635-21-117 Contract Drawings.pdf

SATELLITE IMAGEAREA OF WORK SHEET INDEX

OKLAHOMA CITY, OK

VAMC PROJECT #: 635-21-117

REPLACE CLINIC COOLING TOWER

Plan North

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

REPLACE CLINIC COOLING TOWER

04/05/2022 MB MR

GI001

COVER SHEET

COOLING TOWER SITE

COOLING TOWER SITE

SHEET NO. SHEET NAME

GI001 COVER SHEET

CIVIL

SV101 IMPROVEMENT SURVEY EXISTING CONDITIONS

CD101 CIVIL DEMOLITION PLAN

CG101 CIVIL DETAILED GRADING PLAN

CS101 CIVIL SITE PLAN

CU101 CIVIL OVERALL UTILITY PLAN

CU301 SANITARY SEWER PLAN & PROFILE

CU501 CIVIL SANITARY SEWER DETAILS

STRUCTURAL

S-001 STRUCTURAL ABBREVIATIONS, LEGENDS, AND NOTES

SB111 COOLING TOWER FOUNDATION PLAN

SF111 COOLING TOWER FRAMING PLAN

SF311 STRUCTURAL FRAMING ELEVATIONS

SF511 STRUCTURAL FRAMING DETAILS

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS AND GENERAL NOTES

M-002 MECHANICAL SYMBOLS

M-601 MECHANICAL SCHEDULES

MD101 MECHANICAL DEMOLITION SITE PLAN

MD102 MECHANICAL DEMOLITION PLAN - BASEMENT FLOOR

MS101 MECHANICAL SITE PLAN (AT GRADE)

MS102 MECHANICAL SITE PLAN (ABOVE TOWER STRUCTURE)

MP101 MECHANICAL PIPING PLAN - BASEMENT FLOOR

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-701 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS & ABBREVIATIONS

ED101 ELECTRICAL DEMOLITION PLAN - EXTERIOR COOLING TOWER

ES101 ELECTRICAL SITE PLAN - PROPOSED COOLING TOWER

ES102 ELECTRICAL SITE PLAN - ELECTRICAL ROUTING

E-601 ELECTRICAL ONE-LINE DIAGRAM

60083

G

G G G G G G G G G G G G G G G

G

G

G

G

G

G

G

METAL

GRATE

RAMP

GA

TE

METAL SHED

RIP RAP & METAL

GRATES AT ENTRY

1-STORY BRICK

BUILDING

1-STORY METAL

BUILDING

COOLING TOWER

EQUIPMENT

HEIGHT 27.61'

17.3'

20.3'

EXISTING STONE WALL

ASPHALT PAVEMENT

EX. 5" STEEL

BOLLARD

EX. 5" STEEL

BOLLARD

10" C.I. M.J.

RISERS

EX. 10" C.I. M.J.

RISER WITH VALVE

ELECTRICAL BOX AND CONDUITS

(CONDUITS RUN ALONG EAST SIDE OF

TOWER)

DIRT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

PUMP

EQUIP.

LADDER

VALVES

LADDER

METAL GRATES

PUMP EQUIP.

CONCRETE

SLAB

M.H. 2A

LINE "A"

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

STM

STM

STM

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

" R

CP

S

TO

RM

S

EW

ER

CONCRETE CUT-OUT

FHGV

M.H. 2J

RIM: 1221.8

INVERTS NOT

LOCATED

M.H. 3A

RIM: 1221.64

I.E.: 1209.49 N (12") I.E.: 1209.74 S (12")

I.E.: 1209.35 SW (24")

" R

CP

S

AN

IT

AR

Y

SE

W

ER

4.3 9 L

F

0.

24" RCP SANITARY SEWER

6' X 5' RCB STORM SEWER

EX. 16" C.A.

CONDENSER

WATER RETURN

(RECORD)

EX. 10" C.I. M.J.

RISER WITH VALVE

EX. 16" C.A.

CONDENSER

WATER SUPPLY

(RECORD)

W W

W W

W W

W

WATER

METER

VAULT

ESC

03/07/2022 SGL AB

SV101

CT

IMPROVEMENT SURVEY

EXISTING CONDITIONS

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE CLINIC COOLING TOWER

KEY PLAN

GENERAL NOTES

Revision:

KEY PLAN

NO SCALE

B

D

8 G

HW

C22

5 18

Tr ue

N or th

E

A

F

CT

1. EXISTING CONDITIONS BASED UPON VETERNS HEALTH ADMINISTRATION

RECORDS AND LAND SURVEY PERFORMED BY HALFF ASSOCIATES, INC.

DATED 11/18/2021.

2. CONTROL POINTS ARE BASED ON CITY OF OKLAHOMA CITY CONTROL POINT

NUMBERS 234, 266 AND 486. CONTROL POINT 234 TO 236 USED AS BASIS OF

BEARING.

3. ALL BEARINGS ARE BASED FROM THE OKLAHOMA STATE COORDINATE

SYSTEM, NAD83 (2011), NORTH ZONE. AS DETERMINED BY GPS SURVEY

OBSERVATIONS CHECKED TO THE CITY OF OKLAHOMA CITY CONTROL. ALL

DISTANCES ARE GRID AND ADJUSTED BY FIELD MEASUREMENTS TO GROUND

DISTANCES IN US SURVEY FEET. ALL FIELD MEASUREMENTS AND ANGLES

APPLIED TO CONTROL POINTS WERE MADE WITH A TRIMBLE R10 GPS.

4. ALL ELEVATIONS OF CONTROL POINTS ARE BASED ON INITIAL ELEVATION OF

THE CITY OF OKLAHOMA CITY CONTROL POINT 234. ELEVATION BEING 1243.054

FEET, NAVD 88, GEOID 18.

G G

BOL

FSV

FH

BOLLARD

FIRE HYDRANT

STAND PIPE

WATER VALVE

ELECTRIC SWITCH CABINET

POWER POLE

LIGHT POLE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

BUILDING

BURIED GAS LINE

FENCE, 6' HIGH CHAINLINK

PAVEMENT LINE

CONCRETE CURB

SIDEWALK

RIGHT-OF-WAY LINE

PROPERTY LINE

SECTION LINE

SYMBOLS

LINE TYPES

ECB

LEGEND

ABBREVIATIONS

C.I. CAST IRON

M.J. MECHANICAL JOINTC.A. CEMENT ASBESTOS

MH MANHOLE

EX. EXISTING

STORM SEWER MANHOLE

GV GATE VALVE

FH FIRE HYDRANT

RCB REINFORCED CONCRETE BOX CULVERT

I.E. INVERT ELEVATION

RCP REINFORCED CONCRETE PIPE

4/5/22

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

WM

AutoCAD SHX Text

PP

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text C

G G G G G G G G G G G G G G G

G

G

G

G

G

G

G

METAL

GRATE

RAMP

GA

TE

METAL SHED

RIP RAP & METAL

GRATES AT ENTRY

1-STORY BRICK

BUILDING

1-STORY METAL

BUILDING

COOLING TOWER

EQUIPMENT

HEIGHT 27.61'

17.3'

20.3'

EXISTING STONE WALL

ASPHALT PAVEMENT

EX. 5" STEEL

BOLLARD

EX. 5" STEEL

BOLLARD

10" C.I. M.J.

RISERS

EX. 10" C.I. M.J.

RISER WITH VALVE

ELECTRICAL BOX AND CONDUITS

(CONDUITS RUN ALONG EAST SIDE OF

TOWER)

DIRT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

PUMP

EQUIP.

LADDER

VALVES

LADDER

METAL GRATES

PUMP EQUIP.

CONCRETE

SLAB

M.H. 2A

LINE "A"

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

STM

STM

STM

STM

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

" R

CP

S

TO

RM

S

EW

ER

CONCRETE CUT-OUT

FHGV

M.H. 2J

RIM: 1221.8

INVERTS NOT

LOCATED

M.H. 3A

RIM: 1221.64

I.E.: 1209.49 N (12") I.E.: 1209.74 S (12")

I.E.: 1209.35 SW (24")

" R

CP

S

AN

IT

AR

Y

SE

W

ER

4.3 9 L

F

0.

