3 5421
1
S89°55'56"W 632.43'
N0
0°04'04"W
449.9
8'
N89°55'56"E 627.90'
S00°38'40"E
450.00'
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
H
IW
A
S
S
E
E
8
0
, L
L
C
PROP.
DETENTION
POND
H
IW
A
S
S
E
E
8
0
, L
L
C
O
R
A
N
G
E
D
O
L
L
A
R
, L
L
C
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
OV
ER
ALL S
IT
E G
EN
ER
AL LA
YO
UT
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-S
IT
E.d
wg, 1
/2
8/2
02
0 3
:0
3 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=60'
C1.0
WATERLOO & COLTRANE INDUSTRIAL PARK
00 60' 120'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
LEGAL DESCRIPTION
A tract of land being a part of the Northeast Quarter (NE/4) of
Section Six (6), Township Fourteen (14) North, Range Two (2)
West of the Indian Meridian, Oklahoma County, Oklahoma,
being more particularly described as follows:
Commencing at the Northwest (NW) Corner of said Northeast
Quarter (NE/4);
THENCE North 89°55'56" East, along and with the North line of
said Northeast Quarter (NE/4), a distance of 1,453.63 feet to
the POINT OF BEGINNING;
THENCE continuing North 89°55'56" East, along and with the
North line of said Northeast Quarter (NE/4), a distance of
627.90 feet;
THENCE South 00°38'40" East, departing said North line, a
distance of 450.00 feet;
THENCE South 89°55'56" West, a distance of 632.43 feet;
THENCE North 00°04'04" West, a distance of 449.98 feet to
the POINT OF BEGINNING.
Containing 283,561 square feet or 6.5097 acres, more or less.
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
GENERAL NOTES
1. ALL WORK PERFORMED AND MATERIALS SUPPLIED SHALL CONFORM
TO THE SITE WORK SPECIFICATIONS. ANY WORK NOT COVERED IN
THE SITE WORK SPECIFICATIONS SHALL CONFORM TO THE OKLAHOMA
DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR HIS OWN CONSTRUCTION STAKING.
3. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL
DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, LATEST EDITION. ALL PAVEMENT STRIPING SHALL
BE FOUR (4) INCHES WIDE, UNLESS SHOWN OTHERWISE ON THE
PLANS.
4. UNLESS OTHERWISE STATED IN THE GENERAL CONDITIONS, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING. THE
RESULTS OF THE TESTS SHALL BE FORWARDED TO THE ENGINEER
FOR HIS REVIEW AND APPROVAL.
5. THE CONTRACTOR SHALL PROVIDE A MEDIUM BROOM FINISH ON ALL
CONCRETE WALKS, RAMPS AND PAVING SURFACES UNLESS
OTHERWISE NOTED.
6. THE CONTRACTOR MUST FILE A "NOTICE OF INTENT" WITH THE
APPROPRIATE ADMINISTRATIVE AGENCY PRIOR TO COMMENCING
EARTHWORK, CLEARING OR DEMOLITION OPERATIONS.
7. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF
ALL SITE PLAN DIMENSIONS AND MEASUREMENTS AND SHALL
CONFIRM THE ACCURACY AND LOCATION OF THE PROJECT
BOUNDARY PRIOR TO CONSTRUCTION. ANY DISCREPANCIES
DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER-OF-RECORD FOR RESOLUTION PRIOR TO CONSTRUCTION.
8. ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS OTHERWISE
SPECIFIED.
9. PARKING LOT LAYOUT IS PARALLEL AND PERPENDICULAR TO BUILDING
ORIENTATION UNLESS OTHERWISE NOTED.
INDEX OF SHEETS
NO. DESCRIPTION
C1.0 OVERALL SITE GENERAL LAYOUT
C2.0 TOPOGRAPHIC SURVEY
C3.0-C3.1 SITE DIMENSIONAL PLAN
C4.0-C4.2 PAVING & GRADING PLAN
C5.0-C5.2 RETAINING WALL PLAN
C6.0 UTILITY PLAN
C7.0 DETAILS
EC1-EC2 EROSION CONTROL PLAN
DP1-DP6 DETENTION POND PLAN
P1-P3
PUBLIC PAVING PLAN (NOT INCLUDED IN THIS SET)
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
33' S
TA
T.
R/W
50'
R/W
WATERLOO RD.
CO
LT
RA
NE
R
D.
204.98'
204.98'
204.98'
204.98'
204.98'
75'35' 35'
35' 35'
913'± TO CL OF COLTRANE RD.
P.O.B.
EXIST. OG&E ESMT.
BK. 5316
PG. 1496-1497
EXIST. DRAINAGE ESMT.
EDGE OF WATER
FND #3 BAR
B
A
R
B
E
D
W
IR
E
F
E
N
C
E
BA
RB
ED
W
IR
E F
EN
CE
DOLLAR STORE SIGN
4-W
IR
E
4-W
IR
E
4-W
IR
E
UNKNOWN
SWB
UNKNOWN
GUARD POST
GUARD POST
PIONEER REALITY SIGN
TO
E O
F S
LO
PE
TO
P O
F B
AN
K
TO
E O
F S
LO
PE
WATERLOO RD.
B
R
U
S
H
L
IN
E
B
R
U
S
H
L
I
N
E
BR
US
H LIN
E
E
D
G
E
O
F
W
A
T
E
R
MULTIPLE
CEDAR TREES
MULTIPLE
CEDAR TREES
5-WIRE
1-UGC
5-WIRE
GRAVEL
RIP RAP
FL (60")=1165.61
FL=1173.10
FL HAS BEEN CUT OFF BY
METAL PLATE & SCREWED
TO PIPE)
1
2
1
5
1
2
1
4
1
2
1
3
1
2
1
2
1
2
1
1
1
2
0
9
1
2
1
0
1
2
0
8
1
2
0
7
1
2
0
6
1
2
0
5
1
2
0
4
1
2
0
3
1
2
0
2
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1190
1189
1188
1187
1186
1
1
8
5
1184
1
1
8
3
1
1
8
4
1
1
8
5
1
1
8
4
1183
1182
1181
1180
1179
1178
1177
1
1
7
6
1
1
7
5
1
1
7
4
1
1
7
3
WATERLOO RD.
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-T
OP
OG
RA
PH
IC
S
UR
VE
Y.d
wg, 1
/8
/2
02
0 1
2:5
6 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-to
po
.d
wg
4
46
4-L
OC
.d
wg
4
46
4-b
dy.d
wg
4
46
4-P
PL
T.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=40'
C2.0
WATERLOO & COLTRANE INDUSTRIAL PARK
00 40' 80'
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
TO
PO
GR
AP
HIC
S
UR
VE
Y
********* NOTE **********
THIS EXHIBIT IS FOR TOPOGRAPHICAL USE ONLY. IT IS NOT
TO BE USED AS A BOUNDARY SURVEY.
Survey Legend
LEGEND
BENCHMARK
CONTROL POINT
FOUND MONUMENT
SET MONUMENT
FIRE HYDRANT
AUTOSPRINKLER
HOSE BIB/SPIGOT
WATER METER
WATER VALVE
WATER WELL
SPRINKLER HEAD
SPRINKLER VALVE
SANITARY MANHOLE
CLEANOUT
STORM MANHOLE
STORM GRATE
FIELD INLET
GAS METER
NO GAS METER
GAS VALVE
VENT PIPE
MONITORING WELL
POWER POLE
GUY WIRE
LIGHT POLE
GROUND LIGHT
ELECTRIC BOX
ELECTRIC METER
ELECTRIC MANHOLE
ELECTRIC BREAKER
ELECTRIC OUTLET
PULL BOX
TELEPHONE BOX
TELEPHONE MANHOLE
CABLE BOX
MANHOLE
AIR CONDITIONER
MAILBOX
SIGN
ROOF DRAIN
BORE HOLE
ROUND POST
SQUARE POST
EVERGREEN TREE
DECIDUOUS TREE
BUSH
GATE
HANDICAP
TRAFFIC SIGNAL POLE
STOCKADE FENCE
CHAINLINK FENCE
BARBED WIRE FENCE
WATERLINE
STORM SEWER
SANITARY SEWER
GAS LINE
UNDERGROUND TELEPHONE
UNDERGROUND POWER
UNDERGROUND CABLE
OVERHEAD CABLE
RAILROAD TRACKS
EXISTING CONTOUR
1150
BRUSH LINE
ASPHALT PAVING
CONCRETE PAVING
FLOWLINE
FL
TOP OF GRATE
TG
TOP OF RIM
TR
CORRUGATED METAL PIPE
CMP
REINFORCED CONC. PIPE
RCP
REINFORCED CONC. BOX
RCB
FINISH FLOOR
FF
BUILDING LINE
B/L
UTILITY EASEMENT
U/E
RIGHT-OF-WAY
R/W
RECORD
(R)
MEASURED
(M)
CURB INLET
CORRESPONDING NOTE
#
UTILITY BOX
TOP OF CURB
TC
CURB GUTTER
GT
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
33' S
TA
T.
R/W
50'
R/W
EXIST. OG&E ESMT.
BK. 5316
PG. 1496-1497
Original Bench Mark:
Source: City of Edmond GPS Datum
Horizontal Datum: NAD83
Vertical Datum: NAVD88
Bench Mark: 1235
Northing: 264465.6255
Easting: 2131523.7369
Elevation: 1201.4167
Description: Approximately 30' South of the centerline of
Waterloo Rd., 2265' West of the centerline of
Coltrane Rd. and 30.59' West of a power pole.
Object: 3½” Brass Cap Stamped “City of Edmond”
Bench Marks by Johnson & Associates
Set On/Around Site:
Bench Mark # 400
Northing: 264524.93
Easting: 2132047.68
Elevation: 1178.81
Description: Approximately 30' North of the centerline of
Waterloo Rd., 1775' West of the centerline of
Coltrane Rd. and 15' West of a power pole
Object: #4 Bar with J&A Control Cap
Bench Mark # 401
Northing: 264536.24
Easting: 2131154.61
Elevation: 1192.98
Description: Approximately 30' North of the centerline of
Waterloo Rd., 2650' West of the centerline of
Coltrane Rd. and 15' North of a power pole
Object: #4 Bar with J&A Control Cap
Bench Mark # 402
Northing: 263551.52
Easting: 2131775.69
Elevation: 1193.27
Description: Approximately 940' South of the centerline of
Waterloo Rd., 2030' West of the centerline of
Coltrane Rd. and 30' East of a 12” wood post
Object: #4 Bar with J&A Control Cap
Bench Mark # 403
Northing: 263161.28
Easting: 2131763.89
Elevation: 1194.96
Description: Approximately 1330' South of the centerline of
Waterloo Rd., 2050' West of the centerline of
Coltrane Rd. and 10' North of a fence at a no
trespassing sign.
