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I-75
DANIELS PARKWAY
PENZANCE
BOULEVARD
PA
LO
MIN
O
LA
NE
SHEET
NO.
PALOMINO LANE IMPROVEMENTS
DANIELS PARKWAY TO PENZANCE BOULEVARD
LEE COUNTY
CONTRACT PLANS10
95
4
4
275
295
75
10
75
75
95
75
75
LOCATION
OF PROJECT
INDEX OF SIGNING AND PAVEMENT MARKING PLANS
SHEET NO. SHEET DESCRIPTION
S-1 KEY SHEET
S-2 TABULATION OF QUANTITIES
S-3 GENERAL NOTES
S-4 thru S-17 SIGNING AND PAVEMENT MARKING PLANS
Beginning of Project
STA. 103+20.20
Ending of Project
STA. 182+59.33
REVISIONS:
COUNTY PROJECT No.: 6883LEE COUNTY, FLORIDA
SIGNING AND PAVEMENT MARKING PLANS
ROADWAY PLANS
ENGINEER OF RECORD: DAVID W. DOWLING
P.E. NO.: 56587
R 25 E
T 45 S
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
HOLEMONTES
PLANS PREPARED
BY:
ROADWAY SHOP DRAWINGS TO BE
SUBMITTED TO:
DAVID W. DOWLING
P.E. NO. 56587
6200 WHISKEY CREEK DR.
FORT MYERS, FLORIDA 33919
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
THIS DOCUMENT HAS BEEN
DIGITALLY SIGNED AND SEALED BY:
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED.
THE SIGNATURE MUST BE VERIFIED ON
THE ELECTRONIC DOCUMENTS.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
NO
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E: T
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IA
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04
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TABULATIONS OF QUANTITIES
PAY ITEM
NO.
DESCRIPTION UNIT
SHEET NUMBERS
TOTAL
THIS
SHEET
TOTAL
THIS
SHEET *
S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 * S-16 * S-17 *
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
700-1-11SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF
AS 1 0 1
700-1-50SINGLE POST SIGN, RELOCATE
AS 3 1 1 2 3 5 5
700-1-60SINGLE POST SIGN, REMOVE
AS 1 1 1 1 2
706-3RETRO-REFLECTIVE PAVEMENT MARKER Y/Y
EA 4 30 43 43 27 42 38 14 16 15 8 42 28 272 78
RETRO-REFLECTIVE PAVEMENT MARKER R/W EA 6 5 5 6 6 3 20 9
710-11-290
PAINTED PAVEMENT MARKINGS, STD, YELLOW, ISLAND
NOSE
SF 7 7 0
711-11-101THERMOPLASTIC, STD, WHITE, SOLID 6"
GM 0.023 0.238 0.120 0.008 0.228 0.262 0.227 0.227 0.247 0.228 0.008 0.243 0.123 1.808 0.374
711-11-123THERMOPLASTIC, STD, WHITE, SOLID, 12"
LF 78 93 107 313 0
711-11-125THERMOPLASTIC, STD, WHITE, SOLID, 24" LF 95 25 18 28 62 95 62
711-11-201THERMOPLASTIC, STD, YELLOW, SOLID, 6"
GM 0.015 0.227 0.200 0.196 0.110 0.199 0.158 0.046 0.228 0.118 1.497 0.346
711-11-224THERMOPLASTIC, STD, YELLOW, SOLID, 18"
LF 151 154 18 195 84 104 25 602 129
711-11-231THERMOPLASTIC, STD, YELLOW, 10-30 SKIP, 6"
GM 0.004 0.059 0.035 0.114 0.114 0.114 0.004 0.440 0.004
711-14-170THERMOPLASTIC, PREFORMED, WHITE, ARROW
EA 1 3 3 2 3 1 9 4
NOTE: * REPRESENT QUANTITIES FOR THE ALTERNATE BID
SIGN LOCATION TABLE
I.D. DESCRIPTION STATION OFFSET
SIGN LOCATION TABLE
I.D. DESCRIPTION STATION OFFSET
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
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LE
CT
RO
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F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
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.C
.
PALOMINO LANE
TABULATION OF QUANTITIES
100% SUBMITTAL
GENERAL NOTES
1. ALL FINAL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED IN THE PLANS.
2. THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON
LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS
APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
3. UTILITY / AGENCY OWNERS:
COMPANY CONTACT PHONE No. EMAIL
COMCAST Mark Cook 239-432-1805 [email protected]
FP&L Michael Martinez 239-353-6047 [email protected]
CENTURY LINK James Nottingham Jr. 239-336-2035 [email protected]
LEE COUNTY UTILITIES Victor Gagnon 239-533-8178 [email protected]
4. SIGNS TO REMAIN OR TO BE RELOCATED SHALL BE CONFIRMED TO HAVE REQUIRED REFLECTIVITY PER ASTM D4956.
5. SIGNS TO BE REMOVED SHALL BE DELIVERED TO 5650 ENTERPRISE PKWY FORT MYERS BY THE CONTRACTOR (CONTACT - DAN
VASILOFF AT LCDOT SIGNS & MARKINGS OPERATIONS CENTER, 239-229-2148, [email protected]).
