_17 LNC BD - ROADS pt3 (pg 114-117).pdf
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- Solicitation number
- 36C78626B0027
About this file
Summary of Bid Documents - Leavenworth National Cemetery Gravesite Expansion
These are bid documents for Phase 1 road improvements at Leavenworth National Cemetery in Leavenworth, Kansas, issued by the U.S. Department of Veterans Affairs, Office of Design and Construction Services. The project (897CM3025) involves comprehensive road reconstruction and utility work across multiple cemetery roadways. The Architect/Engineer of Record is Anderson Engineering of Minnesota, LLC (Project #18704), with cost estimating services provided by OCMI.
The scope of work includes pavement removal and replacement on Road A and Cemetery Road, with full-depth pavement and curb removal in all designated areas. Work encompasses new heavy-duty concrete and bituminous pavement installation, curb and gutter construction (barrier curb and roll curb configurations), drainage infrastructure including catch basins and storm-drain systems (18-inch and 15-inch HDPE storm drain pipes), and superelevated and crowned road sections with varying slopes. The project involves multiple vertical curves with specific elevation data, stations ranging from 10+00 to 28+50, and requires contractors to match existing roadway widths, curb radii, and pavement edge elevations. Contractors must remove tree roots to 2 feet beyond the back of curb, confirm existing utility locations prior to construction, verify actual project limits on-site, and notify the Government's Representative (COR/RE) immediately of any discrepancies. The documents include detailed plan and profile sheets showing existing and proposed grades, utility connections, and construction limits across the cemetery property.
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SECTION
SECTION
LAKE
JEANNETTE
COMMITTAL
SHELTER
MAIN
ENTRANCE
COMMITTAL
SHELTER
CURRENT
MAINTENANCE
FACILITY
UNDER
CONSTRUCTION
MAINTENANCE
FACILITY
APPROX. EXISTING
RAILROAD GATE ACCESS
VA MEDICAL
CENTER
COLUMBARIUM
COLUMBARIUM
CEMETERY RD
C
EM
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D
CEMETERY RD
CEMETERY RD
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CEMETERY LP
CEMETERY LP
SINGER RD
RIVERVIEW AVE
S OBELISK RD
CEMETERY ENTRANCE RD
ROAD A
N
0 150' 300'
SCALE:1
PHASE 1 ROAD IMPROVEMENTS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O R
M
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _r oa ds
_o vr l-p h1
.d w g ed it:
bn or he im s av ed
:6 /1
8/
:3
AM
p lo t:6
/2 2/
:4
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 CR114
114VBAT
PHASE 1 ROAD IMPROVEMENTS
CR115
CR116
CR117
-1.98%
-4.54%
0.62% -4.81%-3.07%
-5.70%
-2.10% 1.24%
PV
IS
: 1 0+
.8
PV
IE
: 8
.1
PV
IS
: 1
0+
.1
PV
IE
: 8
.1
PV
IS
: 1 0+
.5
PV
IE
: 8
.7
PV
IS
: 1 0+
.5
PV
IE
: 8
.7
PV
IS
: 1 0+
.1
PV
IE
: 8
.6
PV
IS
: 1 1+
.2
PV
IE
: 8
.2
PV
IS
: 1 5+
.4
PV
IE
: 8
.4
PVI STA = 12+54.07
PVI ELEV = 863.80
A.D. = 2.44% K = 41.05
100.00' VC
BV
C
S:
2+
.0
BV
C
E:
.0
EV
C
S:
3+
.0
EV
C
E:
.7
ST
M
H -1
R
IM
.7
IN
V
3.
(1 8"
E
IN
V
3.
(1
8" N
W
C
BM
H -1
R
IM
.0
IN
V
0.
(1 8"
S E)
IN
V
0.
(1
8" N
W
18 '' HDPE ST
18 '' HDPE ST
18 '' HDPE ST
18 '' HDPE ST
C
BM
H -1
R
IM
.2
IN
V
7.
(1 8"
N
IN
V
7.
(1
8" S
E)
C
BM
H -1
R
IM
.6
IN
V
4.
(1 8"
S
IN
V
4.
(1
8" N
E)
C
BM
H -1
R
IM
.1
IN
V
1.
(1 8"
S W
IN
V
0.
(3 6"
N W
IN
V
1.
