10
CONSTRUCTION NOTES
GENERAL NOTES
CL12.0012.00
PROFILE GRADE
TYPICAL APPROACH SECTION
6" HMA
4:1 OR F
LATTER 4:1 OR FLATTER
3" HMA
8.00 8.00
3" HMA
SUBGRADE: -2% SUBGRADE: -2%
NOT TO SCALE
SEED AND MULCH INSLOPE
APPLY 2" DIRTY BORROW
SEED AND MULCH INSLOPE
APPLY 2" DIRTY BORROW
1. ALL CLEARING SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO SEPARATE PAYMENT
WILL BE MADE. THE ACTUAL LINES FOR CLEARING SHALL BE ESTABLISHED IN THE FIELD BY THE
2. THE CONTRACTOR SHALL PLAN AND CONDUCT THEIR WORK ACCORDINGLY SO THAT UPON FINAL
COMPLETION OF THE PROJECT THERE IS NO DROP-OFF FROM THE EDGE OF SHOULDER PAVEMENT.
3. GRANULAR BORROW USED UNDER PIPES SHALL MEET THE REQUIREMENTS FOR MATERIAL FOR
UNDERWATER BACKFILL AS SPECIFIED IN STANDARD SPECIFICATION 703.19.
4. NO EXISTING DRAINAGE SHALL BE ABANDONED, REMOVED OR PLUGGED WITHOUT PRIOR APPROVAL
OF THE RESIDENT.
6. UNLESS OTHERWISE NOTED SEEDING METHOD NO. 1 SHALL BE UTILIZED ON ALL LAWNS AND
DEVELOPED AREAS; SEEDING METHOD NO. 2 SHALL BE UTILIZED ON ALL OTHER AREAS.
7. DIRTY BORROW SHALL BE PLACED TO A NOMINAL DEPTH OF 2 INCHES UNLESS OTHERWISE NOTED
OR DIRECTED.
8. THE CONTRACTOR IS RESPONSIBLE FOR THE CAREFUL SIDE STAKING OF EXISTING CENTERLINE
AS PER STANDARD SPECIFICATION 105.6.2. SIDE STAKES SHALL BE PLACED SAFELY OUTSIDE OF
THE CONSTRUCTION LIMITS AND THE EXISTING CENTERLINE GRADES SHALL BE TRANSFERRED TO
THESE STAKES. THESE STAKES AND GRADES WILL BE USED TO LAYOUT CENTERLINE AND DETERMINE
NEW CONSTRUCTION FINISH GRADES FROM DIFFERENTIAL ELEVATION SHEETS FURNISHED BY MAINEDOT.
ALL LAYOUT, STAKES, AND GRADES WILL BE CHECKED AND MUST BE ACCEPTABLE TO THE RESIDENT.
SHALL BE REPAIRED TO THE SATISFACTION OF THE RESIDENT. ALL WORK, EQUIPMENT, AND MATERIALS
REQUIRED TO MAKE REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.
10. AREAS REQUIRING FILL ON THE PROJECT WILL COME FROM SUITABLE EXCAVATION FROM EXCAVATION,
DITCH AND INSLOPE OR EQUIPMENT RENTAL AREAS.
11. ESTIMATED QUANTITIES FOR REQUIRED STRUCTURAL EARTH EXCAVATION, DRAINAGE AND MINOR
STRUCTURES ARE INFORMATIONAL ONLY AND REPRESENT THE APPROXIMATE MINIMUM QUANTITY REQUIRED
TO INSTALL DRAINAGE STRUCTURES. ADDITIONAL EXCAVATION FOR THE CONTRACTOR'S CONVENIENCE OR
TO COMPLY WITH BACKSLOPING REQUIREMENTS WILL NOT BE PAID FOR DIRECTLY BUT WILL BE
CONSIDERED INCIDENTAL TO THE RELATED DRAINAGE ITEMS.
12. NO SEPARATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL BE MADE FOR THE SUPERVISION
OF EQUIPMENT AND LAYOUT OF WORK BEING PAID FOR UNDER THE EQUIPMENT RENTAL ITEMS.
