6464y202_dwg
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J.O.0646400-6464Y202 AGR-10/10/97 06464-Y-202 06464-Y-202-4 ROADWAY PROFILES & SECTIONS A. RODRIGUEZ S. BAPAT FAC ELEC INST/ STR MECH ARCH CIV/ DESCRIPTION ISSUE CHECKED APPR DATE CORRECT APPR CHECKED CORRECT ISSUE FAC ELEC INST/ STR MECH ARCH CIV/ DESCRIPTION ISSUE DATE FAC ELEC INST/ STR MECH ARCH CIV/ DESCRIPTION DESGN CHKD BY PINELLAS COUNTY RESOURCE RECOVERY ISSUE CHECKED APPR DATE CORRECT FAC INST/ ELEC STR MECH ARCH CIV/ DESCRIPTION CHECKED CORRECT APPR DATE DESIGNED BY AREAS FACILITY - APC RETROFIT PROJECT STONE & WEBSTER ENGINEERING CORPORATION NEW YORK, NEW YORK CHKD BY DRAWN BY NUMBER DRAWING WORK PKG LEVELS PCT A. RODRIGUEZ S. BAPAT ROADWAY PROFILE - STA. 5+00 TO STA. 10+17.52 SCALE: H: 1"=20' 3 REVISED ASPHALT PAVEMENT IN SECT. 1-1 THRU 6-6 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 0 5 10 15 +1.00% -1.00% +1.00% -1.00% PVC STA. 6+83.31 EL. 10.00' PVT STA. 7+03.31 EL. 10.00' PVI STA. 6+93.31 EL. 9.90' VC=20' VC=20' EL. 10.50' PVI STA. 7+53.31 PVC STA. 7+43.31 EL. 10.40' PVT STA. 7+63.31 EL. 10.40' EL. 10.00' PVT STA. 8+23.31 EL. 10.00' PVC STA. 8+03.31 PVI STA. 8+13.31 EL. 9.90' VC=20' EL. 10.40' PVT STA. 8+83.31 EL. 10.40' PVC STA. 8+63.31 PVI STA. 8+73.31 EL. 10.50' VC=20' EL. 10.17' EL.10.50' EL. 11.25' EL. 10.33' EL. 9.97' EL. 10.44' EL. 10.03' EL. 10.27' EL. 10.23' EL. 9.73' EL. 9.23' EL. 9.06' EL. 9.00' STA. 10+23.31 STA. 10+17.52 MO=0.05 MO=-0.05 MO=-0.05 MO=0.05 L.P. STA. 6+93.31 EL. 9.95' EL. 10.45' H.P. STA. 7+53.31 EL. 9.95' L.P. STA. 8+13.31 EL. 10.45' H.P. STA. 8+73.31 V: 1"=4' SCALE: H: 1"=20' V: 1"=4' ROADWAY PROFILE - STA. 1+00 TO STA. 2+38.76 EL. 11.25' EL.10.67' EL. 10.09' -1.16% 15 10 5 0 2+00 1+50 1+00 3+00 3+50 4+00 0 5 10 15 -0.45% EL. 10.97' EL.11.20' EL. 11.42' ROADWAY PROFILE - STA. 3+00 TO STA. 4+03.17 V: 1"=4' SCALE: H: 1"=20' EL. 10.96' STA. 4+03.17 1.7% EL. 9.80' STA. 2+24.90 EL. 10.04' STA. 2+38.76 8'-0" C ROAD L SECTION 3-3 SCALE: 1"=5'-0" 2% 2% 5" THK. ASPHALTIC CONCRETE BINDER COURSE 12" THK. COMPACTED LIMEROCK BASE COURSE COMPACT TOP 12" OF EXISTING SUBGRADE TO 95% ASTM D 1557 FINISHED GRADE GRADE FINISHED SECTION 1-1 SCALE: 1"=5'-0" BASE COURSE 12" THK. COMPACTED LIMEROCK SUBGRADE TO 95% ASTM D 1557 COMPACT TOP 12" OF EXISTING 5" THK. ASPHALTIC CONCRETE BINDER COURSE SHLD. SHLD. 4% 4% 2% 2% L C ROAD 3'-0" 12'-0" 3'-0" 12'-0" SCALE: 1"=5'-0" BASE COURSE 12" THK. COMPACTED LIMEROCK SUBGRADE TO 95% ASTM D 1557 COMPACT TOP 12" OF EXISTING 5" THK. ASPHALTIC CONCRETE 2% L C ROAD 3'-0" SHLD. GRADE FINISHED 4% 10'-0" 10'-0" 3'-0" SHLD. SECTION 2-2 GRADE FINISHED SUBGRADE TO 95% ASTM D 1557 COMPACT TOP 12" OF EXISTING BASE COURSE 12" THK. COMPACTED LIMEROCK