Am_0007-Drawings.pdf

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APRON AREAHANGAR DOCK 60 ASPHALT ISLAND AIRFIELD TAXILANE SHOULDER GRASS

EXISTING JOINTS

SEE NOTE 4 ON CD520

EXISTING PCC

TO BE REMOVED

EXISTING ASPHALT

TO BE REMOVED

EXISTING PCC

TO BE REMOVED

EXISTING ASPHALT

TO BE REMOVED

EXISTING SUBGRADE

SEE NOTE 3 ON CD522

CD501

K11

CD501

K11

CD501

K6

CD501

F1

EXISTING BASE COURSE

SEE NOTE 2 ON CD522

EXISTING BASE COURSE

SEE NOTE 2 ON CD522

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DOCK 63 ACCESS APRONHANGAR DOCK 60 TAXILANE SHOULDER GRASS

EXISTING JOINTS

SEE NOTE 4 ON CD520

EXISTING PCC

TO BE REMOVED

EXISTING ASPHALT

TO BE REMOVED

CD501

K6

CD501

K6

CD501

K11

EXISTING PCC

TO BE REMOVED

EXISTING SUBGRADE

SEE NOTE 3 ON CD522

EXISTING BASE COURSE

SEE NOTE 2 ON CD522

EXISTING BASE COURSE

SEE NOTE 2 ON CD522

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AGE FUEL ISLAND AREAGRASS TAXILANE SHOULDER GRASS

EXISTING PCC

TO BE REMOVED

CD501

F1

CD501

K6

CD501

K11

EXISTING ASPHALT

TO BE REMOVED

EXISTING JOINTS

SEE NOTE 4 ON CD520 EXISTING PCC

TO BE REMOVED

EXISTING SUBGRADE

SEE NOTE 3 ON CD522

EXISTING BASE COURSE

SEE NOTE 2 ON CD522

EXISTING BASE COURSE

SEE NOTE 2 ON CD522

US Army Corps of Engineers ®

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K1 EXISTING PAVEMENT THICKNESS 1

20' 40'0VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 20' 0 2' 4'

CD521

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E1 EXISTING PAVEMENT THICKNESS 2

VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 20'

B1 EXISTING PAVEMENT THICKNESS 3

VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 20'

20' 40'00 2' 4'

20' 40'00 2' 4'

1. SEE ADDITIONAL NOTES ON CD520.

2. SEE ADDITIONAL NOTES ON CD522.

NOTES:

WARNING

WARNINGWARNINGWARNING

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

CONCRETEST

OP

CASTLE DRIVE

TAXIWAY ALPHA

IT IS UNLAWFUL TO ENTER THIS AREA

WITHOUT PERMISSION OF THE

INSTALLATION COMMANDER.

SEC. 21, INTERNAL SECURITY ACT

OF 1950; 50 U.S.C. 797

WHILE ON THIS INSTALLATION ALL

PERSONNEL AND THE PROPERTY UNDER

THEIR CONTROL ARE SUBJECT TO SEARCH.

USE OF DEADLY FORCE AUTHORIZED

THIS AREA IS PATROLLED BY MILITARY

WORKING DOG TEAMS

WARNING

RESTRICTED AREA

.1

7'

70 ROW APRON

.0

0' R45.00'R45.00'

SHOULDER

SHOULDER

6" WHITE

CENTERLINE

MARKING 10.00'

LONG 25.00' SPACE

CURB AND GUTTER

4.00'

1.

R = 150.00'

APRON EDGE

MARKING

CURB AND GUTTER

I I

CO

D

CB

CB

SDMH-11D

CB-4A

CB-11C

IWMH-8

IWMH-7

MATCH

MATCH

TEMPORARY TOWWAY

CENTERLINE, SEE SHEET

GC104 PHASING PLAN

REMOVE AFTER COMPLETION

OF PHASE 3B.

