Telluride Utilities 100% CDs.pdf
PDF 27 MB Posted
- Solicitation number
- 5
- Issued by
- Rio Blanco County, Colorado
About this file
The document is a comprehensive set of construction design plans (100% Design Plans) for the Town of Telluride's Tomboy Street Roadway and Canyonlands Utility Improvements project, dated June 26, 2024. The project involves the installation of approximately 770 linear feet of 10-inch sanitary sewer, four 4-foot diameter manholes, and associated utility connections, along with significant roadway improvements. The project scope includes sanitary sewer re-alignment, connecting to existing manholes on Pacific Avenue and W. Colorado Avenue, and traversing through the Canyonlands Lot. Paving work encompasses the removal and replacement of approximately 530 tons of 5-inch hot mix asphalt, including aggregate base course and subgrade preparation.
The project presents two bid alternates (A and B) with identical scope but different completion dates, allowing contractors to bid on one or both options, with award based on price and schedule. The design plans detail complex roadway cross-sections, utility trench specifications, construction phasing, and stormwater management plans. The project involves technical considerations such as construction dewatering with heavy metal removal, density and moisture testing, and maintaining existing road constraints. The design accounts for variable roadway crown angles, concrete pavement V-pan installations, and specific grading requirements across different station segments of Tomboy Street.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 000000 Project Specifications.pdf | ||
| Contractor Bid Tab.xlsx | XLSX spreadsheet | |
| Addendum No 1.pdf |
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Text version
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
IMPROVEMENTS
09/06/2022
TOWN OF TELLURIDE
TOMBOY STREET ROADWAY & CANYONLANDS UTILITY
IMPROVEMENTS
CONSTRUCTION PLANS
PROJECT NO. 196942000
100% DESIGN PLANS
JUNE 26, 2024
BID SET
CONTACTS:
BASIS OF BEARING
BENCHMARK
KEYMAP
NTS
NORTH
SHEET INDEX
Sheet Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES
3 SUMMARY OF APPROXIMATE QUANTITIES
4 HORIZONTAL CONTROL PLAN
5 TYPICAL SECTION - 1
6 TYPICAL SECTION - 2
7 REMOVAL & RESET
8 REMOVAL & RESET
9 REMOVAL & RESET
10 PAVING PLAN
11 PAVING PLAN
12 PAVING PLAN
13 ROADWAY PLAN AND PROFILE
14 CONCRETE GUTTER FLOWLINE PROFILE
15 GRADING PLAN
16 GRADING PLAN
17 GRADING PLAN
18 GRADING DETAILS
19 CROSS SECTION 1
20 CROSS SECTION 2
21 CROSS SECTION 3
22 CROSS SECTION 4
23 INITIAL SWMP PLAN
24 INITIAL SWMP PLAN
25 INITIAL SWMP PLAN
26 FINAL SWMP PLAN
27 FINAL SWMP PLAN
28 FINAL SWMP PLAN
29 SWMP DETAILS
30 SWMP DETAILS
31 SANITARY PLAN & PROFILE
32 SANITARY PLAN & PROFILE
33 CLARKS MARKET SANITARY LATERAL
CONNECTION (INFORMATION ONLY)
34 CONSTRUCTION DETAILS
35 CONSTRUCTION PHASING PLAN 1
36 CONSTRUCTION PHASING PLAN 2
36 CONSTRUCTION PHASING PLAN 2
SURVEY
09/06/2022
GENERAL NOTES:
ENVIRONMENTAL NOTES:
PAVING NOTES:
SIGNAGE AND STRIPING NOTES:
UTILITY NOTES:
CONSTRUCTION NOTES:
SUBSURFACE UTILITY ENGINEERING (SUE)
09/06/2022
EARTHWORK SUMMARY OF CALCULATIONS:
PIPE EXCAVATION: FOR SANITARY SEWER TRENCH
10-INCH MAIN TRUNKLINE
ASSUMPTIONS:
WIDTH OF TRENCH = 8 FEET
DEPTH OF TRENCH (VARIES) = 14 FEET AVG.
LENGTH OF 10-INCH SSWR PIPE = 763 LF
= 8 FT. X 14 FT. X 763 LF = 85,456 CF = 3,165 CY
STRUCTURE BACKFILL (CLASS 1)
10-INCH MAIN TRUNKLINE
STRUCTURE BACKFILL (CLASS 1)(BEDDING)
10-INCH MAIN TRUNKLINE
togren Text Box togren Text Box togren Text Box 850 + 150 = 1000 (Modified Class 1 for Manholes) togren Text Box togren Text Box
(Includes Modified Class 1 & Squeegee)
1890 + 850 (Class 6 A.B.C) + 65 (Native Class 1 for conduit) =
Native with Proctor togren Text Box 5-foot wide trench Placed from 12-inches above top of pipe to just above ground water level (assume conservative 5-foot below grade ground water level) Average depth of Class 1 Imported Fill: (5.6' X 5' X 810')/27 = 840 CY
5-foot wide trench Placed from 4-inches below invert to 12-inches above top of pipe.