24" RCP SANITARY SEWER

6' X 5' RCB STORM SEWER

EX. 16" C.A.

CONDENSER

WATER RETURN

(RECORD)

EX. 10" C.I. M.J.

RISER WITH VALVE

EX. 16" C.A.

CONDENSER

WATER SUPPLY

(RECORD)

W W

W W

W W

W

WATER

METER

VAULT

ESC

DEMOLISH

COOLING TOWER

EQUIPMENT AND

FOUNDATION

ESC

03/07/2022 SGL AB

CD101

CT

CIVIL DEMOLITION PLAN

SCALE: 1" = 5'

0 5' 10' 15' 20'

CIVIL DEMOLITION PLAN

Tr ue

No rth

1. DEMOLISH 6' HIGH CHAINLINK FENCE & GATE.

2. DEMOLISH RIP-RAP AT GATE AND REMOVE METAL GRATES UNLESS GRATES

PREVIOUSLY REMOVED BY OTHERS.

3. ELECTRIC CONTROL CABINET & PAD TO BE REMOVED AND REPLACED. SEE

ELECTRICAL PLANS FOR NEW ELECTRIC CONTROL CABINET AND

CONCRETE PAD LOCATION.

4. PROVIDE SAWCUT ALONG PROJECT FRONTAGE TO REMOVE CURB AND

PAVEMENT. PROVIDE SAWCUT FOR UTILITY TRENCH AND REMOVE

PAVEMENT. REMOVE ALL CONCRETE AND PAVEMENT FROM SITE TO AN

APPROVED OFFSITE DISPOSAL FACILITY.

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE CLINIC COOLING TOWER

00KEYNOTES

KEY PLAN

GENERAL NOTES

Revision:

KEY PLAN

NO SCALE

B

D

8 G

HW

C22

5 18

Tr ue

N or th

E

A

F

CT

1. EXISTING CONDITIONS BASED UPON VETERNS HEALTH ADMINISTRATION

RECORDS AND LAND SURVEY PERFORMED BY HALFF ASSOCIATES, INC.

DATED 11/18/2021.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING WITH WORK.

KEYNOTES 00

BOL

FSV

FH

BOLLARD

FIRE HYDRANT

STAND PIPE

WATER VALVE

ELECTRIC SWITCH CABINET

POWER POLE

LIGHT POLE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

BUILDING

BURIED GAS LINE

FENCE, 6' HIGH CHAINLINK

PAVEMENT LINE

CONCRETE CURB

SIDEWALK

RIGHT-OF-WAY LINE

PROPERTY LINE

SECTION LINE

SYMBOLS

LINE TYPES

ECB

LEGEND

ABBREVIATIONS

C.I. CAST IRON

M.J. MECHANICAL JOINTC.A. CEMENT ASBESTOS

MH MANHOLE

EX. EXISTING

STORM SEWER MANHOLE

GV GATE VALVE

FH FIRE HYDRANT

RCB REINFORCED CONCRETE BOX CULVERT

I.E. INVERT ELEVATION

RCP REINFORCED CONCRETE PIPE

4/5/22

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

WM

AutoCAD SHX Text

PP

AutoCAD SHX Text S

AutoCAD SHX Text D

METAL

GRATE

RAMP

METAL SHED

1-STORY BRICK

BUILDING

1-STORY METAL

BUILDING

EXISTING STONE WALL

ASPHALT PAVEMENT

EX. 5" STEEL

BOLLARD

EX. 5" STEEL

BOLLARD

10" C.I. M.J.

RISERS

EX. 10" C.I. M.J.

RISER WITH VALVE

DIRT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE CUT-OUT

EX. 16" C.A.

CONDENSER

WATER RETURN

(RECORD)

EX. 10" C.I. M.J.

RISER WITH VALVE

EX. 16" C.A.

CONDENSER

WATER SUPPLY

(RECORD)

WATER

METER

VAULT

EL

EC

TR

IC

CA

BI

NE

T

PA

D

COOLING TOWER

MECHANICAL EQUIPMENT

(CONCRETE SLAB BELOW)

F.F.E. 1223.50 FT.

0+00

0+

STA: 0+00.00

N: 176275.948

E: 2118281.874

STA: 0+91.90

N: 176344.664 E: 2118316.088

PC

S

TA

: 0

+0 9.

N : 1

6.

E:

.2

PT STA: 0+48.23

N: 176300.989 E: 2118315.923

0+

END DRIVEWAY TAPER

STA: 0+60.15

N: 176312.913 E: 2118315.968

BEGIN DRIVEWAY TAPER

STA: 0+54.15

N: 176306.913 E: 2118315.945

END DRIVEWAY TAPER

STA: 0+44.05

N: 176296.831 E: 2118315.559

BEGIN DRIVEWAY TAPER

STA: 0+38.03

N: 176291.084 E: 2118313.836

514515

517 518

519520

523524

CONCRETE SLAB

F.F.E. = 1223.50

-1 .9

8%

-1.75%

-2.00%

-0 .7

4%

-2 .6

6%

-8.06%

-7.64%

-0 .7

4%

-1.17% -0 .5

7%

-1 .6

5% -0

.6 3%

MATCH EX. SIDEWALK GRADE

SAWCUT LINE 2' OFFSET FROM

FLOWLINE, MATCH EX. PAVEMENT

SAWCUT LINE , MATCH

EX. PAVEMENT

526 527

528529

ELEC. PAD

EL: 1223.30

-2.00%

COORDINATE POINT SCHEDULE

POINT #

NORTHING

176276.0865

176284.3602

176291.0835

176296.8308

176300.9894

176306.9127

176312.9126

176322.7640

176332.7639

176340.5108

176336.7760

176312.9027

176308.9219

176308.9176

176308.8475

176336.7149

176336.6748

176336.7359

176308.9618

176308.9009

176306.9372

176301.0139

176296.9373

176296.8798

176306.8797

176305.8608

176305.8608

176299.8718

176299.8608

176302.8608

EASTING

2118291.2909

2118309.5061

2118313.8360

2118315.5588

2118315.9231

2118315.9454

2118315.9681

2118316.0052

2118316.0430

2118316.0722

2118310.7617

2118310.8223

2118310.8325

2118309.4404

2118286.7910

2118286.7202

2118286.7603

2118310.7218

2118310.7924

2118286.8308

2118309.4455

2118309.4231

2118309.4077

2118286.7582

2118286.7960

2118285.7985

2118288.7912

2118288.7985

2118285.7985

2118287.2985

ELEVATION

1221.91

1221.94

1221.94

1221.95

1221.98

1222.02

1222.07

1222.14

1222.22

1222.27

1222.95

1222.75

1222.55

1222.58

1223.03

1223.19

1223.50

1223.50

1223.50

1223.50

1222.52

1222.48

1222.45

1222.90

1222.98

1222.60

1222.93

1222.89

1222.57

1223.30

DESCRIPTION

FL

FL

FL

FL

FL

FL

FL

FL

FL

FL

GRD @ SLAB

GRD @ SLAB

GRD @ SLAB

GRD @ SLAB

GRD @ SLAB

GRD @ SLAB

FFE

FFE

FFE

FFE

CONC

CONC

CONC

GB

GB

GRD

GRD

GRD

GRD

ELEC PD CTR

6" THICK CONCRETE TYPE B SLAB

W/ 6 X 6 10 X 10 WELDED WIRE MESH

6" THICK - WASHED

3/4" CRUSHED ROCK

PREPARED AND COMPACTED SUBGRADE

PER GEOTECHNICAL REPORT

4" - 6" THICK WASHED 1-1/2" CRUSHED

ROCK W/ WEED BARRIER FILTER FABRIC,

SLOPE VARIES - 2% MIN.

3/4" CHAMFER

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE CLINIC COOLING TOWER

00KEYNOTES

KEY PLAN

GENERAL NOTES

Revision:

0 100% BID DOCUMENTS SUBMITTAL 08/13/2021

KEY PLAN

NO SCALE

B

D

8 G

HW

C22

5 18

Tr ue

N or th

E

A

F

CT

03/07/2022 SGL AB

CG101

CT

CIVIL DETAILED GRADING PLAN

SCALE: 1" = 5'

0 5' 10' 15' 20'

CIVIL DETAILED GRADING PLAN

Tr ue

No rth

1. EXISTING CONDITIONS BASED UPON VETERANS HEALTH ADMINISTRATION RECORDS AND

LAND SURVEY PERFORMED BY HALFF ASSOCIATES, INC. DATED 11/18/2021.

