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Home My WebLink About2015 01 26 Regular 600 Intersection Improvements at SR 434 and Tuskawilla RdCOMMISSION AGENDA ITEM 600 REQUEST: Informational Consent Public Hearings Regular X January 26, 2015 KS KL Regular Meeting City Manager Department The Public Works Department requests the City Commission's approval of the Final Engineering plans for the Intersection Improvements at S.R. 434 and Tuskawilla Road (Market Square). SYNOPSIS: The Intersection Improvements at S.R. 434 and Tuskawilla Road project consists of a series of safety, operational, and aesthetic improvements to Market Square and the surrounding streets including the Town Center Frontage Road. CONSIDERATIONS: . 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 SR 434 / Tuskawilla Road intersection, and the Town Center frontage road. . A Concept Plan for the proposed improvements was conditionally approved by the City Commission at the March 24, 2014 City Commission meeting and an updated version was approved at the May 12, 2014 City Commission meeting. . The Final Engineering plans submitted herein as Exhibit A are in substantial compliance with the approved Concept Plan. The major improvements include: o Eliminating the southbound Tuskawilla Road right turn bypass lane that is causing confusion for drivers; Regular 600 PAGE 1 OF 3 - January 26, 2015 • Providing a longer southbound Tuskawilla left turn storage lane; • Reconstructing the sidewalk curb ramps and crosswalks at all four branches of the SR 434 / Tuskawilla Road intersection; • Resurfacing the SR 434 / Tuskawilla Road intersection; • Increasing the southbound Tuskawilla Road to westbound S.R. 434 turning radius • Improving sight lines; • Creating a more functional frontage road along the north side of S.R. 434 between Tuskawilla Road and Doran Drive; • Improving visibility for Town Center businesses at Market Square and along the frontage road; • Creating more space for turning movements between S.R. 434 and the frontage road at the intersections; • Major modifications to Market Square to improve its access, function, and aesthetics; • Improving pedestrian comfort and safety by incorporating landscape and hardscape enhancements; • Eliminating the existing FDOT 5 -foot wide sidewalk and making the 10 -foot wide sidewalk along the existing Town Center storefronts to function as the public sidewalk; • Installation of new decorative high- visibility crosswalks at the SR 434 / Tuskawilla Road intersection; • Removal of existing walls and trees in Market Square; • Installation of decorative poles for hanging banner /gateway signage across Tuskawilla Road; • Low -level landscaping along the Town Center's SR 434 frontage that enhances the appearance of the area but does not block visibility of any tenant signage; • Provides space and additional options for future signage, shade structures, landscaping, and other decorative features along the Town Center frontage The design is complete and the plans have been submitted to FDOT for final approval. The project is scheduled to be advertised for construction bids in March 2015. The construction contract is scheduled to be submitted for City Commission approval at the April 13, 2015 meeting, with construction scheduled to begin soon thereafter. The project has a total duration of approximately six months and should be complete by November 2015. The Local Agency Program (LAP) Agreement between the City and FDOT (please see agenda item # 300) provides federal funding for construction of nearly the entire project. Several items shown on the Final Engineering plans that are considered to be purely decorative in nature and /or unrelated to the transportation improvements are not eligible for federal funding. For the Market Square project, these items include: • Adjustments to the Market Square Fountain Pump and seat wall • Banner poles for hanging City banners across Tuskawilla Road • Relocation of the existing Publix clock/sign tower • Utility service adjustments and coordination • Other miscellaneous items The total cost of the items not eligible for federal funding will be determined through the bidding process and is estimated at this time to be in the range of $195,000. When the construction contract is submitted to the City Commission for approval Regular 600 PAGE 2 OF 3 - January 26, 2015 (scheduled in April 2015), staff will include a detailed cost breakdown of the items ineligible for federal funding along with options on how these items could be funded by the City, modified to reduce the cost, or deleted from the project at this time. FISCAL IMPACT: The transportation improvements are entirely federally funded through the LAP Agreement with no fiscal impact to the City. As discussed in the agenda item, non - transportation and other decorative items are ineligible for federal funding and would need to be funded by the City or deleted from the project. This agenda item is only for the approval of the Final Engineering plans and is not requesting any City funding at this time. A request for City funding will likely be part of the request for award of the construction contract agenda item scheduled in April 2015. COMMUNICATION EFFORTS: This Agenda Item has been electronically forwarded to the Mayor and City Commission, City Manager, City Attorney /Staff, and is available on the City's Website, LaserFiche, and the City's Server. Additionally, portions of this Agenda Item are typed verbatim on the respective Meeting Agenda which has also been electronically forwarded to the individuals noted above, and which is also available on the City's Website, LaserFiche, and the City's Server; has been sent to applicable City Staff, Media/Press Representatives who have requested Agendas /Agenda Item information, Homeowner's Associations/Representatives on file with the City, and all individuals who have requested such information. This information has also been posted outside City Hall, posted inside City Hall with additional copies available for the General Public, and posted at five (5) different locations around the City. Furthermore, this information is also available to any individual requestors. City Staff is always willing to discuss this Agenda Item or any Agenda Item with any interested individuals. RECOMMENDATION: Staff recommends the City Commission approve the Final Engineering plans for the Intersection Improvements at S.R. 434 and Tuskawilla Road (Market Square). ATTACHMENTS: 1. Exhibit A - Final Engineering Drawings (56 pages) Regular 600 PAGE 3 OF 3 - January 26, 2015 04 s,ki H � U � Incorporated • I959 ' OD WE TR J�•� AECOM Design + Planning 150 N. Orange Ave.; Suite 200 Orlando, FL 32801 Phone: (407) 843 -8552 Fax: (407) 839 -1789 Contact: Tom McMacken Brindley Pieters & Associates, Inc. Civil Engineer and Stricture] Engineer 2600 Maitland Center Parkway Suite 180 Maitland, FL 32751 Phone: (407) 8304700 Fax: (407) 256 -8505 Contact: Randy Augat Southeastern Surveying and Mapping Company Survey and Utility Designation 6500 All American Boulevard Orlando, FL 32810 Phone: (407) 29248580 Fax: (407) 292 -0141 Contact: Gary Krick Clear Engineering, Inc. Electrical Engineer 13651 Crystal River Drive Orlando, FL 32828 Phone: (407) 277 -3431 Fax: (407) 277 -8343 Contact: Darius Adams Prevost Stamper Irrigation Irrigation Design P.O. Box 470731 Celebration , FL 34747 -0431 Phone: (407) 599 -9008 Fax: (407) 508 -9464 Contact: Michael Prevost INTERSECTION IMPROVEMENTS AT S.R. 434 & TUSKAWILLA ROAD MAYOR CITY MANAGER PUBLIC WORKS/ UTILITY DIRECTOR CITY ENGINEER Florida Deperhnant of Transporletbn, 2D15 Design Standards aid revised Index DraWnge as appended herein, and 2015 Sandard specifications for Road and Bridge Construction, as arrended by contract Documents. For Design Standards, click on the 'Design starderch' link at the folbwing web alto: htip:Uwww.obtzIaaAw/rddsslgry For the Standard specifications for Road and Bridge Coreaudbn, dk:k on to SpaCHkatbns' link at the following web ales: h1roW.— .mt.slma.auNsp ftx1 offioffbW WINTER SPRINGS, FLORIDA FP N # 432642- 2 -58 -01 FAN# 8791 -012 -U Charles Lacey COMMISSIONER Kevin L. Smith COMMISSIONER Kipton Lockcuff, P.E. Brian Fields, P.E. COMMISSIONER COMMISSIONER COMMISSIONER CONSTRUCTION DOCUMENTS ISSUED FOR BID January 14, 2015 PREPARED FOR CITY OF WINTER SPRINGS DEPARTMENT OF PUBLIC WORKS 1126 East State Road 434 Winter Springs FI 32708 Contact: Brian Fields, P.E., CFM VICINITY MAP —21 Not to Scale North District 1: Jean Hovey District 2: Kevin Cannon District 3: Pam Carroll District 4: Cade Resnick District 5: Joanne M. Krebs SHEET INDEX GENERAL DRAWINGS COVER COVER SHEET TOPOGRAPHIC SURVEY 1 of 4 TOPOGRAPHIC SURVEY 2 of 4 TOPOGRAPHIC SURVEY 3 of 4 TOPOGRAPHIC SURVEY 4 of 4 TOPOGRAPHIC SURVEY CIVIL DRAWINGS C-01 DEMOLITION PLAN C-02 DEMOLITION PLAN C-03 DEMOLITION PLAN C-04 DEMOLITION PLAN C-05 GENERAL NOTES C-06 PAVING PLAN C-07 PAVING PLAN C-08 PAVING PLAN C-09 PAVING PLAN C -10 GRADING & DRAINAGE PLAN C -11 GRADING & DRAINAGE PLAN C -12 GRADING & DRAINAGE PLAN C -13 GRADING & DRAINAGE PLAN C -14 SIGNING & PAVEMENT MARKING PLAN C -15 SIGNING & PAVEMENT MARKING PLAN C -16 SIGNING & PAVEMENT MARKING PLAN C -17 SIGNING & PAVEMENT MARKING PLAN C -18 MISCELLANEOUS DETAILS C -19 MAINTENANCE OF TRAFFIC C -20 TRAFFIC CONTROL/CONSTRUCTION SEQ. C -21 TRAFFIC CONTROL(CONSTRUCTION SEQ. C -22 TRAFFIC CONTROL/CONSTRUCTION SEQ. *:/:11-3 III r_1 SN -01 STANDARD NOTES & DRAWING SYMBOLS HS-01 HARDSCAPE PLAN HS-02 HARDSCAPE PLAN HS-03 HARDSCAPE PLAN HS-04 HARDSCAPE PLAN HS-05 HARDSCAPE PLAN ENLARGEMENTS HS-06 HARDSCAPE DETAILS HS-07 HARDSCAPE DETAILS HS-08 HARDSCAPE DETAILS HS-09 FINISH SCHEDULE LANDSCAPE DRAWINGS LS-01 LANDSCAPE PLAN LS-02 LANDSCAPE PLAN LS-03 LANDSCAPE PLAN LS-04 LANDSCAPE PLAN LS-05 LANDSCAPE DETAILS AND PLANT LIST ELECTICAL DRAWINGS E1.1 ELECTRICAL PLAN E1.2 ELECTRICAL PLAN E1.3 ELECTRICAL PLAN E1.4 ELECTRICAL PLAN E2.1 ELECTRICAL NOTES AND DETAILS IR -01 IRRIGATION PLAN IR-02 IRRIGATION PLAN IR-03 IRRIGATION PLAN IR-04 IRRIGATION PLAN IR -05 LEGEND NOTES AND DETAILS SIGNALIZATION DRAWINGS T -1 TABULATION OF QUANTITIES T -2 GENERAL NOTES T -3 SIGNAUZATION PLAN T-4 MAST AND ARM TABULATION SHEET NA FINISH FLOOR-45.26 f WALL ((1204 5.33 45.SJy` iE CONCRETE 45.X 44.182 4j.3 44.60 6 1 45.00 44,79 �Y 1 s ,PACES a.az INLET OPN 43.888 44.06 X�E NV 38.48 46,83 NE IS' 44.85 5 1g REP- 44.38 44.24- _- 20 ex PPAREOF RICH (R RIGHT OF WAV M .4 JZMA PECONCRETE WALK INLET SET N &D STAMPED oP =4442 .60 "SSMC LIP V PT." SSEE4I NV_3 ,63 N= 1586413.39 44'52 X NW INV -34.53 E= 571853.02 ELEV =44.55 W W A W (n APPARENT RIGHT OF WAY LINE (PER RIGHT OF WAY MAP SECTION 77070 -2516) VIEW LAYOUT a WINTER SPRINGS TOWN CENTER 528 -EF 43 2 STORY BUILDING r1j STATE ROAD 434 2 7/1206 #1208 12 a NUMBER cw 4537 �( 32 45.3 528 X4524 ry CW 3.5, 434 / 4544 / 45,22 4517 44.24 528 CONCRETE BRIC PAVERS RHCP 4 4517 4Qi99 COA V Jo RISERRIC 4.18 .5 44.67 4457 4536 a.fi4 44.660 � 4 45.28 4.72 r LIFT O ENHAUST STATI.N 43.03 44,72 44 98 44 75 4 A75 4 39 r(� 3 SP CES \ R N 4358 a G SPADES CONCRETE BRICK PAVERS= 44.32 2 HC SPACES ��'��'3'/5 E _5 // 43.8 VEMENT 4q / 43 . `/`4481 44'74 44, 4549- 4437 45.06 X44, SER -SERIES CURBN PB 64 PG 63 44.0E -44, B4 R 44.38 4 .62 44.51 43.98 INL /(335 TOP 332 jW 'V-" 4 .87 3.754394 / 42 JF WAY LN 44.6 HC 4a.s ERE RAMP X GRA55 DRAM y RBBON ECT ON J1 45 0 2 16) 4434 44.31 TO BR PAVERS CK TO FCP4a4 3 4 4437 T7 CONCRETE W 44.2 RAMP 4 3a 434 RAMP 44.3 GRASS GUIDE 41 OF X 44.23 O O � 43.85 43.67 8 43.44 43. wLITE PAINT STRIPPING 44 Jw4.36 X44YIS - ^ JLm SEDGE OF ASPHALT PAVEMENT PAVEMENT 4 09 7 VIEW LAYOUT a WINTER SPRINGS TOWN CENTER 6 G33 FLEE IC r1j STATE ROAD 434 RI(STYP) (3334 X41,11 31 SHEET 4 NUMBER L �z NOT TO SCALE C SE 9 SHEET 2 C) o SHEET 3 \ SHEET 1 suavevoRs REPORT 1. UtilRy ration if s .... o e bored o field caUo ma Inge by Uttl;ly CDm any re xntative sar e reawr s aed cons; radio p ns Nmiehedr ton IF, 1u y AddlU-1 sub - f- uU Rles by e"si Pth of I,- nal been Oe ocaled. 2. Eos menu alghls way tnal p ,eco aed p r ;hat n e bee fu Ns d tD Ibe ury , omen e been ,nca pointed rata IMS dro ing wrtn pp op ;ate ootafmn. Ome, easements may be dscovered rbA n rearm oI HS pubLC Recorsds. 7. Vertical information shown hereon 1m Dle County Ben-b-, A p.k. na & dis. stamped S m e County in e n a FEIEPl ornted .n Section 3 TD shi 20 South, Range 30 E-F Sem finale County, Florida. Having a design Ul number DF $4733501 w,ih o bl� F tl - blian =44, 54FEETWnDATUM NGVD 29. Pud's e E PAR 1983 1990 od'asted, State Plane E, me nI "" S l po "SHOP rn eow,el lnnwn on ue map re .elatm, m North F[L.I. an Dawm. I coordinate Eysiem, Flonda Fa1t zone. convDl point 111 r 1nle e , Seminole --hi control Dalo, NASD BB. F hand h.1, c ,ete monument with brass disk stomped G.P.S. 0251/ KIDS locatotl in aSeMion 3. Towns p 21 South, Range 30 Eosi, Seminole County. Florida. h 9. Unless shown D y those 1, und WIthm the bound,,;,, DF this su vey or in the immed 1, vicinity of the above described p cel boundorynhove been located. 10. Dimensions are shown .n United States standard 1a vey X11t and decimals HS110l. 11. PosiUOnol accu acy meets National Geodetic Sur y. NGS Third Order, Class One, p iC ally 1:10,OD0, verified by ,edundant measurements. 12. Additio letio a vey m ps or eporise by other than the sgninq party a parties p nibiled without w 11- consent 11 the 13. DAHL L Oaydond BIoc9 show Yeah w ,stab ned a ing a are on eyed ,Mon enfation asd Occ alto nd based Decor ed Plats. Recorded Rignin oI IS, Map., and mlormotlon obi ined on the S.-Oh, CD my P perty Appr,� r web site. No1cE GF LAB m e,tili,d to h Indii,id- n n the D c .Dl AMY otn,, a e, ben o, Glib e by ,iLy other or1Y sbiOIy hlbite e o niCled. i1- e to coos ,,rimed and h eby sd',1 any HhA, liamrty and hereby --icis IF, right, 01 y Diner mdmidwl ar It- 'to us. Ims eu vey, owHho 0 AUII,n coneeul 11 th, °1u veynr. J� a a 15 4 6 G33 FLEE IC r1j BRICK PAVERS RI(STYP) (3334 X41,11 31 4 NUMBER cw AS' 3.43 5 iy3 52 OUNTA a3 a CW 3.5, 434 / /XS 11 •.• 0, Rj 3 X1111 Jo RISERRIC /LANDSCAPE 43 7 IRR ARE BRICK PAVERS © 435 IR�*R! LIFT O ENHAUST STATI.N N 35 CONCRETE '43.4 RETAINING 44 xaAA ,F ' E L LANDSCAPE LAARE 0, AALL E'PANFLRC W 3.8 c 4 LE AN �' ./ DOLE CONCRETE BRICK PAVERS= • WALK 43.67 .84 43.8 X43.85 44.a 44YR/ \ LAND GRASS G MEDIAN • N 44.1 x H SIGN 44, 3x 44PF< APPARENT RIGHT OF WAY LINE A4'9 (PER RIGHT OF WAY MAP SECTION 77070 -2516) INLET \ �a 0P =42.82 43.45 X l Ne INVV3i - . OF 12.72 Y O 12.08 423 � \ $N PARCEL: f/26- 20- 30- 5AR- OA00 -008A END s/a "IRC ADDRESS: 1200 E. SR 434 FL DOT 5/8 -i A2:12 42.7, DR MITCHELLS SURVEY 229 z 1 OF THE LE GRANT n155 2' 4 ` WITNESS GUFE FER TNESS POST "LEVY CDONALDS RESTAURANT" 3.22 11 5n 43.29 1 = 20 a1o7 - 43.79 APPARENT RIGHT OF WAY LINE GRAPHIC SCALE 2.20 S cbc `9%3 43 29 (PER RIGHT OF WAY MAP SECTION 77070 -2516) 0 10 20 40 P 0 POLESTR AN s 42.53 EO CK \ +42.938 X32 TRAFFIC x ^ POLE n 6- X42.7 42.97 v `�L 9H \ 3 ax INV -4236 X435 2, 42,6 X 03.92 > ` 2.5 a24� d'CP OS 43.0 a '3 wTNFSS aos 3.50 DRANAGE BTLE 43.0 HC 43.09 3 NV 42. - _ _ q3 - 44348 TOP 42.32 P 42.65 IRE ANT BTL - • ❑ _x ❑ 29 APRON SE NV 35.55 24° 43.06 3.19 3.40PEDES7RAN �� 3.39 4328 x43.2 NW NV 3543 X m 3.08 GROSS LK 42'84 DR UROp RAMP 43.33 POLE 32g 32 CONCRETE WALK 430 RAMP �DM 3D RCP a 6 2,)2 RB GRASS A X433 43.2 GRASS 43.2 42.37 vnuNF 4 17 E�3.19 3.27 `WFITE PAINT S 1IPPIN 43 3.23 � 42.5, 4 4 . a 2 3.,3 4311 42.86 \ 42 HO 4 AM `WHITE PAINT STRIPPING WHITE PAINT STRIPPING INLET RAMP 43 CIA I V =36 SW V-36 N.31 PAVEMENT 4 z 44.08 3.50 r 43.30% e 4CS0 43.95 CURB & GUTTER 418 (43.2 2.8 x4 X ,44 4426 X4 a.1 D G STATE ROAD 434 GRASS ORR LANDSCAPE AREA 42 SO (R /W WIDTH VARIES) 0 4Y�l.� {/ O'm ASPHALT PAVEMENT 4.29 `Vl 4 R , 2.3 X 2 �i v 41. Z p {x BRICK x �• x X 0 a PAVERS tr 6 x" BE m 64 2, D PE AREA a 6401 41,S m h 44.51 n ri X44 0 X pi Z 8 .� .^ 44.02 63.0 GRASS �?2.9 �y y JE w Z e U o 43,8 2 CURB & GUTTER C 43 60 43.68 43.35 OF J 43.2 G C) 4A 4344 EDGE Q' o 4340 PAVEMENT w m C F 43 P PAVEMENT � � R O Q 42,91 y 42,92 a2.I5 42.23 9- 43- 42.80 42.75 42.96 INLET 56 DRAINAGE CURB & GUTT 42.80 0 HM TOP =42.67 C A 8 4264 30 CONCRETE 422.77 42599 z P PEDESTRIAN 4317 X ON FIE 4X 43.00 43.08 H 427 WHITE PAINT STRIPPING 43.02 ISTAR 1+319 6 Qi 42.0E ONL /a5., INI0 /8 1R� .3.2 CO 922 OHL OHL wl R / DMA' FLA OT PR -7 43.22 E1E 43.06 P ❑ A 452 WITNESS POST CROSS WALK y� w 43 - 332 4338 9 CONCRETE L o RNETAINING i ALL x 30 R TI � ry45.3 LL h r Oy 6T CO a'2 43., 4 2143 J 43.07 PARCEL: �%26- 20 -30- SAR- OA00 -008A 43.01 JJ ADDRESS: 1205 E. SR 434 TV �4, sW a .03 42 66 e 4339 WHITE IINT PART OF LOT 8 " '9p4"F 11 q 43.27 STRIPPI G 42.163 4 \ \ x DR MITCHELLS SURVEY DE THE LEVY GRANT '7 -11 STORE" v 66 43.00 u \ y 0 �-y 42.83 a O z �d Zq q2 SOP O s 3.61 X \ ASPHALT PAVEMENT NO ,p A 4148 3 \ v NO qc 422 S W F A ZL 2 \ � 2 Q Ix \ v 43.348 F. 0� j �4 c7 BIG X 411S s ^PDO a z 43.05 M SO4 6 0. \ 43.86 NO \ ? P RZ s \ % 9 'E, GP`f' P C SIC 04 F" W 9 / s c z TL "OS \ a X O 4376 P TgQy /`�\� ?9� S o \ p 9 J\ v �C9a U NO k 662 A 0 �T 43.87 NO 4 .3J D T L E G E N D & A B B R E A I A T 1 0 N S O �7 1Ax % n a s A = 9 BENCHMARK TR = TRANSFORMER ON SLAB nc - HANDI -CAP TZ�T �A a42o V ELEVATION = CLEAN OUT = ELECTRIC FIRTuRE E RA - TRAVERSE CL = COMBINATION UTILITY POLE D = 11 PT = POINT DMCJ = DRAINAGE MANHOLE .x. = SEWER VALVE CW = CONCRETE WALK -Q UNLESS NOTES RCyw - RECLAIMED WATER METER 11W = RETAINING WALL = FIRE HYDRANT :a = LANDSCAPE LIGHTING H2 = HANDRAIL Xt-d XP OLUMN v = DOWN GUY IRA - IRRIGATION VALVE / -� �� A x LIGHT POLE ® (,; 5 = OAK�� ° eIKE RACK 4:Y O = NAIL & rnsK AS LINE 2 } SIZE SHOWN IS TRUNK = POWER POLE - G 5 "^Umnrx' = PALM DIAMETER I INCHES AT �Z 9 N &D = NAIL & DISK BREAST HEIGHT PF, O = NON- TRAFFIC SIGN �-' FND = FOUND - LM _1 E P ` �} p °x, = TRAFFIC SIGN - 4:�T y R c PB - PLAT BEEF R O od / ELECTRIC SERVICE METER ORS = OFFICIAL RECORDS BOOK dP BURIED TELEPHONE LINE MAPLE N a GP -. =WATER METER -BTL- CS1 Dy B w INV =INVERT LOS = PAGES W =WATER VALVE LICENSED BUSINESS -0- = METAL FENCE � � O, i BACKFLOW PREVENTED E/P = EDGE OF PAVEMENT -OHL- = OVERHEAD LINES O s L 983 = BENCH NAD83 = NATIONAL GEODETIC VERTICAL DATUM OF 1 FLA = FLORIDA x fl DOT DEPARTMENT OF TRANSPORTATION \ ,Tc, O = FLAT GRATE INLET SSMC SOUTHEASTERN SURVEYING AND IRS = IRON DEBAR &CAP ZZ� = POSI /BOLLARD MPPING CORPORATION HR = HANDRAIL TRAFFIC CONTROLLER CABINET CONS = CONCRETE COL COLUMN �✓O P.C. = POINT OF CURVE HE 4 8 TRAFFIC SIGNAL HEAD C &G = CURB & CUT ED o = YARD DRAIN TRAFFIC SIGNAL SPAN POLE R/W RIGHT OF WAY TRASH CAN a 2 4 n 2 a - Box ,C m 9 s s o A 0 am � sPm � z � z 44.56 6 437 a 449 x 95 z 3.52 z \44.35 GTL 4.00 , S9 W S �r 43.31 Q T 9 S 92 ED P � � O T A V P P W OO Q OF S?90 as O 44.68 - 9 / Sx�l \ 55 S 4639 DRAWING NUMBER s' 57255001 ❑ - WIRINC Puu CL - CENTERLINE (P) PLAT = BURIED CABLE TV PEDESTAL PVC = FOLYANYL CHLORIDE PIPE - FDOT = FLORIDA DEPARTMENT A9 SP"'9 SHEET RCP = REINFORCED CONCRETE PIPE = BURIED ELECTRIC PEDESTAL OF TRANSPORTATION S \ NUMBER O = BURIED TELEPHONE PEDESTAL \ v `� f 1 of 4 \ v\ \ 3920 S \\W np 9 1X306 38.85 59' PJEpS � 31 5 0R6µ .2 38.84 NCRESE 58� ,�q m O 9 594° PpJERS 389P \ \PnMP 39.42 ROR ap1GA -y89 39.35 ° 6 JEpS g76 3956 }9.29 A," PN 9 3920 NE o z4 a oR a `O �'. 38. SPHSPg3l,A m a•pJC o O 0 39.2 SOP�J93 0\ 39.30 j,1n .94 C1 �NV932 .8gp OO 3930 3 45 39 N 3 5963 OoN6 9.09 pPJERS �J X c 1 39.30 0p1,µ / N w 59 39.28 X-�q z 37955 �' 0 PJG% "' 39.39 N A q 95 Tr / 1WP _ N93230 III 39.24 �' \Op INLfi D -1 OP =39.1"I 59 Sa 39 63 v0 �{ soarnzi.os /yza2 Pp �� an 59q 22 PS zR 3�zz �o�H X \\ N INV -33.13 OONCMP g7 Op �` PC� 39, 3X I 20 ( o PJ ER �6 �0 6� PRA P56. 6A, N p 35 0 Q m o e� n0 X36 d0- pOYa NAC�N � 6 2 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69 PAGES 96 -98 OQ, O aos � X mX° X 9 u vX . ra 1 m 92.20 -p 4183 T'a n 9 X 43.19 s J 'o 41.51 1.52 <' m D." 41. BRISK RS o -A BO p5 Xy F O SITE BENCHMARH N 4l SET N &D STAMP � v 40 41.51 X "SSMC TRAY. Pi. vZ 41.364 � N= 1586395.89 Z Z o N E= 572203.45 Fo 41- .9 ENO % P� 1P F iS E EV =41.12 o� r 44,21 43.18 Z m 3 o f o X,, o X, s v n N x a X x 69,�3h h 66Ass � o a O 40.9 X o M ss� 4ozss 41.32 sy a X 4 a8 43 2` c � 19 O 2' 16 ° N ¢ m I 4280 ONCFEiE 4 1 70LE1 PI SW 42.1 NV-37 V= 37.17\ O v N SA � a m $ X asses 42.9 / �m X GRASS � �, X / /ce HE 0 42.91 42.59 m -3 a GRA 4262 62'O 42.021 15 4254 P a .91 4g NLET -3.84 5.28 p' 0 4142 ©` .5 412,\Q 0.51 0.2 X -0.10 n TOP- 42.82 NW iNV -37.00 E INV=31.10 - o SEE SHEET X a i� coNC N PA CRS RISER 11 12 041s ry SEE SHEET 1 0 \ 0.81 0.61 ° \\ A \ 4 4 41.54 ° \ a S 41 51 41. /2 <V 41.135 \ 9� ON ll 4 0. 0 1. 42 81 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69 PAGES 96 -98 OQ, O N ROP 41.52 X 9 u vX . ra 1 m 92.20 -p 4183 T'a n 9 X 43.19 _2 I 41.51 1.52 <' m D." 41. BRISK RS o -A BO p5 Xy F O 95� 41 96 � v 40 41.51 X 1 82 1 a0 Ti vZ 41.364 � P �yFO l? I- 41- .9 ENO % P� 1P F iS •h r 41.1 o 9< L �N l% 42 09 44,21 43.18 Z m �4 42.06 X 41,11 o n O x a 2.41 4.64 x 69,�3h h 66Ass � 4 a8 43 2` c � 19 O 2' 16 ° N ¢ m I 4280 ONCFEiE 4 1 70LE1 PI SW 42.1 NV-37 V= 37.17\ O v N SA � a m $ X asses 42.9 / �m X GRASS � �, X / /ce 42.91 42.59 X43 4 -3 a GRA 4262 62'O 42.021 15 4254 P a .91 4g NLET -3.84 5.28 p' -3.04° O 3.3 a X ELECT IC TOP- 42.82 NW iNV -37.00 E INV=31.10 a SEE SHEET X a RICK PA CRS RISER 11 12 SEE SHEET 1 z a O s lo tai j = 30' GRAPHIC SCALE ° o \ 0 15 30 60 4j O ZE- ma o ° !� L U a Q 6 o i Lu 2 En LLJ Lu V) RE E WALK qB.a •2 GRASS PARKING LOT AI 4726 ASPHALT PAVE MENT 48.76 +].19 4].02 46.]] 46.55 X46.6 X45.6 WALK 4�0 4. aS.B 6UI 1AL 4559 4584 030 +S.tD +S BD x5.12 _. 46 II INLET X -48.D2 u TOP =4 SE IIN1 SW Ilm NW 46.30 III' AU INDSCAPE Q AREA Lu W x N Lu VI X 45.82 INLET TOP -44.61 �INV =40.36 0 II II II WINTER SPRING 69 0 N CENT 9g A REPLAT II � II m DRAINAGE VOP =45.70 N 2 STORY BUILDING EV =37.35 III / \/\ 2 STORY BUILDING N I;pn O O R M 3 w 2 g N > - O 30 GRAPHIC SCALE U - 0 15 30 60 0 0 i Z �E ¢ u �p SnEa O ZE, mm�m F Z a4Lmio Dan, Qa 14 ¢ p m m - x moN_ E- �E � Ll O z, F- Lu Lu 2 1n Lu Lu ADDRESS: x/1177 2 STORY BUILDING ADDRESS: x/1172 F OR wnL�K FINISH FLOOR =46.50 6.33 s.+ FINISH FLOOR =46.35 FINISH 45 3 FINISH FLOOR-45.215 • 5.99 \"' 6.42 u X11 1188 L061192 6 x/1196 X1204 II �A c6.3 643 +6 +0 Bab GATE TE +5.44 +6.65 4 iJ' 3n598 5 &Tt e + 6.20 45. X ] X4563 a5.]fi 45.68 45.6] + X CONCRETE Z O 6.52 4645 46.53 �T 45.55 45.65 45.5] 4507 i.78 4626 x625 u4 BRICK q6 B 1gn BR 4� �HC CONCRETE 45.2] ] � ]0 i.35 CONCRETE WALK q 4578. X xam\ PAVERS 4589 z PAV aB tX RAMP 12 45.49 45.6 45.t X3 t2 U II • t2 = • t0 BR CK PA RS 4662 •' 449 .60 4. 