!a 0.�GIGAA P O, rJ,/N'Jj� £ • • uxw ruo naAw L•07 A V, J xn\ A vwsrE.v V • s •❑❑ Jls H M s A I r c r5 ve c A 12 vv C�.. ❑ O /r 21v 5N Y.VJ � _ . ... ...... .... . V Y V ::V wrvru2x R R �P N y R R J y, J Lr U .oer.ncu PILP DPW,.SCALE AND NORTH.ROW nm 0 .,:t:n ;["5 .reE 0 F 1 ere North 4 A IRRIGATION PLAN e a .. sreeEr wmaea �' .O .I..I.I..I.I..I.I..Llll.IIIIIIIIIIIIIIII.III.I..I.I aa.aa.aa lralrllrllllrllrll.rlla.aa.aa.aa.aa..1a lralrllrllllrllrll.rlla.aa.aa.aa.as.aalra111111111111111111la.aa.. .ININ.I.I 11.111.1. ..1•1•.1.11II I R-02 F.Yg y..N I.III.III.IIIIIIIIIIIIII � ET 2 or 5 2 69 J 7 6 5 4 7 • 6 • 5 • 4 • 3 • 2 • 1 , AEcc)m F A5oRcA Winter Springs SR 434 &Tuskawilla RD Intersection Improvements I E SFF S FL F CLIENT City of Winter Springs i F F L D 1 CONSUL-54MM E 01® 010 Ca:). I 1 • P"'6'66n'•:7•66:.'"•6'•'64•17• I 1 : F1'Ar'l COME 111,'EVF E I Aw so AAA oAAARA 'LLITE.TAT.,,,!i-7,,E I . s 2 1 . ... i:4F2 soA 1 VAInsfj'AAig TAIAEsiAl. E isntOS HE"'N H 3,c 35 ' 5°57°. 4r 404 5 R R 5°5 R R'2 R Ws R 5 WCR R 13 V°R 5 5 3 V 4°. R 1 6 3/.•1 4 R R W' R H i R ER R ' 16 14 ' R'R R ' 0 016 R Ri 12 6l 6606 R °,RA° ..s: ,5,.° Vr . ,3 AXR Iii 4 Al! ° V0 „L, V we , e ° R R 5,4213 R P NA,R R R s R R s 0 5 51A AR/5 ,R r 5, R 551/015 5 ,J J VI H E 1 A .Assojn A.RA A3 JP. 1 A ARA, AssAua i ssRus i 1 I C S . IssuEoFore ° 1 ®IS 0 i ©I® B PRO.CONLA SEP 603068 7 PRO.ST119179GER ORM.,POSCPLEPPONORTX.ROW • i = 0 TT se SO NorIll •''''''' I 1 A IRRIGATION PLAN 1 1.= I R-03 - L! 9 sH5Er 3 OF 5 s s A 4 7 • 6 • 5 • 4 s 3 • 2 s 1 7 • 6 • 5 • 4 • 3 • 2 • 1 ((ww((ww M A_- F Winter Springs SR 434 &Tuskawilla RD Intersection Improvements ° City of Winter Springs E ®:O CORSO ® .m, r<T.E SEER �E s,u� tre`m o‘ \: 167 a 11 � zz P in �` �r RR R R RrR SR R RJR R R�sN ru 5 j;sv RYr RzmR RYf.R>u R �'q.lR RLrR R JR � ❑ P H , J RWR R'L R RN::R N _ Hs sxx.� 7 aesisrawn0N 7 s' s. .V --�� --- } Q ' sunN Q 4 . . on • • • • • R' • • • • • • • • • rR' �u<< 6 yr J sAR R "RsNR Rip"R r R •R: R R R r R R R ssR R sR IR is.. W N N R R R RQ Rsr rR R R R R.....0• !. s.v. is s" i yo R R Ys�R J s/s R P W zs�v. P Vr R R R 4, R R RYA_ R r R P S111,171 I C :: .,sgpm i DOLED FOR 1 2 ®aO B PRO.ED7 MP DER 603068 7 ORM 71 EY PSI ORM PG OSPLR PRO NORTH.F707 §i " - h surfr nrE �0 77,7170 4A .,.. IRRIGATION PLAN sNeerru„,.