2. CONTROL POINTS ARE BASED ON CITY OF OKLAHOMA CITY CONTROL POINT NUMBERS 234,

266 AND 486. CONTROL POINT 234 TO 236 USED AS BASIS OF BEARING.

3. ALL BEARINGS ARE BASED FROM THE OKLAHOMA STATE COORDINATE SYSTEM, NAD83 (2011), NORTH ZONE. AS DETERMINED BY GPS SURVEY OBSERVATIONS CHECKED TO THE CITY OF

OKLAHOMA CITY CONTROL. ALL DISTANCES ARE GRID AND ADJUSTED BY FIELD

MEASUREMENTS TO GROUND DISTANCES IN US SURVEY FEET. ALL FIELD MEASUREMENTS

AND ANGLES APPLIED TO CONTROL POINTS WERE MADE WITH A TRIMBLE R10 GPS.

4. ALL ELEVATIONS OF CONTROL POINTS ARE BASED ON INITIAL ELEVATION OF THE CITY OF OKLAHOMA CITY CONTROL POINT 234. ELEVATION BEING 1243.054 FEET, NAVD 88, GEOID 18.

5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY

DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING WITH WORK.

6. SITE PREPERATION AND COMPACTION PER "GEOTECHNICAL ENGINEERING REPORT,

OKLAHOMA CITY VA HEALTH CLINIC COOLING TOWER REPLACEMENT, OKLAHOMA CITY, OK",

BY TERRACON CONSULTANTS, INC., DATED NOVEMBER 19.2021.

7. CONCRETE SHALL BE CONCRETE TYPE B. SEE SPECIFICATION 32 05 23 - CEMENT AND

CONCRETE FOR EXTERIOR IMPROVEMENTS.

TYPICAL CONCRETE SLAB SECTION

G

BOL

FSV

FH

BOLLARD

FIRE HYDRANT

STAND PIPE

WATER VALVE

ELECTRIC SWITCH CABINET

POWER POLE

LIGHT POLE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

BUILDING

BURIED GAS LINE

FENCE, 6' HIGH CHAINLINK

PAVEMENT LINE

CONCRETE CURB

SIDEWALK

RIGHT-OF-WAY LINE

PROPERTY LINE

SECTION LINE

S

D

SYMBOLS

LINE TYPES

ECB

LEGEND

ABBREVIATIONS

C.I. CAST IRON M.J. MECHANICAL JOINT

C.A. CEMENT ASBESTOS

MH MANHOLE

EX. EXISTING

STORM SEWER MANHOLE

GV GATE VALVE

FH FIRE HYDRANT

PC

REINFORCED CONCRETE BOX CULVERT

POINT OF CURVE

F.F.E. FINISHED FLOOR EL.

I.E. INVERT ELEVATION

EL. ELEVATION

PT POINT OF TANGENCY

RCP REINFORCED CONCRETE PIPE

RCB

4/5/22

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

WM

AutoCAD SHX Text

PP

METAL

GRATE

RAMP

METAL SHED

1-STORY BRICK

BUILDING

1-STORY METAL

BUILDING

EXISTING STONE WALL

ASPHALT PAVEMENT

EX. 5" STEEL

BOLLARD

EX. 5" STEEL

BOLLARD

DIRT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE CUT-OUT

FH

WATER

METER

VAULT

5.0'

5.0' 5.1'

5.3'

8.3

8.0

.8'

3.5'

.9'

3.0

N0 0°

'59

"E

9.5 2'

Δ=088°56'28" R=25.00' L=38.81'

CB=N44°41'12"E

CD=35.03'

EL

EC

TR

IC

CA

BI

NE

T

PA

D

24.04'

.06

.06

24.04'

E

E

E

E

E

E

E

E

COOLING TOWER

MECHANICAL EQUIPMENT

(CONCRETE SLAB BELOW)

F.F.E. 1223.50 FT.

4.0' 2.0

6.0

3.0'

03/07/2022 SGL AB

CS101

CT

CIVIL SITE PLAN

SCALE: 1" = 5'

0 5' 10' 15' 20'

CIVIL SITE PLAN

Tr ue

No rth

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE CLINIC COOLING TOWER

00KEYNOTES

KEY PLAN

GENERAL NOTES

Revision:

KEY PLAN

NO SCALE

B

D

8 G

HW

C22

5 18

Tr ue

N or th

E

A

F

CT

1. NEW 6' CHAINLINK FENCE.

2. 12' WIDE CHAINLINK FENCE WITH MANUAL SWING GATE.

3. CONCRETE DRIVEWAY APRON.

4. SAWCUT 2 FEET +/- ALONG EXISTING FLOWLINE AND MATCH EXISTING

PAVEMENT ELEVATION.

5. WASHED 1-1/2" CRUSHED ANGULAR STONE (TYPICAL).

6. EDGE OF EXISTING CONCRETE PAVEMENT.

7. NEW UNDERGROUND CONDUIT AND CONDUCTOR. REFER TO SHEET ES102.

8. UTILITY TRECH PATCH, SEE DETAILS ON SHEET CU501.

9. SANITARY SEWER CLENOUT.

10. SANITARY SEWER RISER TO MECHANICAL EQUIPMENT.

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

AND DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING WITH WORK.

BOL

FSV

FH

BOLLARD

FIRE HYDRANT

STAND PIPE

WATER VALVE

ELECTRIC SWITCH CABINET

POWER POLE

LIGHT POLE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

BUILDING

BURIED GAS LINE

FENCE, 6' HIGH CHAINLINK

PAVEMENT LINE

CONCRETE CURB

SIDEWALK

RIGHT-OF-WAY LINE

PROPERTY LINE

SECTION LINE

SYMBOLS

LINE TYPES

ECB

LEGEND

ABBREVIATIONS

C.I. CAST IRON

M.J. MECHANICAL JOINTC.A. CEMENT ASBESTOS

MH MANHOLE

EX. EXISTING

STORM SEWER MANHOLE

GV GATE VALVE

FH FIRE HYDRANT

RCB REINFORCED CONCRETE BOX CULVERT

I.E. INVERT ELEVATION

RCP REINFORCED CONCRETE PIPE

KEYNOTES 00

4/5/22

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

WM

AutoCAD SHX Text

PP

AutoCAD SHX Text S

AutoCAD SHX Text D

EL

EC

TR

IC

CA

BI

NE

T

PA

D

CWR

C W

R

EX. 10" C.I. M.J.

RISER WITH VALVE

EX. 10" C.I. M.J.

RISER WITH VALVE

EX. 16" C.A.

CONDENSER

WATER RETURN

(RECORD)

EX. 16" C.A.

CONDENSER

WATER SUPPLY

(RECORD)

10" C.I. M.J.

RISERS

9.5'

G G

G G G G G G G G G G G G G G G

G

G

G

G

G

G

G

METAL

GRATE

RAMP

METAL SHED

1-STORY BRICK

BUILDING

1-STORY METAL

BUILDING

EXISTING STONE WALL

ASPHALT PAVEMENT

EX. 5" STEEL

BOLLARD

EX. 5" STEEL

BOLLARD

DIRT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

M.H. 2A

SS SS SS SS SS SS SS

LINE "A"

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

STM

STM

STM

STM

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

" R

CP

S

TO

RM

S

EW

ER

CONCRETE CUT-OUT

FHGV

M.H. 2J

RIM: 1221.8

INVERTS NOT

LOCATED

M.H. 3A

RIM: 1221.64

I.E.: 1209.49 N (12") I.E.: 1209.74 S (12")

I.E.: 1209.35 SW (24")

" R

CP

S

AN

IT

AR

Y

SE

W

ER

4.3 9 L

F

0.

