HomeMy WebLinkAbout2015 - (#18) Airport Drive East Overall Project LayoutFDOT PROJECT: PFL0007956: Main Street Access Road
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ENGINEER OF RECORD *.0111151181#1
C. J4 /V JOB NO: X2613001
me* C003
AIRPORT DRIVE EAST 06., 10 DRAWN: DLW
MARK C. JANSEN, P.E. r56 CO)
AT P.E. # 56059
DESIGN: mi
SEBASTIAN MUNICIPAL AIRPORT 37 North Orange Ave., Suite 500 ;o
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AMERI AN "0
Orlando, Florida 32801-2459 .O
'* CHECKED: MM
SEBASTIAN, FLORIDA I N FRASTRUCTURE ;61, 0 R N'� OVERALL PROJECT LAYOUT
407-992-6611 Office
DEVELOPMENT, INC. ;ON"��•`��
DATE: 11\032014
05/26/2015
SJRWMD PERMIT #: IND -061-68172-22 FDOT FIN: 429695-1-94-01
Ln
REVISIONS:
REV. NO
DATE
DESCRIPTION:
1
07-12-13
ADDENDUM
0
2
08-28-14
ESI 1
3
09-23-14
ES12
4
11-03-14
ISSUED FOR CONSTRUCTION
5-
01-27-15
ES13
6
05-15-15
ES14
FDOT PROJECT: PFL0007956: Main Street Access Road
............
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ENGINEER OF RECORD *.0111151181#1
C. J4 /V JOB NO: X2613001
me* C003
AIRPORT DRIVE EAST 06., 10 DRAWN: DLW
MARK C. JANSEN, P.E. r56 CO)
AT P.E. # 56059
DESIGN: mi
SEBASTIAN MUNICIPAL AIRPORT 37 North Orange Ave., Suite 500 ;o
," D-o-
AMERI AN "0
Orlando, Florida 32801-2459 .O
'* CHECKED: MM
SEBASTIAN, FLORIDA I N FRASTRUCTURE ;61, 0 R N'� OVERALL PROJECT LAYOUT
407-992-6611 Office
DEVELOPMENT, INC. ;ON"��•`��
DATE: 11\032014
05/26/2015
EXISTING PEDESTRIAN
SIDEWALK
0
N
{
i
12" WHITE CROSS W
t
f
0+00.00
TRUNCATED DOME
NEW 5' PEDESTRIAN
SIDEWALK
SJRWMD PERMIT #: IND -061 -22 FDOT FIN: 429695-1-94-01
LO
C" REVISIONS:
REV. NO DATE DESCRIPTION:
TRUNCATED DOME
07-12-13
ADDENDUM 1
0
2
„-
ESI 1
/�
09-23-14
04
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01-27-15
24" WHITE STOP BAR
WHITE ARROW, TYP.
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0+00.00
TRUNCATED DOME
NEW 5' PEDESTRIAN
SIDEWALK
SJRWMD PERMIT #: IND -061 -22 FDOT FIN: 429695-1-94-01
LO
C" REVISIONS:
REV. NO DATE DESCRIPTION:
0
6" DOUBLEe YELLOW
„a a
GENERAL NOTES
1. Sidewalk curb ramps shall be constructed at locations that will provide continuous unobstructed pedestrian circulation path to pedestrian areas, elements and facilities
within the right of way and to accessible pedestrian routes on adjacent sites. Curbed facilities with sidewalks and those without sidewalks are to have curb ramps constructed
for all intersections and turnouts with curbed returns. To accommodate curb ramps, partial curb returns are to extend to the limits prescribed in Index No. 515. Ramps
constructed at locations without sidewalks are to have a landing constructed at the top of each ramp, see LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS.
2. When altering existing pedestrian facilities, where existing restricted conditions preclude the accommodation of a ramp slope of 1:12, a ramp slope between 1:12 and 1:10
is permitted for a rise of 6" maximum. Where compliance with the requirements for cross slope cannot be fully met, the minimum feasible cross slope shall be provided. Ramp
slopes are not required to exceed 15' in length.
3. If sidewalk curb ramps are located where pedestrians must walk across the ramp, then provide transition slopes to the ramp; otherwise a sidewalk curb may be required.