GENERAL NOTES, CONTINUED
CONTRACTOR AS INDICATED ON THE PLANS AND APPROVED BY THE RESIDENT.
OR AS DIRECTED BY THE RESIDENT.
INSLOPE AND DITCHES IN CUT AREAS SHALL BE GRADED AS SHOWN ON THE TYPICALS OR FLATTER,5. ALL
CLEAR ZONE LIMIT3:1 OR
FLATT
ER3:1 OR FLATTER
COURSE - GRAVEL
24" AGGREGATE SUBBASE
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_General
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6.0% 3.5% 2.5% 6.0%
BE REPRESENTATIVE OF THE SUBSURFACE CONDITIONS BETWEEN BORING LOCATIONS.
AND INTERPRETIVE SUBSURFACE INFORMATION COLLECTED AT DISCRETE LOCATIONS. DATA PROVIDED MAY NOT
FROM THE GEOTECHNICAL INFORMATION. THE BORING LOGS CONTAINED IN THE PLAN SET PRESENT FACTUAL
NOT BE RESPONSIBLE FOR THE BIDDER'S OR CONTRACTOR'S INTERPRETATIONS OF OR CONCLUSIONS DRAWN
WILL BE REPRESENTATIVE OF ACTUAL SUBSURFACE CONDITIONS AT THE CONSTRUCTION SITE. MAINEDOT SHALL
THE BIDDERS AND THE CONTRACTOR. NO ASSURANCE IS GIVEN THAT THE INFORMATION OR INTERPRETATIONS
14. GEOTECHNICAL INFORMATION FURNISHED OR REFERRED TO IN THIS PLAN SET IS FOR THE USED OF
HTTP://WWW.MAINE.GOV/MDOT/CONTRACTORS/.
CULVERT #XC 116418", SOILS REPORT 2020-10, APRIL 10, 2020 CAN BE ACCESSED AT THE MAINEDOT WEBSITE
13. THE PROJECT GEOTECHNICAL REPORT TITLED GEOTECHNICAL DATA REPORT FOR THE REPLACEMENT OF: CROSS
9. ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR'S EQUIPMENT, PERSONNEL, OR OPERATION
NOT TO SCALE
TYPICAL TAPER APPROACH SECTION
3"
1 1/
2"
1 1/
2"
TO EXISTING PAVEMENT
TRANSITIONS FROM NEW HMA
LIMITS OF WORK
150'
BASE
INTERMEDIATE
SURFACE
BASE
INTERMEDIATE
SURFACE
(MIN) MILL DEPTH (TYP) (MIN) MILL LENGTH (TYP)
15' 10' 15'10'
-ONLY STRAW MULCH WILL BE USED IN CONJUNCTION WITH ANY WETLAND SEED MIX APPLIED
SEEDING IN WETLAND AREAS AS DEFINED BY THE RESIDENT
-CONTRACTOR SHALL USE A WETLAND SEED MIX APPROVED BY THE DEPARTMENT FOR
618.143 SPECIAL SEEDING
TO BE MADE BY RESIDENT IN THE FIELD
-DETERMINATION OF FENCE SECTIONS TO BE REMOVED AND LOCATION OF RESET FENCE
607.24 REMOVE AND RESET FENCE
-INSTALLATION OF CASCADE FRAME AND GRATES
-PRECAST CONCRETE TOE WALLS
-REMOVAL OF EXISTING DRAINAGE
-COMMON EXCAVATION BELOW SUBGRADE
-THE FOLLOWING SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM:
-CONSTRUCTED IN ACCORANCE WITH SECTION 534 - PRECAST STRUCTURAL CONCRETE
534.71 PRECAST CONCRETE BOX CULVERT
WILL BE CONSIDERED INCIDENTAL TO THE PAVING ITEMS.
