_15 LNC BD - UTIL pt2 ROADS pt1 (pg 99-105).pdf
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- Solicitation number
- 36C78626B0027
About this file
This document is a set of bid documents and construction drawings for the Leavenworth National Cemetery Gravesite Expansion project (Project Number 897CM3025), located at 150 Muncie Road, Leavenworth, Kansas 66048. The project is issued by the U.S. Department of Veterans Affairs, Office of Design and Construction Services, with the Architect/Engineer of Record being Anderson Engineering of Minnesota, LLC (Project #18704), issued June 22, 2026.
The bid documents include comprehensive construction plans and specifications for roadway improvements and utility infrastructure. Key project components include plan and profile sheets for Singer Road (STA 1+00 to 8+91), Riverview Avenue (STA 2+00 to 9+81), and Cemetery Loop roads (multiple segments from STA 3+00 to 20+82), detailing existing and proposed grades, vertical profile information, and roadway transitions. Utility details include specifications for an ADS 12" Nyloplast drain basin with standard grate, roof drain connections to 8" HDPE storm sewer with 90° bends, storm cleanout details for infiltration basins and yard/greenspace applications, and precast double curb inlet structures with 96" diameter precast concrete manhole specifications. The contractor is required to provide as-built coordinates of all cleanout locations and match existing pavement edge elevations where no new curb and gutter is shown. Construction notes require full-depth pavement and curb removal in areas receiving new pavement, tree root removal to 2' beyond back of curb, confirmation of existing utility locations, and verification of project limits with notification to the Contracting Officer Representative (COR) of any discrepancies.
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Text version
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 _u til ity d et ai ls
.d w g ed it:
bn or he im s av ed
:6 /1
8/
:1
AM
p lo t:6
/2 2/
:2
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
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 CU502
99DMAT
UTILITY DETAILS 2
SCALE:1
KDOT STORM MANHOLE & INLET STRUCTURE DETAILS
N.T.S.
SCALE:2
ADS 12" NYLOPLAST DRAIN BASIN WITH STANDARD GRATE DETAIL
N.T.S.
SCALE:4
WATER SERVICE INSULATION DETAIL
N.T.S.
SCALE:3
ROOF DRAIN DETAIL
N.T.S.
DOWNSPOUT
DEBRIS SCREEN
PREFIN. SHEET MTL.
TRANSITION FROM
RECTANGULAR
DOWNSPOUT TO FIT
SNUG IN A 8"
DIAMETER PVE
INLET PIPE
FINISH GRADE
8" STORM SEWER
ROOF DRAIN CONNECTION
FINISH GRADE
8" HDPE STORM
SEWER
8" 90° BEND
STORM PIPE
NOTES:
1. INSULATION REQUIRED ANYTIME WATER SERVICE CROSSING IS 3' OR CLOSER TO A STORM PIPE.
2. LOWERING WILL BE REQUIRED ANYTIME WATER SERVICE CROSSING IS 18" OR CLOSER TO A STORM
PIPE.
3. WATER SERVICE MUST AT NO TIME BE CLOSER THAN 18" TO STORM PIPE.
4. IF WATER SERVICE CLEARANCE TO STORM PIPE IS 18" TO 36", INSULATION MUST BE PLACED
BETWEEN THE PIPES.
5. INSULATION MUST BE RIGID AND RATED FOR A MINIMUM OF 40 PSI.
6. INSULATION MUST BE LAID IN FULL 8' SHEETS PERPENDICULAR TO WATER SERVICE. IE. 6-4X8 SHEETS
WOULD BE USED FOR THE ABOVE CROSSING.
7. SERVICE PIPE MAY ONLY BE INSTALLED ABOVE STORM PIPE IF IT CAN MAINTAIN 18" OF CLEARANCE
OVER THE TOP AND IS MORE THAN 5.5' FROM FINISHED GROUND. IF BETWEEN 5.5' AND 7.5' FROM
FINISH GROUND, INSULATION WILL BE REQUIRED OVER SERVICE PIPE AS WELL.
4" POLYSTYRENE
INSULATION
WATER SERVICE
18" M
IN
4"
8'
8'
TOP VIEW OF INSULATION
NOTE:
1. 4" OF POLYSTYRENE INSULATION MUST BE USED AT ANYTIME A WATER
SERVICE IS WITHIN 3' VERTICALLY OF A STORM SEWER. INSULATION
MUST BE INSTALLED BETWEEN THE STORM PIPE AND THE WATER
SERVICE AS SHOWN IN THE ADJACENT DETAIL.