Object: #4 Bar with J&A Control Cap
EXIST. DRAINAGE ESMT.
21
N00°04'0
4"W
449
.98'
PROP.
BLDG.
PROP.
BLDG.
N=264244.4100
E=2132692.3338
N=264244.4691
E=2132742.3338
N=264364.4809
E=2132752.1917
N=264244.5402
E=2132802.3337
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
SIT
E D
IM
EN
SIO
NA
L P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-S
IT
E.d
wg, 1
/2
8/2
02
0 3
:0
3 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
C3.0
WATERLOO & COLTRANE INDUSTRIAL PARK
00 20' 40'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
(SEE ARCH. & STRUCTURAL PLANS FOR
EXACT BUILDING DIMENSIONS)
N00°04'04"W
N89°55'56"E
13
CONST. WHEEL STOPS (TYP.)
RE: SHT. C7.0
LEGEND
CONST. SIDEWALK
RE: SHT. C7.0
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
MA
TC
H L
IN
E
(S
EE
S
HE
ET
C
3.1)
N00°04'04"W
N89°55'56"E
(SEE ARCH. & STRUCTURAL
PLANS FOR EXACT
BUILDING DIMENSIONS)
CONST. SIDEWALK RAMP
RE: SHT. C7.0
CONST. SIDEWALK RAMP
RE: SHT. C7.0
11
7
8
5'
R
5
'
L
=
7
.
8
5
'
R
1
0
'
L
=
1
5
.
7
1
'
R
1
0
'
L
=
1
5
.
7
1
'
R
4
.
5
'
L
=
1
4
.
1
4
'
R
4
.
5
'
L
=
1
4
.
1
4
'
R
5
'
L
=
7
.
8
5
'
R
5
'
L
=
7
.
8
5
'
R
1
0
'
L
=
1
5
.
7
1
'
R
1
0
'
L
=
1
5
.
7
1
'
R
3
0
'
L
=
4
7
.
0
4
'
R
1
0
'
L
=
1
5
.
7
1
'
10'
8'
30'
3'
72'81'
11'
TYP.
5'
9'
TYP.
9'
TYP.
5'11'
TYP.
9'
TYP.
9'
TYP.
117'99'
5'
10'
13'
8'
13.5'
13.5'
13'
13'
7.76'
18'
18'
13.5'
13.5'
18'
24'
18'
24'
120'±
120'±
5.67'
50'±
100'±
30'
50'
R/W
33' S
TA
T.
R/W
WATERLOO RD.
EDGE OF PAVEMENT
10'
4.33'
50'
580'
(TOTAL LENGTH)
13'
REMOVE 216 LF EXIST. FENCE
PROP. WATERLOO RD. WIDENING
RE: SHT. P1
EXIST. OG&E ESMT.
BK. 5316
PG. 1496-1497
EXIST. DRAINAGE ESMT.
PROP. RETAINING WALL
RE: SHT. C5.0
PROP. RETAINING WALL
RE: SHT. C5.0
4.33'
4.33'
10'
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
WATERLOO RD.
3
54
1
N89°55'56"E 627.90'
S00°38'40"E
450.00'
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
WATERLOO RD.
N=264244.9544
E=2133152.3335
N=264245.0136
E=2133202.3334
N=264304.7532
E=2132982.2626
N=264244.6822
E=2132922.3336
N=264244.8716
E=2133082.3335
N=264244.7414
E=2132972.3336
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
SIT
E D
IM
EN
SIO
NA
L P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-S
IT
E.d
wg, 1
/2
8/2
02
0 3
:0
3 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
C3.1
WATERLOO & COLTRANE INDUSTRIAL PARK
00 20' 40'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
(SEE ARCH. & STRUCTURAL
PLANS FOR EXACT
BUILDING DIMENSIONS)
6
CONST. SIDEWALK RAMP
RE: SHT. C7.0
CONST. WHEEL STOPS (TYP.)
RE: SHT. C7.0
LEGEND
CONST. SIDEWALK
RE: SHT. C7.0
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
MA
TC
H L
IN
E
(S
EE
S
HE
ET
C
3.0
)
N00°04'04"W
N89°55'56"E
N00°04'04"W
N89°55'56"E
N00°04'04"W
N89°55'56"E
7.51'
12.94'
13.5'
13.5'
13.5'
13.5'
13'
24'
13'
13'
8'
8'
13'
13'
8' 13.5'
13.5'
120'±
120'±
120'±
18'
18'
18'
18'
18'
18'
24'
24'
24'
R
4
.
5
'L
=
1
4
.
1
4
'
R
4
.
5
'
L
=
1
4
.
1
4
'
R
4
.
5
'
L
=
1
4
.
1
4
'
R
5
'
L
=
7
.
8
5
'
R
1
0
'
L
=
1
5
.
7
1
'
R
1
0
'
L
=
1
5
.
7
1
'
3'
10'
50'±100'±
10'10'
R
1
0
'
L
=
1
5
.
7
1
'
R
1
0
'
L
=
1
5
.
7
1
'
10.26' 50'±
5'
R
5
'
L
=
7
.
8
5
'
R
1
0
'
L
=
1
5
.
7
1
'
R
1
0
'
L
=
1
5
.
7
1
'
R
5
'
L
=
7
.
8
5
'
5'
R
5
'
L
=
7
.
8
5
'
R
5
'
L
=
7
.
8
5
'
54'
9'
TYP.
11'
TYP.
5'
9'
TYP.
81'26.06'
108.94'54'
R
3
0
'
L
=
4
7
.
2
1
'
14.99'
27.94'
30'
30'
5.67'
4.33'
(SEE ARCH. & STRUCTURAL
PLANS FOR EXACT
BUILDING DIMENSIONS)
(SEE ARCH. & STRUCTURAL
PLANS FOR EXACT
BUILDING DIMENSIONS)
15
9
9'
TYP.
9'
TYP.
9'
TYP.
5' 11'
TYP.
9'
TYP.
5'11'
TYP.
CONST. SIDEWALK RAMP
RE: SHT. C7.0
CONST. SIDEWALK RAMP
RE: SHT. C7.0
50'
R/W
33' S
TA
T.
R/W
EDGE OF PAVEMENT
50'
580'
(TOTAL LENGTH)
15.34'
R
1
0
'
L
=
1
7
.
2
0
'
R
5
'L
=
7
.
1
1
'
PROP. WATERLOO RD. WIDENING
RE: SHT. P1
PROP. RETAINING WALL
RE: SHT. C5.0
PROP. RETAINING WALL
RE: SHT. C5.0
EXIST. OG&E ESMT.
BK. 5316
PG. 1496-1497
50'
50'
29.74'
5
5.67'
4.33'
4.33'
81' 72'
7
8
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
WATERLOO RD.
1
2
1
5
1
2
1
4
1
2
1
3
1
2
1
2
1
2
1
1
1
2
0
9
1
2
1
0
1
2
0
8
1
2
0
7
1
2
0
6
1
2
0
5
1
2
0
4
1
2
0
3
1
2
0
2
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1190
1189
1188
1187
1186
1
1
8
5
1184
1
1
8
3
1
1
8
4
1
1
8
5
1
1
8
4
1183
1182
1181
1180
1179
1178
1177
1
1
7
6
1175
1
1
7
4
1
1
7
3
3354
25
14
21
1
S89°55'56"W 632.43'
N00°04'04"W
449.98'
N89°55'56"E 627.90'
S00°38'40"E
450.00'
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
WATERLOO RD.
1
2
1
5
1
2
1
4
1
2
1
3
1
2
1
2
1
2
1
1
1
2
0
9
1
2
1
0
1
2
0
8
1
2
0
7
1
2
0
6
1
2
0
5
1
2
0
4
1
2
0
3
1
2
0
2
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1190
1189
1188
1187
1186
1
1
8
5
1184
1
1
8
3
1
1
8
4
1
1
8
5
1
1
8
4
1183
1182
1181
1180
1179
1178
1177
1
1
7
6
1175
1
1
7
4
1
1
7
3
1
2
0
5
1204
1203
1202
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1
1
9
0
1
1
8
9
1
1
8
8
1
1
8
7
1
1
8
6
1
1
8
5
1
1
8
4
1206
1207
1208
1
2
0
9
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
PA
VIN
G P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-P
AV
G
RA
D.d
wg, 1
/2
8/2
02
0 3
:4
2 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=40'
C4.0
WATERLOO & COLTRANE INDUSTRIAL PARK
00 40' 80'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
PROP. WATERLOO RD. WIDENING
RE: SHT. P1
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
GRADING NOTES
1. ALL FILL AREAS SHALL BE COMPACTED TO 95% STANDARD
PROCTOR DENSITY (OR AS DIRECTED IN THE GEOTECHNICAL
REPORT).
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION: DAMAGE TO
ANY UTILITIES OR STRUCTURES DURING EXCAVATION AND
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ONE CALL UTILITY LOCATION NUMBER IS 840-5032
OR 1-800-522-6543.
3. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE
ACCURACY OF ALL MEASUREMENTS PRIOR TO CONSTRUCTION
OF ANY PERMANENT STRUCTURE.
4. ALL SITE GRADING SHALL INCLUDE THE FOLLOWING:
A) TOP SOIL REMOVAL, STOCKPILE AND RE-SPREADING IN
LANDSCAPE AREAS.
B) EXCAVATION AND COMPACTED EMBANKMENT SHALL BE
DONE WITH ±/- 0.1' WITH SUBGRADE TAKE OFFS IN
ACCORDANCE WITH TYPICAL PAVING SECTIONS.
5. CONTRACTOR IS TO INSTALL ALL EROSION CONTROL MEASURES
AS SHOWN ON THE EROSION AND SEDIMENTATION CONTROL
PLAN PRIOR TO CONSTRUCTION. (COST TO BE INCLUDED IN BID
ITEM FOR EROSION CONTROL.)
