13 16
15
14
2422 23
1
13
28
234
9
10
11
15
16
27 26
36
33
34 35
21
18
19
30
31
24
25
Marsh
Pt.
North
Fort Myers
Salavista
Bayshore
Manor
Canal
Marsh
Pt.
River
Yellow
Cr.
Fever
AIRPORT
PINE SHADOWS
(PVT.)
Boulevard
Island
Road
Shore
Road
Anderson
Blvd
BayAv
e.Cleveland
OKEEC
HOBEE
WAT
ERW
AY
WARD
ISLAND
78A
867A
45
739
S
FS
FS
FS
FS
78
41
BUSINESS
41
82
80
739
Pop. 48,208
MYERS
FORT
6:32:38 PM P:\Lee_LittletonKismet\CN160459\signing\KEYSSP01.DGNAAguila 9/30/2018
EXPRESSWAY
TU
RNPIK
E
10
PENSACOLA FORT WALTON
BEACH
PANAMACITY
CHIPLEY
TALLAHASSEE
75
10
295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND4
NEW PORT RICHEY
TAMPA
754
LAKELAND
MELBOURNE -COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON
75
95
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
CITY
LAKE
SHEET DESCRIPTIONSHEET NO.
CONTRACT PLANS
DEPARTMENT OF TRANSPORTATION
PUBLIC WORKS ADMINISTRATION
COUNTY COMMISSIONERS
LEE COUNTY BOARD OF
PLANS OF PROPOSED
N
R-2
4-E
R-2
3-E
R-2
5-E
R-2
4-E
T-43-S
T-44-S
T-43-S
T-44-S
R-2
4-E
R-2
3-E
R-2
5-E
R-2
4-E
LOCATION OF PROJECT
FLO
RID
A'S
BEACH LINE
MYERS FORT
TOCAPE CORAL
TO
PUNTA GORDA TO
TICE TO
LEIGH ACRES TO
FORT MYERS TO
https://goo.gl/maps/tz7mkKWKJV42
LITTLETON / KISMET REALIGNMENT
IN PROGRESS
60% PLANS
STA. 6+00.00
BEGIN PROJECT
STA. 27+23.85
END PROJECT
GORDAPUNTA
TO
PINE ISLANDTO
COUNTY PROJECT NO. CN160459
SIGNING AND PAVEMENT MARKING PLANS
NO.
SHEET
S-1
SIGNING AND PAVEMENT MARKING
SHOP DRAWINGS TO BE SUBMITTED TO:
ENGINEER OF RECORD:
PAVEMENT MARKING PLANS
SIGNING AND
LEE COUNTY PROJECT MANAGER:
VINCENT J. MILLER, P.E.
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL.
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
CERTIFICATE OF AUTHORIZATION NO. 3114
VENDOR NO. F650197775003
CONTRACT NO. C9651
TELEPHONE (888) 627-4144
TAMPA, FLORIDA 33619
3802 CORPOREX PARK DRIVE, STE. 225
AIM ENGINEERING & SURVEYING, INC.
P.E. NO.: 76008
ADAM AGUILA, P.E.
INDEX OF SIGNING & PAVEMENT MARKING PLANS
S-1 KEY SHEET
S-2 TABULATION OF QUANTITIES
S-3 GENERAL NOTES
S-4 - S-11 SIGNING AND PAVEMENT MARKING PLANS
S-12 GUIDE SIGN WORKSHEET
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\TABQSP01.DGN6:32:38 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
TABULATION OF QUANTITIES
S-2
TABULATION OF QUANTITIES
NO.
