GENERAL NOTES
NONE
2
BENCHMARKS
INDEX OF SHEETS
LOCATED SE CORNER OF RECREATION CENTER 820.887 NAVD 88BM#1
NE CORNER OF RECREATION CENTER 826.154 NAVD 88BM#2
HIGHWAY STANDARDS
BENCHMARKS AND HIGHWAY STANDARDS
GENERAL NOTES, INDEX OF SHEETS,
KAR
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
CITY OF McHENRY, ILLINOIS
642jdmUSER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 2/22/2018 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
JDM
DJS
11-27-17
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:
15
NONE
SUMMARY OF QUANTITIES
SUMMARY OF QUANTITIES 3
KAR
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
CITY OF McHENRY, ILLINOIS
642jdmUSER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 2/22/2018 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
JDM
DJS
11-27-17
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O
Q
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F
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N
A
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:
M
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L
:
15
2 1 5 3 4
8
7
4 3 5 1 2
7
3
2
8
6
5
4
1
1 4
3
7
8
4 3 1 2 5
VARIES
¡ ROAD
36'
VARIES
VARIES
NORTH ACCESS ROAD
A A
B
B
M
A
IN
A
C
C
E
S
S
R
O
A
D
7
8
24
3
6
HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 - 2"
HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 - 2 1/2"
AGGREGATE BASE COURSE, TYPE B - 4"
PARKWAY RESTORATION (SEE LANDSCAPING PLAN)
TOPSOIL, 6" (12" IN LANDSCAPED BEDS) (INCLUDED IN SITE GRADING)
PROPOSED LEGEND
EXTENSION - TYPICAL SECTIONS
McHENRY RECREATIONAL FACILITY PARKING LOT
SECTION A-A
SECTION B-B
4
AGGREGATE BASE COURSE, TYPE B - 12"
(GUTTER PITCHED OUT WHERE DETERMINED BY THE ENGINEER)
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12
56
VARIES VARIES
29.5'
15.5'
1:121:12
1:121:12
MAX
4:1
(AS DETERMINED BY THE ENGINEER)
SUBGRADE REMOVAL AND REPLACEMENT
1
2
1
3
1
4
47 48 49 50+00
KAR
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
CITY OF McHENRY, ILLINOIS
642jdmUSER NAME =
PLOT SCALE = 7.5000 ' / in.
PLOT DATE = 2/22/2018 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
JDM
DJS
11-27-17
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:
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:
15
1" = 20'
82
1 8
4
82
1 8
4
BASIN TO REMAIN
EXISTING DETENTION
MUNICIPAL DRIVE
TO REMAIN
EXISTING SIDEWALK
TO REMAIN
MH AND DRAINAGE
EXISTING STORM
TO BE RELOCATED
EXISTING ENCLOSURE
TO REMAIN
AND VALVE METER
EXISTING WATER MAIN
BE REMOVED (TYP)
TOEXISTING TREES
PARKING LOT
LIMITS FOR PROPOSED
CLEARING & GRUBBING
REMOVAL
PAVEMENT/SIDEWALK
LEGEND
NOTES:
BEFORE ANY REMOVAL OR ADJUSTMENTS.
VERIFY ALL EXISTING UTILITES AND STRUCTURES WITH THE CITY
PRIOR TO ANY CONSTRUCTION ACTIVITY CONTRACTOR SHALL2.
BE ADJUSTED PER CITY OF McHENRY POLICIES AND PROCEDURES.
WITH CONCRETE SIDEWALK. ANY UTILITY CONFLICTS WILL
ALL EXISTING SIDEWALK REMOVED WILL BE REPLACED1.
EXISTING CONDITIONS AND REMOVAL PLAN
McHENRY RECREATIONAL FACILITY
5
TO REMAIN
EXISTING HMA APRON
CONNECTION
FIBER OPTIC CABLE
PROTECT EXISTING
GRADING)
(INCLUDED IN SITE
BLOCK REMOVAL
PRECAST PARKING
4"
2-
3"
10
-1"
2"
2"
3-
4"
2-
4"
5"
3"
3"
3"
ST
SP
RI
NK
LE
R
HD
CO
NT
RO
L
BO
X
40
"
48
"
9"
18
"
14
"
18
"
2-
10
" 8
" 3
"
2-
12
" 6
"
14
" 5
"
2-
15
"
54
"
WV
V
AV
FH
BM
ST
3"
2'
2'
2'
2'
2'2'2'
2'2'
2'
2'
2'
2'
2"
c
o
n
c
c
o
n
c
h
m
a
h
m
a
hm
a
hm
a
hm
a
hm
a
8
1
4
8
1
5
8
1
5
8
1
6
8
1
6
8
1
6
8
1
7
8
1
7
8
1
7
8
1
7
8
1
8
8
1
8
81
8
8
1
8
8
1
8
8
1
9
8
1
9
81
9
8
1
9
8
1
9
8
1
9
82
0
8
2
0
8
2
0
820
8
2
0
82
0
8
2
0
82
0
82
1
8
2
1
82
1
821
8
2
1
821
8
2
1
8
2
2
82
2
82
2
82
2
8
2
2
822
8
2
2
8
2
2
8
2
3
823
8
2
3
82
3
82
4
KAR
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
CITY OF McHENRY, ILLINOIS
642jdmUSER NAME =
PLOT SCALE = 20.0000 ' / in.
PLOT DATE = 2/22/2018 DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
JDM
DJS
11-27-17
D
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:
15
ST
CB
ST
ST
ST
CB
SL-PUBLIC
SL-PUBLIC
FES
FES
FES
RT
LT
SL-PUBLIC
SL-PUBLIC
SAN
AV
FH
BM
conc
conc
c
o
n
c
8" round electric
802
803
803
8
0
4
80
4
8
0
5
80
5
805
806
806
8
0
6
80
7
807
807
80
7
807
808
808
808
80
8
8
0
8
809
809
809
809
809
809
809
80
9
809
810
810
810
810
810
810
810
81
0
8
1
0
811
811
811
81
1
811
811
811
811
8
1
1
812
812
812
8
1
2
81
2
8
1
2
813
8
1
3
81
3
813
813
814
81
4
814
8
1
4
8
1
4
815
815
8
1
5
8
1
6
81
6
816
8
1
7
817
817
81
8
8
1
8
81
9
8
2
0
6" STONE
44
6" STONE
6" STONE
DLL1 22
99
PERM1 22
6" STONE
6" STONE
6" STONE
PERM1 99
PERM1 22
PERM1 99
BW-CONC
FW-CONC
BW-CONC
FW-CONC
BW-CONC
BW-CONC
FW-CONC
FW-CONC
8822
EPB1
22
EPB1
88
BW-CONC
BW-CONC
99
BW-CONC
99
22
ADA PANEL
BCL1
FW-CONC
EPB1
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