(1 8"
E
PROPOSED GRADEEXISTING GRADE
C O
2+00
3+
4+00
5+
SIN
G
ER
R
D
ROAD A
FL 877.05
FL 877.54
FL 874.72
FL 874.31
FL 869.54
FL 873.85
FL 874.12
FL 873.18
CBMH-104
CBMH-105
CBMH-106
CB-111
CBMH-113
FES-114 FES-115
CBMH-112
10+0010+00
11+00
12+00
13+00
14+00
15+00
16+00
+0
BP
: 9
+9 9.
PC
: 1
0+
.7
PT: 11+34.25
PC: 13+28.47
L1
L2
C10
C11
ALIGNMENT LINE DATA
LINE #
L1
L2
LENGTH
61.0242
194.2201
BEARING
N7° 54' 27.91"E
N34° 10' 57.89"W
START POINT
(2191712.0938, 360052.7654)
(2191704.1653, 360183.1506)
END POINT
(2191720.4894, 360113.2094)
(2191595.0458, 360343.8191)
ALIGNMENT CURVE DATA
CURVE #
C10
C11
RADIUS
100.00
150.00
LENGTH
73.46
552.12
CHORD DIRECTION
NORTH13.137498WEST
NORTH71.263503EAST
START POINT
(2191720.4894,360113.2094)
(2191595.0458,360343.8191)
END POINT
(2191704.1653,360183.1506)
(2191868.8860,360436.7034)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _r oa ds
_1 ro ad a
.d w bn or av ed
:6 /1
8/
:3 lo t:6
/2 2/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 CR115
115VBAT
PLAN & PROFILE - ROAD A (STA.
10+00 - 16+00)
SCALE:2
PROFILE VIEW ROAD A STA. 10+00 - 16+00
H: 1" = 30' V: 1" = 2.5'
N0 30' 60'
SCALE:1
PLAN VIEW ROAD A STA. 10+00 - 16+00
1" = 30'
SEE SHEET CR102
SEE SHEET CR101
SEE SHEET CR101
MATCHLINE - SEE SHEET CR116
IGC
SECTION 75
IGC
SECTION 76
1. VERTICAL PROFILE INFORMATION SHOWN
IN NON-REPLACEMENT AREAS IS FOR
REFERENCE ONLY. ROAD AREAS TO BE
REMOVED ARE INTENDED TO BE REPLACED
TO THE EXISTING VERTICAL DESIGN.
VERTICAL DESIGN DATA HAS BEEN ADDED
FOR CONSTRUCTION PURPOSES.
HOWEVER, THE CONTRACTOR MUST
NOTIFY THE R.E. OF ANY VARIATION FROM
EXISTING THAT MAY ADVERSELY AFFECT
THE DRAINAGE OR IMPACT ADJACENT
AREAS. THE R.E. AND ENGINEER WILL
REVIEW AND MAKE FIELD ADJUSTMENTS IN
THOSE AREAS AS NEEDED PRIOR TO
CONSTRUCTION OF NEW PAVEMENTS.
2. TAPER NEW ROAD EDGE OVER 10' MIN
DISTANCE TO MATCH EXISTING ROAD.
3. CONFIRM LOCATION OF EXIST. UTILITIES
PRIOR TO CONSTRUCTION OR
CONNECTION.
4. SOME MATCH-IN LOCATIONS AND PROJECT
LIMITS SHOWN, ARE UNVERIFIED. ACTUAL
PROJECT LIMITS MUST BE VERIFIED BY
CONTRACTOR. NOTIFY RE IMMEDIATELY IN
THE EVENT OF DISCREPANCY.
5. NEW ROADWAY WIDTHS & CURB RADII,
MUST MATCH EXISTING CONDITIONS.
6. CONTRACTOR MUST MATCH EXISTING
PAVEMENT EDGE ELEVATION WHERE NO
PROPOSED CURB AND GUTTER IS SHOWN
1. BENCHMARK, SEE TOPOGRAPHIC
SURVEY.
2. FULL-DEPTH PAVEMENT & CURB
REMOVAL MUST OCCUR IN ALL AREAS
SHOWN AS RECEIVING NEW PAVEMENT.
3. REMOVE ANY TREE ROOTS TO 2' BEYOND
BACK OF CURB.
GENERAL NOTES
CONTRACTOR NOTES
MATCH EXISTING GRADE AT EXISTING
CATCH BASIN INLET.