ITEM
PAY
DESCRIPTION UNIT
SHEET NUMBERS
SHEET
THIS
TOTAL
TOTAL
GRAND
S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
0700 1 11 Single Post Sign, F&I Ground Mount, up to 12 SF AS
0700 1 12 Single Post Sign, F&I Ground Mount, 12-20 SF AS
0700 1 50 Single Sign Post, Relocate AS
0700 1 60 Single Post Sign, Remove AS
0700 2 60 Multi-Post Sign, Remove AS
0700 3401 Sign Panel, Install, up to 12 SF EA
0700 3601 Sign Panel, Remove, up to 12 SF EA
0700 6 21 Highlighted Sign, F&I Ground Mount, Solar Powered, up to 12 SF AS
0705 10 1 Object Marker, Type 1 EA
0705 10 4 Object Marker, Type 4 EA
0710 90 Painted Pavt. Markings Final Surface LS
* Retro-Reflective Pavt. Markers EA
* Painted Pavt. Markings, Std., White, Solid, 6" GM
* Painted Pavt. Markings, Std., White, Solid, 8" GM
* Painted Pavt. Markings, Std., White, Solid, 12" LF
* Painted Pavt. Markings, Std., White, Solid, 18" LF
* Painted Pavt. Markings, Std., White, Solid, 24" LF
* Painted Pavt. Markings, Std., White, Skip, 10-30, 6" GM
* Painted Pavt. Markings, Std., White, 2-4 Dotted Guideline/6-10 Dotted Extension Line, 6" GM
* Painted Pavt. Markings, Std., White, Message or Symbol EA
* Painted Pavt. Markings, Std., White, Arrows EA
* Painted Pavt. Markings, Std., White, Yield Line LF
* Painted Pavt. Markings, Std., Yellow, Solid, 6" GM
* Painted Pavt. Markings, Std., Yellow, Solid, 18" GM
* Painted Pavt. Markings, Std., Yellow, 2-4 Dotted Guideline/6-10 Dotted Extension Line, 6" GM
0711 11123 Thermo., Std. White, 12" Solid for Crosswalk and Roundabout LF
0711 11124 Thermo., Std. White, 18" Solid for Diagonal or Chevron LF
0711 11125 Thermo., Std. White, 24" Solid for Stop Line and Crosswalk LF
0711 11141 Thermo., Std. White, 2-4 Dotted Guideline, 6" GM
0711 11144 Thermo., Std. White, 2-2 Dotted Guideline, 12" GM
0711 11170 Thermo., Std. White, Arrow EA
0711 11180 Thermo., Std. White, Yield Line LF
0711 11224 Thermo., Std. Yellow, Solid, 18" for Diagonal or Chevrons LF
0711 11241 Thermo., Std. Yellow, 2-4 Dotted Guideline/ 6-10 Dotted Extension Line, 6" GM
0711 14160 Thermo., Preformed, White, Message EA
0711 14170 Thermo., Preformed, White, Arrow EA
0711 16 101 Thermo., Std. Other Surface, White, Solid, 6" GM
0711 16 102 Thermo., Std. Other Surface, White, Solid, 8" GM
0711 16 131 Thermo., Std. Other Surface, White, Skip 10-30 6" GM
0711 16 201 Thermo., Std. Other Surface, Yellow, Solid, 6" GM
* THESE QUANTITIES ARE PAID FOR UNDER PAINTED PAVEMENT MARKINGS (FINAL SURFACE), LUMP SUM - ITEM NO. 710-90. THE QUANTITIES SHOWN ARE FOR ONE APPLICATION; SEE SPECIFICATION 710 FOR THE NUMBER OF APPLICATIONS REQUIRED.
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\GNNTSP01.DGN6:32:39 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
==================================
SIGNING AND PAVEMENT MARKING NOTES
GENERAL NOTES S-3
KISMET PARKWAY AND LITTLETON ROAD REALIGNMENT, UNLESS OTHERWISE NOTED.
3. ALL PARTIAL STATIONS AND OFFSETS ARE IN REFERENCE TO THE BASELINE OF CONSTRUCTION FOR THE
BE FROM INSIDE TO INSIDE OF 12" LONGITUDINAL STRIPES.
2. UNLESS OTHERWISE NOTED ON PLAN SHEETS, ALL CROSSWALK WIDTH MEASUREMENTS SHALL
1. ALL FINAL PAVEMENT MARKINGS SHALL BE STANDARD THERMOPLASTIC, UNLESS OTHERWISE NOTED.
0700 1 60
R6-1R
36"x12"
0700 3401 ONE WAY
STOP
NE 23 PL
NE 23 PL
KISMET PKWY
KISMETPKWY
7+20
2 AS
1 AS
1 AS
ONE WAY
R6-1R
36"x12"
0700 1 11
7+00
1 AS
EXISTING TO REMAIN
LIM
IT
SP
EE
D
45
R2-1
30"x36"
0700 1 11
LIM
IT
SP
EE
D
45
2 AS
5+90
6 7 8 9
KISMET PKWY. E.
£ CONST.
6" WHITE
RPM'S @ 40' O.C.
SKIP W/W/R
6" WHITE 10-30
RPM'S @ 40' O.C.
