} SURVEY SR 429 { CONST. SR 429 (WEKIVA PKWY) R/W (15 MIN.) 0'-10.4' R/W (15 MIN.) STANDARD CLEARING & GRUBBING 24'-36' 24'-48' 94' BORDER (2-30.) (2-30.) 94' BORDER 10' 4' 10' NATURAL GROUND, MAX. CUT SLOPE DEPENDENT ON SOIL STABILITY & R/W CONSTRAINTS 3. 0'- 5 STABILIZATION FUTURE LANE 8' 6'- FUTURE WIDENING 1:10 GRADE POINT SINGLE FACE MISC. ASPHALT 1:10 6'- 8' STABILIZATION 0'-24' 5 FOR FILLS TO TO CZ & FOR FILLS TO 10' 2' 1:3 TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR No. 1 SR 429 (WEKIVA PKWY) FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE IS NECESSARY WITH GROUND-IN RUMBLE STRIPS. GRADE POINT IS ATED AT THE THEORETICAL EOP OF THE FUTURE TRAVEL LANE. THE CROSS SLOPE OF THE FUTURE TRAVEL LANE IS THE SAME AS ADJACENT LANE ( ) STA. 1114+56.17 (BK) / STA. 1114+87.25 (AH) TO STA. 1217+80.71 (BK) / STA. 2169+83.96 (AH) 4-LANE URBAN EXPRESSWAY (1) THE AREA DISTURBED, 2' MIN. DS = 70 MPH SR 429 NEW CONSTRUCTION OPTIONAL BASE GROUP 10 TYPE SP STRUCTURAL (TRAFFIC D) (2 1/2") TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") (PG 76-22) (PMA) FRICTION FC-5 (3/) (PG 76-22) (PMA) TRAFFIC DATA ESTIMATED OPENING YEAR = 2020 AADT = 43,000 ESTIMATED DESIGN YEAR = 2040 AADT = 82,500 K = 9.00% D = 56.42% T = 10.52% (24 HOUR) DESIGN HOUR T = 7.72% DESIGN SPEED = 70 MPH SR 429 SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 6 1:23:18 AM
EXIST. { CONST. & { SURVEY SR 417 EXIST. R/W (15 MIN.) R/W (15 MIN.) 24'-36' 30. 30. 24' STANDARD CLEARING & GRUBBING EXIST. SHLDR PAVEMENT MILLING & RESURFACING EXIST. SHLDR PAVEMENT MILLING & RESURFACING WIDENING 94' BORDER 8' 0'- 0'-24' 6' EXISTING 4' EXCEPT FOR UNDER 1:3 CONTROL POINT STABILIZATION SHOULDER GUTTER 2" MISC. ASPHALT UNDER 2' 1:3 WITH GROUND-IN RUMBLE STRIPS. No. 2 SR 417 FOR FILLS TO TO CZ & FOR FILLS TO 10' TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE NECESSARY STA. 1217+80.71 (BK) / STA. 2169+83.96 (AH) TO STA. 2198+78.76 MILLING AND RESURFACING 4-LANE URBAN EXPRESSWAY DS = 70 MPH MILL EXISTING ASPHALT PAVEMENT (2 1/) TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") (PG 76-22) FRICTION FC-5 (3/) (PG 76-22) SR 417 NEW CONSTRUCTION TRAFFIC DATA ESTIMATED OPENING YEAR = 2020 AADT = 43,000 ESTIMATED DESIGN YEAR = 2040 AADT = 82,500 K = 9.00% D = 56.42% T = 10.52% (24 HOUR) DESIGN HOUR T = 7.72% DESIGN SPEED = 70 MPH OPTIONAL BASE GROUP 10 TYPE SP STRUCTURAL (TRAFFIC D) (2 1/2") TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") (PG 76-22) FRICTION FC-5 (3/) (PG 76-22) SR 417 SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 7 1:23:19 AM