CONCRETE VALLEY GUTTER (SEE DETAIL
9/CS501)
SUPERELEVATED ROAD SECTION VARYING
SLOPE (SEE DETAIL 1/CS503)
CROWNED ROAD SECTION VARYING SLOPE
(SEE DETAIL 2/CS503)
BARRIER CURB (SEE DETAIL 6/CS501)
ROLL CURB (SEE DETAIL 7/CS501)
SUPERELEVATED ROAD SECTION (SEE
DETAIL 3/CS503)
KEY NOTES
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
NEW CURB & GUTTER
ROAD SECTION TRANSTION
2" MILL & OVERLAY EXISTING ASPHALT
PAVEMENT
NEW HEAVY DUTY CONCRETE
PAVEMENT (4/CS501)
NEW BITUMINOUS PAVEMENT (2/CS501)
1.85%
5.55%
1.24%
7.50%
PV
IS
: 1 8+
.6
PV
IE
: 8
.4
PV
IS
: 2 0+
.9
PV
IE
: 8
.2
PV
IS
: 2 1+
.3
PV
IE
: 8
.4
PVI STA = 19+90.19
PVI ELEV = 863.56
A.D. = 5.65% K = 26.56
150.00' VC
BV
C
S:
9+
.1
BV
C
E:
.1
EV
C
S:
0+
.1
EV
C
E:
.1
18 '' HDPE ST
15 '' HDPE ST
C B-
R
IM
.2
IN
V
8.
(1
5" N
PROPOSED GRADEEXISTING GRADE
15 '' HDPE ST
C
BM
H -1
R
IM
.9
IN
V
4.
(1 5"
N E)
IN
V
2.
(1
8" W
IN
V
3.
(1 8"
S E)
C
BM
H -1
R
IM
.1
IN
V
3.
(1 8"
N W
IN
V
5.
(4 " N
E)
IN
V
4.
(1 5"
S
C
BM
H -1
R
IM
.2
IN
V
5.
(1 5"
N
IN
V
5.
(1
5" S
IN
V
5.
(1 2"
N E)
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
8+91
7+00
8+00CB-107
CB-111
FL 874.06
FL 870.28
FL 870.59
FL 872.75FL 870.40
FL 869.80
CBMH-112
CBMH-110
CBMH-108
+0
17+00
18+00
19+00
20+00
21+00
+3
PT
: 1
8+
.5
PC
: 1
8+
.5
EP: 21+36.36
L3
C12
ALIGNMENT LINE DATA
LINE #
L3
LENGTH
1.0000
BEARING
S4° 18' 11.43"E
START POINT
(2191868.8860, 360436.7034)
END POINT
(2191868.9610, 360435.7062)
ALIGNMENT CURVE DATA
CURVE #
C12
RADIUS
199.96
LENGTH
254.78
CHORD DIRECTION
SOUTH40.068691EAST
START POINT
(2191868.9610,360435.7062)
END POINT
(2192022.0934,360253.6539)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _r oa ds
_1 ro ad a
.d w bn or av ed
:6 /1
8/
:3 lo t:6
/2 2/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 CR116
116VBAT
PLAN & PROFILE - ROAD A (STA.
16+00 - 21+50)
SCALE:2
PROFILE VIEW ROAD A STA. 16+00 - 21+50
H: 1" = 30' V: 1" = 2.5'
N0 30' 60'
SCALE:1
PLAN VIEW ROAD A STA. 16+00 - 21+50
1" = 30'
MATCHLINE - SEE SHEET CR115 SEE SHEET CR102
IGC
SECTION 73
IGC
SECTION 74
1. BENCHMARK, SEE TOPOGRAPHIC
SURVEY.
2. FULL-DEPTH PAVEMENT & CURB
REMOVAL MUST OCCUR IN ALL AREAS
SHOWN AS RECEIVING NEW PAVEMENT.
3. REMOVE ANY TREE ROOTS TO 2' BEYOND
BACK OF CURB.
GENERAL NOTES
CONTRACTOR NOTES
MATCH EXISTING GRADE AT EXISTING
CATCH BASIN INLET.