SKIP W/W/R
6" WHITE 10-30
6" YELLOW
10'
10'
10'
10'
10'
10'
DIRECTIONAL ARROW (TYP.)
12'
11'
11'
12'
6" WHITE
@ 20 O.C.
18" WHITE
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
6+20
10 40
Feet
0
N
6+70
EXIST. R/W LINE
6" WHITE
6+64
STA. 6+00.00
MATCH EXISTING
BEGIN PAVEMENT MARKINGS
RPMS @ 20' O.C
8" WHITE W/W/R
7+05
7+55
6" DBL. YELLOW
7+25
6+98
7+13
24" WHITE
EXISTING TO REMAIN
NE 2
3R
D P
L.
7+25
7+93
8+61
WATER
SAN
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP01.dgn6:32:40 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
S-4
SIGNING AND PAVEMENT
MARKING PLAN
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
9+00.0
0
STOP
R1-1
36"x36"
0700 6 21
STOP R1-1
36"x36"
0700 6 21
W3-1
30"x30"
0700 1 11
0700 1 60 0700 2 60
0700 1 50
ST
OP
KISMETPKWY
KISMETPKWY
Christian Center
King's Way
NE 24 AV
NE 24 AV
Christian Center
King's Way
102+62
101+13
1 AS
1 AS
1 AS
1 AS
9+34
Existing to Remain
1 AS 1 AS
99+95
ST
OP
0700 3601 1 EA
R4-7
24"x30"
0700 1 11 1 AS
OM1-1
0705 101 1 AS
18"x18"
10+60A
DO
PT A S
TR
EET
PAR
KW
AY M
AIN
TAIN
ED B
Y
NEXT 3 MIL
ES
SEE SHEET S-10£ CONST. LITTLETON RD.RELOCATED FROM STA. 202+91
NE 24 AV
NE 24 AV
LITTLETONRD
LITTLETON RD
10+60
SEE SHEET S-10£ CONST. LITTLETON RD.RELOCATED FROM STA. 200+56
14+60
100
101
102
103
9 10 11 1213
14
9+51
9+54
9+26
10+54
10+75
11+29
10+54
LITTLETON ROAD
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE
24" WHITE
24" WHITE
6" WHITE
RPM'S @ 40' O.C.
SKIP W/W/R
6" WHITE 10-30
£ CONST.
6" YELLOW
6" YELLOW
¡ CONST. 24TH AVE.
10'
10'
10' 10'
DIRECTIONAL ARROW (TYP.)
10+95
SKIP
6" WHITE 2-4
12'
11'
11'
@ 20' O.C
W/R RPMS
8" WHITE W/
@ 20 O.C.
18" WHITE
9+29
10+79
RPM'S @ 40' O.C.
SKIP W/W/R
6" WHITE 10-30
11'
11'
11'
11'
11'
11'
11'
102+62
EXIST. R/W LINE
EXIST R/W LINE
LINE
EXIST. R/W
PROP. R/W LINE
9+54
9+25
NE 2
4T
H A
VE.
N10 40
Feet
0
101+20
6'
6'
12" WHITE
12" WHITE
10'10'
10+54
9+83
10+20
KISMET PKWY. E.
@ 40' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
RPM'S @ 20' O.C.
6" WHITE W/W/R
@ 40' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
10+75
9+54
¡ CONST. 24TH AVE.
STA. 100+80.00
MATCH EXISTING
BEGIN PAVEMENT MARKINGS
9+78
10+29
BIKE SYMBOL & ARROW (TYP.)
PRE-FORMED THERMOPLASTIC
6-10 SKIP
6" YELLOW
102+62
10+69
REMOVE STOP SIGN PANEL
PROPERTY LINE
11+75
12+71
13+68
WATER
WATER
SAN
SAN
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP02.dgn6:32:40 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
9
S-5
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
9+00.0
0
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
14
+60.0
0
MARKING PLAN
SIGNING AND PAVEMENT
¡ CONST. 24TH AVE.
