N_PUTNAM_DRAINAGE_CONSTRUCTION_PLANS.pdf
PDF 20 MB Posted
- Attached to
- North Putnam Drainage Improvements 2025
- Solicitation number
- Bid 26-04
- Issued by
- Putnam County, Florida
About this file
This is a construction plan document for the Putnam County Board of County Commissioners in Florida, prepared by Tocoi Engineering Company under the direction of engineer John J. Mahoney III, P.E. The project, North Putnam Drainage Improvements 2025, encompasses drainage improvements across two roadways in Northeastern Putnam County: Palmetto Bluff Road and Millican Road. The scope of work includes installation of drainage piping, construction and redevelopment of swales, installation of drainage structures, clearing and grubbing of discharge easements, traffic control implementation, grading and shoulder dressing, sodding and seeding, asphalt feathering at connected driveways and roadways, open cutting of asphalt for drainage installation, roadway repairs at cut locations, and pavement striping. The comprehensive construction plans contain 12 drawing sets including demolition plans, overall project maps, drainage plans with profiles and tables for both roadways, erosion control details, drainage details, roadway cross-sections, maintenance of traffic (MOT) details, and stormwater pollution prevention plan (SWPPP) contractor requirements and certification documents.
The construction plans provide detailed technical specifications for contractors bidding on the project, including sediment and erosion control measures such as filter barriers in drainage ways, coir bale barriers, silt fence construction, and turbidity barriers. Contractors are required to maintain SWPPP compliance with sediment basin structural controls and complete inspections every seven days and within 24 hours of any rainfall event of 0.25 inches or more. The project involves multiple parcels with identified property owners and includes provisions for temporary dewatering during construction. The Putnam County Board of County Commissioners reserves the right to award to one or more qualified bidders and will evaluate proposals both by individual roadway and collectively. The County Engineer and Project Manager are identified as Scott Knowles, P.E., and Doneda Cole, respectively, with overall project oversight by the County Administrator Terry Suggs and Director of Public Works James Stout.
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Text version
COVER SHEET
GENERAL NOTES
DEMOLITION PLAN
OVERALL MAP
PALMETTO BLUFF ROAD AND CEDAR DRIVE
PROPOSED DRAINAGE PLAN, PROFILES
AND TABLES
MILLICAN ROAD PROPOSED DRAINAGE
PLAN, PROFILES AND TABLES
EROSION CONTROL DETAILS
DRAINAGE DETAILS
ROADWAY CROSS SECTION
MOT DETAILS
SWPPP CONTRACTOR REQUIREMENTS
SWPPP CONTRACTOR CERTIFICATION
B&W JOB NO: 25000917
CLIENT CODE: PUTPW
OWNER:
SURVEYOR:
Putnam County Board of County Commissioners 2509 Crill Ave Palatka, FL 32177
TEL: (386) 329-0205
Allen Company James Rickman, P.S.M, Sr Vice President of Land 16 E Plan Street Winter Garden, FL 34787
TEL: (407) 654-5355
CALL BEFORE YOU DIG
800-432-4770
INDEX OF DRAWINGS
3A-3K
5A-5G
6A-6F
7A-7B 8A-8D 9A-9B
10A-10B
ENGINEER:
PUTNAM COUNTY
LOCATION MAP
N.T.S.
PROJECT OWNER AND CONSULTANTS
JOHN J. MAHONEY III, P.E.
FLA. REGISTERED ENGINEER, #40177November 26, 2025
SAFETY IS IN YOUR HANDS.
EVERY DIG. EVERY TIME.
714 NORTH ORANGE AVENUE, GREEN COVE SPRINGS, FL 32043
TEL: 815-459-1260 E.B. NUMBER: 26383
TOCOI Engineering companya
CONSTRUCTION PLANS
714 NORTH ORANGE AVENUE, GREEN COVE SPRINGS, FL 32043
TEL: 815-459-1260 E.B. NUMBER: 26383
Tocoi Engineering, a Baxter & Woodman Company John J. Mahoney III, P.E.