6. CONTRACTOR TO INSTALL GRAVEL WASH BED TO RUN
EQUIPMENT THROUGH AND SHALL REMOVE ALL EXCESS DEBRIS
FROM TRUCKS BEFORE LEAVING SITE. CLEAN ALL DEBRIS FROM
PUBLIC RIGHT-OF-WAY IMMEDIATELY.
7. ANY REMOVAL OF TREES (AS APPROVED BY OWNER), FENCING
OR DEBRIS WITHIN THE LIMITS OF SITE GRADING SHALL BE
DISPOSED OF BY GRADING CONTRACTOR. (COST TO BE
INCLUDED IN BID ITEM FOR TREE REMOVAL.)
8. CONTRACTOR IS RESPONSIBLE FOR SOIL PREPARATION UNDER
PROPOSED BUILDING FOUNDATION PER GEOTECHNICAL REPORT.
BENCHMARK
Original Bench Mark:
Source: City of Edmond GPS Datum
Horizontal Datum: NAD83
Vertical Datum: NAVD88
Bench Mark: 1235
Northing: 264465.6255
Easting: 2131523.7369
Elevation: 1201.4167
Description: Approximately 30' South of the centerline of Waterloo Rd., 2265' West of the centerline of
Coltrane Rd. and 30.59' West of a power pole.
Object: 3½” Brass Cap Stamped “City of Edmond”
Bench Marks by Johnson & Associates
Set On/Around Site:
Bench Mark # 400
Northing: 264524.93
Easting: 2132047.68
Elevation: 1178.81
Description: Approximately 30' North of the centerline of Waterloo Rd., 1775' West of the centerline of
Coltrane Rd. and 15' West of a power pole
Object: #4 Bar with J&A Control Cap
Bench Mark # 401
Northing: 264536.24
Easting: 2131154.61
Elevation: 1192.98
Description: Approximately 30' North of the centerline of Waterloo Rd., 2650' West of the centerline of
Coltrane Rd. and 15' North of a power pole
Object: #4 Bar with J&A Control Cap
Bench Mark # 402
Northing: 263551.52
Easting: 2131775.69
Elevation: 1193.27
Description: Approximately 940' South of the centerline of Waterloo Rd., 2030' West of the centerline of
Coltrane Rd. and 30' East of a 12” wood post
Object: #4 Bar with J&A Control Cap
Bench Mark # 403
Northing: 263161.28
Easting: 2131763.89
Elevation: 1194.96
Description: Approximately 1330' South of the centerline of Waterloo Rd., 2050' West of the centerline of
Coltrane Rd. and 10' North of a fence at a no trespassing sign.
Object: #4 Bar with J&A Control Cap
TACK COAT
3" TYPE "A" ASPHALT
6" STABILIZED SOIL BASE
2" TYPE "B" ASPHALT
ASPH. CONCRETE PAVING SECTION
SCALE: N.T.S.
* SEE GEOTECHNICAL REPORT FOR
STABILIZATION RECOMMENDATIONS
6" CONCRETE (3500 PSI)
P.C. CONCRETE PAVING SECTION
SCALE: N.T.S.
* SEE GEOTECHNICAL REPORT FOR
STABILIZATION RECOMMENDATIONS
REINFORCED P.C. CONCRETE PAVING SECTION
SCALE: N.T.S.
* SEE GEOTECHNICAL REPORT FOR
STABILIZATION RECOMMENDATIONS
7" CONCRETE (3500 PSI)
w/ #4 BARS @ 8" c/c EACH WAY
6" STABILIZED SOIL BASE 6" STABILIZED SOIL BASE
LEGEND
PROPOSED ASPHALT PAVING
PROPOSED SIDEWALK
PROPOSED CONCRETE PAVING
50'
R/W
33' S
TA
T.
R/W
PROPOSED REINFORCED CONCRETE PAVING
H
IW
A
S
S
E
E
8
0
, L
L
C
H
IW
A
S
S
E
E
8
0
, L
L
C
O
R
A
N
G
E
D
O
L
L
A
R
, L
L
C
PROP.
DETENTION
POND
1188
1187
1186
1
1
8
5
1184
1
1
8
3
1
1
8
4
1
1
8
5
1
1
8
4
1183
1182
1181
1180
1179
1178
1177
1
1
7
6
1175
1
1
7
4
1
1
7
3
21
21
N00°04'0
4"W
449
.98'
PROP.
BLDG.
PROP.
BLDG.
H
IW
A
S
S
E
E
8
0
, L
L
C
1188
1187
1186
1
1
8
5
1184
1
1
8
3
1
1
8
4
1
1
8
5
1
1
8
4
1183
1182
1181
1180
1179
1178
1177
1
1
7
6
1175
1
1
7
4
1
1
7
3
TW=1175.00
EL=1175.00
TW=1182.10
TP=1181.60
EL=1174.75
TW=1182.00
TP=1181.50
EL=1172.65
TW=1181.50
TP=1181.00
EL=1175.50
TW=1181.50
TP=1181.00
EL=1175.80
TW=1182.00
TP=1181.50
EL=1175.70
TW=1182.20
TP=1181.70
EL=1176.00
TW=1182.60
TP=1182.10
EL=1178.00
TW=1183.13
TP=1182.63
EL=1180.00
TC=1182.52
TP=1182.02
TC=1182.21
TP=1181.71
TC=1182.01
TP=1181.51
TC=1182.73
TP=1182.23
TC=1183.10
TP=1182.60
TC=1183.30
TP=1182.80
TC=1183.50
TP=1183.00
TC=1183.17
TP=1182.67
TC=1185.35
TP=1184.85
TC=1185.05
TP=1184.55
TC=1184.95
TP=1184.45
TC=1184.65
TP=1184.15
TC=1185.15
TP=1184.65
TC=1185.35
TP=1184.85
TC=1185.50
TP=1185.00
TC=1185.06
TP=1184.56
TC=1185.15
TP=1184.65
TC=1185.20
TP=1184.70
TC=1185.30
TP=1184.80
TC=1184.56
TP=1184.06
TC=1184.73
TP=1184.23
TC=1180.56
TP=1180.06
TC=1184.53
TP=1184.03
TC=1184.87
TP=1184.37
FF=1183.00
FF=1185.00
TC=1182.87
TP=1182.37
TC=1183.02
TP=1182.52
1
1
8
5
1182
1
1
8
3
1
1
8
4
1
1
8
6
1
1
8
4
1
1
8
3
1
1
8
2
1181
1180
1179
1178
1177
1176
1175
11741
173
1172
FL=1184.80FL=1184.60FL=1182.80
TP=1181.44 TP=1181.64 TP=1181.84TP=1182.76 TP=1183.20
TP=1183.65
TP=1182.42 TP=1183.33TP=1184.52
TP=1184.48
EL=1184.80
EL=1184.80
TW=1184.50
TP=1184.00
EL=1183.50
TW=1184.15
TP=1183.65
EL=1182.00
1
1
8
6
1
1
8
5
1
1
8
4
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
GR
AD
IN
G P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-P
AV
G
RA
D.d
wg, 1
/2
8/2
02
0 3
:4
2 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
C4.1
WATERLOO & COLTRANE INDUSTRIAL PARK
00 20' 40'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
MA
TC
H L
IN
E
(S
EE
S
HE
ET
C
4.2)
LEGEND
PROPOSED TOP OF CURB ELEVATION
PROPOSED TOP OF PAVEMENT ELEVATION
PROPOSED FLOW LINE ELEVATION
PROPOSED ELEVATION
PROPOSED FLOW LINE
PROPOSED RIDGE LINE
DIRECTIONAL FLOW ARROW
PROPOSED CONTOUR
EXISTING CONTOUR
TC=1200.00
TP=1200.00
FL=1200.00
EL=1200.00
1200
1200
PROP. WATERLOO RD. WIDENING
RE: SHT. P1WATERLOO RD.
EDGE OF
PAVEMENT
50'
R/W
33' S
TA
T.
R/W
PROP. RETAINING WALL
RE: SHT. C5.0
PROP. RETAINING WALL
RE: SHT. C5.0
PROP.
DETENTION
POND
H
IW
A
S
S
E
E
8
0
, L
L
C
WATERLOO RD.
1
2
0
6
1
2
0
5
1
2
0
4
1
2
0
3
1
2
0
2
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1190
1189
1188
1187
1186
33
54
54
1
N89°55'56"E 627.90'
S00°38'40"E
450.00'
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
WATERLOO RD.