4. All sidewalks, ramps, and landings with a cross slope of 0.02 shown in this Index are 0.02 maximum. All ramp slopes shown in this Index as 1:12 are 1:12 maximum.
Landings shall have slopes less than or equal to 0.02 in any direction.
5. Grade breaks at the top and bottom of ramps shall be parallel to each other and perpendicular to the direction of the ramp slope.
6. Where a sidewalk curb ramp is constructed within existing curb, curb and gutter and/or sidewalk, the existing curb or curb and gutter shall be removed to the nearest joint
beyond the curb transition or to the extent that no remaining section of curb or curb and gutter is less than 5' long. Existing sidewalks shall be removed to the nearest joint
beyond the transition slope or to the extent that no remaining section of sidewalk is less than 5' long. For CONCRETE SIDEWALK details refer to Index 310.
7. Sidewalk curb ramp alpha -identifications are for reference purposes (plans, permits, etc.). Alpha -identifications CR -1 and CR -J were intentionally omitted.
8. Detectable warnings shall extend the full width of the ramp and to a depth of 2'. Detectable warnings shall be constructed in accordance with Specification Section 527. For
the layout of detectable warnings, refer to the TYPICAL PLACEMENT OF DETECTABLE WARNINGS details. Detectable warnings shall not be provided on transition slopes.
9. When detectable warnings are placed on a slope greater than 5%%%, domes shall be aligned with the centerline of the ramp; otherwise domes are not required to be
aligned.
10. Detectable warnings shall be required on sidewalks at:
a. Intersecting roads,
b. Median Crossings greater than or equal to 6' in width,
c. Railroad Crossings,
d. Signalized driveways.
11.Detectable Warnings - Acceptance Criteria:
a. Color and texture shall be complete and uniform.
b. 90% of individual truncated domes shall be in accordance with the Americans with Disabilities Act Standards for Transportation Facilities, Section 705.
c. There shall be no more than 4 non-compliant domes in any one square foot.
d. Non-compliant domes shall not be adjacent to other non-compliant domes.
e. Surfaces shall not deviate more than 0.10" from a true plane.
12. Detectable warnings shall be installed no greater than 5' from the back of curb or edge of pavement.
13. Detectable warnings shall not be installed over grade breaks.
FDOT PROJECT: PFL0007956: Main Street Access Road
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MJ MUNICIPAL AIRPORT DEVELOPMENT, INC.
NOTES: \\ \
1. ALL PAVEMENT MARKINGS SHALL `�
FOLLOW FDOT INDEX NO. 17346
2. ALL ROADWAY SIGNS SHALL FOLLOW 0 5' 10' 20'
FDOT INDEX NO. 11860
ISSUED FOR CONSTRUCTION
ENGINEER OF RECORD .•••"""'••.
�K C. JA '*.# JOB NO: X2613001
....... S
C101
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MARK C. JANSEN, P.E. DRAWN: DLW
P.E. # 56059 : * : No. ss s : * •
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37 North Orange Ave. Suite 500
a
Orlando, Florida 32801-2459 ;���•.•� o•• pP �N �CHECKED: MM SIGNING AND MARKING PLAN
407-992-6611 Office •, sS �
.&NA.. DATE: 11\03\2014
05/26/2015
1
07-12-13
ADDENDUM 1
0
2
08-28-14 - 4
ESI 1
3
09-23-14
ES12
4
11-03-14
ISSUED FOR CONSTRUCTION
N
5
01-27-15
ES13
6
05-15-15
ESI4
0
6" DOUBLEe YELLOW
„a a
GENERAL NOTES
1. Sidewalk curb ramps shall be constructed at locations that will provide continuous unobstructed pedestrian circulation path to pedestrian areas, elements and facilities
within the right of way and to accessible pedestrian routes on adjacent sites. Curbed facilities with sidewalks and those without sidewalks are to have curb ramps constructed
for all intersections and turnouts with curbed returns. To accommodate curb ramps, partial curb returns are to extend to the limits prescribed in Index No. 515. Ramps
constructed at locations without sidewalks are to have a landing constructed at the top of each ramp, see LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS.