45.88 5.97 a0;,\ ary 63 45.50 8 x5.56 a5. t \045 a6 46618 +q 18 Nn 457 ).rye El n q „ 45.]6 • 1 •, �e a6 t8 x609 +6.02 4555 a x500 4.]9 +a.8t a ]2 26 g6.g6j' +6.02 /!y +529 a8 32 PLANTER 45.63 4566 T W - + 4590 3 "PVC WITH 6. r o x6.19 F EOP 9268 45.60 44.42 PIPE IN e° �N 7 N INLET Z In, INLET m CURB .N 37 .ASPHALT PMVEMENT TOP -4522 = X..... WALL X ugi FIRE 45. +2� 4$....nn LP X X� rW INV -36.38 7 p' w v -34605 - HYDRANT 530 q O6 / E Nv -38.41 483 X44.81 i O x 1fV 3985 .`` 46.39 45.53 r° - X45.12 + + X +629 5' U CASEMENT 45.8 AY X" i2B 45.0] ONE wAY u qa 42 a +85 4 5' UTILItt EASEMENT 45.9] ASPHALT PAVEMENT 4591 521 PER PB 64 PG 63 x5.58 ONE wAY ^656 a5 ]7 +5.03 62 PER PB 6a,'PG 83 _45.58_ 98- 4 +9 - +530 +4.64 x485= RC2� 44.38 -x524 - +5.98 4638 45.7] 45.54 X65. +5.08 YR +540 45.5 4a 99 44.20 x480 4506 d -30' RCP 45.53./ 4592 �\ 45 9= la . .. e h Lt .�] z 46.20 X45.5 GRASS ++e NAR (PER A* r.'rr =sECr1oN iNE -iete fE X45.7 GRASS X45.6 4630 5 x(45.4 X45.3 1 T X455 45X452 { X KER U a d 1 45.44 A 45.1 WALK ` u r., ASPHALT 45.60 NL. .4q a .1 44.96 4.80 q J2 - -36 =RCP_ 1 - CONCRETE_ cc^ �5. x ry g 45.30 }6" RC)= 3s" 45.t2 - CONCRETE W ^.LK 44.90_ - - _ as 60 44.72 ga.50 36` RCP 4 L�6 Y V CONCRETE WALK qq qq 4�f 45.7 GRASS q5.s 51 v CROSS WA q5 may. UUNA� U sa.9 44.8 + +.] O F X S.aOJ aa] 1... 45.30 45.62 45.13 x502 030 5.33 �yy,y tE PAN C x500 5 2 +4.] 4.60 ++.63 95 + +80 030 + +32 a+ 4421 ee p9 394 + 0 a �' F M -3 ;,RIPPN . 4 11 4 o Z 45 TO INLET D9 SITE BENCHMARK 7 _ NY -x 4s wreITE Pa N s- rrelPPilvc SET N &D STAMPED INLET E a SE NV -3 B SE NV- 39.6} �d N sw Nv -3761 u 6] 60 "SSMC TRAV. PT." gasz X - "na.3 v, X +5.63 X 45.35 X45.33 X 45.23 X u X 45 U5 X 44.66 X 44' X 4a. SW INV -37.72 45.09 m ASPHALT PAVEMENT IN 586413.39 NW INV =34.53 U] \O E =571853.02 c3 ELEV =44.55 III G / 45.90 2 U B ,EDGE OF PAVEMENT 45.85 45.76 4543 45.+7 .. .5 ,0 LANDSCAPE n b 4571 45.38 4538 E AREA AREA EDGE OF PAVEMENT 45.00 +5.03 �ANDSCAP - n r� yry O5 y a c0� W O N6. LANDSCAPE O d AREA = Z APPAREN- WAY E (PER RIGHT OF WAY MAP SECTION 77070 -2516) - - - - �a STATE ROAD 434 '^ a & n ` (R /W WIDTH VARIES) W 23 ASPHALT PAVEMENT N G r G Z �c = O 01 Z w GO GO DRAWING NUMBER 57255001 SHEET NUMBER - - - - - - - - - - APPARENT RIGHT WAY LINE (PER RIGHT OF WAY MAP SECTION 77070 -2516) 3 OF 4 INLET OP =45.94 NW INV =36.7] NE INV =36.79 rl SE -38.84 K9 w w 0D Ce P7 0 P oO TA1 GO �D W z m m \\ o_ Cl D a 41.91 47Al F FINISH FLOOR-47,83 %1160 48,38 8.32 4J 85 Jab W 48.64 X486 _ a 2 STORY BUILDING 6.92 LK a6s1 \ m a. FINISH FLOOR-47.85 4 &71 FINISH FLOOR 4732 # 138 #7142 �\ x 7/1132 4J e14B X1146 41.80 4I.90X 8.31 4J 09 CONCR 47.72 1.90 41 47.93 .90 \� e \F a 4J 28 6.56 47.72 J 33 x47.74 47.43 x4,19 4J 34 CDNCRE7f 4 21 z 47.17 � 4J 23 �ry 47.75 47.18 - 46.70 3 SPACES 47.20 47 41.71 4J.I6 47.28 �ry 47.33 E P 475 p 47.62 47.68 47.20 4 . 6 SPACES 6 SPACES 46.6 6.1 6.05 6.25 v RIBBON CURB INLET 4732 38 04 46.94 E NV 3830 RCP eX 47.35 46.95 3 4656 ASPHALT PAVEMENT 7oP .90 1 HC SPACE 8.66 ONE WAY A� 716 47.12 6.73 46.76 648 47.69 46.03 =30' R 45.62 45.64 541 45836 Q -�PEDE TRP£EIC X46,8 GRASS ',46.2 412 BRICK PAVERS 45,96 CO CRE7E 4611LR 46.06 4fi.23 6619 ONCRETE WALK 4fi.33 4655 (PER 4633 649 36 RC_ ❑ - CONCRETE= APRON= 46 36' RCP 461 tips' 46.6 f VALLEY CURB A, 4514 INLET 5.35 4562 45.68 a 46 2 561 > IY�J 45.74 as e9 45.85 4577 45,96 J// SE INV .26 EDGE OF ASPHALT 79 SW INV =37.21 6 4.62 48.00 a . 9 47.71 NW INV -33.89 I IM 4ERR ASPH PAVEMENT 46.70 4719 4J 02 46.77 4 6 STRIPPING ',46.16 X46.19 x 46.42 LANDSCAPE a ✓ V AREA APPARENT RIGHT OF WAY LINE (PER RIGHT OF WAY MAP SECTION 77070 -2516) WINTER SPRINGS TOWN CENTER - A REPLAT PB 69 PAGES 96 -98 'TRIG ab48o 7 . X48,84 48.84 J1. 48.25 48.62 4.64 Il i2 4011 4S 48.fi2 48.60 481 48. 6 6 SPACES 817 ASPHALT PAVEMENT 819 9 4 .7B 5 UTILITY EASEMENT q 47.89 PER PB 6 4 PG 63 41.33- _ _ [) 4I a 46 Al ' BUS 4679" SHELTER 4. .Al lElTICN 7-1- 5 ) 46.70 -_ x4 5 46.6 4655 31 RCP �,46 I 2 C111 & GU77ER X-.55 X 4 SITE BENCHMARK SET N &D STAMPED 'SSMC TRAY. PT.' N= 1587043.73 E= 571329.27 ELEV =46.64 ,4T STATE ROAD 434 (R /W WIDTH VARIES) ASPHALT PAVEMENT 2 STORY BUILDING "PUBLIX" 8.85 748.68, L--4S 833 191 47 46.9 - CP 46.4 �oeco- -47 X46.9 X 46.57 o o v vl > _ o = 30 GRAPHIC SCALE - ° o \ 0 15 30 60 r N 2 OF Cz7 m m O A � O - -D 0 E- O 7A) rl w w PARKING LOT W z 4340 48.34 41.91 47Al F FINISH FLOOR-47,83 %1160 48,38 8.32 4J 85 Jab W 48.64 X486 _ a 4830 a CONCRETE WALK 4827 47.40 LK ' 48.28 4 &71 j440.63 4028 X 47.83 4J' 12 12 47.82 7.15 F - 0 H\ 714854 9� 12 48.15 E., 48.2 48.21 5 7.82 47.79 8.4 4753 47.19 0 46. 4808 47.65 �P' 47.31 40.91 i z a E] B. 5 q 4,.90 4809 48. 4.00 48.14 12 2 47.51 47. 9 S b a .54 2 SPACES 2 NC SPACES �A v`W 4J 66 RA55 48.13 4B'x 8 a 0/ 5 SPACES 47.q 5 SPAC A, X ASPHALT PAVEMENT • 4815 4I.I3 48.2G 46 X h 47.26 U 6 48.00 a . 9 47.71 N ASPHALT 7 52 47.84 ASPH PAVEMENT 46.70 4719 4J 02 46.77 466.53 z 47.63 47.12 46.62 = 4 6 0.i RCP- X47 47.12 ),'47.5 �Y7.4 ❑T -�/.2B O U] ED W 'tx70 47.1 _ GRASS x4a6 486492 jp 4CONCRETE36 RAMP 4634 4632 CONCRETE WALK 46:26 6 "RCP �6_ 4599 0 z R_p qg5= 465 46.5 APRO 46.2 46.2 GRASS 45.0 � 45.8 F � 4607 46.0 4594 .92 45.82 ya''a EDGE 0E ASPHALT 0 556 OZ'O LK � o WHITE 1N SHIIPPINI 46 II INLE x4fi 46 x46.32 2 III m SE SW W EDGE OF PAVEMENT 46,44 46.58 4630 IIII I"O 6.96 LANDSCAPE LF U1 ZO AREA w = � W F F O za w w W E4 U O W EE E] Fz El6 GO �z W W AC AC DRAWING NUMBER 57255001 - - - APPAREN� WAY UNE (PER RIGHT OF WAY SHEET NUMBER MAP SECTION 77070 -2596) 4 of 4 F E D C �.I A 7 6 5 4 3 FOR CONTINUATION SEE SHEET C -02 REMOVE EXIST. CURB LP - -� AND BRICK PAVERS n ........... 95 596 597 i AAA,,N A �N� * �sw INSTALL INLET CURB AND GUTTER;';' -�1 REMOVE EXIST. CURB REMOVE EXIST. AND CONC. PAVEMENT S ASPHALT PAVEMENT SYSTEM DENOTES UTILITIES I INLET OTECTION Y \ DEMOLITION NOTES: SEDIMENT BARRIER - E., 1. DEMOLITION LIMITS SHOWN ARE APPROXIMATE. FOR EXACT LIMITS OF DEMOLITION FOR SAWCUTTING SIDEWALK. SIDEWALK REMOVAL, SEE PAVING. GRADING AND DRAINAGE PLAN SHEETS. 4" RCWM 0 ,EATE REMOVE EXIST, Ey, �`f Ei (TO REMAIN) z _. CURB AND GUTTER 00 3 BRICK REMOVAL TO BE INCLUDED IN CLEARING AND GRUBBING PAY ITEM. + 3. BRICK PAVERS SHALL BE CLEANED, PALLETIZED AND STOCKPILED AT A 0 u7 2" PE (GAS) "T LLPT N.4 TO REMAIN 4. UNLESS NOTED OTHERWISE, ALL STREET NAME SIGNS, REGULATORY SIGNS, AND GUIDE SIGNS WITHIN THE LIMITS OF DEMOLITION SHALL BE REMOVED AND ` >a =AFT, J I- 6" SCW (GAS) (n TO REMAIN REMOVE EXIST. CURB AND SIDEWALK OL ,nxv>' S 390 44' 16" E REMOVE EXIST. IT BRICK PAVERS 'c = 4" RCWM T' A (TO _. REMAIN) OF CONSTRUCTION (TUSKAWILLA RD) REMOVE EXIST. * �sw INSTALL INLET CURB AND GUTTER;';' -�1 REMOVE EXIST. CURB REMOVE EXIST. AND CONC. PAVEMENT S ASPHALT PAVEMENT �► ` LIMITS OF DEMOLITION (TO REMAfk) .. n INLET EXIST. 0 — — — — — — „, LIMITS OF :, n,A S, >,,.' DEMOLI N Ah 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 MAINTENANCE OF TRAFFIC PLANS) 5. ALL OVERHANGS, OVERHEAD SIGNS, CANOPIES, AND BALCONIES, SHALL BE SUPPORTED AND PROTECTED FROM DAMAGE. 6. UNLESS OTHERWISE NOTED, REMOVE ALL EXISTING CONC. SIDEWALKS AND ALL EXISTING DRIVEWAYS WITHIN THE PROJECT DEMOLITION LIMITS. 7. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THERE IS NO STRUCTURAL IMPACT TO EXISTING STRUCTURES AND APPURTENANCES WHEN REMOVING THE EXISTING PAVEMENT OR CONCRETE SIDEWALKS. 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. 10. ALL EXISTING WATER METERS WITHIN DEMOLITION LIMITS ARE TO BE ADJUSTED TO FINISH GRADE. 11. DURING CONSTRUCTION OPERATIONS, ALL EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE AT ALL TIMES UNTIL THEY ARE ADJUSTED OR RELOCATED AS CALLED FOR THE PLANS. UNLESS OTHERWISE NOTED, ALL EXISTING FIRE HYDRANTS WITHIN PROJECT LIMITS ARE TO BE SALVAGED OR RE —USED ON SITE. CONTRACTOR TO STOCKPILE HYDRANTS AT A LOCATION DESIGNATED BY THE CITY OF WINTER SPRINGS. SEE UTILITY ADJUSTMENT SHEETS FOR NEW FIRE HYDRANT LOCATIONS. 12. THE CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY OWNERS /AGENCIES. 13. ALL EXISTING UTILITIES ARE TO REMAIN IN PLACE AND IN SERVICE EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE ON THE DEMOLITION OR UTILITY ADJUSTMENT SHEETS. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES DURING CONSTRUCTION. 14. EXISTING SIDEWALK ALONG SR 434 IS TO REMAIN OPEN UNTIL THE NEW SIDEWALK CAN BE OPENED TO FOOT TRAFFIC. NEW SIDEWALK CONSTRUCTION SHALL BE RESTRICTED TO 1 QUADRANT AT A TIME. LEGEND: IT O * �sw INSTALL INLET \\ PROTECTION R/W OF DEMOLITION SYSTEM DENOTES UTILITIES I INLET OTECTION Y \ DEMOLITION NOTES: SEDIMENT BARRIER - E., 1. DEMOLITION LIMITS SHOWN ARE APPROXIMATE. FOR EXACT LIMITS OF DEMOLITION FOR SAWCUTTING SIDEWALK. SIDEWALK REMOVAL, SEE PAVING. GRADING AND DRAINAGE PLAN SHEETS. 0 ,EATE 2. UNLESS NOTED OTHERWISE. ALL ASPHALT WITHIN THE LIMITS OF Ey, �`f Ei DEMOLITION SHALL BE REMOVED. EXISTING BRICK PAVERS SHALL BE REMOVED (SEE NOTE 3 FOR CLEANING AND PALLETIZING). COST OF ASPHALT AND AND \` BRICK REMOVAL TO BE INCLUDED IN CLEARING AND GRUBBING PAY ITEM. T \ 3. BRICK PAVERS SHALL BE CLEANED, PALLETIZED AND STOCKPILED AT A SITE DESIGNATED BY THE CITY OF WINTER SPRINGS. 2" PE (GAS) "T LLPT TO REMAIN 4. UNLESS NOTED OTHERWISE, ALL STREET NAME SIGNS, REGULATORY SIGNS, AND GUIDE SIGNS WITHIN THE LIMITS OF DEMOLITION SHALL BE REMOVED AND ` 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 MAINTENANCE OF TRAFFIC PLANS) 5. ALL OVERHANGS, OVERHEAD SIGNS, CANOPIES, AND BALCONIES, SHALL BE SUPPORTED AND PROTECTED FROM DAMAGE. 6. UNLESS OTHERWISE NOTED, REMOVE ALL EXISTING CONC. SIDEWALKS AND ALL EXISTING DRIVEWAYS WITHIN THE PROJECT DEMOLITION LIMITS. 7. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THERE IS NO STRUCTURAL IMPACT TO EXISTING STRUCTURES AND APPURTENANCES WHEN REMOVING THE EXISTING PAVEMENT OR CONCRETE SIDEWALKS. 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. 10. ALL EXISTING WATER METERS WITHIN DEMOLITION LIMITS ARE TO BE ADJUSTED TO FINISH GRADE. 11. DURING CONSTRUCTION OPERATIONS, ALL EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE AT ALL TIMES UNTIL THEY ARE ADJUSTED OR RELOCATED AS CALLED FOR THE PLANS. UNLESS OTHERWISE NOTED, ALL EXISTING FIRE HYDRANTS WITHIN PROJECT LIMITS ARE TO BE SALVAGED OR RE —USED ON SITE. CONTRACTOR TO STOCKPILE HYDRANTS AT A LOCATION DESIGNATED BY THE CITY OF WINTER SPRINGS. SEE UTILITY ADJUSTMENT SHEETS FOR NEW FIRE HYDRANT LOCATIONS. 12. THE CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY OWNERS /AGENCIES. 13. ALL EXISTING UTILITIES ARE TO REMAIN IN PLACE AND IN SERVICE EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE ON THE DEMOLITION OR UTILITY ADJUSTMENT SHEETS. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES DURING CONSTRUCTION. 14. EXISTING SIDEWALK ALONG SR 434 IS TO REMAIN OPEN UNTIL THE NEW SIDEWALK CAN BE OPENED TO FOOT TRAFFIC. NEW SIDEWALK CONSTRUCTION SHALL BE RESTRICTED TO 1 QUADRANT AT A TIME. LEGEND: LIMITS OF —A DEMOLITION APPROXIMATE LIMITS — OF DEMOLITION TALL DENOTES UTILITIES I INLET OTECTION TO BE ADJUSTED -- x - - -x -- SEDIMENT BARRIER 7 6 5 HA REMOVE EXIST. CONC CURB AND SOD • - ^; ` LIMITS OF —A DEMOLITION TALL I INLET OTECTION SYSTEM i >= REMOVE EXIST ASPHALT PAVEMENT 1A,i INSTALL INLET PROTECTION SYSTEM * `EXIST. INLET '�. (TO REMAIN) .� 1101101iiiiii / -- CONIC. RETAINING WALL TO REMAIN 2 >z n, 2 Y * REMOVE EXIST CURB AND SIDEWALK *.,. .. E -:.... 'V CELL, 11 IF ART * *. * - 'A \z \ \ ** \ * * T *ti`T m \ * * ,. t ;\ \ \ F \ \ \ i \ Av *yy v 'FY TF, \.I FT LET CL L vv *v *v yv vy yR v \ y v, A v\ v.�s. A E . y v * v *.., yv E * IT vvy v v vv v vE J E \ s ERE %tt' D\\ <v. IT >':� * .` =".\ \\ c *,.�.,\ \\ \v \ y " v ' T v� \\ k .. ..,.. ` ELL \ k\ \Fa\ \ 4 3 2 2 1 599 q OF SURVEY (SR 434) �r �O 0 10 20 40 GRAPHIC SCALE IN FEET 1 A=COM AECOM TECHNICALSERVAES, INC. 158 North Orange Avenue, S4te 288 Orlando, FL 32801 ��w8aa o5m"IT PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE DEMOLITION, EROSION CONTROL, AND UTILITY ADJUSTMENTS PLAN SHEET NUMBER C 01 SHEET 1 OF 2 2 2111 AECI. TECHNICAL EEI F E APPROXIMATE LIMITS D OF DEMOLITION C - I I OI N + �I M.1 A 7 6 5 4 o 0 BEGIN CONSTRUCTION TUSKAWILLA RC 3 STA. 30+00.00 v \ 2 OF CONSTRUCTION \ (TUSKAWILLA RD) \ LIMITS OF DEMOLITION EXIST. PLANTER WALL TO REMAIN EXIST. YARD DRAIN \ i TO BE PROTECTED REMOVE EXIST. REMOVE EXIST BRICK PAVERS CONC. WALL 4 AND EXIST. CONC. SIDEWALK REMOVE EXIST. CURB \ REMOVE EXIST BRICK PAVERS (TO BE STOCKPILED) 1 INSTALL SEDIMENT BARRIER CD STOCKPILED) REMOVE EXIST LIGHT POLE (POLES TO BE \ V',, \ REMOVE EXIST BRICK PAVERS I •' (TO BE STOCKPILED) '' �� ? �` LIMITS OF DEMOLITION `w REMOVE EXIST. PARK BENCHES, `` N BIKE RACKS AND TRASH \ REMOVE EXIST CONC. SIDEWALK RECEPTACLE (TO BE STOCKPILED) ' \` , ELECTRICAL BOX PANELS ' (TO BE ADJUSTED) \ ` LIMITS OF DEMOLITION REMOVE EXIST CDNC. REMOVE EXIST LIGHT SIDEWALK STOOCKPI POLES PROTECTION ES TO BE �' \` . \ INLET SYSTEM REMOVE EXIST LIGHT POLES (POLES TO LIMITS OF DEMOLITION i •' `` BE STOCKPILED) R/W REMOVE EXIST CONC. \ SIDEWALK ' RELOCATED ELECTRICAL ' TRANSFORMER BOX REMOVE EXIST LIGHT R/W ` POLES (POLES TO REMOVE EXIST BE STOCKPILED) rj ' CURB - EXISTING ELECTRICAL o TRANSFORMER BOX N REMOVE EXIST REMOVE EXIST TREE REMOVE EXIST. TREE CONC. SIDEWALK ' FOUNTAIN AND (n I� �....� �.... BRICK PAVERS _— ..— ... —... �... (TO REMAIN).. �• \ \ \\ h B" WM � I (TO REMAIN) REMOVE EXIST_ ` REMOVE EXIST INLET „AND yc\ d✓ U I REMOVE EXIST CURB �� L 15 LF OF EXIST. 18 RGyP -� ASPHALT PAVEMENT (SEE DRAINAGE PLANS) LLI BASE AND CURB 22 '� 23 REMOVE EXIST. \ 24 \, W I WALL A �. = I a A B,° WM w _ BTV � — B � ® " \:� (TO REMAIN) INSTALL SEDIMENT BARRIER N fix— —� 1-- ��x - - -X x--- x--- x--- x - - -x— —X - -x - - =^ �x— x -- x-- -x - - -x _— x--- x —_ - -X- _ _ _ x. REMOVE E ST WALL REMOVE EXIST CONC, REMOVE EXIST EXIST ELECT. PANEL REMOVE EXIST CONIC. AND COLUM S SIDEWALK CURB (TO BE ADJUSTED) z SIDEWALK REMOVE EXIST WALL REMOVE EXIST L1_I EXIST FIRE HYDRANT � a z AND COLUMNS 3.� r � � CURB INSTALL INLET (TO BE ADJUSTED W PROTECTION SYSTEM TO MATCH GRADE i�.� REMOVE EXIST CURB J Q OF CONSTRUCTION AND BRICK PAVERS = I (FRONTAGE RD) _ //''�� /'� (TO BE ADJUSTED I 59 'i TO MATCH �GROADESURVEY �� 95 VV \VJ V (SR 434) FOR CONTINUATION SEE SHEET C -01 7 6 5 4 (TO BE RELOCATED) 2 1 �r �o 0 10 20 40 GRAPHIC SCALE IN FEET LEGEND: APPROXIMATE LIMITS L — OF DEMOLITION DENOTES UTILITIES - TO BE ADJUSTED STA. 29 +18.27 REMOVE EXIST CONC. -- x - - -x -- SEDIMENT BARRIER SIDEWALK INSTALL SEDIMENT BARRIER END CONSTRUCTION S.R. 434 STA. 597 +50.00 LIMITS OF DEMOLITION \ R/W —x— — x- - - -- 7ZI -ZL �'S� �S � 2L 1ST —x -- �L-- 3 REMOVE EXIST CONC J SIDEWALK AND CURB 596 REMOVE EXIST 597 V9 Y6 CURB �vVV11 N 1585962.. .41 E 572156.41 v 2 1 A=COM AECOM TECHNICALSERVICES, INC. 150 North Orange Avenue, SH1.200 Orlando, FL 32801 4www8ee om gem PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE DEMOLITION, EROSION CONTROL, AND UTILITY ADJUSTMENTS PLAN SHEET NUMBER C-02 SHEET L OF 2 2 2111 AECI. TECHNICAL EEI F E D C B A 7 6 5 4 3 2 1 �r �o 0 10 20 40 GRAPHIC SCALE IN FEET V WATER VALVE INSTALL SEDIMENT BARRIER WATER VALVE (TO BE ADJUSTED (TO BE ADJUSTED TO MATCH GRADE) WATER VALVE REMOVE EXIST LIGHT TO MATCH GRADE) (TO BE ADJUSTED POLES (POLES TO - TO MATCH GRADE) LIMITS OF DEMOLITION WATER VALVE BE STOCKPILED) REMOVE EXIST CONC. (TO BE ADJUSTED REMOVE EXIIST LIGHT POLE SIDEWALK REMOVE EXIST CONC. TO MATCH GRADE) REMOVE EXIST. (POLES TO BE STOCKPILED) REMOVE EXIST LIGHT POLE LIMITS OF DEMOLITION SIDEWALK CONC. WALL ` REMOVE EXIST (POLES TO BE STOCKPILED) REMOVE EXIST LIGHT REMOVE EXIST. CLOCK BRICK PAVERS REMOVE EXIST LIGHT POLE POLE (POLES TO BE WATER VALVE O 00 REMOVE EXIST LIGHT (TO BE RELOCATED) (TO BE STOCKPILED) (POLES TO BE STOCKPILED) STOCKPILED) N + POLES (POLES TO I REMOVE EXIST. TO MATCH OJGRADEE) + � BE STOCKPILED) REMOVE EXIST. : TREE N REMOVE EXIST. TREES > TREE — REMOVE EXIST. I J TREES i �I _ Q I. �.... / 8.. WM \ I j / / REMOVE EXIST :`ONC. ISLAND sY' win / B ".... VIM ......1 \1� t 1 ,: sd v.. - ....., ,as _ F.�.AA '[ EXIST. TREES O EIMIAI ' r \, � \ \ r r � . ®.. 1 � ( ) � � , (TO REMAIN) II / TO REMFIN `\ Y. REMOVE EXIST 1 : / : TREE EXIST. REMOVE EXIST \ REMOVE EXIST /G ./ ASPHALT PAVEMENT, ttt� ASPHALT PAVEMENT, N ASPHALT PAVEMENT,. REMOVE EXIST 1 0 REMOVE EXIST. TREES BASE AND CIURP ASPHALT PAVEMENT, `I BASE AND CURB BASE AND C!Pr 17 BASE AND CURB 18 R/W 19 20� STA�� INLET 21 INSTALL SEDIMENT BARRIER [o II (� -;�_ PROTECTION SYSTEM W INS ALL INLET PROTECTION SYSTEM �f LLI w i t--F�R — �T„ � INSTAI SEDIMENT RARRIFR -- :. w _ // _ 1 1n ®II�R, � NSTALL INLET " ° IVALVE (TO BE RELOCATED i' r BT° DPJ _ W 1 T'�4. °\ F'KULkI,IIUN SYSILM / , ITO LOCATION SHOWN) / \..� �� U) w X -X- _ -X- - - =x- - -X -xf- -x- - x< w .. A V) EXIST. TELEPHONE BOX /,/ EXIST GAS LINE U) INSTALL INLET TRAFFIC MONITOR SITE. RELOCATE 5' REMOVE EXIST CONC. / EXIST. CABLE BOX PR PE) (D) BE PROTECTION SYSTEM (TO BE RELOCATED) SIDEWALK J REMOVE EXIST CONC. PROTECTED) TOWARDS WESTBOUND ROADWAY AS (TO BE RELOCATED) LIMITS OF DEMOLITION REMOVE EXIST CONC. SHOWN. INSTALL AT NEW LOCATION INSTALL INLET SIDEWALK LLI SIDEWALK PER INDEX 17900, SHEETS 1 -5. PROTECTION SYSTEM z I CONNECT TO EXIST. LOOP CONDUITS LIMITS OF DEMOLITION q OF CONSTRUCTION LLI z AS REQUIRED (FRONTAGE RD) I — 587 588 589 590 591 592 Q \—q OF SURVEY SR 434 - �R /W LEGEND: F _1 APPROXIMATE LIMITS OF DEMOLITION DENOTES UTILITIES TO BE ADJUSTED SEDIMENT BARRIER 7 6 5 4 3 2 1 A=COM AECOM TECHNICALSERVICES, INC. 150 North Orange Avenue, SH1.200 Orlando, FL 32801 407843 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE DEMOLITION, EROSION CONTROL, AND UTILITY ADJUSTMENTS PLAN SHEET NUMBER C 0 SHEET 3 OF 2 2 2111 AECI. TECHNICAL EE F E D C B A 7 6 5 4 3 2 1 I I I I I I I I I I I I ?O�r 0 10 20 40 GRAPHIC SCALE IN FEET I I I I I I I I R/W V' BEGIN CONSTRUCTION FRONT GE RD. FIRE HYDRANT AND WATER STA. 1 )+0000 VALVE (TO BE RELOCATED LIMITS OF DEMOLITION AS SHOWN) LIMITS OF DEMOLITION INSTALL SEDIMENT BARRIER REMOVE EXIST LIGHT POLES REMOVE EXIST C. WATER VALVES (POLES TO BE STOCKPILED) (POLOES TO EXIST BE STOCKPIILED) SIDEWALK REMOVE EXIST LIGHT POLE (TO BE ADJUSTED REMOVE EXIST LIGHT POLE REMOVE EXIST CONC. I O _I TO MATCH GRADE) I �x� ` 00 (POLES TO BE STOCKPILED) (POLES TO BE STOCKPILED) SIDEWALK REMOVE EXIST. REMOVE EXIST. TREE ELECTRICAL RISERS REMOVE EXIST. TREES I 1 I L0 "T REMOVE EXIST LIGHT POLE REMOVE EXIST. (TO BE RELOCATED) TREES /REMOVETEXIST LIGHT POLES x (POLES TO BE STOCKPILED) TREE (LES O BE STOCKPILED) I REMOVE EXIST. x TREE REMOVE EXIST �.._� _�....�...�... r_. -. — r CONIC. SIDEWALK U) REMOVE EXIST. �. �.— ... —..: �....... L....�...� L �J ASPHALT g" WM � M - -- PAVEMENT (TO REMAIN) - ' • /j `REMOVE EXIST REMOVE EXIST REMOVE EXIST.J REMOVE EXIST O ASPHALT PAVEMENT, ASPHALT PAVEMENT, ASPHALT PAVEMENT, REMOVE EXIST. x I•• BASE AND CURB BASE AND CURB TREE BASE AND CURB TREES: 8" WM 10 I I 1 1 12' [-R/W 3 a 15 H (TO REMAIN) tJ,f W BTV I INSTALL INLET PROTECTION BTV / INSTALL INLET PROTECTION BTV U) v SYSTEM— "'. �� SYSTEM :... :... W ♦ _ L �L �L— -1L— t—REMOVE �L— L �—IL —. — L � x� - -x — x - -�5 1L �L —x— —x— x-- - x- - -x xU) REMOVE EXIST CONC. REMOVE EXIST CONC. REMOVE EXIST EXIST CONC. EXIST. CABLE BOX � OF CONSTRUCTION I CURB SIDEWALK (TO BE RELOCATED) (FRONTAGE RD) SIDEWALK REMOVE EXIST. CONC. SIDEWALK Lu INSTALL SEDIMENT LIMITS OF DEMOLITION APRON AND DROP CURB I z INSTALL SEDIMENT BARRIER EXIST. TELEPHONE BOX BARRIER (TO BE ADJUSTED) J X81 582 583 584 585 5 Q S 39° 44' 16" E � OF SURVEY SR 434 N 1567231.sa BEGIN CONSTRUCTION S.R. 434 E 571101 .61 STA. 5131+00.00 R/W LEGEND: APPROXIMATE LIMITS L — OF DEMOLITION DENOTES UTILITIES TO BE ADJUSTED -- x - - -x -- SEDIMENT BARRIER 7 6 5 4 3 2 1 A=COM AECOM TECHNICALSERVICES, INC. 150 North Orange Avenue, SH1.200 Orlando, FL 32801 407843 0552 R, PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE DEMOLITION, EROSION CONTROL, AND UTILITY ADJUSTMENTS PLAN SHEET NUMBER C-04 SHEET 4 OF 2 2 2111 AECI. TECHNICAL EEI E 0 C B A 7 GENERALNOTES 6 1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL FIELD LOCATE, VERIFY, AND FURTHER IDENTIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (IDENTIFIED ON THE PLANS OR NOT) AFFECTING ANY COMPONENT OF WORK HEREIN PRIOR TO THE START OF ANY CONSTRUCTION. PRIOR TO CONSTRUCTION, PROVIDE A COMPREHENSIVE CHECKLIST TO THE CITY OF WINTER SPRINGS NOTING THE HORIZONTAL AND VERTICAL LOCATION, TYPE, SIZE AND MATERIAL OF ALL UTILITIES WITHIN THE CONSTRUCTION LIMITS. IN AREAS TO BE EXCAVATED, PRIOR TO EXCAVATION, UNCOVER ALL UTILITIES USING SUBSURFACE UTILITY ENGINEERING (SUE) TECHNOLOGY OR SIMILAR METHODS TO IDENTIFY AND LOCATE ALL EXISTING UTILITIES INCLUDING THOSE LABELED BY TYPE OR THOSE LABELED AS UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIRED UTILITY ADJUSTMENTS DIRECTLY WITH THE UTILITY COMPANIES. RESOLUTION SHALL BE APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO THE START OF ANY CONSTRUCTION. DUE TO THE COMPLEX ITY OF THE UNDERGROUND CONDITION, THE CONTRACTOR IS REQUIRED TO UNCOVER AND VERIFY ALL EXISTING UTILITIES IN THE AREA OF THE PROPOSED UNDERGROUND IMPROVEMENTS PRIOR TO SUBMITTING SHOP DRAWINGS. 2. PAYMENT FOR UTILITY LOCATES SHALL INCLUDE UNCOVERING EXISTING UTILITIES, IDENTIFYING THE UTILITIES UNCOVERED, AND PROVIDING AN ACCEPTABLE RESOLUTION OF THE POTENTIAL CONFLICT PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO THE START OF ANY CONSTRUCTION. SPECIAL ATTENTION SHALL BE TAKEN WITH THOSE EXISTING UTILITIES (LABELED BY TYPE OR LABELED AS UNKNOWN), STRUCTURES OR FEATURES (IDENTIFIED ON THE PLANS OR NOT) THAT MAY POTENTIALLY CONFLICT OR CROSS PROPOSED DESIGN COMPONENTS (I.E., STORM SEWERS, SANITARY SEWERS, WATER MAINS, BUILDING FOUNDATIONS, ETC.) AND ANY DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY OF WINTER SPRINGS PRIOR TO THE START OF ANY CONSTRUCTION. 4. DO NOT TAKE ADVANTAGE OF ANY APPARENT OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS, BUT IMMEDIATELY NOTIFY THE CITY OF WINTER SPRINGS OF SUCH DISCOVERY. THE CITY OF WINTER SPRINGS WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS NECESSARY TO REFLECT THE ACTUAL SPIRIT AND INTENT OF THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO EXCAVATION. 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GRADE, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. ALL NEW UNDERGROUND UTILITIES, THOSE CONSTRUCTED BY THE CONTRACTOR AND THOSE CONSTRUCTED BY THE UTILITY OWNER /AGENCY, MUST BE IN PLACE AND PASS ALL TESTING OR INSPECTION REQUIREMENTS PRIOR TO PAVEMENT BASE CONSTRUCTION AND SURFACE IMPROVEMENTS CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND COORDINATION ALL UTILITY RELOCATIONS AND INSTALLATIONS. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE CITY OF WINTER SPRINGS. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS AND TESTING ACCORDING TO AGENCY REQUIREMENTS. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE APPLICABLE CODES, STANDARDS, REGULATIONS AND REQUIREMENTS OF THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE, THE CITY OF WINTER SPRINGS ENGINEERING STANDARDS, THE CITY OF WINTER SPRINGS UTILITY MANUAL, THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, FOOT DESIGN STANDARDS AND REVISIONS, AND THE REGULATIONS OF THE OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 1D. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE CITY OF WINTER SPRINGS FOR APPROVAL PRIOR TO CONSTRUCTION. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION COULD RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. THE CITY OF WINTER SPRINGS'S AND ENGINEER'S REVIEW OF THE SHOP DRAWINGS IS FOR CONFORMITY WITH THE CONTRACT DOCUMENTS AND DOES NOT INCLUDE IN -DEPTH CHECK FOR THE ABILITY OF THE CONTRACTOR TO PERFORM THE WORK IN A SAFE OR EFFICIENT MANNER. THE CITY OF WINTER SPRINGS'S AND ENGINEER'S REVIEW OF THE SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBLITY FOR DIMENSIONAL ACCURACY TO ENSURE FIELD FIT AND CONFORMITY OF THE VARIOUS COMPONENTS AND DETAILS. 11. CONTRACTOR SHALL KEEP THE CITY OF WINTER SPRINGS ADVISED OF CONSTRUCTION SCHEDULE CHANGES SO THAT CITY OF WINTER SPRINGS AND ENGINEER CAN SCHEDULE PERIODIC SITE VISITS AT APPROPRIATE TIMES IN ORDER TO PROVIDE CONSTRUCTION CERTIFICATIDNS TO JURISDICTIONAL AGENCIES. 12. SAFETY: A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF PERSONNEL. B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA. 13. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY FOR DEWATERING. DISCHARGE WATER FROM DEWATERING SHALL BE CLEAR WITH NO VISIBLE SOIL PARTICLES. DISCHARGE WATER FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH THE NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, OR CREATE PONDING. THE OPERATION SHALL NOT CAUSE ANY DAMAGE TO ANY PORTION OF THE WORK COMPLETED, OR IN PROGRESS. THE DEWATERING OPERATION SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE REGULATORY AGENCIES. ALL DEWATERING ACTIVITY SHALL BE TESTED TO VERIFY THAT NO DISCHARGE EXCEEDS THE WATER QUALITY STANDARDS AS SET FORTH IN CHAPTER 62 -302, FLORIDA ADMINISTRATION CODE. A PRE -WORK MEETING WILL BE CONDUCTED WITH THE CITY OF WINTER SPRINGS, THE CONTRACTOR, AND THE ENGINEER PRIOR TO BEGINNING ANY SITE EXCAVATION. 14. CONFORMITY WITH WORK - IN THE EVENT THAT THE CITY OF WINTER SPRINGS FINDS THAT THE CONTRACTOR HAS USED MATERIAL OR PRODUCED A FINISH PRODUCT THAT IS NOT REASONABLY CLOSE IN CONFORMITY WITH THE CONTRACT DOCUMENTS, I.E. UNSATISFACTORY PRODUCT, THE CONTRACTOR SHALL REMOVE AND REPLACE OR OTHERWISE CORRECT THE WORK OR MATERIALS AT NO EXPENSE TO THE OWNER. 15. PIPE LENGTHS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED AND ORDERED FROM FIELD STAKED QUANTITIES. 16. ALL EXCAVATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE TRENCH SAFETY ACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL EXCESS OR UNSUITABLE EXCAVATED MATERIAL. 17. USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF THE EXCAVATIONS AND TO PROTECT ADJACENT EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES. THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THE USE OF TRENCH BOXES. 1B. THE CONTRACTOR SHALL BACKFILL TRENCHES AT THE END OF EACH WORK DAY. 19. ALL PUBLIC OR PRIVATE PROPERTY AFFECTED BY THE CONSTRUCTION SHALL BE PROTECTED. ALL AREAS DISTURBED AS PART OF THIS WORK SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. ALL EXISTING SODDED AND LANDSCAPED AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH THE SAME TYPE OF SOD OR LANDSCAPING MATERIALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL NEWLY PLANTED GRASS OR VEGETATION UNTIL THE WORK HAS BEEN ACCEPTED IN WRITING BY THE CITY OF WINTER SPRINGS. TREES DEEMED NECESSARY TO BE REMOVED IN ORDER TO COMPLETE THE PROPOSED WORK SHALL BE CAREFULLY REMOVED AND DISPOSED OF. SOD ALL AREAS DISTURBED BY CONSTRUCTION INCLUDING BACK OF SIDEWALK AREA AS SHOWN ON HARDSCAPE PLANS. 20. THE CONTRACTOR SHALL ENSURE THAT SURVEY CONTROL POINTS SHOWN ON THE PLANS AND ANY PROPERTY CORNERS ALONG THE ROUTE OF THE PROJECT ARE PROTECTED, REFERENCED, AND MAINTAINED. THIS WORK MUST BE PERFORMED UNDER THE DIRECT SUPERVISION OF A FLORIDA LICENSED SURVEYOR AND MAPPER WHO SHALL PROVIDE SIGNED AND SEALED COPIES OF THE WORK TO THE CITY OF WINTER SPRINGS. ALL REFERENCING WORK IS SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF WINTER SPRINGS. 21. THE CONTRACTOR SHALL FURNISH THE CITY OF WINTER SPRINGS WITH AN "AS -BUILT SURVEY" PREPARED BY A LICENSED SURVEYOR AND MAPPER AT THE COMPLETION OF THE PROJECT. THE AS -BUILT SURVEY WILL INCLUDE HORIZONTAL AND VERTICAL DIMENSIONS OF THE CONSTRUCTED IMPROVEMENTS WHICH MUST BE CLEARLY SHOWN BY SYMBOLS, NOTATIONS, OR DELINEATIONS, AND SHALL BE SUBMITTED WITH THE FINAL PAY REQUEST. NOT MEETING THIS REQUIREMENT WILL BE REASON TO REJECT THE PAY REQUEST UNTIL APPROVAL OF THE AS -BUILT SURVEY IS OBTAINED. THE AS -BUILT SURVEY SHALL ALSO INCLUDE THE VERTICAL AND HORIZONTAL LOCATION AS WELL AS SIZE AND TYPE OF MATERIAL AND TYPE OF UTILITY, STORM SEWER, AND "OTHER" PIPES, DUCT BANKS, AND CABLES. 22. THE CONTRACTOR SHALL HAVE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN PLACE PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE A CERTIFIED EROSION AND SEDIMENT CONTROL INSPECTION SPECIALIST TO 5 4 3 INSPECT THE INSTALL BEST MANAGEMENT PRACTICES (BMP) DEVICES REGULARLY AND PRIOR TO ANY FORECASTED RAINFALL EVENT. ANY ADJUSTMENTS AND REPAIRS TO THE INSTALLED BMP DEVICES SHALL BE MADE AS SOON AS POSSIBLE AFTER DISCOVERY. COSTS FOR ALL BMP DEVICES AND MAINTENANCE OF BMP DEVICES SHALL BE INCLUDED IN THE CONTRACTOR'S BID. THE CONTRACTOR SHALL FILE NOTICE OF INTENT (NOI) TO USE FDEP NPDES GENERIC PERMIT BEFORE START OF ANY WORK AND FILE NOTICE OF TERMINATION (NOT) WHEN THE CONSTRUCTION IS COMPLETED. 23. STORM INLETS SHALL BE PROTECTED FROM SEDIMENT UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. EROSION CONTROL THROUGHOUT THE ENTIRE PROJECT SITE DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND FOOT DESIGN STANDARDS. 1. ROADWAY CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF WINTER SPRINGS ENGINEERING STANDARDS (CURRENT EDITION), THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION) AS AMENDED, AND SUPPLEMENTED BY CONTRACT DOCUMENTS AND AS SUPPLEMENTED BY DETAILS AND NOTES ON PLANS. CLEARING AND GRUBBING NOTES: 1. PRIOR TO BEGINNING ANY WORK, ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND OPERATIONAL. 2. MATERIAL TO BE CLEARED, GRUBBED, DEMOLISHED, AND REMOVED FROM THE CONSTRUCTION AREA INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: TREES, STUMPS, ROOTS, BRUSH, TRASH, ORGANIC MATTER, CURBING, PAVING, SIDEWALKS, DRAINAGE STRUCTURES, MISCELLANEOUS STRUCTURES, FENCING, WALLS, DRIVEWAYS, SIGNAL DEVICES & APPURTENANCES, BENCHES, SIGNS, AND ALL OTHER MATERIAL NECESSARY TO BE REMOVED IN ORDER TO CONSTRUCT THE PROJECT. EXCAVATION, GRADING, AND PAVING NOTES: 1. ALL UNSUITABLE SUBSURFACE MATERIAL (I.E. MUCK, PEAT, CLAY, ROCK, CONCRETE AND OTHER BURIED DEBRIS) IS TO BE EXCAVATED. UNSUITABLE SUBSURFACE MATERIAL IS TO BE REMOVED FROM THE SITE. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING UNSUITABLE SUBSURFACE MATERIAL FROM THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. ALL DEWATERING SHALL MEET THE CITY OF WINTER SPRINGS EROSION, SEDIMENTATION, AND POLLUTION REQUIREMENTS. 3. SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT /FINISHED GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. 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. 5. CONTRACTOR TO PROVIDE A 3/8" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER WHERE CONCRETE ABUTS BUILDINGS, OTHER CONCRETE, OR OTHER RIGID MATERIALS. CONTRACTOR TO USE 1/2" EXPANSION JOINT AT BRICK PAVER /CONCRETE CURB INTERFACE. 6. TO PROTECT THE PROPERTIES IN THE PROJECT VICINITY, ROADWAY CONSTRUCTION COMPACTION SHALL BE LIMITED TO STATIC ROLLING ONLY. NO DYNAMIC COMPACTION WILL BE ALLOWED. 7. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIAL ONTO THE PROJECT. SHOULD THE CONTRACTOR REQUIRE HAZARDOUS MATERIALS FOR PERFORMING THE CONTRACTED WORK, THE CONTRACTOR SHALL REQUEST WRITTEN PERMISSION FROM THE CITY OF WINTER SPRINGS. THE CONTRACTOR SHALL PROVIDE THE CITY OF WINTER SPRINGS WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE. THE CITY OF WINTER SPRINGS SHALL ISSUE WRITTEN APPROVAL TO THE CONTRACTOR. BECAUSE STATE LAW DOES NOT TREAT PETROLEUM PRODUCTS THAT ARE PROPERLY CONTAINERIZED AND INTENDED FOR EQUIPMENT USE AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED AN MSDS SUBMITTAL. 8. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE CITY OF WINTER SPRINGS. THE CONTRACTOR SHALL PROTECT THE AREA FROM FURTHER ACCESS. 9. DURING MILLING OPERATIONS, BASE EXPOSURE MAY OCCUR AT CERTAIN LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE BASE. IF BASE IS EXPOSED THE CONTRACTOR SHALL RESURFACE BY THE END OF THE DAY. 10. COMPACTION OF ALL MATERIAL SHALL BE PERFORMED WITH ROLLERS OPERATING IN STATIC MODE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. STORM SEWER SYSTEM NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY INVERTS AND LOCATIONS OF THE EXISTING STORM SEWER SYSTEM PRIOR TO SUBMITTAL OF SHOP DRAWINGS, AND NOTIFY THE CITY OF WINTER SPRINGS IF THERE ARE ANY DISCREPANCIES IN INVERTS AND LOCATIONS. 2. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL CONSTRUCTION MATERIALS, METHODS, AND TESTING ARE TO CONFORM TO THE LATEST EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT SUPPLEMENTS, AND DESIGN STANDARDS, AND THE CITY OF WINTER SPRINGS REQUIREMENTS AND SPECIFICATIONS. 3. ALL STORM DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. ALL STORM SEWER MANHOLE COVERS IN THE FOOT RIGHT OF WAY SHALL BE LABELED PER FOOT STANDARDS. ALL OTHER STORM MANHOLES SHALL BE LABELED "STORM ". 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, PRODUCT INFORMATION /CUT SHEETS, AND /OR CERTIFICATIONS FOR ALL STORM DRAINAGE STRUCTURES, STORM SEWER PIPES, AND CONCRETE DESIGN MIX. 5. SURFACE DRAINAGE SHALL BE DIVERTED FROM EXCAVATIONS AND STOCKPILE AREAS. PROPER SITE CONDITIONS ARE TO BE MAINTAINED TO PREVENT AND MINIMIZE EROSION. 6. POINTS OF CONNECTION TO STORM DRAINAGE SYSTEM SHOWN IN THE PLANS ARE APPROXIMATE. 7. THE STORM SEWER PIPING AND STRUCTURES SHALL BE INSPECTED BY THE CITY OF WINTER SPRINGS PRIOR TO THE PLACEMENT OF BACKFILL. 8. THE CONTRACTOR SHALL MAINTAIN THE STORM SEWER SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. 9. ALL STORM SEWER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 1D. UPON COMPLETION OF STORM SEWER SYSTEM, VIDEO INSPECTION SHALL BE PERFORMED ON ALL NEW STORM LINES. 11. ALL DRAINAGE STRUCTURES SHALL BE PROTECTED FROM DAMAGE AND SILTATION AND SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED ON THE PLANS. 7 6 5 4 3 UTILITY COMPANY CONTACTS AT &T Alan Reynolds 450 North Goldenrod Road Orlando, FL 32807 Ph: (407) 380 -0938 E -mail: ar2916®att -Tin Bright House Networks Marvin Usry 3767 All American Boulevard Orlando, FL 32810 Ph: (407) 532 -8509 E-mail : morvin.usry®mybrighthouse.com City of Winter Springs Kip Lockcuff 1126 East State Road 434 Winter Springs, FL 32708 Ph: (407) 327 -5989 E -mail: klockcuff ®winterspringsfl.org Duke Energy Distribution Stefano Cornio 3300 Exchange Place, NP4A Lake Mary, FL 32746 Ph: (407) 359 -4479 E-mail : stefo no. cornio ®duke - energy. com 2 Duke Energy Transmission Jennifer Netjes 20525 Amberfield Drive. Suite 201 Land 0' Lakes, FL 34638 Ph: (813) 909 -1210 E -mail: jnetjes®ucsinc.com FPL Fibernet Danny Hasket 9250 West Flogler Street Miami, FL 33174 Ph: (305) 552 -2931 E -mail: don ny. haskett®fpl.com FPU Johnny Hill 450 South Highway 17 -92 Debary, FL 32713 Ph: (386) 668 -9842 E -mail: jhill @fpuc.com 2 1 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North orange Avenue SHIA 200 Orland,, FL 32801 407 843 6552 tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION 1111KRI-A -31-I PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW SHEET TITLE GENERAL NOTES SHEET NUMBER C-05 SHEET 5 OF 2 2 2111 AECI. TECHNICAL EEI F E D C �.I a A 7 6 5 4 3 2 1 FOR CONTINUATION SHEET C -07 +25.75 CONST. TYPE 'E' +90.19 _ _SEE 22.0' LT `CURB & GUTTER .. 7.24' LT A 5 95 596 597 N 1585962.83 598 599 +02.82 +44.39 E 572156.41 ,� • 4.67' LT 2.42 LT v • A ° 5' . +39.40 �CONST. B' MEDIAN \�, +03.28 . 2.00' RT r .��" CRC.5SWALK 4.29' RT �P.I STA 595 +48.10 ° +96.63 O N 1586118.45 E 572027.04 +39.21 0 nl CONST. TYPE 'E' CURB AND GUTTER ( OF SURVEY (SR 434) 8.00 RT 19.65' RT ' +20 664 :6RT 00 +49.05 END CONSTRUCTION S.R. 434 o+`r +46.92 CONST. 8' MEDIAN + q OF CONSTRUCTION 20.73 RT STA. 597 +50.00 0 10 20 40 MILLING AND 18.7' RT +54.64 CROSSWALK u7 (TUSKAWILLA RD) +63.85 +50 RESURFACING 1g7 RT O 27.27 RT a +06.85 MILLING AND LIMITS "- 30.77 RT + 17.80 RESURFACING LIMITS GRAPHIC SCALE IN FEET CONST. CURB TYPE F'' AND GU NEW ASPHALT CONST. TYPE 'F' CURB +01.48 58.19 RT 56.86 RT +50 +96.36 68.96 RT +25.56 U) PAVEMENT AND GUTTER -- +20 68.96' R -- O % +79.6 T bh 71.2' RT p CR -C. 81.1 RT 1 +07.29 +70.4 \ 41.44' RT RT VCONST. 8' CONC. - CONST 8' CONC. +14.44 CR -C SIDEWALK SIDEWALK -Y, 41.97' RT +49.86 � O 15.17 RT +82.33 RAW // \ +49 .7'7' 32.91 LT / \ 19.77' RT / / ONST. TYPE 'A' CURB CONST. B' CONC.-/ A GUTTER AND CONS - - SIDEWALK PA MENT WIDENING ,/-CONST 2' WIDENING i j MILLING AND RESURFACING LIMITS +28.23 1.96' LT -'� \ SR 434 ` ___ MILLING AND PAVEMENT DESIGN \ \ �, - RESURFACING LIMITS EASTBOUND WESTBOUND \ STA 594 +17.00 TO STA 597 +50.00 STA 592 +90.00 TO STA 594 +20.00 \ MILLING MILLING +50 MILL EXISTING PAVEMENT (3") MILL EXISTING PAVEMENT (1.5 ") 17.00' RT N 1587231.64 \ .. RESURFACING RESURFACING E 5711 D4.61 \ \ TYPE SP STRUCTURAL COURSE (TRAFFIC C )(1.5 ") FRICTION COURSE (FC- 12.5)(1.5 ")(PG76- 22)(PMA) \ \. j RAW AND FRICTION COURSE (FC- 12.5)(1.5 ")(PG76- 22)(PMA) WESTBOUND WIDENING STA 594 +20.00 TO STA. 597 +35.00 \ OPTIONAL BASE GROUP 09 (TYPE B -12.5 ONLY) �. WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C)(1.5 ") MILLING �- AND FRICTION COURSE (FC- 12.5)(1.5 ")(PG76- 22)(PMA) MILL EXISTING PAVEMENT (3") \ END CONSTRUC RESURFACING _ \ \ \ STA. 37 +00.00 TYPE SP STRUCTURAL COURSE (TRAFFIC C ) \ (1.5 ") AND FRICTION COURSE (FC -12.5) \ (1.5")(PG76- 22)(PMA) \ WIDENING OPTIONAL BASE GROUP 09 (TYPE B -12.5 ONLY) \ WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C)(1.5 ") \ AND FRICTION COURSE (FC- 12.5)(1.5 ")(PG76- 22)(PMA) TUSEAWILLA ROAD \ PAVEMENT DESIGN \ STA 33 +17.00 TO STA 36 +50.00 MILLING MILL EXISTING PAVEMENT RESURFACING \ TYPE SP STRUCTURAL COURSE (TRAFFIC C )(1.5 ") AND FRICTION COURSE (FC- 12.5)(1.5 ")(PG76- 22)(PMA) WIDENING OPTIONAL BASE GROUP 09 (TYPE B -12.5 ONLY) WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C)(1.5 ") AND FRICTION COURSE (FC- 12.5)(1.5 ")(PG76- 22)(PMA) 7 6 5 4 3 2 1 'A= M AECOM TECH LCALSERVICES, INC. 150 North Orange Avenue, SH1.200 Orlando, FL 32801 QwwwBaSecom corn PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE PAVING PLAN SHEET NUMBER C-06 SHEET V OF 2 2 2111 AECI. TECHNICAL EEI F E D C B a A O N CV QI CD UIW WI r2^ 1 VJ W x co II I t WI z J UI Q' �I 7 - CONST. CONC. SIDEWALK (MATCH EXIST. BACK OF SIDEWALK ELEVATION) SEE SHEET HS -D6 FOR JOINT DETAILS INSTALL DETECTABLE +63.89 WARNING BRICK 6.89' LT PAVERS +78.61 +64.45 13.47 LT 25.39' LT CONST. TYPE 'F' CURB & GUTTER 6 5 4 E 572223.38 BEGIN CONSTRUCTION TUSKAWILLA RD. \ STA. 30+00.00 A \ +98 30 :.. ' 15.74'. LT 3 2 1 �r �o 0 10 20 40 GRAPHIC SCALE IN FEET - 98.51 ®'4.35'. RT c CONST. 6" CONC. \ -CONST. 6" O. +21.40 \ :: 26.15' RT 1 ' � +24.60 \ 17.87 LT 2 I +24.b2 1 20.87' LT _ CON T. TYPE F' CUR AND GUTTER \,. u'� \ +59.9 y.: +20.3 18.43 RT MATCH EXIST. CONST. 6' CONC. ❑.. I SIDEWALK CONIC. SIDEWALK N / , a CONST. 6' CONC. +37.36 (.. SIDEWALK 29.34 RT \ ' - 6 �T \ �� OF CONSTRUCTION }1285 z (TUSKAWILLA RD) NOTE: 63.06' RT SEE SHEET C -O6 FOR SR434 /TUSKAWILLA RD. +32 47 / PAVEMENT DESIGN '..35.21' RT': ,R /W R55 +73.34 i.. �•- 43.48' RT R/W `- MIU ING AND 47--54 RES-IRFACING LIMITS 47.54 RT 6 / CONST. 6' CONCRETE SIDEWALK +84.23 AT EXIST. BACK OF CURB 30.64' LT I % END CONSTRUCTION FRONTAGE RD. STA 2a +}8.27 STA. 29 +18.27 +36. .4 LT �� 4 C +t?.45 E 572062.11 + 279 t,34 RTC`, \ END CONSTRUCTION S.R. 434 1 t ET 20.7 L +` STA. 597 +50.00 +57 93 +17 /.. CONST 6' CONIC SIDEWALK 11.39' '� 93I �AT EXIST. BACK OF CURB 10.74' L _ +86 05 �.- 11.39' LT 1 ro Q� 5 3. 27.7 _I 2.84' LT +17 Ry +84.37 +50.26 L. +8, 78 - 0.17 LT ^� .46' LT - - u N ii �O. +77.7 ' 9. ? A LT '' � 59 0 LT cn 22 4 f °Ai 23 +02 0� 24 +58.97 + u0 _ 6' +56.30 . �� R/W i 89 LT A 5,22' RT 19.96. AT 1 9 9E RT t 9 -. r - - ,p3o. CR -C -r - t ra / m _ v v _ I CONST. TYPE 'F' 6.6' CURB AND GUTTER MILLING AND RESURFACING LIMITS 7 6 5 4 3 2 1 A=COM AECOM TECHNI CAL SERVICES, INC. 150 North O -ga Avenue, SH1. zoo Orlando, FL 32801 4www8ee om gem PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE PAVING PLAN SHEET NUMBER C-07 SHEET 7 OF 2 2 2111 AECI. TECHNICAL EEI • .-� 180 0 6 RT 21.0 LT w �.... �' d '` CR -A CONST ;TYPE 'F' CONST. PAVEMENT CURB & GUTTER 13.96 RT OF CONSTRUCTION +5491 71 7 WIDENING +08.2 +86.5 V+90.44 'r9� 49.0' LT +85.72 FRONTAGE ROAD 49 00 LT 14.7 LT MILLING AND CONST. TYPE 'F' 49.0' LT +83.18 +25.75 CONST. PAVEMENT RESURFACING LIMITS CURB & GUTTER 1 23 64 LT 22.00 LT I WIDENING CONST. TYPE ER CURB '& GUTTER +90 1 I J � 9 3 T 5 N 95 PI STA 595 +48.10 N 1586116.45 596 N 158596.41 597 E 572156.41 �Q OF SURVEY •� E 572027.04 (SR 434) � �� , +86.5 k FOR CONTINUATION SEE SHEET C -06 6 5 4 3 2 1 A=COM AECOM TECHNI CAL SERVICES, INC. 150 North O -ga Avenue, SH1. zoo Orlando, FL 32801 4www8ee om gem PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE PAVING PLAN SHEET NUMBER C-07 SHEET 7 OF 2 2 2111 AECI. TECHNICAL EEI 7 6 5 4 3 2 1 �r �o 0 10 20 40 GRAPHIC SCALE IN FEET V NOTE: FOR RAISED CROSSWALK DETAIL SEE SHEET C -18 - INSTALL DETECTABLE WARNING BRICK PAVERS INSTALL DETECTABLE WARNING BRICK PAVERS +25.09 BRICK PAVERS 54.47' LT (SEE LANDSCAPE PLANS) +01.09 CONST. RAISED CONST. CONC. SIDEWALK 52.47' LT CROSSWALK CONST. RAISED CROSSWALK (MATCH EXIST. BACK OF O y SIDEWALK ELEVATION O 00I CONST. TYPE E SEE SHEET HS -O6 FOR I N CONST. TYPE 'F' h CURB & GUTTER + +21.52 JOINT DETAILS + CURB & GUTTER 28.33' LT % I N F - +48.23 - " 1.91 ! --- - --- --- - -- 25.31' LT +16.52 2 .31 LT Q 23.31 LT \ +45.52 +81 94 zri 33 TT 8 .2 1:5.87 I, r 4. 1 LT /. • 1522' IT F 7 �� 81 +69.07 N O I r 25.32' LT �. \ �• 52 I u! Oi `` 1 01.09 S L. 97 00 23.31' LT ro 25.22' LT Oi +60.92 9 �? . 13.31 LT V U _.16 S 1 ; 6 R0'. LT 1 1 .33' T �' V09 8- 20 21 U -� +52.40 a +17.78 R/W O. 0 ;•�l �L`L 9.37' LT d ./ .16.10' LT P W /+39:40 W +ts5 ts5 +14.70 U) L +76.46- g no 1 +66.93 ` 0.02' LTRS' - 9 86 RT - R Cco. 07 6.80' LT +63.51 +52.;'S T 6.au ❑ 5 zu ' w L ftl 6 82 LT ` 14.52' LT .,. n 1 1_. 1 LI I. �.1.. R +14.14. LIJ CO `CONST. TYPE 'F' +01.89 14.56 RT `CONST TYPE •F• `CONST TYPE F' U) 's. +74.88 CURB AND GUTTER ( OF CONSTRUCTION CURB AND GUTTER CURB AND GUTTER 49.04' LT CONST. TYPE 48.98 LT (FRONTAGE RD) I CURB &GUTTE R +65.07 J I 48.98 LT I J 587 588 589 590 591 592 Q Q I I Q SURVEY (SR 434) R/W 7 6 5 4 3 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407843 0552 R, PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW O FT 10 20 North SHEET TITLE PAVING PLAN SHEET NUMBER C-08 SHEET 8 OF 2 2 2111 AECI. TECHNICAL EEI 7 6 5 4 3 2 1 I I I I I I I I I I I I ?O�r 1 10 20 40 GRAPHIC SCALE IN FEET I I I I I I I I R/W NOTE: FOR RAISED CROSSWALK DETAILS SEE SHEET C -18 BEGIN CONSTRUCTI N FRONTAGE RD. 1 V 1 5 E 571155.44 1 N 11587276.39 1 CONST. CONC. SIDEWALK (MATCH EXIST. BACK OF SIDEWALK ELEVATION) COAST. GRAVITY WALL (OPTION 1, SCHEME 1) SEE SHEET HS -06 FOR INSTALL DETECTABLE +72.2 (34' LT) TO +72.2 (66' LT) JOINT DETAILS WARNING BRICK PAVERS CONST. TYPE 'F' EXPOSED FACE 1.5' MAX.) CURB & GUTTER CONST. CONC. SIDEWALK CONST. RAISED 0.15 COAST. CONC. SIDEWALK : 66.32' LT (MATCH EXIST. BACK OF (MATCH EXIST. BACK OF INSTALL DETECTABLE CROSSWALK SIDEWALK ELEVATION) SIDEWALK ELEVATION) WARNING BRICK ----------- CONST. TYPE 'F' SEE SHEET HS 06 FOR +70.15 CURB & GUTTER JOINT DETAILS SEE SHEET HS -O6 FOR PAVERS STA. 15 +61 + JOINT DETAILS PROPOSED PUBLIX 8.72' LT 3 +80.86 +28.61 CLOCK LOCATION 23.95 LT 25.25' LT 33.71' LT 23. 6' LT ~ + 6 4 5 1525 L R +66.12 ^ +29.63 •.... -. +12.56'.' 150180 LT mss-_. I O 1 23.95' LT a 25.16 LT 25.23' LT 25.23' LT P +59.96 +14.96 +:34.48 +25.61 - CONST. +77.4 t t .26' LT R� \,E0, `'0- 23 26 L 23.26 LT 23.26 LT ��o 1 0 0 18.24 LT 1 �, (FRONTAGE RD.) 11.23' LT +03.03 1 4 +50.53 1 5 +61.04 ,p a 1 1 +06.21 8 74' LT 0.12 LT O 2 +51.04 v +78.Q2 9.37' RT 20• 5.30 RT R/W Ft� 'A P Q-ry 0 9' LT 25.28' LT w + LLJ +61.35 V I +80 02 +23.13 +27 61 ® uR5. 9.91' R 0,87' T +61.3 RT +87.91 6:73' LT +99.57 6.76 LT 6.76' LT +17.16 w .0.87 LT "'. 6 73 LT 1 p +29.96 +78.59 7.4.6 RT +61.80 -I LLI CONST. TYPE 'F•. .5.24' RT 14.6 RT q 5.22' RT U) COAST. TYPE 'F' ° CURB & GUTTER +02.73 COAST. TYPE 'F' CURB & GUTTER CONST. RAISED A COAST. TYPE 'F' COAST. TYPE 'F' +56.40 +73.11 48.84 LT CURB AND GUTTER CROSSWALK 48.96 LT `r- CURB & GUTTER CURB AND GUTTER 48.97' LT COAST. 5' COAST. TYPE 'F' CONST. TYPE 'F' CONC. SIDEWALK CURB AND GUTTER +66.34 48.942 LT I Z CURB & GUTTER 48.96' LT J X81 582 583 584 585 586 Q S 39° 44' 16" E N t58723t.64 BEGIN CONSTRUCTION S.R. 434 E 571101.61 - 1.10 n nn 7 6 5 4 3 R/W 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407843 6552 R, PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE PAVING PLAN SHEET NUMBER C-09 SHEET 9 OF 2 2 2111 AECI. TECHNICAL EE F E D C M:l A 7 6 5 4 3 2 1 FOR CONTINUATION SEE SHEET C -11 A 5 95 596 597 598 599 d S 390 44' 16" E 0 r I q OF CONSTRUCTION END CONSTRUCTION S.R. 434 STA. 597 +50.00 oar + CF) (TUSKAWILLA RD) 0 10 20 40 u7 Q GRAPHIC SCALE IN FEET L7 � Ld R/W S O Y STA. 35 +06.4, 42.6' RT \ � CONST. TUSKAWILLA RD REMOVE EXIST. INLET TOP CONST. NEW P -6 INLET TOP PER INDEX No.200, 211 INLET ELEV. 41.7 7 6 5 4 3 END CONSTRUC STA. 37 +00.00 2 1 A=COM AECOM TECHNICALSERVICES, INC. 150 North Orange Avenue, SH1.200 Orlando, FL 32801 PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEV PIETERS &ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE GRADING & DRAINAGE PLAN SHEET NUMBER C 10 SHEET O OF A 2 2111 AECI. TECHNICAL EEI F E C C B A z� 7 6 5 4 3 2 1 7 6 5 4 3 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 158 North Orange Avenue, SHIA 288 Orlando, FL 32801 1552 R, 407843 .H gem PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION ISSUED FOR SHEET I OF 22 2111 AECI. TECHNICAL EEI o BEGIN CONSTRUCTION TUSKAWILLA RD. STA. 30+00.00 � r 0 10 20 40 GRAPHIC SCALE IN FEET 41.20 a O Z COURSE AGGREGATE (NO. 57 STONE) •� FILTER FABRIC (TYPE D -3) c ° MIN. 6" PERFORATED PVC PIPE 3' i � SIDE LINE TRENCH DETAIL ` 6 N.T.S. SYNTHETIC TURF 42.00 4 ++ COURSE AGGREGATE FILL rTFFFTFFrTFFFrFn (N0. 