MATCHLINE STA. 103+20.00
STOP R1-1
30"x30"
DIVIDED
HIGHWAY
R6-3
30"x24"
ONE WAY R6-1R
36"x12"
ONE WAY
R6-1L
36"x12"
0700 1 12
STOP R1-1
30"x30"
DIVIDED
HIGHWAY
R6-3
30"x24"
ONE WAY R6-1L
36"x12"
ONE WAY
R6-1R
36"x12"
0700 1 12
STOP
W14-2
30"x30"
0700 1 11
W2-6
30"x30"
0700 1 11
OM1-1
18"x18"
0705 10 1
18+30
17+75
1 AS
1 AS
1 AS
1 AS
1 AS
3 AS
19+23
18+32
30"x30"
R1-1
0700 1 11 1 AS
208+05
OUTLET
NO
W1-7
48"x24"
0700 1 11 1 AS
207+88
208+04
207+962
07+80
205 206 207 208 209 210
15
16
17
18
19 20
17+49
17+49
18+76
18+51
17+26
17+42
4'
4'
11'
11'
11'
11'
10'
10'
10'
10'
24" WHITE
6" YELLOW
6" YELLOW 6-10 SKIP
6" WHITE
24" WHITE
6" WHITE
6" WHITE
24" WHITE
6" WHITE
6" YELLOW
6" WHITE .
£ CONST.
12" WHITE
11'
11'
12'
12'
17+80
18+26
DIRECTIONAL ARROW (TYP.)
11'
11'
EXIST R/W LINE
EXIST R/W LINE
PROP. R/W LINE
208+28
18+70
18+44
17+65
55' RT.
18+00
85' RT.
18+00
W/R RPM'S @ 40' O.C.
6" WHITE 10-30 SKIP W/
10 40
Feet
0
N
@ 40' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
RPM'S @ 20' O.C.
6" WHITE W/W/R
W/R RPM'S @ 40' O.C.
6" WHITE 10-30 SKIP W/ RPMS @ 20' O.C.
6" DBL. YELLOW W/Y/Y14'14'
12" WHITE
208+03
54' LT.
18+00
16+15
16+65
207+24 20' RT.
207+83
18+51
18+21
18+25
18+42
17+58
17+75
10'
10'
17+55
18+55
17+49
18+51
BIKE SYMBOL & ARROW (TYP.)
PRE-FORMED THERMOPLASTIC
£ CONST. LITTLETON RD.
15+80
15+60
14+64
11'
11'
11'
RPMS @ 40' O.C.
6" DBL. YELLOW W/Y/Y
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP03.dgn6:32:41 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
S-6
SIGNING AND PAVEMENT
MARKING PLAN
£ C
ON
ST.
LIT
TLE
TO
N
MA
TC
HLIN
E S
TA.
204
+80.0
0
£ C
ON
ST.
LIT
TLE
TO
N
MA
TC
HLIN
E S
TA.
210
+14.0
0
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
20
+20.0
0
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
14
+60.0
0
211 212
21
2223
24
25
10'
10'
10'
10'
11'
11'
11'
11'
11'
14'
LITTLE
TO
N R
D.
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE
8" WHITE
8" WHITE
8" WHITE
6" WHITE
8" WHITE
6" WHITE
12" WHITE
6" YELLOW
6" YELLOW
6" WHITE
£ CONST.
69'R
6" YELLOW
12" WHITE
24" WHITE (TYP.)
24" WHITE (TYP.)
@ 20 O.C.
18" WHITE
24" WHITE (TYP.)
24" WHITE (TYP.)
24" WHITE (TYP.)
6" YELLOW
@ 20' O.C
W/R RPMS
6" WHITE W/
@ 20' O.C
W/R RPMS
6" WHITE W/
@ 20' O.C
W/R RPMS
6" WHITE W/
@ 20' O.C
W/R RPMS
8" WHITE W/
@ 20' O.C
W/R RPMS
8" WHITE W/
@ 20' O.C
W/R RPMS
8" WHITE W/
DIRECTIONAL ARROW (TYP.)
14'
+42
+04
+14
+00
+92
+92
+16
6" YELLOW
6" YELLOW
6" WHITE 2-4 SKIP
@ 10' O.C.
18" YELLOW
14'
14'
14'
(TYP.)
24" WHITE
@ 20 O.C.
18" WHITE
@ 20 O.C.
18" WHITE
+77
EXIST R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
+98
+98
+10
+47
+92
+84
+88
+93
+83
+90
+81
+25
+33
+72
14'
+21
+30
+42
+28
+23
+45
+08
11'
11'
11'
11'
¡ CONST. CORBETT RD.
+02
RPM'S @ 40' O.C.