BINDER COURSE 5" THK. ASPHALTIC CONCRETE 2% SCALE: 1"=5'-0" SECTION 6-6 L C EXIST. ROAD 8'-0" 4'-0" 8'-0" 8'-0" SCALE: 1"=5'-0" SECTION 4-4 COLUMN WIND WALL GRADE FINISHED SUBGRADE TO 95% ASTM D 1557 COMPACT TOP 12" OF EXISTING BASE COURSE 12" THK. COMPACTED LIMEROCK BINDER COURSE 5" THK. ASPHALTIC CONCRETE SHLD. 4% 2% SCALE: 1"=5'-0" SECTION 5-5 L C ROAD 16'-6" 3'-0" 8'-0" 23'-7" 16'-0" C EXIST. ROAD L 2" THK. ASPHALTIC CONCRETE BINDER COURSE REMOVED EXISTING TOP SURFACE AND REPLACE WITH NEW EXISTING BINDER COURSE TO REMAIN EXISTING BASE TO REMAIN SEE PLAN SEE PLAN WIDENING EXISTING BASE TO REMAIN AND REPLACE WITH NEW REMOVED EXISTING TOP SURFACE BINDER COURSE 2" THK. ASPHALTIC CONCRETE PROFESSIONAL ENGINEER NO. 0041535 STATE OF FLORIDA SURESH C. BAPAT NOTES: 1.- WORK THIS DRAWING WITH DWGS. 6464-Y-201 & 6464-Y-301. 2.- PLANT ELEVATION 0'-0" = SITE ELEVATION 10'-9" ABOVE MSL. TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT MO=0.06 VC=20' EL. 10.00' PVI STA. 5+83.31 EL. 10.10' PVT STA. 5+93.31 EL. 10.15' PVC STA. 5+73.31 EL. 10.06' L.P. STA. 5+85.31 MO=-0.05 EL. 10.40' PVT STA. 6+43.31 EL. 10.40' PVC STA. 6+23.31 PVI STA. 6+33.31 EL. 10.50' VC=20' H.P. STA. 6+33.31 EL. 10.45' -1.50% -1.00% +1.00% 2% 4 AS BUILT PHASE 2 & 3 1 6/3/98 MD ISSUED FOR CONSTRUCTION 1 REVISED SECTION 4-4 19'-5"ā 8" CONC SLAB PVMNT EDGE OF EXISTING 10.60 11.67 11.25 HAUNCH SEE C-802 C L 5'-0" (REF) 11.25 10" CONC SLAB PVMNT #5 @ 12 E.W. COMPACTED SUBGRADE 1/2" NON-EXTRUDING PREMOULDED EXPANSION JOINT MATERIAL WITH JOINT FILLER 6" THK GRANULAR BASE COURSE 1/2" NON-EXTRUDING PREMOULDED EXPANSION JOINT MATERIAL WITH JOINT FILLER REF: RFI-0241 S.C.B. 6/10/98 P.Y. 6/10/98 2 AS BUILT PHASE 1 BINDER COURSE 3 3 3 3 3 3 ISSUED FOR CONSTRUCTION JA 3/29/00 3/29/00 DK AL 3/29/00
description
civil2
Transcript of 6464y202_dwg
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J.O.0646400-6464Y202 AGR-10/10/97
06464-Y-202
0 6 4 6 4 - Y - 2 0 2 - 4
R O A D W A Y P R O F IL E S & S E C T IO N S
A . R O D R IG U E Z
S . B A P A TF A C
E L E C
IN S T /
S T R
M E C H
A R C H
C IV /
D E S C R IP T IO NIS S U E C H E C K E D
A P P R D A T E
C O R R E C T
A P P R
C H E C K E D
C O R R E C T
IS S U E
F A C
E L E C
IN S T /
S T R
M E C H
A R C H
C IV /
D E S C R IP T IO N IS S U E
D A T E
F A C
E L E C
IN S T /
S T R
M E C H
A R C H
C IV /
D E S C R IP T IO N
D E S G N C H K D B Y
P IN E L L A S C O U N T Y R E S O U R C E R E C O V E R Y
IS S U EC H E C K E D
A P P R D A T E
C O R R E C T
F A C
IN S T /
E L E C
S T R
M E C H
A R C H
C IV /
D E S C R IP T IO N C H E C K E D
C O R R E C T
A P P R D A T E
D E S IG N E D B Y A R E A S
F A C IL IT Y - A P C R E T R O F IT P R O J E C T