1
2
0
6
1
2
0
5
1
2
0
4
1
2
0
3
1
2
0
2
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1190
1189
1188
1187
1186
TW=1189.00
TP=1187.76
TW=1191.00
TP=1188.75
TW=1193.75
TP=1189.75
TW=1199.00
TP=1191.15
TW=1192.00
TP=1191.00
TW=1198.80
TP=1190.80
TW=1196.00
TP=1190.00
TW=1197.00
TP=1190.40
TW=1195.00
TP=1189.55
TW=1198.00
TP=1190.70
TC=1185.82
TP=1185.32
TC=1185.30
TP=1184.80
TC=1185.01
TP=1184.51
TC=1185.27
TP=1184.77
TC=1184.49
TP=1183.99
TC=1184.73
TP=1184.23
TC=1184.69
TP=1184.19
TC=1184.88
TP=1184.38
TC=1185.15
TP=1184.65
TC=1186.44
TP=1185.94
TC=1186.90
TP=1186.40
TC=1187.30
TP=1186.80
TC=1186.67
TP=1186.17
TC=1188.23
TP=1187.73
TC=1188.85
TP=1188.35
TC=1186.88
TP=1186.38
TC=1188.66
TP=1188.16
TC=1190.02
TP=1189.52
TC=1189.68
TP=1189.18
TC=1190.67
TP=1190.17
TC=1190.51
TP=1190.01
TC=1190.08
TP=1189.58
TC=1189.94
TP=1189.44
TC=1188.85
TP=1188.35
TC=1188.90
TP=1188.40
TC=1188.75
TP=1188.25
TC=1188.85
TP=1188.35
TC=1188.65
TP=1188.15
TC=1188.69
TP=1188.19
TC=1190.46
TP=1189.96
TC=1189.60
TP=1189.10
TC=1190.90
TP=1190.40
TC=1191.30
TP=1190.80
TC=1189.30
TP=1188.80
TC=1188.50
TP=1188.00
TC=1190.65
TP=1190.15
TC=1190.85
TP=1190.35
FF=1191.00
FF=1189.00
FF=1187.00
TC=1188.18
TP=1187.68
TC=1188.85
TP=1188.35
TC=1186.61
TP=1186.11
TC=1186.41
TP=1185.91
TC=1186.68
TP=1186.18
1190
1195
1200
1205
1191
1
1
9
2
1
1
9
3
1194
1196
1197
1198
1199
1201
1202
1203
1204
1206
1207
1
1
8
5
1
1
8
6
1
1
8
7
1
1
8
8
1
1
8
9
1185
1190
1195
1184
1186
1
1
8
7
1188
1
1
8
9
1191
1192
1193
1194
1196
1
1
8
4
1
1
8
3
FL=1190.60FL=1189.85FL=1188.80FL=1188.60FL=1186.80FL=1186.60
TW=1193.31
TP=1189.75
TC=1186.85
TP=1186.35
TC=1187.25
TP=1186.75
TC=1188.05
TP=1187.55
TP=1186.35TP=1185.68
TP=1185.11 TP=1186.78 TP=1186.99 TP=1187.20 TP=1187.48TP=1188.55
TP=1188.95
TW=1192.24
TP=1188.75
TC=1187.97
TP=1187.47
TC=1187.76
TP=1187.26
TC=1187.55
TP=1187.05
TP=1187.73
TP=1189.68
EL=1188.80EL=1190.80
EL=1188.80
EL=1186.80
1
2
0
5
1204
1203
1202
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1
1
9
0
1
1
8
9
1
1
8
8
1
1
8
7
1
1
8
6
1
1
8
5
1
1
8
4
1206
1207
1208
1
2
0
9
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
GR
AD
IN
G P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-P
AV
G
RA
D.d
wg, 1
/2
8/2
02
0 3
:4
2 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
C4.2
WATERLOO & COLTRANE INDUSTRIAL PARK
00 20' 40'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
MA
TC
H L
IN
E
(S
EE
S
HE
ET
C
3.0)
LEGEND
PROPOSED TOP OF CURB ELEVATION
PROPOSED TOP OF PAVEMENT ELEVATION
PROPOSED FLOW LINE ELEVATION
PROPOSED ELEVATION
PROPOSED FLOW LINE
PROPOSED RIDGE LINE
DIRECTIONAL FLOW ARROW
PROPOSED CONTOUR
EXISTING CONTOUR
TC=1200.00
TP=1200.00
FL=1200.00
EL=1200.00
1200
1200
PROP. WATERLOO RD. WIDENING
RE: SHT. P1
EDGE OF
PAVEMENT
PROP. RETAINING WALL
RE: SHT. C5.0
33' S
TA
T.
R/W
50'
R/W
PROP. RETAINING WALL
RE: SHT. C5.0
O
R
A
N
G
E
D
O
L
L
A
R
, L
L
C
11
1
3
0
.
0
0
'
1
4
0
.
0
0
'
N
0
0
°
0
4
'
0
4
"
W
4
4
9
.
9
8
'
P
R
O
P
.
B
L
D
G
.
P
R
O
P
.
B
L
D
G
.
TW=1175.00
EL=1175.00
TW=1182.10
TP=1181.60
EL=1174.75
TW=1182.00
TP=1181.50
EL=1172.65
TW=1181.50
TP=1181.00
EL=1175.50
TW=1181.50
TP=1181.00
EL=1175.80
TW=1182.00
TP=1181.50
EL=1175.70
TW=1182.20
TP=1181.70
EL=1176.00
TW=1182.60
TP=1182.10
EL=1178.00
TW=1183.13
TP=1182.63
EL=1180.00
TW=1184.50
TP=1184.00
EL=1183.50
TW=1184.15
TP=1183.65
EL=1182.00
1
1
8
0
1
1
7
8
1
1
7
9
1
1
8
1
1
1
8
2
1
1
8
3
1
1
8
4
1
1
7
5
1
1
7
4
1
1
7
6
1
1
7
2
1
1
7
3
1
1
7
5
1
1
7
5
1
1
7
2
1
1
7
3
1
1
7
4
1
1
7
5
1173
1
1
7
4
1
1
8
0
1
1
7
6
1
1
7
7
1
1
7
8
1
1
7
9
1
1
8
1
1
1
8
2
1182
TW=1182.00
TP=1181.50
EL=1172.65
TW=1182.60
TP=1182.63
EL=1180.00
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
RE
TA
IN
IN
G W
ALL P
LA
N &
P
RO
FILE
LIN
E 'A
'
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-R
ET
.d
wg
, 1
/2
8/2
02
0 3
:0
7 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
C5.0
WATERLOO & COLTRANE INDUSTRIAL PARK
00 20' 40'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
PROP. ELEV.
WEST OF WALL
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
LEGEND
PROPOSED TOP OF WALL ELEVATION
PROPOSED TOP OF PAVEMENT ELEVATION
PROPOSED GROUND ELEVATION
TW=1200.00
TP=1200.00
EL=1200.00
PROPOSED TOP OF FOOTING ELEVATION
TF=1200.00
SCALE: HORZ. 1"= 20'
VERT. 1"= 4'
SECTION A-A
FACE OF WALL-NORTH & WEST ELEVATION
SECTION A-A
SCALE: N.T.S.
TP
TW
TF
EL
EXIST. DET.
POND
SECTION B-B
SCALE: N.T.S.
TP
TW
TF
EL
VA
RIE
S
3
:
1
M
A
X
WATERLOO RD.
DITCH
B
B
C
C
A
A
PROPOSED CONTOUR1200
SOUTH END
OF WALL
SOUTH END
OF WALL
EAST END
OF WALL
EAST END
OF WALL
36' 63' 9' 58.5' 58.5' 13' 7.07' 52' 30' 30' 110' 21.92'
CONST. 488.99 LF TYPE IIIB RETAINING WALL
EL=1174.75
TW=1175.00
EL=1175.00
EL=1175.50
EL=1175.70
EL=1175.80
EL=1172.65
EL=1172.65
EL=1176.00
EL=1178.00
EL=1180.00
EL=1180.00
EL=1182.00
EL=1183.50
TP=1184.00
TW=1184.50
PROP. ELEV.
NORTH OF WALL
PROP. TOP OF PAVEMENT
SOUTH OF WALL
PROP. TOP OF PAVEMENT
EAST OF WALL
PROP. TOP OF WALL
EL=1183.65
EL=1182.63 EL=1182.63
EL=1182.10
EL=1181.50
EL=1181.50
EL=1181.70
EL=1181.00
EL=1181.50
EL=1181.00
EL=1181.60
TW=1184.15
TW=1183.13 TW=1183.13
TW=1182.60
TW=1182.20
TW=1182.00
TW=1182.00
TW=1182.10
TW=1181.50
TW=1182.00
TW=1181.50
55
N00°04'04"W
449.98'
S00°38'40"E 450.00'
PR
OP
.
BL
DG
.
TW=1189.00
TP=1187.76
TW=1191.00
TP=1188.75
TW=1193.75
TP=1189.75TW=1199.00
TP=1191.15
TW=1192.00
TP=1191.00
TW=1198.80
TP=1190.80
TW=1196.00
TP=1190.00
TW=1197.00
TP=1190.40
TW=1195.00
TP=1189.55
TW=1198.00
TP=1190.70
1190
1
1
9
5
1189
1
1
9
1
1
1
9
2
1
1
9
3
1
1
9
4
1
1
9
6
1
2
0
0
1
1
9
6
1
1
9
7
1
1
9
8
1
1
9
9
1
2
0
1
1
2
0
2
1
2
0
3
1
1
9
5
1205
1204
1206
1207
1208
1195
1200
1205
1193
1194
1196
1197
1198
1199
1201
1202
1203
1204
1
2
0
6
1
2
0
7
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
RE
TA
IN
IN
G W
ALL P
LA
N &
P
RO
FILE
LIN
E 'B
'
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-R
ET
.d
wg
, 1
/2
8/2
02
0 3
:0
7 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
C5.1
WATERLOO & COLTRANE INDUSTRIAL PARK
00 20' 40'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
PROP. TOP OF WALL
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
SECTION B-B
SCALE: N.T.S.
EL
TW
TF
TP
WATERLOO DITCH
3
:1
M
A
X
LEGEND
PROPOSED TOP OF WALL ELEVATION
PROPOSED TOP OF PAVEMENT ELEVATION
PROPOSED GROUND ELEVATION
TW=1200.00
TP=1200.00
EL=1200.00
PROPOSED TOP OF FOOTING ELEVATION
TF=1200.00
SCALE: HORZ. 1"= 20'
VERT. 1"= 4'
SECTION A-A
FACE OF WALL-NORTH & EAST ELEVATION
A
PROPOSED CONTOUR1200
SOUTH END
OF WALL
A
TP=1187.76
TP=1188.75
TP=1189.75
TP=1189.55
TP=1190.00
TP=1190.40
TP=1190.70
TP=1190.80
TP=1191.15
TP=1191.00
TW=1192.00
TW=1199.00
TW=1198.80
TW=1198.00
TW=1197.00
TW=1196.00
TW=1195.00
TW=1193.75
TW=1191.00
TW=1189.00
15.34' 110.03' 30' 39.99' 17.99' 24' 17.98' 69.6' 57.56'
CONST. 127.16 LF TYPE IIIB RETAINING WALLCONST. 255.33 LF TYPE IIIC RETAINING WALL
PROP. TOP OF PAVEMENT
B
B
SOUTH END
OF WALL
WEST END
OF WALL
WEST END
OF WALL
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
RE
TA
IN
IN
G W
ALL D
ET
AILS
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-R
ET
.d
wg
, 1
/2
8/2
02
0 3
:0
7 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=
C5.2
WATERLOO & COLTRANE INDUSTRIAL PARK
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
WEEP HOLE & CONSTRUCTION JOINT DETAIL
SCALE: N.T.S.
