S T O P - DN Higgins, Inc.

CONCRETE
STOP
GILCHRIST ST.
R/W LINE
FOC / TOREMAIN
CENTURYLINK
+28.40
30.00’ RT.
SD-411
+28.27
17.38’ RT.
12"CMP #2
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
+73.90
17.37’ RT.
+46.03
+47.04
17.38’ RT.
30.00’ RT.
+76.79
30.00’ RT
EXIST. PIPE AND MES
(TO BE REMOVED)
12"CMP #1
CONCRETE
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
(SEE DRIVEWAY SLOPE DETAIL 1)
5’ CONC. SW (TYP.)
419 420 421
17.37’ RT.
CONST. 24’ OF
CONST. 16’ OF
12"X18" PIPE
12"X18" PIPE
W ATER
GILCHRIST ST
W ATER
12" CMP #1
CONCRETE
RECONSTRUCT DRIVEWAY
+89.17
+32.89
+50.40
SD-412
+86.65
29.49’ RT
EXIST. PIPE AND MES
(TO BE REMOVED)
17.36’ RT.
+36.65
30.00’ RT
SD-413
17.36’ RT.
R/W LINE
+46.68
30.18’ RT
EXIST. PIPE AND MES
(TO BE REMOVED)
CONST. 24’ OF
12"X18" PIPE
»¿ CONST. GILCHRIS
+91.58
17.35’ RT.
12" CMP #1
+91.85
CONCRETE
30.00’ RT.
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
+11.59
17.35’ RT.
+11.71
30.00’ RT.
EXIST. PIPE AND MES
(TO BE REMOVED)
CONST. 24’ OF
12"X18" PIPE
SD-414
N 50 53’ 57" E
WATER
WATER
1 AS
4
0 20
GILCHRIST ST
700-20-40
5’IRON FENCE
N
Feet
EXIST. CONC.
(TO BE REMOVED)
12"
421+19
TRAFFIC
15’ CMP #2
WITH LIGHT
MATCH LINE SEE CAROLINA AVE. SHEET 39
R/W LINE
GILCHRIST ST.
15’ CMP #2
MATCH LINE SEE CAROLINA AVE. SHEET 39
TRAFFIC
+69.83
17.32’ RT.
FOC / TOREMAIN
CENTURYLINK
422 423 424
»¿ CONST. GILCHRIS
PINES,PALMS, OAKS,& UNKNOWNS
R/W LINE
5’ CONC. SW (TYP.)
GILCHRIST ST
N 50 53’ 57" E
FOC / TOREMAIN
CENTURYLINK
N
0 4 20
Feet
R=80’
+07.00
17.28’ RT.
LOCATION
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
PLAN SHEET
GILCHRIST ST.
SHEET
NO.
46
dratican
2/22/2013
2:19:35 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\PLANRD34.dgn

STOP
GILCHRIST ST.
R/W LINE
1 AS
ADJUST MANHOLE
END CONST.
STA. 424+39.01
»¿ CONST. GILCHRIS
TEXAS AVE.
N
0 4 20
700-20-40
5’ CONC. SW (TYP.)
Feet
425
LOCATION
SAN
+21.53
424+30
19.10’ RT.
ASPHALT
TRAFFIC
+32.29
27.14’ RT.
+39.01
SAN
LOCATION
+30.75
21.82’ RT.
19.53’ RT.
TEXAS AVE.
»¿ CONST. GILCHRIS
TEXAS AVE
FOC / TOREMAIN
CENTURYLINK
TIE TO EXIST.
ASPHALT SW
N 50 53’ 57" E
R/W LINE
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
PLAN SHEET
GILCHRIST ST.
SHEET
NO.
47
dratican
2/22/2013
2:19:39 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\PLANRD35.dgn

FLORIDAN AVE.
FLORIDAN AVE.
N.W. END=15" CMP,
S.E. END=15" CPP
GUY WIRE
W ATER
CONCRETE
W ATER
WOOD-WITH LIGHT
CONST. 12’ OF 15" PIPE
S-500
R=55’
PROPOSED SW BY OTHERS
+49.60
29.10’ LT.
+53.79
24.59’ LT.
+65.28
21.85’ LT.
+80.34
19.25’ LT.
15"
W ATER
TELEPHONE
WOOD
W OOD-WITH LIGHT
+52.82
19.23’ LT.
TRAMMEL ST.
CONCRETE
12" CMP #2
+68.66
19.23’ LT.
+91.21
19.22’ LT.
ASPHALT
FOC / TOREMAIN
12"CMP #2
CENTURYLINK
R/W LINE
5’ CONC. SW (TYP.)
+03.13
19.22’ LT.
TELEPHONE
WOOD-WITH LIGHT
N
0 4 20
+57.80
19.21’ LT.
Feet
+66.00
16.61’ LT.
12"CMP #1
CONCRETE
+49.69
19.95’ LT.
SAN
R=45’
CONST. CONC JACKET PER INDEX 280
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
500 501 502
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
W/ ASPHALT
+73.45
16.61’ LT.
N 50 52’ 28" E
»¿ CONST. TRAMME
PROPOSED SW BY OTHERS
BEGIN CONST.
STA. 500+49.60
»¿ CONST. TRAMME
R/W LINE
FOC / TOREMAIN
CENTURYLINK
+89.26
16.60’ LT.
+96.59
16.60’ LT.
5"
+04.83
19.20’ LT.
CONCRETE
TELEPHONE
TRAMMEL ST.
24"
R/W LINE
TELEPHONE
4’ CHAINLINK
TEXTURED
CONCRETE
4
N
0 20
Feet
4’CHAINLINK
CONCRETE
W ATER
12"CMP #1
PLANTER
+34.01
19.19’ LT.
5"
12" CMP #1
WOOD
+49.93
19.18’ LT.
5’ CONC. SW (TYP.)
+08.65
19.17’ LT.
+16.94
16.55’ LT.
+24.08
16.55’ LT.
12"
12"RCP #1
4"
+43.25
16.54’ LT.
20"
20"
+08.79
16.51’ LT.
12"CMP #1
+25.21
16.50’ LT.
+85.37
16.48’ LT.
WOOD-WITH LIGHT
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
SAN
RIM ELEV.=4.45’
ADJUST MANHOLE
503 504 505
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
MATCH EXIST. TEXTURE
N 50 52’ 28" E
TRAMMEL ST.
»¿ CONST. TRAMME
R/W LINE
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
PLAN SHEET
TRAMMEL ST.
SHEET
NO.
48
dratican
2/27/2013
10:57:41 AM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\PLANRD41.dgn

GEORGIA AVE.
CONCRETE
CONCRETE
CONCRETE
CONCRETE
4’ CHAINLINK
CLUSTER
GEORGIA AVE.
+93.77
19.12’ LT.
TELEPHONE
W ATER
W ATER
5"
WOOD
+38.95
19.11’ LT.
CONST. 24’ OF
12"X18" PIPE
+38.88
30.00’ LT
SD-500
12" CMP #1
EXIST. PIPE AND MES
(TO BE REMOVED)
+54.90
30.00’ LT
+54.90
19.10’ LT.
4’ CHAINLINK
5’ CONC. SW (TYP.)
FOC / TOREMAIN
CENTURYLINK
TRAMMEL ST.
WOOD
TELEPHONE
GUYWIRE
R/W LINE
4’ CHAINLINK
+57.41
19.08’ LT.
12"CMP #1
4’CHAINLINK
4
WATER
WATER
N
0 20
Feet
+73.81
19.07’ LT.
CLUSTER
PROPOSED SW BY OTHERS
CLUSTER
WITH LIGHT
+34.53
19.72’ LT.
+26.81
19.06’ LT.
GUY WIRE
+48.19
GUY LINE
20.97’ LT.
TELEPHONE
GEORGIA AVE.
+52.57
25.35’ LT.
R=20’
R=30’
RIM ELEV.=5.25’
SAN
ADJUST MANHOLE
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
506 507 508
+52.57
15.90’ LT.
SAN
SAN
RIM ELEV.=5.39’
N 50 52’ 28" E
»¿ CONST. TRAMME
PROPOSED SW BY OTHERS
EAST END= 12" CMP #1 & WEST END= 12" RCP #1
R/W LINE
ASPHALT
GEORGIA AVE.
+88.20
20.89’ LT.
R=10’
+95.10
18.19’ LT.
+96.24
17.09’ LT.
TRAFFIC
R=5’
FOC / TOREMAIN
+99.87
15.58’ LT.
CENTURYLINK
R=10’
+02.42
15.58’ LT.
+04.90
15.90’ LT.
+13.29
18.08’ LT.
+17.32
18.56’ LT.
R=15’
ADJUST MANHOLE
SAN
RIM ELEV.=4.65’
4’ CHAINLINK
+81.50
17.86’ LT.
6"
4’ CHAINLINK
TRAMMEL ST.
+99.02
17.85’ LT.
+21.04
17.85’ LT.
R/W LINE
+40.35
17.84’ LT.
4’ CHAINLINK
4"
5’ CONC. SW (TYP.)
CLUSTER
+17.70
17.82’ LT.
CLUSTER
CLUSTER
CONCRETE
4’ CHAINLINK
12"CMP #2
CLUSTER
+28.13
17.82’ LT.
+57.53
17.81’ LT.
N
0 4 20
Feet
CONCRETE
+74.70
17.81’ LT.
12" CMP #1
W OOD-WITH LIGHT
+88.23
15.89’ LT.
508+98
TIE TO EXIST.
ASPHALT SW
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
509 510 511
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 2)
12" CPP #1
STOP
1 AS
700-20-40
N 50 52’ 28" E
»¿ CONST. TRAMME
FOC / TOREMAIN
CENTURYLINK
R/W LINE
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
PLAN SHEET
TRAMMEL ST.
SHEET
NO.
49
dratican
2/22/2013
2:19:47 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\PLANRD42.dgn

W ATER
CONCRETE
W ATER
W ATER
3/4" STEEL
+92.94
14.99’ LT.
W OOD-WITH LIGHT
+87.87
16.37’ LT.
ASPHALT
6"
+17.38
17.80’ LT.
CONCRETE
12"CMP #2
+35.78
17.79’ LT.
4’ CHAINLINK
+76.41
17.78’ LT.
12"CMP #1
4"
W ATER
TRAMMEL ST.
+98.21
17.78’ LT.
5’ CONC. SW (TYP.)
R/W LINE
+48.04
17.76’ LT.
ASPHALT
12"CMP #1
+82.80
17.75’ LT.
+59.40
17.76’ LT.
+98.18
14.99’ LT.
CONCRETE
12"CMP #1
ADJUST MANHOLE
W ATER
18"
ASPHALT
+21.17 14.98’ LT.
14.98’ LT.
12"CMP #1
4
N
0 20
Feet
+55.57
+36.44 14.97’ LT.
+73.75
14.97’ LT.
4"UNKNOWN
SAN
SAN
ADJUST MANHOLE
R=10’
R=10’
512 513 514
RIM ELEV.=5.96’
N 50 52’ 28" E
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
»¿ CONST. TRAMME
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
R/W LINE
+93.68
14.97’ LT.
+00.20
14.96’ LT.
W OOD- WITH LIGHT
+05.27
16.34’ LT.
ASPHALT
12"
+10.33
17.72’ LT.
+42.42
17.71’ LT.
ASPHALT
W ATER
W ATER
18"
+61.65 +84.37
17.71’ LT. 17.70’ LT.
CONCRETE
TRAMMEL ST.
+12.13
17.69’ LT.
R/W LINE
5’ CONC. SW (TYP.)
+52.46
17.68’ LT.
CONCRETE
3/4" STEEL
3/4" STEEL
+70.38
17.68’ LT.
W ATER
+07.76
17.67’ LT.
CONCRETE
+25.58
17.66’ LT.
N
0 4 20
Feet
CONCRETE
15" CMP #1
12" CMP #1
15" CMP #1
15"CMP #1
ADJUST MANHOLE
15"CMP #1
+64.82
17.65’ LT.
SAN
R=10’
R=10’
515 516 517
N 50 52’ 28" E
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
»¿ CONST. TRAMME
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
R/W LINE
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
PLAN SHEET
TRAMMEL ST.
SHEET
NO.
50
dratican
2/22/2013
2:19:52 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\PLANRD43.dgn