„ I R-04 1 =f ENEE! 4 or 5 7 • 6 • 5 • 4 3 2 7 • 6 • 5 • 4 • 3 • 2 • 1 ((ww((ww m I R R I G A ON N O T E S I R R I G A T I O N L E G E N D _'., F 1)SOME PPE LINES ARE DRAWN OFF SET TSP CLARITY. INSTALL ALL O IELD IRRIGATION WATER WATER METER. VERIFY LOCATION IN ICE S P R A Y B 0 D E S IRRIGATION ID TREE GRADE SPRAY BODIES&ADAPTERS PROJECT ROOTEBE TAILS EAOSPATNq O E 2OUE gCKR v10EO BY POLY AND SPRAY NOZZLES PER PLAN s.7 A NOZZLES TO REDUCE o Irere GAnoN INsTnuER.PERBiocALDP�uMBwc coQES. P Winter Springs SR 434 OVERTHROW o ERENEED S 1, PLAN. COMMERCIAL GRADE VALVEPQNLr ER. PRO S•G- POP-UP &t ro t in sp o DSOIL CORDCONSro ER RUN HMOs TO MATCH PLANT WATER NEEDS nc oDp rW qry now cONTRaL AND ,•12- POP-UP snreuG sPRAr Boor Intersection Improvements AND eox. saE INDICATe° ,IrFM,sa PI-P ALw_ID TqG. Mouur w 1s REmAN R a.)INSTALL I•C SHRUB NOZZLE ON PVC RISER PAVED SURFACES. PAINT ALL RISERS AND SUPPORTS AV FLAT BLACK. .E s n=E 5.)INSTALL POP-UP HEADS 10-FROM WALLS,O'FRgn WALKS, EVES IRRIGATION CONTROL VALVE TAG. INDICATES VALVE LOCATION,STATION GPM AT ° AND Cuaas.6 FEET FROM CURPLESS ROADS,AND 30-FROM THE ENO CF 55 GPM® NUMBER,SIZE AND ZONE FLOW RATE LETTER s0 PsI RADIUS f y Springs PARKING SPACES. PATTERN I of Winter 6.)SET TOP OF POP-LIP HEAD CAPS t-ABOVE FINISHED GRADE PRIOR INSTALLATION 1'4 IRRIDAT ON ISO ATION VALVE. SIZE SAME SIZE q5 PPE. MOUNT IN 1 ONE THI ). REFERTD PRIOR TO TRENCHING 2.5.AND SMALLER BOX WITH e"NDS DRAIN P E NEON AS NE D. RD RESPONSIBLE FOR THE REPAIR OF Y DAMAGE TO 25 AND SMA -BRONZE THREAD ON TYPE WITH WHEEL HANDLE.ED 1.85 U INSTALLER CAUSED BE 25 UTILITIES cnus[O BY THEIR WORK DURING THE PROJECT SIZE SIZE PVC MAIN LINE PIPE SCHEDULE 40.PVC. INSTALL 1,DEEP WITH WARNING 2B 5, )ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF ABOVE lOP t5 inREEnOTR. R TAPE 12" OF PIPE. 3 T t5' FULL_ FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND SOLVENT PIPE AND FITTINGS. G WORKMANSHIP. 2 5 AND SMALLER, WELD PVC c°.suLTaxrs E B)ELECTRIC POWER SUPPLY SIZE H RD BROUGHT TO A JUNG COONPBOXFOAT CONTROLLER�CATION BY INSTALL 12-DEEP. J BUILDING ELECTRICAL IRRIGATION INSTALLER TO PRO E 2 5•AND SMALLER SOLVENT WELD PVL PIPE AND FITTINGS K 1 75 12. TWO THIRD EC ELECTRICIAN RO SUPPLY C CONNECT THE MD LINE PIPE.SCHEDULE E a L TR. AROQUPMENTTE . SZE SLV PPE.CS PHEDOLE a0 PVC. M TULLE Q rr .i,r 1ORMGR R CONNECT CT DN S LL SOLVENT WELD V E AND FTTNGS. N QUARTER 11PLV niie DiHEA EDUIREMENrs ov LoLAL cooesLFOa eeIGATION Hq P 0.5 1 0. ONE THIRD BT"„„.,E i0P )IRRIGATION INSTALLER TO ACDUSIRE ALL PERMITS AND UTILIZE ALL Q 2.9r"A'N'DTA,C,E Aiti'1OWRauuo bA�vE1U"0-RING TYPE O ..•.