8'
SIDE VIEW OF INSULATION
WYE
FULL STICK OF PIPE
FLOW
PIPE SIZE & MATERIAL
PER PLAN
45° BEND
BELL FOR FUTURE
CONNECTION
CONNECT HERE WHEN
EXTENDING PIPE RUN
FINISH GROUND
4' OF STORM MAIN
BETWEEN BELL & WYE
6"
PVC SCREW CAP
PIPE SIZE & MATERIAL
PER PLAN
SCALE:5
STORM CLEANOUT DETAIL (INFILTRATION BASIN)
N.T.S. SCALE:6
YARD / GREENSPACE STORM CLEANOUT DETAIL
N.T.S.
CLEANOUT - END OF LINE
45° BEND
FINISH GRADE
45° BEND
THREADED PLUG END
PVC RISER
CLEANOUT - IN LINE / CONNECTION POINT
THREADED PLUG END
MATERIAL PER PLAN
FINISH GRADE
45° BEND
MATERIAL PER PLAN
NOTE:
CONTRACTOR TO PROVIDE
AS-BUILT COORDINATES OF
ALL CLEANOUT LOCATIONS
TO COR.
WYE
CAST IRON FRAME &
GRATE, MARKED C.O.
OR BLANK
CAST IRON FRAME &
GRATE, MARKED C.O.
OR BLANK
PVC RISER
SCALE:7
COLUBARIUM FLOWER STRIP STORM CLEANOUT DETAIL
N.T.S.
100' MAX
100' MAX.
4" PVC
LONG SWEEP
90° BEND
4" PVC
LONG SWEEP
90° BEND
WYE
PVC C.O. CAP
TOP OF PVC C.O. CAP MUST BE PLACED 2"
BELOW FINISHED DECORATIVE GRAVEL
SURFACE AS TO HIDE CLEANOUT, BUT
PROVIDE ACCESS AS NEEDED FOR
MAINTENANCE.
3" DEEP
AGGREGATE DECORATIVE
AGGREGATE FREE
DRAINING
SCALE:8
PRECAST DOUBLE CURB INLET STRUCTURE DETAIL
N.T.S.
BUTYL RUBBER
GASKET
PLASTIC OR ALUMINUM
STEPS TO MEET ASTM 478
96" DIA. PRECAST
CONCRETE MANHOLE
D
POURED OR
PRECAST CONCRETE
BASE (4000 P.S.I.)
8" MIN.
MANHOLE CASTING
NEENAH R-3067-V
(SEE PLANS FOR LOCATIONS)
FINISHED
GRADE
2" ADJUSTING RINGS
MIN. - 2
MAX. - 6
GROUT BENCH
& FLOW LINE
GROUT, WITH AN
APPROVED BONDING
AGENT ADDITIVE, SHALL
BE PLACED BETWEEN
AND OUTSIDE OF THE
ADJUSTING RINGS.
1"
12"
12"
36" X 24"
OPENING
96" Ø
VARIES
10'-4"
MINIMUM
TAR OR GROUT SEAL
ONLY CONCRETE OR
METAL SHIMS SHALL
BE USED FOR
LEVELING CASTING.
VA
R
IE
S
1'
CONC. CURB MIX SHALL
INCORPORATE THE
ENTIRE CASTING AND
ADJUSTING RINGS.
3 MIL POLYETHYLENE WRAP
AROUND THE OUTSIDE OF
CONC. CURB MIX.
1"
VANE GRATE OPENINGS MUST BE
ORIENTATED TOWARD INCOMING
FLOW TO MAXIMIZE RUNOFF
CAPTURE.
IN SAG CONDITIONS, ORIENTATE
DOUBLE VANE GRATES AS SHOWN
IN DETAIL BELOW.
36" X 24"
OPENING12"
12"24"
36" 36"
24"
96" Ø
8"
MIN.
8"
MIN.
112" Ø MIN.