6. SIGN ASSEMBLY LOCATIONS SHOWN ON THE PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, LANDSCAPE, DRIVEWAYS,
ETC., MAY BE ADJUSTED BY THE ENGINEER IN ACCORDANCE WITH DESIGN STANDARDS INDEX NO. 17302. WARNING SIGN
LOCATION CHANGES MUST BE APPROVED BY THE LEE COUNTY TRAFFIC ENGINEER.
7. FOR REMOVAL OF CONFLICTING STRIPING, STRIP ERASURE OR WATER BLASTING ARE THE ONLY METHODS OF REMOVAL OF PAVEMENT
MARKINGS ALLOWED.
TECO Peoples Gas M.D. Aloi 239-690-5517 [email protected]
FIBERNET DIRECT Danny Haskett 786-610-7073 [email protected]
8. STREET NAMES SIGNS (D3) SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS INDEX NO. 11860 (SHEET 4 OF 8)
SIGNS BACK TO BACK) AND THE LEE COUNTY DOT TRAFFIC SECTION DESIGN STANDARD FOR SIGN INSTALLATION. SIGN PANEL
CLIPS WILL NOT BE PERMITTED. D3 SIGNS SHALL HAVE REFLECTIVE WHITE LEGEND/BORDER AND THE APPLICABLE
REFLECTIVE BLUE, GREEN, OR ORANGE BACKGROUND.
1.5"
6"C
1.5"
3"
3"C
3"
VARIES
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
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IC
IA
L R
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OR
D O
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HIS
S
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AL
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S
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D A
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S
EA
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D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
GENERAL NOTES
100% SUBMITTAL
PALOMINO LANE
KIN
GS
C
RO
SS
IN
G
RO
AD
JO
BE
RO
AD
DA
NIE
LS
P
KW
Y.
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
CROSSWALK - FDOT INDEX 17346
78 LF - 12" SOLID WHT
711-11-123/711-11-125
STOP BAR
25 LF - 24" SOLID WHITE
711-11-125
8'
0.023 GM (122 LF) - 6" SOLID WHT
WITH W/R RPM'S @ 20'
711-11-101/706-3
0.015 GM (80 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-201/706-3
DIRECTIONAL ARROW
THRMPLSTIC (TYP.)
711-11-170
12'12'
MATCH EXISTING
STRIPING (TYP.)
PALOMINO LN
D3-1
PALOMINO LN
JO
BE
R
D
D3-1
D3-1
SPEED
LIMIT
35
R2-1
STOP
R1-1
DA
NIE
LS
P
KW
Y
PALOMINO LN
D3-1
D3-1
R3-17
BIKE LANE
R4-7
OM1-3
R3-4
TURN LEFT
LEFT LANE
MUST
R3-7L
TURN LEFT
LEFT LANE
MUST R3-7L
W14-2
NO
OUTLET
KIN
GS
C
RO
SS
IN
G R
D
D3-1
R1-1
STOP
R1-1
STOP
0N
LY
0N
LY
Ma
tch
lin
e S
ta
. 1
06
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
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OR
D O
F T
HIS
S
HE
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AL
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S
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D A
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S
EA
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D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
PALOMINO LANE
EXIST. R/W
EXIST. R/W.
MATCH EXISTING
STRIPING (TYP.)
SHARE
THE
W16-1P
ROAD
W11-15
0.227 GM(1200 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
Ma
tch
lin
e S
ta
. 1
12
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
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T
HE
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CT
RO
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F
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IG
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AL
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S
IG
NE
D A
ND
S
EA
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D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
06
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
PALOMINO LANE
EXIST. R/W
EXIST. R/W.
DIRECTIONAL ARROW
THRMPLSTIC (TYP.)