••••,� SAFETY DUPED TO WORK IN ROW OF ROADWAY. ONE On KEY WITH 3/4-HOSE SWIVEL ADAPTER PER TWO QUICK U 12)SIXTY ENBD)P REQUIRED FOR COUPLER VALVES. y "SYSTEM AS THE RIFY ICE MINIMUM EFFICIENT THE IRRIGATION W ° LATERAL ASTaiIC WATER PRESSURE IRRIGATION CONTROLLER WITH RA PROJECT SITE PRIOR TO BEGINNING THE RIGA Y x 9WtTCH. NUMBER X WRUNG AVAILABLE LABTMO UM STATIC WATER ®I, L MOUNT.12D VOLT.3 21 VARIES 10' 10'ADJUSTABLE ARC E ELECTRICAL RPDETAi BY THE 5 Z2 CONTROL macs PRESSURE WATER OF VOLUME IS NCO SPACE GRADE EQUIPMENT ONLY PROVIDE GROUNDING PER L COMMERCIAL Y C Aix NNE PARKING STRIPES OR 2.5 FEET FROM SPACES OF CUR BUBBLER • 0 D(iYP(TYPICAL)H M'\ EXISTING IRRIGATION CO TRO E iD !'}: CONTROL VALVE 2 THIRD ...............+ EXISTING ITASAYTON MAINLINE a 101 G FULL O TYPICAL TRENCHING c P0 RESIDENTIAL GRADE IRRIGATION EQUIPMENT MAY BE USED ON THE BBr,D scnLE ROJECT. CE1 Roza A10°ABBh �,"Eno so Treat RcER wB sE,E.P,.nBML re.w,o"CoN,RwER u,°�„ REGIa,RaTION ..,°,�..",.",B"OO"T _ —RB::LE.L,TLEAR,"L T.,,EB°LADE n1 T°. B..,A",unrzRU 1 ..c QALL wA.ro..A" F mB L"TE. flf " �'��, "o"cg nm ` % V. N -pI " SLOPE DRAIN C III .°' `_ SPRAT BLAB wBr EEE I,. DD III 1 eeu RE'O FOOTING FOR ) 111 JI ' 1 -FINISHED MADE Ilia ZUT X T,reLWB E i = rn"rere ,,, a 1 1 11 1 IIIlIi11 III .ROPOEa u ',.SEE ,•uoLOLArzAALrzE .EABmu,wA,1a FRONT RIGHT-SIDE LR -» aE LNN Kx OSHRUB RISER '°"""`°„�"�"SCn O SPRAY HEAD IN SHRUB BSED OPOP UP SPRAY BODY IN%TURF O PEDESTAL MOUNT CONTROLLER sua NOT 70 scn, ROT TO B ID. .��A"B".�o"n:N.D. T.L.EK4 A.PLA:,,,E.InL �KavccwPa ERS VCNTLR ./ �EU:reEB P.�.ELB,.,.oUL°M DRAWN R.wRI"4GFre eo30cPTl kligg* r SOH BO ` / // TIErKRW WxL.EErES,-L III-I-1 - Inca .°LCR R EBERBE. ELBOW SLIP�JNrFI ,°�►a,I:- . LL.,,... I CHECKEOWY PALP sz 111 11= 1IT-u ' I`� -111 0 :.:a`&:::,:ri, :#?ei:? . - ':,c,„ 1 ■_M_ B°,B .„,.1R,EnBL.HRE '�e= a=1= ;11 111 P WINGSCaLEANON°RTR ROW IX71. 111- E.....x''''AL - y∎� .I,»A BT RreIN ,.L — ,B ROUND RUST VALVE BO RomBING CODES �ll1-I�∎ice∎��11 i1 P II ®11 11- YH TOE NIPPLE MECHANICAL OR FIRE-MEW III■; IRE, warm �A -WOAD. E BRG"R" m"BA�PTgBSNAEL,reB I,mEIAL ANGLE -L-11 L1=1 —=111=111 R.. .aBWE ARO.O,,.°TO rA wR11CAL L -III-M= -fi1� =1T-- ,B PIA.am WATER suPPLr PER PLDMBING caOES MASTER VALUE Ina um, B".L.. LEGEND NOTES A c°uPACrz°EXCAVATED MATERIAL '0,'R.r:,. I al�s ga a B.O:,CL.E &DETAILS R O GATE VALVE Ro,ro:C.,E O SOLENOID CONTROL VALVE,O SCALE O BRASS QUICK COUPLER VALVE 0REDUCED PRESSURE SACKFLOW PREVENTER O SLEEVE UNDER PAVING EREWI NIMWER„NT To DT,Q,A� NOT TO stAa I R-05 i8SHEET s OP f 6 4 _ 7 TABULATION OF QUANTITIES TOTAL PAY ITEM SHEET NUMBERS THIS GRAND NO DESCRIPTION UNIT T-3 SHEET TOTAL SHEET =n,F PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL Winter Springs SR 434 630-2-21 CONDUIT. FNI, OPEN TRENCH LE 220 220 226 &Tuskawilla RD 630-2-22 CONDUIT, F61, DIRECTIONAL PORE LF 445 445 445 I nter!ee[ion Improvements 535-2-22 PULL & SPLICE BOX, F6.1, 23"x24" COVER EA 5 5 5 646-2-21 ALUMINUM SIGNALS POLE, PEDESTAL EA 4 -I w WENT Winter 646-]-72 ALUMINUM SIGNALS POLE, F&i, EA 1 1 2 City of W N/inter Springs FED. DETECT. POST 546-2-40 ALUMINUM SIGNALS POLE, RELOCATE EA 1 64'-2-GO ALUMINUM SIGNALS POLE, REMOVE EA 1 1 2 6 650-2-24 VEHICULAR TRAFFIC SIGNAL, PSI - AS 2 2 2 AIININOiN, 3 SECTION, 1 4V/AY 050-2-60 VEHICULAR TRAFFIC SIGNAL, REMOVE AS I -''"-'-., 650-I-70 VFH ICULAR TRAFFIC 5IGNAL, RELOCATE AS 2 2 2 CIVIL ENGINEER 553-460 SIGNAL PED. RELOCATE AS 5 6 5 =iea 560-2-106 LOOP OFT. INDUCTIVE, F67, TYPE 6 EA 7 7 7 N"`"`""""' 2 CC, 55, 5, TO 665-2-11 FED. DETECT., FS I, 5T0. EA 3 0 & ,,, 565-2-60 PEDESTRIAN DETECTOR, REMOVE EA 6 0 L ■575 6.5 565 6 6 _ 4 g 2 7 • GENERAL NOTES: GENERAL SIGNAL HEADS 04.45556 UNLESS E55 OTHEPWISE NOTED,ALL REMOVED EQUIPMENT SHALL BE DELIVERED 2. AI._VEHICULAR SIGNAL HEAD ASSEMBLIES SHALL BE ALLIAFINUM/POLYCARRONATE WITH 1. TO THE A NTAINENGINEER ING AGENCY AS DIRECTED BY HE EXCEPT TUNNEL VISORS. '^ITT CONCRETE POLES WHICH SHALL BF DISPOSED OF EY THE CONTRACTOR. Z CO A RACTOR IS NOT TO USE JONES PLUGS, Winter Springs SR 434 CONTRRACt OR IS TO NOTIFY THE MAINTAINING AGENCY 2 BUSINESS DAYS &Tuskawllla RD PRIOR TO BEGINNING CONSTRUCTION. Intersection.Improvement, k 2. IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT UTILITIES 5"E'-'13 5jn^ RUNS ARE TO BE INSTALLED BY JACKING,DIRECTIONAL BORING,OR TRENCHING. 3. THE CONTRACTOR SHALL HAND 7,10 THE FIRST 2 FEET AT EACH PEDESTAL I. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WITHIN THE PROJECT LIMITS AT LEAST 48 City of Winter Springs LOCATION TO'VERIFY NO UTILITY CONFLICTS. HOURS IN ADVANCE OF ANY OPERATION THAT MAY CONFLICT WITH OVERHEAD,UNDERGROUND, OR AREA'UTILITIES. 4. THE CONTRACTOR SHALL VERIFY COLOR CODES FOR EQUIPMENT WIRING WITH THE MAINTAINING AGENCY PRIOR TO ORDERING, SEMINOLE COUNTY TRAFFIC ENGINEERING NOTES 5. THE CONTRACTOR SHALL COORDINATE THE FINAL ACCEPTANCE INSPECTION WITH THE ENG NLCR AT LEAST TEN BUSINESS DAYS IN ADVANCE.SEMINOLE COUNTY 1. THE CONTRACTOR SHALL COORDINATE AND SEEK ANY NECESSARY APPROVAL,FROM OTHER TRAFFIC OPERATIONS(CHARLES WETZEL,407-6655698j,F 01 �� 'IM-IG RI S OPERATIONS UTILITIES,NA, I-RILE TO WORKING ON THEIR INSTALLING INS JOINT-USE POWER FAXES,SPAN 6V IRE