CONCRETE LID OPENING DETAIL
9 S
F
AS
SI
ST
AN
T
DI
RE
CT
OR
6 S F
PR
OG
RA
M
AN
AL
YS
T
3 S
F
BU
DG
ET
AN
AL
YS
T
8 S
F
OP
ER
AT
IO
NA
L
CT
R
4 S
F
DI
RE
CT
OR
S
F
4A
ST
AF
F
ME
N
S
F
3AST
AF
F W
OM
EN
1 S
F
AD
MI
N
OF
FI
CE
R
6 S
F
MU
LT
IP
UR
PO
SE
RO
OM
S
F
HA
C
1 S
F
ME
NS
3 S
F
W
OM
EN
S
2 S
F
LO
BB
Y
0 S
F
HA
LL
W
AY
S
F
ST
OR
AG
E
3 S F
5c
HA
LL
W
AY
9 S
F
W
OR
KS
TA
TI
ON
S
8 S
F
5b
HA
LL
W
AY
8 S
F
BR
EA
K
RO
OM
8 S
F
4ME
NS
LO
CK
ER
RO
OM
S
F
W
OM
EN
S
LO
CK
ER
RO
OM
DO
W
N
DO
W
N
B6
SS
SS
GS
L
BE
NC
H
BE
NC
H
CO
UN
TE
RT
OP
TV
B6
B6
AE
5b
HA
LL
W
AY
CR
CR
FE
C
FE
C
SECTION
SECTION
42A
SECTION
41A
SECTION
SECTION
CREMAINS
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
9 SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
43A
OBELISK
OFFICERS
SECTION
MA
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
28 SECTION
SECTION
SECTION
SECTION
SECTION
COMMITTAL
SHELTER
FLAG
POLE
ROSTRUM
SECTION
SECTION
SECTION
SECTION
SECTION
53A
SECTION
SECTION
SECTION
SECTION
SECTION
58A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
72A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
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
ET
ER
Y R
D
CEMETERY RD
CEMETERY RD
COOKE DR
OVERLOOK RD
CEMETERY LP
CEMETERY LP
SINGER RD
RIVERVIEW AVE
S OBELISK RD
CEMETERY ENTRANCE RD
ROAD A
N
0 150' 300'
SCALE:1
OVERALL EXISTING ROAD REPAIRS
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
_o vr l.d w bn or av ed
:6 /1
8/
:1 lo t:6
/2 2/
:2
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 CR100
100VBAT
OVERALL EXISTING ROAD
REPAIRS
CR101
CR102
CR110
CR109
CR103
CR104
CR106
CR113
CR107
1 & 2
CR105
CR107
CR111
CR112
2+
3+00
0+49
1+00
2+00
3+00
4+00
5+00
6+00
7+
8+
8+
ROAD A
21+50
+0
+0
12+00
13+00
20+00
21+00
STA=2+75
N=360071.85 E=2191579.91
STA=1+00
N=360129.12
E=2191418.40
STA=8+83
N=360287.78 E=2192052.74
STA=4+09
N=360052.77 E=2191712.09
STA=8+39
N=360247.99 E=2192034.07
STA=2+00
N=360071.85 E=2191579.91
-4.07%
-4.72%
-4.92%
-4.44% -0.41%2.08%1.39%
0.66% 3.82% 1.81%
0.32%
-3.90% -3.19% -3.77% -2.44%
PV
IS
: 1 +0
0.
PV
IE
: 8
.7
PV
IS
: 1 +5
0.
PV
IE
: 8
.7
PV
IS
: 2 +5
0.
PV
IE
: 8
.0
PV
IS
: 4 +0
0.
PV
IE
: 8
.6
PV
IS
: 4 +5
0.
PV
IE
: 8
.3
PV
IS
: 4 +7
7.
PV
IE
: 8
.3
PV
IS
: 5 +1
5.
PV
IE
: 8
.1
PV
IS
: 5 +3
6.
PV
IE
: 8
.3
PV
IS
: 5 +6
4.
PV
IE
: 8
.6
PV
IS
: 5 +9
5.
PV
IE
: 8
.7
PV
IS
: 6 +4
2.
PV
IE
: 8
.0
PV
IS
: 6 +5
8.
PV
IE
: 8
.6
PV
IS
: 7 +9
7.
PV
IE
: 8
.1
PV
IS
: 8 +4
2.
PV
IE
: 8
.8
PV
IS
: 8 +8
2.
PV
IE
: 8
.6
PV
IS
: 8 +8
2.