2. When altering existing pedestrian facilities, where existing restricted conditions preclude the accommodation of a ramp slope of 1:12, a ramp slope between 1:12 and 1:10
is permitted for a rise of 6" maximum. Where compliance with the requirements for cross slope cannot be fully met, the minimum feasible cross slope shall be provided. Ramp
slopes are not required to exceed 15' in length.
3. If sidewalk curb ramps are located where pedestrians must walk across the ramp, then provide transition slopes to the ramp; otherwise a sidewalk curb may be required.
4. All sidewalks, ramps, and landings with a cross slope of 0.02 shown in this Index are 0.02 maximum. All ramp slopes shown in this Index as 1:12 are 1:12 maximum.
Landings shall have slopes less than or equal to 0.02 in any direction.
5. Grade breaks at the top and bottom of ramps shall be parallel to each other and perpendicular to the direction of the ramp slope.
6. Where a sidewalk curb ramp is constructed within existing curb, curb and gutter and/or sidewalk, the existing curb or curb and gutter shall be removed to the nearest joint
beyond the curb transition or to the extent that no remaining section of curb or curb and gutter is less than 5' long. Existing sidewalks shall be removed to the nearest joint
beyond the transition slope or to the extent that no remaining section of sidewalk is less than 5' long. For CONCRETE SIDEWALK details refer to Index 310.
7. Sidewalk curb ramp alpha -identifications are for reference purposes (plans, permits, etc.). Alpha -identifications CR -1 and CR -J were intentionally omitted.
8. Detectable warnings shall extend the full width of the ramp and to a depth of 2'. Detectable warnings shall be constructed in accordance with Specification Section 527. For
the layout of detectable warnings, refer to the TYPICAL PLACEMENT OF DETECTABLE WARNINGS details. Detectable warnings shall not be provided on transition slopes.
9. When detectable warnings are placed on a slope greater than 5%%%, domes shall be aligned with the centerline of the ramp; otherwise domes are not required to be
aligned.
10. Detectable warnings shall be required on sidewalks at:
a. Intersecting roads,
b. Median Crossings greater than or equal to 6' in width,
c. Railroad Crossings,
d. Signalized driveways.
11.Detectable Warnings - Acceptance Criteria:
a. Color and texture shall be complete and uniform.
b. 90% of individual truncated domes shall be in accordance with the Americans with Disabilities Act Standards for Transportation Facilities, Section 705.
c. There shall be no more than 4 non-compliant domes in any one square foot.
d. Non-compliant domes shall not be adjacent to other non-compliant domes.
e. Surfaces shall not deviate more than 0.10" from a true plane.
12. Detectable warnings shall be installed no greater than 5' from the back of curb or edge of pavement.
13. Detectable warnings shall not be installed over grade breaks.
FDOT PROJECT: PFL0007956: Main Street Access Road
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MJ SEBASTIAN, FLORIDA INFRASTRUCTURE
MJ MUNICIPAL AIRPORT DEVELOPMENT, INC.
NOTES: \\ \
1. ALL PAVEMENT MARKINGS SHALL `�
FOLLOW FDOT INDEX NO. 17346
2. ALL ROADWAY SIGNS SHALL FOLLOW 0 5' 10' 20'
FDOT INDEX NO. 11860
ISSUED FOR CONSTRUCTION
ENGINEER OF RECORD .•••"""'••.