INSTALL 1/4" GALV. WIRE MESH
TIE OVER END
SUBGRADE
COMPACTED TO 90%
2" x 1'-0" PVC PIPE OR EQUAL
CONST. AT 10' c/c EACH SIDE
1.5 CUBIC FEET CRUSHED ROCK
MIN. SIZE 1/2"
NEOPRENE RUBBER WATER STOP
SCALE: N.T.S.
3/4" I.D. & 1-1/8" O.D.
CENTER BULB TYPE
NEOPRENE RUBBER WATER STOP
6"
5/8" DIA.
NOTE: NEOPRENE RUBBER WATER STOP SHALL BE
INSTALLED FULL HEIGHT OF WALL IN ALL VERTICAL
EXPANSION JOINTS. ALL COSTS INCLUDING PREMOULDED
EXPANSION MATERIAL SHALL BE INCLUDED IN THE UNIT
PRICE BID FOR RETAINING WALL.
EXPANSION & CONSTRUCTION JOINT
SCALE: N.T.S.
PLACE JOINTS @ 30' INTERVALS "MAXIMUM"
3/4" CHAMFER ON EDGES
ALL JOINTS
3/4" PREMOULDED
EXPANSION MATERIAL
NEOPRENE WATER STOP
CENTER OF
VERTICAL WALL
BACK FACE
3/4"
6"
TRUCK
LOAD
CONC. C.Y.
PER LF.
REINF STEEL
LBS. PER L.F.
# REQ'D
L
DE
SIG
N
NU
MB
ER
2' - 0"2' - 0"2
H
C BAR V3 BARV2 BARV1 BAR
SIZE SPC.
F BAR QUANTITIES
SIZE SPC. SIZE SPC. SIZE SPC.
2' - 5"3' - 0"3
3' - 1"4' - 0"4
3' - 9"5' - 0"5
4' - 4"6' - 0"6
4' - 11"7' - 0"7
8' - 0"8 5' - 7"
1/2" O @ 12"
6/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"
8/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"
9/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"/
5/8" O @ 12"
14/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"/
1/2" O @ 12"/
1/2" O @ 12"/
7/8" O @ 12"
17/1/2" O @ 18"
/1/2" O @ 12"
/
5/8" O @ 12"/
7/8" O @ 12"/
14
11
-------
-------
-------
-------
8.28 0.099
11.10 0.134
13.47 0.175
16.51 0.216
24.48 0.255
30.52 0.294
46.35 0.335
L/3
1 1/2"
1 1/2"
V1 LENGTH = H - 2"
H8"
8"
L
1 1/2"
1 1/2"
V2 LENGTH = H + L/3 + 9"
V3 LENGTH = H + L/3 - 3'-3 "
F LENGTH = L - 3"
1/2" O @ 12"/
1/2" O @ 18"/
1/2" O @ 18"/
TYPE III B
RETAINING WALL
SCALE: N.T.S.
CONC. C.Y.
PER LF.
REINF STEEL
LBS. PER L.F.
# REQ'D
L
DE
SIG
N
NU
MB
ER
2' - 0"2' - 0"2
H
C BAR V3 BARV2 BARV1 BAR
SIZE SPC.
F BAR QUANTITIES
SIZE SPC. SIZE SPC. SIZE SPC.
2' - 0"3' - 0"3
2' - 7"4' - 0"4
3' - 2"5' - 0"5
3' - 9"6' - 0"6
4' - 5"7' - 0"7
8' - 0"8 5' - 0"
1/2" O @ 12"
6/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"
8/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"
9/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"/
5/8" O @ 12"
13/1/2" O @ 18"
/1/2" O @ 12"
/
1/2" O @ 12"/
1/2" O @ 12"/
3/4" O @ 12"
16
/
1/2" O @ 18"/
1/2" O @ 12"/
5/8" O @ 12"/
7/8" O @ 12"/
14
11
-------
-------
-------
-------
8.28 0.105
11.95 0.164
13.56 0.198
19.16 0.244
25.64 0.298
36.83 0.335
54.97 0.380
L/3
1 1/2"
1 1/2"
V1 LENGTH = H - 2"
H8"
8"
L
1 1/2"
1 1/2"
V2 LENGTH = H + L/3 + 9"
V3 LENGTH = H + L/3 - 3'-3 "
F LENGTH = L - 3"
2
:
1
1/2" O @ 12"/
1" O @ 12"/
1/2" O @ 18"/
1/2" O @ 18"/
TYPE III C
RETAINING WALL
SCALE: N.T.S.
WATERLOO RD.
335
42
5
1
421
1
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
WATERLOO RD.
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
UT
ILIT
Y P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-U
TIL
.d
wg, 1
/2
8/2
02
0 3
:0
8 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=30'
C6.0
WATERLOO & COLTRANE INDUSTRIAL PARK
00 30' 60'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
GENERAL NOTES - UTILITIES
1. ALL UTILITY WORK SHALL COMPLY WITH CITY OF OKLAHOMA CITY
STANDARD SPECIFICATIONS AND BUILDING INSPECTIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION: DAMAGE TO
ANY UTILITIES OR STRUCTURAL DURING EXCAVATION AND
CONSTRUCTION OF NEW UTILITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. ONE CALL UTILITY LOCATE IS 840-5032
OR 1-800-522-6543.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY
COMPANIES FOR NEW SERVICE CONNECTION.
4. TRENCHING SHALL BE BACKFILLED WITH SAND UNDER ALL PAVED
AREAS AND COMPACTED BY WATER-JETTING.
5. GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITY WORK
FOR THIS SITE.
6. CONTRACTOR SHALL COORDINATE SIZE AND EXACT ENTRANCE
LOCATION OF ALL UTILITY SERVICE WITH ELECTRICAL AND
MECHANICAL PLANS.
LEGEND
PROPOSED SAN. SEWER SERVICE LINE
PROPOSED PUBLIC WATER LINE
50'
R/W
33' S
TA
T.
R/W
PROP. 6" WATER LINE
(BY LOGAN COUNTY)
PROP. 1" SSS (DOMESTIC)
N=264461.47
E=2132745.58
PROP. 1" SSS (DOMESTIC)
N=264461.47
E=2132745.58
PROP. 1" SSS (DOMESTIC)
N=264461.75
E=2132975.58
PROP. 1" SSS (DOMESTIC)
N=264461.75
E=2132978.58
PROP. 1" SSS (DOMESTIC)
N=264462.00
E=2133194.08
PROP. 3/4" SSS (IRRIGATION)
N=264462.01
E=2133197.08
PROP. 4" SAN.
SEWER SERVICE LINE
CONNECT TO SEPTIC
FIELD (DESIGN
BY OTHERS)
PROP. 4" SAN.
SEWER SERVICE LINE
CONNECT TO SEPTIC
FIELD (DESIGN
BY OTHERS)
PROP. 4" SAN.
SEWER SERVICE LINE
CONNECT TO SEPTIC
FIELD (DESIGN
BY OTHERS)
PROP. DRIVEWAY
CULVERT
T.B.D.
POWER POLE TO BE
RELOCATED OUTSIDE
OF DITCH
POWER POLE TO BE
RELOCATED OUTSIDE
OF DITCH
POWER POLE TO BE
RELOCATED OUTSIDE
OF DITCH
POWER POLE TO BE
RELOCATED OUTSIDE
OF DITCH
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-D
ET
AIL
S.d
wg
, 1
/2
8/2
02
0 3
:0
9 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
N.T.S.
C7.0
WATERLOO & COLTRANE INDUSTRIAL PARK
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
DE
TA
ILS
7'-0"
INSTALLATION PLAN
END VIEWS
PLAN
ELEVATION
1
PRECAST CONCRETE WHEEL STOP DETAILS
SCALE: N.T.S.
3'-0" TO EDGE OF
PARKING STALL
℄ PARKING STALL
WHEEL STOP
PAINTED STRIPES IF SHOWN
ON THE DRAWINGS OR REQ'D
BY THE SPECIFICATIONS
SECTION
1/2" STD PIPE OR 3/4" REINF.
ROD SHALL BE PLACED PRIOR TO
SURFACING OR IN A HOLE DRILLED
IN THE FINISHED SURFACE WITH A
TIGHT FIT OBTAINED BY AN
APPROVED METHOD, OR DRIVEN INTO
THE SURFACING.
3/8" TOOLED EDGE (TYP.)
6"
3"
12"
4 1/2"
7 1/2"
2'-7 1/2"
6 1/2"
GROUT HOLE FULL
HOLE FOR 1/2" STD. PIPE OR
3/4" DIA. REINF. ROD
(OPTIONAL 1"x3" HOLE)
1'-0"
1
1
2'-0" (MIN.)
1'-0"
2'-0" (MIN.)
1'-0"
DRAINAGE OPENING
7 1/2"
6 1/2"
1/2" MAX.
CLEARANCE
2-#3 2-#3
A
NOTES:
A
DETAIL FOR SIDEWALK
SCALE: N.T.S.
SECTION A-A
PLAN
2" SAND
4" P.C. CONCRETE
5' MIN.
WIDTH
BACK OF
CURB
4" P.C.
CONCRETE
SAME AS
WIDTH TO
7'-0"
1. 1/2"x4" PREMOLDED EXPANSION MATERIAL AROUND POWER
POLES OR OTHER STRUCTURES IN WALK WITH AT LEAST 36" OF
CLEAR TRAVEL SPACE.
2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USE 1/2"x4"
PREMOLDED EXPANSION MATERIAL.
3. CONTRACTION JOINTS MAXIMUM DISTANCE = 7', SAW CUT 1 1/2"
DEEP & FILL WITH SEALANT.
4. SAW CUT JOINTS WITHIN 24 HOURS.
5. USE 1/2"x4" PREMOLDED EXPANSION JOINT AT CURB AND AT
BUILDINGS.
6. ALL JOINTS TO BE SEALED. PREMOLDED EXPANSION MATERIAL
TO BE REMOVED TO A DEPTH OF 1/2" PRIOR TO APPLYSING
SEALANT.
SEE JOINT
NOTES BELOW
Sidewalk Notes:
1. All work must meet current Americans with Disabilities Act (ADA)
requirements.
2. Minimum sidewalk width shall be as follows: residential, 5'-0" at curb,
4'-0" at property line; commercial, 6'-0" at curb, 5'-0" at property line.
3. Sidewalk cross slope shall be a maximum of 2% and a minimum of
1/2% cross slope.