ASSEMBLIES, CIVIL ENGINEER BE NOTIFIED.CITY OF WINTER SPRINGS(KEN INSPECTION S,407 07 E P9) SHALL OR SIGNAL POLES AD1AfFIJ, TO THEIR FACILIFIES OR POWER�INE S. BE NCi-lF1EU TEN BUSINESS DAYS BEFORE THE INSPECTION 15 7C BE PERFORMED - INC 50 THEY MAY BE PRESENT. AROUND 2. AND ALL UTILITIES SHALL BE RESPONSIBLE FOR LOCATING IN AND WORKING NEAR AND .SH ANY r=.s. 62 THE CONTRACTOR SHALL MAINTAIN THE EXISTING TRAFFIC SIGNALS DURING THIS PROJECT. AND ALL UFANDI DI ECTHIN THE CONSTRUCTION TOF ION AREA. 'N NDD OPERATORS ORS OF CONTRACTOR SUCH AH PROPERTIES PHALLI BE ANY'SOLELY AND DIRECTLY RESPONSIBLE O THE OWNERS AND Y,CASED OF SUCH PROPERTIES 7, THE LOCAL PROJECT ADMINISTRATOR SHOULD BE INFORMED TWO BUSINESS DAYS OPERATIONS.ANY DAMAGE,INJURY',EXPENSE,INCONVENIENCE,OR BELAY,CAUSED BY THE CONTRACTOR'S R PRIOR TO ANY DIRECTIONAL BORES. OPERATIONS. - IN THE EVENT PERMANENT VEHICLE DETECTION IS DISRUPTED,PROVIDE AN ALTERNATIVE 3, THE CONTRACTOR SHALL NOTIFY SEMINOLE COUNTY TRAFFIC ENGINEERING 24 HOURS PRIOR TO 8. MEANS OF DETECTION TO ALL LANES APPROACHING THE INTERSECTION,SEPARATING EACH DESTROYING DURING CONSTRUCTION SHALL EXISTING LOOPS ORS SENSORS TOR AT LE THE MOVEMENT WHICH PREVIOUSLY HAD DETECTION.THE TYPE OF DETECTOR SHALL BE CONTRACTOR IS TI-I-C ONT' T ITO N BE REPLACED BY THE CONTRACTOR Ti EXPENSE. APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.EOUIPMF_NT SHALL ONLY DETECT WITH NO TIME L THE CONTRACTOR FFI TO CHANGE ANY SIGNAL (NOT TEMPORARY WITHOUT COMMUNICATING E CTI THE INTENDED MOVEMENT. ITNNC ZONING. COUNTY TRAFFIC IC ENGINEERING. IF LOOPS(NOT TEMPORARY DETECTOR,T ARE FUNCTIONING,I ENGINEERING. MAY BE REMOVED B1'THE CONTRACTOR WITH APPROVAL FROM SEMINOLE 9, TOE MAINTAINING AGENCY IS: COUNTY TRAFFIC ENGfNEER1rVG. -INTERSECTION OF SR 404?419 AT TUSCY AWILLA BLVD.IS THE CITY OF WINTER SPRINGS, 4. THE MAINTENANCE RESPONSIBILITY FOR ALL SIGNALS WITHIN THE CONSTRUCTION LIMITS SHALL CONTACT KEN HUTCHINGS,ABS 327-5989. REM ALAI THE FULL RESPONSIBILITY OT THE C'CNTRACIOR,FROM THE 7I1'4L CONTRACT WORK BEGINS UNTIL FINAL ACCEPTANCE BY SEMINOLE COUNTY TRAFFIC ENGINEERING.ON A BY INIYRSECTI0N 0 ALL MOVEMENTS SHA L E ACTUATED DURING CONSTRUCTIC1N EFFORTS TEMPORARY BATS. THE CONTRACTOR SHALL HAVE AN 1.14.S.A.LEVEL 2 SIG1VAL TECHNICIAN ON Si E THROUGH DETECTION UNITS SHOULD SE POSITIONED TO 41010"FALSE 1"DETECTION OF CROSS ALL PHASES OF CONS-.RUCTION AND ON CALL WITH A 2 HOUR MA/IIMUM RESPONSE TIME. TRAFFIC OR VEHICLES TRAVELING IN OTHER DETECTION LOVES.THE EQUIPMENT SHALL ONLY DETECT THE INTENDED MOVEMENT. 