} SURVEY SR 400 } CONST. WB SR 400 (I-4) { CONST. FUTURE EXPRESS LANES } CONST. EB SR 400 (I-4) R/W (150' MIN.) 0'-89' R/W (150' MIN.) } CD ROAD (OO1) STANDARD CLEARING AND GRUBBING 94' BORDER () 36' I-4 (WB) 36' - 48' GUL I-4 (EB) 36' - 48' GUL 94' BORDER () (1 MIN.) TRAFFIC RAILING 0'- 9' 10' SHLDR PGL 2' DEPTH AND WIDTH VARY SEE CROSS SECTION 11' 11' SHLDR PGL 1' 0.04 0'- (1 MIN.) TRAFFIC RAILING 10' () () RETAINING WALL SYS. () CONC. CAP AND GRANULAR FILL MEDIAN BARRIER WALL (4' MIN.) FULL DEPTH 24'EL (4' MIN.) FULL DEPTH 24' EL RETAINING WALL SYS. () 3' DEPTH AND WIDTH VARY SEE CROSS SECTIONS 10' 10' WITH GROUND IN RUMBLE STRIPS MEDIAN SHOULDERS TO BE SAME PAVEMENT AS ROADWAY MEDIAN BARRIER WALL FUTURE STABILIZATION (1) THE AREA DISTURBED, 2' MIN. CD ROAD (001) STA. 134+1 TO 214+90.00 3-LANE URBAN CD ROAD DS = 55 MPH No. 3 SR 400 (INTERSTATE 4) WB: STA. 2037+10.37 TO 2134+05.54 EB: STA. 1023+90.67 TO 1134+70.47 6-LANE URBAN FREEWAY DS = 70 MPH SR 400 & CD ROAD NEW CONSTRUCTION OPTIONAL BASE GROUP 10 TYPE SP STRUCTURAL (TRAFFIC E) (2") (PG 76-22) TYPE SP STRUCTURAL (TRAFFIC E) (1 1/2") TYPE SP STRUCTURAL (TRAFFIC E) (1 1/2") (PG 76-22) FRICTION FC-5 (3/) (PG 76-22) TRAFFIC DATA ESTIMATED OPENING YEAR = 2020 AADT = 159,000 ESTIMATED DESIGN YEAR = 2040 AADT = 207,000 K = 9.00% D = 54.30% T = 9.00% (24 HOUR) DESIGN HOUR T = 7.72% DESIGN SPEED = 70 MPH SR 400 & CD ROAD SHOULDER PAVEMENT OPTIONAL BASE GROUP 6 TYPE SP STRUCTURAL (TRAFFIC E) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 8 1:23:19 AM
} RAMP STANDARD CLEARING AND GRUBBING FRICTION SELECTIVE CLEARING AND GRUBBING 10' STD. C & G R/W (94' ) (( + 10') MIN.) 4 6' 6' 2' 4' 1 GRADE POINT 6' () 6' () 3. RAMPS: "OO3" (STA. 10+00.00 TO 61+73.58) "OO (STA. 5+70.01 TO 35+45.62) "HH1" (STA. 10+00.00 TO 56+85.79) "HH2" (STA. 10+00.00 TO 20+57.78) "LL1" (STA. 10+00.00 TO 60+40.72) "LL2" (STA. 10+00.00 TO 54+54.22) "LL3" (STA. 8+68.82 TO 50+98.35) "MM1" (STA. 8+00.35 TO 24+19.22) "MM1" (STA. 42+08.43 TO 81+36.94) FOR FILLS TO TO CZ & FOR FILLS TO 10' STABILIZATION "MM2" (STA. 11+23.14 TO 35+65.28) "NN2" (STA. 10+00.00 TO 56+26.89) TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE NECESSARY "GG" (STA. 10+00.00 TO 40+04.15) "RR" (STA. 10+00.00 TO 18+10.78) SINGLE LANE RAMP DS = 35-50 MPH (1) THE AREA DISTURBED, 2' MIN. CONC. BARRIER & RETAINING WALL SYSTEM NEW CONSTRUCTION OPTIONAL BASE GROUP 11 TYPE SP STRUCTURAL (TRAFFIC C) (3") FRICTION FC-5 (3/) (PG 76-22) SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC C) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 9 1:23:20 AM