1. JOINTS BETWEEN EXISTING AND PROPOSED PAVEMENT SHALL BE SAW CUT. PAYMENT
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ESTIMATED QUANTITIES
ITEM NO. DESCRIPTION
202.203 PAVEMENT BUTT JOINTS
203.20 COMMON EXCAVATION
203.24 COMMON BORROW
203.25 GRANULAR BORROW
203.55 CULVERT BEDDING STONE
206.061 STRUCTURAL EARTH EXCAVATION - DRAINAGE AND MINOR STRUC
304.10 AGGREGATE SUBBASE COURSE GRAVEL
403.2081
403.2131
409.15
508.13
511.07
511.07
534.71
607.24
610.08
613.319
615.10
618.14
618.143
619.12
620.54
620.65
627.733
627.78
629.05
631.12
631.133
631.172
639.21
652.312
652.33
652.34
652.35
652.361
652.38
652.41
656.75
659.10
12.5 MM POLYMER MODIFIED HOT MIX ASPHALT
12.5 MM POLYMER MODIFIED HMA BASE
BITUMINOUS TACK COAT - APPLIED
SHEET WATERPROOF/NG MEMBRANE (110 SY)
COFFERDAM UPSTREAM
COFFERDAM DOWNSTREAM
?RECAST CONCRETE BOX CULVERT
REMOVE AND RESET FENCE
PLAIN RIP RAP
EROSION CONTROL BLANKET
DIRTY BORROW
SEEDING METHOD NUMBER 2
SPECIAL SEEDING
MULCH
STABLIZATION/REINFORCEMENT GEOTEXTILE
REINFORCEMENT GEOGRID
4" WHITE OR YELLOW PAINTED PAVEMENT MARKING LINE
TEMPORARY 4• PAINTED PAVEMENT MARKING LINE, WHITE, YELLOW
HAND LABOR, STRAIGHT TIME
ALL PURPOSE EXCAVATOR (INCLUDING OPERATOR)
SKID STEER (INCLUDING OPERATOR)
TRUCK - LARGE (INCLUDING OPERATOR)
FIELD OFFICE TYPE D
TYPE I I I BARRICADE
DRUM
CONE
CONSTRUCTION SIGNS
MAINTENANCE OF TRAFFIC CONTROL DEVICES
FLAGGER
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL
MOBILIZATION
QUANTITY
230
/0
80
210
80
40
400
60
130
50
1
I
I
I
60
80
100
30
2
I
2
390
120
450
450
40
20
15
40
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12
20
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570
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UN
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PRECAST CONCRETE TOE WALL DETAIL
1' 0"
MIN.
CL CONSTRUCTION
C LC
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1'-0
" (T
YP.)
2'-0"
1'-0"
GRANULAR BORROW
PAY LIMITS FOR
1'-6", TYP.
WATERPROOFING MEMBRANE
BACKFILL WITH EXCAVATED MATERIAL (TYP.)
IN ACCORDANCE WITH OSHA REQUIREMENTS.
CONTRACTOR'S METHOD OF EXCAVATION
STABILIZATION GEOTEXTILE
NOT TO SCALE
AGGREGATE SUBBASE COURSE - GRAVEL HOT MIX ASPHALT
PROPOSED FINISH GRADE
NOT TO SCALE
11- 2•
" P
VC S
LE
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S, T
YP.
NOT TO SCALE
CULVERT BEDDING STONE, MIN.
TYPICAL PRECAST CONCRETE BOX CULVERT SECTION
PRECAST CONCRETE BOX CULVERT NOTES
PRECAST CONCRETE BOX CULVERT PLAN VIEW
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pecial Detail - Precast C
oncrete
Box
Culv
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80'-0"
HOT MIX ASPHALTPROPOSED FINISH GRADE
AGGREGATE SUBBASE COURSE GRAVEL
FLOW
6' RISE X 8' SPAN X 80' LENGTH
PRECAST CONCRETE BOX CULVERT
CULVERT BEDDING STONE
ELEV. = 1.93' ELEV. = 1.93'
4:1
STABILIZATION GEOTEXTILE
REINFORCEMENT GEOGRID
NOT TO SCALE
PRECAST CONCRETE BOX CULVERT - LONGITUDINAL SECTION
PROPOSED FINISH GRADE CONE INCORPORATED INTO PRECAST STRUCTURE SECTION
PROPOSED FINISH GRADE
GRADE: 0.00%
8'-0"
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TO
E
WA
LL
WID
TH
GEOTEXTILE OVERLAP MIN.