PV
IE
: 8
.6
PROPOSED GRADEEXISTING GRADE
SCALE:2
PROFILE VIEW SINGER RD STA. 1+00 - 8+91
H: 1" = 30' V: 1" = 2.5'
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 s in ge r a nd ri ve rv ie w .d w bn or av ed :6
/1 8/
:1 lo t:6 /2
2/
:2
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 CR101
101VBAT
PLAN & PROFILE - SINGER ROAD
(STA. 1+00 - 8+91)
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)
N 0 30' 60'
SCALE:1
PLAN VIEW SINGER RD STA. 1+00 - 8+91
1" = 30'
SEE SHEET CR10
SEE SHEET CR115
SEE S
HEET C
R11
IGC
SECTION 73
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)
KEY NOTES
SECTION
SECTION
SECTION
2+
3+00
4+00
5+00
6+00
7+00
8+00
9+00
9+81
3+00
4+00
5+00
6+00
+0
STA=9+50
N=359787.63 E=2192226.53
STA=2+75
N=360071.85
E=2191579.91 STA=4+09
N=360052.77 E=2191712.09
STA=2+00
N=360071.85 E=2191579.91
-0.61%
-1.71%
-7.37%
-7.06%
-8.40%
PV
IS
: 2 +0
0.
PV
IE
: 8
.7
PV
IS
: 8 +0
0.
PV
IE
: 8
.8
PV
IS
: 9 +4
9.
PV
IE
: 8
.2
PVI STA = 2+46.02
PVI ELEV = 881.46
A.D. = -7.80% K = 9.62
75.00' VC
BV
C
S:
+0 8.
BV
C E:
.6
EV
C
S:
+8 3.
EV
C E:
.3
PVI STA = 6+08.73
PVI ELEV = 855.90
A.D. = -5.66% K = 10.61
60.00' VC
BV
C
S:
+7 8.
BV
C E:
.4
EV
C
S:
+3 8.
EV
C E:
.6
PVI STA = 5+35.22
PVI ELEV = 857.16
A.D. = 6.69% K = 11.95
80.00' VC
BV
C
S:
+9 5.
BV
C E:
.5
EV
C
S:
+7 5.
EV
C E:
.4
PROPOSED GRADEEXISTING GRADE
SCALE:2
PROFILE VIEW SINGER RD STA. 2+00 - 9+81
H: 1" = 30' V: 1" = 2.5'
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 s in ge r a nd ri ve rv ie w .d w bn or av ed :6
/1 8/
:1 lo t:6 /2
2/
:2
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 CR102
102VBAT
PLAN & PROFILE - RIVERVIEW
AVE (STA. 2+00 - 9+81)
N 0 30' 60'
SCALE:1
PLAN VIEW RIVERVIEW AVE STA. 2+00 - 9+81
1" = 30'
SEE SHEET CR101
EXISTING
SECTION 71
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 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)
KEY NOTES
3+00
4+00 5+00
6+00
7+00 8+00
STA=3+75
N=360030.61
E=2192469.74
STA=6+37
N=360208.25 E=2192650.06
ME 826.13
ME 825.95
ME 810.99
ME 810.95
ME 810.69
ME 812.30
ME 812.47
-6.94%
-7.61%
-4.93% -1.74% -0.51% -0.44%
PV
IS
: 3 +7
4.
PV
IE
: 8
.2
PV
IS
: 3 +9
4.
PV
IE
: 8
.8
PV
IS
: 5 +3
5.
PV
IE
: 8
.1
PV
IS
: 5 +8
1.
PV
IE
: 8
.8
PV
IS
: 6 +2
1.
PV
IE
: 8
.1
PV
IS
: 6 +4
0.
PV
IE
: 8
.0
PV
IS
: 6 +3
7.
PV
IE
: 8
.0
PROPOSED GRADEEXISTING GRADE
SCALE:2
PROFILE VIEW CEMETERY LOOP STA. 3+00 - 8+00
H: 1" = 30' V: 1" = 2.5'
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
, 1 c em et er y lp .d w bn or av ed :6
/1 8/
:2 lo t:6 /2
2/
:3
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 CR103
103VBAT
PLAN & PROFILE - CEMETERY
LOOP (STA. 3+00 -8+00)
N 0 30' 60'
SCALE:1
PLAN VIEW CEMETERY LOOP STA. 3+00 - 8+00
1" = 30'
SEE SHEET CR101
EXISTING
SECTION 69
EXISTING
SECTION 68
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)
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
-0.68% -5.38%
-5.18%
0.84% 0.67% 0.51% 0.90%
-5.57%
-4.39%
PV
IS
: 8 +8
6.
PV
IE
: 8
.5
PV
IS
: 9 +3
5.