57 STONE) STA. 22 +76, 1.0' LT pw q CONST. FRONTAGE RD 1" X 12" LATERAL DRAIN CONST. INLET MH P -8 COMPACTED SOIL PER INDEX No. 200, 201 INV. EL. 39.00 FILTER FABRIC 6" PVC INV. EL 40.80 v (TYPE D -3) GRATE EL. 44.00 V +75 \� ,. LATERAL DRAIN DETAIL 5 -1 g 41.70 q o. N.T.S. STA. 22 +42, 1.0' LT q CONST. FRONTAGE RD 41 5 CONST. INLET TYPE 'C' 41.81 ❑` 0 PER INDEX No 200. 232 SYNTHETIC TURF CONNECT TO EXIST. 18" RCP COURSE AGGREGATE FILL uw uw u INV. EL. 38.83 N \ (NO. 57 STONE) .. 4" PVC PIPE GRATE EL. 43.80 a: .. ° \ 4" PVC ELBOW 1" X 12" 4" PVC RISER PIPE STA. 21 +62.3, 5.5' RT 6" PVC LATERAL DRAIN 6" TO 4" PVC REDUCER q CONST. FRONTAGE RD UNDERDRAI:N e 1" X 4" PVC CONST. INLET TYPE 9 SIDELINE TRENCH REDUCER PER INDEX No. 200, 214 (TYP') ° MIN 6" PERFORATED PVC PIPE INV. EL. 39.00 r 42.25 INV.::. EL. ` GRATE EL. 44.46 41.45 42.20 \ TRANSITION FROM LATERAL DRAIN INV_ EL - \ OF CONSTRUCTION TO SIDE LINE TRENCH S -3 4 41.63 - _ (TUSKAWILLA RD) N.T.S. STA. 21 +62.3. 1.0' LT 400 �5� 42.30 Q CONST. FRONTAGE RD CONST. MH P -8 TYR /jJ' PER INDEX No. 200, 201 CONNECT EXIST. 18" RCP `�.- 6" PVC / ° R/W INV. EL. 38.64 (E, W) s LEANOU41.80 A INV. EL. 38.89 42.80 42.80 INV. \ O N RIM EL. 44.58 R/W 11 B °•�Q /j 42.95 j 42.83 + N 4 .50 / 43.50 (INV. EL. ° Vii 4 .3 ° END CONSTRUCTION FRONTAGE RD. STA. 29 +18.27 41.15 6' PVC \\ INV. EL /A CLEANOUT q INV EL 42.35 '' 42.53 END CONSTRUCTION S.R. 434 4472 41.10 43.42 _--L� 43.50 STA. 597 +50.00 (N 43.50 U 45.D6 5 O6 44.56 44.35 .. 11 EL a _ L�J1I i 1� 3, Q 1iS.4 � ) % 43.40 6✓ w 44 80 44.80 44.28 41.00 44 23 a ` 43 ,0 / Q/1 ��'� ° = 44.70 CONST. 6 LF S -3 44:515 22 S -1 'i 5 -1 y/Q 24 � . \ R/W .44.10 �;. 1 \ - - -�- 43.90 : 4380 LLJ 44.46-/ S-2 44.00 44.00 42.88 & o :'.. CONST. 31 LF LLI OF 15" RCP CONST 10 LF SIDELINE TRENCH 43.30 6" PVC z OF 6" PVC 6" PVC UNDERDRAIN (TYP) CLEANOUTS' q OF CONSTRUCTION INV. EL. 42.75 J (FRONTAGE RD) 2 l!• U � 593 5 95 596 °597 FOR CONTINUATION SEE SHEET C -10 7 6 5 4 3 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 158 North Orange Avenue, SHIA 288 Orlando, FL 32801 1552 R, 407843 .H gem PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION ISSUED FOR SHEET I OF 22 2111 AECI. TECHNICAL EEI F E D C B A 7 6 5 4 3 2 1 �r �o 0 10 20 40 GRAPHIC SCALE IN FEET R/W Co S -7 S -8 V S -10 STA. 20 +65, 5.50' RT STA. 20 +65, 1.0' LT STA. 19 +85, 5.50' RT STA. 19 +85, 1.0' LT STA. 18 +77.8, 1.0' LT q CONST. FRONTAGE RD q CONST. FRONTAGE RD q CONST. FRONTAGE RD I q CONST. FRONTAGE RD CONST. INLET TYPE 9 REMOVE EXIST. INLET CONST. INLET TYPE 9 46.00 REMOVE EXIST. INLET PER INDEX No. 200, 201, 214 CONST. MH P -8 PER INDEX No. 200, 201, 214 PER INDEX No. 200, 201 CONST. MH P -8 I 00I INV. EL. 38.50 (E) +15 +60 GRATE EL. 44.82 46.10'. GRATE EL. 45.18 INV. EL. 38.13 W CONNECT EXIST. 6" PVC, 18" RIM EL. 46.08 INV. EL. 38.38 W RIM EL. 45.80 INV. EL. 38.13 E & 30 "RCP INV. EL. 38.41 E INV. EL. 38.38 S INV. EL. 37.76 E INV. EL. 38.38 S 47.15 46.80 IN V. EL. 42.67 N 46.00 RIM EL. 44.95 INV. EL. 37.72 NW 46.00 RIM EL. 45.60 +71 +96 + 46.50 +66 45.40 45.11 Q _ __- 46.60-\ 46.50 46.50 45.40 46.50 (n 46:50 (n a A 46.60 c ®. .g e -. e. m a a s F (S 50 45.95 .45.845 45.80 46.15 46.33 ;: 46.10 V46'0 46.40 75 45.78 °CONST. 6 •LF 17 46.00 45.70 18 45 6°5 4560 S 9 20 OF 1�5" RCP 21e R/W g 1 46.15 4625 . 45.90 45.65- �� . �._..� 45.30 45.30 45 85 !1 ' LU i a.. ' S 12 �t kr- -,. c 10 LLJ �.. S_T CONST. 2 LF S_1..1 p �45.40 ' • 8 45.18 CONST. 6 LF 44.82 wL. 46.00 OF 15' RCP vl� OF 15" RCP uj w a e e a e A a a Iw CONST. 48 LF OF CONSTRUCTION U) OF 15" RCP CONST. TYPE 'F' (FRONTAGE RD) ( CURB & GUTTER< W W IJ JI =1 587 588 589 590 591 592 ;T- I I I R/W Co S -7 S -8 Co S -10 STA. 20 +65, 5.50' RT STA. 20 +65, 1.0' LT STA. 19 +85, 5.50' RT STA. 19 +85, 1.0' LT STA. 18 +77.8, 1.0' LT q CONST. FRONTAGE RD q CONST. FRONTAGE RD q CONST. FRONTAGE RD q CONST. FRONTAGE RD q CONST. FRONTAGE RD CONST. INLET TYPE 9 REMOVE EXIST. INLET CONST. INLET TYPE 9 CONST. MH P -8 REMOVE EXIST. INLET PER INDEX No. 200, 201, 214 CONST. MH P -8 PER INDEX No. 200, 201, 214 PER INDEX No. 200, 201 CONST. MH P -8 INV. EL. 38.50 (N,S) PER INDEX No. 200, 201 INV. EL. 38.50 (E) CONNECT EXIST. 18" RCP PER INDEX No. 200, 201 GRATE EL. 44.82 CONNECT EXIST. 18" RCP GRATE EL. 45.18 INV. EL. 38.13 W CONNECT EXIST. 6" PVC, 18" RIM EL. 46.08 INV. EL. 38.38 W RIM EL. 45.80 INV. EL. 38.13 E & 30 "RCP INV. EL. 38.41 E INV. EL. 38.38 S INV. EL. 37.76 E INV. EL. 38.38 S RIM EL. 45.30 IN V. EL. 42.67 N RIM EL. 44.95 INV. EL. 37.72 NW RIM EL. 45.60 7 6 5 4 5-11 S -12 S-1 S-14 STA. 17 +64.7, 5.50' RT STA. 17 +15, 2.0' RT STA. 16 +60, 5.50' RT STA. 16 +60, 2.0' RT � CONST. FRONTAGE RD � CONST. FRONTAGE RD q CONST. FRONTAGE RD q CONST. FRONTAGE RD CONST. INLET TYPE 9 REMOVE EXIST. INLET CONST. INLET TYPE 9 CONST. MH P -8 (4') PER INDEX No. 200, 201, 214 CONST. MH P -8 (4') PER INDEX No. 200, 201, 214 PER INDEX No. 200, 201 INV. EL. 40.10 (W) PER INDEX No. 200, 201 INV. EL. 40.70 CONNECT EXIST. 30" RCP GRATE EL. 45.65 CONNECT EXIST. 18 " &30" RCP GRATE EL. 46.00 INV. EL. 39.33 E INV. EL. 39.47 W INV. EL. 39.33 W INV. EL. 39.85 N INV. EL. 40.58 S INV. EL. 39.85 E RIM EL. 46.08 RIM EL. 45.80 3 2 1 A=COM AECOM TECHNICALSERVICES, INC. 150 North Orange Avenue, SH1.200 Orlando, FL 32801 407843 0552 tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE GRADING & DRAINAGE PLAN SHEET NUMBER C-12 SHEET A OF A 2 2111 AECI. TECHNICAL EEI 7 6 5 4 3 2 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I R/W V' BEGIN CONSTRUCTION FRONT GE RD. STA. 1 +00 00 I I I I I e �r �o 0 10 20 40 GRAPHIC SCALE IN FEET eMl• 583 584 585 1 1 1 1 1 1 1 7 6 5 4 3 I I I O _= 00 R/W 5-15 S -1 S -1 S -1 5 -19 5 -20 5 -21 5 -22 S -2 STA. 14 +27.8, 5.50' RT STA. 14 +27.8, 2.0' RT STA. 13 +70, 5.50' RT STA. 13 +84.1, 2.0' RT STA. 11 +98, 5.50' RT STA. 11 +75, 2.0' RT STA. 11 +08.4, 5.50' RT STA. 11 +08.4, 2.0' RT STA. 10 +86.3, 0.11' RT E� CONST. FRONTAGE RD E� CONST. FRONTAGE RD E� CONST. FRONTAGE RD E� CONST. FRONTAGE RD E� CONST. FRONTAGE RD E CONST. FRONTAGE RD E� CONST. FRONTAGE RD E CONST. FRONTAGE RD (CENTER OF STRUCTURE) CONST. INLET TYPE 9 CONST. MH P -8 (4') CONST. INLET TYPE 9 REMOVE EXIST. INLET CONST. INLET TYPE 9 REMOVE EXIST. INLET CONST. INLET TYPE 9 REMOVE EXIST. INLET CONST. FRONTAGE RD PER INDEX No. 200, 201, 214 PER INDEX No. 200, 201 PER INDEX No. 200, 201, 214 CONST, MH P -8 (4') PER INDEX No. 200, 201, 214 CONST. MH P -8 PER INDEX No. 200, 201, 214 CONST. MH P -8 (4') REMOVE EXIST. INLET INV. EL. 40.10 (N) CONNECT EXIST. 30" RCP INV. EL. 40.00 E PER INDEX No. 200, 201 INV. EL. 43.50 E PER INDEX No. 200, 201 INV. EL. 39.90 PER INDEX No. 200, 201 CONST. MH J -8 (5'x7') GRATE EL. 46.80 INV. EL. 38.76 E 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, 2101 INV. EL. 38.73 W INV. EL. 38.65 E I = INV. EL. 38.66 E INV. EL. 38.50 E CONNECT EXIST. 310" RCP INV. EL. 39.98 S INV. EL. 38.62 W INV. EL. 38.66 W INV. EL. 38.50 W INV. EL. 38.89 NW RIM EL. 46.92 INV. EL. 38.80 SW INV. EL. 43.00 SE INV. EL. 39.75 S INV. EL. 38.44 E RIM EL. 47.DD RIM EL. 46.97 RIM EL. 46.92 RIM EL. 46.95 7 6 5 4 3 S 390 44' 16" E 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407843 6552 tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION �FYSII��IY�I:� PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE GRADING & DRAINAGE PLAN SHEET NUMBER C-1 3 SHEET 3 OF 2 2 2111 AECI. TECHNICAL EEI I I I O _= 00 +75 ., ---- - -- ---i Q 47.28 1 7�- U 46.65 46 95 I 46. W W W W co W J I = IU S 390 44' 16" E 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407843 6552 tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION �FYSII��IY�I:� PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE GRADING & DRAINAGE PLAN SHEET NUMBER C-1 3 SHEET 3 OF 2 2 2111 AECI. TECHNICAL EEI F E D C �.I A 7 6 5 4 FOR CONTINUATION SEE SHEET C -15 3 2 1 •. II E,�7 .,. ♦♦ _ .... —. — — uFFl�l - 5 _ 95 .. 596 YELLOW 597 598 599 III III rl�� Iii I =I I -. - -- = S 390 44' 16" E 18' WHITE ✓ — — 700 -1 -50 1 AS �• 6" YELLOW • _ 0 E 10' G C II 6" YELLOW — (TO BE RELOCATED TO • IT �h 2' -4' SKIP oo /�i�\ I� TA TED TO ( 4 ) Y �I r700 1 50 1 AS • . II (TO BE RELOCATED OF SURVEY u ° ll ° --J � Q_ p ��.0'Il 11 STA 596 +35) SR 34 STA 595 +01) 6:'YELLOW �� — _ ) 6" WHITE (10' 30' SKIP) +20.0 6" YELLOW 12 u u 12" WHITE 00 u w WITH W/R RPM'S 0 40' C —C END CONSTRUCTION S.R. 434 WHITE DIRE TIONAL_— of CONSTRUCTION —u STA. 597 +50.00 0 10 20 40 ARROW II 6" WF� ',' (TUSKAWILLA RD) � 6" WHITE WITH /R II III 2' -4' 6%P 12" WHITE III -I F,�III 6' YELLOW RPM'S @ 20' C C —III L �� T GRAPHIC SCALE IN FEET _ '• 6 WHITE 1p 6' WHITE 24 —II �p Q +48.3 +50 WHIT — — 38.8 RT III `. v IT (n Rso. 18" WHITE III +56.4 +20.0 PAVEMENT MESSAGE 12" WHITE +86 ♦ ♦w S '435, p 10' C C uIEIw —_ +37.8 T 1IT O • •Z1 +48.3 ®... ca 8" WHITE.. i +62.1 ., PAVEMENT ITF,�III aIT II uu F,�lll IT III u11F,�IIIT a ® — 4p, (WHITE) � � -gym s �- �: = I_u11. a u11 ul_uII _ _ 700 -1 -60 1 AS 7 (TO BE REMOVED) III' u — ,eLo INSTALL PATTERNED 24 "II WHITE' III III +56.6 A / R/W PAVEMENT (THERMOPLASTIC) 1� n +56.6 6.7' LT i +8 1� (HERRINGBONE PATTERN) \ 19.4 LT \ 6" WH. E WITH W/R +15.0 + 9 RPM'S 20' C —C °� 700 -1 -50 1 AS 6" WHITE +81.3 0A'.A � (TO BE RELOCATED TO +91.3 STA 35 +65, 51' LT) +50 PAVEMENT MESSAGE \ DIRECTIONAL _ J (WHITE) ARROWS 6" YELLOW 6" WHITE MATCH EXISTING PAVEMENT MARKINGS \.. EXISTING 6" YELLOW EXISTING 6" WHITE +50 \ \ - DIRECTIONAL ARROWS \ \ R/W \ \ EXIST. DIRECTIONAL ARROWS AND PAVEMENT MESSAGES REMOVED BY SKIM MILLING (4 LOO CATITI ONS) INSTALL DIRECTIONAL ARROWS AS \ \ SHOWN (41-OCATIONS) \ \ p`�A, 700 -1 -60 2 AS O 3 7+0O.000TION TUSKAWILLA RD. STA (TO BE REMOVED) \ �Sj� A (2 LOCATIONS) 7 6 5 4 3 2 REMOVE EXIST. THRU DIRECTIONAL ARROW ONLY BY SKIM MILLING (6 LOCATIONS — 4 SHOWN) 1 A=COM AECOM TECHNICALSERVICES, INC. 158 North orange Avenue S41e zoo Orlando, FL 32801 10781a o5m"IT PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE SIGNING & PAVEMENT MARKING PLAN SHEET NUMBER C-14 SHEETl 4 OF 2 O TECHNICAL 7 6 5 4 \ 700 -1 -11 1 AS \ O STA 29 +18, 16' RT u4V3HV BEGIN CONSTRUCTION TUSKAWILLA RD. 2416 -9p - 24" x 12" � \ STA. 30+00.00 \ 700 -1 -11 1 AS STA 31 +05, 23' LT 30" X 30" = W11 -2 30" X 30" \ I 24" X 12" N \ o, G 12 .WHITE 700 -1 -60 MIDI Ter rill aNnoeis3ro111 TO BE REMOVED I tvN�re iv II � \ LEON = , VI i o j153M H1ftOSl15a3 II��Sr 12 reran .Da vnlmwaenl� i' - � A, \ INSTALL PATTERNED PAVEMENT (THERMOPLASTIC HERRINGBONE U PATTERN) I 12 CD 700 -1 -11 1 AS +39. N I STA 31 +18. 20' RT 18" YELLOW ® 10' CC + CN I W16 -7pL \, v I < 24" X 12" � \ • I DIRECTIONAL ARROWS & 30" X 30" �. PAVEMENT MESSAGES (WHITE) (0I U �I w WI v/ w w 700 -1 -11 70D -1 -11 700 -1 -50 1 AS STA 21 +36, 25' LT STA 21 +36. 25' LT (TO BE RELOCATED TO 12"x18" 12"x18" STA. 22 +06, 13' RT) w 12 "x6" 12 "x6" z = I A-11NO II (� I FTP -20 -O6 FTP -20 -06 i =a II A, �dois" 7 A_ o 7,ANDICAP PAVEMENT +89.4 +04.4 \ ' \ REMOVE EXIST 'DIRECTIONAL \ ARROWS & PAVEMENT MESSAGES OF CONSTRUCTION 3 1 (TUSKAWILLA RD) 700 -1 -11 1 AS �2 �R /W STA 33 +05, 28' LT 700 -1 -50 1 AS �AA�A 5��\ (TO BE RELOCATED TO S�p� STA. 22 +38.5, 17.5' RT) �' Q �2131N3� 6" WHITE J �1ON Oa �j � ri +044 V 3 S' WHITE �... . F DIRECTIONAL Q �e 72' ARROWS 2 i 23 24 6" BLUE 6" BLUE +67.8 I(❑ � II (TO REMAIN) II LU 2 II 7 -- -- - - OF CONSTRUCTION 7�3 ;IR - - -- -- FRONTAGE ROAD _ + _ 12 WHITE 24" WHITE 6" WHITE (10' -30' SKIP) +54.9 WITH W/R RPM'S ® 40' C -C 6" WHITE VIII= 6 2 PROPOSED CONC. SIDEWALK BUMPER GUARD (6') CONC. BUMPER GUARD (6') LOCATION DETAIL NTS 1 �r �o 0 10 20 40 GRAPHIC SCALE IN FEET PAVEMENT MESSAGE (WHITE) W11 -2 DIRECTIONAL ARROWS 30" X 30" W16 -9p 24" X 12" �AHEAD� END CONSTRUCTION FRONTAGE RD. REMOVE EXIST DIRECTIONAL STA. 29 +18.27 ARROWS & PAVEMENT MESSAGES p 700 -1 -60 l— 6" DBL. YELLOW ®0 TO BE REMOVED �N �� END CONSTRUCTION S.R. 434 STA. 597 +50.00 INSTALL PATTERNED PAVEMENT (THERMOPLASTIC HERRINGBONE PATTERN) PAVEMENT R/W MESSAGE E, B" WHITE R < �L12" WHITE -''�� PA AVEMENT PLADTI`G .HERRINGBONE +03.7 is 6 5 FOR CONTINUATION SEE SHEET C -14 4 3 +46.5 "YELLOW • • • 24' �A�� "�• 6" WHITE WITH W/R _ 6" WHITE +83.1 +31.5 • • • IIHI 6" 102'- 4�ISKIP 5 - 6' -10' SKIP 6" YELLOW +33.1 _ �_ �5'"" � LP ' �p0 ". '''," ' 6 WHITE � 12" WHITE 596 j +94.2 2' -4' SKIP 6 5 FOR CONTINUATION SEE SHEET C -14 4 3 +46.5 +86.5 24' WHITE 6" WHITE WITH W/R _ RPM'S ® 20' C -C - m N 597 �li� Nn- - WHITE DIR CTIONAL ARROW /I 1 C A=COM AECOMTECHNI CAL SERVICES, INC. 150 North orange Avenue, suite zoo Orlando, FL 32801 w6�. w —lil "I PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BAN DLEY P IETERS & ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland. FL 32751 REGISTRATION W MI- 14-31-1:4 PROJECTNUMBER 60306977 PROJECTMANAGER RA DRAWN BY JL CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEETTITLE SIGNING & PAVEMENT MARKING PLAN SHEET NUMBER C 15 SHEET 5 OF 2 2 2111 AECI. TECHNICAL EEI 31 7 6 5 4 3 2 1 �o 0 10 20 40 700 —t —t t t AS 700 —t —t t t AS GRAPHIC SCALE IN FEET STA 16 +97, 36' LT STA 18 +17, 38' LT W16 -7p � � W16 -7p 24" X 12" � 24" X 12" v W11 -2 700 -1 -11 1 AS W11 -2 \ • 30" X 30" STA 18 +17, 56' LT a 30" X 30" 700 -1 -11 1 AS STA 16 +97, 53' LT O BE 700 -1 -50 R3 -1 (TO BE REMOVED) (TO BE RELOCATED TO 24 "x24" R3—, Q STA 18 +06, 4' RT) 24 "x24 " �� (�� K� R1 -1 1� �z m 1, 1111 O uT dO1S z z Z F o of I�� 0 w JI 38 "x36" �° w/� O Cl� p U- H Oj � I 1 36 "x36" 700 -1 -60 1 24" WHITE (TO BE REMOVED) 24" WHITE +33 CONC. BUMPER GUARD (6') 56 LT I N oN =, + 6 WHITE ._ _ �� ^^� "°" T""" T" 6" WHITE I � (n P) N � = --- --- - -- --- +13.5 ,' �� (TYP) _. t U) (A r� O�' O O_777777777217 +33.0T Q.� 5.0 LT '� 6 17 +95.0 18 +10 WHITE DIRECTIONAL 3�LT 20 1.0 LT 13 LT ARROW W r W W — _ _ LLI = 1 1 ± 44U *..:. 6,._.DBL. YELLOW..... WHITE DIRECTIONAL 1.0 LT WHITE DIRECTIONAL.... I \ :` w ARROW ARROW :.I W . U) AINO1 15.0' RT �� - -� (n 24" WHITE II II ( j II 1 II Q Q w II�I l+f) M I � u1 LU �— �� II p CI 1 (TO BE RELOCATED TO �� LLI Z / / —�� L Q I _J 700 -1 -50 STA 20 +50, 10' RT) J p II (TO BE RELOCATED To II�IIIII = I 587 588 589 doss 590 591 11 z 11'1 �- 592 U STA 19 +07, 13.5' RT) H 1 b£b b L JIL =J 1 I�i�l�i�la 3SOa��, i I i i i I i i i i 700 —, -50 1 (TO BE RELOCATED TO 1 STA 18 +10, 14' RT) 7 6 5 RAW 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, Suite 200 Orlando, FL 32801 407 843 0552 tel 'IT EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BANDLEY PIETERS & ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland. FL 32751 REGISTRATION W MI- 14-31-1 :4 PROJECTNUMBER 60306977 PROJECTMANAGER RA DRAWN BY JL CHECKED BY JBL DRAWING SCALE AND NORTH ARROW O FT 10 20 North SHEETTITLE SIGNING & PAVEMENT MARKING PLAN SHEET NUMBER C 16 SHEET V OF 2 2 2111 AECI. TECHNICAL EEI 7 6 5 4 3 2 1 F ?��r 0 10 20 40 GRAPHIC SCALE IN FEET �R /W 700 -1 -11 1 AS STA 14+81, 56' LT E R3 -1 700 -1 -11 1 AS 700 -1 -11 1 AS 700 -1 -11 1 AS 700 -1 -11 1 AS STA 14 +70, 4' RT 24 "x24" STA 14 +81, 38' LT V STA 14 +01, 25' LT STA 14 +21, 25' LT BEGIN CONSTRUCTION FRONTAGE RD. 2 x18 12%18" w1E- STA. 10 +OO.p0 12 "x 6" 12 "x6° E R5-1 doss R1 -1 700 -1 -60 700 -1 -60 FTP -20 -O6 FTP -20 -O6 36 "x36" 30 "x30" J 36 "x36" � 24" X 12" TO BE REMOVED (TO BE REMOVED) O z 24" WHITE W11 -2 ( ) 700 -1 -60 FTP -20 -O6 FTP -20 -O6 r -� �� (TO BE REMOVED) 700 -1 -60 olLE +97.5 � 30" X 30" z O \ \ J r - (TO BE REMOVED) 56' LT �A�o ��0� r �I r ®�I - -_= 00 + I L0 Gm D 6" WHITE CONC. BUMPER GUARD (6') / T (TYP.) (TYP.) - -- -------- _ EXIST BRICK PAVERS D (TO REMAIN) I �.. ,. 00 12' WHITE / / 9. , WHITE DIRECTIONAL O 1 0 ! ✓., 9• ��Q. 7Yp °ro e. ARROW +33 L) 10' '� +73' +97.5 1 1 12' 13' LT 5.0' LT 13' LT Lu FR/W 6" BLUE V u ❑... l^ III —I III =11 11 =11 11111111 I IT III IT I Lu IFII= IFII= IFII= IFII= 1�n =IFII- IFII= 6" WHITE HANDICAP PAVEMENT 6" DBL. - YELLOW ,,. LLI (TYP) MESSAGE (3') ` w m (WHITE) ITT WHITE DIRECTIONAL +96.0 llNO \ ARROW 15.0 RT — �lLnu 700 -1 -11 1 AS �IIiIIII �50 " WHITE G= nl��ill �� STA 12 +95, 9' RT X w 7 1 z N� I z mI �_ 700 -1- 7 J Ill IT T, ///'''�� L Ll (TO BE RELOCATED TO d01 (]/G� 700 -1 -60 = INSTALL PATTERNED I I 58 / 583 W16 -7p W11 -2 584 (TO REMAIN) 585 STA 14 +73 14' 1 8V (TO BE REMOVED) U PAVEMENT (THERMOPLASTIC 8 2 V V HERRINGBONE PATTERN) I� �(.. 24" X 12" 30" X 30" NOT - 7oo -1 -so Q I II�II�I �TE� (TO BE REMOV D) S 390 44' 16" E Mill TT FEE BEGIN CONSTRUCTION S.R. 434 w 12" WHITE II STA. 581 +00.00 IT 11 B III -1�1I "l i1� III �I - R/W ududl udu T udu T udu ududu udu T EXIST BRICK PAVERS (TO REMAIN) A 7 6 5 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, Suite 200 Orlando, FL 32801 407 843 0552 tel EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLE V PIETERS & ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland. FL 32751 REGISTRATION W MI- 14-301: PROJECTNUMBER 60306977 PROJECTMANAGER RA DRAWN BY JL CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEETTITLE SIGNING & PAVEMENT MARKING PLAN SHEET NUMBER C-17 SHEET 70F 2 2 2111 AECI. TECHNICAL EEI 7 6 5 8" MIN. LIMEROCK BASE OR 8" CRUSHED CONCRETE BASE 12" STABILIZED SUBGRADE FRONTAGE ROAD TYPICAL SECTION — NEW ASPHALTIC CONCRETE PAVEMENT N.T.S. NOTE: EXISTING BASE MATERIAL MAY BE USED IN CONSTRUCTION OF THE 12' STABILIZED SUBBASE 18" EXIST. ASPHALTIC CONCRETE PAVEMENT D_ CONST. 1.5" FOOT SUPERPAVE TYPE 9.5 0 r CONS ". 8" (MIN.) LIMEROCK BASE COURSE EXIST. LIMEROCK BASE / OR B" CRUSHED CONCNCRETE ETE BASE x, 4 3 2 1 TOP OF CURB LOCATION TO BE SAME ELEVATION SEE SHEET HS -06, DETAIL 3A AS SIDEWALK PROPOSED FOR ASPHALT PARKING — CONCRETE SIDEWALK SIDEWALK INTERFACE /CURB ` PARKING PAVING PLAN STA /OFF. LOCATION CURB TRANSITION @ SIDEWALK PLAN N.T.S. NOTE: O O O O pC0 OCOCOoLjOCOCOoLjOC o O�O�O O�O T. STABILIZED SUBGR STABILIZED SUBGRADE 4 3 2 1 TOP OF CURB LOCATION TO BE SAME ELEVATION SEE SHEET HS -06, DETAIL 3A AS SIDEWALK PROPOSED FOR ASPHALT PARKING — CONCRETE SIDEWALK SIDEWALK INTERFACE /CURB ` PARKING PAVING PLAN STA /OFF. LOCATION CURB TRANSITION @ SIDEWALK PLAN N.T.S. 7 6 5 4 3 DETAIL SIDEWALK /BRICK PAVERS AT HANDICAP PARKING N.T.S. MAXIMUM 14' 3/16" GAP SOLID LID 12" HEAVY DUTY UNBOLTED SOLID TRENCH LID N.T.S. 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North Orange Avenue, SLite 200 Orlando, FL 32801 40784 3 6552 R, PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE MISCELLANEOUS DETAILS SHEET NUMBER C 18 SHEET 8 OF 2 2 2111 AECI. TECHNICAL EEI NOTE: a ALL ROADWAY MATERIALS AND CONSTRUCTION SHALL CONFORM TO --- - - - - -- ° --- - - - - -- THE FDOT DESIGN STANDARDS (2014 EDITION). FOOT STANDARD SPECIFICATIONS (2014 EDITION), SUPPLEMENTS THERETO. AND AS AMENDED BY THE CONTRACT DOCUMENTS. PAVERS TYPE 'F' CURB AND GUTTER TIE —IN TO EXISTING ASPHALT N.T.S. PLAN N.T.S. 12' 12' 1 B.5' B'_10' LANDSCAPE TRAVEL WAY PARKING AREA SIDEWALK TOP OF CURB ASPHALT PAVEMENT AREA 3„ TRANSITION FACE OF BUILDINGS 6^ 2.0' — 1.5" SP -9.5 8' 1 •� B, 8' 0.02 FLOWLINE OF CURB O.D2 i 0.02 OR CENTERLINE OF _ _ _ _ ROADWAY LOCATION Z = 4" L SECTION _ N.T.S. = 4" CONCRETE SIDEWALK TYPE 'F' CURB BASE RAISED CROSSWALK DETAIL 12" STABILIZED SUBGRADE TYPICAL CROSS SECTION FRONTAGE ROAD N.T.S. 7 6 5 4 3 DETAIL SIDEWALK /BRICK PAVERS AT HANDICAP PARKING N.T.S. MAXIMUM 14' 3/16" GAP SOLID LID 12" HEAVY DUTY UNBOLTED SOLID TRENCH LID N.T.S. 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North Orange Avenue, SLite 200 Orlando, FL 32801 40784 3 6552 R, PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEY PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER RA DRAWN BY J CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE MISCELLANEOUS DETAILS SHEET NUMBER C 18 SHEET 8 OF 2 2 2111 AECI. TECHNICAL EEI 7 6 5 4 3 2 1 TEMPORARY TRAFFIC CONTROL PLAN NOTES 1. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FOOT DESIGN STANDARDS INDEX 600, 615, AND 616 SERIES. 2. THERE WILL BE NO LANE CLOSURES ALLOWED DURING THE TIMES PROVIDED BELOW. LANES MAY ONLY BE CLOSED DURING ACTIVE WORK PERIODS. A. THERE WILL BE NO LANE CLOSURES ALLOWED ON SR 434 FROM 5:00 PM TO 7:OOPM AND NO LANE CLOSURES WITHIN 600 FEET OF A SIGNALIZED INTERSECTION FROM 7:00AM TO 9:00PM. 3. MAINTAIN THE POSTED SPEED LIMITS (SR 434 —M.P. 1.277 — M.P. 2.020)(45 MPH) DURING CONSTRUCTION. 4. DURING CONSTRUCTION OPERATIONS FOR A LANE CLOSURE ALONG SR 434 OR TUSKAWILLA RD., THE CONTRACTOR SHALL USE A PORTABLE CHANGEABLE (VARIABLE) MESSAGE SIGN (PCMS). DISPLAY 1500' IN ADVANCE OF THE LANE CLOSURE AREA. 5. MILLING OPERATIONS IN TRAVEL LANES SHALL BE REPAVED NO LATER THAN THE DAY AFTER THE SURFACE WAS MILLED. S. USE CHANGABLE MESSAGE SIGNS AT SR 434 BEGIN AND END CONSTRUCTION 500' BEFORE SIGNAGE (14) DAYS PRIOR TO CONSTRUCTION WITH THE FOLLOWING MESSAGE: MESSAGE 1 MESSAGE 2 SR 434 BEGINS MAY BE CHANGED AS DIRECTED BY THE ENGINEER ROAD MM /DD WORK 7. USE CHANGABLE MESSAGE SIGNS AT TUSKAWILLA RD BEGIN AND END CONSTRUCTION 500' BEFORE SIGNAGE (14) DAYS PRIOR TO CONSTRUCTION WITH THE FOLLOWING MESSAGE: MESSAGE 1 MESSAGE 2 TUSKAWILLA BEGINS MAY BE CHANGED AS DIRECTED BY THE ENGINEER ROAD MM /DD WORK B. CONTRACTOR SHALL COORDINATE SR434 CONSTRUCTION ACTIVITIES WITH ADJACENT FDOT PROJECT (430675- 1- 52 -01) IF CONSTRUCTION ACTIVITIES ARE COMMENCING AT THE SAME TIME. PEDESTRIAN & TRANSIT TRAFFIC CONTROL PLAN NOTES 1. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC DURING CONSTRUCTION IN ACCORDANCE WITH INDEX 660. 2. STAGING OF SIDEWALK AND CURB RAMP CONSTRUCTION SHALL BE EMPLOYED SO THAT SIDEWALKS ON BOTH SIDES OF THE ROAD ARE NOT CLOSED AT THE SAME TIME BETWEEN 2 SIGNALIZED INTERSECTIONS IN ACCORDANCE WITH THE INDEX 600 SERIES. 3. THE CONTRACTOR SHALL NOTIFY LYNX, AT 407 -254— 6007, AT LEAST 14 DAYS IN ADVANCE OF TEMPORARY REMOVAL OR RELOCATION OF BUS STOPS TO ALLOW SUFFICIENT TIME TO PLAN DETOURS AND TO COMMUNICATE WITH AFFECTED PASSENGERS. NO TWO CONSECUTIVE BUS STOPS SHALL BE TEMPORARILY RELOCATED OR REMOVED WITHOUT APPROVAL FROM LYNX. 4. THE CONTRACTOR SHALL NOTIFY LYNX, AT 407 -254— 6007, AT LEAST 30 DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION TO ARRANGE A PRE — CONSTRUCTION— TRANSIT ROUTE /PEDESTRIAN ACCESS SAFETY MEETING. THE MEETING IS TO DETERMINE ALL BUS ROUTES AFFECTED AND TO MAKE ANY NECESSARY ARRANGEMENT FOR REROUTING AND TEMPORARY SIGNING OR REMOVAL OF BUS STOP SIGNS AND FURNITURE, i .e. BENCHES, SHELTERS, ETC. 5. BUS STOP SIGNS WITHIN THE SIDEWALK WORK AREAS SHOULD BE COVERED UP DURING CONSTRUCTION. 