CONCRETE VALLEY GUTTER (SEE DETAIL
9/CS501)
SUPERELEVATED ROAD SECTION VARYING
SLOPE (SEE DETAIL 1/CS503)
CROWNED ROAD SECTION VARYING SLOPE
(SEE DETAIL 2/CS503)
BARRIER CURB (SEE DETAIL 6/CS501)
ROLL CURB (SEE DETAIL 7/CS501)
SUPERELEVATED ROAD SECTION (SEE
DETAIL 3/CS503)
KEY NOTES
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
NEW CURB & GUTTER
ROAD SECTION TRANSTION
2" MILL & OVERLAY EXISTING ASPHALT
PAVEMENT
NEW HEAVY DUTY CONCRETE
PAVEMENT (4/CS501)
NEW BITUMINOUS PAVEMENT (2/CS501)
1. VERTICAL PROFILE INFORMATION SHOWN
IN NON-REPLACEMENT AREAS IS FOR
REFERENCE ONLY. ROAD AREAS TO BE
REMOVED ARE INTENDED TO BE REPLACED
TO THE EXISTING VERTICAL DESIGN.
VERTICAL DESIGN DATA HAS BEEN ADDED
FOR CONSTRUCTION PURPOSES.
HOWEVER, THE CONTRACTOR MUST
NOTIFY THE COR OF ANY VARIATION FROM
EXISTING THAT MAY ADVERSELY AFFECT
THE DRAINAGE OR IMPACT ADJACENT
AREAS. THE COR AND ENGINEER WILL
REVIEW AND MAKE FIELD ADJUSTMENTS IN
THOSE AREAS AS NEEDED PRIOR TO
CONSTRUCTION OF NEW PAVEMENTS.
2. TAPER NEW ROAD EDGE OVER 10' MIN
DISTANCE TO MATCH EXISTING ROAD.
3. CONFIRM LOCATION OF EXIST. UTILITIES
PRIOR TO CONSTRUCTION OR
CONNECTION.
4. SOME MATCH-IN LOCATIONS AND PROJECT
LIMITS SHOWN, ARE UNVERIFIED. ACTUAL
PROJECT LIMITS MUST BE VERIFIED BY
CONTRACTOR. NOTIFY COR IMMEDIATELY
IN THE EVENT OF DISCREPANCY.
5. NEW ROADWAY WIDTHS & CURB RADII
MUST MATCH EXISTING CONDITIONS.
6. CONTRACTOR MUST MATCH EXISTING
PAVEMENT EDGE ELEVATION WHERE NO
PROPOSED CURB AND GUTTER IS SHOWN
7.81%
3.23% -3.35% -0.78%
3.24%
-1.49%
PV
IS
: 2 0+
.0
PV
IE
: 8
.1
1 PV
IS
: 2 3+
.2
PV
IE
: 8
.3
PV
IS
: 2 4+
.5
PV
IE
: 8
.3
PV
IS
: 2 8+
.2
PV
IE
: 8
.7
7PVI STA = 20+93.20
PVI ELEV = 852.39
A.D. = -4.58% K = 21.84
100.00' VC
BV
C
S:
0+
.2
BV
C
E:
.4
EV
C
S:
1+
.2
EV
C
E:
.0
PVI STA = 22+47.89
PVI ELEV = 857.39
A.D. = -6.59% K = 16.70
110.00' VC
BV
C
S:
1+
.8
BV
C
E:
.6
EV
C
S:
3+
.8
EV
C
E:
.5
HIGH PT. STA = 22+46.86
HIGH PT ELEV = 856.49
PVI STA = 25+51.18
PVI ELEV = 852.49
A.D. = 4.02% K = 31.07
125.00' VC
BV
C
S:
4+
.6
BV
C
E:
.9
EV
C
S:
6+
.6
EV
C
E:
.5
LOW PT. STA = 25+12.97
LOW PT ELEV = 852.88
15 '' HDPE ST
PROPOSED GRADEEXISTING GRADE
ST
M
H -2
R
IM
.4
IN
V
9.
(1 6"
W
IN
V
7.
(1
5" N
IN
V
7.
(1 5"
E
C B-
R
IM
.6
IN
V
8.