�K C. JA '*.# JOB NO: X2613001
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C101
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MARK C. JANSEN, P.E. DRAWN: DLW
P.E. # 56059 : * : No. ss s : * •
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37 North Orange Ave. Suite 500
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Orlando, Florida 32801-2459 ;���•.•� o•• pP �N �CHECKED: MM SIGNING AND MARKING PLAN
407-992-6611 Office •, sS �
.&NA.. DATE: 11\03\2014
05/26/2015
MATCH EXISTING SIDEWALK
NEW 5' SIDEWALK
I�
EXISTING PULL BOX
TO BE ADJUSTED
�— PARCEL LINE
o NEW 5' SIDEWALK
LID
NEW RIGHT TURN LANE
(10' WIDE)
E �
MATCH EXISTING SIDEWALK
i
BEGIN OF TAPER
I
N SJRWMD PERMIT M IND -061-68172-22 FDOT FIN: 429695-1-94-01
0
I'l-) REVISIONS:
REV. NO DATE DESCRIPTION:
L2
1
07-12-13
ADDENDUM 1
0
2
08-28-14
ESI 1
3
09-23- 14
ESI 2
MJ
4
11-03-14
ISSUED FOR CONSTRUCTION
`D
5
01-27-15
ESI3
0
6
05-15-15
ES14
MJ
MUNICIPAL
AIRPORT
x'•888112110
DATE: 11\03\2014
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EXISTING PULL BOX
TO BE ADJUSTED
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o NEW 5' SIDEWALK
LID
NEW RIGHT TURN LANE
(10' WIDE)
E �
MATCH EXISTING SIDEWALK
i
BEGIN OF TAPER
I
N SJRWMD PERMIT M IND -061-68172-22 FDOT FIN: 429695-1-94-01
0
I'l-) REVISIONS:
REV. NO DATE DESCRIPTION:
L2
1
07-12-13
ADDENDUM 1
0
2
08-28-14
ESI 1
3
09-23- 14
ESI 2
MJ
4
11-03-14
ISSUED FOR CONSTRUCTION
`D
5
01-27-15
ESI3
37 North Orange a Ave. Suite 500
6
05-15-15
ES14
MJ
MUNICIPAL
AIRPORT
FDOT PROJECT: PFL0007956: Main Street Access Road
ISSUED FOR
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407-992-6611 Office
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PAVEMENT
< Fri
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INV. EL. 11.26
MAIN STREET INTERSECTION PLAN VIEW
AIRPORT DRIVE EAST
AT
SEBASTIAN MUNICIPAL AIRPORT
SEBASTIAN, FLORIDA
APROX LOCATION
EX. 6" WATER LINE
:,: APROX LOCATION
a a a EX°. 4" SANITARYLINE
4 41
APRX 110 LF — FUTURE 5'
NEW 15" ADS PIPE SIDEWALK NEW EDGE
CL F ROAD OF PAVEMENT
Y
4
DS INLET S-15
INVERT = 18.7 ADS INLET
GRATE ELEV = 21.15 INVERT = 18.5
(CONTRACTOR AND CITY GRATE ELEV = 21.15.
TO GRADE TO INLET) (CONTRACTOR AND CITY
TO GRADE TO INLET)
AMERICAN
INFRASTRUCTURE
DEVELOPMENT, INC.
0 10' 20' 40'
ISSUED FOR
CONSTRUCTION
ENGINEER OF RECORD
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MARK C: JANSEN, P.E.
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AIRPORT D R EAST
Orlando, Florida 32801-2459
407-992-6611 Office
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INTERSECTION PLAN
x'•888112110
DATE: 11\03\2014
05/26/2015
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NEW 5' SIDEWALK
C 1
BEGIN OF ROAD '
I j eh REHAPILITATION
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APROX LOCATION 1
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MATCH TO EXISTING
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EXISTI G GUARDRAIL�
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EXIS ING SLOPE
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EXISTING 36" 3
F
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.XISI�T 42" '
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IPE INV. 16.59 r
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APROX LOCATION
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APROX LOCATION
APRX. 22 LF 2 X EX. 12" POWER LINES ,....._..- -�».��_ '' / EXISTING
NEW 18" RCP
- S-1 FDOT TYPE D INLET POWER POLE
INVERT = 16.00
3 GRATE ELEV = 18.00.
NEW 18" RCP INV. EL 15.59 SEE C201A FOR PROFILE ----"'
_
6-2`'FD6T TYPED INLET
...o ..........:.....
,,....�.:.•:� :. INV = 16.59 ,.:...�.,. APROX LOtATtON .�.�..-...,_.�...
�$ INV = 15.59 �` 2 X EX. 12" POWER LINES k �
LF NEW 30" CMR
G TE EL = 1,91.25._..........._......' '--'
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C ,r ._ DS PI E
-19
} _. a ...
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/ I ; V. EL. = 11.25 N:» /
... ER - ADS INLET /�
/ EXISTING SIGN '�
a. ..�.:.....µ,. :,. �' ,1 T 18:7 ..,.�...