CASCADE FRAME AND GRATE
PROPOSED FINISH GRADE EXCAVATION AND/OR DIRTY BORROW
C
UL
VE
RT
DE
TAIL
S
REINFORCEMENT GEOGRID
2.17'
1.33'
RIP RAP
RIP RAP
VOID-FILLED RIP RAP
ST
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202
0
3'-0"
OF BORROW/EXCAVATION
0.5' DEEP COMBINATION
CREATE 1.5' WIDE SHELF
2° 1' 27"
1.0'
15:1 15:1TYPICAL GRANULAR BORROW PAY LIMIT
TO BE USED IN PLACE OF GRANULAR BORROW
NOTE: AGGREGATE SUBBASE COURSE GRAVEL
AGGREGATE SUBBASE COURSE GRAVEL
1.5:1 1.5:1
SPECIAL PROVISION 620 - REINFORCEMENT GEOGRID
5. REINFORCING GEOGRID SHALL MEET THE REQUIREMENTS OF
SPECIAL PROVISION 203 - CULVERT BEDDING STONE
4. BEDDING MATERIAL SHALL MEET THE REQUIREMENTS OF
MADE UNDER THE APPROPRIATE CONTRACT ITEMS.
BE WRAPPED IN STABILIZATION GEOTEXTILE. PAYMENT WILL BE
GEOGRID AT THE CENTER. THE CULVERT BEDDING STONE SHALL
BACKFILL MATERIAL, TYPE C) WITH A LAYER OF REINFORCEMENT
A 2' THICK LAYER OF CULVERT BEDDING STONE (UNDERDRAIN
3. THE PRECAST CONCRETE BOX CULVERT SHALL BE BEDDED ON
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
JOINING OF THE TOP AND BOTTOM SECTIONS SHALL BE IN
2. THE CONTRACTOR MUST USE A "CLAMSHELL" TYPE STRUCTURE.
SPECIFICATIONS AS APPLICABLE.
UNITS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
1. CONSTRUCTION, HANDLING, AND ASSEMBLY OF THE PRECAST
REQUIRED THICKNESS.
9. AFTER WASHING IN, THE VOID-FILLED RIP RAP SHALL MEET THE
WITH APPROVAL OF THE RESIDENT.
OF THE RESIDENT. MECHANICAL METHODS OF COMPACTION MAY BE USED
PLACED AND SPREAD TO FILL THE REMAINING VOIDS TO THE SATISFACTION
AND SHALL BE THOROUGHLY WASHED IN, WITH FILLER MATERIAL BEING
NOT TO EXCEED 12" UNLESS OTHERWISED AUTHORIZED BY THE RESIDENT,
8. VOID-FILLED RIP RAP WILL BE PLACED IN WELL MIXED LAYERS,
BORROW, IN PROPORTIONS DETERMINED AND APPROVED BY THE RESIDENT
FILLER MATERIAL THAT IS A COMBINATION OF EXCAVATION AND/OR DIRTY
HAND LAID RIP RAP AND APPX. 2 PARTS BY VOLUME SHALL BE A
BE STONE MEETING THE REQUIREMENTS OF SECTION 703.26 - PLAIN AND
7. VOID-FILLED RIP RAP WILL BE APPX. 5 PARTS BY VOLUME SHALL
AVAILABLE, AS DIRECTED BY THE RESIDENT
BE FROM SUITABLE EXCAVATION WITHIN PROJECT LIMITS, IF
CONSIDERED INCIDENTAL TO THE WORK. BACKFILL MATERIAL SHALL
LINE WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE
THE GRANULAR BORROW PAY LIMIT AND THE NORMAL SUBGRADE
6. THE FURNISHING AND PLACING OF BACKFILL MATERIAL BETWEEN
BORROW/EXCAVATION)
5:2 (RIP RAP TO
VOID-FILLED RIP RAP
MA
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WALL AND GROUTED
FIELD DRILLED INTO TOE
MIN.