711-11-170
0.092 GM (485 LF) - 6" SOLID WHT
711-11-101
STOP BAR
25 LF - 24" SOLID WHITE
711-11-125
CROSSWALK - FDOT
INDEX 17346
84 LF - 12" SOLID WHT
711-11-123
0.035 GM (185 LF) - 6" SOLID WHT
WITH W/R RPM'S @ 40'
711-11-101/706-3
104 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
0.081 GM (430 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.095 GM (502 LF) - 6" SOLID WHT
711-11-101
0.012 GM(66 LF) -
6" SOLID WHT
711-11-101
6'
11'
11'
11'
R4-7
R1-1
STOP
0.004 GM (21 LF) - 6" SOLID WHT
711-11-101
0.022 GM (117 LF) - 6" SOLID YELLOW
711-11-201
0.096 GM (509 LF) - 6" SOLID YELLOW
711-11-201
47 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
Ma
tch
lin
e S
ta
. 1
18
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
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S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
12
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
PALOMINO LANE
EXIST. R/W
EXIST. R/W.
0.060 GM (317 LF) - 6" SOLID WHT
711-11-101
0.120 GM (633 LF) - 6" SOLID YELLOW
711-11-201
11'
MATCH EXISTING
STRIPING (TYP.)
11'
11'
154 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
0.076 GM (400 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.060 GM (317 LF) - 6" SOLID WHT
711-11-101
Ma
tch
lin
e S
ta
. 1
24
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
18
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
EXIST. R/W.
EXIST. R/W
PALOMINO LANE
R1-1
P
R8-3
STOP
40.0' LC
U
DR
AIN
AG
E E
SM
T.
0.004 GM (20 LF) - 6" SOLID WHT
711-11-101
0.004 GM (20 LF) - 10-30 SKIP YELLOW
WITH Y/Y RPM'S @ 40'
711-11-231/706-3
MATCH EXISTING
STRIPING (TYP.)
0.004 GM (20 LF) - 6" SOLID WHT
711-11-101
Ma
tch
lin
e S
ta
. 1
30
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
24
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
PALOMINO LANE
EXIST. R/W
EXIST. R/W.
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.059 GM (311 LF) - 10-30 SKIP YELLOW
WITH Y/Y RPM'S @ 40'
711-11-231/706-3
0.076 GM (400 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.034 GM (178 LF) - 6" SOLID YELLOW
711-11-201
18 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
Ma
tch
lin
e S
ta
. 1
36
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
30
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
PALOMINO LANE
EXIST. R/W.
EXIST. R/W
DIRECTIONAL ARROW
THRMPLSTIC (TYP.)
711-11-170
0.079 GM (416 LF) - 6" SOLID WHT
711-11-101
STOP BAR
18 LF - 24" SOLID WHITE
711-11-125
0.035 GM (185 LF) - 6" SOLID WHT
WITH W/R RPM'S @ 40'
711-11-101/706-3
103 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
192 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
0.081 GM (430 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.056 GM (298 LF) - 6" SOLID YELLOW
711-11-201
11'
11'
11'
11'
11'
11'
11'
11'
11'
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
DA
NF
OR
TH
LA
KE
S
D3-1
R1-1
STOP
0.035 GM (185 LF) - 6" SOLID WHT
711-11-101
0.062 GM (325 LF) - 6" SOLID YELLOW
711-11-201
Ma
tch
lin
e S
ta
. 1
42
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
36
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
PALOMINO LANE
EXIST. R/W.
EXIST. R/W
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.076 GM (400 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.083 GM (436 LF) - 6" SOLID YELLOW
711-11-201
84 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
0.035 GM (183 LF) - 10-30 SKIP YELLOW
WITH Y/Y RPM'S @ 40'
711-11-231/706-3
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
48
+0
0
Ma
tch
lin
e S
ta
. 1
42
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
PALOMINO LANE
EXIST. R/W.
EXIST. R/W
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.114 GM (600 LF) - 10-30 SKIP YELLOW
WITH Y/Y RPM'S @ 40'
711-11-231/706-3
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
54
+0
0
Ma
tch
lin
e S
ta
. 1
48
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
EXIST. R/W.
EXIST. R/W
PALOMINO LANE
STOP BAR
28 LF - 24" SOLID WHITE
711-11-125
CROSSWALK - FDOT
INDEX 17346
107 LF - 12" SOLID WHT
711-11-123
6'
0.020 GM (104 LF) - 6" SOLID WHT
WITH R/W RPM'S @ 20'
711-11-101/706-3
R1-1
STOP
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.063 GM (335 LF) - 6" SOLID WHT
711-11-101
0.114 GM (600 LF) - 10-30 SKIP YELLOW
WITH Y/Y RPM'S @ 40'
711-11-231/706-3
0.050 GM (262 LF) - 6" SOLID WHT
711-11-101
REFL. YELLOW PAINT
7 SF
710-11-290
DIRECTIONAL ARROW
THRMPLSTIC (TYP.)
711-11-170
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
60
+0
0
Ma
tch
lin
e S
ta
. 1
54
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
EXIST. R/W.