SKIP W/W/R
6" WHITE 10-30
@10' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
RPMS @ 20' O.C
8" WHITE W/ W/R
12" WHITE
+57
W/ YIELD LINE (TYP.)
PREFORMED PAVT. MESSAGE
RPMS @ 40' O.C.
6" DBL. YELLOW W/Y/Y
W/W/R RPM'S @ 40' O.C.
6" WHITE 10-30 SKIP
6" YELLOW
RPMS @ 20' O.C
8" WHITE W/ W/R
12" WHITE
+72
LITTLETON RD.
12" WHITE
+36
+67
BIKE SYMBOL & ARROW (TYP.)
PRE-FORMED THERMOPLASTIC
+71
+32
+49 10'
10'
10'
10'
10'
10'
+64
+14
+78
+90
6" WHITE 2-4 SKIP
6" WHITE 2-4 SKIP
130'R
12" WHITE 2-2 SKIP
12" WHITE 2-2 SKIP
12" WHITE 2-2 SKIP
2-2 SKIP
12" WHITE
+40
6" WHITE
12" WHITE
+28
+28
22'
+52
+48
+46
11'
11'
+90
W/W/R RPM'S @ 40' O.C.
6" WHITE 10-30 SKIP
MESSAGE & ARROW
PREFORMED MERGE PAVT.
+03
+16
+16
£ CONST. LITTLETON RD.
STA. 212+97.08
END PAVEMENT MARKINGS
£ CONST. LITTLETON RD.
+27
+20
RPMS @ 20' O.C
6" WHITE W/W/R
EXIST. R/W LINE
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP04.dgn6:32:41 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
S-7
£ C
ON
ST.
LIT
TLE
TO
N
MA
TC
HLIN
E S
TA.
210
+14.0
0£ C
ON
ST.
MA
TC
HLIN
E S
TA.
20
+20.0
0
¡ CON
ST. C
ORBETT
RD.
MATC
HLI
NE S
TA. 3
04+2
0.00
MARKING PLAN
SIGNING AND PAVEMENT
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
25+80.0
0
N10 40
Feet
0
(SAME PLAN LIMITS)PLAN SHEET FOR SIGNING NOTE: REFER TO THE NEXT
R6-4A
48"x24"
0700 1 11
YIELD
R1-2
0700 1 11
YIE
LD
R1-2
0700 1 11
YIE
LD R1-2
0700 1 11
W11-15
30"x30"
W16-7PL
24"x12"
0700 1 11
OM4-1
18"x18"
0705 10 4
W11-15
30"x30"
W16-7PL
24"x12"
0700 1 11
W11-15
30"x30"
W16-7PL
24"x12"
0700 1 11
OM1-1
18"x18"
0705 10 1
R3-8LT TR
36"x36"
0700 1 11
R2-1
30"x36"
0700 1 11
0700 2 60
0700 1 60
0700 1 60
0700 1 60
0700 1 60
LIM
IT
SP
EE
D
45
STOP
ALL W
AY
STOP
ALL WAY
LITT
LETO
NRD
LITTLETONRD
RD
CORBETT
RD
CORB
ETT
0700 1 60
20+35
23+1
4
23+65
23+9
6
24+29
24+46 24+74
22
+83
22+86
1 AS
2 AS
1 AS
1 AS
1 AS
1 AS
2 AS
2 AS
2 AS
2 AS
3 AS
3 AS
22+60
22+4
3
304
+58
304+48
20+80
LITTLETON RD.
LITTLE
TO
N R
D.
CO
RB
ETT R
D.
1 AS
1 AS
1 AS
1 AS 0700 1 60
212+97
R4-7
24"x30"
0700 1 11 1 AS
25+28
48"x48"x48"
48"x48"x48"
48"x48"x48"
W4-2
0700 1 11 1 AS
24+78
36"x36"
BIK
E L
ANE
EN
DS
R3-17
24"x18"
0700 1 11 1 AS
R3-17bP
24"x8"
BIK
E LA
NE
R3-17
24"x18"
0700 1 11 1 AS
R3-17aP
24"x8"
AH
EA
D
21+72
21+86
304+56
GS-2
GS-1
0700 1 11 2 AS
0700 1 11 1 AS
22
+81
24+30
23+4
2
211 212
21
2223
24
25
10'
10'
£ CONST.
EXIST R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
11'
11'
¡ CONST. CORBETT RD.
£ CONST. LITTLETON RD.