S T O N E & W E B S T E R E N G IN E E R IN G C O R P O R A T IO N
N E W Y O R K , N E W Y O R K
C H K D B Y
D R A W N B Y
N U M B E R
D R A W IN G
W O R K P K GL E V E L S P C T A . R O D R IG U E Z
S . B A P A T
R O A D W A Y P R O F IL E - S T A . 5 + 0 0 T O S T A . 1 0 + 1 7 .5 2
S C A L E : H : 1 " = 2 0 '
3
R E V IS E D A S P H A L T P A V E M E N T IN S E C T . 1 - 1 T H R U 6 - 6
5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 0
5
1 0
1 5
+ 1 .0 0 % - 1 .0 0 % + 1 .0 0 % - 1 .0 0 %
PVC S
TA. 6+83.31
EL. 10.00'
PVT STA
. 7+03.31
EL. 10.00'
PVI STA
. 6+93.31
EL. 9.90'
V C = 2 0 ' V C = 2 0 '
EL. 10.50'
PVI STA
. 7+53.31
PVC S
TA. 7+43.31
EL. 10.40'
PVT STA
. 7+63.31
EL. 10.40'
EL. 10.00'
PVT STA
. 8+23.31
EL. 10.00'
PVC S
TA. 8+03.31
PVI STA
. 8+13.31
EL. 9.90'
V C = 2 0 '
EL. 10.40'
PVT STA
. 8+83.31
EL. 10.40'
PVC S
TA. 8+63.31
PVI STA
. 8+73.31
EL. 10.50'
V C = 2 0 '
EL. 10.17'
EL.10.50'
EL. 11.25'
EL. 10.33'
EL. 9.97'
EL. 10.44'
EL. 10.03'
EL. 10.27'
EL. 10.23'
EL. 9.73'
EL. 9.23'
EL. 9.06'
EL. 9.00'
STA
. 10+23.31
STA
. 10+17.52
M O = 0 .0 5 M O = - 0 .0 5M O = - 0 .0 5M O = 0 .0 5
L.P. STA
. 6+93.31
EL. 9.95'
EL. 10.45'
H.P. STA
. 7+53.31
EL. 9.95'
L.P. STA
. 8+13.31
EL. 10.45'
H.P. STA
. 8+73.31
V : 1 " = 4 '
S C A L E : H : 1 " = 2 0 '
V : 1 " = 4 '
R O A D W A Y P R O F IL E - S T A . 1 + 0 0 T O S T A . 2 + 3 8 .7 6
EL. 11.25'
EL.10.67'
EL. 10.09'
- 1 . 1 6 %
1 5
1 0
5
0 2 + 0 01 + 5 01 + 0 0 3 + 0 0 3 + 5 0 4 + 0 0 0
5
1 0
1 5
- 0 .4 5 %
EL. 10.97'
EL.11.20'
EL. 11.42'
R O A D W A Y P R O F IL E - S T A . 3 + 0 0 T O S T A . 4 + 0 3 .1 7
V : 1 " = 4 '
S C A L E : H : 1 " = 2 0 '
EL. 10.96'
STA
. 4+03.17
1 . 7 %
EL. 9.80'
STA
. 2+24.90
EL. 10.04'
STA
. 2+38.76
8 '- 0 "
C R O A DL
S E C T IO N 3 - 3
S C A L E : 1 " = 5 '- 0 "
2 %
2 %
5 " T H K . A S P H A L T IC C O N C R E T E
B IN D E R C O U R S E
1 2 " T H K . C O M P A C T E D L IM E R O C K
B A S E C O U R S E
C O M P A C T T O P 1 2 " O F E X IS T IN G
S U B G R A D E T O 9 5 % A S T M D 1 5 5 7
F IN IS H E D
G R A D E
G R A D E
F IN IS H E D
S E C T IO N 1 - 1
S C A L E : 1 " = 5 '- 0 "
B A S E C O U R S E
1 2 " T H K . C O M P A C T E D L IM E R O C K
S U B G R A D E T O 9 5 % A S T M D 1 5 5 7
C O M P A C T T O P 1 2 " O F E X IS T IN G 5 " T H K . A S P H A L T IC C O N C R E T E
B IN D E R C O U R S E
S H L D .S H L D .
4 % 4 % 2 % 2 %
LC R O A D
3 '- 0 " 1 2 '- 0 " 3 '- 0 "1 2 '- 0 "
S C A L E : 1 " = 5 '- 0 "
B A S E C O U R S E
1 2 " T H K . C O M P A C T E D L IM E R O C K
S U B G R A D E T O 9 5 % A S T M D 1 5 5 7
C O M P A C T T O P 1 2 " O F E X IS T IN G 5 " T H K . A S P H A L T IC C O N C R E T E
2 %
LC R O A D
3 '- 0 "
S H L D .
G R A D E
F IN IS H E D 4 %
1 0 '- 0 "1 0 '- 0 "3 '- 0 "
S H L D .