CONCRETE
3/4" STEEL
GUY LINE
CAROLINA AVE.
15"CMP#1
CONCRETE
CAROLINA AVE.
CONCRETE
W ATER
CONCRETE
CONCRETE
CONCRETE
CONCRETE
WATER
5’ CHAINLINK
+80.49
17.65’ LT.
24"
+21.23
17.64’ LT.
9"
9"
12"CMP #1
WATER
4"
WATER1 8"
CONCRETE
12"CMP #1
18"
+67.40
17.63’ LT.
18"
TRAMMEL ST.
18"
5’ CONC. SW (TYP.)
4’CHAINLINK
+30.28
17.61’ LT.
R/W LINE
4’ CHAINLINK
W ATER
+42.23
17.61’ LT.
18"
15"CMP #1 15" CMP #1
4’ CHAINLINK
+86.40
17.60’ LT.
+02.09
17.59’ LT.
4’ CHAINLINK
+19.60
17.59’ LT.
CONCRETE
15"CPP #1
N
0 4 20
Feet
+35.54 +74.34
17.58’ LT. 17.57’ LT.
15"CMP #1
+39.84
17.64’ LT.
+53.03
17.63’ LT.
518 519 520
N 50 52’ 28" E
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
»¿ CONST. TRAMME
R/W LINE
SAWCUT AND MATCH
EXISTING PAVEMENT
+84.40
17.57’ LT.
15"CMP #1
TRAMMEL ST.
5’ CONC.
SW (TYP.)
+19.69
GUY LINE
WITH LIGHT
+06.60
17.57’ LT.
MATCH LINE SEE CAROLINA AVE. SHEET 39
+56.90
+61.90
25.76’ LT.
25.76’ LT.
+66.04
+57.21
24.01’ LT.
20.99’ LT.
CONST. 4’ OF
+25.38
15" PIPE
18.19’ LT.
+73.58
+56.08
17.55’ LT.
S-501
24.53’ LT.
+58.12
R=10’
22.48’ LT.
R=10’
SAWCUT AND MATCH
EXISTING PAVEMENT
CONST. CONC JACKET
PER INDEX 280
ADJUST WATER VALVE
+63.08
W ATER
8"
TRAFFIC
521+71
4’CHAINLINK
521 13.00’ LT.
16.67’ LT.
522 523
6’
+68.58
12.62’ LT.
STOP
1 AS
700-20-40
SEWER
5’ CONC. SW (TYP.)
PLANTER
W ATER
GIANT ROCK
TRAMMEL ST.
GIANT ROCK
GIANT ROCK
GIANT ROCK
GIANT ROCK
GIANT ROCK
R/W LINE
8"
+95.62
17.52’ LT.
ASPHALT
12"CMP#1
12"
+05.56
17.52’ LT.
GIANT ROCK
N
0 4
20
Feet
PEPPERS,PALMS
SAN
»¿STA. 521+46.17 C
TRAMMEL ST. =
»¿STA. 231+70.14 C
CAROLINA AVE.
12" WHITE
REMOVE 38 SF
+62.07
+68.58
12.31’ RT.
1.36’ LT.
+63.07
10.21’ RT.
SAWCUT AND MATCH
EXISTING PAVEMENT
24" WHITE
REMOVE 23 SF
DETECTABLE WARNING
TRAMMELST
N 50 52’ 28" E
»¿ CONST. TRAMME
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
+56.07
10.33’ RT.
EXIST.
ASPH. SW
RIP RAP IN POOR CONDITION
MATCH LINE SEE CAROLINA AVE. SHEET 39
+57.07
19.96’ RT.
R/W LINE
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
PLAN SHEET
TRAMMEL ST.
SHEET
NO.
51
dratican
2/22/2013
2:19:56 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\PLANRD44.dgn

W ATER
PLANTER
4’ CHAINLINK
CONCRETE
BRICK
CONCRETE
CONCRETE
BRICK
W ATER
6"
15"
+29.45
17.49’ LT.
BRICK
12"CMP#1
12"
4’ CHAINLINK
PLANTER
W ATER
W OOD
6"UNKNOWN
+64.88
17.48’ LT.
12"CMP#1
10"
10"
TRAMMEL ST.
BRICK
4"
4"
W ATER
4"
12"CMP#1
4"
PLANTER
4"
4"
R/W LINE
18"
+40.97
+90.11
17.46’ LT.
+70.40 17.45’ LT.
17.45’ LT.
5’ CONC. SW (TYP.)
ASPHALT
5"
W ATER
6"UNKNOW N
5"
5"
6"UNKNOW N
6"UNKNOW N
5"
4"
6"UNKNOWN
4"
10"UNKNOW N
PLANTER
+42.95
17.43’ LT.
CONCRETE
4
N
ASPHALT
CONCRETE
0 20
Feet
W ATER
TRAFFIC
4’CHAINLINK
+62.54
17.43’ LT.
EXIST. PIPE
(TO BE REMO
+44.45
17.48’ LT.
524 525 526
TRAMMELST.
+01.15
17.47’ LT.
+18.46
17.46’ LT.
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
RESET W/ EXIST. BRICKS
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 2)
W/ ASPHALT
N 50 52’ 28" E
»¿ CONST. TRAMME
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
W/ ASPHALT
R/W LINE
EXIST. PIPE
(TO BE REMOVED)
EXIST. PIPE
(TO BE REMOVED)
5’ CONC. SW (TYP.)
4’CHAINLINK
+03.85
30.00’ LT.
R/W LINE
+00.69
17.42’ LT.
METAL
15"CMP#1
ASPHALT
+33.60
30.00’ LT.
TRAMMEL ST.
SD-501
WATER
+15.48
30.00’ LT.
+30.60
17.41’ LT.
+16.65
17.41’ LT.
12"CERAMIC#1
ASPHALT
CONST. 56’
12"X18" PIPE
+44.29
30.00’ LT.
+46.69
17.40’ LT.
TRAFFIC
527 12.40’ LT.
528
1 AS
+75.59
700-20-40
STOP
527+80
TEXAS AVE
+81.17
17.40’ LT.
+84.88
21.45’ LT.
6’
24" WHITE
+92.50
14.62’ LT.
12" WHITE
TEXAS AVE.
REMOVE
20 SF
SAWCUT AND MATCH
EXISTING PAVEMENT
+02.57
0.80’ LT.
+97.84
2.42’ LT.
END CONST.
STA. 528+02.57
»¿ CONST. TRAMME
N
0 4 20
Feet
N 50 52’ 28" E
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
W/ ASPHALT
+76.13
12.51’ LT.
»¿ CONST. TRAMME
+96.63
5.93’ RT.
+96.52
5.79’ RT.
WATER
TRAFFIC
SAWCUT AND MATCH
EXISTING PAVEMENT
DETECTABLE WARNING
R=15’
RECONSTRUCT DRIVEWAY
(SEE DRIVEWAY SLOPE DETAIL 1)
W/ ASPHALT
TEXAS AVE.
12" WHITE
+74.08
31.33’ RT.
+01.98
6.66’ RT.
12" CMP #1
6’
+02.41
8.46’ RT.
+98.69
12.65’ RT.
+02.48
18.17’ RT.
+98.90
13.92’ RT.
TRAMMEL ST
R/W LINE
+82.78
32.08’ RT.
+94.69
26.94’ RT.
24" WHITE
REMOVE 23 SF
CONCRETE
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
ROAD NO.
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
COUNTY
COLLIER
COUNTY NO.
69081
PLAN SHEET
TRAMMEL ST.
SHEET
NO.
52
dratican
2/23/2013
9:12:59 AM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\PLANRD45.dgn

»¿ BROWAR »¿ BROWAR
10
10
8
6
4
CONST. 12" X 18" PIPE
4.78
FROM S-102
R/W LINE
S-101
104+21.00
8
6
4
2
CONST. 12" X 18" PIPE
4.75
1:4
FROM S-104
1:4
R/W LINE
S-103
105+80.00
BF0
CONST. 12" X 18" PIPE
FL 2.6
S-103
BF0
TO S-102
CONST. 12" X 18" PIPE
FL 2.5
S-101
TO S-100
STA 104+21.00, 26.00’ RT.
CONST. DITCH BOTTOM INLET TYPE C
GRATE EL. 4.4
INDEX 232
FL 2.5 (AH. & BK.)
STA 105+80.00, 26.00’ RT.
CONST. DITCH BOTTOM INLET TYPE C
GRATE EL. 4.5
INDEX 232
FL 2.6 (AH. & BK.)
10
8
6
FROM S-101
S-100
10
8
CONST. 12" X 18" PIPE
FROM S-203
R/W LINE
4
103+70.00
6
5.00
S-102
4
105+12.00
2
BF0
S-100
BF0
CONST. 12" X 18" PIPE
FL 2.5
STA 103+70.00, 30.00’ RT.
CONST. MANHOLE TYPE P-7
S-102
TO S-101
TOP EL. 4.3
INDEX 200, 201
FL 2.3
STA 105+12.00, 26.00’ RT.
CONST. DITCH BOTTOM INLET TYPE C
GRATE EL. 4.7
INDEX 232
FL 2.5 (AH. & BK.)
»¿ BROWAR »¿ BROWAR
SCALE:
1" = 10’ HORIZONTAL
0 10 20 30 40
0 10 20 30 40
1" = 5’ VERTICAL
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
BROWARD ST.
SHEET
NO.
53
dratican
2/22/2013
2:20:10 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

10
8
R/W LINE
6
5.79
0.00
S-105
4
6.15
4.0
1:2
124+20.40
2
S-105
BF0
STA. 124+20.40, 22.48’ RT.
CONST. MES
INDEX 273
FL: 4.0
CONST. 12" PIPE
CONST. CONC. JACKET
PER INDEX 280
10
8
6
5.00
R/W LINE
4
S-104
106+25.00
2
FL 2.7
BF0
CONST. 12" X 18" PIPE
S-104
STA 106+25.00, 16.23’ RT.
CONST. DITCH BOTTOM INLET TYPE C-MOD.
SLOT EL. 4.0
INDEX 282
FL 2.7 (BK.)
»¿ BROWAR
SCALE:
1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
BROWARD ST.
SHEET
NO.
54
dratican
2/22/2013
2:20:11 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

»¿ CAR »¿ CAR
12
10
8
6
R/W LINE
FROM S-202
1:3
1:3
CONST. 12" X 18" PIPE
0.02
6.11
S-201
10
8
6
R/W LINE
FROM S-204
1:4
1:4
CONST. 12" X 18" PIPE
0.02
6.21
4
S-201
204+38.00
S-203
CONST. 12" X 18" PIPE
BF0
TO S-200
STA. 204+38.00, 28.60’ LT.
CONST. DITCH BOTTOM INLET TYPE C
FL 3.1
INDEX 232
GRATE: 4.9
FL: 3.1 (AH. & BK.)
4
CONST. 12" X 18" PIPE
BF0
FL 3.3
S-203
STA. 206+04.00, 27.50’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.5
FL: 3.3 (AH. & BK.)
206+04.00
TO S-202
12
12
10
8
6
4
R/W LINE
FL 3.0
CONST. 12" X 18" PIPE
BF0
STA. 202+39.00, 28.00’ LT.
CONST. MES
INDEX 273
FL: 2.8
FROM S-201
1:4
CONST. 12" X 18" PIPE
0.02
5.91
S-200
STA. 203+39.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.5
SLOT: 5.0 (AH.)
FL: 3.0 (AH. & BK.)
S-200
203+39.00
10
8
6
4
R/W LINE
CONST. 12" X 18" PIPE
FROM S-203 CONST. 12" X 18" PIPE
1:4
1:4
0.02
6.23
S-202
BF0
STA. 205+33.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
FL 3.2
INDEX 232
GRATE: 5.6
FL: 3.2 (AH. & BK.)
TO S-201
S-202
205+33.00
SCALE:
1" = 10’ HORIZONTAL
»¿ CAR 1" = 5’ VERTICAL
»¿ CAR
40
30
20
10
0
50
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
CAROLINA AVE.
SHEET
NO.
55
dratican
2/22/2013
2:20:11 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