.0

0'

R125.00'

.9

9'

.7 2'

8.44'

70 ROW APRON

ALTERNATIVE ACCESS,

SEE NOTE 2, CS102

A1

CS502

B8

CS502

L1

CP501

C1

CS501

A16

MATCH EXISTING JOINTS,

REINFORCE ALL REPLACEMENT

PANELS, SEE CP101 FOR JOINT

TYPE LEGEND

PIPE SUPPORTS (TYP)

SEE MECHANICAL

CO

A2

CS501

CS501

CS501

C1

A2

L10

CS502 CS502

L5

A11

CP501

E1

CS502

CS501

C1

CP501

J16

CP503

D

E

E

D

E

E

E

E

E

E

F

D D

E E E E

D

F

D D

F

F

.7

2'

N: 673959.84 E: 1241998.57

N: 673970.89 E: 1241844.33

N: 673952.23 E: 1241833.87

N: 674024.15 E: 1241820.64

MATCH

N: 673728.37 E: 1241911.93

N: 673704.50 E: 1241891.64

N: 673695.05 E: 1241900.20

N: 673806.97 E: 1242048.57

N: 673816.12 E: 1242123.46

MATCH

N: 673942.34 E: 1241973.28N: 674028.97

E: 1241897.14

N: 673826.29 E: 1242070.85

N: 673934.02 E: 1242020.25

N: 673615.72 E: 1241901.85

MATCH

N: 673927.69 E: 1241947.17

MATCH

N: 673964.83 E: 1241916.01

N: 673679.25 E: 1241881.30

N: 673720.57 E: 1241910.79

N: 673917.47 E: 1242047.48

N: 674025.42 E: 1241962.73

N: 673991.50 E: 1241781.41

TAXIWAY ALPHA

SHOULDER

REPLACE AIRFIELD CONCRETE

AND ASPHALT SHOULDER AFTER

INSTALLING FIRE WATER LINE,

SEE PHASING SHEET GC104

CASTLE DRIVECASTLE DRIVE

REDLINE WITH

SIGNAGE

CENTERLINE

PAVEMENT MARKING

MATCH EXISTING

MATCH EXISTING

STRIPE

SEED AREA

EQUIPMENT

PAD

2.75" ASPHALT OVERLAY

TO MATCH FINAL GRADES

2.75" (FULL DEPTH OF ASPHALT) SEAL JOINT

BETWEEN NEW ASPHALT AND EXISTING

CONCRETE PER DETAIL J16 ON CP503

US Army Corps of Engineers ®

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A1 SITE PLAN 5

SCALE: AS SHOWN 20' 40'0

1 2

3 4

5 67

PLAN

NORTH

KEY PLAN:

M

AT

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MATCHLINE

SHEET CS103

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SIDEWALK CONCRETE

VEHICULAR CONCRETE

AIRFIELD SHOULDER

ASPHALT PAVEMENT

AIRFIELD CONCRETE

CS501

K11

CS501

K1

CS501

K6

SEEDING / GRASS

CS501

E11

VEHICULAR GSE ASPHALT CS501

K16

NOTE:

LEGEND:

GSE CONCRETE CS501

F1

1. SEE CIVIL LEGEND ON C-001. SEE SITE NOTES ON

C-002 AND C-003.

2. SEE PHASING PLAN GC104 AND CS107 FOR 70

ROW APRON ACCESS.