EXIST. R/W
PALOMINO LANE
PALOMINO LN
PA
LO
MIN
O O
AK
S D
R
D3-1
D3-1
R1-1
STOP
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.114 GM (600 LF) - 6" SOLID WHT
711-11-101
0.114 GM (600 LF) - 10-30 SKIP YELLOW
WITH Y/Y RPM'S @ 40'
711-11-231/706-3
Ma
tch
lin
e S
ta
. 1
66
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
60
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
EXIST. R/W.
EXIST. R/W
PALOMINO LANE
MATCH EXISTING
STRIPING (TYP.)
0.046GM (242 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.004 GM (20 LF) - 6" SOLID WHT
711-11-101
0.004 GM (20 LF) - 6" SOLID WHT
711-11-101
MATCH EXISTING
STRIPING (TYP.)
0.004 GM (20 LF) - 10-30 SKIP YELLOW
WITH Y/Y RPM'S @ 40'
711-11-231/706-3
Ma
tch
lin
e S
ta
. 1
72
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
66
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
EXIST. R/W.
EXIST. R/W
PALOMINO LANE
DIRECTIONAL ARROW
THRMPLSTIC (TYP.)
711-11-170
0.099 GM (521 LF) - 6" SOLID WHT
711-11-101
0.046 GM (241 LF0 - 6" SOLID WHT
WITH W/R RPM'S @ 40'
711-11-101/706-3
104 LF - 18" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-224/706-3
0.103 GM (542 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.099 GM (521 LF) - 6" SOLID WHT
711-11-101
11'
11'
11'
W3-1
SHARE
THE
W16-1P
ROAD
W11-15
SPEED
LIMIT
35
R2-1
0.030 GM (158 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
0.095 GM (501 LF) - 6" SOLID YELLOW
711-11-201
Ma
tch
lin
e S
ta
. 1
78
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
72
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
EXIST. R/W.
EXIST. R/W
PALOMINO LANE
PE
NZ
AN
CE
B
LV
D.
EXIST. R/W.
STOP BAR
15 LF - 24" SOLID WHITE
711-11-125
STOP BAR
11 LF - 24" SOLID WHITE
711-11-125
25 LF - 18" SOLID YELLOW
711-11-224
0.036 GM (191 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-201/706-3
STOP BAR
12 LF - 24" SOLID WHITE
711-11-125
0.027 GM (142 LF) - 6" SOLID WHT
711-11-101
0.0 27 GM (139 LF) - 6" SOLID WHT
711-11-101
0.006 GM (30 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 20'
711-11-201/706-3
11'
11'
MATCH EXISTING
STRIPING (TYP.)
R1-1
PE
NZ
AN
CE
B
LV
D
PALOMINO LN
D3-1
D3-1
ALL WAY
R1-4
STOP
R1-1
ALL W
AY
R1-4
STOP
R1-1
ALL WAY
R1-4
STOP
R1-1
ALL W
AY
R1-4
STOP
R1-1
ALL WAY
R1-4
STOP
DIRECTIONAL ARROW
THRMPLSTIC (TYP.)
711-11-170
0.018 GM (97 LF) - 6" SOLID WHT
WITH W/R RPM'S @ 40'
711-11-101/706-3
0.026GM (139 LF) - 6" SOLID WHT
711-11-101
0.025 GM (132 LF) - 6" SOLID WHT
711-11-101
0.076 GM (400 LF) - 6" SOLID YELLOW
WITH Y/Y RPM'S @ 40'
711-11-201/706-3
STOP BAR
23 LF - 24" SOLID WHITE
711-11-125
Ma
tch
lin
e S
ta
. 1
84
+0
0
HOLE
ENGINEERS PLANNERS SURVEYORS
MONTES
DAVID W. DOWLING
P.E. NO.: 56587
HOLE MONTES, INC.
6200 WHISKEY CREEK DRIVE
FORT MYERS, FL. 33919
CERTIFICATE OF AUTHORIZATION No.1772
NO
TIC
E: T
HE
O
FF
IC
IA
L R
EC
OR
D O
F T
HIS
S
HE
ET
IS
T
HE
E
LE
CT
RO
NIC
F
IL
E D
IG
IT
AL
LY
S
IG
NE
D A
ND
S
EA
LE
D U
ND
ER
R
UL
E 6
1G
15
-2
3.0
04
, F
.A
.C
.
PALOMINO LANE
SIGNING AND PAVEMENT MARKING
Ma
tch
lin
e S
ta
. 1
78
+0
0
100% SUBMITTAL
NOTE:
SEE SIGN TABLE ON SHEET # S-2
FOR SIGN LOCATIONS