»¿ CAR »¿ CAR
12
12
10
8
R/W LINE
FROM S-206
CONST. 12" X 18" PIPE
10
8
R/W LINE
6
1:3
0.02
6.02
S-205
6
1:3
1:3
0.02
6.41
S-207
4
S-205
207+42.00
4
S-207
208+72.00
CONST. 12" X 18" PIPE
BF0
TO S-204
FL 3.5
STA. 207+42.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.2
FL: 3.5 (AH. & BK.)
CONST. 12" X 18" PIPE
BF0
TO S-206
FL 3.7
STA. 208+72.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.4
SLOT: 4.9 (AH)
FL: 3.7 (AH. & BK.)
12
12
10
8
6
R/W LINE
FROM S-205
1:4
CONST. 12" X 18" PIPE
0.02
6.02
S-204
206+63.00
10
8
6
R/W LINE
FROM S-207
1:4
CONST. 12" X 18" PIPE
0.02
6.18
S-206
4
S-204
4
S-206
208+21.00
CONST. 12" X 18" PIPE
BF0
TO S-203
FL 3.4
STA. 206+63.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.5
FL: 3.4 (AH. & BK.)
CONST. 12" X 18" PIPE
BF0
TO S-205
FL 3.6
STA. 208+21.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.5
FL: 3.6 (AH. & BK.)
SCALE:
1" = 10’ HORIZONTAL
»¿ CAR »¿ CAR
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
CAROLINA AVE.
SHEET
NO.
56
dratican
2/22/2013
2:20:11 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

»¿ CAR »¿ CAR
12
12
10
8
R/W LINE
TO S-209
CONST. 12" X 18" PIPE
10
8
R/W LINE
TO S-211
CONST. 12" X 18" PIPE
6
1:4
1:4
0.02
6.07
S-208
209+91.00
6
1:4
1:4
0.02
6.22
S-210
4
S-208
4
S-210
211+05.00
CONST. 12" X 18" PIPE
BF0
FL 3.4
STA. 209+91.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.3
FL: 3.4 (AH. & BK.)
CONST. 12" X 18" PIPE
BF0
FL 3.2
STA. 211+05.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.3
FL: 3.2 (AH. & BK.)
FROM S-207A
FROM S-209
12
12
10
8
6
4
R/W LINE
TO S-208
1:4
1:3
CONST. 12" X 18" PIPE
0.02
6.27
S-207A
6.84
S-207A
209+40.00
10
8
6
4
R/W LINE
TO S-210
1:4
1:4
CONST. 12" X 18" PIPE
0.02
5.98
S-209
210+38.00
BF0
FL 3.5
STA. 209+40.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.2
SLOT: 4.7 (BK.)
FL: 3.5 (AH.)
CONST. 12" X 18" PIPE
FL 3.3
S-209
STA. 210+38.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.3
FL: 3.3 (AH. & BK.)
FROM S-208
SCALE:
1" = 10’ HORIZONTAL
»¿ CAR »¿ CAR
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
CAROLINA AVE.
SHEET
NO.
57
dratican
2/22/2013
2:20:11 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

»¿ CAR »¿ CAR
12
12
10
R/W LINE
TO S-213
CONST. 12" X 18" PIPE
10
R/W LINE
TO S-215
CONST. 12" X 18" PIPE
8
6
1:4
1:4
0.02
6.86
S-212
212+51.00
8
6
1:4
1:4
0.02
6.63
S-214
4
S-212
4
S-214
214+25.00
CONST. 12" X 18" PIPE
BF0
FL 3.0
STA. 212+51.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.6
FL: 3.0 (AH. & BK.)
CONST. 12" X 18" PIPE
STA. 214+25.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
FL 2.8 INDEX 232
GRATE: 5.4
FL: 2.8 (AH. & BK.)
FROM S-211
FROM S-213
12
10
8
6
R/W LINE
TO S-212
1:4
1:4
CONST. 12" X 18" PIPE
0.02
6.32
S-211
211+60.00
10
8
6
R/W LINE
TO S-214
1:4
1:4
CONST. 12" X 18" PIPE
0.02
6.64
S-213
4
S-211
4
S-213
213+58.00
CONST. 12" X 18" PIPE
BF0
FL 3.1
STA. 211+60.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.5
FL: 3.1 (AH. & BK.)
CONST. 12" X 18" PIPE
FL 2.9
STA. 213+58.00, 27.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.4
SLOT: 4.8 (AH.)
FL: 2.9 (AH. & BK.)
FROM S-210
FROM S-212
SCALE:
1" = 10’ HORIZONTAL
»¿ CAR »¿ CAR
1" = 5’ VERTICAL
40
30
20
10
0
50
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
CAROLINA AVE.
SHEET
NO.
58
dratican
2/22/2013
2:20:12 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

»¿ CAR
12
12
10
10
EXIST. ENDWALL (TO BE REMOVED)
8
8
6
R/W LINE
0.02
6.56
6
R/W LINE
1:4
0.02
6.42
S-218
4
EXIST. 30" CMP
S-216
4
EXIST. 24" PIPE
229+31.70
2
1:4
215+70.00
5’
EXIST. ENDWALL (TO BE REMOVED)
CONST. CONC. JACKET PER INDEX 280
S-216
CONST. 30" PIPE
FL 2.0
STA. 215+70.00, 24.00’ LT.
CONST. STRAIGHT CONC. ENDWALL
INDEX 250
FL: 2.0
FL 3.0
CONST. CONC. JACKET PER INDEX 280
S-218
CONST. 24" PIPE
STA. 229+31.70, 22.00’ LT.
CONST. MES
INDEX 272
FL: 3.0
10
8
R/W LINE
STA. 215+44.00, 25.00’ LT.
CONST. MES
INDEX 273
FL: 2.5
CONST. 12" X 18" PIPE
10
8
EXIST. ENDWALL (TO BE REMOVED)
6
1:4
1:4
0.02
6.56
S-215
214+68.00
6
R/W LINE
1:6
0.02
6.30
S-217
4
4
EXIST. 18" PIPE
222+56.50
S-215
1:4
2
CONST. 12" X 18" PIPE
FL 2.7
STA. 214+68.00, 24.00’ LT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 6.0
FL: 2.7 (AH. & BK.)
5’
S-217
CONST. 18" PIPE
FL 3.0
CONST. CONC. JACKET PER INDEX 280
FROM S-214
STA. 222+56.50, 20.00’ LT.
CONST. STRAIGHT CONC. ENDWALL
INDEX 250
FL: 3.0 SCALE: 1" = 10’ HORIZONTAL
»¿ CAR »¿ CAR
1" = 5’ VERTICAL
40
30
20
10
0
50
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
CAROLINA AVE.
SHEET
NO.
59
dratican
2/22/2013
2:20:12 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

10
8
6
CONST. CONC. JACKET
PER INDEX 280
5.76
0.02
1:4
R/W LINE
EXIST. 12" CMP
CONST. 12" PIPE
S-400
4
FL 4.04
415+68.50
FL 4.24
CONST. 12" PIPE
2
CONST. CONC. JACKET
PER INDEX 280
EXIST. 12" CMP
S-400
STA. 415+68.50, 20.78’ RT.
CONST. DITCH BOTTOM INLET TYPE C
INDEX 232
GRATE: 5.6
FL: 4.24 (BK.)
FL: 4.04 (AH.)
SCALE:
1" = 10’ HORIZONTAL
»¿ GILCH
1" = 5’ VERTICAL
0
10
20
30
40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
GILCHRIST ST.
SHEET
NO.
60
dratican
2/22/2013
2:20:12 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

1:3
»¿ TR
10
8
6
R/W LINE
CONST. CONC. JACKET PER INDEX 280
0.02
5.94
S-501
521+71.00
4
FL 2.1
S-501
CONST. 15" PIPE
STA. 521+71.00, 24.00’ LT.
CONST. MES (1:4)
INDEX 272
FL 2.1
12
10
8
6
4
CONST. CONC. JACKET PER INDEX 280
5.91
0.00
4.32
6.42
S-500
500+56.50
EXIST. 15" PIPE
2
FL 2.1
S-500
CONST. 15" PIPE
BF0
STA. 500+56.50, 33.00’ LT.
CONST. MES (1:4)
INDEX 272
FL 2.1
SCALE:
1" = 10’ HORIZONTAL
»¿ TR
1" = 5’ VERTICAL
40
30
20
10
0
50
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT ID
COLLIER 69081
DRAINAGE STRUCTURES
TRAMMEL ST.
SHEET
NO.
61
dratican
2/22/2013
2:20:12 PM
P:\CollierCo_NaplesManor\69081_PlanSet\drainage\DRXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
A V A V
A
V
A
V
£ BROWARD ST.
£ BROWARD ST.
8
6
R/W LINE
8
6
4
5.47
5.00
0.02
1:4
3.8
R/W LINE
106+73.50
0
0
4
8
4
5.24
4.27
0.02
1:3
2
BF0
2
104+19.20
0
2
BF0
1
14
6
8
R/W LINE
4
5.05
4.42
0.02
1:3
6
4
5.40
5.00
0.02
1:4
106+23.06
0
5
2
103+20.61
0
5
0
8
BF0
5
8
2
BF0
8
6
4.70
0.02
R/W LINE
8
6
4
5.37
4.74
0.02
1:4
4.3
6.6’
1:4
R/W LINE
105+80.32
0
5
4
2
5.04
BF0
102+38.94
3
1
0
0
2
BF0
2
23
BEGIN CONSTRUCTION
BEGIN EARTHWORK
0
0
STA. 102+27.13
0
0
£ BROWARD ST. £ BROWARD ST.
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40
0 10 20 30 40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
BROWARD ST.
SHEET
NO.
62
dratican
2/22/2013
2:20:37 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
A V A V
A
V
A
V
£ BROWARD ST.
£ BROWARD ST.
8
6
4.71
0.02
R/W LINE
8
R/W LINE
4
2
5.43
8"SS
1:4
BF0
108+49.45
1
2
2
4
6
4
5.67
5.26
0.02
1:4
4.0
1.5’
1:3
110+40.72
2
2
2
6
2
8"SS
BF0
8
6
4
2
5.30
4.49
0.02
8"SS
1:4
BF0
R/W LINE
107+86.54
1
2
1
4
8
6
4
2
5.54
5.20
8"SS
0.02
1:4
4.0
1.5’1: 4
BF0
R/W LINE
109+89.41
1
1
5
8
8
R/W LINE
8
R/W LINE
6
4
2
5.34
4.63
0.02
1:4
107+27.54
1
1
2
6
6
4
5.63
4.88
0.02
1:4
4.3
2.0’
109+29.89
0
1
3
8
8"SS
BF0
2
8"SS
BF0
SCALE: 1" = 10’ HORIZONTAL
£ BROWARD ST. £ BROWARD ST. 1" = 5’ VERTICAL
0 10 20 30 40
0 10 20 30 40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60266
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
BROWARD ST.
SHEET
NO.
63
dratican
2/22/2013
2:20:37 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
A V A V
A
V
A
V
£ BROWARD ST.
£ BROWARD ST.
8
6
5.14
0.02
1:4
R/W LINE
8
6
4
5.62
5.16
0.02
R/W LINE
114+71.94
2
7
0
0
4
2
5.53
8"SS
112+82.86
0
0
2
10
8"SS
BF0
BF0
8
6
4
2
5.65
5.33
0.02
1:4
3.5
2.0’
BF0
1:4
R/W LINE
112+30.37
0
0
8
18
8
6
4
5.49
5.33
8"SS
0.02
BF0
R/W LINE
114+06.13
4
3
0
2
8
6
4
5.88
5.72
0.02
1:4
4.0
0.5’
BF0
1:3
R/W LINE
111+31.49
0
3
2
5
8
6
4
2
5.51
5.27
8"SS
0.02
1:4
BF0
R/W LINE
113+63.96
0
0
3
8
SCALE: 1" = 10’ HORIZONTAL
£ BROWARD ST. £ BROWARD ST. 1" = 5’ VERTICAL
0 10 20 30 40
0 10 20 30 40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60266
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
BROWARD ST.
SHEET
NO.
64
dratican
2/22/2013
2:20:37 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
A V A V
A
V
A
V
£ BROWARD ST.
£ BROWARD ST.
8
6
4
5.90
5.55
0.02
1:3
4.0
2’
1:3
R/W LINE
116+37.87
1
6
8
6
4
2
6.37
5.75
0.02
1:4
4.4
1:4
BF0
R/W LINE
118+18.55
0
0
6
11
2
2
9
BF0
8
6
4
5.91
5.50
0.02
1:4
R/W LINE
115+86.93
1
4
8
6
4
2
6.22
5.57
0.02
1:4
4.0
1.5’
1:3
R/W LINE
117+65.10
0
0
5
11
2
BF0
1
7
BF0
8
6
4
5.76
5.36
0.02
1:4
4.0
1.5’
1:3
R/W LINE
115+38.18
0
4
8
6
4
2
5.91
5.60
0.02
1:3
4.0
1:3
1.5’
BF0
R/W LINE
117+04.75
0
1
4
13
2
BF0
2
5
SCALE: 1" = 10’ HORIZONTAL
£ BROWARD ST. £ BROWARD ST. 1" = 5’ VERTICAL
0 10 20 30 40
0 10 20 30 40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60266
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
BROWARD ST.
SHEET
NO.
65
dratican
2/22/2013
2:20:38 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
A V A V
A
V
A
V
£ BROWARD ST.
£ BROWARD ST.
8
R/W LINE
6
4
6.74
6.27
0.02
1:4
4.9
1:4
120+13.43
0
6
R/W LINE
BF0
1
13
8
6
6.39
5.83
0.02
122+15.80
3
2
0
1
4
BF0
2
8
6
4
6.29
5.88
0.02
1:4
4.6
1:4
R/W LINE
119+36.29
1
1
3
8
8
6
6.47
5.92
0.02
1:3
R/W LINE
121+90.07
1
4
3
3
2
BF0
4
BF0
8
6
4
6.35
5.84
0.02
1:4
4.6
1:4
R/W LINE
118+77.29
0
4
8
6
6.57
6.03
0.02
R/W LINE
121+28.05
3
0
BF0
0
11
4
BF0
6
13
SCALE: 1" = 10’ HORIZONTAL
£ BROWARD ST. £ BROWARD ST. 1" = 5’ VERTICAL
0 10 20 30 40
0 10 20 30 40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60266
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
BROWARD ST.
SHEET
NO.
66
dratican
2/22/2013
2:20:38 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