CS105

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AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text T

AutoCAD SHX Text E

E

CS501

STOP STOP

WARNING

WARNINGWARNINGWARNINGWARNING

2" PVC IN 4" SQUARE STEEL

TUBE IN CONCRETE

(UNKNOWN PURPOSE)

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

TL

TL

TL

TL

CONCRETE

CONCRETE

CARSONITE POSTS

CONCRETE CONCRETE

CONCRETE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

ASPHALT

CONCRETE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

BOLLARDS

ASPHALT

STOP

SIDEWALK

SI

D

EW

AL

K

PE

AS

E

ST

R

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CASTLE DRIVE

CASTLE DRIVE

ST

OP

CASTLE

DRIVE

70 ROW TAXIWAY

CONNECTION, SEE NOTE 2

(SEE PHASING PLAN GC104)

250.00'

HANGAR

DOCK 70

DRIVE

CASTLE DRIVE

DRIVE

125'

(SEE NOTE 2)

125'

(SEE NOTE 2)

AIRFIELD PAVEMENT

TO 70 ROW

45 DAYS MAXIMUM

CLOSURE

USE OTHER ENTRY FOR

TOWED AIRCRAFT.

SEE PHASING PLAN GC104.

70 ROW APRON

CP501

C1

CP501

E7

CP502

L11 CS502

K11

CS501

K6

L1

26.98'

.6

2'

27.63'

.9

3'

18.02' 17 .3

5'

.3

0'

27.14'

A11

CS501CS501

K1

CS502

L5

E E E E

E E E E

D D D FF

F

F

F

F

N: 674470.08 E: 1241550.02

N: 674454.32 E: 1241571.11

N: 674519.68 E: 1241581.66

N: 674472.34 E: 1241593.48

N: 674078.10 E: 1241729.26

MATCH EXISTING

N: 674100.29 E: 1241755.48

N: 674150.55 E: 1241668.56

N: 674212.29 E: 1241617.19

N: 674224.43 E: 1241631.79

N: 674542.62 E: 1241560.35

N: 674531.41 E: 1241546.88

N: 674516.20 E: 1241560.10

N: 674512.75 E: 1241556.14

N: 674491.61 E: 1241573.93

N: 674396.69 E: 1241462.58

N: 674389.16 E: 1241493.67

70 ROW TAXILANE

CENTERLINE

CURB AND GUTTER

MATCH APRON

EDGE MARKING

ASPHALT

SHOULDER

AIRFIELD

CONCRETE

MATCH

CENTERLINE

STRIPE

MATCH EXISTING JOINTS, REINFORCE

ALL REPLACEMENT PANELS, SEE CP101

FOR JOINT TYPE LEGEND

MATCH EXISTING JOINTS LINES AND

REINFORCE ALL CONCRETE, INSTALL B

JOINT AT CURB/GUTTER, SEE CP101

FOR JOINT TYPE LEGEND

REPLACE VEHICLE CONCRETE

CURB AND GUTTER AFTER

INSTALLING FIRE WATER LINE

RESTRIPE EXISTING

CENTERLINE INCLUDING

125FT RADII ONTO TAXIWAY A

RESTRIPE EXISTING

CENTERLINE INCLUDING

125FT RADII ONTO TAXIWAY A

N: 674162.77 E: 1241683.00

US Army Corps of Engineers ®

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PLAN

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C S1

D1 SITE PLAN 7

SCALE: AS SHOWN 20' 40'0

NOTE:

1. SEE CIVIL LEGEND ON C-001. SEE SITE NOTES ON

C-002 AND C-003.

2. MAXIMUM 45 CONSECUTIVE DAY CLOSURE OF

TAXIWAY CONNECTION, USE ALTERNATIVE

ACCESS TO 70 ROW FOR TOWED AIRCRAFT ONLY.

CONCRETE CURE MINIMUM 14 DAYS PRIOR TO

OPENING TO TRAFFIC.