} RAMP STANDARD CLEARING AND GRUBBING FRICTION SELECTIVE CLEARING AND GRUBBING 10' STD. C & G R/W (94' ) 8' 24' (( + 10') MIN.) 4' 10' GRADE POINT FOR FILLS TO TO CZ & FOR FILLS TO 10' TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE NECESSARY 10' () STABILIZATION () 3. 5 RAMPS: "MM1" (STA. 24+19.22 TO 42+08.43) "MM3" (STA. 10+00.00 TO 90+47.43) "NN1" (STA. 10+00.00 TO 76+94.13) "OO2" (STA. 10+00.00 TO 26+79.84) "CR 46A" (STA. 10+00.00 TO 43+32.21) (1) THE AREA DISTURBED, 2' MIN. CONC. BARRIER & RETAINING WALL SYSTEM TWO LANE RAMP DS = 35-50 MPH NEW CONSTRUCTION OPTIONAL BASE GROUP 11 TYPE SP STRUCTURAL (TRAFFIC C) (3") FRICTION FC-5 (3/) (PG 76-22) SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC C) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 10 1:23:20 AM
{ CONST. SR 429 (WEKIVA PKWY) R/W (15 MIN.) R/W (15 MIN.) 101' BORDER 192' (MAXIMUM SPAN) 101' BORDER TOLL EQUIPMENT BUILDING CONCRETE BARRIER WALL FUTURE LANE GRADE POINT FUTURE LANE CONCRETE BARRIER WALL FUTURE WIDENING 1:10 1:10 NATURAL GROUND STABILIZATION SINGLE FACE STABILIZATION 2' 1:3 MSE WALL MAINTENANCE PULL OFF AREA No. 6 SR 429 (WEKIVA PKWY) GANTRY ATION STA. 1118+50.00 TO STA. 1119+50.00 FOR FILLS TO TO CZ & FOR FILLS TO 10' TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE IS NECESSARY 4-LANE URBAN EXPRESSWAY DS = 70 MPH WITH GROUND-IN RUMBLE STRIPS. (1) THE AREA DISTURBED, 2' MIN. SR 429 NEW CONSTRUCTION (MAINLINE AND SHOULDER) OPTIONAL BASE GROUP 11 (7") ( 12.5) TYPE SP STRUCTURAL (TRAFFIC D) (2") (PG 76-22) TYPE SP STRUCTURAL (TRAFFIC D) (2") (PG 76-22) FRICTION FC-12.5 (1 1/2") (PG 76-22) CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 11 1:23:21 AM
EXIST. R/W LINE { CONSTRUCTION EXIST. R/W LINE R/W (75 MIN.) R/W (75 MIN.) 4' MILLING & RESURFACING 28' 32'-44' WIDENING (0'-) MILLING & RESURFACING 28' WIDENING (0'-) 4' 2' LEVEL 6' CONTROL POINT CONTROL POINT NATURAL GROUND 0.04 0.04 NATURAL GROUND CURB & GUTTER TYPE E STABILIZATION ( THICK) No. 7 INTERNATIONAL PARKWAY STA. 99+70.36 TO STA. 118+36.42 4-LANE URBAN ROAD DS = 45 MPH CURB & GUTTER TYPE F CONCRETE SIDEWALK 1:2 OR TO SUIT PROPERTY OWNER, NOT FLATTER THAN (1) IF LIMITS OF CONSTRUCTION EXCEED RIGHT OF WAY A PROPERTY AGREEMENT IS REQUIRED. WIDENING OPTIONAL BASE GROUP 9 TYPE SP STRUCTURAL (TRAFFIC C) (2") FRICTION FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) MILLING AND RESURFACING MILLING EXISTING ASPHALT PAVEMENT (1 1/2") FRICTION FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 12 1:23:22 AM
R/W (62. MIN.) R/W LINE LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION STANDARD CLEARING AND GRUBBING { CONST. METZ AVE. 10' 10' GRADE POINT 2' MIN. 3' 2' MIN. 2. STABILIZATION (1) THE AREA DISTURBED, 2' MIN. DEPTH AND WIDTH VARY SEE CROSS SECTIONS 8 METZ AVE. STA. 5+09.51 TO STA. 11+55.72 2-LANE RURAL ROAD DS = 25 MPH NEW CONSTRUCTION OPTIONAL BASE GROUP 9 TYPE SP STRUCTURAL (TRAFFIC C) (2") FRICTION FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC C) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : 43427 ROAD COUNTY FINANCIAL PROJECT ID 13 1:23:29 AM