BROWARD ST. EARTHWORK TOTALS
REGULAR EXCAVATION 63 CY
EMBANKMENT 308 CY
Regular Exc. Embankment
A V A V
Regular Exc.
A
V
Embankment
A
V
£ BROWARD ST.
END CONSTRUCTION
END EARTHWORK
0
0
STA. 127+61.45
8
R/W LINE
7
35
6
5.67
0.02
4
6.15
1:3
4.1
1:3
123+84.11
1
5
2
20
2
BF0
8
R/W LINE
6
5.91
0.02
4
6.41
1:3
4.2
1:3
122+92.28
0
1
6
7
2
BF0
8
R/W LINE
6
6.37
5.79
0.02
1:3
122+45.83
1
2
4
2
1
BF0
SCALE: 1" = 10’ HORIZONTAL
£ BROWARD ST. 1" = 5’ VERTICAL
0 10 20 30 40
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60266
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
BROWARD ST.
SHEET
NO.
67
dratican
2/22/2013
2:20:38 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ CAROLINA AVE. A V A V
£ CAROLINA AVE.
A
V
A
V
10
8
R/W LINE
10
8
R/W LINE
6
0.02
6.23
6.69
205+34.67
2
0
6
5.0
1:3
0.02
6.02
6.56
4
3
5
4
2’
207+21.34
1
2
BF0
3
5
BF0
8" WM
8" WM
10
8
6
4
R/W LINE
5.0
2’
1:3
0.02
6.11
6.60
204+78.94
1
5
10
8
6
R/W LINE
5.2
1:4
0.02
6.02
6.62
BF0
6
22
4
2’
206+67.69
1
3
8" WM
BF0
3
6
8" WM
10
8
6
4
R/W LINE
5.2
2’
1:4
0.02
5.91
6.42
203+27.75
1
3
10
8
6
R/W LINE
5.6
1:4
0.02
6.21
6.80
BF0
8" WM
BEGIN CONSTRUCTION
BEGIN EARTHWORK
STA. 202+35.97
£ CAROLINA AVE.
0
2
0
0
5
0
4
BF0
2’
206+05.60
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
£ CAROLINA AVE.
1
4
2
4
8" WM
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
CAROLINA AVE.
SHEET
NO.
68
dratican
2/22/2013
2:20:34 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ CAROLINA AVE.
A V A V
£ CAROLINA AVE.
A
V
A
V
10
8
R/W LINE
10
8
R/W LINE
6
5.1
1:4
0.02
6.41
6.83
6
5.3
1:4
0.02
6.22
6.76
4
2’
208+77.98
4
5
4
2’
210+38.08
2
2
BF0
5
9
BF0
3
3
8" WM
8" WM
10
8
R/W LINE
10
8
R/W LINE
6
5.2
1:4
0.02
6.18
6.83
6
5.2
1:4
0.02
6.07
6.76
4
2’
208+18.42
1
3
4
2’
209+95.94
1
2
BF0
3
7
BF0
3
5
8" WM
8" WM
10
8
R/W LINE
10
8
R/W LINE
6
5.3
1:4
0.02
6.06
6.61
6
1:3
0.02
6.27
6.84
4
2’
207+55.23
1
3
4
209+32.54
2
2
BF0
2
3
BF0
5
8
8" WM
£ CAROLINA AVE.
8" WM
£ CAROLINA AVE.
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
CAROLINA AVE.
SHEET
NO.
69
dratican
2/22/2013
2:20:35 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ CAROLINA AVE.
A V A V
£ CAROLINA AVE.
A
V
A
V
10
8
6
R/W LINE
1:4
0.02
6.64
7.12
10
8
6
4
R/W LINE
1:4
0.02
6.44
6.78
215+18.36
2
7
0
6
212+46.72
1
2
4
3
8
8" WM
BF0
8" WM
10
10
8
6
4
R/W LINE
5.6
2’
1:4
0.02
6.46
6.88
211+60.75
1
2
3
6
8
6
4
2
5.8
2’
1:4
0.02
6.66
7.02
214+13.89
2
6
3
15
BF0
8" WM
8" WM
10
8
6
4
R/W LINE
BF0
5.5
3.6’
1:4
0.02
6.22
6.72
211+07.78
1
4
10
8
6
4
213+03.51
4 7
BF0
2
SCALE: 1" = 10’ HORIZONTAL
8" WM
1" = 5’ VERTICAL
£ CAROLINA AVE. £ CAROLINA AVE.
R/W LINE
6.0
6.3’
1:3
0.02
6.86
7.14
1
3
4
7
8" WM
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
CAROLINA AVE.
SHEET
NO.
70
dratican
2/22/2013
2:20:35 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ CAROLINA AVE.
A V A V
£ CAROLINA AVE.
A
V
A
V
10
8
R/W LINE
0.02
6.58
6
4.7
1:3
6.75
4
219+35.97
2
4
4
10
8" WM
10
8
R/W LINE
10
8
R/W LINE
6
4
1:3
5.1
1.5’
1:3
0.02
6.38
6.64
216+72.26
2
4
4
9
6
4
1:3
4.3
1:3
0.02
6.28
6.66
218+73.90
2
4
4
7
8" WM
8" WM
10
8
6
4
R/W LINE
1:3
4.9
2’
1:3
0.02
6.34
6.62
10
8
6
R/W LINE
1:3
0.02
6.26
6.57
216+18.36
2
5
4
218+19.59
2
3
8" WM
7
10
9
20
£ CAROLINA AVE.
8" WM
£ CAROLINA AVE.
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
CAROLINA AVE.
SHEET
NO.
71
dratican
2/22/2013
2:20:35 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ CAROLINA AVE.
A V A V
£ CAROLINA AVE.
A
V
A
V
10
8
6
4
R/W LINE
1:3
0.02
5.95
6.28
221+33.16
1
3
10
8
6
4
R/W LINE
1:3
0.02
6.30
6.62
222+84.08
2
2
6
9
3
7
8" WM
8" WM
10
10
8
6
4
R/W LINE
1:3
0.02
6.38
6.68
220+33.14
2
2
8
6
4
R/W LINE
1:3
0.02
6.21
6.56
222+33.57
1
5
3
5
3
8
8" WM
8" WM
10
8
6
4
R/W LINE
1:3
0.02
6.46
6.76
219+80.86
2
3
3
6
10
8
6
4
R/W LINE
1:3
4.2
1:3
0.02
6.16
6.41
221+82.99
2
3
8" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
£ CAROLINA AVE. 8" WM
£ CAROLINA AVE.
3
5
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
CAROLINA AVE.
SHEET
NO.
72
dratican
2/22/2013
2:20:36 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ CAROLINA AVE.
A V A V
£ CAROLINA AVE.
A
V
A
V
10
8
6
4
R/W LINE
1:3
3.8
1:3
0.02
6.60
6.92
10
8
6
R/W LINE
0.02
6.01
228+31.38
1
10
7
38
4
1:3
4.0
1:3
6.42
232+38.91
1
5
8" WM
11
31
8" WM
10
8
6
4
R/W LINE
1:4
0.02
6.16
6.64
226+04.89
1
2
2
5
10
8
6
4
R/W LINE
1:3
4.3
1:4
0.02
6.11
6.49
230+89.87
2
7
6
20
8" WM
8" WM
10
10
8
6
4
R/W LINE
1:4
0.02
6.19
6.58
225+55.07
1
3
8
6
4
R/W LINE
1:4
0.02
6.49
6.85
229+86.34
1
4
2
6
6
24
10
8" WM
10
8
6
4
R/W LINE
1:4
8" WM
0.02
6.29
6.60
225+04.10
1
3
8
6
4
R/W LINE
1:3
4.1
1:3
0.02
6.54
6.83
228+82.83
2
8
12
20
£ CAROLINA AVE. 8" WM
£ CAROLINA AVE.
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
3
15
8" WM
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
CAROLINA AVE.
SHEET
NO.
73
dratican
2/22/2013
2:20:36 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc. Embankment
A V A V
CAROLINA AVE. EARTHWORK TOTALS
REGULAR EXCAVATION 238 CY
EMBANKMENT 428 CY
Regular Exc.
A
V
Embankment
A
V
10
8
6
4
R/W LINE
1:4
£ CAROLINA AVE.
0.02
5.98
6.23
235+84.53
2
30
3
8
10
8
R/W LINE
£ CAROLINA AVE.
END CONSTRUCTION
END EARTHWORK
STA. 238+05.27
0
1
0
1
10
R/W LINE
8" WM
6
4
1:4
0.02
5.59
6.12
8
6
4
5.5
5.5’
1:2
0.02
5.90
1:100
6.19
234+50.66
11
0
8" WM
237+35.63
1
1
22
1
3
4
8" WM
10
10
8
R/W LINE
8
6
R/W LINE
1:4
0.02
5.90
6.16
6
4
0.02
6.33
6.58
233+57.48
2
3
0
5
4
8" WM
236+82.88
2
3
2
4
8" WM
10
10
8
6
R/W LINE
1:4
0.02
6.27
6.60
8
6
4
R/W LINE
1:4
0.02
6.00
6.21
236+36.17
2
2
4
233+09.38
2
5
8" WM
3
5
4
14
8" WM
£ CAROLINA AVE.
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
CAROLINA AVE.
SHEET
NO.
74
dratican
2/22/2013
2:20:36 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ FLEMING ST.
A V A V
12
£ FLEMING ST.
A
V
A
V
10
8
R/W LINE
10
8
R/W LINE
6
4
5.79
5.42
0.02
1:4
3.9
1:4
303+42.63
1
3
6
4
5.77
5.50
0.02
1:3
4.0
2’
1:3
306+57.07
2
6
2
3
11
2
8
25
6" WM
6" WM
10
8
R/W LINE
10
8
R/W LINE
6
4
5.97
5.64
0.02
1:4
4.2
1:4
302+57.27
1
4
6
4
5.95
5.53
0.02
1:3
4.0
2’
1:3
305+33.30
2
5
2
4
12
2
6
16
6" WM
6" WM
10
10
8
R/W LINE
8
R/W LINE
6
4
5.66
5.38
0.02
1:4
301+59.41
2
2
2
2
6
4
5.70
5.23
0.02
1:4
4.0
1:4
304+16.47
1
3
2
BEGIN CONSTRUCTION
BEGIN EARTHWORK
STA. 301+06.18
0
0
2
3
7
£ FLEMING ST.
6" WM
0
0
£ FLEMING ST.
6" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40 50
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
FLEMING ST.
SHEET
NO.
75
dratican
2/22/2013
2:20:30 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