Squeegee:
(2.2' X 5' X 810')/27 = 330 CY
Image togren Image
Rectangle
PA
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LOT 45
LOT 40 LOT 39
LOT 33
LOT 32
LOT 31
LOT 30
TOMBOY STREET
W . C
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LOT 3
TELLURIDE LODGE
LOT 29
LINE TABLE LINE TABLELINE TABLE LINE TABLE
SANITARY SEWER PROPOSED CENTERLINE
EDGE OF PAVEMENT CONTROL LINE
(CONTROL FOR ROADWAY DESIGN)
13.00' OFFSET RT. FROM TOMBOY CL
FLOWLINE CENTERLINE CONCRETE
PAVEMENT (V-PAN)
15.50' OFFSET LT. FROM TOMBOY CL
TOMBOY STREET CENTERLINE ALIGNMENT
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
RTH
LEGEND
ASPHALT INSET
2% (TYP.)
VARIES PER PLAN
PA
R
C
EL
B O
U N
D
AR
Y (O
W N
ED
B
Y
TE
LL
U
R
ID
E
LO
D G
E)
1 TOMBOY DRIVE
STA: 1+60 TO 5+40
VARIES
VARIES
EX. SLOPE
MAX (10%)
PROP. SLOPE
MAX (10%) VARIES
EX
. R
IG
H
T- O
F- W
AY
VARIES
2% (TYP.)
VARIES PER PLAN
EX
. B
U
IL
D
IN
G T
O R
EM
AI
N
TYPICAL UTILITY TRENCH FOR PIPE DIAMETER 12" OR LESS ("T-SECTION" PATCH)4 TYPICAL UTILITY TRENCH FOR PIPE DIAMETER 12" OR LESS ("T-SECTION" PATCH)
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
IMPROVEMENTS
CONCRETE PAVEMENT (V-PAN)2
ROADWAY CROSS-SECTION SUMMARY:
STATIONING SECTION DESCRIPTION
1. STA. 1+60 - 2+00 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), VARIABLE CROWN TO MATCH EX. ROADWAY CONSTRAINTS, CONCRETE PAVEMENT V-PAN (TYP), VARIABLE ASPHALT TIE (LT)
2. STA. 2+00 - 3+90 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), STANDARD 2% CROWN, CONCRETE PAVEMENT V-PAN (TYP), VARIABLE ASPHALT TIE (LT)
3. STA. 3+90 - 4+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), 3% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (TYP), VARIABLE ASPHALT TIE (LT)
4. STA. 4+40 - 5+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT), 2% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (TYP), VARIABLE ASPHALT TIE (LT)
REFERENCE SHEETS 19 TO 22 FOR ROADWAY CROSS SECTIONS ON 20-FOOT INCREMENTS.
(4)
BEDDING & PIPE
BACKFILL
(SQUEEGEE)
SEE
SPECIFICATIONS
D
09/06/2022
OPEN-TRENCH SECTION5
CONCRETE PAN AND EXP. JOINT6
2:1MAX.
MANHOLE WATERPROOFING DETAIL7
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LOT 40
TOMBOY STREET
EX
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TELLURIDE LODGE
LEGEND
GENERAL NOTES
CONSTRUCTION NOTES
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
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M
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H
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EET 7
LOT 40 LOT 39
LOT 32
LOT 31
LOT 29
LOT 30
TOMBOY STREET
TELLURIDE LODGE
TO
M
BO
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R
IVE
LEGEND
GENERAL NOTES
CONSTRUCTION NOTES
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
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NO
LOT 29
LOT29
W . C
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LO
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DO
A
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LOT3
(CANYONLANDS)
W . C
O
LO
RA
DO
A
VE
LEGEND
GENERAL NOTES
CONSTRUCTION NOTES
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
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A
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N
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LOT 45
LOT 40
TOMBOY STREET
TELLURIDE LODGE
LEGEND
CONSTRUCTION NOTES
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
RTH
M
ATC
H
LIN
EET XX
LOT 31
LOT 29
LOT 30
TOMBOY DRIVE
TELLURIDE LODGE
TO
M
BO
Y D
R
IVE
LEGEND
CONSTRUCTION NOTES
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
AT
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X
X+
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EET XX
LOT29LOT29
W . C
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LO
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LOT 3
(CANYONLANDS) W
. C O
LO
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DO
A
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LEGEND
CONSTRUCTION NOTES
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
AT
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ST
A.
X
X+
S
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XX
PACIFIC AVE.
TOMBOY DRIVE
TOMBOY DR-CL-RIGHT-13.000-11
1.