LEGEND:

CS107

SI

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SIDEWALK CONCRETE

VEHICULAR CONCRETE

AIRFIELD SHOULDER

ASPHALT PAVEMENT

AIRFIELD CONCRETE

CS501

K11

CS501

K1

CS501

K6

SEEDING / GRASS

CS501

E11

VEHICULAR GSE ASPHALT CS501

K16

GSE CONCRETE CS501

F1

LANDSCAPE ROCK CS504

A9

M

AT

C H

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AutoCAD SHX Text

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AutoCAD SHX Text

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SS

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

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WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CPT

CO

E E

E E

E E

E E

E E

E E

E E

E

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

E E

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

AREA INLET

RIM=3225.07

FL=3215.32

AREA INLET

RIM=3225.06

(NO INV - VALVE CLOSED)

AREA INLET

RIM=3225.41

(NO INV - VALVE CLOSED)

AREA INLET

RIM=3225.43

(NO INV - VALVE CLOSED)

AREA INLET

RIM=3221.26

FL=3216.46

AREA INLET

RIM=3222.59±

(NO GRATE - STEEL PLATE

COVERS TOP OF BOX)

FL NE=3216.29

FL 12" SW=3215.84

FL 4" SW=3220.89

INDUSTRIAL WASTE MH

RIM=3221.93

INV NW=3213.17

INV SW=3213.36

INV NE=3213.82

INV SE=3213.24

SANITARY SEWER MH

RIM=3222.19

INV NW=3213.08

INV SW=3213.96

INV NE=3213.21

INV SE=3212.90

8" H

D

PE

" H

D

PE

10"

8" H

D

PE

8" H

D

PE

8"

6" H

D

PE

INDUSTRIAL WASTE MH

RIM=3221.93

INV NW=3213.17

INV SW=3213.36

INV NE=3213.82

INV SE=3213.24

SANITARY SEWER MH

RIM=3222.19

INV NW=3213.08

INV SW=3213.96

INV NE=3213.21

INV SE=3212.90

" R

C P

" R

C P

" R

C P

8" P

VC

8"

P

VC

ELECTRIC BOX

ELECTRIC BOX

ELECTRIC BOX ON

METAL PLATFORM

ELECTRIC BOX IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

IN

W

IN

W

IN

W

IN

W

INWINWINWINWINWINWINW

SANSANSANSANSANSANSAN

SA

N

SA

N

SA

N

SA

N

IN

W

IN

W

IN

W

IN

W

SA

N

SA

N

SA

N

SA

N

IN

W

IN

W

IN

W

IN

W

INW

W W

W

SD

SD

SD

SD

SD

SD

SD

SD

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SD

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SD

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ES

ES

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ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

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ES

ES

ES

ES

ES

ES

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ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

G G

G G

G G

G G

G G

G G

G G

G G

W

W W W W W W W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W W

W

W

W

W W

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

SD

SD

SD

SD

6" P

VC

SD

SD

SD

SD

SD

SD

SD

SD

" R

C P

SD

SD

SD

SD

SD

" R C

P

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

AREA INLET

RIM=3225.07

FL=3215.32

AREA INLET

RIM=3225.06

(NO INV - VALVE CLOSED)

AREA INLET

RIM=3225.41

(NO INV - VALVE CLOSED)

AREA INLET

RIM=3225.43

(NO INV - VALVE CLOSED)

BOLLARDS AROUND

"CASS REFUEL"

EMERGENCY SWITCH

CONDUIT & BOX

ON BUILDING WALL

AREA INLET

RIM=3221.26

FL=3216.46

INDUSTRIAL WASTE MH

RIM=3221.93

INV NW=3213.17

INV SW=3213.36

INV NE=3213.82

INV SE=3213.24

SANITARY SEWER MH

RIM=3222.19

INV NW=3213.08

INV SW=3213.96

INV NE=3213.21

INV SE=3212.90

ELECTRIC BOX

ELECTRIC BOX

ELECTRIC BOX ON

METAL PLATFORM

AREA INLET

RIM=3222.59±

(NO GRATE - STEEL PLATE

COVERS TOP OF BOX)

FL NE=3216.29

FL 12" SW=3215.84

FL 4" SW=3220.89

8" H

D

PE

" H

D

PE

10"

8" H

D

PE

8" H

D

PE

8"

6" H

D

PE

6" HDPE

8" P

VC

8"