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. 7. DURING CURB RAMP CONSTRUCTION, CONTRACTOR SHALL CONSTRUCT TEMPORARY ASPHALT CURB RAMPS TO ALLOW PEDESTRIAN MOVEMENTS AT ALL CROSSING LOCATIONS. 7 6 5 4 3 TRAFFIC CONTROL PLAN PHASE I(SR 434 EASTBOUND /TUSKAVVILLA RD (SOUTH) 1. INSTALL ADVANCE WARNING SIGNS AND TRAFFIC CONTROL DEVICES PER FDOT INDEX SERIES 60D, 613, 615, AND 616. 2. CONSTRUCT EASTBOUND SR 434 AND TUSKAWILLA RD (SOUTH) PAVEMENT WIDENING, CURB RAMPS AND SIDEWALKS PER PLANS. 3. MILL AND RESURFACE SR 434 EASTBOUND AND TUSKAWILLA RD (SOUTH) TRAVEL LANES UP THROUGH THE TOP OF THE STRUCTURAL COURSE. 4. PLACE TEMPORARY STRIPING AND RPM'S PER SIGNING AND PAVEMENT MARKING PLANS. PHASE II (SR 434 WESTBOUND AND TUSKAWILLA RD (NORTH) 1. INSTTLL TRAFFIC CONTROL DEVICES PER FDOT INDEX SERIES 600, 613, 615, AND 616. 2. CONSTRUCT WESTBOUND SR 434 AND TUSKAWILLA RD (NORTH) PAVEMENT WIDENING, CURB RAMPS, AND SIDEWALKS PER PLANS. 3. MILL AND RESURFACE SR 434 WESTBOUND AND TUSKAWILLA RD (NORTH) TRAVEL LANES UP THROUGH THE TOP OF THE STRUCTURAL COURSE. 4. PLACE TEMPORARY STRIPING AND RPMS PER SIGNING AND PAVEMENT MARKING PLANS. PHASE III (SR 434 AND TUSKAWILLA RD) 1. INSTALL TRAFFIC CONTROL DEVICES PER FDOT INDEX SERIES 600 AND 613. 2. PLACE FRICTION COURSE ON TRAVEL LANES AND TURN LANES. 3. PLACE FINAL STRIPING AND RPM'S AS PER SIGNING AND MARKING PLANS. 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, Suite 200 Orlando, FL 32801 40 843 6552 tel 'IT EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER LAN GLEY PETERS & ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland. FL 32751 REGISTRATION PROJECTNUMBER 60306977 PROJECTMANAGER RA DRAWN BY JL CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEETTITLE OR 434 TUSKAWILLA RD TRAFFIC CONTROL SHEET NUMBER C 19 SHEET 9 OF 2 2 2111 AECI. TECHNICAL EEI i 7 6 5 WINTER SPRINGS TOWN CENTER TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE PLAN 4 3 PHASE O p 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 a 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 COMPLETION OF THE NEW TOWN CENTER SIDEWALK CONSTRUCTION. UPON COMPLETION, REMOVE EXISTING 5 —FOOT CONCRETE SIDEWALK AND GRADE PER HARDSCAPE AND LANDSCAPE PLANS. aV3HV )4aoltn avow 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. 700 -1 -60 (TO BE REMOVED)w.�� 5. UPON COMPLETION. INSTALL SIGNING AND TEMPORARY PAVEMENT MARKINGS PER SIGNING AND MARKING PLANS. 7 587 :: CHANNELIZING TYPE III BARRICADES (6') DEVICES W /ROAD CLOSED SIGN 6 589 I� 2 TYPE III BARRICADES (6') W /ROAD CLOSED SIGN 700 -1 -60 (TO BE REMOVED) 22 24 v 8 EXIST. SIDEWALK TO REMAIN (SEE PHASE I, NOTE NO. 2) 590 591 592 593 594 595 596 597 Q 0 �s o ° a o CAO I 4 3 2 1 1 A=COM AECOM TECHNICAL SERVI CES, INC. 150 North Orange Avenue, Srlte 200 Orlando, FL 32801 407 843 6552 tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEV PIETERS &ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION MFYS-I - 31-1:4 PROJECT NUM BER 60306977 PROJECTMANAGER RA DRAWN BY JL CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 20 40 North SHEETTITLE TOWN CENTER TRAFFIC CONTROL AND CONSTRUCTION SEQUENCING SHEET NUMBER C-20 SHEET20OF 22 2111 AECI. TECHNICAL EEI A 7 6 5 4 3 WINTER SPRINGS TOWN CENTER TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE PLAN PHASE 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 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. 2 1 TYPE III BARRICADES (6') I, CHANNELIZING W /ROAD CLOSED SIGN DEVICES �� CHANNELIZING { DEVICES r 1M 14 ' f6' rS 18 C, . LA 2D 21 22 EXIST. SIDEWALK TO REMAIN TYPE III BARRICADES (6') J (SEE PHASE II, NOTE N0. 2) 582 583 584 W /ROAD C�L�ED SIGN 586 587 588 589 590 591 592 593 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 S 39° 44' 16" E 7 6 I 4 3 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 156 North Orange Avenue, Srite 200 Orlando, FL 32801 407 8436552t.1 PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEV PIETERS &ASSOCIATES, INC. 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION MFYS-I - 31-1:4 PROJECTNUMBER 60306977 PROJECTMANAGER RA DRAWN BY JL CHECKED BY JBL DRAWING SCALE AND NORTH ARROW 0 FT 20 40 North SHEETTITLE TOWN CENTER TRAFFIC CONTROL AND CONSTRUCTION SEQUENCING SHEET NUMBER C-21 SHEET 21 OF 22 1111 AECI. TECHNICAL EEI i 7 7 6 6 5 4 3 WINTER SPRINGS TOWN CENTER TRAFFIC CONTROL AND CONSTRUCTION SEQUENCE PLAN PHASE 2 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 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. 1 TYPE III BARRICADES (6') I TYPE III BARRICADES (6') W /ROAD CLOSED SIGN W /ROAD CLOSED SIGN CHANNELIZING DEVICES El 12 1 L7 L L � r I ° L, EXIST. SIDEWALK TO REMAIN TYPE III BARRICADES (6') (SEE PHASE III, NOTE NO. 2) W /ROAD CLOSED SIGN 5 4 3 2 1 A=COM AECOM TECHNICAL SERVICES, INC. 150 North Orange Avenue, S IA 200 Orlando, FL 32801 407 843 6552 tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS CIVIL ENGINEER BRINDLEV PIETERS &ASSOCIATES, INC 2600 Maitland Center Parkway, Suite 180 Maitland, FL 32751 REGISTRATION �FYS�I��IY�I:i PROJECT NUMBER 60306977 PROJECTMANAGER RA SHEET2 2 OF 22 1111 AECI. TECHNICAL EEI 8 A G QED 3 $ 3 I 7 GENERAL NOTES 6 I. SEE CIVIL ENGINEERING DRAWINGS FOR GENERAL GRADING OF THE SITE NCLLDNG FINISH GRADES FOR PARKING LOTS, ROADWAYS, SDEWALKS, AND PLANTING AREAS, 2 THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE PRIOR TO BODING THE WORK. THE CONTRACTOR SHALL FELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION. 3. LOCATON OF ALL UTILITIES AND BASE NFORMATON B APPROXIMATE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS PRIOR TO INITIATING W10RK, CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 4. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT, AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND ALL WORK AND MATERIAL WHICH, N IRS OPINION. DO NOT MEET WITH THE REQUIREMENTS OF THESE PLANS AND 5PECFICATDN5. 5. ALL GRADES, DIMENSIONS. AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON-SITE BEFORE CONSTRUCTION AND/ OR FABRICATION BEGINS. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND THE FELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OLLNER'S REPRESENTATIVE. 6. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS r0 PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. 7. THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN ALL EXBTN6 EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS N ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, B. NO SBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE. DURING, THE COARSE OF THIS WORK, EXCESS WASTE MATERIAL SHALL BE REMOVED DAILY FROM THE SITE. 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK WITH OTHER TRADES AND THE OWNER'S REPRESENTATIVE. IOU THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HRS MINIMUM PRIOR TO DIGGING FOR FELD VERIFICATION OF ALL UNDERGROUND UTILITIES. 11. ALL EXISTING SITE ROADS, PARKING LOTS, CURBS, UTILITIES, SEWERS, AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. LANDSCAPE NOTES I. THE CONTRACTOR SHALL REVIEW ARCHITECTURE/ENGNEERNG PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES. 2 THE PLANT QIANTITES SHOWN ON RE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR B RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF W10RK, 3. ALL INSTALLATION OF PLANT MATER14L SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTANNG ALL PERMITS A560CLATED WITH THS WORK, 4. PRIOR TO PLANTING INSTALLATION THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS. SUBMIT DATED PHOTOGRAPHS OF TREE MATERIAL AND SPECIMEN PLANT MATER14L TO THE CURERS REPRESENTATIVE FOR REVEW. 5. ALL PLANT MATER14L SIZES SPECIFIED ARE MINIMUM SIZES. CONTAINER SIZE SHALL BE INCREASED F NECESSARY TO FROVDE OVERALL PLANT SIZE SPECIFIED. 6. IF PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS AS SPECIFIED HEREIN, THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE CONTRACTOR TO REPLACE REJECTED WORK AND CONTNE SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. T. THE CONTRACTOR SHALL PROVIDE AN APPROVED PLANTING SOIL MIXTURE FOR ALL PLANT MATERIAL. SEE BPECFCATIONS FOR REQUREMENT5. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. STAKING OF TREES OR SHRUBS SHALL BE DONE N ACCORDANCE WITH PLANS AND SPECIFICATIONS. 9, THE CONTRACTOR SHALL NSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. IF NADEOIATE VERTICAL DRAINAGE 5 ENCOUNTERED, THE CONTRACTOR SHALL SUBMIT RECOMMENDATIONS FOR PROVIDING ADEQUATE DRAINAGE TO THE OWNER'S REPRESENTATIVE. O. PEG SOD ON SLOPES GREATER THAN 34. 11. THE CONTRACTOR SHALL ENGAGE A QUALIFIED TREE SURGEON WHO HAS SUCCESSFULLY COMPLETED TREE PROTECTION AND TREE TRIMMING WITH FIVE YEARS OR MORE EXPERIENCE, TO PERFORM THE FOLLOWING WORK: A. REMOVE BRANCHES FROM TREES THAT ARE TO REMAIN IF REQUIRED, AS DIRECTED BY OWNERS REPRESENTATIVE. B. PERFORM NITUAL PRUNING OF BRANCHES AND STIMULATION OF ROOT GROWTH WHERE REMOVED TO ACCOMMODATE NEW CONSTRUCTION C. PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION. Q CONTRACTOR SHALL PROVIDE TEMPORARY RF ION SYSTEM FOR RELOCATED TREES. B. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN Ol DRAWINGS OR BY MEANS APPROVED BY THE OILNER'S REPRESENTATIVE. 14. CONTRACTOR TO CLEAN PRUNE, AND SHAPE EDGES OF EXISTING VEGETATION AS DIRECTED BY OWNER'S REPRESENTATIVE. CREATE SMOOTH BED LINES AROUND EXISTING VEGETATON 5, THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOUS, AMENDMENTS, ETC. ASSOCIATED WITH RE WORK. BEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUREMENTS. K. CONTRACTOR SHALL FELD- ADJLBT LOCATION OF PLANT MATERIAL PRIOR TO NITATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE OWNER'S REPREBENTATVE. IT. ALL PLANT MATER14L SHALL BE IN RILL AND STRICT ACCORDANCE WITH FLORIDA W. I GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS" PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. ALL PLANTING BEDS SHALL BE TOP- DRESSED WITH A 3" LAYER OF MULCH AS SPECIFIED. ALL TREES SHALL HAVE A 3" THICK MULCH RING PLACED AROUND THE BASE OF THE TRUNK B. SHRUB AND GROUND COVER BED QUANTITIES ARE INDICATED 014 THE PLANT LBT. PLANT ACCENT SHRUBS AND TREES AS BROWN ON THE LANDSCAPE PLANTING PLANS WHEN INDIVIDUAL PLANTS ARE DELINEATED. 20. PALM HEIGHTS, AS INDICATED ON THE PLANS, REFER TO CLEAR TRW (C.T.). GRAY WOOD (G.W.), OR OVERALL HEG14T (01 AS SPECIFIED ON THE PLANT LBT. 21. CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WITH RRIGATION WORK CONTRACTOR SHALL BE RESPONSBLE FOR ALL HAND WATERING AS REOURED TO SUPPLEMENT RRIGATION WATERING AND RAINFALL 22 CONTRACTOR SHALL BE RESPONSIBLE FOR NAND WATERING N ALL PLANTING AREAS, REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED RRGATION. 23. CONTRACTOR SHALL REGRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION AND/OR INSTALLATION WORK, 24. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITM ANY AND ALL EXISTING PLANT MATERIAL DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION AND/OR INSTALLATION WORK. 25. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE UNTIL THE DATE OF SUBSTANTIAL COMPLETION. MAINTENANCE INCLUDES WATERING, PRUNING, WEEDING, MULCHING, REPLACEMENTS OF SICK OR DEAD PLANTS, AND ANY OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PLANT MATERIAL %. UPON COMPLETION OF ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTUAL COMPLETION OF THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR SCHEDULING THE INSPECTION AT LEAST SEVEN M DAYS PRIOR TO THE ANTICIPATED NSPECTON DATE. 71. CONTRACTOR SHALL SUBMIT WRITTEN GUARANTEE OF SJRVIVABLITY OF ALL PLANT MATER14L FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. UB. CONTRACTOR MST APPROVE ALL GRADED AREAS PRIOR TO THE COMMENCEMENT OF PLANING. 5 HARDSCAPE NOTES 4 L SEE CIVIL ENGINEERING DRAWNGS FOR GENERAL GRADING OF THE SITE, NCLIIDNG SIDEWALK AND FNISH GRADES FOR PARKING LOTS, ROADWAYS, SIDEWALKS, AND PLANTNG AREAS. 2. ALL PAVEMENT SHALL BE STAKED N THE FELD FOR APPROVAL BY THE OWNERS REPREBE14TATYE PRIOR TO CON57RdCTM ALIGNMENT MAY BE ADUSTED UPON APPROVAL TO ACCOMMODATE EXISTNG SITE ELEMENTS. 3. SLOPES OF WALKS TO BE NO GREATER THAN FIVE PERCENT, UNLESS EXPRESSLY NOTED OTHERWISE. CROS64LOPE OF WALKS NOT TO EXCEED TWO PERCENT. SEE CIVIL DRAWINGS FOR ADDITIONAL LAYOUT AND NSTALLATION DETAILS. SEE HARDSCAPE DRAWINGS FOR FINISH PATTERNS. 4. ALL COLORS AND MATERIALS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. FOR THIS PURPOSE, THE CONTRACTOR SHALL CONSTRUCT OR SUBMIT AS DIRECTED BY THE OWNER'S REPRESENTATIVE PANELS DEPICTING PROPOSED FINISHES AND COLORS FOR REVIEW AND APPROVAL 5. ALL NAILS, LAG SCREWS, BOLTS AND MISCELLANEOUS FASTENERS SHALL BE HOT DIPPED GALVANIZED OR A CORROSION RESISTANT ALLOY. FOUNDATIONS 6. FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE SOIL BEARING VALUE OF 2000 PER N -PLACE SOILS TO BE UNFORMLY COMPACTED AND TESTED TO ENSURE MNMIM SOIL BEARING PRESSURE CAPACITY OF 2000 PER 7. PREPARATION FOR AND CONSTRUCTION OF WALUCOLUMN FOOTNGIS) TO BE N COMPLIANCE WITH THE APPLICABLE CHAPTERS AND SECTIONS OF ACI 332R B. ANY ADDITIONAL FILL MATERIAL REQUIRED SHALL CONSIST OF SOILS THAT CONTAN NOT MORE THAN ]A OF FINES (SILT OR CLAY PARTCLEN PASSING A NO. 200 SIEVE AND SHALL BE PLACED N UNIFORM LAYERS NOT EXCEEDING 12.0 INCHES LOOBE. EACH LAYER SHALL BE SYSTEMATICALLY AND UNFORMLY COMPACTED N THE MANNER AND TO THE DEGREE SPECIFIED FOR THE N -PLACE SOILS. CONCRE E 9 STRUCTURAL CONCRETE, INCLUDING FOOTINGS, SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MNM1M COMPRESSIVE STRENGTH N 28 DAYS OF 3COO PSI UNLESS OTHERWISE NOTED. CONCRETE FOR SLABS ON-GRADE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH N 28 DAYS OF 2500 PSL 10. CONCRETE, WHEN PLACED, MALL HAVE A MAXIMUM SLUMP OF 5 INCHES AND A MNMUM OF 3 NCH-M. 11. ALL REINFORCING SHALL CONFORM TO ASTM 65 FOR GRADE 60 STEEL UELDED WIRE MESH r0 ASTM A -B5. 2. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWNGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. B. 05 REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 -NCH LAP. 14. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START NITI4L CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINSIHNG. KEEP CONTNUOUSLY MOST FOR NOT LESS THAN 7 DAYS N ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM OURNG OF THE CONCRETE BY CURING AND EEALNG COMPOUND, BY MOST OJRNG, BY MOISTURE RETANNG COVER CURNG OR BY COMBINATION THEREOF. 5. THE FOLLOWING MNMUM CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCEMENT A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 INCHES. B. FORMED CONCRETE EXPOSED TO EARTH OR LEATHER 05 BARS AND SMALLER 1 1/2 NOIRES. $16 BARS AND LARGER 2 INCHES. ruBONRY S. CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTIR CSO FOR LOAD BEARING M46ONRY WITH A MINIMUM F11 OF 500 PSL BRICK MASONRY UNITS SHALL CONFORM TO ASTM C-62 FOR STRUCTURAL AND NONSTRUCTURAL MASONRY. REFER TO DRAWINGS FOR SPECIFIC TYPE OF BRICK MASONRY LAYOUT PATTERNS. 17. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL THE REQUIREMENTS OF THE 'SPECIFCATIONS FOR MASONRY STRUCTURES" (ACI 530.1- 95 /ASCE 6-SUPS 602 -02, AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. S. NOT USED a ALL MORTAR SHALL BE TYPE M OR S N ACCORDANCE WITH ASTM C 270. 20. GROUT SHALL HAVE A MINIMUM SLUMP OF 8 INCHES AND A MAXIMUM SUMP OF II NICHES, BE N CONFORMANCE WITH ASTM C 476. AND ATTAN A COMPRESSIVE STRENGTH OF BOO PSI. 21. CONCRETE MASONRY UNITS SHALL BE PUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILT r0 THE THICKNESS AND N A RUNNING BOND AS INDICATED AND CONFORMING r0 THE TOLERANCES SPECIFIED N ACI 531.1 AND 530.1. CONCRETE UNITS SHALL BE STORED OFF OF THE GROUND SURFACE AND COVERED TO PROTECT THEM FROM AB50RBNCs RAN OR BEING CONTAMINATED WITH OTHER FOREIGN MATTER CONCRETE UNITS SHALL BE DRY WHEN LAD. EACH UNIT SHALL BE ADJUSTED TO FINAL POSITION N THE WALL WHILE THE MORTAR 5 STILL SOFT AND PLASTIC. ANY UNIT DISTURBED AFTER THE MORTAR HAS STIFFENED SHALL BE REMOVED AND III WITH FRESH MORTAR. VERTICAL CELLS SHALL BE ALIGNED TO PROVIDE A CONTINUOUS, UNOBSTRUCTED OPENNG. ALL ANCHORS, ACCESSORE5, FLASHING AND OTHER ITEMS TO BE BUILT-IN SHALL BE INSTALLED AS THE MASONRY WORK PROGRESSES. ALL OUTTNG AND FITTING OF MASONRY, INCLUDING THAT REQUIRED TO ACCOMMODATE THE WORK. OF OTHERS SHALL BE DONE BY MASONRY CRAFTSMEN WITH MASONRY SAUS. LOCATE CONTROL JONTS AT 20 FEET ON CENTER MAXIMUM AT ALL CD- MNS, AND AT CHANGES N DRECTON CAULK THE EXPOSED SIDE OF ALL JONTS WITH BACKER ROD AND SEALANT. COLOR OF SEALANT TO MATCH WALL COLOR, 22. HOLLOW UNITS SHALL BE LAD WITH RILL HEAD AND BED JONTS r0 THE THICKNESS OF THE FACE SHELL AS A MNMUM. THE WEBS SHALL ALSO BE BEDDED N ALL COURSES, STARTING AT THE FOUNDATION ADJACENT TO CELLS TO BE REINFORCED AND/OR FILLED WITH GROUT OR CONCRETE. BED JONTS SHALL BE 3/8 ". I/8" N THICKNESS. HEAD JONTS SHALL BE 3/8" (44', .3U8'). 23. ALL REINFORCING STEEL r0 BE GRADE 60 PER ASTM A-65. RENFORCMG BARS SHALL BE PLACED N THE MIDDLE OF THE CELLS AND TED OR OTHERWISE SECURELY SUPPORTED AT THE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE DURING GROUTING. MNM1M LAP AT ALL SPLICES OR DOWELS SHALL BE 30 INCHES UNLESS OTHERWISE NOTED ON THE DRAWINGS. 24. GROUTINGG SHALL BE ACCOMPLISHED N 4 FOOT LIFTS. EACH LIFT SHALL BE MECHANICALLY CONSOLIDATED INTO THE PREVIOUS LIFT, WHEN PLACED, SO AS r0 PREVENT COLD JONTS. RECONSOLIDATE AS REQURED. A U SQUARE NCH CLEANOUT OPENING SHALL BE PLACED AT THE BOTTOM OF EACH CELL TO BE FILLED AND IT SHALL BE THOROUGHLY CLEANED OUT PRIOR TO FILLING OF THE CELL GROUT PLACEMENT STOPPED FOR MORE THAN ONE HOUR SHALL BE STOPPED BELOW THE TOP OF THE MASONRY UNIT 42" TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. 25. THE MINIMUM CCNTNJOUS UNOBSTRUCTED CELL AREA N CELL TO RECEIVE GROUT MST NOT BE LESS THAN 2" X 3, MORTAR FNS MST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MST BE KEPT OUT OF CELLS WHICH ARE r0 BE GROUTED. 26. UNLESS SPECIFICALLY 54OUN OTHERWISE, PROVIDE OB GA. TRUSS TYPE RENI N EVERY OTHER COURSE OF CONTNUOUS WALLS FOR CONCRETE MASONRY, AND EVERY FOURTH COURSE FOR BRICK MASONRY. DO NOT LAY JOINT REINFORCEMENT ACROSS EXPANSION JONTS. 27. TEMPORARY BRACNG AND SHORING OF ALL CONCRETE MASONRY CONSTRUCTOR TO PROVIDE STABILITY DURNG CONSTRICTION UNTIL CONSTRUCTION ACHIEVES IT'S PROPER STRENGTH, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WATERPROOFING COATINGS 2& WATERPROOFING COATING SHALL BE A SOLVENT -FREE WATER AND CHLORDE -ION REPELLANT SPECIFICALLY FORMULATED TO SEAL ABSORBENT CEMENTTOUS SURFACES AND OTHER MASONRY SUBSTRATES. 29. CONCRETE AND MASONRY SURFACES SHALL BE EOUND, CLEAN AND PREPARED N STRICT ACCORDANCE WITH THE MANUFACTURER'S APPLICATION PREPARATION INSTRUCTIONS. 30. WATERPROOFING COATING SHALL BE MIXED, APPLIED, AND CARED N STRICT ACCORDANCE WITH THE MANUFACTURER'S APPLICATION INSTRUCTIONS. WATERSrOPs R IU IERSTOPS TO BE MADE FROM VIRGIN PVC MATERIALS THAT WILL NOT BE AFFECTED BY THE NORMAL RANGE OF CONCRETE OR CONCRETE ADDITIVES NOR IMPART ANY DISCOLORATION TO THE CONCRETE. WATERSTOP SHAPES MAY INCLUDE RIBBED FLAT, RIBBED WITH CENTER BULB, DUMBBELL, DUMBBELL WITH CENTER BJLB OR SPLIT. 7 6 5 4 3 STRUCTURAL STEEL 32. ALL STRUCTURAL STEEL SHAPES AND PLATE SHALL CONFORM TO ASTM A -36 AND THE 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRICTION. ALL TUBE STEEL SHALL CONFORM TO ASTM A-500, GRADE B (FY = 46 K%. 33. ALL SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX LOW HYDROGEN ELECTRODES) AND FELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DR4WNI ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF 'THE STANDARD CODE FOR WELDING N BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 34, ALL STEEL TO RECEIVE ONE SHOP COAT AND ONE FELD TOUCHUP COAT OF APPROVED PANT. 35. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE 'SPECIFICATION FOR STRUCTURAL JONI USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 36. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307 (THREADED ROD). 37. ERECT ALL STEEL TO CONFORM r0 'SPECIFICATION FOR THE DE56N, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDNGS". "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRDGES" AND "QUALITY CRITERIA AND INSPECTION STANDARDS ". FRAME TO BE PLUMB, SQUARE AND THE r0 LINE AND LEVEL, CHECKED BY EURVEYNG INSTRUMENTS. 38. LOCATE FINISH HOLES PRECISELY TO INSURE PA554GE THROUGH ASSEMBLED MATERIALS WITHOUT DRFTINYG. ENLARGE HOLES BY REAMING IF NECESSARY. POOR MATCHING OF HOLES B SUFFICIENT CAUSE FOR REJECTION. 39 GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK GROAT, 5000 PSI MNRIUM. UMBER 40, ALL LUMBER SHALL BE SOUTHERN YELLOW PN1E, GRADE N0.2 OR BETTER OR AS SPECIFIED ON THE DRAWINGS, KDB (FB FOR LUMBER SIZES NOTED TO BE N CONFORMANCE WITH VALUES LISTED N THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT), AND SHALL CONFORM TO THE NATIONAL GRADING RILE FOR DIMENSION LUMBER THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. 41 DO NOT LOCATE ANY HOLES CLOSER THAN FIVE (5) BOLT DIAMETERS FROM THE END OF ANY WOOD FRAMING MEMBER, 42. EXPOSED WOOD MEMBERS SHALL BE PRESSURE-TREATED WITH TYPE WATERBORNE PRESERVATIVE N ACCORDANCE WITH THE AMERICAN WOODHERESERVERS STANDARD UI -03 FOR THE FOLLOWING APPLICATIONS, AWPA LSE TREATMENT APPLICATION CATEGORY (LEWCU 7) A. ABOVEGROUND USE UC3S ACO 0.25 B. CONCRETE- OR GROMD{ONi4GT OR NGRORND USE UC4A ACO 0.40. C. FRESHWATER USE UC4A AGO 0.40 D. NGROWD OR FRESHWATER PILES UC4C CCA 0.80 E. SALTWATER USE, MARINE PILES UII CCA 150 41 FASTENERS: C. ABOVEGROUND METAL CONNECTORS N CONTACT WITH ACQ: 0 GIS5 HOT DIPPED GALVANIZED MEETING ASTM A653 2U ASTM AI23 3) STAINLESS STEEL TYPE 304 OR 3Ya B. ABOVEGROUND SCREWS NUTS, BOLTS 4 WASHERS N CONTACT WITH ACO; 0 CLASS 55 I-ECHANCALLY DEPOSITED ZINC MEETNG ASTM 8695 D POST HOT DIPPED GALVANIZED MEETING ASTM A53 3) STAINLESS STEEL TYPE 304 OR 316 C. ABOVEGROUND COMMON NAILS I GUN NAILS N CONTACT WITH ACO: 0 GI85 HOT DIPPED GALVANIZED MEETNG A5TM A53 2) STAINLESS STEEL TYPE 304 OR 3Ya D. ALL FASTENERS FOR N- GROUND, UNDERWATER OR MARINE APPLICATIONS 0 STAINLESS STEEL TYPE 304 OR 316 ALIIMNIIM 44. ALUMINUM PLATE AND ANGLES TO BE 6061 -T6. 