PV
IE
: 8
.2
PV
IS
: 1 0+
.0
PV
IE
: 8
.5
PV
IS
: 1 1+
.0
PV
IE
: 8
.8
PV
IS
: 1 2+
.0
PV
IE
: 8
.3
PV
IS
: 1 4+
.0
PV
IE
: 8
.6
PV
IS
: 1 5+
.0
PV
IE
: 7
.4
PV
IS
: 1 6+
.8
PV
IE
: 7
.0
PVI STA = 13+12.21
PVI ELEV = 811.06
A.D. = -6.04% K = 26.47
160.00' VC
BV
C
S:
2+
.2
BV
C
E:
.5
EV
C
S:
3+
.2
EV
C
E:
.7
HIGH PT. STA = 12+49.82
HIGH PT ELEV = 810.58
PROPOSED GRADEEXISTING GRADE
4+
+0
12+00
12+30
8+00
9+00
+0
+0
12+00 13+00
14+00
15+00
+0
+0
STA=8+86
N=360366.11
E=2192839.90
STA=16+08
N=360429.05 E=2193384.30
ME 808.37
ME 808.27
ME 808.13
ME 808.13
ME 808.09
ME 808.15
ME 808.46
ME 808.62
ME 808.94
ME 809.44
ME 809.64
ME 810.54
ME 810.53
ME 809.96
ME 809.96
FL 808.76
FL 809.53
FL 810.36
FL 810.10
ME 799.85
ME 799.98
STA=13+60
N=360576.69 E=2193217.89
STA=15+49
N=360485.80
E=2193371.49
ME 808.96
ME 808.34
ME 794.84
ME 795.07
ME ???
ME 805.32
ME 809.32
ME 808.06
ME 808.16
ME 807.63
ME 807.70
ME 808.42
ME 808.45
ME 790.25
ME 789.96
ME 799.02ME 797.54
ME 797.81
ME 797.24
ME 799.43
FL 808.26
ME 808.39
SCALE:2
PROFILE VIEW CEMETERY LOOP STA. 8+00 - 17+00
H: 1" = 30' V: 1" = 2.5'
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
, 1 c em et er y lp .d w bn or av ed :6
/1 8/
:2 lo t:6 /2
2/
:3
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 CR104
104VBAT
PLAN & PROFILE - CEMETERY
LOOP (STA. 8+00 -17+00)
N 0 30' 60'
SCALE:1
PLAN VIEW CEMETERY LOOP STA. 8+00 - 17+00
1" = 30'
SEE SHEET CR106
SEE SHEET CR106
EXISTING
SECTION 65
EXISTING
SECTION 66
EXISTING
SECTION 67
EXISTING
SECTION 63
EXISTING
SECTION 62
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)
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
-6.30% -4.39%
PV
IS
: 1 7+
.9
PV
IE
: 7
.3
-6.73% -2.72% -4.12% -1.47%
1.22% 3.68% 1.28% 2.37%
PV
IS
: 1 7+
.9
PV
IE
: 7
.3
PV
IS
: 1 7+
.1
PV
IE
: 7
.2
PV
IS
: 1 8+
.6
PV
IE
: 7
.2
PV
IS
: 1 8+
.8
PV
IE
: 7
.3
PV
IS
: 1 9+
.5
PV
IE
: 7
.6
PV
IS
: 2 0+
.5
PV
IE
: 7
.9
PV
IS
: 2
0+
.7
PV
IE
: 7
.3
PV
IS
: 1 9+
.5
PV
IE
: 7
.2
PV
IS
: 2 0+
.7
PV
IE
: 7
.4
PROPOSED GRADEEXISTING GRADE
5+00
6+00
17+00
18+00
19+00 20+00
20+91
STA=17+71
N=360274.02
E=2193346.97
STA=20+81
N=360084.67 E=2193108.11
+0
+0
+2
ME 784.91
ME 784.29
ME 782.94
ME 782.06
ME 783.91
ME 783.06
782.10
782.31
ME 784.30
ME 784.34
ME 784.30ME 786.27
ME 785.85
ME 783.00
ME 783.10
ME 789.96
SCALE:2
PROFILE VIEW CEMETERY LOOP STA. 17+00 - 20+82
H: 1" = 30' V: 1" = 2.5'
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
, 1 c em et er y lp .d w bn or av ed :6
/1 8/
:2 lo t:6 /2
2/
:3
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 CR105
105VBAT
PLAN & PROFILE - CEMETERY
LOOP (STA. 17+00 -20+82)
0 30' 60'
SCALE:1
PLAN VIEW CEMETERY LOOP STA. 17+00 - 20+82
1" = 30'
SEE SHEET CR107
EXISTING
SECTION 60
EXISTING
SECTION 61
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)
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 .