5 IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE.SCHEDULE,AND PA)'FOR LAW ENFORCEMENT OFFICER ASSISTANCE,WHEN DEEMED NECESSARY,WHILE WORKING ON SIGNALS WITHIN THE INTERSECTION, R. SIGNAL CABLE AND DETECTION WIRE ARE NOT TC7 BE IN THE SAME PULL BOX. =E^B'I,n^u FED FEATURES 7, INDIVIDUAL PEDESTRIAN POLES SHALL RE THE ALUMINUM BREAK-AWAY TYPE MOUNTED ON AN 1. THREE(3,SPARE CONDUCTORS ARE TO BR RUN TO THE FURTHEST PEDESTRIAN SIGNAL HEAD. 18"4181x24''CONCRETE BASE. 2. LONT T RAC FOR TO ENSURE THAI A 4-F0 07 x 4-FO07 FLAT LANDING AREA IS ADJACENT TO ALL . ALL PEDESTRIAN HEADS SHALL BE COUNTDOWN TYPE DETECTORS FOR PEDESTRIAN ACCESS. 9. ALL SIGNAL HEADS,PEDESTRIAN HEADS AND PEDESTRIAN BUTTONS SHALL HAVE',VEEP HOLES. 3. NO POLICARBONATE HOUSING OR MOUNTING HARDWARE WILL BE PERMITTED FOR PEDESTRIAN 10. ALL POLES,FOUNDATIONS,AND CABINET ASSEMBLIES SHALL HAVE 50'OF GROUND ROD AND C SIGNAL HEAD ASSEMBLIES. SHALL BE BONDED IN THE SIGNAL PULL BOX NEXT TO THE TRAFFIC SIGNAL CABINET. 4, PUSH BUTTONS SHALL EL CONSTRUCTED WITH MECHANICAL CONTACTS.MICROSWITCHES SHALL 11. ALL EQUIPMENT AND MATERIALS SHALL BE APPROVED BY SEMINOLE COUNTY TRAFFIC ENGINEERING. NOT BE USED. 12. EXISTING OPTICD)'SHALL REMAIN OPERATIONAL DURING CONSTRUCTION MAST ARMS 1, IF A CONTINUOUS RUN OF SIGNAL CABLE IS NOT POSSIBLE FROM THE CABINET TO THE SIGNAL HEAD,THEM A TERMINAL BLOCK SHALL BE USED_ 1. SIX FEET OF ADDITIONAL SIGNAL CABLE SLACK SHALL BE WOUND AND NEATLY STORED INSIDE PAY ITEM NOTES THE UPRIGHT AND SUPPORTED BY THE CABLE CLAMP SUCH THAT THE TERMINAL BLOCK CAN BE REMOVED FROM THE UPRIGHT TO ALLOW FOR TROUBLE SHOOTING. 1. PAY ITEM A10.646-1-11 INCLUDES A BREAK AWAY SANE AND SLIP FITTER. 3. THE CABLE GRIP SHALL BE OF SUFFICIENT SIZE TO NOT COMPROMISE THE INSULATION ON THE 2. PAY ITEM NO 665-171 INCLUDES FTP-68B-56. SIGNAL CABLE. 3. PAY ITEM NO 690-100 INCLUDES REMOVAL OF EXISTING LOOP LEAD-INS. SIGNAL CABLE,LOOPS,CONDUIT,&PULL BOXES 1. TYPE F LOOPS SHALL BE 40-FOOT x 6-FOOT AND EXTEND 5 FEET BEYOND STOP BAR. o:^,a.*mnew 2. DELAY TIMES FOR LOOPS MARKED"DELAY"SHALL BE SET TO 5 SECONDS.ALL OTHERS SHALL BE SET TO ZERO. 1159B,AT 3, PULL BOXES AND COVERS SHALL BE NON-METALLIC CONSTRUCTION WITH RECESSED COVER LOGO = "TRAFFIC SIGNAL"OR"F18ER DPI IC"AS APPROPRIATE_ "'P ' 4. WHENEVER POSSIBLE,ALL LOOPS AND SYSTEM SENSORS SHALL BE CUT INTO ASPHALTIC CONCRETE STRUCTURAL COURSE PRIOR TO PLACEMENT OF THE FRICTION COURSE.ALL LOOP LEAD-IN CABLES SHALL BE PLACED 1N CONDUIT. 