<./ k ,�" .>: ... ... _ ADS INLET ,.
NEW 1
jj - 1
O NEW 5' SIDEWALK ' ': : " / !.,• _ _ _.- :}....
w k 1 :r'" ! GRATE ELEV - 21.15
TO BE ADJUSTED J1•, ` :.; INVERT 18.5 »» r ,., INVERT = 1"8.3..".:
EXT ND 42 PIPE 24 ". 1 J 1"`
'... M 1.f 1, 32 _ -,. -.... »... ............... .�,.,.�„�..... 1w__
GRATE ELEV - 21.15 -» �...........
NOTE: I a = w »,..:.» ._ .
EEE[
INV. EL. 11.26 +^: / _ 7E ELEV 21 ADO »... "- __........
(CONTRACTOR AND CITY '� "'GRA
€ EXISTING PULL BOX RUBBLE RIP -RAP PER FDOT STANDARD PECIFICATIONS FOR ROAD AND
GRADE TO II W) (CO -(CONTRACTOR�ND CITY w
(CONTRACTOR AND CITY
' TO GRADE TO INLET)
TO BE ADJUSTED BRIDGE CONSTRUCTION - JANUARY 20 - SECTION 530 IP RAP PLAN` yE. L.'' -'`" TOG DE TO INLE ,✓�' -
Q _ 'a
oGRADE BREAK STA = 0+00.00
N 22 ELEV = 21.729
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SJRWMD PERMIT #: IND -061-68172-22
FDOT FIN: 429695-1-94-01
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SJRWMD PERMIT #: IND -061-68172-22
FDOT FIN: 429695-1-94-01
o
REVISIONS:
REV. NO
DATE
DESCRIPTION:
1
07-12-13
ADDENDUM 1
0
N
2
08-28-14
ES11
3
09-23-14
ES12
QD
4
11-03-14
ISSUED FOR CONSTRUCTION
QD
5
01-27-15
ESI 3
6
05-15-15
ES14
-0.36%
EXISTING GRADE
GRADE BREAK STA = 2+00.00 GRADE BREAK STA = 2+50.00 NEW ROAD SURFACE
ELEV = 21.040 00/o ELEV 21.200
0.
EX.
EX. SANITARY
TOP F-1. = 13.53'
42" RCP APRX. EL. -11.25'
BELOW G RAPH
OWN AS REFERANCE ONLY)
EX. FIBER OPTIC
TOP EL. = 15.48'
2 -EX. FPL LINES
TOP EL. = 15.48'
TOP EL. = 15.10'
_ 2 -EX. FPL LINES
TOP EL. = 13.83'
TOP EL. = 12.83'
-0.05%
I
20-
0-
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18—
16-
1
14-
12
4---
12
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NN CVN NN CVN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
FDOT PROJECT: PFL0007956: Main Street Access Road PROFILE VIEW ISSUED FOR CONSTRUCTION
ENGINEER OF RECORD ,�•.•.61Ilots'#*
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MJ AIRPORT DR EAST
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MJ SEBASTIAN, FLORIDA INFRASTRUCTURE Orlando, Florida 32801-2459 : �,0 ,:
MJ 407-992-6611 Office %��FsS��°.R1O•• �� CHECKED: MM AIRPORT DR E PLAN AND
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�'•�•....••`�� DATE: 11\03\2014
05/26/2015
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SJRWMD PERMIT #: IND -061-68172-22 FDOT FIN: 429695-1-94-01
"'
REVISIONS:
REV. NO
DATE
DESCRIPTION:
1
07-12-13
ADDENDUM 1
0
2
08-28-14
ES11
3
09-23-14
ES12
4
11-03-14
ISSUED FOR CONSTRUCTION
N
5
01-27-15
ESI 3
6
05-15-15
ES14
—0+50
i
—0+25
—0+50
OPTION SHOWN USES EXISTIf G 36" CMP IN PLACE.
ALTERNATIVE WOULD BE TO ( SE NEW 30" ROUND
PIPE ALL THE WAY ACROSS. 113R USE THE 36" THAT
IS ALREADY ON-SITE.
