33' STAT.R/W 913'± TO CL OF COLTRANE RD. Copyright © …

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.

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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

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LOCATION MAP

SCALE: 1"=2000'

6 14

2

E. WATERLOO RD.

E. SORGHUM MILL RD.

S. C

OLT

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N. B

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AN

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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

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IR

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DOLLAR STORE SIGN

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UNKNOWN

SWB

UNKNOWN

GUARD POST

GUARD POST

PIONEER REALITY SIGN

TO

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WATERLOO RD.

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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

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1

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1189

1188

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WATERLOO RD.

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X (405) 235-8078

(405) 235-8075

ww

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01-28-20

1"=40'

C2.0


00 40' 80'

W

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********* 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

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N

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LOCATION MAP

SCALE: 1"=2000'

6 14

2

E. WATERLOO RD.

E. SORGHUM MILL RD.

S. C

OLT

RA

NE

R

D.

N. B

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AN

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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


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


Coltrane Rd. and 15' North of a power pole


Bench Mark # 402

Northing: 263551.52

Easting: 2131775.69

Elevation: 1193.27



Coltrane Rd. and 30' East of a 12” wood post


Bench Mark # 403

Northing: 263161.28

Easting: 2131763.89

Elevation: 1194.96



Coltrane Rd. and 10' North of a fence at a no

trespassing sign.



AutoCAD SHX Text

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MW

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H

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

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(405) 235-8075

ww

w.jaokc.com

01-28-20

1"=20'

C3.0


00 20' 40'





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

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AN

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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


RE: SHT. C7.0

11

7

8

5'

R

5

'

L

=

7

.

8

5

'

R

1

0

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L

=

1

5

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1

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5

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1

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4

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5

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1

4

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4

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R

4

.

5

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L

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4

.

1

4

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5

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7

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5

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7

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5

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1

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R

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0

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L

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4

7

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0

4

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1

0

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L

=

1

5

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1

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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


PROP. RETAINING WALL

RE: SHT. C5.0


RE: SHT. C5.0

4.33'

4.33'

10'

THESE PLANS ARE




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

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2020 Johnson &

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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


00 20' 40'





1-800-522-6543

840-5032


PLANS FOR EXACT


6


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'


PLANS FOR EXACT



PLANS FOR EXACT


15

9

9'

TYP.

9'

TYP.

9'

TYP.

5' 11'

TYP.

9'

TYP.

5'11'

TYP.


RE: SHT. C7.0


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

'


RE: SHT. P1


RE: SHT. C5.0


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




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


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


00 40' 80'





1-800-522-6543

840-5032


RE: SHT. P1

THESE PLANS ARE




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


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


Bench Mark # 402

Northing: 263551.52

Easting: 2131775.69

Elevation: 1193.27


Coltrane Rd. and 30' East of a 12” wood post


Bench Mark # 403

Northing: 263161.28

Easting: 2131763.89

Elevation: 1194.96


Coltrane Rd. and 10' North of a fence at a no trespassing sign.


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.



REINFORCED P.C. CONCRETE PAVING SECTION

SCALE: N.T.S.



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


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


00 20' 40'





1-800-522-6543

840-5032

THESE PLANS ARE




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


RE: SHT. P1WATERLOO RD.

EDGE OF

PAVEMENT

50'

R/W

33' S

TA

T.

R/W


RE: SHT. C5.0


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

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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


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


00 20' 40'





1-800-522-6543

840-5032

THESE PLANS ARE




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 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


RE: SHT. P1

EDGE OF

PAVEMENT


RE: SHT. C5.0

33' S

TA

T.

R/W

50'

R/W


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


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


00 20' 40'





1-800-522-6543

840-5032

PROP. ELEV.

WEST OF WALL

THESE PLANS ARE




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 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


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

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Certificate of A


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


00 20' 40'





1-800-522-6543

840-5032

PROP. TOP OF WALL

THESE PLANS ARE




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 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


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


xp. D

ate: 06-30-2021

EN

GIN

EE

RS

S

UR

VE

YO

RS

P

LA

NN

ER

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Okla

ho

ma

C

ity, O

K 7

31

04

Jo

hn

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te

s, In

c.

FA

X (405) 235-8078

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ww

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01-28-20

1"=

C5.2






1-800-522-6543

840-5032

THESE PLANS ARE




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.

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Approved By:

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Scale:

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Copyright ©

2020 Johnson &

A

ssociates, Inc.

1 E

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2

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Certificate of A


xp. D

ate: 06-30-2021

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c.

FA

X (405) 235-8078

(405) 235-8075

ww

w.jaokc.com

01-28-20

1"=30'

C6.0


00 30' 60'





1-800-522-6543

840-5032

THESE PLANS ARE




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


N=264461.47

E=2132745.58


N=264461.75

E=2132975.58


N=264461.75

E=2132978.58


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

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Checked By:

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Scale:

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Copyright ©

2020 Johnson &

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ssociates, Inc.

1 E

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Certificate of A


xp. D

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EN

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c.

FA

X (405) 235-8078

(405) 235-8075

ww

w.jaokc.com

01-28-20

N.T.S.

C7.0


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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




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

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SHEET NUMBER

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Approved By:

Date:

Checked By:

Proj. No.:

Scale:

AC

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8/2

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4

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4-L

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.d

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4

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4-to

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4

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4-b

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Copyright ©

2020 Johnson &

A

ssociates, Inc.

1 E

. S

he

rid

an

A

ve

., S

uite

2

00

Certificate of A


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


00 30' 60'





1-800-522-6543

840-5032

THESE PLANS ARE




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

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F

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E: H

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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


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


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

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, 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


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






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


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






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)




LEGEND


EXISTING CONTOUR

1200

x

Ac

C=0.90

C=0.95

C=0.70



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

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/2

8/2

02

0 3

:1

6 P

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gs

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DE

D:

Copyright ©

2020 Johnson &

A

ssociates, Inc.

1 E

. S

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rid

an

A

ve

., S

uite

2

00

Certificate of A


xp. D

ate: 06-30-2021

EN

GIN

EE

RS

S

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P

LA

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ER

S

Okla

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FA

X (405) 235-8078

(405) 235-8075

ww

w.jaokc.com

01-28-20

1"=20'

DP3






1-800-522-6543

840-5032

THESE PLANS ARE




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)




LEGEND


EXISTING CONTOUR

1200

x

Ac

C=0.90

C=0.95

C=0.70



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


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






1-800-522-6543

840-5032

THESE PLANS ARE




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)




LEGEND


EXISTING CONTOUR

1200

x

Ac

C=0.90

C=0.95

C=0.70



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


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


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




OF DOCUMENTS.

Documents

33' STAT.R/W 913'± TO CL OF COLTRANE RD. Copyright © …