6 _ q g 2 YEL POLE r U L II AECOM Exi('3 Red.Feature, 1 ETA 595+4939,74.50'LT Existing, 02 P - t (TO BE REPROVED.) (TO 3 RELOCATED FR`! lR�. DETFCTORS FOR LOOPS m ti30-211 40 LF TO STA 595449.10,74 5C' T) 645T-50 EA 64o 1-11 1 EA ' 665-1-60 _ EA 653 400 FA I ` '0. NO. u 1U. ., �_AY F Existing P2 Pedesl ian Signal-,. 665-1-11 1 EA L (`� E I 665-1-60 7 EA (TO BE RELOCATED TO I LOOP 0 NEW 57 TI EIS ,3„u, 05 OE[S LTS. STA. 94+79.97,77.27 LT) &Tuske Springs llo RD R 434 50 LF 630-2-1: I �3 6..5 40P 7 45 650-1-14 I 6Sf, 1,,_ S Interse00l Improvements 1 7 5 PLO POLE -[ 'sting P4 P=d.Features 7I ' I City o/ 'I le S l dfi STA.594,79.97,/7.21 LT 1 (TO REMAIN) _, ' 2 ' ity.fR R l n 530-2-11 30 LF II 4 \ 665-1-11 1 EA L-S 1 - 5 546-3,0 1 LA 665 441 1 E4 \ \ 665-1-60 1 EA -7 ,,,� I r i 5 . _ . 4 , g . 2 . AECOM LEGEI D ylP01 80.2 E ARA,IS POLE ERIE3T,2105 \\//:- % ! C -A LCu + A1 TI !L^!K:�,0 kJ EXISTI8O 3 5ECTIOW HEAD TO OE RELOCVED TO LIST65E 35 S G6VS f RT Tt3AI ERGO ,tFC c /-PC IN 1 P FIGRO3ED 3 SE,1712,'LEFT TEL ,.AL HEAD a' _ Winter Springs SR 434 &Tuskawilla RD ItS NO.1 f;GLE AS 2 POLE OR Intersect o or Imp overn ents 1 SLEST AR'I FOR DODE E ARM POLE CLIENT CITY of Wintot Swings E HS 0 C e A Ha 113 H2 111 E -6, —- 1 Mk ENC INLET V SIGN 0 SIGN C SIGN S Pt StG A 52-1 T 1424 03 02 6V1 slit; cl -.--W5-6- 7'8C .n 5 A 3 2 7 .,� HEIGHT -K 7 -A:_3.04 1, TI! TEE OF D Tt�,I LEVATION �, r D *DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSE545LY SIGNAL DATA SIGN DATA ID SHEET LOCATION wv CROWN 516.3,en DISTANCE FROM POLE Cr, ARI DISTANCE FROM POLE/HEIGHT AND WIDTH OF SIGN �oUx ,�r via ac nrs ` NO NO. BY STA. ELF,,,,,, w ELEV. /'• r 6 r,I. ; A 2 r 3 > q . 5 2 6 v 7 r,u:rii U.H• W7.,:7 F Hi W'7 8 HO 12!2 C H3 W3 0 514 114 F HS WI F HE INS 6 N7 IrE I T-3 574._',353!.67 4/23 Y Exist. 1 N/A Il - N Al R.1 58 3 66 3 /4 53 76 rAl/A 2 2 --_ --- ' 5 — 1 6 _-- I 1 6 1 0 4 .3 L ,A,...„,.,.... ... I„ >y X2.4,.' 1 >_ e.a.. _ � :�... ... . . . . 5114 _ r 'REM I. ri,......• :t:::,.7,z ..... . ,,,,,. _L....: : _ _ �� �r _ , - l _ � _fit- ' � ,r J111111111 \—■ Nil=1 r L SUBW4 .. C S(IBWAY . I...... 1.-1. ,„,,„,„ rxotrre I.•- Fe1ExOffice •k Fed:.Office k ■■ lik.- =WLIJ_Nz r6_Rn532�2iI_Tt3743= sW 1 N T E R S P R-1 =MN c� 's�CS' J ��� L -tom �IL 7--'' r-r=•T rF . - � ' i4i 'l� itilti ,ti �ti 1 Town Center Entrance Town Center Entrance Town Center Entrance LARGE LED DISPLAY SMALL LED DISPLAY NJ LED DISPL.AI 0 0 0 ATLANTA AUSTIN These documents are intended to illustrate design Intent and should only be ,p iN T e - Sheet Title: 0.63, contained g – R s„ City of Winter