24" RCP SANITARY SEWER

6' X 5' RCB STORM SEWER

W W

W W

W W

W

WATER

METER

VAULT

12.2'

3'-0"

6'- 0"

6"3'-0"

PLAN SECTION

6 X 6 10 X 10

WELDED WIRE MESH

ELECTRIC PAD DETAIL

SCALE: 1" = 5'

0 5' 10' 15' 20'

CIVIL OVERALL UTILITY PLAN

Tr ue

No rth

1. EXISTING CONDITIONS BASED UPON VETERNS HEALTH ADMINISTRATION

RECORDS AND LAND SURVEY PERFORMED BY HALFF ASSOCIATES, INC.

DATED 11/18/2021.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING WITH WORK.

3. CONTROL POINTS ARE BASED ON CITY OF OKLAHOMA CITY CONTROL POINT

NUMBERS 234, 266 AND 486. CONTROL POINT 234 TO 236 USED AS BASIS OF

BEARING.

4. ALL BEARINGS ARE BASED FROM THE OKLAHOMA STATE COORDINATE

SYSTEM, NAD83 (2011), NORTH ZONE. AS DETERMINED BY GPS SURVEY

OBSERVATIONS CHECKED TO THE CITY OF OKLAHOMA CITY CONTROL. ALL

DISTANCES ARE GRID AND ADJUSTED BY FIELD MEASUREMENTS TO GROUND

DISTANCES IN US SURVEY FEET. ALL FIELD MEASUREMENTS AND ANGLES

APPLIED TO CONTROL POINTS WERE MADE WITH A TRIMBLE R10 GPS.

5. ALL ELEVATIONS OF CONTROL POINTS ARE BASED ON INITIAL ELEVATION OF

THE CITY OF OKLAHOMA CITY CONTROL POINT 234. ELEVATION BEING

1243.054 FEET, NAVD 88, GEOID 18.

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE CLINIC COOLING TOWER

00KEYNOTES

KEY PLAN

GENERAL NOTES

Revision:

0 100% BID DOCUMENTS SUBMITTAL 08/13/2021

KEY PLAN

NO SCALE

B

D

8 G

HW

C22

5 18

Tr ue

N or th

E

A

F

CT

03/07/2022 SGL AB

CU101

CT

CIVIL OVERALL UTILITY PLAN

KEYNOTES 00

BOL

FSV

FH

BOLLARD

FIRE HYDRANT

STAND PIPE

WATER VALVE

ELECTRIC SWITCH CABINET

POWER POLE

LIGHT POLE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

BUILDING

BURIED GAS LINE

FENCE, 6' HIGH CHAINLINK

PAVEMENT LINE

CONCRETE CURB

SIDEWALK

RIGHT-OF-WAY LINE

PROPERTY LINE

SECTION LINE

S

D

SYMBOLS

LINE TYPES

ECB

LEGEND

ABBREVIATIONS

C.I. CAST IRON

M.J. MECHANICAL JOINTC.A. CEMENT ASBESTOS

MH MANHOLE

EX. EXISTING

STORM SEWER MANHOLE

GV GATE VALVE

FH FIRE HYDRANT

RCB REINFORCED CONCRETE BOX CULVERT

I.E. INVERT ELEVATION

RCP REINFORCED CONCRETE PIPE

1. NEW SANITARY SEWER SERVICE LINE, SEE SHEET CU301.

2. ABOVE GRADE CHILLED WATER SUPPLY PIPING. REFER TO MECHANICAL

PLAN MS101.

3. ABOVE GRADE CHILLED WATER RETURN PIPING. REFER TO MECHANICAL

PLAN MS101.

4. NEW ELECTRIC CABINET AND CONCRETE PAD.

5. SANITARY SEWER CLEANOUT.

6. ABOVE GRADE SANITARY SEWER PIPING. REFER TO MECHANICAL PLAN

MS101.

7. 4" SANITARY SEWER RISER, REFER TO MECHANICAL SHEET MS101.

8. NEW UNDERGROUND CONDUIT AND CONDUCTOR. REFER TO SHEET ES102.

4/5/22

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

WM

AutoCAD SHX Text

PP

EX. 16" C.A.

CONDENSER

WATER RETURN

(RECORD)

EX. 16" C.A.

CONDENSER

WATER SUPPLY

(RECORD)

SS-3

4" CLEANOUT

STA: 0+12.19

RIM: 1222.71

N: 176321.353 E: 2118311.691

SS STRC 1

12" X 4" TAPPING SLEEVE

STA: 0+00.00

RIM: 1222.20

N: 176321.382 E: 2118323.875

SS-2

4" VERT. 45° BEND

STA: 0+07.75

RIM: 1222.13

N: 176321.362 E: 2118316.125

4.43 LF OF

4" PVC @ 2.08%

.26

LF

O

F

" R

CP

0.

7.75 LF OF

4" PVC @ 100.00%

EX

. 7

5.

L F

O F

" R

C P

.7 0%

CWS

EL

EC

TR

IC

CA

BI

NE

T

PA

D

CWR

C W

R

E

E

E

E

G G

G G G G G G G G G G G G G G G

G

G

G

G

G

G

G

METAL

GRATE

RAMP

METAL SHED

1-STORY BRICK

BUILDING

1-STORY METAL

BUILDING

EXISTING STONE WALL

ASPHALT PAVEMENT

EX. 5" STEEL

BOLLARD

DIRT

CONCRETE PAVEMENT

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

ST

M

" R

CP

S

TO

RM

S

EW

ER

FHGV

W

WATER

METER

VAULT

ESC

SS 4

4" X 4" VERT. BEND

STA: 0+21.68

RIM: 1223.50

N: 176321.327 E: 2118302.201

9.49 LF OF

4" PVC @ 2.08%

SS

12.2'

SS SS

EL

EV

AT

IO

N

EL

EV

AT

IO

N

STATION

Align-SSWR-1 PROFILE

0+000+200+40

SS

S

TR

C

" X 4"

T

AP

PI

NG

S

LE

EV

E

ST

A:

0+

.00 , R

IM

: 1

2.2

IN

V

IN

: 1

9.8 3 (

" N

IN

V

IN

: 1

0.1 7 (

4" W

IN

V

OU

T:

.83

(1 2"

S

CU

T:

.4'

7.75 LF 4"

PVC @

100.00%

SS

-2

4" V

ER

T.

° B

EN

D

ST

A:

0+

.75 , R

IM

: 1

2.1

IN

V

IN

: 1

7.9 2 (

4" W

IN

V

OU

T:

.92

(4 " E

CU

T:

4.

2'

4.43 LF 4"

PVC @ 2.08%

SS

-3

4" C

LE

AN

OU

T

ST

A:

0+

.19 , R

IM

: 1

2.7

IN

V

IN

: 1

8.0 1 (

4" W

IN

V

OU

T:

.01

(4 " E

CU

T:

4.

7'

9.49 LF 4"

PVC @ 2.08%

SS

4" X

4" V

ER

T.

B

EN

D

ST

A:

0+

.68

, R

IM

: 1

3.5

IN

V

OU

T:

.21 (4

" E

CU

T:

5.

3'

TOP 6" THICK

CONCRETE SLAB

EL: 1223.50

4.3 5'

EX

. 1

6" C

A

ST

A:

0+

.22

T.

O.

P.

E

L:

.58

FI

EL

D

VE

RI

FY

LO

CA

TI

ON

BE

FO

RE

C

ON

ST

RU

CT

IO

N

MIN. 6" CLR. W/

CONCRETE CRADLE

OVER EX. 16" CA

6" THICK

ASPHALTIC

CONCRETE

PAVEMENT

FLOWABLE

FILL

GENERAL

BACKFILL

SCALE: 1" = 5'

0 5' 10' 15' 20'

SANITARY SEWER PLAN & PROFILE

Tr ue

No rth

1. EXISTING CONDITIONS BASED UPON VETERNS HEALTH ADMINISTRATION

RECORDS AND LAND SURVEY PERFORMED BY HALFF ASSOCIATES, INC.

DATED 11/18/2021.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT

ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING WITH WORK.

3. CONTROL POINTS ARE BASED ON CITY OF OKLAHOMA CITY CONTROL POINT

NUMBERS 234, 266 AND 486. CONTROL POINT 234 TO 236 USED AS BASIS OF

BEARING.