P

VC

" R

C P

DS

DS

DS

DS

ELECTRIC BOX

ELECTRIC BOX ON

CONCRETE PAD

SD

SD

SD

SD

AREA INLET

RIM=3222.59±

(NO GRATE - STEEL PLATE

COVERS TOP OF BOX)

FL NE=3216.29

FL 12" SW=3215.84

FL 4" SW=3220.89

INDUSTRIAL WASTE MH

RIM=3221.93

INV NW=3213.17

INV SW=3213.36

INV NE=3213.82

INV SE=3213.24

SANITARY SEWER MH

RIM=3222.19

INV NW=3213.08

INV SW=3213.96

INV NE=3213.21

INV SE=3212.90

8+13.54

5+

6+

7+

8+00

3+

.4

3+

4+

5+

6+00

0+

0+

.3

0+

0+

.0

8+

9+

10+0011+0012+0012+35.77

0+08.31 0+00

I

I

I

II

CB

CB

CO

CO

CB

CB

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

ABDEFG

.2

J H C

CB

5.22'5.00'5.00'

3+

4+

5+

6+

MH

0+00

0+

.0

2+

3+

4+

5+00 6+00

6+

7+

8+ 00 9+00 10+00

0+00

1+00 1+20.26

MH

TEE WITH

3 VALVES

N: 674212.54 E: 1242619.33

5.41'

0+00 S

6" W

FW

8" W18" W1

8" W

8"

W

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

E E

E E

E E

E E

E E

E E

E E

E E

E E E

E E

E

E E

SA

N

SA

N

SA

N

SA

N

CO

M

M

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

SANSANSANSANSANSANSAN

SA

N

SA

N

SA

N

SA

N

E E E

E E

E

E E

SA

N

SA

N

SA

N

SA

N

CO

M

M

SA

N

SA

N

SA

N

SA

N

W W

INW INW INW INW INW INW INW INW INW INW

FH1 WITH VALVE

N: 674338.67

E: 1242430.47

+0

+0

+0

+4 0.

MH

CB-6F

N: 674262.72 E: 1242339.98

CB-6E

N: 674229.92 E: 1242300.41

CB-6I

N: 674276.38 E: 1242535.26

CB-6G

N: 674310.00 E: 1242406.04

TEMP CO1-A

N: 674243.36 E: 1242607.74

CONNECT TO 10" EXISTING

INDUSTRIAL WASTE

IWMH-9

N: 674307.52 E: 1242558.94

IWMH-4

N: 674146.16 E: 1242532.09

AIRCRAFT RATED

IWMH-3

N: 674084.59 E: 1242458.75

AIRCRAFT RATED

IWMH - 5

N: 674208.90 E: 1242606.81

AIRCRAFT RATED

IWMH - 6

N: 674246.70 E: 1242575.07

CB-6H

N: 674355.26 E: 1242469.04

EMH60-2

N: 674388.85 E: 1242460.42

COMM MH-2A

N: 674388.92 E: 1242443.27

E: 1242327.13

SSMH-4

N: 674269.32

IW BUILDING CONNECTION

FOR TRENCH (SEE PLUMBING

DRAWINGS)

4" SD (DOOR

TRACK DRAINS)

8" SD2 DOOR

TRACK DRAIN LINE

6" IW BUILDING

CONNECTION FOR

TRENCH (SEE

PLUMBING DRAWINGS)

4" STORM DRAIN

(DOOR TRACK

DRAINS)

CONNECTION

FOR ROLL UP

GENERATOR

SEE ELECTRICAL

TEMPORARY STORM

DRAIN LINE TO BE

REMOVED AS PART

OF FUTURE WASH

HANGAR PROJECT EXISTING STORM

DRAIN (TO REMAIN)

10,000 GALLON SPILL

CONTAINMENT TANK

SEE CU511

NEW ELECTRICAL DUCTBANK

(DETAIL A5 ON SHEET ES501)

FIRE WATER VALVE

INSTALL NEW 4" GAS MAIN

ADJACENT TO EXISTING 2"

GAS MAIN. REMOVE

EXISTING 2" GAS MAIN.