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP05.dgn6:32:42 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
S-8
£ C
ON
ST.
LIT
TLE
TO
N
MA
TC
HLIN
E S
TA.
210
+14.0
0£ C
ON
ST.
MA
TC
HLIN
E S
TA.
20
+20.0
0
¡ CON
ST. C
ORBETT
RD.
MATC
HLI
NE S
TA. 3
04+2
0.00
MARKING PLAN
SIGNING AND PAVEMENT
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
25+80.0
0
N
10 40
Feet
0
MARKINGS (SAME PLAN LIMITS)PLAN SHEET FOR PAVEMENT NOTE: REFER TO THE PREVIOUS
ON
LY
R3-8LT T
36"x36"
0700 1 11
W2-6
30"x30"
0700 1 11
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
0700 1 60
0700 1 60
0700 1 60
LIM
IT
SP
EE
D
40
ST
OP
ALL
WA
Y
0700 1 50
1 AS
1 AS
1 AS
1 AS
1 AS
29+00
26+10
2 AS
26
27 28 29
LITTLETON R
D.
10'
12'
6" WHITE
@ 10' O.C.
18" YELLOW
300' R
300' R
EXIST. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
11'
11'
11'
11'
£ CONST.
@ 20' O.C
W/R RPMS
6" WHITE W/
18" YELLOW @ 10' O.C.
10 40
Feet
0
N
@ 40' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
@10' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
@10' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
+92
+79
+96
+96
STA. 27+23.86
MATCH EXISTING
END PAVEMENT MARKINGS
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP06.dgn6:32:43 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
S-9
£ C
ON
ST.
MA
TC
HLIN
E S
TA.
25+80.0
0
MARKING PLAN
SIGNING AND PAVEMENT
OM4-1
18"x18"
0705 10 4
W3-1
30"x30"
0700 1 11
0700 1 60
0700 1 50
AD
OPT A S
TR
EET
PAR
KW
AY M
AIN
TAIN
ED B
Y
NEXT 3 MIL
ES
STOP
ST
OP
NE 24 AV
NE 24 AV
LITTLETONRD
LITTLETON RD
201+37
1 AS
1 AS
3 AS
1 AS
LIMIT
SPEED
30
EXISTING TO REMAIN
103+87
EXISTING TO REMAIN
0700 3601 1 EA
SEE SHEET S-5STREET NAME SIGNS PANEL, RELOCATE REMOVE STOP SIGN
0700 1 50 1 AS
SEE SHEET S-5£ CONST.RELOCATE TO STA. 14+60
200+56
202+91
104
200 201 202 203 204
10'
10'
10'
10'
NE 2
4T
H A
VE.
6" WHITE
6" WHITE
10' 10'
10'10'
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
EXIST R/W LINE
¡ CONST. 24TH AVE.
10 40
Feet
0
N
10'10'
@ 40' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
@ 40' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
EXIST R/W LINE
¡ CONST. 24TH AVE.
STA.104+50.00
MATCH EXISTING
END PAVEMENT MARKINGS
£ CONST. LITTLETON RD.
STA. 201+40.00
BEGIN PAVEMENT MARKINGS
£ CONST. LITTLETON RD.
PROPERTY LINE
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP07.dgn6:32:43 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
SIGNING AND PAVEMENT
MARKING PLAN
¡ CONST. 24TH AVE.
MATCHLINE STA. 103+20.00
S-10
£ C
ON
ST.
LIT
TLE
TO
N
MA
TC
HLIN
E S
TA.
204
+80.0
0
W2-6
30"x30"
0700 1 11
OM1-1
18"x18"
0705 10 1
R2-1
24"x30"
0700 1 11
ON
LY
R3-8LT R
36"x36"
0700 1 11
W11-15
30"x30"
W16-7PL
24"x12"
0700 1 11
LIM
IT
SP
EE
D
40
$500
LIT
TE
RIN
G
FIN
E F
OR
302+59
303+84
304+15 0700 1 60
0700 1 60
0700 1 50
1 AS1 AS
1 AS
1 AS
1 AS
301+10
303+10
0700 1 50 1 AS
LIM
ITS
PE
ED
40
1 AS
1 AS
1 AS
AD
OP
T A R
OA
D
PA
RK
WA
Y M
AIN
TAIN
ED B
Y
NE
XT 3 M
ILE
S
303+10
0700 1 11
R4-7
24"x30"
300+70
1 AS
300301
302
303
304
11'
11'
11'
CORBETT RD.