4. ALL BEARINGS ARE BASED FROM THE OKLAHOMA STATE COORDINATE

SYSTEM, NAD83 (2011), NORTH ZONE. AS DETERMINED BY GPS SURVEY

OBSERVATIONS CHECKED TO THE CITY OF OKLAHOMA CITY CONTROL. ALL

DISTANCES ARE GRID AND ADJUSTED BY FIELD MEASUREMENTS TO GROUND

DISTANCES IN US SURVEY FEET. ALL FIELD MEASUREMENTS AND ANGLES

APPLIED TO CONTROL POINTS WERE MADE WITH A TRIMBLE R10 GPS.

5. ALL ELEVATIONS OF CONTROL POINTS ARE BASED ON INITIAL ELEVATION OF

THE CITY OF OKLAHOMA CITY CONTROL POINT 234. ELEVATION BEING 1243.054

FEET, NAVD 88, GEOID 18.

6. SEE PROJECT SPECIFICATIONS 31 20 00 EARTH MOVING, 31 23 23.33 FLOWABLE

FILL, AND 33 30 00 SANITARY SEWER UTILITIES FOR EXCAVATION, PIPE

BEDDING, BACKFILL, SHORING, SHEETING SPECIFICATIONS.

7. SEE PROJECT SPECIFICATION SECTION 01 57 19 , TEMPORARY

ENVIRONMENTAL CONTROLS FOR EROSION AND SEDIMENT CONTROLS.

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE CLINIC COOLING TOWER

00KEYNOTES

KEY PLAN

GENERAL NOTES

Revision:

0 100% BID DOCUMENTS SUBMITTAL 08/13/2021

KEY PLAN

NO SCALE

B

D

8 G

HW

C22

5 18

Tr ue

N or th

E

A

F

CT

1. ABOVE GRADE SANITARY SEWER PIPING. REFER TO MECHANICAL PLAN

MS101.

2. ABOVE GRADE CHILLED WATER SUPPLY PIPING. REFER TO MECHANICAL

PLAN MS101.

3. ABOVE GRADE CHILLED WATER RETURN PIPING. REFER TO MECHANICAL

PLAN MS101.

4. NEW ELECTRIC CABINET AND CONCRETE PAD.

5. CONTRACTOR TO PROVIDE ASPHALT SAWCUT AND PATCH FOR UTILITY

TRENCH (12' X 15' +/-).

03/07/2022 SGL AB

CU301

CT

SANITARY SEWER PLAN & PROFILE

KEYNOTES 00

BOL

FSV

FH

BOLLARD

FIRE HYDRANT

STAND PIPE

WATER VALVE

ELECTRIC SWITCH CABINET

POWER POLE

LIGHT POLE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

BUILDING

BURIED GAS LINE

FENCE, 6' HIGH CHAINLINK

PAVEMENT LINE

CONCRETE CURB

SIDEWALK

RIGHT-OF-WAY LINE

PROPERTY LINE

SECTION LINE

S

D

SYMBOLS

LINE TYPES

ECB

LEGEND

ABBREVIATIONS

C.I. CAST IRON

M.J. MECHANICAL JOINTC.A. CEMENT ASBESTOS

MH MANHOLE

EX. EXISTING

STORM SEWER MANHOLE

GV GATE VALVE

FH FIRE HYDRANT

RCB REINFORCED CONCRETE BOX CULVERT

I.E. INVERT ELEVATION

RCP REINFORCED CONCRETE PIPE

THIS SHEET

4/5/22

AutoCAD SHX Text C

AutoCAD SHX Text

WM

AutoCAD SHX Text

PP

VEG 21.10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

635-21-117

921 NE 13TH ST OKLAHOMA CITY, OK 73104

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

REPLACE CLINIC COOLING TOWER

Revision:

0 100% BID DOCUMENTS SUBMITTAL 08/13/2021

03/07/2022 SGL AB

CU501

CT

CIVIL SANITARY SEWER DETAILS

SCALE: NO SCALE

SEWER LINE TRENCH & BEDDING DETAIL

SCALE: NO SCALE

SERVICE CONNECTION DETAIL

45 BEND

TRENCH

TEE FITTING FOR NEW

CONSTRUCTION,

TAPPING SADDLE

WYE OR TEE FOR

CONNECTION TO

EXISTING MAINS.

CRUSHED STONE

NOTES:

1. TRACER WIRE (NOT SHOWN) IS REQUIRED.

2. RUBBER SADDLES ARE NOT ALLOWED.

3. NO HOLES FOR NEW CONNECTIONS SHALL BE MADE BY HAMMERING, REGARDLESS OF THE

EXISTING SEWER MAIN PIPE MATERIAL.

4. ALL HOLES FOR NEW CONNECTIONS TO EXISTING PIPE SHALL BE MADE BY CORING AND

INSTALLING A PREFABRICATED SANITARY SEWER SADDLE WYE OR TEE, IN WHICH CASE, THE NEW FITTING SHALL BE AFFIXED TO THE EXISTING SEWER MAIN BY MEANS OF A WATERTIGHT RUBBER COUPLING WITH 2 STAINLESS STEEL BANDS, ALL OF WHICH SHALL BE CONCRETE ENCASED PER

THE REQUIREMENTS SHOWN ON THE DETAIL ABOVE.

SEWER MAIN 8" DIA.

OR GREATER

3/4" CLEAN ROCK OR

APPROVED ROCK

BEDDING FULL

LENGTH OF PIPE

45°

MAX

WATERTIGHT RUBBER

TRANSITION COUPLING WITH

2 STAINLESS STEEL BANDS

4" OR 6" PVC

SERVICE LINE

MIN GRADE

1/4" PER FT.

EXISTING OR

PROPOSED

SERVICE LINE

CONCRETE COLLAR 12" LONG & 4" MIN. COVER

AROUND PIPE. USE FIBER REINFORCED CONCRETE

OR REINFORCED CONCRETE. (#4 BARS)

EXISTING

GROUND

PAVEMENT REPAIR & 3/4" CRUSHED

STONE BACKFILL WHEN UNDER

STREET OR DRIVES.

TRENCH WIDTH

O.D. + 2'-0"

FINISHED TRENCH IN DIRT

SHALL BE BACKFILLED WITH

6" TOPSOIL & SODDED

ABOVE COMPACTED

ORDINARY BACKFILL.

EXISTING GRADE

CONTRACTOR SHALL

FOLLOW OSHA

REQUIREMENTS FOR

SHORING & CONFINED

SPACE ENTRY.

NOTE:

FOR SANITARY SEWER LATERAL PIPES USE 3/4" CLEAN ROCK OR APPROVED EQUIVALENT

UNDER THE FULL LENGTH OF THE INSTALLED PIPE.

4" M

IN

1'-0"

USE 6" BEDDING THICKNESS

UNDER PIPE IF IN SOLID ROCK

COMPACTED GRANULAR

BEDDING & BACKFILL

2'

MI

N.

6"

O.D.COMPACTED BACKFILL

PVC RISER (TYP)

2° ELBOW (TYP)

INVERT AS SHOWN ON

PLANS AND PROFILES

45° WYE

PVC FITTINGS WITH WATERTIGHT ELASTOMERIC SEALS

SCALE: NO SCALE

UNDERDRAIN ONE-WAY CLEAN-OUT DETAIL

THREADED PLUG

FINISHED GRADE

ADJUSTABLE PVC CLEANOUT

FOR PVC WITH BOLTED 6 1/2"

NICKEL BRONZE COVER

ELEVATION PER PLAN

ADJUST TO FINISHED GRADE

THREADED CAP

TRACER WIRE

CONCRETE COLLAR

OR PAVEMENT

SCALE: NO SCALE

TYPE 1 UTILITY TRENCH PATCH

SCALE: NO SCALE

UTILITY TRENCH PATCH NOTES

4/5/22

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text [305mm]

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

ABC 100% MIN. COMPACTION

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text %%uGENERAL NOTES

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE. 2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION 31 20 11 EARTHWORK OR SECTION 31 23 23.33 FLOWABLE FILL. 3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11. 4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. 5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16. 6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 05 23. 7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16. 8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16 FOR THE TYPE SPECIFIED. 9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16 FOR THE TYPE SPECIFIED. 10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 05 23. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS: PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL LENGTH DOWEL SPACING DOWEL SPACING 6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] #5 [No. 16] 12" [305mm] 18" [455mm] 12" [305mm] 18" [455mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] #6 [No. 19] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] #8 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm] #10 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER. 12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY. 13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

NOTES:

1. TABULATED VALUES ARE BASED ON A MINIMUM YIELD STRENGTH OF 60,000 PSI. LENGTHS ARE IN INCHES.

2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318.

3. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING

MINIMUM CODE REQUIREMENTS.

4. LAP SPLICE LENGTHS (MINIMUM OF 12 INCHES) ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS B = 1.3 ℓd. WHEN

DETERMINING THE LAP SPLICE LENGTH, ℓd IS CALCULATED WITHOUT THE 12-INCH MINIMUM OF ACI.

BAR SIZE

CONCRETE REINFORCING LAP SPLICE SCHEDULE (IN)

f' = 3000 PSIc f' = 4000 PSIc f' = 5000 PSIc f' = 6000 PSIc

#3

#4

#5

#6

#7

#8

#9

#10

#11

28 22

37 29

47 36

56 43

81 63

93 72

105 81

118 91

131 101

24 19

32 25

40 31

48 37

70 54

80 62

91 70

102 79

113 87

22 17

29 22

36 28

43 33

63 49

72 55

81 63

91 70

101 78

20 15

26 20

33 25

40 31

58 44

66 51

74 57

83 64

93 71

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

CONCRETE COVER SCHEDULE

NOTES:

1. MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS

FOLLOWS: (RE: ACI 318 LATEST EDITION FOR CONDITIONS NOT NOTED). DIMENSIONS FOR

BAR PLACEMENT GIVEN IN SECTIONS AND DETAILS SHALL SUPERSEDE MINIMUM COVER

REQUIREMENTS GIVEN HERE.

2. PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE

PROTECTION SPECIFIED

CONCRETE EXPOSURE MEMBER REINFORCEMENT COVER (IN)

CAST AGAINST AND PERMANENTLY

IN CONTACT WITH GROUND

EXPOSED TO WEATHER OR IN

CONTACT WITH THE GROUND

NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND

ALL

ALL

SLABS, JOISTS, AND WALLS

BEAMS, COLUMNS, PEDESTALS,

AND TENSION TIES

ALL 3

#5 BAR & SMALLER

#14 & #18 BARS

#6 THRU #18 BARS

#11 BAR & SMALLER

PRIMARY

REINFORCEMENT,

STIRRUPS, TIES,

SPIRALS & HOOPS

1 1/2

1 1/2

3/4

1 1/2

#6

#7

#8

#10

#11

#9

HOOK DEVELOPMENT LENGTH

ℓdh (INCHES)

STANDARD HOOKS IN

TENSION PER ACI 318

BAR SIZE

#5

#4

#3 f'c=4000 PSI

NOTES:

1. CONCRETE IS NORMAL WEIGHT CONCRETE. FOR

LIGHTWEIGHT CONC MULTIPLY VALUES BY 1.33.

2. BAR YIELD STRENGTH, Fy = 60 KSI.

3. SIDE COVER REQUIREMENTS OF ACI 318 ARE

ASSUMED TO BE MET.

4. TIE OR STIRRUP REQUIREMENTS OF ACI 318 ARE

ASSUMED TO BE MET.

5. REDUCTION FOR EXCESS REINFORCEMENT IS NOT

TAKEN.

6. HOOK DEVELOPMENT LENGTH IS VALID FOR 180°

HOOKS ALSO.

7. ℓext PER ACI 318 TABLE 25.3.1

STANDARD CONCRETE HOOK SCHEDULE

f'c=3000 PSI

LENGTH, ℓdh

HOOK DEVELOPMENT

P E

R A

C I 3 ℓe xt ℓext

32 4 5 6 7 8 9

E

T ru e N o rt h

KEY PLAN

NO SCALE

B

D

G

HW

C

5 18

E

A

F

CT

00KEYNOTES

KEY PLAN

GENERAL NOTES

VEG 21.10

VA FORM 08 - 6231

A

F ile

P a th

B

C

D

E

F

A

B

C

D

E

F

1 10

321 4 5 6 7 8 9 10

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.CO

M

100% CONSTRUCTION

DOCUMENTS

635-21-117 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

Project Director

Issued: Date:

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP:

REPLACE CLINIC COOLING TOWERSTRUCTURAL ABBREVIATIONS,

LEGENDS, AND NOTES

921 NE 13TH ST OKLAHOMA CITY, OK 73104

04/05/22 UJE NJ

S-001

SYM.

# NUMBER

()" INCH OR INCHES

()' FOOT OR FEET

()° DEGREE

= EQUAL

CL CENTERLINE

CL() CHANNEL

HSS() HOLLOW STRUCTURAL SECTION

K() OPEN WEB STEEL JOIST

L() ANGLE

LL() DOUBLE ANGLE

MC() MISCELLANEOUS CHANNEL

S() AMERICAN STANDARD PIPE

W() WIDE FLANGE

WT() STRUCTURAL TEE

A

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE

INSTITUTE

ADDL ADDITIONAL

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT OR

ARCHITECTURAL(S)

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AT/FP ANTI-TERRORISM/FORCE

PROTECTION

B

B/ BOTTOM OF

BF BOTH FACES

BLDG BUILDING

BLK BLOCK

BM BEAM

BP BASE PLATE OR BEARING PLATE

BRG BEARING

BS BOTH SIDES

BT BENT PLATE

BTR BETTER

BTWN BETWEEN

C

C-C CENTER TO CENTER

CF CUBIC FOOT OR CUBIC FEET

CFS COLD FORMED STEEL

CHAM CHAMFER

CIP CAST IN PLACE

CJ CONTROL

JOINT/CONSTRUCTION JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPOSITE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATION

CRSI CONCRETE REINFORCING

STEEL INSTITUTE

D d DISTANCE

DB DECK BEARING

db BAR DIAMETER

DBE DECK BEARING ELEVATION

DBL DOUBLE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DT DOUBLE TEE

DTL DETAIL

DWG(S) DRAWING(S)

DWL DOWEL

E

(E) EXISTING

EA EACH

EF EACH FACE

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

ENGR ENGINEER

EOR ENGINEER OF RECORD

STRUCTURAL ABBREVIATIONS

1. THE CONSTRUCTION DOCUMENTS CONSIST OF THE DRAWINGS, PROJECT SPECIFICATIONS, ADDENDA ISSUED PRIOR TO

EXECUTION OF THE CONTRACT, OTHER DOCUMENTS LISTED IN THE AGREEMENT AND MODIFICATIONS ISSUED VIA SUPPLEMENT

INSTRUCTION.

2. THE CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS AND/OR THESE GENERAL STRUCTURAL NOTES, THE MORE STRINGENT PROVISION SHALL CONTROL UNLESS DIRECTED OTHERWISE IN WRITING

BY THE STRUCTURAL ENGINEER.

3. THE STRUCTURAL GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS.

4. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND IMPLEMENTING THE NECESSARY PRECAUTIONS TO MAINTAIN AND

ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.

5. TEMPORARY BRACING, SHEETING, SHORING, ETC, REQUIRED TO ENSURE THE STRUCTURAL INTEGRITY/STABILITY OF EXISTING BUILDINGS, SIDEWALKS, UTILITIES, ETC, DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR.

6. IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. M/E/P/F COORDINATION:

A. THE FOLLOWING ARE NOT SPECIFICALLY, NOR GENERALLY INDICATED ON THE STRUCTURAL DRAWINGS:

a. ANCHORS, HANGERS, AND SUPPORTS FOR EQUIPMENT, PIPING, AND UTILITIES

b. SLEEVES OR BLOCK-OUTS FOR PASSAGE OF DUCTWORK, PIPING, DRAINS, CONDUIT, ETC.

B. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS PRIOR TO THE FABRICATION OR ERECTION

OF STRUCTURE.