Springs Categorical Sign CHICAGO DALLAS used as a general guideline. No information contained herein should be f 8ui p Civic Wayfinding System Overview DENVER HOUSTON construed as an engineered element.The fabricator/installer shall be respon- sible Concept Series PHOENIX SAN ANTONIO for all structural,electrical and mechanical specifications. Information ntained herein are part of an original and unpublished esign by National Sign ORLANDO plazas,Inc. Detailing and information contained on these pages shall not be Created and Submitted by:National Sign Plazas,Inc. NATIONAL.SIGN PLAZAS Submitted on: February 27,2015 reproduced,copied or utilized except for the specific project for which they rY NSP.BIZ (888)982-1234 were created,without the express written consent of National Sign Plazas,Inc. Received by:Randy Woodruff,Senior Planner 7 • 6 • 5 • 4 • 3 • 2 • I A ECOM Zre:clx7 F .......-, Winter Springs SR 434 &Tuskawilla RD 4 ■ 1,2tzteLtontprovements / ctEorr / a 8. '''' \ N City of Winter Springs t Ala 0/1111k VWCIR MIX.WI... 11 I I 18\087* 1 I CROSSWALK EnURGEtENI4 " f I COMILTAMS E OP : I Me 4 ) \ / • ,/ • 1 -.'\.4% * , ai • -„, , • . , „ FLAZA ENLARGEPENT;;) + \ • . D /111 AI 0 AI —1.111111141 111 'c i 't SU:WALK DrAL nEcenunox . —.... 4 7* : • ) E \ DANI.ER POLES AUGN POWS STAKE tOCAIION .--r I \ Br CI,PRIOR 10 A4STALLATIOK C TM_ SCRUAIK AT BUM DUAL SIDEWALK RAN 4.--/ ....P., .............. ..... 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PROJECT.X.ER HBP g ofurnore ABA 4 . q OREM.SCA.MIENORINPRE. 1 0 FT 10 20 Nab SPEET TELE A HARDSCAPE PLAN ,S 0 sAFFI,APAER 1-* Vt- HS-03 ell slim 9 or 9 7 ° 6 • 5 • 4 . 3 • 2 • 1 mIsmcm It cm..swum,.c. 7 ° 5 • 4 • 3 • 2 • 1 ASCOM , 1 F V‘01411 Wnter Springs SR 434 &Tuskawilla RD Intersection Improvements <Linn City of Winter Springs ....„.ii 0 I 0 I ® ® )> FELOCATED Ark Z CLOCK IMER W • -_-_____., ....,....i az.501AIS.ISETAL V.17 / El \ 07 SIDEWALK AT et.DETAL .e. 1 ... —IIM, ;} Mil 4.. M•I IBM t p in M. , 11111111 IIIIII 1 ,.- MEM. I MI" 1• D 1 411—mnn=NmNi____Fs..ommiMmmi INNEEI • 1 • im=11111111.=immaimmis=mmimum , PIIIIIIMEENIMEMENIMIIIIIMIN1111••••••••M■lommarINUMIINEMIIIril•MmIl117WEE111111•11,1011•Miej VM11•11111•11•1 111•1=41111 t : . .." , „,/ 1 ._ / , 7 ,„ / / / ,/ ,.,--, ,. / / 7N / 7 / / / ig - -- 1e ii 1 li " 1 I I 1:1 1 t 1-- i I 115 II c"-----..)---- 1 I 7 1 I 1 I . 1 1 , . , .,.• _ 5 1 \ ,,,,,,caters .47 inns .. c ,....... ---,... 1 —q:;laus sELTER 1...,., ° ....... —W. 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