45. ALL WELDING r0 BE N ACCORDANCE WITH THE AMERCAN WELDING SOCETY'S STANDARD AUS DL2. STRUCTURAL WELDING CODE - ALUMN.IM. 46. ISOLATE ALL ALUMINUM FROM STEEL AND CONCRETE BY THE USE OF NEOPRENE WASHERS, BUSHINGS, AND SHEET AS REQUIRED N ORDER TO PREVENT GALVANIC ACTION OR CORROSION. PRECABT/EIFS 47. PRECAST/EIFS MANUFACTURER 5 RESPONSIBLE FOR DESIGN OF INDIVIDUAL COMPONENTS, NCLIDNG VERIFICATION OF FELD CONDITIONS AND DESIGN OF CONNECTIONS. 48. DESIGN, FABRICATOR AND INSTALLATION OF PRECASr/EIFS COMPONENTS SHALL COMPLY WITH APPLICABLE AC( PC{ 4 ASTM STANDARDS. 49. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND FINISH SAMPLES FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO FABRICATION AND INSTALLATION SO. EXPANDED POLYSTYRENE (EPS) TO BE I PCF DENSITY, VIRGIN EPS FOR PERIMETER WALL CAPS AND PERIMETER COLU-M CAPS. 51. EXPANDED POLYSTYRENE (EPS) TO BE 2 PrF DENSITY, VIRGIN EPS FOR ENTRY SIGN WALLS, COLUMNS, AND GATE 001-I1MNS AND COLUMN CAPS. 52 POLYURETHANE WARD COATING. APPLY TO A MINIMUM AVERAGE THICKNESS OF 70W MIL5. 53. EPDXY PRMER TO BE APPLIED OVER ENTIRE SURFACE AREA OF HARD COATED EPS. 54. SYNTHETIC FNSH. APPLY OVER THE ENTIRE SURFACE OF THE PRIMED POLYURETHANE HARD COAT 45 RECOMMENDED BY THE MANUFACTURER. 3 2 STANDARD DRAWING SYMBOLS 1 CONTRACTOR NOTES: NOT ALL ITEMS SHOWN ON THIS SHEET APPEAR IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BUILDING, LANDSCAPE, IRRIGATION AND RIGHT OF WAY UTILIZATION PERMITS. ALL STRUCTURAL ITEM SUBMITTALS SHALL BE SIGNED & SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North orange Avenue, S,il.200 Orlando, FL 32801 117 8aemm com PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS NOTED SHEETTITLE STANDARD NOTES & DRAWING SYMBOLS SHEET NUMBER SN -01 SHEET 1 OF 1 2111 A-. TECHNICI ELEVATION DETAIL REFERENCE HB-0 Detail Number Sheet Number SECTION DETAIL REFERENCE LRLRa Detail Number Sheet Number GENERAL DETAIL REFERENCE Q� DErAIL NAME Detail Number ------- Sheet Number ,� 5m FOR ENLAR(SEMENT PLAN ENLARGEMENT REFERENCE Detail Number -- - - - - -- Sheet Number DETAIL ENLARGEMENT REFERENCE SEE FOR ENLARGEtETNT ® Detail Number --- Sheet Number OO OO MATCHLINE ............................. -� ITEM FINISH REFERENCE q )FINISH \J See Finish Schedule IO WILD PLANT TAG Quantity Symbol CONTRACTOR NOTES: NOT ALL ITEMS SHOWN ON THIS SHEET APPEAR IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BUILDING, LANDSCAPE, IRRIGATION AND RIGHT OF WAY UTILIZATION PERMITS. ALL STRUCTURAL ITEM SUBMITTALS SHALL BE SIGNED & SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North orange Avenue, S,il.200 Orlando, FL 32801 117 8aemm com PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS NOTED SHEETTITLE STANDARD NOTES & DRAWING SYMBOLS SHEET NUMBER SN -01 SHEET 1 OF 1 2111 A-. TECHNICI s x G Rm 3 $ `a a ; I 7 6 5 4 3 IN 2 DI Mw 4 a R 8 Y 7 6 5 4 3 /I 1 1 AMCOM AECOM TECHNICAL SERVI CES, INC. 150 North Orange Avenue, SHIA 200 OI,do, FL 32801 407 843 0552 [el EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW M 0 FT 10 20 North SHEETTITLE HARDSCAPE PLAN SHEET NUMBER HS -01 SHEET 1 OF 9 2111 AECI. TECHNICAL E IT T T Tk T T T 1 T TT t \ t til 4 T � � Tl t A, \ T YT l l YT T t L T *t TT TO \ i \ 1 T �\ \l tlt \t, 1T TT /I 1 1 AMCOM AECOM TECHNICAL SERVI CES, INC. 150 North Orange Avenue, SHIA 200 OI,do, FL 32801 407 843 0552 [el EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW M 0 FT 10 20 North SHEETTITLE HARDSCAPE PLAN SHEET NUMBER HS -01 SHEET 1 OF 9 2111 AECI. TECHNICAL E S s x G i a a ; I DI TAIL 'OLES, SEE :ICAL DJG5 7 6 5 4 3 2 `fie _ _ ___________ HB°6 I \ FBOB BANNER POLES ® \ ALIGN POLES. STAKE LOCATION BY CITY PRIOR TO INSTALLATION. BBB &DEWALK AT BLDG DETAIL SIDEWALK 136-0BE 107 TA PLAN LIGHT POLES, SEE ♦ - -- ...� O' ELECTRICAL DWGS 8 O-O 7 6 4�COLUMN BOLLARDS ) (Tl'P OF 24) SYNTHETIC NRF 16 RELOCATED FOUNTAIN EQUPNENT VAJLT O 5 4 7 U7.z HB B CROSSWALK 1' V i I_ 1 .� 19�AA6 hEDAN PAVERS I I 1 J 1 \ � I 1 \ 1 '77 I Ei 51 I \ 1 I � SIDEWALK DETAIL `fie _ _ ___________ HB°6 I \ FBOB BANNER POLES ® \ ALIGN POLES. STAKE LOCATION BY CITY PRIOR TO INSTALLATION. BBB &DEWALK AT BLDG DETAIL SIDEWALK 136-0BE 107 TA PLAN LIGHT POLES, SEE ♦ - -- ...� O' ELECTRICAL DWGS 8 O-O 7 6 4�COLUMN BOLLARDS ) (Tl'P OF 24) SYNTHETIC NRF 16 RELOCATED FOUNTAIN EQUPNENT VAJLT O 5 4 3 2 1 ......m�mmmmm. 1 A=COM AECO M TECH NI CAL SERVICES, INC. 150 North Orange Avenue, Sui[e 200 Orlando, FL 32801 407 843 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-31- I PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEETTITLE HARDSCAPE PLAN SHEET NUMBER HS -02 SHEET 2 OF B 2115 AECI. TECHNICAL 7 U7.z HB B CROSSWALK .� 19�AA6 hEDAN PAVERS 1 .3TrAT ROAD 434 ° ° °•, INEDAN PAVERS 9B '77 Ei 51 P' 3 2 1 ......m�mmmmm. 1 A=COM AECO M TECH NI CAL SERVICES, INC. 150 North Orange Avenue, Sui[e 200 Orlando, FL 32801 407 843 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-31- I PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEETTITLE HARDSCAPE PLAN SHEET NUMBER HS -02 SHEET 2 OF B 2115 AECI. TECHNICAL s x G m 3 �a a ; �i F 7 6 5 4 3 2 1 ®:O 9 CROSSWALK ENLARGEMENT OO o I 5 CROSSWALK DETAIL I16 6 SIDEWALK AT BLDG DETAIL - LIGHT POLES, SEE '.. - ------------------------------------ I 1 ELECTRICAL _� DWG5 - —� 7} I 1 1 I ------- ® - - -- r� 8K 356 q r`; f f, r..♦ s l j fr, f f ft f A... j, 1 r ~rj r' r' r r r I r r'r r t rl 'j f r j 7 ` .' f b _ RT r , f j'r /• ,` Ir l jj r r j '' ` '�3 rl ti'. ,j j j 17 1$ �^ _�` t�2D t� t= r t= _ m 4 COLUMN (TYM STATE ROAD 434 3 4 a R 8 Y 7 6 5 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, S,il. 200 Orlando, FL 32801 7 8 4043 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION .FYfl.14.11.1:� PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW 0 FT 10 20 NOM SHEETTITLE HARDSCAPE PLAN SHEET NUMBER HS -03 SHEET 3 OF B 2111 AECI. TECHNICAL � s x G m 3 �a a ; �i F 7 6 5 4 3 2 1 I C) T ® O I A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407 843 0552 [el EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-11.1:� 4 a R 8 Y 7 6 5 4 3 2 1 PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW M 0 FT 10 20 NOM SHEETTITLE HARDSCAPE PLAN SHEET NUMBER HS -04 SHEET Q OF B 2111 AECI. TECHNICAL E X G Qm 3 $ 3 F 7 6 5 4 3 2 1 5 g 3 CROSSWALK ENLARGEMENT HS-05 SCALE: V= iNY 8 7 6 5 2 CROSSWALK ENLARGEMENT HSz SCALE: r - w a 4 ENTRY ENLARGEMENT HS-05 SCALE: r = ia17 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, Sw[e 200 Orlando, FL 32801 407 843 6552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-11-1:� PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS SHOWN SHEETTITLE HARDSCAPE PLAN ENLARGEMENTS SHEET NUMBER HS- 05 SHEET S OF 9 2111 AECI. TECHNICAL � REM VE /REINSTALL EXIST PAVERS AND A BASE O ACCOMMODATE _ a NEW SI WALK LAYOUT HEADER RSE 1 Y «' HERRIN NE a PATTERN x7 `� ALIGN NEW BAND �• �. WITH EXBTP + t NT s; SIDEWAL HS96 DETAIL r ,\ 7 PEDESTRIAN fifi HS-06 PAVERS > `. CONCRETE 6'� BAND AT PLAZA HS-06 I� ALIGN rnrn. iG r . 2A, SYNTHETIC HS-07 TURF 1 PLAZA ENLARGEMENT Ik Nv.ffi I SCALE: 1"= ia-n 5 g 3 CROSSWALK ENLARGEMENT HS-05 SCALE: V= iNY 8 7 6 5 2 CROSSWALK ENLARGEMENT HSz SCALE: r - w a 4 ENTRY ENLARGEMENT HS-05 SCALE: r = ia17 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, Sw[e 200 Orlando, FL 32801 407 843 6552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-11-1:� PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS SHOWN SHEETTITLE HARDSCAPE PLAN ENLARGEMENTS SHEET NUMBER HS- 05 SHEET S OF 9 2111 AECI. TECHNICAL � 9 s x G 7 6 DI 5 4 f•� • E WALL DETAIL 3A SIDEWALK NSUB DETAIL - � x x I • 24 • ♦� -� 4' -0” O.C. • • `�-• • • • • • I • • 1608 BOLLARD CROSSWALK DETAIL II�O6 SCALE: V= la-W 3 2 SIDEWALK 1 4" CONCRETE SLAB: MEDIUM BROOM FINISH UNLESS OTI- ERWISE NOTED ON HARDSCAPE PLANS z 4� >W SUBGRADE LI DEWALK A �� CONTROL JOINTS B EXP. JTS. a� 40' O.C. (TYP) PLAN OR AS SHOWN IN PLANS OR DETAILS NOTE ALL RAMPS ARE REQUIRED TO CONFORM TO ALL ADA STANDARDS GRADE REGARDING SLOPE, WIDTH, DETECTABLE WARNING. SEE CIVIL DRAWNGS. SIDEWALK DETAIL HSa SCALE: r = s-a' ®EXPANSION JOINT ULNERE BAND ISO)ABUTS PAVEMENT OR BUILDING STREET LIGHT LIGHT BROOM FNISH PERPENDICULAR TO BUILDINGS " 3 - + a - I- ___ .. +- -- _ _ �.. E SEE CIVIL FOR SECTION VERTICAL STRUCTURE 6" COMPACTED SUBBASE X57 STONE CONCRETE BAND WIT14 LIGHT BROOM FNISH (MATCH SIDEWALK) CONTROL JOINT ' I" CRUSHED CONCRETE SETTNG BED I :I.......... PEDESTRIAN PAVER HARDSCAPE DETAILS SHEET NUMBER OTFERWSE IBOB AT 6' -0" O.C. UTILITY BOX I I Q I I I I I I I I I I I I I I I I ¢" EXPANSION JOINT UJI FIBER IT ------------ _I e COMPACTED G-.IBGRADE T TYPICAL EXPANSION JOINT 0 SIDEWALK AT „h 4 H306 BLDG, DETAIL CONCRETE EDGE CONCRETE .011A17C Lam,; 5 CROSSWALK o � _ U. . - lips - 4 'S' -0 ". _._ _ - = " ..- Q HERRINGBONE PATTERN EXSTNG BUS SHELTER I. ALIGN NGRADE UTILITY + I : I ....... �.... 1 BUS SHtLItRUtIAIL SCALE: V- VI HSa SCALE: 1' = IV-17 DI 5 4 f•� • E WALL DETAIL 3A SIDEWALK NSUB DETAIL - � x x I • 24 • ♦� -� 4' -0” O.C. • • `�-• • • • • • I • • 1608 BOLLARD CROSSWALK DETAIL II�O6 SCALE: V= la-W 3 2 SIDEWALK 1 4" CONCRETE SLAB: MEDIUM BROOM FINISH UNLESS OTI- ERWISE NOTED ON HARDSCAPE PLANS z 4� >W SUBGRADE LI DEWALK A �� CONTROL JOINTS B EXP. JTS. a� 40' O.C. (TYP) PLAN OR AS SHOWN IN PLANS OR DETAILS NOTE ALL RAMPS ARE REQUIRED TO CONFORM TO ALL ADA STANDARDS GRADE REGARDING SLOPE, WIDTH, DETECTABLE WARNING. SEE CIVIL DRAWNGS. SIDEWALK DETAIL HSa SCALE: r = s-a' ®EXPANSION JOINT ULNERE BAND ISO)ABUTS PAVEMENT OR BUILDING STREET LIGHT LIGHT BROOM FNISH PERPENDICULAR TO BUILDINGS " 3 - + a - I- ___ .. +- -- _ _ �.. E SEE CIVIL FOR SECTION VERTICAL STRUCTURE 6" COMPACTED SUBBASE X57 STONE CONCRETE BAND WIT14 LIGHT BROOM FNISH (MATCH SIDEWALK) CONTROL JOINT ZIP STRIP WITH CAJLK TO MATCH I" CRUSHED CONCRETE SETTNG BED I :I.......... PEDESTRIAN PAVER HARDSCAPE DETAILS SHEET NUMBER OTFERWSE IBOB AT 6' -0" O.C. UTILITY BOX I I Q I I I I I I I I I I I I I I I I ¢" EXPANSION JOINT UJI FIBER IT ------------ FILLER CONT. COMPACTED G-.IBGRADE T TYPICAL EXPANSION JOINT 0 A :. Ei CONCRETE EDGE CONCRETE .011A17C FEADER COI.RSE UTILITY LOCATION NOTES _ U. . - C TACTILE WARNING PAVE 4 'S' -0 ". _._ _ - = " ..- Q HERRINGBONE PATTERN PEDESTRIAN PAVERS I. ALIGN NGRADE UTILITY + I : I ....... �.... SCALE: V- VI 8 BOXES/LIGHT POLES PARALLEL OR PERPENDICULAR TO CURB ..... .. . + w ... ...... + .... ..: CURB, SEE GNIL CONTROL JOINT o AND SCORE LINES. ABUT OR - -.._ m k4 CONT. 5Fi O.C. UTILITY BOX gSEGT SCORE LINES WHERE �- -- = CONCRETE BAND EXPANSION JOINT � POSSBLE. 40' O.C. AND AT B SCORE LINE BUILDING FACE 5FT O.C. SEE GNIL FOR SECTION >�I' -0" IIB B PEDESTRIAN PAVERS BUILDING FACE 4� SIDEWALK AT BUILDING DETAIL 5 CROSSWALK 6 CONCRETE BAND AT PLAZA hIS-06' =1' a HS-06 SCALE: r — Z-17 H$ pg scALe: r = no 3 ADJACENT PAVING OR SAND -SWEPT JOINTS HBP VERTICAL STRUCTURE 6" COMPACTED SUBBASE X57 STONE I ZIP STRIP WITH CAJLK TO MATCH I" CRUSHED CONCRETE SETTNG BED I F PEDESTRIAN PAVER HARDSCAPE DETAILS SHEET NUMBER OTFERWSE SEE HARDSCAPE PLANE ¢" EXPANSION JOINT UJI FIBER FOR PATTERN FILLER CONT. COMPACTED G-.IBGRADE T TYPICAL EXPANSION JOINT T TYPICAL CONTROL JOINT A Ei CONCRETE EDGE CONCRETE .011A17C SCALE: 1111 ; 1'-0" 4 4 a Q g 7 PEDESTRIAN PAVERS = HS-06 SCALE: V- VI 8 7 6 5 4 ' RADUS TOOLED CONTROL JOINT DEPTH OF CONCRETE 3 n MEDIAN PAVERS SCALE: i• = io-v 2 1 A=COM AECOMTECHNICAL SERVICES, INC. 150 North Orange Avenue, Sw[e 200 Orlando, FL 32801 117 81:,155 "tl PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION - FY3-14.31- :A PROJECT NUMBER ADJACENT PAVING OR PROJECTMANAGER HBP VERTICAL STRUCTURE HBP I ZIP STRIP WITH CAJLK TO MATCH DRAWING SCALE AND NORTH I COLOR OF PAVING UNLESS NOTED HARDSCAPE DETAILS SHEET NUMBER OTFERWSE HS -06 ¢" EXPANSION JOINT UJI FIBER FILLER CONT. > D �. T TYPICAL EXPANSION JOINT T TYPICAL CONTROL JOINT A Ei CONCRETE .011A17C SCALE: 1111 ; 1'-0" 5 4 ' RADUS TOOLED CONTROL JOINT DEPTH OF CONCRETE 3 n MEDIAN PAVERS SCALE: i• = io-v 2 1 A=COM AECOMTECHNICAL SERVICES, INC. 150 North Orange Avenue, Sw[e 200 Orlando, FL 32801 117 81:,155 "tl PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION - FY3-14.31- :A PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS SHOWN SHEETTITLE HARDSCAPE DETAILS SHEET NUMBER HS -06 SHEET 6 OF B 2111 AECI. TECHNICAL � 9 G e 3 �a a ; 7 6 J CI 1 FOUNTAIN ENLARGEMENT HS-07 SCALE: V= 5'-W L16HT SAND BLAST FINISH TYPICAL 3 N 111211 N 211 N MEDIUM SAND BLAST =� `q FINISH TYPICAL 4 A. SFATUJALL 5 WALL SECTION HS-07 SCAL 7 5 A. AT PAVERS 4 (k PEDESTRIAN PAVERS 6" RBBON CURB, SCORE EVERY 6" 4" LONG STAPLE EVERY I" COMPOSITE NAILER BOARD MINIMUM 4'X4') MOUNTED 2 " BELOW CONCRETE SURFACE, AND SECURED WITH CONCRETE FASTERS AT IS" O.G. 4" CRUSI-ED AGGREGATE # 5 CONT. 6" RBBON CURB, SCORE EVERY 6" 4" LONG STAPLE EVERY I" COMPOSITE NAILER BOARD (MINIMUM 4'X4') MOUNTED j " BELOW CONCRETE SURFACE, AND SECURED WITH CONCRETE FASTENERS AT IB" O.G. 4 "CRU51-® AGGREGATE # 5 CONT. G. AT PLANT BED 2 SYNTHETIC TURF 07 SCALE: I'- ro B. AT SIDEUJALK FRONT ELEvATION COLUMN ELEVATION AND SECTION HS-07 SCALE: 1' 1 " -1 1/2" 4 "Ak-- 0" -1011 153.00° ACID ETCH MSH 1" A. SEATUJALL CAP = 150 Ull —� 150 fn I II V T L- _ B. COLUMN B. COLUMN CAP 6 WALL CAP DETAIL HS-07 SCALE: NTS 6 5 4 3 {qK 1CONC. SIDEWALK 4" LONG STAPLE EVERY I" COMPOSITE NAILER BOARD (MINIMUM 4'X4') MOUNTED p " BELOW CONCRETE SURFACE, AND SECURED WITH CONCRETE FASTENERS AT IS" O.C. 4 " CRUSHED AGGREGATE PRECAST CAP PRECAST SECTIONS 3 2 Y" DA x 4" SST PIN WITH EPDXY. GROUT AT EACH CORNER FILL W/ 3000 PSI V8" PEA ROCK PUMP MIX -------- FN16H GRADE 12 GA. GALVANIZED ANGLE CONNECTOR 9 3' O.C. - MAX, MN. 3 PER PANEL, GAP WITH CONC. 1 PRECAST CAP PRECAST STONE PAVERS � I J COMPACTED SUSGRADE 05 DOWELS 2 PER PANEL 2 #5 CONT. 30" LAP FOR ALL REBAR 05 9 IS" O.C. CONCRETE FOOTING %4: SEATWALL SECTION HS-07 SCALE: 112' =1' SECT ION r" DIA X 4" SST PIN WITH EPDXY GROUT AT EACH CORNER #4 CONTINUOUS N GROUT FILLED BOND BEAM #4 AT EACH CORNER N GROUT FILLED CELL FINISH GRADE 04 AT EACH CORNER N GROUT FILLED CELL U 10" r N LIGHT BAND BLAST FINISH TYPICAL N 211 211 111 )z" DA 4" BBT PIN WITH EPDXY, GROUT AT EACH CORNER MEDIUM BAND BLAST PLAN FINISH TYPICAL IL J ELEVATION END WALL DETAIL HS-07 SCALE: M 2 1 A=COM AECOMTECHNICAL SERVICES, INC. 150 North Orange Avenue, Sw[e 200 Orlando, FL 32801 407 843 6552 PI PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS SHOWN SHEETTITLE HARDSCAPE DETAILS SHEET NUMBER HS -07 SHEET 7 OF B 9 s G m 3 �a a ; I 7 6 5 4 3 2 1 R ELEVATION 1/2" SQ METAL PICKETS 0 4" O.G. SPACING 2" BOTTOM RAIL 1' CORE DRILL AND EPDXY, SET POST _..._. ISA. IN WALL PROVIDE ESCUTCI -EON PLATES NOTES I. WELD ALL JOINTS AND GRIND SMOOTH 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP FOR APPROVAL PRIOR TO FABRICATION GUARDRAIL O SCALE: 1/Y NOTES: I. DETAIL DEPICTS DESIGN INTENT ONLY AND DOES NOT IMPLY ANY DEGREE OF STRUCTURAL ENGINEERING. 2. BANNER POLE MANUFACTURER TO PROVIDE STRUCTURAL DRAWINGS FOR BANNER POLES AND FOUNDATIONS, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORDA. B. BANNER POLES SHALL BE ABLE TO SUPPORT A 3' NIGH BY 55' LONG BANNER, TO BE SUPPLED BY THE CITY. 6 6ANNER PULL =n HS`.Og SCALE: NrS 4 TACTILE WARNING PAVERS HM SCALE: NTS 7 6 5 4 3 CONSTRICT NEW BRICK FACADE FOR TOWER BRICK AND COURSING TO MATCH EXISTING EXISTING WALL/PLANTER TO BE DEMOLSHED J L1 _ I I CONSTPo.IGT NEW FOUNDATION FOR TOWER :..... .... ..... ..... .._ I{ ... ..} SEE ELECTRICAL DRAWINGS FOR SERVICE ELEVATION I DEMOLISH BLOCK WALL I I I I DEMOLISH BRICK PLANTER WALL I I I I I I I I I I I I I I TOWER TO BE MOVED AND OR RECONSTRUCTED I I I I I I I I I I PLAN 5 CLOCK TOWER HSa SCALE: NTS 2 1 AMCOM AECOM TECHNICAL SERVI CES, INC. 150 North Orange Avenue, S"i[e 200 Orlando, FL 32801 7 8 4043 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS SHOWN SHEETTITLE HARDSCAPE DETAILS AND FINISH SCHEDULE SHEET NUMBER HS -08 SHEET B OF B 2111 A—. TECHNICAL � NOTES: SIDEWALK I. DETAIL DEPICTS DESIGN INTENT ONLY AND DOES NOT IMPLY ANY DEGREE OF STRUCTURAL ENGINEERING. - 2. BOLLARD MANUFACTURER TO PROVIDE STRUCTURAL - - DRAWINGS FOR BOLLARDS AND FOUNDATIONS, V SIGNED AND SEALED BY AN ENGINEER REGISTERED IN - _ THE STATE OF FLORIDA. IV" 3 BOLLARDS ARE TO HAVE A DECORATIVE BANDING AS SHOWN IN DETAIL 021HS -OS -- wM1 Fp I7 X II x LX III � 1 BOLLARD 2 BOLLARD OA NII N /� HSa SCALE: 20V = V-17 FIS{!8 SCALE: NTS N �I NOTES I. EX16TNG CLOCK TOWER TO BE MOVED AND OR 20'-0" RECONSTRUCTED AT THE LOCATION SHOWN ON PLANS. Ea EQ Ea 2. DETAIL DEPICTS DESIGN INTENT ONLY AND DOES NOT IMPLY 4" O.C. ANY DEGREE OF STRUCTURAL ENGINEERING. PICKET SPACING 2" SO TOP RAIL 3. CONTRACTOR SHALL PROVDE ARCNITECTIIRAV ENGINEERING 3" SO. POST ; �� _ _ DRAWINGS AS RELMURED TO OBTAIN BUILDING PERMITS FROM THE CITY. SAD DRAWING SHALL BE SIGNED AND SEALED BY a -- AN ARCHITECT/ ENGINEER REGISTERED N TI$ STATE OF FLORIDA. R ELEVATION 1/2" SQ METAL PICKETS 0 4" O.G. SPACING 2" BOTTOM RAIL 1' CORE DRILL AND EPDXY, SET POST _..._. ISA. IN WALL PROVIDE ESCUTCI -EON PLATES NOTES I. WELD ALL JOINTS AND GRIND SMOOTH 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP FOR APPROVAL PRIOR TO FABRICATION GUARDRAIL O SCALE: 1/Y NOTES: I. DETAIL DEPICTS DESIGN INTENT ONLY AND DOES NOT IMPLY ANY DEGREE OF STRUCTURAL ENGINEERING. 2. BANNER POLE MANUFACTURER TO PROVIDE STRUCTURAL DRAWINGS FOR BANNER POLES AND FOUNDATIONS, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORDA. B. BANNER POLES SHALL BE ABLE TO SUPPORT A 3' NIGH BY 55' LONG BANNER, TO BE SUPPLED BY THE CITY. 6 6ANNER PULL =n HS`.Og SCALE: NrS 4 TACTILE WARNING PAVERS HM SCALE: NTS 7 6 5 4 3 CONSTRICT NEW BRICK FACADE FOR TOWER BRICK AND COURSING TO MATCH EXISTING EXISTING WALL/PLANTER TO BE DEMOLSHED J L1 _ I I CONSTPo.IGT NEW FOUNDATION FOR TOWER :..... .... ..... ..... .._ I{ ... ..} SEE ELECTRICAL DRAWINGS FOR SERVICE ELEVATION I DEMOLISH BLOCK WALL I I I I DEMOLISH BRICK PLANTER WALL I I I I I I I I I I I I I I TOWER TO BE MOVED AND OR RECONSTRUCTED I I I I I I I I I I PLAN 5 CLOCK TOWER HSa SCALE: NTS 2 1 AMCOM AECOM TECHNICAL SERVI CES, INC. 150 North Orange Avenue, S"i[e 200 Orlando, FL 32801 7 8 4043 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS SHOWN SHEETTITLE HARDSCAPE DETAILS AND FINISH SCHEDULE SHEET NUMBER HS -08 SHEET B OF B 2111 A—. TECHNICAL � 8 8 X G R F E D C B A a £.Q a'g �s 6� 7 6 5 4 3 2 1 7 6 5 4 3 FINISH SCHEDULE SYM ITEM SPECIFICATIONS BOLLARD - 30" x 10" DIA FIXED PROTECTION BOLLARD, BELOW GRADE ASSEMBLY - CRASH RATMCa� ASTM -M50 IK� 15,000 LBS 950 MPH A -BLACK POWDER COAT FINISH TO COMPLY WITH NAAMN MFN - CCNCRETE� 3,C00 PSI PER ACI305R (HOT WEATHER) HAND RAIL -METAL PICKET HANDRAIL -BLACK POWDER COAT B - MELDED JOINTS - DIRECT BURIAL, CORE DRILL INSTALLATION TACTILE WARNING - Z %e' x 4" x 8" TRUNCATED DOME INTERLOCKING CONCRETE PAVER C PAVERS - 8,000 PSI INTEGRAL COLOR PER ASTM C -979 O - 5A, AVERAGE WATER ABSORPTIDµ 7% MAX PER ASTM C -la CONTRASTING COLOR CAST STONE - PORTLAND CEMENT ASTM -60, MM. STRENGTH 5,000 PSI 9 ZS DAYS D O ELEMENTS - INTEGRAL COLOR, SHALL BE PURE MINERAL OXIDE, LINE -PROF d NON -FADMG - AGGREGATE FOR CONCRETE SHALL CONFORM TO ASTM C -33 WITH MAX SIZE - COLOR TO MATCH EXISTING FOUNTAIN WALL COPMG CROSSWALK PAVERS - 3Ye" z 4" x 8" INTERLOCKING CONCRETE PAVER E O - 8,000 PSI, INTEGRAL COLOR PER ASTM CJ79 - 5R, AVERAGE WATER ABSORPTION 7%. MAX PER ASTM C -14 - COLOR TO BE SELECTED BY Cltt O PEDESTRIAN PAVERS - Z %" x 4" x 8" INTERLOCKING CONCRETE PAVER - 8,000 PSI, INTEGRAL COLOR PER ASTM C Jig - 5X, AVERAGE WATER ABSORPTION 7 9 MAX PER ASTM C -la - COLOR TO BE SELECTED BY Cltt BANNER POLE -SPUN CONCRETE MATERIAL, S,D� PSI 5T 23 DAYS, ASTM C -EO O ETCHED BLACK WITH GRANITE APPEARANCE - DIRECT BURIAL ASSEhBLY - MEET AASHTO -LTS 1001 - LOADINGS FOR HIGHWAY 8 SPORTS LIGHTING POLES SYNTHETIC TURF -SHALL BE ANTI- MCROBIAL MATERIAL O RECYCLED PLASTIC, MULTI - LAYERED BACKING - ANTI - STATIC MATERIAL - ASTM p92 SAFETY RATED NOTE CONTRACTOR MST SUBMIT SAMPLES AND /OR OBTAIN SHOP DRAWNG APPROVAL FOR ALL FINISH �HEGILE ITEMS. 2 1 A=COM AEWMTECHNICAL SERVICES INC. 150 NOnno-9aAva..a S,IlaLOo Orlando, FL 32801 407 843 6552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 327 08 CONSULTANTS REGISTRATION WFYS-I4-I1. I:� PROJECT NUMBER 60306977 PROJECT MANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW AS SHOWN SHEET TITLE HARDSCAPE DETAILS AND FINISH SCHEDULE SHEET NUMBER HS -092111 AECI. TECHNICAL � SHEET B OF B B °a F m 3 �a a ; I ]■ :l■ 4 a R R 8 Y 6 lO2 � ............� 7 6 5 4 `s O 0 ,AG 5 4 3 I 3' WIDE SOD (TO MATCH EXISTINCs TYPE) ADJACENT TO ALL IMPROVEMENTS WITHIN R.O.W. 0 �a LP ` 3 /I 1 1 A=COM AEN .TEA NICALS RVIA S, INC. 150 North Orange Avenue, Sui[e 200 O I ,do, FL 32801 7 8 4043 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTERS RINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-31- I PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEETTITLE LANDSCAPE PLAN SHEET NUMBER LS -01 SHEET 1 OF S 2111 AECI. TECHNICAL � B °a F DI 7 OHO 6 5 4 3 2 1 :r S TA T ROAD 4 3 4 SOD AS RELMIIRED Av, SOD AS RELUkED -. loolloolloom NINON O1 1 7 6 5 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407 843 0552 [el EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-31- I PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW M 0 FT 10 20 NOM SHEETTITLE LANDSCAPE PLAN SHEET NUMBER LS -02 SHEET 2 OF 5 2111 AECI. TECHNICAL E °a F m 3 �a a ; �i F ®O 7 6 5 4 3 2 1 O � O VU 3 4 a R 8 Y 7 6 5 4 3 STATE ROAD 434 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407 843 0552 [el EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION W&RI-14-11.1:� PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW M 0 FT 10 20 NOM SHEETTITLE LANDSCAPE PLAN SHEET NUMBER LS -03 SHEET 3 OF 5 2111 AECI. TECHNICAL E °a F m 3 �a a ; �i F 7 6 5 4 3 2 1 \' /� \ —1 1 STATE ROAD 434 4 a R 8 Y 7 6 5 4 3 2 1 q) A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, SHIA 200 Orlando, FL 32801 407 843 0552 [el EC_ PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION M&RI-14-11.1:� PROJECTNUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW M 0 FT 10 20 NOM SHEETTITLE LANDSCAPE PLAN SHEET NUMBER LS -04 SHEET Q OF 5 2111 AECI. TECHNICAL E S A °a F m 3 �a a ; �i F 7 31 4 a R 8 Y 7 6 5 4 3 2 1 NOTE THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF SHRUBS AS SHOWN M THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR O.C. SPACI PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL MIN, SETBACK NOTE IS" MIN. SETBACK FOR SHRUBS V. MIN. SETBACK FOR GROUNDCOVERS MIN. SETBACK rl-'� PLANT SPACING DETAIL SCALE: NI NOTE WHEN GROUNDCOVER AND SHRUBS ARE USED IN MASS, PREPARE ENTIRE BED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL AS SPECIFIED. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION, MI.ILCH 3" MIN. (TYP) SOIL BERM TO HOLD WATER, 6" (TYP) FINISH GRADE, SEE GRADING PLMJT LIST PLAN NOTES: SHRUBS & GROUNDCOVERS SOIL 1. ALL LANDSCAPE SHALL COMPLY WITH CITY OF WINTER SPRINGS LANDSCAPE CODES SYM QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS SPACING. USE TRIANGULAR SPACING AG /I 14 Arachis olabrata Perennial Peanut I GAL 18" D.G. FOR ALL 514RUBS AND BF /I 288 Bulbire rrutescens Yellolu Bulbire I GAL IS x IS IS" O.C. GRCLMDCOVER. SEE PLANT -III = =III — LIST FOR O.C. SPACING. DT /1 277 Diar lla tasmanica 'Varieoata' Flax Lily 1961 la" O.G. ICEI 239 Ilex cornuta $urordii Nara' Dwart BurO d Holly 7981 36" O.C. LCW/3 677 Loropetalum chin Chinese Witch WI 3981 36" O.C. THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR LEG/I 281 Liriope ruscari 'Super Blue' Super Blue Lily_t'F I gal: 12" ht.: 5 -7 ppp 18" O.C. MCP /3 21S7 Muhlenbergia capillaris Muhly Grass 3981 24" O.C. AND COMMENCEMENT OF WORK. RX /P 140 Rosa 'Meiygili', PP 018542 Peach D-irt Rose 3981 36" O.C. SPG/I 698 81artina Patens Dw r Cord Grass I gal IS" O.G. CURB/EDGE OF PAVEMENT/ SPS /I 504 Muhlerk -eia cApillwi. Muhly Grass 3 gal 24" O.G. PLANTING BED LINE ZFC /3 269 Zamia pumila Coontie 3 981: 10 " -12" spd. la" O.C. CH I Ghamaerops humilis European Fan Palm 7 coal. 30 " -30" spd. As Shown CA 5 Crirum americarum Red Crirum Lily 7 gal: 30"-30" spd. As Shown SOD & MULCH SYM QTY BOTANICAL NAME COMMON NAME SPECIFICATIONS ZJ 6,515 SF Zoysia japonica 'Erpie' Zoysia Errpire Solid Sod 5 x 18" MUleh Pine Bark Mini N -99sts I MI.ILCH 3" MIN. (TYP) SOIL BERM TO HOLD WATER, 6" (TYP) FINISH GRADE, SEE GRADING 7 6 5 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, Sui[e 200 Orlando, FL 32801 407 843 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW ASSHOWN SHEETTITLE LANDSCAPE DETAILS & PLANT LIST SHEET NUMBER LS -05 SHEET 5 OF G 2111 AECI. TECHNICAL � PLAN NOTES: SOIL 1. ALL LANDSCAPE SHALL COMPLY WITH CITY OF WINTER SPRINGS LANDSCAPE CODES III III III — UNDISTURBED 2. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. CONTAINER SIZE III -III„ JI III = —___ III =III= III —III III III III —I SHALL BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. =III - -III = =III — 12" MR DEPTH OF PLAN TNG SOIL 3. CERTAIN BEDS ARE DESIGNED WITH MULTIPLE SPECIES. FINAL COMBINATION WITHIN BEDS AND PLACEMENT OF PLANTS MUST BE APPROVED BY LANDSCAPE ARCHITECT. FOR GROUNDCGJER BED. 4. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR PREPARE PLANTING SOIL THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR 6" 6" AS SPECIFIED. DISCREPANCIES ALL QUANTITIES BASED ON SPECIFIED SPACING AND SHALL REPORT ANY DISCREPANCIES TO THE OWNER FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. 5. REMOVE SURVEY STAKES, SILT FENCE, TREE TAGGING, AND OTHER RELATED ITEMS AFTER OWNER'S FINAL ACCEPTANCE OF THE PARKS AND BUFFERS SHRUB & GROUNDCOVER DETAIL SCALE: N.T.S. 7 6 5 4 3 2 1 A=COM AECOMTECHNI CAL SERVICES, INC. 150 North Orange Avenue, Sui[e 200 Orlando, FL 32801 407 843 0552 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS REGISTRATION PROJECT NUMBER 60306977 PROJECTMANAGER HBP DRAWN BY HBP CHECKED BY TJM DRAWING SCALE AND NORTH ARROW ASSHOWN SHEETTITLE LANDSCAPE DETAILS & PLANT LIST SHEET NUMBER LS -05 SHEET 5 OF G 2111 AECI. TECHNICAL � 7 6 5 4 3 7 6 5 4 3 2 2 t 1 1 AAECOM AECONI TECHNICAL SERVICE'S, INC. 11C Norm Or, `ae Avenue. Suite 20U Od,,,d,FL 32801 4e1 843 6a "5 -tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER GNIA DRAWN BY TMT CHECKED BY DDA DRAV41NG SCALE AND NORTH ARROW D FT 10 2D North SHEET TITLE ELECTRICAL PLAN SHEET NUMBER SHEET 1 OF 7 6 5 4 3 1% F o � 9c T o o � YD 0 0 O of N v n 2 o Io S V Ii� PER� z % / YDIN TE' UI ,7 y, oVN rric ur �tEro�Ar>�Par SITE BENCHMARK SET N &D STAMPEI 'SSMC TRAY. PT.' N= 1586395.89 E= 572203.45 ELEV =41.12 2 1 G O DUNE ENERGY CGNTACT NT TI NIE OF oT�,p N DESIGN. ,STEFANO CARNIO, (4071359-4479 o STEFANO.CARNIO(LDDUKE- ENERGY.C;OM W'A'G N Z F �c) COO DINATE WITH D- N RG j FOR - - LOCATION L N POLEA DFIY.TURE. P. E RELOC =A:ED POLE. \ Ic EE NEW EQUI F ®A. L FOR RELOCATED ELECTRICAL 1TM L� 'rN" EQUIPMEN D VEriIFY FINAL LOCATI `N WITH CITY. CONTRACT 'H LI FI �LD VERIFY EXI TING SERVICE PARCEL: /(26- 20- 30- 5AR- OA00 -008A SIZE AN - TA D RELOCATE ALL EQUIPMENT, ADDRESS: 1200 E. SR 434 EX D ALL CIR UITS TO NEW LOCATION. DR MITCHELLS SURVEY OF THE LEVY GRANT "MCDONALDS RESTAURANT" ELECT RISE COORDI ATE WITH DU Y T APPARENT RIGHT OF WAY LINE FOR REL CATION D (PER RIGHT OF WAY MAP SECTION 77070 -2516) TRANSFO VIER. RE -FEE ETE 2ANDELEC IC.ALDISTRIR. 11 7 6 5 4 3 2 1 JAECOM AECONI TECHNICAL SERVICE'S, INC. tEC Nor!n Orange Avenue. Sul!e 2UU odantlo, FL 32801 4,7S4 PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTEa SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER 5h'IA DRAWN BY TMT CHECKED BY DDA DRAV41NG SCALE AND NORTH ARROW OFT 10 2D NI SHEET TITLE ELECTRICAL PLAN SHEET NUMBER SHEET 2 OF 5 2 m 0 E EO N 3 I o WINTER SPRINGS TOWN CENTER - A REPLAT o PR 69 PAGES 96 -98 I I I 8 FINISI4,` FLOOR =45.26 2 2 STORY BUILDING 1204 # #1206 #/ 208 RE L TF u#I I C OMEN L © I C NEC E EL LO R I O� 22 2 23 O EXIST. EL �,SER,VICE. 'iIGNT O OF WAY SITE BENCHMARK SET N &D STAMPEI 'SSMC TRAY. PT.' N= 1586395.89 E= 572203.45 ELEV =41.12 2 1 G O DUNE ENERGY CGNTACT NT TI NIE OF oT�,p N DESIGN. ,STEFANO CARNIO, (4071359-4479 o STEFANO.CARNIO(LDDUKE- ENERGY.C;OM W'A'G N Z F �c) COO DINATE WITH D- N RG j FOR - - LOCATION L N POLEA DFIY.TURE. P. E RELOC =A:ED POLE. \ Ic EE NEW EQUI F ®A. L FOR RELOCATED ELECTRICAL 1TM L� 'rN" EQUIPMEN D VEriIFY FINAL LOCATI `N WITH CITY. CONTRACT 'H LI FI �LD VERIFY EXI TING SERVICE PARCEL: /(26- 20- 30- 5AR- OA00 -008A SIZE AN - TA D RELOCATE ALL EQUIPMENT, ADDRESS: 1200 E. SR 434 EX D ALL CIR UITS TO NEW LOCATION. DR MITCHELLS SURVEY OF THE LEVY GRANT "MCDONALDS RESTAURANT" ELECT RISE COORDI ATE WITH DU Y T APPARENT RIGHT OF WAY LINE FOR REL CATION D (PER RIGHT OF WAY MAP SECTION 77070 -2516) TRANSFO VIER. RE -FEE ETE 2ANDELEC IC.ALDISTRIR. 11 7 6 5 4 3 2 1 JAECOM AECONI TECHNICAL SERVICE'S, INC. tEC Nor!n Orange Avenue. Sul!e 2UU odantlo, FL 32801 4,7S4 PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTEa SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER 5h'IA DRAWN BY TMT CHECKED BY DDA DRAV41NG SCALE AND NORTH ARROW OFT 10 2D NI SHEET TITLE ELECTRICAL PLAN SHEET NUMBER SHEET 2 OF 5 7 6 5 4 3 2 1 JAECOM AECONI TECHNICAL SERVICE'S, INC. tEC Nor!n Orange Avenue. Sul!e 2UU odantlo, FL 32801 4,7S4 PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTEa SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER 5h'IA DRAWN BY TMT CHECKED BY DDA DRAV41NG SCALE AND NORTH ARROW OFT 10 2D NI SHEET TITLE ELECTRICAL PLAN SHEET NUMBER SHEET 2 OF 5 7 6 5 4 3 PARKING LOT /�❑ Lc 6 7 11 �% PLAN KEY NOTES:fl 1. CONTRACTOR SHALL REMOVE EXISTING POLE FIXTURE IN PREPER.ATION OF SIDEWALK GRADE MODIFICATIONS. REPLACE CONCRETE POLE BASE WITH NEW POLE ANCHOR BOLTS OR OTHERWISE RAISE, LOWER, OR GROUT INFILL POLL BASE FOR A CLEAN AND UNIFORM APPERANCE. ®® 7 6 5 4 3 2 2 STORY BUILDING FINISH FLOOR-45.63 n a2 8a 92 #1196 20 STATE ROAD 434 (RAW WIDTH VARIES) 2 1 WINTER SPRINGS TOWN CENTER - A REPLAT PB 69 PAGES 96 -98 2 STORY BUILDING 204 2 STORY BUILDING ADDRESS: #1172 ADDRESS: #1177 FINISH FLOOR-46.50 FINISH FLOOR-46.35 21 ❑ 7 V CONTRACTOR 5HALLRELOC 18 LIGHTING PQ:-E AND FIXTURE. CONTRACTOR SHALL RELOCATF CLOC RE -FEED RELOCATED POLE. SAME CIRCUITS, #8 AWGC S) SITE BENCHMARK 7 6 5 4 3 2 2 STORY BUILDING FINISH FLOOR-45.63 n a2 8a 92 #1196 20 STATE ROAD 434 (RAW WIDTH VARIES) 2 1 1 AAECOM AECONI TECHNICAL SERVICE'S, INC. 150 Norm Or, `ae Avenue. Suite 20U Cd,,,d,FL 32801 401 843 6a "5 -tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER BDIA DRAWN BY TMT CHECKED BY DDA DRAV41NG SCALE AND NORTH ARROW OFT 10 2D N«m SHEET TITLE ELECTRICAL PLAN SHEET NUMBER SHEET 3 - 5 FINISH; FLOOR -45.26 204 21 uu7k PER -4T OF WAY I S) SITE BENCHMARK SET N &D STAMPED "SSMC TRAY. PT." N- 1586413.39 E= 571853.02 A -44.55 PLAN K 1. CONTRACT OF SIDEWAL WITH NEW P GROUT INFI 1 AAECOM AECONI TECHNICAL SERVICE'S, INC. 150 Norm Or, `ae Avenue. Suite 20U Cd,,,d,FL 32801 401 843 6a "5 -tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER BDIA DRAWN BY TMT CHECKED BY DDA DRAV41NG SCALE AND NORTH ARROW OFT 10 2D N«m SHEET TITLE ELECTRICAL PLAN SHEET NUMBER SHEET 3 - 5 7 6 5 4 3 WINTER SPRINGS TOWN CENTER — A REPLAT PB 69 PAGES 96 -98 2 STORY BUILDING PURL IX" FINISH FLOOR-47.8S f/1160 O1 14 D _ SLI C T SIAMPI PLAN KEY NOTES: (D d 'SSMC RAV PT. N= )587043.13 1. CONTRACTOR SHALL REMOVE EXISTING POLE FIXTURE IN PREPERATION EL42921 EEV -46.64 EV = OF SIDEWALK GRADE MODIFICATIONS. REPLACE CONCRETE POLE BASE WITH NEW POLE ANCHOR BOLTS OR OTHERWISE RAISE, LOWER, OR GROUT INFILL POLE BASE FOR A CLEAN AND UNIFORM APPERANCE. STATE ROAD 434 (RAW WIDTH VARIES) 2 1 �D 00 m� --------------------- " �'Sl— CONTRACTOROR SHALL\ A0 15 LIGHTING POLE AND FIXTURE 1 RF -FEED RELOCATED POLE. o� cWii � W 2 STORY BUILDING FINISH FLOOR =47.85 J/1138 #11 q2 FINISH FLOOR-47.82 #1132 //1146 12 WINTER SPRINGS TOWN CENTER — A REPLAT PB 69 PAGES 96 -98 2 STORY BUILDING PURL IX" FINISH FLOOR-47.8S f/1160 O1 14 D _ SLI C T SIAMPI PLAN KEY NOTES: (D d 'SSMC RAV PT. N= )587043.13 1. CONTRACTOR SHALL REMOVE EXISTING POLE FIXTURE IN PREPERATION EL42921 EEV -46.64 EV = OF SIDEWALK GRADE MODIFICATIONS. REPLACE CONCRETE POLE BASE WITH NEW POLE ANCHOR BOLTS OR OTHERWISE RAISE, LOWER, OR GROUT INFILL POLE BASE FOR A CLEAN AND UNIFORM APPERANCE. STATE ROAD 434 (RAW WIDTH VARIES) 2 1 7 6 5 4 3 2 1 Mc A I OM AECONI TECHNICAL SERVICE'S, INC. 15C Norm Ora `ae Avenue. Suite 11U odantlo. FL 32801 4e1 843 6a "5 -tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTFIR SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER G6'IA DRAWN BY TMT CHECKED BY SEA DRAV41NG SCALE AND NORTH ARROW _ OFT 10 2D N«m SHEET TITLE ELECTRICAL PLAN SHEET NUMBER ElA SHEET 4 OF 5 --------------------- " �'Sl— CONTRACTOROR SHALL\ 15 LIGHTING POLE AND FIXTURE 1 RF -FEED RELOCATED POLE. 7 6 5 4 3 2 1 Mc A I OM AECONI TECHNICAL SERVICE'S, INC. 15C Norm Ora `ae Avenue. Suite 11U odantlo. FL 32801 4e1 843 6a "5 -tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTFIR SPRINGS. FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32108 CONSULTANTS i Y REGISTRATION ISSUED FOR: PROJECT NUMBER 73157160306977 PROJECT MANAGER G6'IA DRAWN BY TMT CHECKED BY SEA DRAV41NG SCALE AND NORTH ARROW _ OFT 10 2D N«m SHEET TITLE ELECTRICAL PLAN SHEET NUMBER ElA SHEET 4 OF 5 F M 0 C IN I � o s R A s B 5� 7 6 5 4 3 PROVIDE 1l2" RIGID NON - METALLIC %— CONDUIT FOR PHYSICAL PROTECTION OF GROUNDING ELECTRODE IN COMPL',ANCE 1111TH NEC 250.64(B) S17E AS SHOWN ON DIAGRAMS NOTE: SERVICE GND. PER N.E.C. AND SPECIFICATIONS. P"',—(2)3/4"OX 1 O'L COPPER --U, D GROUND RODS SPACED MIN. 10' -0" APART GROUNDING DETAIL NiO SCALE 7 6 5 ELECTRICAL WALL DETAIL NO SEAL F 4 3 2 2 1 ELECTRICAL SYMBOL LEGEND: (NOTE: NOT ALL SYMBOLS SH04 N JN LEGEND ARE NECESSARILY USED ON FLOOR PLANS'I SYMBOL RELOCATE EXISTING ELECT RICAL PROJECT MANAGER EMERGENCY LIGHT FIXTURE CN EQUIPMENT. MOUNT ON NEVI WALL, el FLOOD LIGHT FDCIURE Om® AND RE- CIRCUIT ALL FEEDERS AND SITE LIGHT FIXTURE BRANCH CIRCUITS. SWARD OR PENDWT LIGHT FIVURE CEILING FAN $ SW'TICH $2 SWITCH, 2 POLE . N KLED TOP COXaE $y SWITCH, 4-NIAY $T SWITCH -TIMER $F SWITCH FAN11GHT $13 FM ER'i10E NGG TAI ON WALL ISCGNNE T I - Al AM OF ATT . 1:F RIETER RECEPTA LFSAND 0 ALL P ON EI (� ELECTRICAL PH07OCE' LS O S OF MALL ONLY. TC PANEL s' -D., I e' TI�, IEGLOCY.S, al � S III C NTACTORS. IIIIIIII 12NOULIN OR 12C240V PANELGOARD C NTROLLERS m FlI TO BY PROVIDE E 1/2' RIGID NON METALLI CONDUIT FOR PHYSICAL PROTECTIONI.v OF CUROUNDING ELECTRODE IN COMPLIANCE'NITH NEC 250.64(8) LIS11115414 OF IDA.L. MAY YAiii 0911 TO f3E tffiT III — � III III I I I I I 1111 11= II I -I II I l I — 111 — "' II , IiII It F07 z' ll UV 6 *' Or— I— I II II I = I II II I I II= I I 7 6 5 ELECTRICAL WALL DETAIL NO SEAL F 4 3 2 2 1 ELECTRICAL SYMBOL LEGEND: (NOTE: NOT ALL SYMBOLS SH04 N JN LEGEND ARE NECESSARILY USED ON FLOOR PLANS'I SYMBOL DESCRIPTION PROJECT MANAGER EMERGENCY LIGHT FIXTURE CN WALL MOJNTEO FIXTURE el FLOOD LIGHT FDCIURE Om® SITE LIGHT FIXTURE SITE LIGHT FIXTURE POST TOP SITE LMd{TING FIXTURE SWARD OR PENDWT LIGHT FIVURE CEILING FAN $ SW'TICH $2 SWITCH, 2 POLE SWITCH,3-VVAY $y SWITCH, 4-NIAY $T SWITCH -TIMER $F SWITCH FAN11GHT $13 SWITCH - DIMMER DUPLEX RECEPTACLE SPECIA'' PURPOSE RECE? Ii:C:_E DUPLEX RECEPTACLE GROUND FAULT FLOOR MOUNTED RECEPTACLE 1:F DISCONNECT SWITCH 0 MOTOR STARTER EI ST.ARTERIDISCDNNECT SWITCH O JUNCTION FOX TC T ",MECLOCK PULL BOX MOTOR ® TELEPHONE TERMINAL BOARD III 2(71490V PANELGOARD IIIIIIII 12NOULIN OR 12C240V PANELGOARD ELECTRICAL GENERAL NOTES A. GENERAL PROMS ",ON: GENERAL° PROVIDE AL 1. LABOR. MATERIAL AND EQUIPMENT FORA COMPILE I L AND PROPERLY OPERATING ELECTRICAL SYSTEM. 2. CODES AND STANDARDS: CONFORM TO THE REQUIREMENT OF ALL GOVERNING CODES AND STANDARDS, INCLUDING NATIONAL ELECTRICAL CODE (2008 EDITION). 3. VISIT THE SITE OF PROPOSED PROJECT TO BECOME FAMILIAR WITH THE WORK CONDITIONS AND NATURE OF WORK, PRIOR TO SUBMITlLF,G BIDS. NOTIFY ENGINEER OF DISCREPANCIES OR OMISSIONS FOR INTERPRETATION OR DECISION AND SUCH DECISION.SIi.ALL BE FINAL. B. BASIC MATERIALS AND METI ICES: 1. CONDUIT - EXTERIOR BELO''N GRADE: SCHEDULE 40 PVC: EX I PRIOR EXPOSED: SCHEEL : -L 40 RGS. 2, LIGHT POLES - LIGHT POLES SHALL WITHSTAND WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 1609, LATES T EDITION. THE POLE SHALL BE NON - CONDUCTIVE. NON - CORROSIVE, AND SHALL BE ABLE TO CARRY A. NIINIMUTA 6WFIGHT OF 100 POUNDS AT ITS TOP. INSTALLATION SIi.ALL BF DONE BY DIRECT BURIAL. THE POLE MATERIAL SHALL MEET THE FOLLOWING ASTM STANDARDS: 0635. A'153. A356, A319, A307, WIRE - COPPER, I PHNITHWN DUAL RATED. 4. 'WIRING. DEVICES - SPECIFICATION GRADE DEVICES AND PLATES WITH IVORY FINISH. EXCEPT MATCH PANELED WALL NII I H DEVICES AND PLATES OF SIMILAR COLOR. 5. RECEPTACLES: 2C . AMPS, 120V, 2 POL E, 3 VVIRE, GROUNDING TYPE OR ISOLATED GROUND TYPE AS SHOWN ON DRAWINGS. 6. SWITCHES: 20 AMPS, 1201277 \ /. C. LIGHTING FIX] URES: 1. FURN ",SIi LIGHTING FIXTURES AS REQUIRED BY OWNER AND AS INDICAI ED ON DRAWINGS. 2. FURNISH ALL NECESSARY MOUN T ING HARDVI?A.RE AND LAMPS. 3. ALL RECESSED INCANDESCENT FIXTURES SHALL SATISFY THE REQUIREMENTS OF N.L.C. 41C- 65(2), 2005 EDITION. D ' PAN ELS: 1, A "_L PANELS SHALL BE U.L. RATED AND OF THE SAME MANUFACTURER.. 2. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. 3. PANELS SHALL HAVE FULL S17F NEUTRAL BUS AND 112 SIZE GROUND BUS. F. GROUNDING. 1, PROVIDE CON] INUOUS GROUNDING SYSTEM IN ACCORDANCE \WITH N.E.C. SECT ION 250. 2. AS INDCATED. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS F IF THIROIJCH ERRORS OR OMISSIONS THE INTENT OF ARCHITECT ENGINFFR 'KITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION SUCH MIA.TTERS WIF -L BE BROUGHT IO THE ATTENTION OF THE ARC HITEG T; ENGINEER IN WRITING BEFORE 1 HE SUBMISSION OF BIDS, A.ND THE AR Ii I TECT FNf INFER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING 0 FERYI /1SE NO EXTRA CHAR13L''IL I RE ALLOWED FOR THE WORK JR MAI L RIAL WHICH THE ARCHITECT ENGINEER VVILL REQUIRE, PROVIDED 1 HAT IT COPIES WITHIN A REASONABI F INTERPRETATION OF ]HE DRAWINGS AND SPECIFICATIONS. G T IE PLANS AND SPECIFICATIONS ARE IN T ENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE G. PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOD +N BUT NECESSARY FOR THE COMPILE] ION OF THE INSTALLA.TICN, SHALL BL FURNISHED .AND INSTAL..ED BY TF-I _ CONTRACTOR. THIS CONTRACTOR SHAL_ THOROUGHLY ACQUAIN T HIMSELF WITH THE MECHANICAL ARCH',TECTU RAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMII I ING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLO'AlEO DUE 1 O THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF 'NI I THE PLANS, H. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RE[ IABLE DATA AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED, HOWEVER, AND IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DETERMINE 1 HE LOCATION. CHARACTER AND DEPTH OF EXNSITNG UTILITIES. 1 AAECOM AECONI TECHNICAL SERVICE'S, INC- 15C Noah Orange Avenu, Suite 20C W,,&., FL 32601 4C7 S43 6a "5 to PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS. FLORIDA City of Winter Springs WINTER SPRINGS, FLORIDA 32 MS CONSULTANTS i Y REGISTRATION 1111M I PROJECT NUMBER 73157160306977 PROJECT MANAGER B61IA DRAWN BY TMT CHECKED BY DDA DRAV41NG SCALE AND NORTH ARROW SHEET 5 OF E isill C B I 3 C� S A r � E3 37 I ss 7 6 5 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO IRRIGATION SHOWN ON THIS PAGE a O 3 2 7 6 5 4 rT o� �2 �Q 'Cl 2 1 I A=COM AECOM TECHNICAL SERVICES, INC 150 Nohh Orange Avenue, SHH, 200 Orlando, FL 32801 4078436 55 2 to PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS PSI Pre vost Stamper Incorporated ,honA DOE) 111 1001 1, REGISTRATION ISSUED FOR PROJECT NUMBER 60306977 PROJECT MANAGER DRAWN BY PSI CHECKED BY MLP DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE IRRIGATION PLAN SHEET NUMBER I R -01 SHEET 1 OF 5 2111 AECI. TECHNICAL EERVICEE INC F E Isill C B I y� C6 S A r � G E 6 37 If ss 7 6 ALONG THE FACE OF THE CURB. U 3/4" R B REMOVE AND CAP THE EXISTING C IRRIGATION HEADS AND LATERAL 3 LINES IN THE EXISTING PARKING LOT }/ ISLANDS.° }/q 4 "GLV. 25VAIN v _— _ - -_ - -- 2••SLV R 1. R 3/4 P N 3N' R R J 3/1 J H M' A C 5 Od u 31C n v v 3/4" v v 3 /q" 4 3 2 ❑ v V PRESER E THE EXISTING v :V MAINLINE THAT RUNS THROUGH THE TREE PLANTERS V V Z- v v r 1.s° Cn� A C C v v 3/4 ": 3 /q• A 3 C r M M 3/4.. 3/4- 3 O 3/4" F 3/4 C 3/4. R C i F R 1s M ABANDON ® VALLVENG 3/7" C F n }N 1.5' 1" 3N M 5D9Pm D1 A 3/4" A SHRUB,.. 1.5 C 15 % F A 15 6 STATION ELECTRIC IRRIGATIDN CONTROLLER WITH RAIN SWITCH. RAIN TO A J STIR CTURE. CLEAR SWITCH OF ANY OVERHEAD OBSTR CTONS.ARY / 1" 15 ". D J 1 2 B VERFY MOUNT LOCATIONS N THE FIELD. A 1'. C 3/4" 2' I" 1/4° 12DVAC. 3 AMP. ELECTRC POWER SUPPLY PROMDED BY 15" THE BUILDING ELECTRICAL CONTRACTOR. PROVIDE 1 r A 3/4 Q 3/4" GRDUNDING PER DETAIL AND MANUFACTURER'S EXISTING A 25" 4••sLV. J G RECOMMENDATIONS. —ICE BOX B A 'g M® 2" REDUCED PRESSURE ZONE BACKFLOW 3/4` PREVENTER BY IRRIGATION INSTALLER PER 3/4 29 �ti LOCAL CODES CONCEAL IN SHRUB AREA. RELCATE THE EXISTING 3/4 M 3/ <' D G !�N' 2<C Q M 3/4• VERIFY LDCATON IN THE FIELD CONTROLLER TOTE NEW M A G 3/4° LOCATION. 25 G )') B • M 3/4 :......� ICI: �iY` 4 ABANDON 42-SLV G 3/4 1 s^ 1. " M Mai R M: 3/q, { Y ' � • A A VALVE 9111 � ap _ 1 � i 3/4 3/4 3A 3/ 3/4" ` A ❑ 3/h '.25 °MPI .a v. 1° Ci 15 314" G A 1' 2 "SLV. IR G ECT TO T E T G 2 IR ®... 3 RIGATION WATER METER AND -- - -- V RUN A NEW Z SUPPLY LINE TO .5" TJ' V 1.5 V v V 1.5' V ,. 1 3/4" V 3/4. u THE NEW RPZ CATION. PREVENTER LOCATION. \ 4D9Pm /-0-4\A 19Pm D3 A 279Pm 02 A SHRUB 1.5" S ADJUST THE EXISTING IRRGATIDN IN THE TIPS OF THE MEDIAN ISLANDS TO MATCH THE NEW CURB :. ALIGNMENTS. • :. ADJUST THE EXISTING IRRIGATION IN THE TIPS DF THE MEDIAN ISLANDS TO MATCH THE NEW CURB AL GNMENTS. O II�11111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 7 6 5 4 01 2 1 J 1 A=COM AECOM TECHNICAL SERVICES, INC 150 Nohh Orange Avenue, SHH, 200 Orlando, FL 32801 4078436 55 2 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS PSI Prevost Stamper Incorporated REGISTRATION ISSUED FOR PROJECT NUMBER 60306977 PROJECT MANAGER DRAWN BY PSI CHECKED BY MLP DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE IRRIGATION PLAN SHEET NUMBER SHEET 2 OF 5 2111 AECI. TECHNICAL —1— INC 7 6 5 4 3 2 1 ®�O OHO p / PRESERVE THE EXISTING MAINLINE THAT RUNS ?' FROM THE TOWN CENTER EL TO THE PARKING L LOT ISLANDS. Z_ Imo — PRESERVE THE EXISTING MAINLINE THAT RUNS TO THE PARKING LOT ISLANDS. REMOVE THE EXISTING CONTROL VALVE. CAP THE EXISTING SERVICE TEE PRESERVE THE EXISTING MAINLINE THAT RUNS ALONG THE FACE OF THE : w p 1111 e - -- •. H REMOVE AND CAP THE EXISTING IRRIGATION HEADS AND LATERAL LINES IN THE EXISTING PARKING LOT ISLANDS : : : REMOVE AND CAP THE EXISTING IRRIGAT DN HEA05 AND LATERAL : ➢. LINES IN THE EXISTING PARKING LOT ISLANDS. 3/4• 3/4 N +" R R OR R 15" S 3/4 R V R R R R R R R R R 3(a R R R R J. �"' 3/4 R R R H J R V 3 /4° R R 3/0. ? R R R 3/+ R R I. R R 1 R R I R R i R 15 R R 1s° R R 15° I" R R I R =1 R R 1" R 3(q V R 1.5 MAIN -- :- ----- — �..: - - -�-- —. ��---..---. ---- .--------- - - -"�. YY— -�� — —. - - -2:5 MAIN 25"NAIN —---- ---------------- J3(+' 25 "NAM 3(+" 2.5 °MAIN - - - - - -- �.�--- .., V - .— .�---- 1111.. 3 /q• 2.5 MAIN .�— - Q "�-- y 2.5 MAIf� / +» �'r 25 MAIN V 1, a I}(+" u4 "SLV R R- R ° -R R 3(+"M 1" -- P - -N R R —R R —.R —. R.• R R —R R- 1.5° 1.5' R R I.5" 15 I.5° 1.S I" 1" 3/4" R R- R J J H -- 3/4" 3/4" 3/4" 4 -- 2 °SLV. 1111 -- H J J P -N R R 3/f 3/4° :. 3/4° I" R- R R R R R R R R -R R 1' 1.5° 1.5" 1.5" 15 R R R R R 1.5° 15" 1 111 R R =R R R P N I.5° 15' I "� 1" 1/4' 1(4" A 09 33gpm 1.6" TURF A 06 36gpm p A OB 2Dgpm 1.5" SHRUB _ 1.5" SHRUB A D] 99Pm 1.. SHRUB 1111.. A OS +39PA� 1.6" TURF p 7 6 5 4 3 2 1 A=COM AECOM TECHNICAL SERVICES, INC 150 Nohh Orange Avenue, SHH, 200 Orlando, FL 32801 4078436 55 2 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS PSI Prevost Stamper Incorporated PC REGISTRATION ISSUED FOR PROJECT NUMBER 60306977 PROJECT MANAGER DRAWN BY PSI CHECKED BY MILD DRAWING SCALE AND NORTH ARROW 0 FEE 10 20 North SHEET TITLE IRRIGATION PLAN SHEET NUMBER I R -03 SHEET 3 OF 5 2111 AECI. TECHNICAL EERVICEE INC 7 6 5 4 3 2 1 A=COM AECOM TECH NICAL SERVI CES, ING 150 Nohh Orange Avenue, SHH, 200 Orlando, FL 32801 4078436 55 2 tel PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS PSI Prevost Stamper Incorporated ,honA DOEI 111 1001 1, REGISTRATION ISSUED FOR PROJECT NUMBER 60306977 PROJECT MANAGER DRAWN BY PSI CHECKED BY MLP DRAWING SCALE AND NORTH ARROW 0 FT 10 20 North SHEET TITLE IRRIGATION PLAN SHEET NUMBER I R -04 SHEET 4 OF 5 2111 AECI. TECHNICAL EERVICEE INC 7 6 5 4 3 2 1 7 6 5 4 3 2 I R R I G A T 1 0 N N 0 T E S 60306977 I R R I G A T 1 0 N L E G E N D DRAWN BY MARK LOCATION OF SLEEVE WITH A SECTION PVC PIPE LOCATE BOTH CHECKED BY COIL CONTROL WIRES IN VALVE BOX DRAWING SCALE AND NORTH ARROW S P R A Y B 0 D I E S 1.) SOME PIPE LINES ARE DRAWN OFF SET FOR CLARITY. INSTALL ALL EXISTING IRRIGATION WATER WATER METER. VERIFY LOCATION IN THE VALVE NON RISING STEM REFER IRRIGATION VALVE ID TAG IRRIGATION LINES IN LANDSCAPED AREAS. M O FIELD. COMMERCIAL GRADE SPRAY BODIES & ADAPTERS 2.) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE SCH. 80 POLY PIPE AND INSERT FITTING SWING JOINTS ROOT BALLS TO INSTALL HEADS AT APPROPRIATE LOCATIONS. REDUCED PRESSURE ZONE BACKFLOW PREVENTER. PROVIDED BY PROVIDE MIER SPRAY NOZZLES PER PLAN 3.) ADJUST ALL NOZZLES TO REDUCE OVERTHROW ON PAVING & WALLS. SET VALVE BOX TOP 1" ABOVE IRRIGATION INSTALLER, PER LOCAL PLUMBING CODES. 