.4
.3
.3
FINISHED GRADE AT EDGE OF PAVEMENT
(MATCH EX.)
EX. GRADE AT EDGE
OF PAVEMENT
EN
D
V
AR
IA
BL
E R
O
AD
W
AY
C R
O
SS
S
LO
PE
S
TO
M
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X.
S
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C
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SS
S
EC
TI
O N
S
SH
EE
TS
TO
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
TOMBOY EDGE OF PAVEMENT PROFILE
(13.00' OFFSET RT. FROM ROADWAY CENTERLINE)
LEGEND
GENERAL NOTES
TOMBOY DR-PAN FLOWLINE-13
1.
.4
.6
.0
.5
FINISHED GRADE AT
CONCRETE PAVEMENT (V-PAN) FLOWLINE
EN
D
V
AR
IA
BL
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O
AD
W
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C R
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S
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X.
S
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C
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SS
S
EC
TI
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S
SH
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TS
TO
EXISTING GRADE AT
CONCRETE PAVEMENT (V-PAN) FLOWLINE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
FLOWLINE PROFILE - CONCRETE VPAN
(15.50' OFFSET LT. FROM ROADWAY CENTERLINE)
LEGEND
GENERAL NOTES
ROADWAY CROSS-SECTION SUMMARY:
STATIONING SECTION DESCRIPTION
1. STA. 1+60 - 2+00 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), VARIABLE CROWN TO MATCH EX. ROADWAY CONSTRAINTS, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
2. STA. 2+00 - 3+90 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), STANDARD 2% CROWN, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
3. STA. 3+90 - 4+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), 3% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
4. STA. 4+40 - 5+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT), 2% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
REFERENCE SHEETS 19 TO 22 FOR ROADWAY CROSS SECTIONS ON 20-FOOT INCREMENTS.
IF
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N U
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LOT 45
LOT 40
TOMBOY STREET
EX
. F
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TA
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R O
AD
TELLURIDE LODGE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
RTH
M
ATC
H
LIN
EET 7
LOT 31
LOT 29
LOT 30
TOMBOY STREET
TELLURIDE LODGE
TO
M
BO
Y D
R
IVE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
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EET 8
. C
O
LO
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DO
A
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LOT3
(CANYONLANDS)
W . C
O
LO
RA
DO
A
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SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
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IN
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S
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T
TOMBOY STREET
C
IF
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A
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TOMBOY DRIVE
TOMBOY STREET
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
RTH
DETAIL 1 - PACIFIC AVE. AND TOMBOY STREET INTERSECTION
1" = 5'
BARRIER CURB DETAIL GRADING INSET
1"=5'
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
ROADWAY CROSS-SECTION SUMMARY:
STATIONING SECTION DESCRIPTION
1. STA. 1+60 - 2+00 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), VARIABLE CROWN TO MATCH EX. ROADWAY CONSTRAINTS, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
2. STA. 2+00 - 3+90 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), STANDARD 2% CROWN, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
3. STA. 3+90 - 4+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), 3% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
4. STA. 4+40 - 5+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT), 2% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
NTS
NORTH
IMPROVEMENTS
09/06/2022
ROADWAY CROSS-SECTION SUMMARY:
STATIONING SECTION DESCRIPTION
1. STA. 1+60 - 2+00 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), VARIABLE CROWN TO MATCH EX. ROADWAY CONSTRAINTS, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
2. STA. 2+00 - 3+90 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), STANDARD 2% CROWN, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
3. STA. 3+90 - 4+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), 3% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
4. STA. 4+40 - 5+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT), 2% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
NTS
NORTH
IMPROVEMENTS
09/06/2022
ROADWAY CROSS-SECTION SUMMARY:
STATIONING SECTION DESCRIPTION
1. STA. 1+60 - 2+00 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), VARIABLE CROWN TO MATCH EX. ROADWAY CONSTRAINTS, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
2. STA. 2+00 - 3+90 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), STANDARD 2% CROWN, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
3. STA. 3+90 - 4+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), 3% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
4. STA. 4+40 - 5+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT), 2% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
NTS
NORTH
IMPROVEMENTS
09/06/2022
ROADWAY CROSS-SECTION SUMMARY:
STATIONING SECTION DESCRIPTION
1. STA. 1+60 - 2+00 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), VARIABLE CROWN TO MATCH EX. ROADWAY CONSTRAINTS, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
2. STA. 2+00 - 3+90 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), STANDARD 2% CROWN, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
3. STA. 3+90 - 4+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT.), 3% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
4. STA. 4+40 - 5+40 MATCH EDGE OF PAVEMENT ELEV RT (13.00' RT), 2% THRU LANE RT, VARIABLE THRU LANE LT, CONCRETE PAVEMENT V-PAN (5%), VARIABLE ASPHALT TIE (LT)
IF
IC
A
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N U
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PA
C
IF
IC
A
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N
U E
LOT 45
LOT 40
TOMBOY STREET
TELLURIDE LODGE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
RTH
M
ATC
H
LIN
E STA. XX+00 SEE SH
LOT 31
LOT 29
LOT 30
TOMBOY STREET
TELLURIDE LODGE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
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M
ATC
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EET XX
NO
. C
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SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
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NORTH
IMPROVEMENTS
09/06/2022
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NO
IF
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A
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N U
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LOT 45
LOT 40
TOMBOY STREET
TELLURIDE LODGE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
RTH
M
ATC
H
LIN
E STA. XX+00 SEE SH
LOT 31
LOT 29
LOT 30
TOMBOY STREET
TELLURIDE LODGE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
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X
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M
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EET XX
NO
. C
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A
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SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
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X
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NO
09/06/2022
IF
IC
A
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N U
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TOMBOY STREET
TELLURIDE LODGE
SANITARY SEWER PROFILE 1
.3
.0
.2
.0
.4
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
NO
RTH
M
ATC
H
LIN
E STA. 04+36 SEE SH
EET 26
LEGEND
R
Know what's below.