4. Whenever the width of the sidewalk is less than 5'-0", a 5' x 5' passing
area with a maximum 2% slope and minimum 1/2% slope in any
direction at intervals of 200' shall be installed.
5. Whenever changing direction in a sidewalk, install a 5' x 5' passing
area with maximum 2% slope and minimum 1/2% slope in any
direction.
6. Objects such as tree branches, signs, water fountains, etc. shall not
protrude into the sidewalk more than 4" at the heights between 27"
and 80".
7. Sidewalk shall be constructed of 4" thick concrete on top of 2" of 1 1/2"
crusher run, 3/8" rock screenings, 1 1/2" clean recycled concrete or
approved equal.
8. All obstructions into the walk, such as power poles, hydrants, sign
posts, etc. must have at least 48" of clear travel space around the
obstruction.
9. Sidewalk running grade shall not exceed 5% unless the sidewalk is
contained in the R-O-W and then cannot exceed the general grade
established for the adjacent street.
General Notes:
10. The non-alternate curb-ramp layout shall be used whenever possible.
Any deviation from the standard curb-ramp plans shall be approved by
the City Engineer or his designee on a case by case basis.
11. The standard curb-ramp drawings supersede all previous drawings
and shall be a part of the new curb ramp standard drawings.
12. All alternate ramps shall be approved by the City Engineer or his
designee prior to construction.
13. Seal all joints on sidewalks, landings and ramps. Width of expansion
joint shall be 1/2"
Curb Ramp Notes:
14. A curb ramp is defined as the entire concrete surface which includes
the ramp and flared sides. The minimum 4' wide center portion,
including the Detectable Warning Surface, shall have a sloped plane
of 8.33% (1:12) maximum, and cross slope, not to exceed 2%. The
"flared side" of the ramp shall lie on a slope of 10% (1:10) maximum
measured along the curb. The curb ramp shall have a surface
tolerance of 1/4" per 10 foot straight edge maximum.
15. The ramp center line and path of travel should be parallel to the
sidewalk whenever possible. The full width of the ramp shall lie within
the crosswalk area. It is desirable that the location of the ramp be as
close as possible to the center of the crosswalk.
16. Curb Ramps shall not exceed 15' in length.
17. Existing utility boxes and covers shall be adjusted flush with the curb
ramp surface and shall not straddle any change in plane or material.
Existing utility box frames and covers shall have matching surface
finish on the entire frame and cover. New utility boxes shall not be
placed within the accessible pathway.
18. The surface of the curb ramp and Detectable Warning Surface
material shall be stable, firm and slip resistant. The concrete curb
ramp surface shall be broom finished transverse to the axis of the
ramp and shall be slightly rougher than the finish of the adjacent
sidewalk surface.
19. A level landing 5'-0" deep, with a 2% maximum slope in each direction
shall be provided at the upper end of each curb ramp to allow safe
egress from the ramp surfaces. The width of the level landing shall be
at least as wide as the width of the ramp. A level landing of a minimum
of 30" wide x48" deep shall be provided at pedestrian push buttons at
signalized crossings.
20. Existing vertical utility poles or street light poles may be incorporated
into the flared sides, if necessary. The vertical obstruction shall be a
minimum of 6"away from edge of the ramp. Pedestrian crosswalks
push button poles, fire department call boxes and other poles with
activated devices, may not be placed in the curb-ramp at any time. No
new vertical obstructions may be located in the curb ramp or the
accessible pathway.
21. Ramp opening shall be the same width as the sidewalk up to 6'-0"
wide.
22. Curb Ramp shall be constructed with 8" thick concrete at collector and
arterial streets; and with 6" thick concrete at residential streets. All on
top of 2" of 1 1/2"crusher run, 3/8" rock screenings, 1 1/2" recycled
concrete or approved equal. The 8" or 6" thick concrete will extend a
maximum of 8'-8" (maximum) behind the face of curb. The remainder
of the ramp will be constructed of 4" thick concrete and paid as
sidewalk. All landings and incidental connections will be paid as
sidewalk and will be constructed of 4" thick concrete.
23. For new construction all Detectable Warning Surfaces are to be set in
concrete. Surface applied domes require special written approval by
the City Engineer or his designee.
2
2
"
10"
8"
22"
HANDICAP PAVEMENT MARKING DETAIL
SCALE: N.T.S.
3'-10"
16"
8"
2
"
R
1
6
"
3'-9"
1
0
"
8
"
D
I
A
.
VAN ACCESSIBLE
RESERVED
PARKING
1'-0" X 1'-6" X 0.080" ALUMINUM
HANDICAPPED PARKING SIGN.
SIGN TO READ "RESERVED
PARKING" WITH IDENTIFICATION
SYMBOL AND "VAN ACCESSIBLE"
WHERE APPLICABLE. BOLT TO
STEEL TUBE WITH 1/2 " CADMIUM
PLATED BOLTS, NUTS, AND
WASHERS.
2" X 2" X .188" STEEL TUBE
EXTEND INTO CONCRETE
1'-6" DIAMETER
CONCRETE BASE
1'-6"
2"
3'-6" (M
IN
.)
7'-0"
1'-6"
HANDICAP PARKING SIGN
SCALE: N.T.S.
NOTE: MAXIMUM SPACING OF 1/2" EXPANSION JOINTS
TO BE 100' C/C WITH CONTRACTION JOINTS 15'-20'
APART TO MATCH DRIVEWAY RETURNS.
(EXPANSION JOINT SPACING, NOT APPLICABLE TO
SLIP FORMED CURB & GUTTER.)
32"
6" 6"
VARIES6"24"
2-#6 x 24" SMOOTH DOWEL BARS
ACROSS ALL EXPANSION AND
CONTRACTION JOINTS. COAT ALL
BARS WITH ASPHALT OR GREASE.
(SEE EXPLANATION JOINT DETAIL)
(NOT APPLICABLE TO CONTRACTION
JOINTS IN SLIP FORMED CURB & GUTTER.)
3"
6"
6"
1/4
"/F
T
SLO
PE
UPPER LIMIT OF PREMOULDED
EXPANSION JOINT MATERIAL.
FILL TO SURFACE WITH
SILICONE SEALANT
SLOPE TO CONFORM
TO CROWN OF PAVING
1"
6" BARRIER CURB & GUTTER DETAIL
SCALE: N.T.S.
2"
1/2" RADIUS
CHAMFER
3:1 MAX
SLOPE
SIDEWALKSIDEWALK
NOTE: THIS IS A GENERAL DETAIL.
THE NUMBER OF HANDICAP SPACES
VARIES AT EACH LOCATION & SHALL
BE CONSTRUCTED TO FOLLOW THE
ABOVE DETAIL
11'5'11'
18'
WHITE PAINT
PROP. WHEEL STOPS
SHALL BE INSTALLED IN
FRONT OF ALL HANDICAP
SPACES AS SHOWN
PROP. 6" CURB
6' TRANSITION FROM
0" CURB TO 6" CURB
PROP. HANDICAP SIGN
(TYP.) TO BE INSTALLED
TO MEET ADA STANDARDS
6' TRANSITION FROM
6" CURB TO 0" CURB
PROP. 6" CURB
CURB (IF REQ'D)
2% MAX.
12:112:1
H.C. PARKING w/ SIDEWALK RAMP DETAILS
SCALE: 1"=10'
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
WATERLOO RD.
1
2
1
2
1
2
1
1
1
2
0
9
1
2
1
0
1
2
0
8
1
2
0
7
1
2
0
6
1
2
0
5
1
2
0
4
1
2
0
3
1
2
0
2
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1190
1189
1188
1187
1186
1
1
8
5
1184
1
1
8
3
1
1
8
4
1
1
8
5
1
1
8
4
1183
1182
1181
1180
1179
1178
1177
1176
1
1
7
5
1
1
7
4
335
42
5
1
421
N0
0°0
4'0
4"W
44
9.9
8'
132.43'140.00'
90.00'140.00'130.00'
130.00'140.00' 90.00'
140.00' 127.90'
N0
0°0
4'0
4"W
44
9.9
8'
N0
0°0
4'0
4"W
44
9.9
8'
N0
0°0
4'0
4"W
44
9.9
8'
1
S89°55'56"W 632.43'
N0
0°0
4'0
4"W
4
49
.9
8'
N89°55'56"E 627.90'
S00°38'40"E
450.00'
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
PROP.
BLDG.
WATERLOO RD.
1
2
1
2
1
2
1
1
1
2
0
9
1
2
1
0
1
2
0
8
1
2
0
7
1
2
0
6
1
2
0
5
1
2
0
4
1
2
0
3
1
2
0
2
1
2
0
1
1
2
0
0
1
1
9
9
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1190
1189
1188
1187
1186
1
1
8
5
1184
1
1
8
3
1
1
8
4
1
1
8
5
1
1
8
4
1183
1182
1181
1180
1179
1178
1177
1176
1
1
7
5
1
1
7
4
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
ER
OS
IO
N C
ON
TR
OL P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-E
C.d
wg, 1
/2
8/2
02
0 3
:3
3 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=30'
EC1
WATERLOO & COLTRANE INDUSTRIAL PARK
00 30' 60'
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
QUANTITIES
NO ITEM UNITQTY
GRADING CONTRACTOR
1. CONSTRUCTION ENTRANCE EA
2. SILT FENCE LF
PAVING CONTRACTOR
1. ROCK BAG FLUME / CURB INLET BARRIER EA
2.
18" WIDE SOLID SLAB SOD (BEHIND CURB &
FLUMES)
SY
3. SEED ALL DISTURBED AREAS LS 1
4. CONCRETE WASHOUT EA 1
EROSION CONTROL - GENERAL NOTES
1. INSTALL PERIMETER EROSION CONTROL DEVICES PRIOR TO REMOVING
TOPSOIL OR BEGINNING GRADING ACTIVITIES.
2. INSTALL STABILIZED CONSTRUCTION ENTRANCE IN AN AREA DRAINING
INTO THE POLLUTION CONTROL SYSTEM.
3. CONSTRUCT ROCK BAG DITCH CHECKS AS SHOWN ON THE APPROVED
PLANS AND AS NECESSARY TO PREVENT EROSION DAMAGE PRIOR TO
PAVING.