S E C T IO N 2 - 2
G R A D E
F IN IS H E D
S U B G R A D E T O 9 5 % A S T M D 1 5 5 7
C O M P A C T T O P 1 2 " O F E X IS T IN G
B A S E C O U R S E
1 2 " T H K . C O M P A C T E D L IM E R O C K
B IN D E R C O U R S E
5 " T H K . A S P H A L T IC C O N C R E T E
2 %
S C A L E : 1 " = 5 '- 0 "
S E C T IO N 6 - 6
LC E X IS T . R O A D
8 '- 0 " 4 '- 0 "8 '- 0 "
8 '- 0 "
S C A L E : 1 " = 5 '- 0 "
S E C T IO N 4 - 4
C O L U M N
W IN D W A L L
G R A D E
F IN IS H E D
S U B G R A D E T O 9 5 % A S T M D 1 5 5 7
C O M P A C T T O P 1 2 " O F E X IS T IN G
B A S E C O U R S E
1 2 " T H K . C O M P A C T E D L IM E R O C K
B IN D E R C O U R S E
5 " T H K . A S P H A L T IC C O N C R E T E
S H L D .
4 % 2 %
S C A L E : 1 " = 5 '- 0 "
S E C T IO N 5 - 5
LC R O A D
1 6 '- 6 "
3 '- 0 "8 '- 0 "2 3 '- 7 "1 6 '- 0 "
C E X IS T . R O A DL
2 " T H K . A S P H A L T IC C O N C R E T E
B IN D E R C O U R S E
R E M O V E D E X IS T IN G T O P S U R F A C E
A N D R E P L A C E W IT H N E W
E X IS T IN G B IN D E R C O U R S E
T O R E M A IN
E X IS T IN G B A S E
T O R E M A IN
S E E P L A N S E E P L A N
W ID E N IN G
E X IS T IN G B A S E
T O R E M A IN
A N D R E P L A C E W IT H N E W
R E M O V E D E X IS T IN G T O P S U R F A C E
B IN D E R C O U R S E
2 " T H K . A S P H A L T IC C O N C R E T E
P R O F E S S IO N A L E N G IN E E R N O . 0 0 4 1 5 3 5
S T A T E O F F L O R ID A
S U R E S H C . B A P A T
N O T E S :
1 .- W O R K T H IS D R A W IN G W IT H D W G S . 6 4 6 4 - Y - 2 0 1 & 6 4 6 4 - Y - 3 0 1 .
2 .- P L A N T E L E V A T IO N 0 '- 0 " = S IT E E L E V A T IO N 1 0 '- 9 " A B O V E M S L .
T O P O F A S P H A L T P A V E M E N T
T O P O F A S P H A L T P A V E M E N T T O P O F A S P H A L T P A V E M E N T
M O = 0 .0 6
V C = 2 0 '
EL. 10.00'
PVI STA
. 5+83.31
EL. 10.10'
PVT STA
. 5+93.31
EL. 10.15'
PVC S
TA. 5+73.31
EL. 10.06'
L.P. STA
. 5+85.31
M O = - 0 .0 5
EL. 10.40'
PVT STA
. 6+43.31
EL. 10.40'
PVC S
TA. 6+23.31
PVI STA
. 6+33.31
EL. 10.50'
V C = 2 0 '
H.P. STA
. 6+33.31
EL. 10.45'
- 1 .5 0 %
- 1 .0 0 % + 1 .0 0 %
2 %
4
A S B U IL T P H A S E 2 & 3
1
6 / 3 / 9 8M D
IS S U E D F O R C O N S T R U C T IO N
1
R E V IS E D S E C T IO N 4 - 4
1 9 '- 5 " 8" CONC S
LAB P
VMNT
EDGE OF EX
ISTING
1 0 .6 0
1 1 .6 7 1 1 .2 5
H A U N C H
S E E C - 8 0 2
CL
5 '- 0 "
( R E F )
1 1 .2 5
1 0 " C O N C S L A B P V M N T
# 5 @ 1 2 E .W .C O M P A C T E D S U B G R A D E
1 / 2 " N O N - E X T R U D IN G P R E M O U L D E D
E X P A N S IO N J O IN T M A T E R IA L
W IT H J O IN T F IL L E R
6 " T H K G R A N U L A R
B A S E C O U R S E
1 / 2 " N O N - E X T R U D IN G P R E M O U L D E D
E X P A N S IO N J O IN T M A T E R IA L
W IT H J O IN T F IL L E R
R E F : R F I- 0 2 4 1
S .C .B . 6 / 1 0 / 9 8
P .Y . 6 / 1 0 / 9 8
2
A S B U IL T P H A S E 1
B IN D E R C O U R S E
3
3
3
33
3
IS S U E D F O R C O N S T R U C T IO N
J A 3 / 2 9 / 0 0
3 / 2 9 / 0 0D K
A L 3 / 2 9 / 0 0
V