£ FLEMING ST.
Regular Exc. Embankment
A V A V
£ FLEMING ST.
FLEMING ST. EARTHWORK TOTALS
REGULAR EXCAVATION 49 CY
EMBANKMENT 138 CY
Regular Exc.
A
V
Embankment
A
V
10
8
6
4
6.56
6.21
0.02
1:4
R/W LINE
309+59.51
1
3
4
9
10
8
6
6.16
5.63
0.02
1:4
END CONSTRUCTION
END EARTHWORK
STA. 311+41.05
R/W LINE
0
1
0
2
4
311+12.19
1
3
6" WM
2
4
2
6" WM
12
10
8
R/W LINE
10
8
R/W LINE
6
5.99
0.02
6
5.97
0.02
4
6.33
1:3
4.5
2’
1:3
308+90.63
1
3
4
6.22
1:4
310+61.16
2
1
5
16
3
3
2
6" WM
6" WM
10
8
6
4
6.12
5.81
0.02
1:3
4.2
1.5’
1:3
R/W LINE
307+80.64
1
5
10
8
6
6.47
6.13
0.02
1:4
R/W LINE
310+04.09
1
2
7
26
4
2
5
£ FLEMING ST. 6" WM
0
10 20 30 40 50
£ FLEMING ST.
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
6" WM
0
10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
FLEMING ST.
SHEET
NO.
76
dratican
2/22/2013
2:20:30 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ GILCHRIST ST.
A V A V
10
£ GILCHRIST ST.
A
V
A
V
10
8
6
4
5.64
5.26
0.02
1:4
3.8
2’
1:4
R/W LINE
402+35.43
1
6
8
6
4
2
5.28
5.06
0.02
1:4
3.5
1:4
R/W LINE
404+02.75
0
1
8
11
2
2
18
6" WM
6" WM
10
10
8
6
4
2
5.52
5.05
0.02
1:4
R/W LINE
401+28.24
0
1
3
9
8
6
4
2
5.43
5.18
0.02
1:3
3.5
2’
1:3
R/W LINE
403+57.18
1
2
5
9
6" WM
6" WM
10
10
8
R/W LINE
8
R/W LINE
6
4
5.38
5.27
0.02
1:4
3.7
1:4
400+79.55
1
0
7
3
6
4
5.48
5.10
0.02
1:4
3.5
1.5’
1:3
403+05.82
2
4
2
BEGIN CONSTRUCTION
BEGIN EARTHWORK
£ GILCHRIST ST. STA. 400+53.46
0
0
0
0
2
£ GILCHRIST ST.
6" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
3
13
0 10 20 30 40 50
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
GILCHRIST ST.
SHEET
NO.
77
dratican
2/22/2013
2:20:31 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

£ GILCHRIST ST.
Regular Exc.
Embankment
£ GILCHRIST ST.
Regular Exc.
Embankment
A V A V
A
V
A
V
10
8
6
4
5.52
5.15
0.02
1:4
3.5
1:4
R/W LINE
405+86.75
1
5
10
8
6
4
5.75
5.48
0.02
1:3
3.8
1:3
R/W LINE
407+65.62
2
3
2
1
13
2
3
8
6" WM
6" WM
10
10
8
6
4
5.40
5.11
0.02
1:4
3.6
1:4
R/W LINE
405+26.33
1
6
8
6
4
5.82
5.50
0.02
1:4
3.8
1:4
R/W LINE
407+08.36
1
5
2
1
14
2
2
10
6" WM
6" WM
10
10
8
6
4
2
5.34
4.89
£ GILCHRIST ST.
0.02
1:4
3.4
1:4
R/W LINE
404+63.16
1
1
6
15
8
6
4
2
5.63
5.29
£ GILCHRIST ST.
0.02
1:4
3.8
1:4
R/W LINE
406+47.86
1
1
4
11
6" WM
6" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40 50
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
GILCHRIST ST.
SHEET
NO.
78
dratican
2/22/2013
2:20:31 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

£ GILCHRIST ST.
Regular Exc.
Embankment
£ GILCHRIST ST.
Regular Exc.
Embankment
A V A V
A
V
A
V
10
10
8
6
5.72
5.43
0.02
1:4
R/W LINE
8
6
6.06
5.76
0.02
1:4
R/W LINE
412+07.49
1
1
4
409+98.98
0
6
4
5
1
2
0
19
6" WM
6" WM
10
8
6
4
5.70
5.40
0.02
1:4
3.7
1:4
R/W LINE
409+28.25
0
8
10
8
6
4
6.10
5.71
0.02
R/W LINE
411+44.52
4
4
0
7
2
2
25
6" WM
6" WM
10
10
8
6
4
5.70
5.39
0.02
1:4
3.8
1:4
R/W LINE
408+25.44
1
5
8
6
4
6.01
5.70
0.02
1:3
4.2
3.3’
R/W LINE
410+79.06
0
6
2
3
9
2
0
18
£ GILCHRIST ST. £ GILCHRIST ST.
6" WM
6" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40 50
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
CROSS SECTIONS
SHEET
NO.
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
ROAD NO.
COUNTY
COLLIER
COUNTY PROJECT NO.
69081
GILCHRIST ST.
79
dratican
2/22/2013
2:20:31 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
£ GILCHRIST ST.
Regular Exc.
Embankment
£ GILCHRIST ST.
A V A V
A
V
A
V
12
10
8
R/W LINE
10
8
R/W LINE
6
4
5.95
5.76
0.02
1:4
415+57.22
2
8
0
0
6
5.68
0.006
5.64
413+88.88
5
0
6" WM
4
9
0
6" WM
12
10
8
R/W LINE
10
8
R/W LINE
6
5.66
0.006
5.36
413+26.28
2
0
6
5.93
0.02
5.74
414+92.95
5
0
4
7
0
4
6
0
6" WM
6" WM
12
10
8
R/W LINE
10
8
R/W LINE
6
5.99
0.004
5.78
412+72.42
5
0
6
5.78
0.02
5.43
414+43.67
2
0
4
7
2
4
7
0
£ GILCHRIST ST. £ GILCHRIST ST.
SCALE: 1" = 10’ HORIZONTAL
6" WM
1" = 5’ VERTICAL
6" WM
0 10 20 30 40 50
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
GILCHRIST ST.
SHEET
NO.
80
dratican
2/22/2013
2:20:32 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc. Embankment
£ GILCHRIST ST. £ GILCHRIST ST.
A V A V
Regular Exc.
A
V
Embankment
A
V
10
10
8
R/W LINE
8
R/W LINE
6
4
6.15
5.85
0.02
1:4
4.0
1:4
417+32.31
1
8
6
4
6.02
5.67
0.02
1:3
3.7
1:3
419+10.89
0
8
2
2
21
2
2
13
6" WM
6" WM
10
10
8
6
4
6.17
5.89
0.02
1:4
3.8
1:3
R/W LINE
416+72.51
1
11
8
6
4
6.16
5.77
0.02
1:4
3.8
1:3
R/W LINE
418+62.05
2
7
2
1
18
2
3
16
6" WM
6" WM
10
10
8
6
6.14
5.70
0.02
1:3
R/W LINE
8
6
6.14
5.80
0.02
1:4
3.9
R/W LINE
4
416+12.55
0
5
4
1:4
418+05.29
1
8
2
2
6
2
3
22
£ GILCHRIST ST.
6" WM
£ GILCHRIST ST.
6" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40 50
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
GILCHRIST ST.
SHEET
NO.
81
dratican
2/22/2013
2:20:32 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

£ GILCHRIST ST.
Regular Exc.
Embankment
Regular Exc.
Embankment
A V A V
£ GILCHRIST ST.
A
V
A
V
10
8
R/W LINE
6
5.78
0.02
4
6.00
1:4
4.1
1:4
420+68.69
0
8
2
2
10
6" WM
8
10
8
R/W LINE
6
4
6.32
5.91
0.02
1:3
R/W LINE
6
5.98
5.56
0.02
1:3
2
8"SS
BF0
4
1:3
420+26.54
2
5
0
422+48.04
0
6
2
4
11
0
14
6" WM
10
10
8
6
4
5.91
5.59
0.02
1:3
3.6
1:3
R/W LINE
419+70.16
2
6
8
6
4
6.12
5.87
0.02
1:4
R/W LINE
421+96.48
0
9
2
2
15
2
1
40
£ GILCHRIST ST.
6" WM
£ GILCHRIST ST.
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40 50
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
GILCHRIST ST.
SHEET
NO.
82
dratican
2/22/2013
2:20:32 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