6" WHITE
6" YELLOW
@ 20' O.C
W/R RPMS
8" WHITE W/11'
11'
DIRECTIONAL ARROW (TYP.)
@ 10 O.C.
18" YELLOW
PROP. R/W LINE
EXIST. R/W LINE
PROP. R/W LINE
+91
+29
+43
+93
+21
+83
+84
@ 10' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
@ 40' O.C.
W/Y/Y RPMS
6" DBL. YELLOW
RP
MS
@ 20'
O.C
8"
WHIT
E
W/
W/R
12"
WHIT
E
+13
+08
PROPERTY LINE
+73
6" WHITE
¡ CONST. CORBETT RD.
STA. 300+65.24
MATCH EXISTING
BEGIN PAVEMENT MARKINGSEXIST. R/W LINE
RD.
¡ CONST. CORBETT
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\PLANSP08.dgn6:32:44 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
SIGNING AND PAVEMENT
¡ C
ONST.
COR
BETT R
D.
MATC
HLIN
E ST
A. 304+20.0
0
MARKING PLAN
S-11
N
10 40
Feet
0
N
9/30/2018AAguila P:\Lee_LittletonKismet\CN160459\signing\GSWKSP01.DGN6:32:44 PM
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
CERTIFICATE OF AUTHORIZATION NO. 3114
W ORKSUBLIC
EE C
L O R I D AF1500 M0NROE STREET
OUNTY
S
L
P
O U T H W E S T
FORT MYERS, FLORIDA 33901
TRANSPORTATION
of
DEPARTMENT
REGISTERED PROFESSIONAL ENGINEER
FLORIDA CERTIFICATE NO.
APPROVED BY:DATENO. BY REVISIONS - DESCRIPTION SHEET NO.
76008
(239) 479-8900
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
ADAM R. AGUILA, P.E.
SYMBOL(S) X Y WID HTANGLE
SIGN NAME STATION(S)
WIDTH
HEIGHT
PANEL
LEGEND
COLOR
RADII
WIDTH
BORDER
COLOR
NUMBER
SIGN
QTY
SIGN
NUMBER
CLEARANCE COLUMN SIZE AVERAGE
LENGTH
Edge Of Lane
NUMBER
OF POSTS
FIXTURE SPACINGNO. OF LIGHT FIXTURES
PHOTOMETRIC CURVE
WATT
VOLTAGE
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
COPY
SPACE
COPY
COPY
COPY
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
COPY
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
SPACE
COPY
SPACE
COPY
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
COPY
SPACE
COPY
COPY
COPY
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
COPY
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
SPACE
COPY
SPACE
COPY
SYMBOL(S) X Y WID HTANGLE
SIGN NAME STATION(S)
WIDTH
HEIGHT
PANEL
LEGEND
COLOR
RADII
WIDTH
BORDER
COLOR
NUMBER
SIGN
QTY
SIGN
NUMBER
CLEARANCE COLUMN SIZE AVERAGE
LENGTH
Edge Of Lane
NUMBER
OF POSTS
FIXTURE SPACINGNO. OF LIGHT FIXTURES
PHOTOMETRIC CURVE
WATT
VOLTAGE
GUIDE SIGN WORKSHEET
S-12
7.05" 57.9" 7.05"
6'-0"
6"
6"D
6"
5.4"
7.2"
5.4"1'-
6"
BORDER
R=2.25"
TH=1"
GS-1 2
6'-0" 1"
22+81
24+30
1'-6" 2.25"
White White
Green
L
7.1
i
11.6
t
13.2
t
15.7
l
18.8
e
20.7
t
24.5
o
27.4
n
32
35.5
R
41.5
d
46.3
.
50.7
L
44.7
AR_Type D 57.8 5.4 6 9314.8
GS-2 1
6'-0" 1"
23+42
1'-6" 2.25"
White White
Green
C
8.4
o
13.5
r
18.1
b
21.1
e
25.4
t
29.2
t
31.8
34.2
R
40.2
d
44.9
.
49.3
L
42
AR_Type D 56.4 5.4 6 9314.8
8.4" 55.2" 8.4"
6'-0"
6"
6"D
6"
5.4"
7.2"
5.4"1'-
6"
BORDER
R=2.25"
TH=1"