1'-0
"
MAINEDOT QUALIFIED PRODUCT LIST
CEMENTIOUS MATERIAL FROM
2•" PVC SLEEVE @ 12" O.C. WITH
6~#5
BA
RS
(3
E.F.)
@ 12" MAX
#5 STIRRUP
6"
TOE WALL
PRECAST CONCRETE
Scale of Feet
25 0 25 50
5 0 5 10
PLAN
Horiz.
Vert.
Scale of Feet
25 0 25 50
5 0 5 10
PROFILE
Horiz.
Vert.
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0
5
10
15
20
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30
35
40
-5
0
5
10
15
20
25
30
35
40
-5
8+25 9+00 10+00 11+00 11+75
8+25 9+00 10+00 11+00 11+75
PV
C =
ST
A. 9+5
2.17
ELE
V. =
11.8
5
PVI =
ST
A. 10
+76.0
7
ELE
V. =
11.9
1
G = 0.04%
V.C.L. = 248'
E = 0.197'
SD = 1473'
EL. 11.8
0
EL. 11.8
1
EL. 11.8
2
EL. 11.8
3
EL. 11.8
4
EL. 11.8
5
EL. 11.8
7
EL. 11.9
0
EL. 11.9
5
EL. 12.0
2
EL. 12.10
EL. 12.2
0
EL. 12.3
1
EL. 12.4
4
EL. 12.5
8
EL. 11.7
9
EL. 11.8
0
EL. 11.8
2
EL. 11.8
4
EL. 11.8
5
EL. 11.8
7
EL. 11.9
0
EL. 11.9
3
EL. 11.9
7
EL. 12.0
2
EL. 12.1
1
EL. 12.2
0
EL. 12.3
1
EL. 12.4
3
EL. 12.5
6
LIMIT OF WORK
MATCH EXISTING PAVEMENT
STA 10+75 END TRANSITION
REINFORCED, CRUSHED STONE BEDDING
2' GEOTEXTILE WRAPPED, GEOGRID
24" AGGREGATE SUBBASE COURSE GRAVEL
PAY LIMITS FOR GRANULAR BORROW
ELEV 1.93'
STA 10+01.31
PROPOSED INVERT
PRECAST CONCRETE BOX CULVERT
PROPOSED 6' RISE X 8' SPAN X 80' LONG
BEGIN FULL DEPTH RECONSTRUCTION
STA 9+75 END TRANSITION
END FULL DEPTH RECONSTRUCTION
STA 10+25 BEGIN TRANSITION
6" HMA
ELEV 3.24'
STA 10+00.00
EXISTING (36" CMP) INVERT
LIMIT OF WORK
MATCH EXISTING PAVEMENT
STA 9+25 BEGIN TRANSITION
15:115:1
AGGREGATE SUBBASE COURSE GRAVEL
8+068+06 9+00 10+00 11+00 12+00
PO
B
=
ST
A. 8
+05.71
8+068+06 9+00 10+00 11+00 12+00
PO
B
=
ST
A. 8
+05.71
LIMIT OF WORK
MATCH EXISTING PAVEMENT
STA 10+75 END TRANSITION
8.0'
12.0'
12.0'
12.0'
12.0'
8.0'
8.0'
8.0'
LIMIT OF WORK
MATCH EXISTING PAVEMENT
STA 9+25 BEGIN TRANSITION
BEGIN PROJECT WIN 18754.00
BEGIN FULL DEPTH RECONSTRUCTION
STA 9+75 END TRANSITION
END PROJECT WIN 18754.00
END FULL DEPTH RECONSTRUCTION
STA 10+25 BEGIN TRANSITION
REFER TO CONSTRUCTION NOTES
IN THE CONSTRUCTION AREA
RESET OF EXISTING FENCE
FOR INFORMATION REGARDING REMOVE &
NOTE: LOCATIONS ARE APPROXIMATE
EXISTING WILDLIFE EXCLUSION FENCE
8+068+06 9+00 10+00 11+00 12+00
PO
B
=
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A. 8
+05.71
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NU
MB
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CR
OS
S
SE
CTIO
NS
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
9+00.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
9+25.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
9+50.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
Sta. 9+00.00 to Sta. 9+50.00
CL
CL
CL 6.0%6.0%
MATCH EXISTING
7.1%6.5%
4:13:1
__
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18754.0
0
18754.0
0
ELIO
T
Route 2
36
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3.5% 2.5%
3.5% 2.5%
RIC
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MA
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4
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3
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CR
OS
S
SE
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0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
9+75.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
10+00.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
Sta. 9+75.00 to Sta. 10+01.31
CL
CL
6.0% 6.0%
6.0%6.0%
4:1
2:1
EXISTING 36" CMPEXISTING INVERT 3.25'EXISTING INVERT 3.23'
4:14:1
__
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18754.0