(1
5" S
B6
SS6
SS6
B6
B6
AE320
20+00
21+00
22+00
23+00
24+00
25+00 26+00
27+00
28+00
28+68
PI
: 2
0+
.7
PI
: 2
0+
.5
PI
: 2
1+
.4
PC
: 2
2+
.6
PC
: 2
1+
.4
PC
: 2
4+
.8
PC
: 2
5+
.9
PT
: 2
3+
.9
PT
: 2
2+
.3
PT
: 2
4+
.4
PT: 27+63.03
CEMETERY RD
C14
C15
STA=20+00
N=358806.17
E=2192360.45
STA=28+68
N=358005.10 E=2192348.19
CBMH-204
CBMH-201
CB-200
CBMH-205
STMH-208
CB-202
FES-202C
FES-209
ME 844.98
ME 845.30
FL 845.43
FL 852.09
FL 845.80
FL
.7
FL 857.09
FL 855.36
FL 854.40
FL 852.55
FL 852.91
FL 852.20
FL 859.46
FL 862.25
FL 862.49
FL 862.90
FL 862.72EXISTING ADMINBUILDING
NEW BUILDINGADDITION
C20
C21
C22 C23
CB-206
CB-203
STMH-207
FL 852.82
FL 860.06
FL 861.37
FL 862.02
FL 852.80
FL 857.69
FL 852.69
ALIGNMENT LINE DATA
LINE # LENGTH BEARING START POINT END POINT
ALIGNMENT CURVE DATA
CURVE # RADIUS LENGTH CHORD DIRECTION START POINT END POINT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
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U.S. Department of Veterans Affairs
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B
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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 CR117
117VBAT
PLAN & PROFILE - CEMETERY
ROAD (STA. 20+00 - 28+50)
SCALE:2
PROFILE VIEW CEMETERY ROAD STA. 20+00 - 28+50
H: 1" = 30' V: 1" = 2.5'
N
0 30' 60'
SCALE:1
PLAN VIEW CEMETERY ROAD STA. 20+00 - 28+50
1" = 30'
5 EXISTING
SECTION 42
1. BENCHMARK, SEE TOPOGRAPHIC
SURVEY.
2. FULL-DEPTH PAVEMENT & CURB
REMOVAL MUST OCCUR IN ALL AREAS
SHOWN AS RECEIVING NEW PAVEMENT.
3. REMOVE ANY TREE ROOTS TO 2' BEYOND
BACK OF CURB.
GENERAL NOTES
CONTRACTOR NOTES
MATCH EXISTING GRADE AT EXISTING
CATCH BASIN INLET.
CONCRETE VALLEY GUTTER (SEE DETAIL
9/CS501)
SUPERELEVATED ROAD SECTION VARYING
SLOPE (SEE DETAIL 1/CS503)
CROWNED ROAD SECTION VARYING SLOPE
(SEE DETAIL 2/CS503)
BARRIER CURB (SEE DETAIL 6/CS501)
ROLL CURB (SEE DETAIL 7/CS501)
SUPERELEVATED ROAD SECTION (SEE
DETAIL 3/CS503)
KEY NOTES
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
NEW CURB & GUTTER
ROAD SECTION TRANSTION
2" MILL & OVERLAY EXISTING ASPHALT
PAVEMENT
NEW HEAVY DUTY CONCRETE
PAVEMENT (4/CS501)
NEW BITUMINOUS PAVEMENT (2/CS501)
1. VERTICAL PROFILE INFORMATION SHOWN
IN NON-REPLACEMENT AREAS IS FOR
REFERENCE ONLY. ROAD AREAS TO BE
REMOVED ARE INTENDED TO BE REPLACED
TO THE EXISTING VERTICAL DESIGN.
VERTICAL DESIGN DATA HAS BEEN ADDED
FOR CONSTRUCTION PURPOSES.
HOWEVER, THE CONTRACTOR MUST
NOTIFY THE COR OF ANY VARIATION FROM
EXISTING THAT MAY ADVERSELY AFFECT
THE DRAINAGE OR IMPACT ADJACENT
AREAS. THE COR AND ENGINEER WILL
REVIEW AND MAKE FIELD ADJUSTMENTS IN
THOSE AREAS AS NEEDED PRIOR TO
CONSTRUCTION OF NEW PAVEMENTS.
2. TAPER NEW ROAD EDGE OVER 10' MIN
DISTANCE TO MATCH EXISTING ROAD.
3. CONFIRM LOCATION OF EXIST. UTILITIES
PRIOR TO CONSTRUCTION OR
CONNECTION.
4. SOME MATCH-IN LOCATIONS AND PROJECT
LIMITS SHOWN, ARE UNVERIFIED. ACTUAL
PROJECT LIMITS MUST BE VERIFIED BY
CONTRACTOR. NOTIFY COR IMMEDIATELY
IN THE EVENT OF DISCREPANCY.
5. NEW ROADWAY WIDTHS & CURB RADII
MUST MATCH EXISTING CONDITIONS.
6. CONTRACTOR MUST MATCH EXISTING
PAVEMENT EDGE ELEVATION WHERE NO
PROPOSED CURB AND GUTTER IS SHOWN
File details come from the government source that posted it. Updated .