£ GILCHRIST ST.
GILCHRIST ST. EARTHWORK TOTALS
REGULAR EXCAVATION 100 CY
EMBANKMENT 438 CY
Regular Exc. Embankment
A V A V
Regular Exc.
A
V
Embankment
A
V
10
8
R/W LINE
END CONSTRUCTION
END EARTHWORK
STA. 424+39.01
6
6.37
5.98
0.02
1:4
4
423+96.96
0
4
0
8
8"SS
BF0
10
8
R/W LINE
6
6.54
6.17
0.02
1:4
4
423+51.75
0
5
1
13
BF0
8"SS
10
8
R/W LINE
6
6.61
6.29
0.02
1:4
4.8
4
1:4
422+99.30
0
8
1
13
BF0
£ GILCHRIST ST.
8"SS
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
0 10 20 30 40 50
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
GILCHRIST ST.
SHEET
NO.
83
dratican
2/22/2013
2:20:33 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
A V A V
A
V
A
V
£ TRAMMEL ST.
£ TRAMMEL ST.
8
6
R/W LINE
4
3.1
1:4
0.02
4.07
4.77
2
1:4
502+27.72
0
4
6"FM
0
7
BF0
8
6
R/W LINE
4
1:4
3.3
1:4
0.02
3.90
4.85
503+90.26
1
2
2
1.5’
6"FM
3
9
8
6
R/W LINE
BF0
4
3.3
1:4
0.02
4.12
4.55
2
1.8’
501+80.36
0
4
6"FM
0
10
BF0
8
6
R/W LINE
4
1:4
3.0
1:4
0.02
4.26
4.99
503+04.76
1
4
2
6"FM
1
11
8
6
R/W LINE
BF0
4
1:4
0.02
4.17
4.77
0
4
2
501+11.60
0
5
6"FM
BF0
BEGIN CONSTRUCTION
BEGIN EARTHWORK
STA. 500+49.60
0
4
£ TRAMMEL ST.
£ TRAMMEL ST.
0
5
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
TRAMMEL ST.
SHEET
NO.
84
dratican
2/22/2013
2:20:39 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ TRAMMEL ST. A V A V
£ TRAMMEL ST.
A
V
A
V
8
6
R/W LINE
8
R/W LINE
4
2
1:3
0.02
4.85
5.40
506+60.86
0
2
3
8
6
4
1:4
8"SS
0.02
4.87
5.71
509+58.21
1
2
BF0
6"FM
2
5
10
8
6
4
2
R/W LINE
1:4
BF0
4.0
2’
1:4
0.02
4.87
6"FM
5.28
506+00.32
1
5
4
13
8
6
4
R/W LINE
1:4
3.8
1:4
0.02
4.79
5.22
508+17.96
1
2
2
6"FM
6
5
BF0
8
6
R/W LINE
8
6
R/W LINE
4
1:4
0.02
4.24
4.96
504+73.00
1
1
4
1:4
0.02
4.33
5.44
507+04.50
2
1
2
6"FM
3
5
2
£ TRAMMEL ST.
6"FM
2
3
BF0
£ TRAMMEL ST.
BF0
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
TRAMMEL ST.
SHEET
NO.
85
dratican
2/22/2013
2:20:33 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ TRAMMEL ST. A V A V
£ TRAMMEL ST.
A
V
A
V
10
10
8
R/W LINE
8
R/W LINE
6
4.6
1:4
0.02
6.01
6.30
6
4
1:3
4.0
1:3
0.02
5.55
5.85
4
2
1:4
8"SS
513+25.58
0
2
6
11
2
2’
8"SS
511+38.43
1
1
7
11
0
10
8
R/W LINE
8
R/W LINE
6
4
1:4
4.2
2’
1:4
0.02
5.15
5.82
510+81.31
1
4
6
4
1:4
0.02
5.49
6.11
512+56.00
1
2
2
5
2
8"SS
2
8
2
8"SS
0
10
8
R/W LINE
8
R/W LINE
6
4
2
1:4
0.02
5.26
8"SS
£ TRAMMEL ST.
5.73
510+10.38
0
1
2
4
6
4
2
1:4
0.02
5.29
8"SS
£ TRAMMEL ST.
6.04
511+97.64
1
2
2
10
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
TRAMMEL ST.
SHEET
NO.
86
dratican
2/22/2013
2:20:33 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ TRAMMEL ST. A V A V
£ TRAMMEL ST.
A
V
A
V
8
R/W LINE
10
8
R/W LINE
6
4
1:4
5.9
1.5’
1:4
0.02
6.21
6.42
514+62.90
4
0
6
4
1:3
0.02
5.52
6.02
516+36.20
0
4
4
0
1
9
2
8
6
4
2
1:4
0.02
5.81
6.32
514+29.50
2
2
0
7
8
6
R/W LINE
1:3
0.02
5.58
6.04
4
515+71.18
0
4
2
1
12
8
6
4
2
R/W LINE
1:4
6.0
1.5’
1:4
0.02
6.04
£ TRAMMEL ST.
6.26
513+74.94
0
0
7
12
8
6
4
2
R/W LINE
1:3
4.5
2’
1:3
0.02
6.09
£ TRAMMEL ST.
6.31
515+13.34
0
4
8
7
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
TRAMMEL ST.
SHEET
NO.
87
dratican
2/22/2013
2:20:34 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ TRAMMEL ST. A V A V
£ TRAMMEL ST.
A
V
A
V
10
8
R/W LINE
10
8
R/W LINE
6
4.3
1:3
0.02
5.97
6.35
6
1:4
0.02
5.85
6.19
4
1.6’
519+62.28
0
1
6
11
4
518+03.77
0
2
1
9
10
10
8
R/W LINE
8
R/W LINE
6
1:3
4.3
1:4
0.02
6.02
6.29
6
1:3
0.02
5.95
6.29
519+02.85
0
4
4
1.5’
517+44.48
1
6
4
2
6
1
9
10
8
6
4
R/W LINE
1:4
0.02
5.52
6.17
10
8
6
R/W LINE
0.02
5.96
516+88.60
1
1
2
6
4
1:4
4.3
1.5’
1:3
£ TRAMMEL ST.
6.24
518+47.94
1
2
£ TRAMMEL ST.
1
3
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
TRAMMEL ST.
SHEET
NO.
88
dratican
2/22/2013
2:20:39 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

Regular Exc.
Embankment
Regular Exc.
Embankment
£ TRAMMEL ST.
A V A V
A
V
A
V
£ TRAMMEL ST.
R/W LINE
10
8
6
4
1:4
0.02
6.07
6.37
521+09.99
1
4
10
8
6
4
R/W LINE
1:4
4.5
1:4
0.02
5.95
6.27
523+31.39
0
1
6
13
2
15
6" WM
10
8
6
4
R/W LINE
1:3
3.9
1:3
0.02
6.15
6.28
520+51.75
1
10
10
8
6
4
R/W LINE
1:4
4.5
2’
1:4
0.02
5.97
6.23
522+73.54
1
7
2
10
1
12
6" WM
10
8
6
R/W LINE
1:3
0.02
5.93
6.28
10
8
6
R/W LINE
1:4
0.02
5.94
6.36
4
520+10.22
1
3
4
522+22.06
0
6
1
8
£ TRAMMEL ST.
2
22
£ TRAMMEL ST.
6" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
TRAMMEL ST.
SHEET
NO.
89
dratican
2/22/2013
2:20:34 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

£ TRAMMEL ST.
Regular Exc. Embankment
A V A V
TRAMMEL ST. EARTHWORK TOTALS
REGULAR EXCAVATION 74 CY
EMBANKMENT 373 CY
Regular Exc.
A
V
Embankment
A
V
£ TRAMMEL ST.
10
8
6
4
R/W LINE
1:4
0.02
6.09
6.49
525+56.21
1
1
2
5
10
8
6
R/W LINE
1:10
0.02
END CONSTRUCTION
END EARTHWORK
STA. 528+02.57
6.01
6.51
0
3
0
9
4
527+23.72
2
6
6" WM
1
8
6" WM
10
8
R/W LINE
6
4
10
8
R/W LINE
1:4
6" WM
0.02
6.25
6.49
525+10.16
1
2
3
5
10
8
6
4
R/W LINE
1:4
0.02
6.37
6.55
526+83.33
0
0
5
13
6
1:4
0.02
6.18
6.64
6" WM
4
524+54.60
1
2
1
6
6" WM
10
10
8
6
R/W LINE
1:4
0.02
6.17
6.71
8
6
R/W LINE
1:4
0.02
6.25
6.55
4
£ TRAMMEL ST.
524+04.17
0
0
5
14
4
£ TRAMMEL ST.
526+08.60
0
1
5
7
6" WM
6" WM
SCALE: 1" = 10’ HORIZONTAL
1" = 5’ VERTICAL
40
30
20
10
0
40
30
20
10
0
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY PROJECT NO.
COLLIER 69081
CROSS SECTIONS
TRAMMEL ST.
SHEET
NO.
90
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2/22/2013
2:20:39 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\RDXSRD01.DGN

STORMWATER POLLUTION PREVENTION PLAN
NAPLES MANOR SIDEWALK IMPROVEMENTS
COUNTYPROJECT ID.: 69081, COLLIER COUNTY.
SOIL HYDROLOGIC GROUP
I. SITE DESCRIPTION:
(1) NATURE OF CONSTRUCTION ACTIVITY:
THE PROPOSED IMPROVEMENTS TONAPLES MANOR INCLUDE THE ADDITION OF SIDEWALK AND ASSOCIATED
DRAINAGE ALONGCAROLINAAVENUE, TRAMMELSTREET, GILCHRIST STREET, BROWARD STREET AND FLEMINGSTREET.
THE PROJECT IS LOCATED IN COLLIER COUNTY. THE PROPOSED PROJECT IS APPROXIMATELY2.325 MILES LONG.
(14) PINEDA FINE SAND
(21) BOCA FINE SAND
(33) URBAN LAND-HOLOPAW-BASSINGER COMPLEX
(34) URBAN LAND-IMMOKALEE-OLDSMAR LIMESTONE SUBSTRATUM COMPLEX
C/D
A/D
A/D
B/D
(2) SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:
(a) THE CONTRACTOR SHALLBE REQUIRED TOPREPARE ASITE SPECIFIC EROSION AND SEDIMENT CONTROL
PLAN ALONG WITH ADETAILED CONSTRUCTION SCHEDULE TOINDICATE DATES OF MAJOR GRADING
ACTIVITIES AND DETERMINE SEQUENCES OF TEMPORARYAND PERMANENT SOILDISTURBINGACTIVITIES
ON ALL PORTIONS OF THE PROJECT.
(b) THE CONTRACTOR WILLBE REQUIRED TOMODIFYTHE PLAN OR MATERIALS TOADAPT TOSEASONAL
VARIATIONS, CONSTRUCTION ACTIVITYVARIATIONS, OR AS DIRECTED BYTHE ENGINEER.
(c) APPLICABLE EROSION AND SEDIMENT CONTROLDEVICES AND IMPLEMENTATION PROCEDURES ARE SUPPLIED
IN THE FDOT STANDARD INDEXES 100 THROUGH 106 AND THE STATE OF FLORIDAEROSION AND SEDIMENT
CONTROL DESIGNER AND REVIEW MANUAL (E&SC MANUAL).
(d) THE ENGINEER IS RESPONSIBLE FOR DETERMININGIF ANYMODIFICATIONS OR ADDITIONALCONTROLS ARE
REQUIRED AND TOOBTAIN DEPLOYMENT SCHEDULES FOR THE IMPLEMENTATION OF ALLADDITIONAL
EROSION AND SEDIMENT CONTROL DEVICES FROM THE CONTRACTOR.
(3) GENERAL NOTES:
(a) ALLEROSION AND SEDIMENT CONTROLDEVICES FOR EACH PHASE OF WORK ARE TOBE INSTALLED PRIOR
TO BEGINNING WORK ON THAT PHASE.
(b) INSTALLEROSION AND SEDIMENT CONTROLDEVICES WHERE LISTED IN THE CONTRACTOR’S APPROVED
EROSION AND SEDIMENT CONTROLPLAN FOR PERIMETER CONTROLS BEFORE THE LAND IS DISTURBED.
(c) PROVIDE SEDIMENT BARRIERS WHERE LISTED IN THE CONTRACTOR’S APPROVED EROSION AND SEDIMENT
CONTROL PLAN FOR DITCH/SWALE CHECK DAMS DURING CONSTRUCTION.
(d) PROVIDE INLET PROTECTION SYSTEMS AT INLET OPENINGS.
(e) COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE.
(f) DONOT DISTURB AN AREAUNTILIT IS NECESSARYFOR CONSTRUCTION TOPROCEED.
(g) TIME CONSTRUCTION ACTIVITIES TOLIMIT IMPACT FROM SEASONALCLIMATE CHANGES OR WEATHER EVENTS.
(h) DONOT REMOVE PERIMETER CONTROLS UNTILALLUPSTREAM AREAS ARE FULLYSTABILIZED
AND PERMANENT VEGETATION IS ESTABLISHED.
(4) PROJECT AREAS:
THE ESTIMATED TOTALPROJECT AREAIS 17.2 ACRES. THE ESTIMATED AREABE DISTURBED DURING
CONSTRUCTION ACTIVITIES IS 5.3 ACRES.
(5) RUNOFF COEFFICIENTS BEFORE Cw (B), DURINGCw (D) AND AFTER Cw (A) CONSTRUCTION:
RUNOFF COEFFICIENT FOR: GRASSED SHOULDERS ADJACENT TOROADWAY: C=0.35
IMPERVIOUS ROADWAYS AND PAVED SHOULDER: C=0.95
DISTURBED AREAS, EXPOSED SOIL, ETC., DURING CONSTRUCTION: C=0.4
WEIGHTED RUN-OFF COEFFICIENT:
BEFORE: Cw (B) = 0.59 DURING: Cw (D) = 0.61 AFTER: Cw (A) = 0.64
THE RUN-OFF COEFFICIENT DURINGCONSTRUCTION, Cw (D), IS CALCULATED ASSUMINGTHAT THE MAXIMUM
ALLOWABLE AREAOF SOILIS DISTURBED DURINGCONSTRUCTION AND THE REMAININGAMOUNT IS THE
EXISTING IMPERVIOUS AND GRASSED SHOULDER AREAS.
(8)
(7) ESTIMATED DRAINAGE FLOW DIRECTION AND AVERAGE SLOPE OF DRAINAGE AREAFOR EACH OUTFALL:
RECEIVING WATERS:
ROOKERY BAY, GULF OF MEXICO
No.
1
2
STATION
CROSS DRAIN LATTITUDE LONGITUDE
(11) WETLAND AND/OR SURFACE WATER IMPACTS ARE NOT ANTICIPATED WITH THE PROPOSED IMPROVEMENTS.
(12)
(a) SITE MAP: N/A
(b) DRAINAGE MAPS OR MAPS WITH APPROPRIATE CONTOURS: N/A
(9) THE OUTFALLS ARE NOT 303(d) LISTED, IMPAIRED WATERS FOR PARAMETERS SUCH AS TOTAL
SUSPENDED SOLIDS (TSS), TURBIDITY, NUTRIENTS, DISSOLVED OXYGEN, FECALCOLIFORM, ETC.
(10) OUTFALL LOCATIONS:
»¿215+70 CAR
»¿222+56 CAR
»¿229+31 CAR
(a) EXISTINGDRAINAGE FLOWS ARE TYPICALLYFROM THE EAST TOTHE WEST. RUNOFF SHEET FLOWS
(b) OFF-SITE RUNOFF SHOULD BE DIVERTED AWAYOR THROUGH THE CONSTRUCTION AREA, IF POSSIBLE.
THIS ADDITIONALFLOW, IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TOSTRUCTURALPRACTICES,
REQUIRING MORE FREQUENT MAINTENANCE AND LIMITINGEFFECTIVENESS OF EROSION AND SEDIMENT
CONTROLS.
(c) THE CONTRACTOR WILLPROVIDE POLLUTION CONTROLBYIMPLEMENTINGDUST CONTROLDURINGALL
PHASES OF CONSTRUCTION. SEDIMENT CONTROLWILLBE ACCOMPLISHED BYUSINGSTREET OR VACUUM
SWEEPERS.
30" RCP
18’ RCP
3 18’ RCP
DESCRIPTION OF STORMWATER MANAGEMENT:
INTOASERIES OF ROADSIDE DITCHES AND ULTIMATELYOUTFALLS TOTHE GULF OF MEXICO.
(d) STORMWATER RUNOFF SHALLBE CONVEYED TOEITHER TEMPORARYSEDIMENT BASINS, CONTAINMENT
SYSTEMS AND/OR TOPERMANENT STORMWATER MANAGEMENT FACILITIES (TREATMENT AND ATTENUATION
PONDS). THE PROPOSED SEDIMENT BASINS, CONTAINMENT SYSTEMS AND/OR STORMWATER MANAGEMENT
FACILITIES SHALLBE CONSTRUCTED DURINGTHE INITIALPHASE OF CONSTRUCTION AND USED DURING
CONSTRUCTION OF THE ROADWAY. THE OUTFALLSTRUCTURES ARE TOBE PLUGGED WHEN TEMPORARY
SEDIMENT BASINS, CONTAINMENT SYSTEMS OR PERMANENT STORMWATER MANAGEMENT FACILITIES
ARE USED FOR EROSION AND SEDIMENT CONTROL.
(e) THE CONTRACTOR SHALLTAKE ALLREASONABLE PRECAUTIONS TOPREVENT UNAUTHORIZED MATERIALS
FROM ENTERING WETLANDS, WATERWAYS, OTHER SURFACE WATERS OR WATERS OF THE U.S.
(6) DESCRIPTION OF SOIL OR QUALITY OF DISCHARGE:
THE SOILWITHIN THE PROJECT AREAIS WELLDRAINED. THE SOILS THAT EXIST WITHIN THE PROJECT
LIMITS ARE LISTED IN THE TABLE BELOW. ALLINFORMATION IS TAKEN FROM THE NRCS SOILSURVEYOF
COLLIER COUNTY.
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
STORMWATER POLLUTION
PREVENTION PLAN (1)
SHEET
NO.
91
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2:20:44 PM
P:\CollierCo_NaplesManor\69081_PlanSet\roadway\SWPPRD01.dgn