00
DR. SIDEWALK
PROPOSED GROUND
S-2 FDOT TYPE D STRUCTURE
RIM EL. = 19.25'
NN BOTTOM OF POND
' PROPOED GRADE
18' _ _ ` ----'--EXISTING GROUND
i _ J -NEW. 30" STORM NEW. 30" STOR'A
INV. EL. STORM 16.59.----_,--*. INV. EL. = 16.59'INV. EL. = 16.59'
16' ; ' - NEW. 18" STORM
_ INV. EL. = 15.59'
EXISTING FIBER OPTIC
X. 36" STORM _ - TOP EL 15.48' EXISTING POWER
INV. EL. = 14.44' _ - TOP EL 15.48'
14' EXISTING SANITARY AND 15.10'
TOP EL 13.53'
0+00 0+25 0+50 0+75
PROFILE VIEW OF 30" TO EXISTING 36 ERCP
CROSSING BRUSHFOOT DR.
SCALE: HORZ. 1" = 20'
VERT. 1" = 2'
S-2 FDOT TYPE D STRUCTURE
RIM EL. = 19.25'
NEW. 18" STORM -
16' --- INV. EL. = 15.59'
14'-
-0+25
4'r-0+25
0+00
EXISTING
GROUND
PROPOSED GROUND
0+25
"EXISTING OPTION" US =S AN
CONCRETE COLLAR TJOIN
TO EXISTING PIPE.
1+00 „
S-1 FDOT TYPE D STRUCTURE
RIM EL. = 18.00'
NEW. 18" STORM
INV. EL. = 16.00'
PROFILE VIEW OF 18" RCP
SCALE: HORZ. 1 If = 20'
VERT. 1" = 2'
AIRPORT DRIVE EAST
AT
SEBASTIAN MUNICIPAL AIRPORT
SEBASTIAN, FLORIDA
0+75
1+25
1+)0
1+50
ISSUED FOR CONSTRUCTION
ENGINEER OF RECORD ..•`"""'�•.
JA JOB JOB NO: X2613001
® MARK C. JANSEN, P.E. �.{'� SEN' F' ti
RAWN: DLW
P.E. # 56059 = N,. ssoLD 1, •
.�k•
AMERICAN 37 North Orange Ave., Suite 500 � F W DESIGN: MJ
Orlando, Florida 32801-2459 % �.� A : 1%
INFRASTRUCTURE INFRASTRUCTURE ; F'•.. RCP•' �� CHECKED: MM
DEVELOPMENT, INC. 407-992-6611 Office %ss/pN��
4#8111..�••� DATE: 11\03\2014
05/26/2015
C201A
AIRPORT DR EAST
PIPE CROSSINGS
BRUSHFOOT DR
. ................
_ ......... ._
r..l.........::..: M .......
ADS INLE„......, ...•.:N'
JE=RT...=.._1":8;3 .... _
LEV = 21.00
;.
o R,A.ND CITY T '
L RUBBLW-RA1fE-R FD( ,T STANDARD SPECIFICA
Q---BRtDGE CONSTRUCTION - MNUARY2015 ;SE 7161
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------.4-JG....................... _........-�:iGE......-----•--.... € E-----._........_._............ UGE................................ UGC................. --UG -- .-UGE.. USE.....
µ
0
N GRADE BREAK STA = 6+50.00
ELEV = 21.000
oNONE
n
"'INVERT •17.6'
C" INLET
N
Q
(CONTRACTOR AND CITY
V= 20.95'
................................ .............................................................
_........................................................... .... 20
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0
n,
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"'INVERT •17.6'
C" INLET
_ _�GRAT =21:00 ,
Q
(CONTRACTOR AND CITY
V= 20.95'
TO GRADE TO INLET)
SND CITY
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ON
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SJRWMD PERMIT #: IND -061-68172-22
FDOT FIN: 429695-1-94-01
0
r`'
REVISIONS:
REV. NO
DATE
DESCRIPTION:
”
1
07-12-13
ADDENDUM 1
0
2
08-28-14
ESI 1
0
3
09-23-14
ES12
75
4
11-03-14
ISSUED FOR CONSTRUCTION
75
5
01-27-15
ES13
6
05-15-15
ES14
P-
C)O 0O �O 0) C14
N N N N N N N N
6+50 7+00
FDOT PROJECT: PFL0007956: Main Street Access Road
EOR
MJ'
mi
mi
mi
MJ
MJ MUNICIPAL AIRPORT
12"
# � k
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hti �k
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S-7.