714 North Orange Avenue Green Cove Springs, FL 32043
TEL: 815-459-1260
NORTH FL PUTNAM DRAINAGE
FOR
PUTNAM COUNTY
2025 PUTNAM COUNTY
BOARD OF COMMISSIONERS
Leota Wilkinson, Chairwoman JR Newbold Josh Alexander Larry Harvey Walton Pellicer
PUTNAM COUNTY STAFF
Terry Suggs, County Administrator James Stout, Director of Public Works Scott Knowles, PE County Engineer Doneda Cole, Project Manager
PROJECT
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PARCEL ID:
30-08-27-0750-0200-0060
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MP 1, PG 71
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AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
6A2
M
IL
LI
C
AN
R
O
AD
E
AS
T
SI
D E
PL
AN
P
R O
R C E L
ID
E S
TE
V E Z
LE
O N A R D O
J
M A R Y
LA
N E
H W
E T A L
(JTR
S
N O T P
LA
TTE
D
P A R C E L
ID
W E
TLA
N D
P R E S E R V E
LLC
N O T P
LA
TTE
D
PU
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
6B
M
IL
LI
C
AN
R
O
AD
P
LA
N
P R
O
R C E L
ID
B E R G A G N
IN
I A N N E
C
M A R K
S O
LO
W E Y
W H
N O T P
LA
TTE
D
P A R C E L
ID
B E R G A G N
IN
I A N N E
C
M A R K
S O
LO
W E Y
W H
N O T P
LA
TTE
D
PU
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
6C
M
IL
LI
C
AN
R
O
AD
P
LA
N
P R
O
R C E L
ID
A B B O
TT
R O B E R T
D O R O
TH
Y
H W
N O T P
LA
TTE
D
P A R C E L
ID
D E
LG
A D O
IS
R A E L
JR
C
LA
U D
IN
E
H W
R
IO
D E
S T.
JO
H N
U N
IT,
U N
IT
U N R E C O R D E D
PU
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
6D
M
IL
LI
C
AN
R
O
AD
P
LA
N
P R
O
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
6E1
M
IL
LI
C
AN
R
O
AD
P
LA
N
P R
O
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
6E2
M
IL
LI
C
AN
R
O
AD
P
LA
N
P R
O
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
6F
PI
PE
S
AN
D S
TR
U
C
TU
R E
M
IL
LI
C
AN
R
SEDIMENT AND EROSION CONTROL NOTES
FILTER BARRIER IN DRAINAGE WAY
PROPER PLACEMENT OF COIR BALE
GRAVEL AND WIRE MESH DROP INLET
COIR BALE DROP INLET SEDIMENT FILTER
CONSTRUCTION OF A COIR BALE BARRIER
CONSTRUCTION OF A FILTER BARRIER
SEDIMENT FILTER
CONSTRUCTION OF SILT FENCE
PROPER PLACEMENT OF A
IN A DRAINAGE WAY
TEMPORARY DEWATERING DETAIL
INSTALLED COIR BALE
CROSS-SECTION OF A PROPERLY
PU
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
7A
ER
O
SI
O
N C
O N
TR
O
L D
ET
AI
LS
TURBIDITY BARRIERS
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
7B
ER
O
SI
O
N C
O N
TR
O
L D
ET
8A
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
D R
AI
N
AG
E
D
ET
8B
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
D R
AI
N
AG
E
D
ET
8C
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
D R
AI
N
AG
E
D
ET
8D
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
D R
AI
N
AG
E
D
ET
9A
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
R O
AD
W
AY
C
R O
SS
S
EC
TI
9B
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
R O
AD
W
AY
C
R O
SS
S
EC
TI
10A
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
M O
T D
ET
10B
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
M O
T D
ET
TO
CO
I
PU
TN
AM
C O
U N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
SW
PP
P C
O N
TR
AC
TO
R
R
EQ
U
IR
EM
EN
TS
TO
CO
I
SE
D
IM
EN
T
BA
SI
N
ST
R
U C
TU
R
AL
C
O N
TR
O
LS
A
R
AI
N
FA
LL
E
VE
N
T O
F 0.
IN
C H
ES
O
R M
O R
E
TO
B E
C O
M
PL
ET
ED
E
VE
R Y
D
AY
S
AN
D
W
IT
H
IN
H O
U R
S O
F PU
TN
AM
C
O U
N
TY
N O
R
TH
F L
D R
AI
N
AG
E
FO
R
N O
R
TH
O R
AN
G
E
AV
EN
U
E, G
R
EE
N C
O
VE
S
PR
IN
G
S, F
L
TE
L:
-4
-1
E.
B.
N
U M
BE
R
: 2
TO
CO
I E ng ine er ing co mp an y a
N
O R
TH
O
R
AN
G E
AV
EN
U E, G R
EE
N
C O
VE
S
PR
IN
G S, F L
TE
L:
-4
-1
E.
B.
N U
M
BE
R : 2
SW
PP
P C
O N
TR
AC
TO
R
C
ER
TI
FI
C
AT
IO
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