4. AFTER ALL PRECIPITATION OF 0.5 INCHES OR GREATER, EROSION
CONTROL FACILITIES SHALL BE INSPECTED AND MAINTAINED AS
NECESSARY. COMPLETED INSPECTION FORMS SHALL BE KEPT ON SITE AND
MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.
5. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT
LEAST ONCE EVERY 7 DAYS. COMPLETED INSPECTION FORMS SHALL BE
KEPT ON SITE AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
REPLACEMENT OF ALL EROSION CONTROL DEVICES DAMAGED DUE TO
CONSTRUCTION.
7. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL
TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST.
8. MAINTAIN ALL FACILITIES UNTIL ALL PAVEMENT AND/OR GROUND COVER IS
ESTABLISHED. ANY DISTURBED AREA WHICH WILL NOT SEE CONSTRUCTION
ACTIVITY FOR 14 DAYS OR MORE SHALL BE TEMPORARILY OR
PERMANENTLY STABILIZED WITHIN 14 DAYS OF THE LAST DISTURBANCE.
9. A PERSON IN RESPONSIBLE CHARGE SHALL BE AVAILABLE DURING
CONSTRUCTION HOURS TO SUPERVISE IMPLEMENTATION AND
MAINTENANCE OF THE POLLUTION PREVENTION PLAN AND TO ASSIST WITH
INSPECTIONS BY ANY REGULATORY AGENCY.
10. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR
MORE THAN 14 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND
MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION
ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE
STABILIZED WITH PERMANENT, SEED, SOD, MULCH OR OTHER MANNER
CONSISTENT WITH THE APPROVED PLANS.
11. CONTRACTOR IS TO INSTALL ALL EROSION CONTROL MEASURES PRIOR TO
CONSTRUCTION. (COST TO BE INCLUDED IN BID ITEM FOR EROSION
CONTROL.)
12. CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE OF EQUAL
TO OR GREATER THAN ONE (1) ACRE, OR LESS THAN ONE (1) ACRE IF THEY
ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THAT
TOTALS AT LEAST ONE (1) ACRE MUST ALSO OBTAIN A PERMIT FROM ODEQ
(FORM 605-002a) FOR STORM WATER DISCHARGES FROM CONSTRUCTION
ACTIVITIES. THIS MEANS THAT LAND DISTURBING OF ONE (1) ACRE OR
MORE MUST PERMIT WITH ODEQ AND THE CITY OF OKLAHOMA CITY, STORM
WATER QUALITY.
13. DEVELOPER TO SOD ALL DISTURBED AREAS AS PART OF LANDSCAPING.
LEGEND
LIMITS OF DISTURBED AREA
ST
AT
. 33'
R/W
50'
R/W
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-E
C.d
wg
, 1
/2
8/2
02
0 3
:3
3 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
44
64
-B
KG
D.d
wg
4
46
4-P
PL
T.d
wg
4
46
4-L
OC
.d
wg
4
46
4-to
po
.d
wg
4
46
4-b
dy.d
wg
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
N.T.S.
EC2
WATERLOO & COLTRANE INDUSTRIAL PARK
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
ER
OS
IO
N C
ON
TR
OL D
ET
AILS
19
20
21
18
17
16
1
1215
1
2
1
4
1
2
1
3
1
2
1
2
1
2
1
1
1
2
1
0
1
2
0
9
1
2
0
8
1
2
0
7
1
2
0
6
1
2
0
5
1
2
0
4
1203
1202
1201
1200
1199
1198
1197
1196
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
2
1191
1190
1
1
9
0
1
1
8
9
1
1
8
8
1
1
8
7
1
1
8
6
1185
1184
1
1
8
3
1
1
8
2
1
1
8
5
1
1
8
6
1189
1189
1189
1188
1187
1186
1186
1186
1185
1184
1183
1
1
8
2
1
1
8
1
1181
1181
1180
1
1
7
9
1
1
7
8
1177
1
1
7
6
1
1
7
4
1
1
7
3
1
1
8
5
1
1
8
4
1183
1
1
8
6
1
1
8
7
1
1
8
8
1
1
8
9
1
1
9
0
1
1
9
1
1
1
9
2
1
1
9
3
1194
1
1
9
4
1
1
9
6
1
1
9
5
1
1
9
7
1
1
9
8
1
1
9
9
1200
1201
1
1
9
9
1
1
9
8
1198
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
6
1
1
9
6
1195
1
1
9
5
1194
1
1
9
4
1
1
9
4
1
1
9
3
1192
1191
1
1
9
0
1190
1189
1190
1188
1187
1187
1187
1186
1185
1
1
8
4
1185
1
1
8
4
1183
1
1
8
2
1
1
8
2
1181
1180
1179
1178
1177
1
1
7
5
1
1
9
5
1
1
9
7
1
1
9
7
1
1
9
6
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1
1
9
0
1
1
8
9
1
1
8
8
1
1
8
7
1
1
9
1
1
1
9
2
1
1
9
3
1
1
9
4
1
1
9
5
1
1
9
6
1
1
9
7
1
1
9
8
1
1
9
8
1
1
9
7
1196
1
1
9
5
1
1
9
4
1
1
9
2
1
1
9
3
1
1
9
1
1190
1
1
8
9
1
1
8
8
1187
1186
1
1
8
5
1
1
8
4
1
1
8
3
1
1
8
2
1
1
8
1
1
1
8
0
1
1
7
9
1
1
7
8
1
1
7
7
1
1
7
6
1
1
7
5
1196
1
1
9
7
1193
1
1
9
2
1191
1191
1192
1
1
9
3
1
1
9
4
1
1
9
5
1
1
9
6
1197
1198
1
1
8
9
1
1
8
8
1
1
8
7
1
1
8
6
1
1
8
5
1
1
7
5
1
1
8
0
1
1
8
5
1190
1
1
9
5
1200
1
2
0
5
1210
1215
1
2
2
0
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
HIS
TO
RIC
D
RA
IN
AG
E A
RE
A M
AP
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-D
ET
.d
wg
, 1
/2
8/2
02
0 3
:1
6 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=100'
DP1
WATERLOO & COLTRANE INDUSTRIAL PARK
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
00 100' 200'
56.68
EASTERLY
BASIN
WATERLOO RD.
PROPOSED OFFSITE
EASTERLY POND
CL WATERLOO RD.
To=300'
Tf=1227'
EXIST. 60" CMP
FL=1165.65
1210.50
PROPOSED
SUBDIVISION
BOUNDARY
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
DRAINAGE AREA TABLE
DRAINAGE
AREA
AREA
(AC)
Tc LENGTH
(OVERLAND)
UPPER ELEV.
(OVERLAND)
LOWER ELEV.
(OVERLAND)
Tc LENGTH
(CHANNEL)
C=0.50 (HISTORIC)
DRAINAGE AREA (ACRES)
DRAINAGE AREA DESIGNATION
DRAINAGE AREA BOUNDARY
LEGEND
TIME OF CONCENTRATION PATH OVERALL
EXISTING CONTOUR
1200
x
Ac
C=0.90
C=0.95
C=0.70
TIME OF CONCENTRATION PATH DA
HEC RAS MODEL CROSS SECTION
N89°58'32"W 1647.52'
S00°32'00"E
545.89'
N89°52'10"E 329.65'
S00°32'00"E
374.38'
N89°52'10"E 332.95'
S00°07'50"E
393.95'
N89°55'56"E 961.93'
S45°07'50"E 35.36'
MOLLY DR.
SUGAR ST.
ZO
E L
N.
EM
MA
L
N.
CO
OP
ER
D
R.
LIL
Y L
N.
BL
EE
KE
R D
R.
GINGER DR.
GABBY LN.
T
R
A
C
T
1
P
A
R
C
E
L
1
5
B
K
. 1
2
0
4
4
, P
G
. 1
9
2
1
15' B
/L
20' B/L
20' B/L
20' B/L
20' B/L
15' B
/L
15' B
/L
15' B
/L
20' B
/L
20' B
/L
15' B/L
15' B
/L
15' B
/L
20' B/L
20' B/L
20' B/L
15' B/L
20' B
/L
20' B
/L
20' B
/L
20' B
/L
20' B/L
1
5
' B
/L
20' B
/L
15' B/L
20' B/L
15' B
/L
15' B
/L
20' B/L
15' B/L
15' B/L
20' B
/L
20' B
/L
20' B/L
15' B
/L
T
R
A
C
T
2
B
K
. 1
2
0
4
4
, P
G
. 1
9
2
1
E
D
I
N
B
O
R
O
U
G
H
P
O
I
N
T
A
D
D
I
T
I
O
N
B
K
.
6
0
P
L
A
T
S
,
P
G
.
8
8
19
20
21
18
17
16
1
CO
MM
ON
A
RE
A 'A
'
WATERLOO RD.