2° SCH. BD 2" SCH. BO THROTTLE ALL IRRIGATION CONTROL VALVES AS REQUIRED TO PREVENT =III- • S 0 6" POP -UP TURF SPRAY BODY FOGGING. SET CONTROLLER RUN TIMES TO MATCH PLANT WATER NEEDS THREADED ELBOW IRRIGATION CONTROL VALVE. PLASTIC BODY WITH FLOW CONTROL AND T 12" POP -UP SHRUB SPRAY BODY AND SOIL CONDITIONS. 4.) INSTALL RISERS 18" FROM WALLS OR BUILDINGS, AND 24" FROM VALVE ID TAG. MOUNT IN 15" RECTANGULAR VALVE BOX. SIZE INDICATED ON PLAN. COMMERCIAL GRADE VALVE ONLY. R 0 X" SHRUB NOZZLE ON PVC RISER PAVED SURFACES. PAINT ALL RISERS AND SUPPORTS FLAT BLACK. A 1" ANGLE IRON 24" LONG SECURED TO WICK COUPLER 2" SCH. BO SET HEIGHT OF 2^ SCH BO PVC _ III 5.) INSTALL POP -UP HEADS 18" FROM WALLS, 6" FROM WALKS, DECKS 04 IRRIGATION CONTROL VALVE TAG. INDICATES VALVE LOCATION, STATION - III - III EXCAVATED MATERIAL AND CURBS, 6 FEET FROM CURBLESS ROADS, AND 30" FROM THE END OF 55 GPM 1.5" NUMBER, SIZE AND ZONE FLOW RATE. LETTER GPM AT RADIUS PATTERN PARKING SPACES. - -III - _ - 30 PSI LINE BOTTOM OF VALVE BOX 1D" ROUND PLASTIC VALVE BOX 6.) SET TOP OF POP -UP HEAD CAPS 1" ABOVE FINISHED GRADE PRIOR 2° SCH 80 PVC IRRIGATION ISOLATION VALVE. SIZE SAME SIZE AS PIPE. MOUNT IN 19" A 0.9 15' QUARTER TO SOD OR MULCH INSTALLATION. N RECTANGULAR VALVE BOX WITH B" NOS DRAIN PIPE EXTENSION AS NEEDED. B 1.25 15' ONE THIRD 7.) REFER TO UTILITY PLANS PRIOR TO TRENCHING. THE IRRIGATION 2.5" AND SMALLER - BRONZE THREAD ON TYPE WITH WHEEL HANDLE. C 1.85 15' HALF INSTALLER SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO - IRRIGATIW D 2.5 15' TWO THIRD FILL/PLANTING FILL /EXISTING SOIL UTILITIES CAUSED BY THEIR WORK DURING THE PROJECT. SIZE MAINLINE _ _ TURN OUTLET ON MAINLINE TEE HORIZONTAL E 2.8 15' THREE QTR. CONDITION VARIES B.) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF PROVIDE ELBOW FITTING TO CO VERTICAL 7� PVC MAIN LINE PIPE. SCHEDULE 40, PVC. INSTALL 18" DEEP WITH WARNING C C F 3.7 15' FULL - III -III -I II -I III - FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND TAPE 12" ABOVE TOP PIPE. PROVIDE FLOOR DRAIN PER PLUMBING CODES CAP BOTH ENDS OF PVC SLEEVE M LINE PIPE MINIMU MINIMUM 12` DEPTH WORKMANSHIP. 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. G 0.65 12' QUARTER 9.) ELECTRIC POWER SUPPLY FOR THE IRRIGATION CONTROLLER SHALL BE H D.9 12 ONE THIRD GATE VALVE BROUGHT TO A JUNCTION BOX AT THE CONTROLLER LOCATION BY THE SIZE PVC LATERAL LINE PIPE. SCHEDULE 40, PVC. INSTALL 12" DEEP. BACKFLOW PREVENTER J 1.3 12' HALF BUILDING ELECTRICAL CONTRACTOR. IRRIGATION INSTALLER TO PROVIDE 2.5" AND SMALLER, SOLVENT WELD PVC PIPE AND FITTINGS. K 1.75 12' TWO THIRD ELECTRICAL PERMITS AND LICENSED ELECTRICIAN TO CONNECT THE L 1.95 12' THREE QTR. IRRIGATION CONTROLLER EQUIPMENT TO THE POWER SUPPLY. SIZE SLV. PVC SLEEVE PIPE. SCHEDULE 40, PVC. M 2.6 12' FULL 10.) IRRIGATION WATER CONNECTIONS AND SYSTEM CONSTRUCTION SHALL SOLVENT WELD PVC PIPE AND FITTINGS. N 0.4 10' QUARTER METALLIC WARNING COMPLY WITH THE REQUIREMENTS OF LOCAL CODES FOR IRRIGATION P 0.5 10' ONE THIRD TAPE 12' OVER TOP GF INSTALLATION AND CONNECTIONS TO THE WATER SUPPLY. 1" BRASS QUICK COUPLER VALVE WITH CAP. MOUNT ON 0 -RING TYPE R 0.8 10' HALF MAINLIHE 11.) IRRIGATION INSTALLER TO ACQUIRE ALL PERMITS AND UTILIZE ALL SWING JOINT AND STABILIZE IN 10" ROUND VALVE BOX. Q 1.5B 10' FULL SAFETY PRECAUTIONS REQUIRED TO WORK IN ROW OF ROADWAY. PROVIDE ONE QCV KEY WITH 3/4" HOSE SWIVEL ADAPTER PER TWO QUICK u 0.6 4' % 15' END STRIP 12.) SIXTY (60) PSI MINIMUM STATIC WATER PRESSURE IS REQUIRED FOR COUPLER VALVES. V 1.2 4: 3D' SIDE STRIP THE EFFICIENT OPERATION OF THE IRRIGATION SYSTEM AS DESIGNED. W 1.2 4' X 30' CENTER STRIP VERIFY THE MINIMUM STATIC WATER PRESSURE IS AVAILABLE AT THE PEDESTAL MOUNT IRRIGATION CONTROLLER WITH RAIN SWITCH. NUMBER X 1.7 9' % 18' SIDE STRIP LATERAL PROJECT SITE PRIOR TO BEGINNING THE IRRIGATION INSTALLATION. NOTIFY ®� OF STATIONS INDICATED ON PLAN. METAL PEDESTAL MOUNT. 120 VOLT, 3 Z1 VARIES 10' 10' ADJUSTABLE ARC THE LANDSCAPE ARCHITECT IN WRITING IF THE MINIMUM STATIC WATER AMP, ELECTRIC CIRCUIT FROM NEAREST ELECTRICAL PANEL, BY THE SITE Z2 VARIES 12' 12' ADJUSTABLE ARC CONTROL WIRES PRESSURE OR WATER VOLUME IS NOT AVAILABLE. ELECTRICAL CONTRACTOR. PROVIDE GROUNDING PER DETAIL. COMMERCIAL Z VARIES 15' 15' ADJUSTABLE ARC 13.) AT THE END OF PARKING SPACES PLACE HEADS IN LINE WITH GRADE EQUIPMENT ONLY. Y 0.5 1' FLOOD BUBBLER MAIN LINE PARKING STRIPES OR 2.5 FEET FROM BACK OF CURB. (TYPICAL) 0 1.0 5' STREAM BUBBLER EXISTING IRRIGATION CONTROL VALVE 1 D.3 S. QUARTER - 2 0.4 8' ONE THIRD EXISTING IRRIGATION MAINLINE TYPICAL TRENCHING 4 10.01 8' FULL NO RESIDENTIAL GRADE IRRIGATION EQUIPMENT MAY BE USED ON THE NOT TO SCALE PROJECT. SET NOZZLE AT 6" ABOVE MATURE MAINTAINED HEIGHT PVC MALE ADAPTOR PAIN OF PLANT MATERIAL. FLAT BLACK. NTH SHRUB NOZZLE ADAPTER AND SPRAY NOZZLE 1/2" ANGLE PVC, PAINT FLAT BLACK 3/4" ANGLE IRON REINFORCEMENT EXTEND 16" ABOVE FINISHED GRADE NYLON ZIP STRIP FASTENERS PANT FLAT BLACK - FINISHED GRADE PVC FEMALE ADAPTER POLYETHYLENE FLEX PIPE WITH INSERT % THREAD FITTINGS LATERAL PIPE REFER SHRUB RISER TO PLAN FOR LINE SIZE NOT TO SCALE SET LEAD SO THAT RISER AND NOZZLE WILL CLEAR THE MATURE NT HEIGHT OF THE PLANTING. SET HEADS 6^-12" INTO PLANTING, AWAY FROM WALKS AND CURBS SO THAT IT CAN BE SET ABOVE GRADE AND NOT CAUSE TRIPPING HAZARDS POLYETHYLENE FLEX PIPE WITH INSERT X THREAD FITTINGS - LATERAL PIPE THREADED LATERAL TEE SPRAY HEAD IN SHRUB BED NOT TO SCALE IT AP 1* ABOVE FINISH ED GRADE AT TOP OF SOD LAYER Do NO USE SIDE INLET WHEN FIR SSURE REGULATION 1� IN HE AD DOES NOT ALLOW SPRAY HEAD BODY POLYETHYLENE FLEX PIPE NTH INSERT X THREAD FITTINGS LATERAL PIPE THREADED LATERAL TEE (___� POP UP SPRAY BODY IN TURF NOT TO SCALE STAINLESS STEEL PEDESTAL MOUNT IRRIGATION CONTROLLER CONDUIT WITH 12GV POWER AND SIGNAL CONDUCTORS PER LOCAL CODES CONDUIT FOR GROUND CONDUIT FOR VALVE WIRES FINISHED GRADE SLOPE TO DRAIN CONCRETE FOOTING 6" MIN UND CONTROLLER EQUIPMENT WITH " DIAMETER X 5' LONG COPPER CLAD END ROD SECURED TO #10 GAUGE E COPPER GROUND WIRE WITH CAD WELD M-116-1G ONE -SHOT WELDING KIT FRONT RIGHT -SIDE SECTION/ELEVATION SECTION /ELEVATION PEDESTAL MOUNT CONTROLLER NOT TO SCALE 1 19° RECTANGULAR VALVE BOX. 60306977 PROJECT MANAGER DRAWN BY MARK LOCATION OF SLEEVE WITH A SECTION PVC PIPE LOCATE BOTH CHECKED BY COIL CONTROL WIRES IN VALVE BOX DRAWING SCALE AND NORTH ARROW ENDS OF SLEEVE CAST IRON GASKET GATE WATER PROOF SPLICE MATERIAL 2" BRONZE RPZ VALVE NON RISING STEM REFER IRRIGATION VALVE ID TAG BACKFLOW PREVENTER EXTEND ALL SLEEVES 3" BEYOND EDGE OF PAVEMENT, TYPICAL N PLAN AND KEY 15" RECTANGULAR PLASTIC 2" SCH. BO SCH. 80 DECK PAVEMENT 6" PVC EXTENSION AS NEEDED VALVE BOX TOE NIPPLE PVC. NIPPLES P SET VALVE BOX TOP 1" ABOVE QUICK COUPLER VALVE, PDSITIW IN VALVE BOX 2° SCH. BD 2" SCH. BO FINISHED GRADE-VARIES 18" =III- • _ III F SITED GRgDE PRIOR TO MULCH OR SOD INSTALLATON 9" MAX J- SO THAT KEY MAY BE OPERATED WITHOUT INTERFERENCE. SLIP X SLIP ELBOW THREADED ELBOW ---IIII III -III SET TOP OF FLOW STEM MAX. , BELOW VALVE BOX TOP SCH BO PVC TOE 1" ANGLE IRON 24" LONG SECURED TO WICK COUPLER 2" SCH. BO SET HEIGHT OF 2^ SCH BO PVC _ III _ III- FIT FFF III III III - III - III EXCAVATED MATERIAL (2) NIPPLES OUT OF VALVE WITH TEFLON TAPE WITH 2 STA NLESS STEEL HOSE CLOMPS. PVC. PIPE BACKFLOW PER THREADED PLUMBING CODES UNION - - -III - _ - LINE BOTTOM OF VALVE BOX 1D" ROUND PLASTIC VALVE BOX 2° SCH 80 PVC - WITH 6' OF RIVER ROCK GRAVEL D -RING PVC TRIPLE SECURE RP' TD TOE NIPPLE - - SWING JONT. SAME MECHANICAL OR FIRE COMPACTED SUB -BASE - IRRIGATIW SIZE qS QUICK COUPLER. RISER ROOM WALL WITH METAL ANGLE FILL/PLANTING FILL /EXISTING SOIL __ _ MAINLINE _ _ TURN OUTLET ON MAINLINE TEE HORIZONTAL THREADED SERVICE TEE N FROM BRACKETS AND RISER 2.5^ TO CONDITION VARIES IIIIII_ _ -III - 7T��JJJFIT -TTY FIT DT - III -III PROVIDE ELBOW FITTING TO CO VERTICAL 7� IRRIGATION WATER SUPPLY CLAMPS. IRRIGATION MASTER VALVE CLASS 200 PVC SLEEVE. SIZE AS NOTED ON PLANS - III -III -I II -I III - TAPE CONTROL WIRES TO PIPE IN BOX PROVIDE FLOOR DRAIN PER PLUMBING CODES CAP BOTH ENDS OF PVC SLEEVE M LINE PIPE MINIMU MINIMUM 12` DEPTH BELOW GRADE AND LEAVE CAPS UNGLUED ON PVC SLEEVE COMPACTED EXCAVATED MATERIAL UNDISTURBED SOIL GATE VALVE SOLENOID CONTROL VALVE BRASS QUICK COUPLER VALVE (�::) REDUCED PRESSURE BACKFLOW PREVENTER SLEEVE UNDER PAVING NOT TO SCALE NOT TO SCALE NOT TD SCALE NOT TO SCALE NOT TO SCALE 7 6 5 4 3 2 1 A=COM AECOM TECHNI CAL SERVICES, INC 150 P,Ph Orange Avenue, S,H, 200 Orlando, FL 32801 4078436 55 2 [el PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WINTER SPRINGS, FLORIDA CLIENT City of Winter Springs WINTER SPRINGS, FLORIDA 32708 CONSULTANTS PSI Prevost Stamper Incorporated ,honA 110EI Ill 1001 1, REGISTRATION ISSUED FOR PROJECT NUMBER 60306977 PROJECT MANAGER DRAWN BY PSI CHECKED BY MLP DRAWING SCALE AND NORTH ARROW SHEET TITLE LEGEND NOTES & DETAILS SHEET NUMBER I R -05 SHEET 5 OF 5 Ill I AECI. TECHNICAL EE C A B A TABULATION OF QUANTITIES PAY ITEM NO DESCRIPTION UNIT SHEET NUMBERS TOTAL THIS SHEET GRAM? TOTAL REF. SHEET T-3 PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 630 -2 -71 CONDUIT, F &I, OPEN TRENCH LF 220 220 220 630 -2 -12 CONDUIT, F &I, DIRECTIONAL BORE LF 445 445 445 635 -2 -11 PULL & SPLICE BOX, F &1, 13 "x24" COVER EA 5 5 5 646 -1 -11 ALUMINUM SIGNALS POLE, PEDESTAL EA 4 4 4 646 -1 -12 ALUMINUM SIGNALS POLE, F &I, EA 1 1 1 PED. DETECT. POST 646 -1 -40 ALUMINUM SIGNALS POLE, RELOCATE EA 1 1 1 646 -1 -60 ALUMINUM SIGNALS POLE, REMOVE EA 1 1 1 650 -1 -14 VEHICULAR TRAFFIC SIGNAL, F &I - AS 2 2 2 ALUMINUM, 3 SECTION, 1 WAY 650 -1 -60 VEHICULAR TRAFFIC SIGNAL, REMOVE AS 1 1 1 650 -1 -70 VEHICULAR TRAFFIC SIGNAL, RELOCATE AS 2 2 2 653 -400 SIGNAL PED. RELOCATE AS 6 6 6 660 -2 -106 LOOP DET. INDUCTIVE, F &I, TYPE 6 EA 7 7 7 2 CG, SS, S, TD 665 -1 -11 PED. DETECT., F &I, STD. EA 8 8 8 665 -1 -60 PEDESTRIAN DETECTOR, REMOVE EA 8 8 8 7 6 5 4 3 2 1 PECOM AECGI/ TECH NICAL EE R`JIC ES, INC. 1 E —T t, Grange Ave-- SuiE 2D0 Orl,'k P - 32.11 Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WI "J °EP. SFP.INGS. FLO PIDA CLIENT City of Winter Springs I'll 1ER SPRINGS. FLOPI1111 %. CONSULTANTS CIVIL ENGINEER HRINDLEY PIETERS R ASSOCIATES, INC. 21;00 Maitland C.dv Park — , Suite 100 Marl ,d, F _ 32751 PrDTEAN DESIGN CROUP I V East Ph, Sheet, BNIte 600 Orla,& FL 3"01 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER J3W DRAWN BY F.IV,' CHECKED BY JB�AJ DRAWING SCALE AND NORTH ARROW SHEET I OF m B A 7 GENERAL NOTES: I II 1. UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT SHALL BE DELIVERED TO THE MAINTAINING AGENCY AS DIRECTED BY THE ENGINEER EXCEPT CONCRETE POLES WHICH SHALL BE DISPOSED OF BY THE CONTRACTOR. CONTRACTOR IS TO NOTIFY THE MAINTAINING AGENCY 2 BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. 2. IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY JACKING, DIRECTIONAL BORING, OR TRENCHING. 3. THE CONTRACTOR SHALL HAND DIG THE FIRST 2 FEET AT EACH PEDESTAL LOCATION TO VERIFY NO UTILITY CONFLICTS. 4. THE CONTRACTOR SHALL VERIFY COLOR CODES FOR EQUIPMENT WIRING WITH THE MAINTAINING AGENCY PRIOR TO ORDERING, 5. THE CONTRACTOR SHALL COORDINATE THE FINAL ACCEPTANCE INSPECTION WITH THE ENGINEER AT LEAST TEN BUSINESS DAYS IN ADVANCE. SEMINOLE COUNTY TRAFFIC OPERATIONS (CHARLES WETZEL, 407- 665 - 5698), FOOT TRAFFIC OPERATIONS (3B6- 943 - 5318), CITY OF WINTER SPRINGS (KEN HUTCHINGS, 407 - 327 -5989) SHALL BE NOTIFIED TEN BUSINESS DAYS BEFORE THE INSPECTION IS TO BE PERFORMED SO THEY MAY BE PRESENT. 6. THE CONTRACTOR SHALL MAINTAIN THE EXISTING TRAFFIC SIGNALS DURING THIS PROJECT. 7. THE LOCAL PROJECT ADMINISTRATOR SHOULD BE INFORMED TWO BUSINESS DAYS PRIOR TO ANY DIRECTIONAL BORES. B. IN THE EVENT PERMANENT VEHICLE DETECTION IS DISRUPTED, PROVIDE AN ALTERNATIVE MEANS OF DETECTION TO ALL LANES APPROACHING THE INTERSECTION, SEPARATING EACH MOVEMENT WHICH PREVIOUSLY HAD DETECTION, THE TYPE OF DETECTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. EQUIPMENT SHALL ONLY DETECT THE INTENDED MOVEMENT. 9. THE MAINTAINING AGENCY IS: - INTERSECTION OF SR 4341419 AT TUSCKAWILLA BLVD. IS THE CITY OF WINTER SPRINGS, CONTACT KEN HUTCHINGS, 407 - 327 -5989. 10, ALL MOVEMENTS SHALL BE ACTUATED DURING CONSTRUCTION EFFORTS. TEMPORARY DETECTION UNITS SHOULD BE POSITIONED TO AVOID "FALSE CALL" DETECTION OF CROSS TRAFFIC OR VEHICLES TRAVELING IN OTHER DETECTION ZONES. THE EQUIPMENT SHALL ONLY DETECT THE INTENDED MOVEMENT. PED FEATURES 1. THREE (3) SPARE CONDUCTORS ARE TO BE RUN TO THE FURTHEST PEDESTRIAN SIGNAL HEAD. 2. CONTRACTOR TO ENSURE THAT A 4 -FOOT x 4 -FOOT FLAT LANDING AREA IS ADJACENT TO ALL DETECTORS FOR PEDESTRIAN ACCESS. 3. NO POLYCARBONATE HOUSING OR MOUNTING HARDWARE WILL BE PERMITTED FOR PEDESTRIAN SIGNAL HEAD ASSEMBLIES. 4. PUSH BUTTONS SHALL BE CONSTRUCTED WITH MECHANICAL CONTACTS. MICROSWITCHES SHALL NOT BE USED. MAST ARMS 1. IF A CONTINUOUS RUN OF SIGNAL CABLE IS NOT POSSIBLE FROM THE CABINET TO THE SIGNAL HEAD, THEN A TERMINAL BLOCK SHALL BE USED. 2. SIX FEET OF ADDITIONAL SIGNAL CABLE SLACK SHALL BE WOUND AND NEATLY STORED INSIDE THE UPRIGHT AND SUPPORTED BY THE CABLE CLAMP SUCH THAT THE TERMINAL BLOCK CAN BE REMOVED FROM THE UPRIGHT TO ALLOW FOR TROUBLE SHOOTING. 3. THE CABLE GRIP SHALL BE OF SUFFICIENT SIZE TO NOT COMPROMISE THE INSULATION ON THE SIGNAL CABLE. SIGNAL CABLE, LOOPS, CONDUIT, & PULL BOXES 1. TYPE F LOOPS SHALL BE 40 -FOOT x 6 -FOOT AND EXTEND 5 FEET BEYOND STOP BAR. 2. DELAY TIMES FOR LOOPS MARKED "DELAY" SHALL BE SET TO 5 SECONDS. ALL OTHERS SHALL BE SET TO ZERO. 3. PULL BOXES AND COVERS SHALL BE NON- METALLIC CONSTRUCTION WITH RECESSED COVER LOGO "TRAFFIC SIGNAL" OR "FIBER OPTIC" AS APPROPRIATE. 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 IN CONDUIT. 7 6 4 3 4 2 1. ALL VEHICULAR SIGNAL HEAD ASSEMBLIES SHALL BE ALUMINUMIPOLYCARBONATE WITH TUNNEL VISORS, 2. CONTRACTOR IS NOT TO USE JONES PLUGS. UTILITIES Q 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WITHIN THE PROJECT LIMITS AT LEAST 48 HOURS IN ADVANCE OF ANY OPERATION THAT MAY CONFLICT WITH OVERHEAD, UNDERGROUND, OR AREA UTILITIES. SEMINOLE COUNTY TRAFFIC ENGINEERING NOTES 1. THE CONTRACTOR SHALL COORDINATE AND SEEK ANY NECESSARY APPROVAL, FROM OTHER UTILITIES, PRIOR TO WORKING ON OR INSTALLING JOINT -USE POLES, SPAN WIRE ASSEMBLIES, OR SIGNAL POLES ADJACENT TO THEIR FACILITIES OR POWER LINES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND WORKING NEAR AND AROUND ANY AND ALL UTILITIES WITHIN THE CONSTRUCTION AREA. IN ADDITION, THE CONTRACTOR SHALL BE SOLELY AND DIRECTLY RESPONSIBLE TO THE OWNERS AND OPERATORS OF SUCH PROPERTIES FOR ANY DAMAGE, INJURY, EXPENSE, INCONVENIENCE, OR DELAY, CAUSED BY THE CONTRACTOR'S OPERATIONS. 3. THE CONTRACTOR SHALL NOTIFY SEMINOLE COUNTY TRAFFIC ENGINEERING 24 HOURS PRIOR TO DESTROYING EXISTING ROADWAY SENSORS. EXISTING LOOPS OR SENSORS DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT THEIR EXPENSE. AT NO TIME IS THE CONTRACTOR TO CHANGE ANY SIGNAL TIMINGS WITHOUT COMMUNICATING WITH SEMINOLE COUNTY TRAFFIC ENGINEERING. IF LOOPS (NOT TEMPORARY DETECTION) ARE FUNCTIONING, RECALLS MAY BE REMOVED BY THE CONTRACTOR WITH APPROVAL FROM SEMINOLE COUNTY TRAFFIC ENGINEERING. 4. THE MAINTENANCE RESPONSIBILITY FOR ALL SIGNALS WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN THE FULL RESPONSIBILITY OF THE CONTRACTOR, FROM THE TIME CONTRACT WORK BEGINS UNTIL FINAL ACCEPTANCE BY SEMINOLE COUNTY TRAFFIC ENGINEERING, ON A BY INTERSECTION BASIS. THE CONTRACTOR SHALL HAVE AN I.M.S.A. LEVEL 2 SIGNAL TECHNICIAN ON SITE THROUGH ALL PHASES OF CONSTRUCTION AND ON CALL WITH A 2 HOUR MAXIMUM RESPONSE TIME. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE, SCHEDULE, AND PAY FOR LAW ENFORCEMENT OFFICER ASSISTANCE, WHEN DEEMED NECESSARY, WHILE WORKING ON SIGNALS WITHIN THE INTERSECTION. 6. SIGNAL CABLE AND DETECTION WIRE ARE NOT TO BE IN THE SAME PULL BOX. 7. INDIVIDUAL PEDESTRIAN POLES SHALL BE THE ALUMINUM BREAK -AWAY TYPE MOUNTED ON AN 18 "x18'rx24" CONCRETE BASE. 8. ALL PEDESTRIAN HEADS SHALL BE COUNTDOWN TYPE. 9. ALL SIGNAL HEADS, PEDESTRIAN HEADS AND PEDESTRIAN BUTTONS SHALL HAVE WEEP HOLES. 10. ALL POLES, FOUNDATIONS, AND CABINET ASSEMBLIES SHALL HAVE 50' OF GROUND ROD AND SHALL BE BONDED IN THE SIGNAL PULL BOX NEXT TO THE TRAFFIC SIGNAL CABINET. 11. ALL EQUIPMENT AND MATERIALS SHALL BE APPROVED BY SEMINOLE COUNTY TRAFFIC ENGINEERING. 12. EXISTING OPTICOM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. 1. PAY ITEM NO. 646 -1 -11 INCLUDES A BREAK AWAY BASE AND SLIP FITTER. 2. PAY ITEM NO. 665 -1 -11 INCLUDES FTP- 68B -06. 3. PAY ITEM NO. 690 -100 INCLUDES REMOVAL OF EXISTING LOOP LEAD -INS. 3 2 0 PECOM .4ECOI/ TECNNIGAL EFR`JICES, INC. 150 NortM1 Orange Avairue, SuiE 2D0 Orlendc. F'._ 32up1 40I n4J G:�S'2 hl PROJECT Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WIN °EP. SFP.INGS. FLORIDA m City of Winter Springs VI rFRSPRINGS. FLOPID4327De CONSULTANTS CIVIL ENGINEER HRINDLEY PIETERS R ASSOCIATES, INC. 21;00 Maitland C.dv Park - , Suite 100 Maitland, F _ 32751 PrDTEAN DESIGN CROUP I V Fast Ph, Street, BNIte 600 Orlando, FL 3-101 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER J36N DRAY CHECKED BY JBIAJ SHEET Z OF w F E D C B A 7 6 Existing Ped. Features (TO BE REMOVED) 646 -1 -60 1 EA Existing P2 Pedestrian Signal 665 -1 -60 2 EA (TO BE RELOCATED TO STA. 594 +79.97, 77.21' LT) 653 -400 1 .A5 SD LF 630 -2 -71 PED POLE STA. 594 +79.97, 77.21' LT 630 -2 -11 30 LF \ 646 -1 -I1 1 EA 665 -1 -11 1 EA Existing P8 Pedestrian Signal (TO BE RELOCATED TO STA. 594 +63.81, 62.58' LT) 653 -400 1 AS PED POLE STA. 594 +63.81, 62.55' LT ❑ 630 -2 -11 10 LF�1 646 -1 -I1 1 EA 665 -7 -11 1 EA h ❑4' Y2 5 FED POLE STA. 595 +49.19, 74.50' 6.30 -2 -11 40 LF 646 -1 -71 1 EA 665 -1 -11 1 EA ?\� \t 4 3 2 Existing P2 Ped. Features (TO BE RELOCATED TO STA. 595 +49.19, 74.50' LT) EY • 653 -400 1 EA 665 -1 -60 7 EA .3 SECT., 2 -WA1' 3- SECT., j -WAY 1 AS 1 AS 650 -1 -14 GSO -7 -14 Existing P4 Ped. Features ❑ ❑4 (TO REMAIN) TF,_ m u 665 -I -71 1 EA 665 -1 -60 I EA °- .SECT., 7 -WAY 3-- .SECT., j -NAY 1 AS I AS FP 630 -2 -12 130 LF' (3 RUNS)I 1 SIGNALF ✓E aY 1 LOOP V 5 1 SPAREti t � IL -I� 63D -2 -12 165 1. ❑iFr� (3 RUNS) 1 - SIGNAL 1 - LOOPm 1 - SPARE ❑i Pd ��1 y � ❑ °. u e w� I AS 650 -1 -60 �. s STD. 595 +13.85, 79.52' RT Exist. P8 Ped. Features (TO BE RELOCATED 630-2 -11 75 LF TO STA. 595 +13.85, 79.52' RT) 4J�� 646 -1 -11 1 EA 57 653 -400 7 AS 665 -1 -11 1 EA 665 -7 -17 EA 150 LF 630 -2-72 p 7 � 665 -1 -60 2 EA (3 RUNS) 1 - SIGNAL 1 - LOOP I- SPARE P O C AWILLA RD. 7 6 5 4 1 DETECTORS FOR LOOPS LOOP NO. OF LOOPS NO. OF NE/V DETS. NO. OF EXIST. DETS. DELAY TIME (.SEC) L -1 1 - 1 5 L - -3 1 - I 5 1- -4 1 - 1 5 L -5 1 - 1 5 L -7 2 3.0 1 4.0 4.0 U � 14AX'Ii1Ud1 GREEN 7 15 70 60 70 75 70 70 60 MAXIt Ut i GREEN 2 15 60 60 60 15 60 60 60 YELLOW CLEARANCE 4.7 4.8 650 -1 -70 650 -1 -70 DELAY Tlll /E IS INITIAL AND fv,AY REQUIRE FIELD ADJUSTING AS DIRECTED Bl' PROJECT ENGINEER. CONTROLLER TIMINGS TII� "ING FUNCTION PECOM 140VE1,4ENT NUMBER 1 2 3 4 5 6 7 8 14 1NIP4UIV GREEN 4 15 15 15 4 15 5 15 _ EXTENSION 3.0 4.0 4.0 4.0 3.0 4.0 4.0 4.0 U � 14AX'Ii1Ud1 GREEN 7 15 70 60 70 75 70 70 60 MAXIt Ut i GREEN 2 15 60 60 60 15 60 60 60 YELLOW CLEARANCE 4.7 4.8 3.4 4.7 4.8 4.7 4.7 3.4 z ALL RED 2.3 3.6 5.5 3.5 2.7 3.6 3.6 5.1 5 ti PEDESTRIAN WALK 7 7 7 7 PED. CLEARANCE 17 35 34 36 RECALL 1011N .MIN Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WI "J °EP. SFP.INGS. FLCPIDA CLIENT City of Winter Springs CIVIL ENGINEER HRINDLEY PIETEIRS R ASSOCIATES. INC 21;011 M 13ntl C.niv i Suite 100 M d F V751 PROTEAN DESIGN GROUP 100 - .I Pi,e ST '.0, Edta 6110 J V .FL 32501 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER JSW 3 2 1 SHEET 3 OF .a PECOM aFC uTFCI+.NirAl 3JI Es, INC.. OA Oangeh ae 1100 01 J F- 32up1 Winter Springs SR 434 & Tuskawilla RD Intersection Improvements WI "J °EP. SFP.INGS. FLCPIDA CLIENT City of Winter Springs CIVIL ENGINEER HRINDLEY PIETEIRS R ASSOCIATES. INC 21;011 M 13ntl C.niv i Suite 100 M d F V751 PROTEAN DESIGN GROUP 100 - .I Pi,e ST '.0, Edta 6110 J V .FL 32501 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER JSW 3 2 1 SHEET 3 OF .a O F E D C B A 7 6 5 4 3 2 LEGEND ARM NO. 2 - DOUBLE ARM POLE ORIENTATION R3 = EXISTING 3 SECTION HEAD TO BE RELOCATED TO DISTANCE AS SHOWN TO BE MEASURED IN A COUNTER CLOCKWISE 3 = PROPOSED 3 SECTION LEFT TORN SIGNAL HEAD DIRECTION FROM ROAD10Y ARM, NO. 1, — — — --v-- � 1 I DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY SIGNAL DATA PECOM ARIM, NO. I - SINGLE ARiv, POLE OR 1 ED ID NO. SHEET NO. LOCATION BY STA. TO' OF _UUNVATION ELF11ATION LONCEST ARNI FOR DOUBLE ARIA POLE. CROWN ELEV. SIGNAL SACK PED. DISTANCE FROM POLE TOTAL I FARM AIGTH ARM M.H. A BETWEEN DUAL ARMS 901270 E H5 D C B A 2 3 4 5 6 7 —7 A ®R wl B H2 1112 C H3 W3 D H4 W4 E H5 INS F H6 W6 G H7 W8 ELI T-3 Exist. I NIA v - N 47 R3 58 3 65 3 74 O =(D SIGN D 76 NIA (D SIGN C (:Y:5 SIGN 8 O SIGN A 2 W4 W3 W2 WI ARIVI INS MOUNTING HEIGHT 2 (ARM lll-Hj 1 TOTAL AR14 tFfJGTH TOP OF FOUNDATION ELEVATION I DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY 7 6 5 4 3 2 1 SIGNAL DATA PECOM SIGN DATA DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN 1 ED ID NO. SHEET NO. LOCATION BY STA. TO' OF _UUNVATION ELF11ATION "" 4RAI NO. CROWN ELEV. SIGNAL SACK PED. DISTANCE FROM POLE TOTAL I FARM AIGTH ARM M.H. A BETWEEN DUAL ARMS 901270 PAINT C 0, L OR VIH PLAT L - 5 Y,,, - 5IGNAL YIN 2 3 4 5 6 7 —7 A H, wl B H2 1112 C H3 W3 D H4 W4 E H5 INS F H6 W6 G H7 W8 I T-3 Exist. I NIA v - N 47 R3 58 3 65 3 74 R3 76 NIA 2 2 1 2 3 1 2 4 1 2 5 7 2 7 6 5 4 3 2 1 Winter Springs SR 434 & Tuskawilla RD Intersection Improvements ffllj7ER B-PNOS, FLORIDA CLIENT City of Winter Springs CIVIL ENGINEER BRINDLEY ljETEhS & ASSOCIATES, NC 21;011 M.N111d C.dv Park—, DO[,. 100 Mardk,d, F 32751 PrDTEAN DESIGN CROUP Orb,& FL3"01 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER JSW G—H BY F'Iv" CHECKED BY JB1AJ DRAWING SCALE AND NORTH ARROW SHEET TITLE .,',B 1AP11 7—LAI IUl SHEEP SHEET NUMBER SHEET 4 OF O PECOM 1 ED O'l,'k 1[ 31.11 Winter Springs SR 434 & Tuskawilla RD Intersection Improvements ffllj7ER B-PNOS, FLORIDA CLIENT City of Winter Springs CIVIL ENGINEER BRINDLEY ljETEhS & ASSOCIATES, NC 21;011 M.N111d C.dv Park—, DO[,. 100 Mardk,d, F 32751 PrDTEAN DESIGN CROUP Orb,& FL3"01 REGISTRATION PROJECT NUMBER 60306977 PROJECT MANAGER JSW G—H BY F'Iv" CHECKED BY JB1AJ DRAWING SCALE AND NORTH ARROW SHEET TITLE .,',B 1AP11 7—LAI IUl SHEEP SHEET NUMBER SHEET 4 OF