II. CONTROLS:
SEDIMENT AND EROSION CONTROLS
(1) WATER QUALITY MONITORING:
(a) WATER QUALITYMONITORINGSHALLBE CONDUCTED IN ACCORDANCE WITH THE SPECIALCONDITIONS
OF ANYENVIRONMENTALPERMIT OR BYTHE CONTRACTOR UPON THE OBSERVATION THAT
WATER QUALITYSTANDARDS MAYBE VIOLATED BYTHE CONTRACTOR’S ACTIVITIES. MONITORING
LOCATIONS MAYBE SPECIFIED IN THE ENVIRONMENTALPERMIT OR MAYBE DESIGNATED BY
THE CONTRACTOR AND APPROVED BY THE PROJECT ADMINISTRATOR.
(b) THE PROJECT ADMINISTRATOR WILLBE RESPONSIBLE FOR MONITORINGANYACTIVITIES FOR VIOLATION
OF WATER QUALITYSTANDARDS AS THEYRELATE TOTURBIDITYNOGREATER THAN 29 NEPHELOMETRIC
TURBIDITYUNITS (NTU’S) BACKGROUND OR GREATER THAN 0 NTU’S ABOVE BACKGROUND FOR DIRECT
DISCHARGES TO OUTSTANDING FLORIDA WATERS (OFW).
(c) IF WATER QUALITYSTANDARDS ARE VIOLATED, CONSTRUCTION SHALLBE STOPPED IMMEDIATELY,
THE ENVIROMENTALPERMIT CONDITIONS FOLLOWED AND EROSION AND SEDIMENT CONTROLDEVICES
REEVALUATED AND APPROVED BYTHE ENGINEER PRIOR TOANYCONTINUATION OF ACTIVITY.
MONITORINGACTIVITIES AND TURBIDITYREADINGS SHALLBE RECORDED ON THE CONSTRUCTION
INSPECTION REPORT AND CONTINUED UNTILTURBIDITYREADINGS FALLBELOW AN ACCEPTABLE LEVEL
(LESS THAN 29 NTU’S ABOVE BACKGROUND OR LESS THAN 0 NTU’S ABOVE BACKGROUND FOR DIRECT
DISCHARGES TO OFW’S).
(d) WATER QUALITYMONITORING MAYBE CONDUCTED DURINGANYPHASE OF CONSTRUCTION AS DIRECTED
BY THE PROJECT ENGINEER.
(2) STABILIZATION PRACTICES:
(a) STABILIZATION MEASURES SHALLINCLUDE, BUT NOT BE LIMITED TOMAINTAINING, ESTABLISHINGAND
USINGVEGETATION, APPLYING MULCHES, SODDING, SEEDING, BMP’S AND THE USE OF ROLLED EROSION
CONTROLLED PRODUCTS. WHEN CONSTRUCTION ACTIVITIES HAVE TEMPORARILYOR PERMANENTLY
CEASED, SIDE SLOPES SHALLBE STABILIZED WITH PERFORMANCE SODDINGOR SEEDINGOR ANYOTHER
APPROVED METHOD OF STABILIZATION INCLUDED IN THE STATE OF FLORIDAEROSION AND SEDIMENT
CONTROL DESIGNER AND REVIEW MANUAL (E&SC MANUAL).
(b) STABILIZATION SHALLTAKE PLACE AS SOON AS PRACTICALIN PORTIONS OF THE PROJECT WHERE
CONSTRUCTION ACTIVITIES HAVE CEASED, BUT NOLATER THAN 7 DAYS AFTER ANYCONSTRUCTION
ACTIVITY CEASES EITHER TEMPORARILY OR PERMANENTLY.
(c) ALLEROSION CONTROLDEVICES SHALLBE INSTALLED ACCORDINGTOTHE CONTRACT DOCUMENTS,
AND THE CONTRACTOR’S APPROVED EROSION CONTROL PLAN.
(d) ANYTEMPORARYMATERIALUSED FOR POLLUTION OR EROSION AND SEDIMENT CONTROLDURING
CONSTRUCTION SHALLBE REMOVED AT THE COMPLETION OF THE PROJECT AND FINALSTABILIZATION
OF THE PROJECT HAS BEEN ACHIEVED.
(e) SEDIMENT BARRIERS SHOULD BE USED ALONGTHE LENGTH OF THE PROJECT WHERE THE GROUND
SLOPES AWAYFROM THE RIGHT OF WAYOR WHERE THERE IS POTENTIALFOR SEDIMENT TOBE
DIRECTED OFF-SITE. PARTICULAR CARE SHOULD BE USED WHEN THERE ARE WETLANDS OR WATERS
OF THE U.S. ARE INVOLVED. SEDIMENT BARRIERS SHOULD BE USED AROUND THE PERIMETER OF
STOCKPILE AREAS.
(f) SPACINGOF SEDIMENT BARRIERS USED AS DITCH OR SWALE CHECKS/DAMS SHOULD BE BASED UPON
THE HEIGHT OF THE BARRIER AND THE SLOPE OF THE DITCH OR SWALE.
(g) THE CONTRACTOR SHALLBE RESPONSIBLE FOR MODIFYINGSOILTRACKINGPREVENTION SYSTEMS
OR PROCEDURES AS NEEDED.
(3) STRUCTURAL PRACTICES FOR EROSION AND SEDIMENT CONTROL
(a) ROLLED EROSION CONTROL PRODUCTS (ARTIFICIAL COVERINGS)
PURPOSE:TOPROTECT DISTURBED SLOPE SURFACES AGAINST EROSION DUE TORAINFALLOR FLOWING WATER.
(1) USED FOR PAUSES IN CONSTRUCTION DUE TOINCLEMENT WEATHER OR OTHER CIRCUMSTANCES.
COULD INCLUDE NATURALOR SYNTHETIC FIBER MATS, PLASTIC SHEETINGOR NETS.
(2) USED FOR EROSION CONTROLTHAT FACILITATES PLANT GROWTH WHILE PERMANENT GRASS IS ESTABLISHED.
COULD INCLUDE BIODEGRADABLE EROSION CONTROLBLANKETS INSTALLED ON ASEEDED AREA, ON FILL
SLOPES OR IN DITCHES.
(3) USED TOSTABILIZE DRAINAGE CHANNELS. CONSULT E&SC MANUALTODETERMINE CORRECT PRODUCT
TYPE FOR CHANNEL STABILIZATION.
(b) RUNOFF CONTROL STRUCTURE (TEMPORARY SLOPE DRAIN)
PURPOSE:TOPROTECT HILLSIDE SURFACES AGAINST EROSION DUE TOCONCENTRATED FLOW OF RUNOFF WATER.
(1) USED ON FILLSLOPES AND CUT SLOPES TOREDUCE SEDIMENT TRANSPORT AND COULD INCLUDE
TEMPORARYSLOPE DRAINS, GRASS-LINED CHANNELS, ROCK-LINED CHANNELS AND CHECK DAMS.
(2) RUNOFF CONTROLSTRUCTURES TYPICALLYDISCHARGE TOASEDIMENT BASIN.
(c) SEDIMENT BASIN (CONTAINMENT SYSTEM)
PURPOSE:ACONTAINMENT SYSTEM IS DESIGNED TODETAIN AN ADEQUATE VOLUME OF RUNOFF, REDUCE
THE VELOCITYOF FLOW THROUGH THE SYSTEM, ALLOW FOR SETTLEMENT OF SUSPENDED SOLIDS
(e) FLOATING TURBIDITY BARRIER
PURPOSE:USED IN PERMANENT BODIES OF WATER TORETAIN SEDIMENT AND FLOATINGDEBRIS FROM A
CONSTRUCTION AREASOTHAT REMOVALOR CONTAINMENT OF THE MATERIALIS POSSIBLE.
(f) STAKED TURBIDITY BARRIER
PURPOSE:THIS ITEM IS COMMONLYUSED IN AREAS WHERE CONTINUOUS CONSTRUCTION ACTIVITIES
(g) INLET PROTECTION SYSTEM
PURPOSE:ANYOF ANUMBER OF SEDIMENT BARRIERS THAT EITHER PREVENT SEDIMENT FROM
(1)
(2)
(3)
THEYARE ALSOUSED TOCONTROLMIGRATION OF SUSPENDED SEDIMENTS.
(1) TYPE I, LIGHT DUTY, IS USED WHERE THERE IS LITTLE OR NOCURRENT, NO WIND AND NO WAVE ACTION.
(2) TYPE II, MODERATE DUTY, IS USED WITH SOME CURRENT ( 5.0’.
CHANGE THE NATURAL CONTOURS AND DRAINAGE RUNOFF PATTERNS.
(1) COMMONLYUSED IN LAKES AND STREAMS AS ASEDIMENT CONTAINMENT SYSTEM. SHOULD NOT BE
USED WHERE WATER CURRENTS MOVE THE CURTAIN AND DISLODGE COLLECTED SEDIMENTS.
(2) MAXIMUM DEPTH OF PANEL IS 3’-8’’.
(3) POST MUST BE A MINIMUM LENGTH OF 5.0’AND A MINIMUM OF 10"OF FABRIC MUST BE IMBEDDED
IN THE GROUND.
ENTERINGAN INLET OR TRAP THE SEDIMENTS ONCE THEYENTER THE INLET.
TYPICALAPPLICATIONS INCLUDE ROCK BARRIERS, FRAME AND FILTER BARRIERS, CURB INLET "SUMP"
BARRIER, CURB INLET DIVERSION BERM, CURB AND GUTTER SEDIMENT CONTAINMENT SYSTEM OR CURB
INLET INSET.
SHOULD BE INSTALLED ONLYWHEN CONSTRUCTION ACTIVITIES ARE ON-GOINGAND ONLYWHERE SUMP
CONDITIONS EXIST.
SHOULD NOT BE USED WHEN CONSTRUCTION IS COMPLETE AND SHOULD NOT BE USED IN AREAS WHERE
FLOODING COULD ENCROACH INTO THE TRAVEL LANES.
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
STORMWATER POLLUTION
PREVENTION PLAN (2)
SHEET
NO.
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(4)
(h) SOIL TRACKING PREVENTION DEVICE
PURPOSE:TEMPORARYSTRUCTURES TOASSIST WITH THE REMOVALOF SOILMATERIALCAPTURED ON
(1)
DEWATERING OPERATIONS
DESCRIPTION: DEWATERINGOPERATIONS ARE PRACTICES THAT MANAGE THE DISCHARGE OF TURBID WATER
WHEN WATERS OTHER THAN STORMWATER AND ACCUMULATED SURFACE WATERS MUST BE
REMOVED FROM ALOCATION SOTHAT CONSTRUCTION WORK MAYBE ACCOMPLISHED. THESE
WATERS CAN INCLUDE GROUNDWATER, WATER FROM COFFERDAMS, WATER DIVERSIONS AND
WATERS USED DURINGCONSTRUCTION THAT MUST BE REMOVED FROM A WORK AREA.