C. PENETRATIONS OF STRUCTURAL MEMBERS ARE SUBJECT TO APPROVAL BY THE ENGINEER.

8. DIMENSIONS AND INSTALLATION DETAILS OF PURCHASED EQUIPMENT MUST BE VERIFIED AND COORDINATED WITH THE SUPPORTING STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS FROM SUBCONTRACTORS AND EQUIPMENT SUPPLIERS ALONG WITH COORDINATING THE LOCATIONS AND DETAILS FOR THESE ITEMS PRIOR TO FABRICATION OR ERECTION OF THE SUPPORTING STRUCTURE. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY THE EQUIPMENT INSTALLER. ANY CONFLICTS BETWEEN THESE ITEMS AND THE BUILDING STRUCTURE IS TO BE BROUGHT TO THE

ATTENTION OF THE ENGINEER FOR RESOLUTION.

9. THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL FEATURES, UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ON PLANS AND DETAILS ARE TO GOVERN THE STRUCTURAL WORK. THE CONTRACTOR IS TO REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS NOT PROVIDED. DIMENSIONAL CONFLICTS IN THE DOCUMENTS

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

10. WORK NOT INDICATED ON A PART OF THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING LOCATIONS, IS TO BE REPEATED.

11. ANY EXISTING CONSTRUCTION INFORMATION SHOWN IS BASED UPON EXISTING BUILDING DOCUMENTS AND/OR FROM FIELD OBSERVATION. THE INFORMATION CONTAINED HEREIN MAY REQUIRE ADJUSTMENTS AND/OR MODIFICATIONS TO CONFORM TO EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING BUILDING INFORMATION SHOWN (DIMENSIONS, ELEVATIONS, ETC) AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATION OF ANY STRUCTURAL

COMPONENT.

12. DETAILS DESIGNATED AS “TYPICAL DETAILS,” APPLY GENERALLY TO THE DRAWINGS IN AREAS WHERE CONDITIONS ARE SIMILAR

TO THOSE DESCRIBED IN THE DETAILS.

13. SHOP DRAWINGS:

A. SHOP DRAWINGS FOR ALL MATERIALS ARE TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO THE START OF

FABRICATION OR COMMENCEMENT OF WORK< PER THE PROJECT SPECIFICATIONS>.

B. SHOP DRAWINGS MUST BE CHECKED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMISSION. THE CONTRACTOR’S STAMP OF APPROVAL WILL CONSTITUTE CERTIFICATION THAT HE HAS VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS, AND SIMILAR DATA; AND HAS CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.

C. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS, PREPARED BY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR DISTRIBUTOR. REPRODUCTION OF STRUCTURAL CONSTRUCTION DOCUMENTS AS ERECTION PLANS OR DETAILS WILL NOT

BE PERMITTED AND WILL BE REJECTED WITHOUT REVIEW.

D. CHANGES TO SHOP DRAWINGS THAT ARE RE-SUBMITTED MUST BE CLOUDED OR SOMEHOW INDICATE THAT A CHANGE HAS

BEEN MADE TO PREVIOUSLY ISSUED AND REVIEWED DRAWING.

E. THE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH WRITTEN NOTICE OF DEVIATIONS OF ANY TYPE FROM THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE NOTICE MUST BE RECEIVED PRIOR TO SHOP DRAWING SUBMITTAL. THE CONTRACTOR REMAINS LIABLE FOR ANY DEVIATION UNLESS REVIEWED BY THE ENGINEER AND

ACKNOWLEDGED IN WRITING, PRIOR TO THE RECEIPT OF THE SHOP DRAWINGS.

14. THE GENERAL CONTRACTOR SHALL REPORT PROGRESS OF WORK TO ENGINEER OF RECORD.

15. THE CONSTRUCTION DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED

OTHERWISE.

16. INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODES AND REFERENCED STANDARDS. ASTM, ASCE, <IBC RFP>, <UFC> AND OTHER STANDARDS SHALL BE PER THE EDITIONS INDICATED IN THE <IBC RFP>, OR AS AMENDED TO LATEST DATE IF NOT SO INDICATED.

17. OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ENGINEER OF RECORD SHALL NOT BE CONSTRUED AS INSPECTION OR APPROVAL OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS PROVIDED FOR THIS PROJECT [<IN THE SPECIFICATIONS><UNDER SEPARATE COVER>].

18. COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH

THE ENGINEER OF RECORD.

19. NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR

DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW.

20. STAIRS SHALL BE PER THE ARCHITECTURAL DRAWINGS.

21. ELEVATOR MACHINERY SUPPORT BEAMS, GUIDE RAILS, SUPPORTS, ETC., SHALL BE SUPPLIED BY THE ELEVATOR MANUFACTURER. ALL LOADS IMPOSED BY THE ELEVATOR ONTO THE STRUCTURE SHALL BE DETERMINED BY THE ELEVATOR MANUFACTURER AND SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS SUBMITTED FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF THESE LOADS. COORDINATE WITH THE ENGINEER OF RECORD.

GENERAL STRUCTURAL NOTES

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

ETC ET CETERA

EW EACH WAY

EXC EXCAVATE OR EXCAVATION

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

FD FLOOR DRAIN

FDN FOUNDATION

FF FAR FACE

FIN FINISHED

FL FLOOR

FS FAR SIDE

FT FOOT OR FEET

FTG FOOTING

FULL

PEN

FULL PENETRATION WELD

fy STEEL YIELD STRENGTH

G

GA GAGE OR GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GR GRADE

GSN GENERAL STRUCTURAL NOTES

H

Hef EFFECTIVE EMBEDMENT

HORIZ HORIZONTAL

HP HIGH POINT

HSA HEADED STUD ANCHOR

HT HEIGHT

I

I.E. IN OTHER WORDS

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE(D)(ING), INCLUSIVE

INFO INFORMATION

INT INTERIOR

ISO JT ISOLATION JOINT

J

JB JOIST BEARING

JST JOIST

JT JOINT

K

K KIP(S)

KB KNEE BRACE

KCF KIPS PER CUBIC FOOT

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L

L LENGTH

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUTSTANDING

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LSL LAMINATED STRAND LUMBER

LVL LAMINATED VENEER LUMBER

ℓd DEVELOPMENT LENGTH ℓdh HOOK DEVELOPMENT LENGTH ℓext STRAIGHT EXTENSION

M

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL(S)

MEP MECHANICAL, ELECTRICAL, AND

PLUMBING

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MASONRY PIER

N

N NORTH

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OHNG OVERHANG

OPNG OPENING

OPP

HAND

OPPOSITE HAND

P

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PEN PENETRATION

PERM PERMANENT

PL PLATE

PLF POUNDS PER LINEAR FOOT

PROJ PROJECTION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PVMT PAVEMENT

Q

QTY QUANTITY

R

RAD RADIUS OR RADII

RE: REFER TO

REF REFERENCE

REINF REINFORCEMENT/REINFORCING

REQD REQUIRED

REV REVISION OR REVISE

RTU ROOF TOP UNIT

S

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SHT SHEET

SIM SIMILAR

SJ SLAB CONTROL JOINT

SL SLOPE(D) OR SLOPING

SLO SHORT LEG OUTSTANDING

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SP SPACE(S)

SPA SPACES OR SPACING

SPEC SPECIFICATIONS

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SW SHEAR WALL

T

T THICKNESS

T&B TOP AND BOTTOM

T&S TEMPERATURE AND SHRINKAGE

T/ TOP OF

TEMP TEMPORARY

THD THREAD(ED)

THK THICKNESS

THRU THROUGH

TMS THE MASONRY SOCIETY

TRANS TRANSVERSE

TSF TONS PER SQUARE FOOT

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

V

VERT VERTICAL

VIF VERIFY IN FIELD

W

W WIDTH

W/ WITH

W/O WITHOUT

WL WIND LOAD

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE

REINFORCEMENT

1. GOVERNING BUILDING CODES

A. IBC 2018 INTERNATIONAL BUILDING CODE WITH OKLAHOMA CITY AMENDMENTS

B. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

2. WIND DESIGN CRITERIA

A. ULTIMATE WIND SPEED (Vult) 121 MPH B. NOMINAL DESIGN WIND SPEED (Vasd) 95 MPH

C. EXPOSURE CATEGORY B

3. SEISMIC DESIGN CATEGORY

A. RISK CATEGORY IV

B. SEISMIC IMPORTANCE FACTOR (le) 1.25

C. SITE CLASS C

D. SEISMIC DESIGN CATEGORY C

E. SHORT PERIOD SPECTRAL ACCELERATION (Ss) 0.309

F. ONE SECOND SPECTRAL ACCELERATION (S1) 0.081

G. SHORT PERIOD RESPONSE ACCELERATION (Sds) 0.268 H. ONE SECOND RESPONSE ACCELERATION (Sd1) 0.081 I. SEISMIC RESPONSE COEFFICIENT (Cs) 0.1236