Call before you dig.
LOT 29
LOT 30
W. C
OLORADO AVE
CLARKS MARKET
SANITARY SEWER PROFILE 2
.5
.9
1.
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
M
AT
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L
IN
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ST
A.
4+
S
EE
S H
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T
LEGEND
N O
R
TH
R
Know what's below.
Call before you dig.
CLARKS MARKET
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
R
Know what's below.
Call before you dig.
M
AT
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L
IN
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ST
A.
4+
S
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S H
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NORTH
4-INCH BARRIER CURB1
IF
IC
A
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N U
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LOT 45
LOT 40 LOT 40 LOT 39
LOT 33
LOT 32
LOT 31
LOT 29
LOT 30
TOMBOY DRIVE
TELLURIDE LODGE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
LEGEND
NO
RTH
CONSTRUCTION PHASING NOTES:
ROAD
WORK
AHEAD
ROAD CLOSED
LOCAL TRAFFIC
ONLY
ROAD CLOSED
LOCAL TRAFFIC
ONLY
IF
IC
A
VE
N U
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LOT 45
LOT 40 LOT 39
LOT 33
LOT 32
LOT 31
LOT 29
LOT 30
TOMBOY DRIVE
TELLURIDE LODGE
SHEET REVISIONS PROJECT NO./CODETOMBOY STREET ROADWAY AND UTILITY
KEYMAP
NTS
NORTH
IMPROVEMENTS
09/06/2022
LEGEND
NO
RTH
ROAD
WORK
AHEAD
ONE LANE
ROAD
ROAD
WORK
AHEAD
CONSTRUCTION PHASING NOTES:
ROAD CLOSED
LOCAL TRAFFIC
ONLY
ROAD CLOSED
LOCAL TRAFFIC
ONLY
| Sheets and Views |
| 1 COVER SHEET |
| 2 GENERAL NOTES |
| 3 SUMMARY OF APPROXIMATE QUANTITIES |
| 4 HORIZONTAL CONTROL PLAN |
| 5 TYPICAL SECTION - 1 |
| 6 TYPICAL SECTION - 2 |
| 7 REMOVAL & RESET |
| 8 REMOVAL & RESET |
| 9 REMOVAL & RESET |
| 10 PAVING PLAN |
| 11 PAVING PLAN |
| 12 PAVING PLAN |
| 13 ROADWAY PLAN AND PROFILE |
| 14 CONCRETE GUTTER FLOWLINE PROFILE |
| 15 GRADING PLAN |
| 16 GRADING PLAN |
| 17 GRADING PLAN |
| 18 GRADING DETAILS |
| 19 CROSS SECTION 1 |
| 20 CROSS SECTION 2 |
| 21 CROSS SECTION 3 |
| 22 CROSS SECTION 4 |
| 23 INITIAL SWMP PLAN |
| 24 INITIAL SWMP PLAN |
| 25 INITIAL SWMP PLAN |
| 26 FINAL SWMP PLAN |
| 27 FINAL SWMP PLAN |
| 28 FINAL SWMP PLAN |
| 29 SWMP DETAILS |
| 30 SWMP DETAILS |
| 31 SANITARY PLAN & PROFILE |
| 32 SANITARY PLAN & PROFILE |
| 33 CLARKS MARKET SANITARY LATERAL CONNECTION (INFORMATION ONLY) |
| 34 CONSTRUCTION DETAILS |
| 35 CONSTRUCTION PHASING PLAN 1 |
| 36 CONSTRUCTION PHASING PLAN 2 |
File details come from the government source that posted it. Updated .