(a) ENVIRONMENTALAGENCIES ARE ESPECIALLYCONCERNED WITH THE PROTECTION OF WETLANDS FROM
DRAWDOWN EFFECTS, PROTECTINGRECEIVINGBODIES FROM SEDIMENTATION AND POSSIBLE CAPACITY
LIMITATIONS.
VEHICLE TIRES BEFORE THE VEHICLES ENTER THE ROADWAY.
USE ONE DEVICE PER MILE.
(2) USE ADDITIONALDEVICES FOR CONSRUCTION AREAS THAT ARE NOT ADJACENT TOTHE ROAD RIGHT
OF WAYAND NOACCESS IS PROVIDED THROUGH ASOILTRACKINGPREVENTION DEVICE.
(b) THREE PRIMARYMETHODS OF DEWATERINGCOMMONLYUSED IN FLORIDAARE RIM-DITCHING,
SOCK/PIPE/HORIZONTAL WELLS AND WELL-POINT SYSTEMS.
(c) METHODS FOR CONTAININGSEDIMENTATION CAN INCLUDE ACOMBINATION OF BMP’S AND SEDIMENT TRAPS,
SEDIMENT BASINS, GRAVITYBAGFILTERS, WEIR TANKS, DEWATERINGTANKS, SAND MEDIA/PRESSURIZED
BAGS AND CHEMICAL TREATMENTS.
IV. MAINTENANCE:
THE CONTRACTOR SHALLBE RESPONSIBLE FOR MAINTENANCE AND REPAIRS OF ALLEROSION AND SEDIMENT
CONTROLDEVICES AND REMOVALOF EROSION AND SEDIMENT CONTROLDEVICES WHEN NOTICE OF TERMINATION
IS MAILED. THE CONTRACTOR SHALLBE RESPONSIBLE FOR THE REMOVALAND PROPER DISPOSALOF SEDIMENT
BUILDUP THROUGH THE LIFE OF THE INSTALLED EROSION AND SEDIMENT CONTROLDEVICES.
(1) ALLCONTROLMEASURES WILLBE MAINTAINED DAILYBYTHE CONTRACTOR AND ALLMEASURES WILLBE
V. INSPECTION:
MAINTAINED IN GOOD WORKINGORDER. IF AREPAIR IS NECESSARY, IT WILLBE INITIATED WITHIN 24
HOURS OF NOTICE.
(2) SODDING WILLBE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHYGROWTH.
(3) SYNTHETIC BALES SHALLBE MAINTAINED TOENSURE THEIR USEFULNESS AND NOT BLOCK OR IMPEDE
STORMWATER FLOW OR DRAINAGE.
(4) STAKED SILT FENCES SHALLBE REPLACED EVERYTWELVE (12) MONTHS OR WHEN THEYHAVE SERVED
THEIR USEFULNESS SOAS NOT TOBLOCK OR IMPEDE STORMWATER FLOW OR DRAINAGE.
(5) STABILIZED CONSTRUCTION ENTRANCES SHALLBE MAINTAINED TOPREVENT CLOGGINGOF ROCK BEDDING
WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE.
(1) THE CONTRACTOR SHALLINSTALLAND MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD
WEEKLY RAINFALL IN ACCORDANCE WITH THE NPDES PERMIT.
(2) ALLEROSION AND SEDIMENT CONTROLMEASURES WILLBE INSPECTED DAILYBYCONTRACTOR’S PERSONNEL
WHO ARE F.D.E.P. CERTIFIED STORMWATER MANAGEMENT INSPECTORS.
(3) THE CONTRACTOR SHALLCOMPLETE ALLSWPPP INSPECTION REPORT FORMS REQUIRED FOR THE NPDES
PERMIT.
III. OTHER CONTROLS:
(1) WASTE DISPOSAL
(a) THE CONTRACTOR WILLPROVIDE LITTER CONTROLAND COLLECTION WITHIN THE PROJECT BOUNDARIES
DURING CONSTRUCTION ACTIVITIES.
(b) ALLFERTILIZER AND CHEMICALCONTAINERS SHALLBE DISPOSED OF BYTHE CONTRACTOR ACCORDING
TO EPA’S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER.
(c) NOSOLID MATERIALS, INCLUDINGBUILDINGAND CONSTRUCTION MATERIALS, SHALLBE DISCHARGED
TO WETLANDS OR BURIED ON SITE.
(d) ALLSANITARYWASTE WILLBE COLLECTED FROM PORTABLE UNITS BYALICENSED SANITARYWASTE
MANAGEMENT CONTRACTOR AS REQUIRED BY STATE REGULATIONS.
VI. TRACKING AND REPORTING:
(1) THE CONTRACTOR SHALLSUBMIT A WEEKLYREPORT TOTHE COUNTYDOCUMENTINGTHE DAILY
INSPECTIONS AND MAINTENANCE OR REPAIRS TOTHE EROSION AND SEDIMENT CONTROLDEVICES.
THE CONTRACTOR SHALLMAINTAIN ALLREQUIRED REPORTS AND COMPLETE ALLSWPPP INSPECTION FORMS.
(2) PREPARATION OF ALLTHE CONTRACTOR’S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED
FOR THE CONTROLAND ABATEMENT OF EROSION AND WATER POLLUTION, SHALLBE INCLUDED IN THE
INDIVIDUAL COSTS OF THE EROSION AND SEDIMENT CONTROL DEVICES.
(3) THE CONTRACTOR SHALLUSE THE SWPPP INSPECTION FORM FOR DAILYINSPECTION # 650-040-03.
(2) OFF-SITE VEHICLE TRACKING- WILLBE CONTROLLED BYTHE FOLLOWING METHODS:
(a) LOADED HAULTRUCKS ARE TOBE COVERED BYATARPAULIN AT ALLTIMES.
(b) EXCESS DIRT ON ROAD WILL BE REMOVED DAILY.
(3) STATE AND FEDERALREGULATIONS: PERMITS WILLBE REQUIRED FROM THE FOLLOWINGAGENCIES:
FDEP (NPDES)
(4) NON-STORMWATER (INCLUDING SPILL REPORTING)
THE CONTRACTOR WILLPROVIDE THE COUNTYWITH AN EROSION AND SEDIMENT CONTROLPLAN THAT WILL
INCLUDE SPILLCONTAINMENT, REPORTING, AND RESPONSES. THE PLAN SHALLSPECIFYWHAT MANAGEMENT
PRACTICES AND CONTAINMENT METHODS WILLBE USED TOPREVENT POTENTIALPOLLUTANTS (FUEL,
LUBRICANTS, HERBICIDES, ETC.) FROM SPILLINGONTOTHE SOILOR INTOTHE SURFACE WATERS. IF ASPILL
DOES OCCUR, OR IF CONTAMINATED SOILOR GROUNDWATER IS ENCOUNTERED, CONTACT COLLIER COUNTY.
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
STORMWATER POLLUTION
PREVENTION PLAN (3)
SHEET
NO.
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GENERAL NOTES:
1. THE EXISTING SPEED LIMITS SHALL REMAIN IN EFFECT FOR ALL TRAFFIC CONTROL AREAS. THE POSTED SPEED IS 25 MPH.
SIDE STREET
2. ALL DROP-OFF CONDITIONS SHALL BE ADDRESSED WITH STANDARD INDEX 600, NOTE 4,
SHEET 9 OF 12. DROP-OFFS WILL NOT BE PERMITTED IN IN-ACTIVE WORK ZONES.
3. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED TO CREATE A
WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE
CONSTRUCTION IN THAT AREA.
W20-1F
4. THE CONTRACTOR SHALL NOT EXCAVATE ANY AREAS THAT CANNOT BE SAFELY REOPENED
TO TRAFFIC WITHIN THE SAME WORK PERIOD. THE CONTRACTOR SHALL CONTACT THE
PROPERTY OWNER 96 HOURS PRIOR TO CLEARING AND GRUBBING EXISTING SPRINKLER
SYSTEMS, SIGNS OR LANDSCAPING TO BE REMOVED WITHIN THE PROJECT LIMITS.
AHEAD
WORK
ROAD
5. ANY EXISTING SIGN TO REMAIN THAT IS DISTURBED DURING CONSTRUCTION SHALL BE RESET
TO CURRENT STANDARDS FOR HEIGHT, OFFSET, AND METHOD OF INSTALLATION.
6. PEDESTRIAN TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH INDEX 660.
7. CONFLICTING EXISTING PAVEMENT MARKINGS SHALL BE REMOVED BY WATER BLASTING
ONLY. ALL EXISTING PAVEMENT MARKINGS THAT ARE ALTERED SHALL BE REPLACED UPON
COMPLETION OF THE PROJECT.
200’
ADVANCE WARNING SIGN DIAGRAM AT UNSIGNALIZED INTERSECTION
NTS
TRAFFIC CONTROL NOTES:
1. INSTALL ADVANCED WARNING SIGNS AND BARRICADES UTILIZING STANDARD INDEXES
600, 602 AND 603.
2. CONSTRUCT SIDEWALK AND PEDESTRIAN FEATURES UTILIZING THE STANDARD INDEX 600 SERIES.
BEGIN/END LIMITS
OF CONSTRUCTION
G20-2A
END
ROADWORK
500’
W20-1F
MOT-14-04
W21-1
AHEAD
WORK
ROAD
PRESENT
W HEN W ORKERS
DOUBLED
SPEEDING FINES
500’
500’
ADVANCE WARNING SIGN DIAGRAM AT BEGIN/END CONSTRUCTION
NTS
DATE
DESCRIPTION
REVISIONS
DATE
DESCRIPTION
AIM Engineering & Surveying, Inc.
3802 CORPOREX PARK DRIVE STE. 225
TAMPA, FLORIDA 33619
TELEPHONE (888) 627-4144
FAX (813) 664-1899
CERTIFICATE OF AUTHORIZATION NO. 3114
E.O.R. DAWN M. RATICAN P.E. NO. 60226
COLLIER COUNTY TRANSPORTATION
ENGINEERING DEPARTMENT
ROAD NO. COUNTY COUNTY NO.
COLLIER 69081
TRAFFIC CONTROL PLAN
SHEET
NO.
94
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