0
18754.0
0
ELIO
T
Route 2
36
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4:1
3.5% 2.5%
3.5% 2.5%
3:1
2:1
2:1
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
CL
10+01.31
6.0%3.5%6.0%
2:1
2:1
FLOW
6' RISE X 8' SPAN X 80' LENGTH
PRECAST CONCRETE BOX CULVERT
GRADE: 0.00%ELEV. = 1.93' ELEV. = 1.93'
4:14:1
PRECAST STRUCTURE SECTION
CONE INCORPORATED INTO
CULVERT BEDDING STONEREINFORCEMENT GEOGRIDSTABILIZATION GEOTEXTILE
CASCADE FRAME AND GRATE
2.5%
RIC
HA
RD
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Matt G
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CONSULT CULVERT DETAILS
INSTREAM CONDITIONS
FOR BOX CULVERT
710
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4
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0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
10+25.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
10+50.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
10+75.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
Sta. 10+25.00 to Sta. 10+75.00
CL
CL
CL
6.0%2.5% 6.0%
7.8% 6.8%
6.0% 6.0%
MATCH EXISTING
3:13:1
3:1
__
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8
18754.0
0
18754.0
0
ELIO
T
Route 2
36
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3.5%
3.5% 2.5%
2.5%3.5%
4:14:1
4:1
3:1
4:1
RIC
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WIC
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MA
TT
GU
ES
S
10
DE
SIG
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TAIL
ED
BY
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NA
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R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
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4
CH
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D-
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DE
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Detour-Pla
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Date:4/3
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OF
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910
RO
UT
E
23
6
ELIO
TX
XX
018754.0
0
18754.0
0D
ET
OU
R P
LA
N
2
2
3
3
00.5 0.5 1.0
SCALE
Scale in Miles
4
41
1
1
2
3
109
910
7
6
8
5
11
12
13
1112
AREAPROJECT
PROJECT AREA
ELIOT
ELIOT
8
13
8
7*
*
*
*
DETAIL B
DETAIL A
RIC
HA
RD
BO
ST
WIC
K
MA
TT
GU
ES
S
DE
TO
UR
PL
AN
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
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D
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Detour-Pla
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Date:4/30/2
02
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10OF 10
DE
TO
UR
SIG
N
SU
MM
AR
Y
DETOUR SIGN SUMMARY
ELIO
T
RO
UT
E
236
xx
x
018754.0
0
018754.0
0
QuantitySignNumber
DETOUR
END2
DETOUR
NORTH
DETOUR
NORTH
DETOUR
SOUTH
DETOUR
SOUTH
236
236
236
236
1
1
2
3
DETOUR
NORTH
DETOUR
SOUTH
236
236
2
QuantitySignNumber
2
1
2
3
4
9
10
5
6
7
8
ROAD CLOSED
LOCAL TRAFFIC ONLY
3 MILES AHEAD
ROAD CLOSED2 MILES AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
LOCAL TRAFFIC ONLY
1 MILE AHEAD
236
236
236
3
3
3
ROAD
CLOSED
TYPE III BARRICADES
ROAD CLOSED
LOCAL TRAFFIC ONLY
TYPE III BARRICADE
500 FEET AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
TYPE III BARRICADE
13
11
12
QuantitySignNumber
2
2
2
1000 FEET AHEAD
TYPE III BARRICADE
4*
MA
TT
GU
ES
S
RIC
HA
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BO
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WIC
K