J. SEISMIC RESISTING SYSTEM ORDINARY CONCENTRICALLY BRACED FRAMES

K. RESPONSE MODIFICATION FACTOR (R) 3.25

L. OVERSTRENGTH FACTOR (Ω0) 2.0

M. DEFLECTION AMPLIFICATION FACTOR (Cd) 3.25

N. ANALYSIS METHOD EQUIVALENT LATERAL FORCE PROCEDURE

4. DEAD LOAD BASIS OF DESIGN:

A. BALTIMORE AIRCOIL COMPANY COOLING TOWER

MODEL XES3E-1424-07N-2/SDY 78,410 LBS OPERATING WEIGHT

5. LIVE LOADS

A. MECHANICAL 150 PSF

6. SNOW LOADS

A. GROUND SNOW LOAD (Pg) 10 PSF B. FLAT ROOF SNOW LOAD (Pf) 12 PSF C. SNOW IMPORTANCE FACTOR (Is) 1.20 D. SNOW EXPOSURE FACTOR (Ce) 1.0 E. SNOW THERMAL FACTOR (Ct) 1.2

7. CONSTRUCTION LOADS

A. NOT TO EXCEED THE DESIGN LIVE LOADS.

8. FOUNDATION DESIGN CRITERIA

A. ALLOWABLE SKIN FRICTION FOR PIERS 2 KSF

B. ALLOWABLE END BEARING PRESSURE FOR PIERS 20 KSF

C. FROST BEARING DEPTH 18 INCHES

DESIGN CRITERIA

1. REINFORCED CONCRETE WORK IS TO BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF:

A. ACI 301 (LATEST EDITION), "SPECIFICATIONS FOR STRUCTURAL CONCRETE".

B. ACI 318 (2014), "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", EXCEPT AS MODIFIED BY THE IBC.

C. ACI 347 (LATEST EDITION), "GUIDE TO FORMWORK FOR CONCRETE".

2. MIXING, TRANSPORTING, PLACING AND TESTING OF CONCRETE IS TO BE DONE IN ACCORDANCE WITH ACI 301.

3. PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR MUST SUBMIT CONCRETE MIX DESIGNS FOR EACH TYPE OF CONCRETE TO BE USED, PREPARED IN ACCORDANCE WITH THE SPECIFICATIONS TO THE ENGINEER FOR REVIEW.

4. CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) AS INDICATED ON THE CONCRETE

MATERIALS SCHEDULE ON DRAWING <S-004>.

5. THE SLUMP AT POINT OF PLACEMENT IS NOT TO EXCEED 4”+/-1” AND THE WATER/CEMENT RATIO IS NOT TO EXCEED 0.45. IF ADDITIONAL SLUMP (UP TO 8”) IS DESIRED FOR PUMPING, A SUPER-PLASTICIZER ADMIXTURE MAY BE ADDED.

6. CONCRETE EXPOSED TO WEATHER AND FREEZE/THAW SHALL HAVE AN AIR CONTENT FROM 5% TO 7% IN ACCORDANCE WITH

ACI RECOMMENDATIONS. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260.

7. CONCRETE TO BE NORMAL WEIGHT CONCRETE (150 PCF) WITH CEMENT CONFORMING TO ASTM C150 TYPE I.

8. HOOKED BARS TO HAVE STANDARD ACI HOOKS UNLESS NOTED OTHERWISE.

9. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT.

10. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO ENSURE THE FOLLOWING ITEMS ARE INSTALLED, COORDINATED, AND PROVIDED FOR AS REQUIRED BY EQUIPMENT MANUFACTURERS, AND AS SHOWN ON THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS: SLEEVES, INSERTS, MECHANICAL OPENINGS, CONDUITS, PIPES, RECESSES, DEPRESSIONS, CURBS, AND OTHER EMBEDDED ITEMS TO BE PROVIDED.

A. ANCHOR BOLTS,RODS, AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE.

11. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO 1/4"

AMPLITUDE PRIOR TO CASTING ADJACENT POUR.

12. GROUT SOLID AROUND ALL JOIST AND BEAM BEARING POCKETS, TYPICAL UNLESS NOTED OTHERWISE.

13. LEVELING GROUT TO BE NON-SHRINK, FACTORY PREMIXED GROUT IN ACCORDANCE WITH ASTM C1107, HAVING A MINIMUM

COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 PSI.

14. ANCHOR RODS TO BE ASTM F1554 Fy=36 KSI MINIMUM, <GALVANIZED,> UNLESS NOTED OTHERWISE. <DIAMETER AND LOCATIONS SHALL BE AS INDICATED ON THE PRE-ENGINEERED METAL BUILDING DRAWINGS (BY OTHERS). ANCHOR ROD

EMBEDMENT SHALL BE AS INDICATED ON THESE STRUCTURAL DRAWINGS.>

A. ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR PER

MANUFACTURER’S RECOMMENDATIONS.

REINFORCED CONCRETE NOTES

REINFORCING STEEL - CONCRETE NOTES

1. REINFORCING STEEL SHALL BE DEFORMED BARS AND SHALL CONFORM TO ASTM A615 GRADE 60, WITH A DESIGN YIELD

STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW.

A. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A706 GRADE 60, "LOW-ALLOY STEEL".

B. REINFORCING TO BE WELDED SHALL BE ASTM A706 GRADE 60, "LOW-ALLOY STEEL".

2. MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED STRENGTH OF THE BAR.

3. REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT

AFFECT OR IMPAIR BOND.

4. BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY

NOTED FOR THE FIELD. DO NOT UN-BEND OR RE-BEND A PREVIOUSLY BENT BAR.

5. NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX ELECTRODES AND ASTM A706

REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS.

6. CODES AND STANDARDS:

A. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE".

B. AMERICAN CONCRETE INSTITUTE, ACI 315 (OR SP-66) "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".

7. REINFORCING SHALL BE DETAILED, FABRICATED, BOLSTERED, AND SUPPORTED PER ACI 315.

8. SPLICES IN CONTINUOUS REINFORCING IN CONCRETE SHALL BE PER THE CONCRETE REINFORCING LAP SPLICE SCHEDULE.

9. REINFORCING STEEL SHALL HAVE COVER PER THE CONCRETE COVER SCHEDULE.

10. REINFORCING STEEL SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS, STIRRUPS, OR CHAIRS SHALL BE PROVIDED BY THE CONTRACTOR FOR SUPPORT OF ALL BARS WHERE

NECESSARY DURING CONSTRUCTION.

CONCRETE MATERIALS SCHEDULE

STRUCTURAL

ELEMENT

MIN f'c 28 DAYS

(PSI)

MAX

WATER/CEMENT

RATIO AGGREGATE AIR CONTENT REMARKS

WALLS 4000 0.45 #57 2%

FOOTINGS 3000 0.45 #57 EXT 5-7%

INT 2%

INTERIOR SLABS 4000 0.45 #57 2%

EXTERIOR SLABS 4000 0.45 #57 5-7%

<LIGHTWEIGHT>

COMP FLOOR DECK

4000 0.45 #57 2% DESIGN DENSITY=110 PCF

04/05/2022

A

B

C

SF3111

SF311

SF311

SF311

7" 14'-11 1/2" 7"

1'-0"

TYP

3'-0"

T Y

P

3' -0

1'

-0

1'-0"

1' -0

5"

5"

5"

7"

'-9

/2

'-9

/2

7"

HSS4X

4X

1/4

BP2 HSS4X

4X

1/4

BP2

HSS4X

4X

1/4

BP1 HSS4X

4X

1/4

BP1

HSS4X

4X

1/4

BP2 HSS4X

4X

1/4

BP2

CONC SLAB,

SEE…