united methodist church of monticello - illinois …€¦ · · 2010-01-04post office box 557...
TRANSCRIPT
SHEET NO. DESCRIPTION
INDEX OF SHEETS
LOCATION INDICATED THUS:
PIATT
Sodemann and Associates, Inc.
ENGINEERING / ANALYSIS / MANAGEMENT
340 NORTH NEIL STREET
POST OFFICE BOX 557
CHAMPAIGN, ILLINOIS 61824-0557
TEL 217 352-7688 FAX 217 352-7922
INTER
STA
TE 7
2
TO DECATUR
TO CHAMPAIGN
UNITED METHODIST CHURCH OF MONTICELLO
UNITED METHODIST CHURCH PROJECT LOCATION
SITE LOCATION
UNITED METHODIST CHURCH SITE LOCATION
PROJECT LOCATION
TO I-57
UNITED METHODIST CHURCH
OF MONTICELLO
BOARD OF TRUSTEES
BLAKE MILLER
TED BECKER
RANDY BEAZLY
MATT BUSBY
BILL PONTIOUS
MARTHA ANN RHOADES
GEORGE TIMMONS
LINDA TRAUB
GUY WILLIAMS
06082
CHAIRMAN
TRUSTEE
TRUSTEE
TRUSTEE
TRUSTEE
TRUSTEE
TRUSTEE
TRUSTEE
TRUSTEE
R SODEM
AN
N
NE
VE
ST
.
ILLINOIS
41034
REGISTERED
PROFESSIONAL
ENGINEER
OFSTEVEN R. SODEMANN DATE
ILLINOIS PROFESSIONAL ENGINEER NO. 41034
LICENSE EXPIRATION: NOVEMBER 30, 2009
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COVER
SITE PLAN & LEGEND
GENERAL NOTES 1 of 2
GENERAL NOTES 2 of 2
SOIL BORING & TEST PIT LOGS
GRADING PLAN
DETENTION OUTLET CONTROL PLAN
STORM SEWER PLAN
STORM SEWER PROFILES
SANITARY SEWER PLAN & PROFILE 1 of 3
SANITARY SEWER PLAN & PROFILE 2 of 3
SANITARY SEWER PLAN & PROFILE 3 of 3
WATER MAIN PLAN & PROFILE 1 of 2
WATER MAIN PLAN & PROFILE 2 of 2
FIRE & WATER SERVICE PLAN & PROFILE
PARKING LOT ELEVATION PLAN
ENTRANCE DETAILS
W. HANDICAP PARKING & SIDEWALK PLAN & DETAILS
N.E. & S.E. HANDICAP PARKING & SIDEWALK PLAN
UTILITY LAYOUT PLAN
PARKING LOT & DRIVEWAY LAYOUT PLAN
EROSION CONTROL PLAN
PROPOSED UTILITY PLAN
DETENTION OUTLET DETAILS
STILLING BASIN DETAILS
PAVEMENT & EROSION CONTROL DETAILS
STRUCTURE DETAILS
WATER MAIN DETAILS
BACKFILL & SEPARATION DETAILS
NEW CHURCH SITE IMPROVEMENTS
2020 EAST WASHINGTON
685
684
679
WGUTUTUTUTUTUT "GWWWWWWTTTT
05
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UTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT"G"G"G"G"G"STFIBERFIBERFIBER
T
T
TT
MH
T
T
TT
MH
674675676
678
687
688
688688
688
688
688
SANITARY SEWER MAIN EXTENSIONSANITARY SEWER MAIN EXTENSION
WWWWW
T
W
WATER MAIN EXTENSION
SETBACK LINE SETBACK
SETBACK LINE
8" 8" 8" 8" 8" 8"
WASHINGTON STREETCOUNTY HIGHWAY 4WASHINGTON STREETWASHINGTON STREET
COUNTY HIGHWAY 4
22
PROPOSEDTEMPORARYCONSTRUCTIONENTRANCESEE DETAILS SHT-26
AP
P.
CH
K.
DR
N.
DE
S.
PROJECT NO.
DATE
SHEET
OF 29 SHEETS
JAB
JAB
SR
S
SR
S
PR
OJE
CT
TIT
LE
SH
EE
T T
ITL
E
RE
VIS
ION
DA
TE
DE
SC
RIP
TIO
N
Sodem
ann and A
ssocia
tes, I
nc.
EN
GIN
EE
RIN
G /
AN
AL
YS
IS /
MA
NA
GE
ME
NT
06082
05.23.08
340 N
OR
TH
N
EIL
ST
RE
ET
PO
ST
OF
FIC
E B
OX
557
CH
AM
PA
IGN
, I
LL
INO
IS
61
82
4-0
55
7
TE
L 2
17
35
2-7
68
8
FA
X 2
17
35
2-7
92
2
UN
ITE
D M
ET
HO
DIS
T C
HU
RC
H O
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ON
TIC
EL
LO
MO
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ICE
LL
O, IL
LIN
OIS
61856
685
684
679
WGUTUTUTUTUTUT "GWWWWWWTTTT
05
"SAN
?
UTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUT"G"G"G"G"G"STFIBERFIBERFIBER
T
T
TT
MH
674675676
678
687
688
688688
688
688
688
SANITARY SEWER MAIN EXTENSION
SP5
SP2SP3
PHASE I
BUILDING
WWWWW
T
W
B-4
B-5
B-3
B-2
B-1
SP1
SP4
WATER MAIN EXTENSION
SETBACK LINE SETBACK
SETBACK LINE
DIRT GRADE = 686
CO
8" 8" 8" 8" 8" 8"
WASHINGTON STREETCOUNTY HIGHWAY 4WASHINGTON STREET
8" HDPE FIELD TILE
IE 672.60
PROPOSED FINISHEDFLOOR = 686.67
WASHINGTON STREETCOUNTY HIGHWAY 4
EASEMENT LINEEASEMENT LINEEASEMENT LINEEASEMENT LINE
TOTAL 240 PARKING SPACE
AND 12 HANDICAP SPACES
LEGEND
TATMANRETIREMENT
HOME
"ST
24
"GUTFIBERTUT
680
682
685
683
W
8"
TGSEEW
UNITED METHODIST CHURCH
SITE IMPROVEMENTS
EXISTING PROPOSED
2
T
SP1 B-5
PROPOSED
WSOH-EUG-E-S
EASEMENT LINE
AP
P.
CH
K.
DR
N.
DE
S.
PROJECT NO.
DATE
SHEET
OF 29 SHEETS
JAB
JAB
SR
S
SR
S
PR
OJE
CT
TIT
LE
SH
EE
T T
ITL
E
RE
VIS
ION
DA
TE
DE
SC
RIP
TIO
N
Sodem
ann and A
ssocia
tes, I
nc.
EN
GIN
EE
RIN
G /
AN
AL
YS
IS /
MA
NA
GE
ME
NT
06082
05.23.08
340 N
OR
TH
N
EIL
ST
RE
ET
PO
ST
OF
FIC
E B
OX
557
CH
AM
PA
IGN
, I
LL
INO
IS
61
82
4-0
55
7
TE
L 2
17
35
2-7
68
8
FA
X 2
17
35
2-7
92
2
UN
ITE
D M
ET
HO
DIS
T C
HU
RC
H O
F M
ON
TIC
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LO
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LIN
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61856
SEE PLAN SHEETS FOR WIDTH
3"
6"
Flo
w
Tie down stakes
Ground
line
ELEVATION
PLAN
Bale(s) placed
across joints
in ditch bottom.
B
A
24" min.
Bale ties
typ.
24"
Note:
Pt. A higher
than Pt. B
min.
Embedment
min. length4’
6"
3"
Not more than
exposure.6"
Flow Silt filter
fence
Flow
Straw or hay bales
or rolled excelsior
Spacers
6"
BACKFILL TRENCH TOSECURE FABRIC
FLOW
WOOD OR METAL POST
FILTER FABRIC
COMPACTED SUBGRADE
N.T.S.
AGGREGATE BASE COURSE
TYPE B, 6" THICK
BIT. CONC. SURFACE COURSE,
SUPERPAVE, MIX "C", N 50. 1 1/2" LIFT.
BIT. CONC. BINDER COURSE,
SUPERPAVE, N 50, 1 1/2" LIFT.
4 TO 1EARTH SHOULDER
FLOW FLOW
SPACERS
FLOW FLOW
FLOW
FLOWTIE DOWN STAKES
NOT TO SCALE
STRAW OR
HAY BALES
SILT FILTER
FENCEMANHOLE WITH
OPEN GRATE
PA
VE
ME
NT
& E
RO
SIO
N C
ON
TR
OL
DE
TA
ILS
26
EXISTING
PAVEMENT
COMPACTED SUBGRADE
SEE PLAN SHEETS FOR WIDTH
3"
9"
SAW CUT
FULL DEPTH
N.T.S.
AGGREGATE BASE COURSE
TYPE B, 6" THICK
BIT. CONC. SURFACE COURSE,
SUPERPAVE, MIX "C", N 50. 1 1/2" LIFT.
BIT. CONC. BINDER COURSE,
SUPERPAVE, N 50, 1 1/2" LIFT.
STRAW BALES FOR DITCH CHECK DETAIL
PROPOSED BITUMINOUS PARKING LOT
& DRIVEWAY PAVEMENT DETAIL
6"3
0"
36"
INLET PROTECTION DETAIL
SILT FILTER FENCE AS A PERIMETER
EROSION BARRIER DETAIL
HMA PAVEMENT PATCH DETAIL
R15’ (TYP.)
A
A
20’-0" MIN.
R.O.W.R.O.W.
WASHINTON STREET
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
TEMPORARY DITCH CULVERT
SECTION A-A
LC
EXISTINGROAD
3"
3"
FILTER CLOTHCOURSE AGGREGATEGRADATION OF RIPRAP (RR-2)
100’
BIT. MATERIALS (PRIME COAT)
0.35 GAL/SQ. YD.
BIT. MATERIALS (PRIME COAT)
0.35 GAL/SQ. YD.
AP
P.
CH
K.
DR
N.
DE
S.
PROJECT NO.
DATE
SHEET
OF 29 SHEETS
JAB
JAB
SR
S
SR
S
PR
OJE
CT
TIT
LE
SH
EE
T T
ITL
E
RE
VIS
ION
DA
TE
DE
SC
RIP
TIO
N
Sodem
ann and A
ssocia
tes, I
nc.
EN
GIN
EE
RIN
G /
AN
AL
YS
IS /
MA
NA
GE
ME
NT
06082
05.23.08
340 N
OR
TH
N
EIL
ST
RE
ET
PO
ST
OF
FIC
E B
OX
557
CH
AM
PA
IGN
, I
LL
INO
IS
61
82
4-0
55
7
TE
L 2
17
35
2-7
68
8
FA
X 2
17
35
2-7
92
2
UN
ITE
D M
ET
HO
DIS
T C
HU
RC
H O
F M
ON
TIC
EL
LO
MO
NT
ICE
LL
O, IL
LIN
OIS
61856