MFfi INV. 17.47 4.
24" RCP
PLAN VIEW
NEW ROAD SURFACE
EXISTING'GRADE
0.04%
I
FDOT TYPE "C" INLET
"'INVERT •17.6'
C" INLET
_ _�GRAT =21:00 ,
:RT=17.5'
(CONTRACTOR AND CITY
V= 20.95'
TO GRADE TO INLET)
SND CITY
fir'"'
I)
........................................................................................... 20............. ...... ..._................................
kir-In, eo" rrP
I
...... . .......................................... .......... _.............. ...... 18 ........................................................
,IEW 18" RCP
PROFILE VIEW
10
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r r r r CD CD
t— r r r r � r r r — � r
NN NCV NN NN NN NN NN NN NN NN NN NN NN NN NN NN
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
ISSUED FOR CONSTRUCTION
ENGINEER OF RECORD .•••"""'••.
.� K C. JqN .� JOB NO: X2613001
AIRPORT DRIVE EAST ® ; ��P�� •EN•*'- 4- C202
MARK C. JANSEN, P.E. ;• 4$ •; DRAWN: DLW
AT P.E. # 56059 ; N 5 5
SEBASTIANTIAN
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DESIGN: MJ
AIRPORT DR
EAST
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Orlando, Florida 32801-2459 �.� •..•� ���' AIRPORT D R E PLAN AND
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SJRWMD PERMIT #:
IND -061.-68172-22
FDOT FIN: 429695-1-94-01
REVISIONS:
REV. NO
DATE
DESCRIPTION:
0
1
07-12-13
ADDENDUM 1
N
2
08-28-14
ESI 1
3
09-23-14
ES12
4
11-03-14
ISSUED FOR CONSTRUCTION
N
5
01-27-15
ES13
6
05-15-15
ES14
PLAN VIEW
GRADE BREAK STA = 13+50.00
ELEV = 21.250
\\— EXISTIN GRADE
EX 15" RCP
EL. -16.6'
0/
-0-61%
PROFILE VIEW
Op Com M� �M tflN Com NO Oto d.M NO Oto �N
Ir- CD ON pN pN CD co pN pN O� Om .11- O� ao�
O O OO O O O� O� Op CAP Op O O
N N N N N N N N N N N N N N N N N v- N v- N
12+00 12+50 13+00 13+50 14+00 14+50
FDOT PROJECT: PFL0007956: Main Street Access Road
EOR
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RPORT DRIVE EAST
MJ"
MJ AT
MJF
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MJ �,�, �.
MJ SEBASTIAN, FLORIDA INFRASTRUCTURE
MJ MUNICIPAL AIRPORT DEVELOPMENT, INC.
NEW ROAD SURFACE
10' 20' 40'
NOTE:
RUBBLE RIP -RAP PER FD ' ---r STANDARD SPECIFICATIONS FOR RC
BRIDGE CONSTRUCTI,, - ANUARY 2015 - SECTION 530 RIP RAP
GRADE BREAK STA = 15+75.00
ELEV = 19.868
20
in. =
—14-
-12 W
10CF) LO
`
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C11) �CJ W Ir"
00
O O C=; O p O O
TN T_ 04 T-CNr-x-
15+00 15+50 16+00 16+50 17
ISSUED FOR CONSTRUCTION
ENGINEER OF RECORD ��.•'"' • "•s•.,
'C:NgNs�y, JOB NO: X2613001 C203
MARK C. JANSEN, P.E. : NO pR,9lA/N: DLW
P.E. # 56059 : y� :
•/,
37 North Orange Ave., Suite 500 : o o ; W DESIGN: MJ AIRPORT DR EAST
Orlando, Florida 32801-2459 0,o .•,c •• ��;
407-992-6611 Office '%Fs ••••••:: •�`� , CHECKED: MM AIRPORT DR E PLAN AND
,'••$�DN`;•DATE: 11PROFILE
\03\2014
05/26/2015