N00°29'40"W
1335.82'
15' D
/E
COMMON
AREA 'A'
WEST
DETENTION
POND
EAST
DETENTION
POND
1215
1
2
1
4
1
2
1
3
1
2
1
2
1
2
1
1
1
2
1
0
1
2
0
9
1
2
0
8
1
2
0
7
1
2
0
6
1
2
0
5
1
2
0
4
1203
1202
1201
1200
1199
1198
1197
1196
1
1
9
5
1
1
9
4
1
1
9
3
1
1
9
2
1191
1190
1
1
9
0
1
1
8
9
1
1
8
8
1
1
8
7
1
1
8
6
1185
1184
1
1
8
3
1
1
8
2
1
1
8
5
1
1
8
6
1189
1189
1189
1188
1187
1186
1186
1186
1185
1184
1183
1
1
8
2
1
1
8
1
1181
1181
1180
1
1
7
9
1
1
7
8
1177
1
1
7
6
1
1
7
4
1
1
7
3
1
1
8
5
1
1
8
4
1183
1
1
8
6
1
1
8
7
1
1
8
8
1
1
8
9
1
1
9
0
1
1
9
1
1
1
9
2
1
1
9
3
1194
1
1
9
4
1
1
9
6
1
1
9
5
1
1
9
7
1
1
9
8
1
1
9
9
1200
1201
1
1
9
9
1
1
9
8
1198
1
1
9
8
1
1
9
7
1
1
9
6
1
1
9
6
1
1
9
6
1195
1
1
9
5
1194
1
1
9
4
1
1
9
4
1
1
9
3
1192
1191
1
1
9
0
1190
1189
1190
1188
1187
1187
1187
1186
1185
1
1
8
4
1185
1
1
8
4
1183
1
1
8
2
1
1
8
2
1181
1180
1179
1178
1177
1
1
7
5
1
1
9
5
1
1
9
7
1
1
9
7
1
1
9
6
1
1
9
4
1
1
9
3
1
1
9
2
1
1
9
1
1
1
9
0
1
1
8
9
1
1
8
8
1
1
8
7
1
1
9
1
1
1
9
2
1
1
9
3
1
1
9
4
1
1
9
5
1
1
9
6
1
1
9
7
1
1
9
8
1
1
9
8
1
1
9
7
1196
1
1
9
5
1
1
9
4
1
1
9
2
1
1
9
3
1
1
9
1
1190
1
1
8
9
1
1
8
8
1187
1186
1
1
8
5
1
1
8
4
1
1
8
3
1
1
8
2
1
1
8
1
1
1
8
0
1
1
7
9
1
1
7
8
1
1
7
7
1
1
7
6
1
1
7
5
1196
1
1
9
7
1193
1
1
9
2
1191
1191
1192
1
1
9
3
1
1
9
4
1
1
9
5
1
1
9
6
1197
1198
1
1
8
9
1
1
8
8
1
1
8
7
1
1
8
6
1
1
8
5
1
1
7
5
1
1
8
0
1
1
8
5
1190
1
1
9
5
1200
1
2
0
5
1210
1215
1
2
2
0
3 5421
N0
0°0
4'0
4"W
44
9.9
8'
132.43'140.00'90.00'140.00'130.00'
130.00' 140.00' 90.00' 140.00' 127.90'
N0
0°0
4'0
4"W
44
9.9
8'
N0
0°0
4'0
4"W
44
9.9
8'
N0
0°0
4'0
4"W
44
9.9
8'
1
S89°55'56"W 632.43'
N00°04'04"W
449.98'
N89°55'56"E 627.90'
S00°38'40"E
450.00'
9.80
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
DE
VE
LO
PE
D D
RA
IN
AG
E A
RE
A M
AP
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-D
ET
.d
wg
, 1
/2
8/2
02
0 3
:1
6 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=100'
DP2
WATERLOO & COLTRANE INDUSTRIAL PARK
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
CL WATERLOO RD.
46.88
TO POND
(EASTERLY)
PROPOSED OFFSITE
EASTERLY POND
EASTERLY BASIN
Total Area: 56.68 Ac.
To Pond Area: 46.88 Ac.
21.17 Ac. = 0.7c / 25.71 Ac.= 0.3c
Bypass Area: 9.80 Ac.
4.26 Ac. = 0.7c / 5.54 Ac. = 0.3c
BYPASS
(EASTERLY)
9.80
BYPASS
(EASTERLY)
To=300'
Tf=963'
46.88
TO POND
(EASTERLY)
PROPOSED
SUBDIVISION
BOUNDARY
00 100' 200'
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
DRAINAGE AREA TABLE
DRAINAGE
AREA
AREA
(AC)
Tc LENGTH
(OVERLAND)
UPPER ELEV.
(OVERLAND)
LOWER ELEV.
(OVERLAND)
Tc LENGTH
(CHANNEL)
C=0.50 (HISTORIC)
DRAINAGE AREA (ACRES)
DRAINAGE AREA DESIGNATION
DRAINAGE AREA BOUNDARY
LEGEND
TIME OF CONCENTRATION PATH OVERALL
EXISTING CONTOUR
1200
x
Ac
C=0.90
C=0.95
C=0.70
TIME OF CONCENTRATION PATH DA
HEC RAS MODEL CROSS SECTION
EAST
DETENTION
POND
1
1
7
5
11
130.00'
N0
0°0
4'0
4"W
4
49
.98
'
H
IW
A
S
S
E
E
8
0
, L
L
C
PROP.
DETENTION
POND
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
EX
IS
T. D
ET
EN
TIO
N P
ON
D P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-D
ET
.d
wg
, 1
/2
8/2
02
0 3
:1
6 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
DP3
WATERLOO & COLTRANE INDUSTRIAL PARK
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
00 20' 40'
DRAINAGE AREA TABLE
DRAINAGE
AREA
AREA
(AC)
Tc LENGTH
(OVERLAND)
UPPER ELEV.
(OVERLAND)
LOWER ELEV.
(OVERLAND)
Tc LENGTH
(CHANNEL)
C=0.50 (HISTORIC)
DRAINAGE AREA (ACRES)
DRAINAGE AREA DESIGNATION
DRAINAGE AREA BOUNDARY
LEGEND
TIME OF CONCENTRATION PATH OVERALL
EXISTING CONTOUR
1200
x
Ac
C=0.90
C=0.95
C=0.70
TIME OF CONCENTRATION PATH DA
HEC RAS MODEL CROSS SECTION
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
EAST
DETENTION
POND
1
1
7
5
11
130.00'
N0
0°0
4'0
4"W
4
49
.98
'
PROP.
BLDG.
H
IW
A
S
S
E
E
8
0
, L
L
C
PROP.
DETENTION
POND
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
PR
OP
. D
ET
EN
TIO
N P
ON
D P
LA
N
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-D
ET
.d
wg
, 1
/2
8/2
02
0 3
:1
6 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
1"=20'
DP4
WATERLOO & COLTRANE INDUSTRIAL PARK
numbers specified in the plans prior to any excavation.
of all underground utilities. Contact this number and other
This number is to be used for information on the location
ONE CALL UTILITY LOCATION NUMBER
1-800-522-6543
840-5032
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.
00 20' 40'
DRAINAGE AREA TABLE
DRAINAGE
AREA
AREA
(AC)
Tc LENGTH
(OVERLAND)
UPPER ELEV.
(OVERLAND)
LOWER ELEV.
(OVERLAND)
Tc LENGTH
(CHANNEL)
C=0.50 (HISTORIC)
DRAINAGE AREA (ACRES)
DRAINAGE AREA DESIGNATION
DRAINAGE AREA BOUNDARY
LEGEND
TIME OF CONCENTRATION PATH OVERALL
EXISTING CONTOUR
1200
x
Ac
C=0.90
C=0.95
C=0.70
TIME OF CONCENTRATION PATH DA
HEC RAS MODEL CROSS SECTION
N
T
N
R W
LOCATION MAP
SCALE: 1"=2000'
6 14
2
E. WATERLOO RD.
E. SORGHUM MILL RD.
S. C
OLT
RA
NE
R
D.
N. B
RY
AN
T A
VE
.
PROJECT
LOCATION
W
AT
ER
LO
O &
C
OLT
RA
NE
IN
DU
ST
RIA
L P
AR
K
OK
LA
HO
MA
C
OU
NT
Y, O
KLA
HO
MA
DE
TE
NT
IO
N P
ON
D D
ET
AILS
SHEET NUMBER
DE
SC
RIP
TIO
NN
O.
RE
VIS
IO
NS
DA
TE
Approved By:
Date:
Checked By:
Proj. No.:
Scale:
AC
AD
F
IL
E: H
:\4
46
4\4
46
4-D
ET
.d
wg
, 1
/2
8/2
02
0 3
:1
6 P
M, C
hris G
ettin
gs
XR
EF
S L
OA
DE
D:
Copyright ©
2020 Johnson &
A
ssociates, Inc.
1 E
. S
he
rid
an
A
ve
., S
uite
2
00
Certificate of A
uthorization #1484 E
xp. D
ate: 06-30-2021
EN
GIN
EE
RS
S
UR
VE
YO
RS
P
LA
NN
ER
S
Okla
ho
ma
C
ity, O
K 7
31
04
Jo
hn
so
n &
A
ss
oc
ia
te
s, In
c.
FA
X (405) 235-8078
(405) 235-8075
ww
w.jaokc.com
01-28-20
N.T.S.
DP5
WATERLOO & COLTRANE INDUSTRIAL PARK
TRICKLE CHANNEL DETAIL
SCALE: N.T.S.
#4 BARS @ 12" c/c EA. WAY
4'
2"
6" THICK 3500 psi CONC.
1"
3
1
BOTTOM OF POND =1278.50
TOP OF BERM=1281.75
CONST. CONC. OVERFLOW WEIR
EL=1281.25
CONST. 4' TRICKLE CHANNEL
SEE DETAIL SHT.
TOP OF RIP RAP =1278.21
FL 12" RCP =1278.21
FL 12" RCP=1278.23
SLOPE WALL PROTECTOR
SLOPE WALL
PROTECTOR
B
B
7
1
11'
18"
7.3'
ON
S
LO
PE
TO
W
EIR
6.0' OVERFLOW WEIR
FL=1281.25
3
:1
3
:1
TOP OF BERM=1281.75
1'
18" DEEP 12" RIP-RAP
w/ FILTER BLANKET
36"
CONST. 15.5 SY
12" DIA. RIP-RAP
w/ FILTER BLANKET
(18" DEEP)
1
0
.
3
'
T
O
T
O
P
O
F
B
E
R
M
6"
5'
PROP. 2-12" RCP
NOTE:
INSTALL #4 BARS
@ 12" c/c EACH WAY
36"
3
1
FL 2-12" =1278.50
CONST. 34.9 LF
12" RCP @ 0.83%
PROP. 12" RCP
FL OUT: 1278.21
PROP. 12" RCP
FL IN: 1278.23
100 YEAR WSEL=1281.11
OUTFALL SLOPE WALL PROTECTOR
SCALE: N.T.S.
SEC. A-A SEC. B-B
6
"
6'
3.5'
2'
3.5'
5' SIDEWALK
5' SIDEWALK
CONST. 34.9 LF
12" RCP @ 0.77%
3
1
11'
36"
8.7'
ON
S
LO
PE
TO
W
EIR
6.00' OVERFLOW WEIR
FL=1281.25
3
:1
3
:1
TOP OF BERM=1281.75
1'
6'
PROP. 12" RCP
FL IN: 1278.50
3.5'
2'
SEC. C-C
PROP. 12" RCP
FL IN: 1278.50
3.5'
C
C
OUTLET STRUCTURE
SCALE: N.T.S.
THESE PLANS ARE
PRELIMINARY IN NATURE
AND ARE NOT A FINAL,
SIGNED AND SEALED SET
OF DOCUMENTS.