4" SS BUILDING CONNECTION

(SEE PLUMBING DRAWINGS)

INDUSTRIAL WASTE

BUILDING CONNECTION

(SEE PLUMBING DRAWINGS)

INSTALL NEW 4" GAS MAIN

ADJACENT TO EXISTING 3"

GAS MAIN. REMOVE

EXISTING 3" GAS MAIN

WATER

VALVE

FH4

STUB 1" CONDUIT FOR

FUTURE CONNECTION

TO WASH HANGAR

CLEANOUT (TYP II)

SEE NOTE 3

TANK VENT PIPE AND

CONDUIT TO ALARM

PANEL, SEE ELEC/MECH

DRAWINGS

STUB/CAP FOR

FUTURE

CONNECTION

NEW LID/FRAME/GRATE

FOR INLET

ELECTRIC JUNCTION

BOX CABINET

4" SUBDRAIN SEE

CG SHEETS (TYP)

SUMP PUMP

DRAIN LINE

SEE (MECH)

REMOVE CONCRETE PANEL AND

REPLACE MINIMUM 8-FEET OF IW PIPE

DIRECTLY ADJACENT FROM MANHOLE

DUE TO COLLAPSED JOINT

CONNECT TO EXISTING

8" WATERLINE

N: 674431.53 E: 1242435.48

N: 674379.53 E: 1242479.14

12" FIRE WATER

FOR FUTURE CONNECTION

N: 674391.87 E: 1242486.81

ELECTRICAL LINE (LOW VOLTAGE)

FOR FUTURE CONNECTION

N: 674424.48 E: 1242502.38

CAP 30" STORM DRAIN

FOR FUTURE CONNECTION

N: 674367.97 E: 1242494.30

INV = 3215.85

CAP CONDUITS FOR

FUTURE CONNECTION

N: 674391.24 E: 1242384.86

BORE CONDUITS UNDER

HAMILTON STREET

A7

CU510

G7

CU503

A13

CU505

A1

CU510

G7

CG501

G1

CU503

A8

" S

D

15" SD6

8" SD2

" S

D

" S

D

8" SD1

6"

IN

D W

10" INDW 1

10" INDW 1

10" INDW 1

10" INDW 1

8" SD2

COM-C1

COM-C2

C O

M -C

C

O M

-C

C O

M

UE-E1

U E-

E1

U E-

E2

C O

M -C

" S

D

8" S

S3

6" SS3

6" UD2 (50 LF)

U E-E2

BUILDING

12302

EX

FH

EX

FH

CU501

CO

CO

CO

CO

CO

CO

CAP 10" IW LINE FOR

FUTURE CONNECTION

N: 674244.90 E: 1242607.32

INV = 3215.75

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

EL

LS

W O

R

TH

A

IR

F O

R C

E

BA

SE

, S

D O

M

AH

A D

IS

TR

IC

T

C

AP

IT

O

L

AV

EN

U

E O

M

AH

A, N

E

A.

M

AS

H

EK

AP

R

IL

EL

AF

D

R

AW

IN

G

C O

D E:

AD

VE

R

TI

SE

M

EN

T

- 1

D

ES

IG

N

B-

: L O

W O

BS

ER

VA

BL

E 2-

BA

Y

R

ES

TO

R

AT

IO

N F

AC

IL

IT

Y

PN

: F

XB

M

8, F Y

W

AR

D P

AR

KW

AY

, K

AN

SA

S C

IT

Y, M O

W

F-

-R

-0

AP

R

AM

-0

- 1

D

ES

IG

N

IS

SU

ED

F O

R P

R

IC

IN

G

1 2

3 4

5 67

PLAN

NORTH

KEY PLAN:

A1 UTILITY PLAN 1

SCALE: AS SHOWN 20' 40'0

M

AT

C H

LI

N

E

SH

EE

T

C U

MATCHLINE

SHEET CU108

FH

SDMH 1

SSMH-1

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE/

CATCH BASIN

FIRE HYDRANT

WATER LINE

GAS LINE

VALVE

SANITARY SEWER LINE

STORM DRAIN LINE

CB

S

D

CB-6I

COMMUNICATIONS MANHOLE

ELECTRICAL MANHOLE

M H

M H

UNDERGROUND

ELECTRICAL DUCTBANKUE

UNDERGROUND

COMMUNICATIONS DUCTBANK

WW6"W

COM

8" SS

FIRE WATER LINEWW8"FW

UNDERDRAIN/SUBDRAINUD

CU101

U

TI

LI

TY

P

LA

N

K.

W

AR

TA

D . M

U

ET

IN

G

R . B

AR

U

TH

AM

EN

D M

EN

T

1. SEE UTILITY NOTES ON SHEET C-003.

2. SEE ELECTRICAL DRAWINGS FOR

COMMUNICATION AND ELECTRIC DUCTBANK

AND MANHOLE DETAILS.

3. ORIENT CLEANOUT FOR PIPE COMING OUT OF

THE BUILDING.

4. CONSTRUCT IMPERVIOUS TRENCH CHECK FOR

ALL UTILITY CONNECTIONS TO THE BUILDING IN

ACCORDANCE WITH DETAIL J15 ON CU501.

LEGEND:

MATCHLINE

SHEET CU103

NOTES:

SD

INDUSTRIAL WASTE MANHOLE

CU503

A13

CU505

A1

CU503

A1

CU505

A1

IWMH

I

GG4"G

CO

CO CLEANOUT

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

CO

E E

E E

E E

E E

E E

E

E

E E E

E E

E E

E

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

F

W

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

AREA INLET

RIM=3224.36

FL=3213.73

AREA INLET

RIM=3224.34

FL=3213.73

AREA INLET

RIM=3224.72

FL=3214.61

AREA INLET

RIM=3224.72

(NO INV - VALVE CLOSED)

STORM SEWER JB

MH RIM=3222.05

FL SE - INLET OPENING

AT BACK OF BOX=3220.70

FL NE=3214.36

FL SW=3214.17

FL BOX=3214.02

STORM SEWER JB

MH RIM=3226.76

FL BOX=3221.63

SANITARY MH

RIM=3221.80

INV SE=3216.14

INV NE=3215.42

INV SW=3215.41

8" H

D

PE

INDUSTRIAL WASTE MH

RIM=3222.13

INV SW=3213.99

INV NE=3214.15

8" A

C

8" H

D

PE

" R

C P

" R

C P

" R

C P

" R

C P

8" P

VC

8"

P

VC

ELECTRIC BOX

ELECTRIC BOX

ELECTRIC BOX

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

IN

W

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

ES

G

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

JF

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

" R C

P

SD

SD

SD

SD

SD

SD

SD

SD

SD

" R C

P

SD

SD

SD

SD

" R C

P

SD

SD

SD

AREA INLET

RIM=3224.36

FL=3213.73

AREA INLET

RIM=3224.34

FL=3213.73

AREA INLET

RIM=3224.72

FL=3214.61

AREA INLET

RIM=3224.72

(NO INV - VALVE CLOSED)

BOLLARDS AROUND

"CASS REFUEL"

EMERGENCY SWITCH

BOLLARDS AROUND

"CASS REFUEL"

EMERGENCY SWITCH

ELECTRIC BOX

STORM SEWER JB

MH RIM=3222.05

FL SE - INLET OPENING

AT BACK OF BOX=3220.70

FL NE=3214.36

FL SW=3214.17

FL BOX=3214.02

SANITARY MH

RIM=3221.80

INV SE=3216.14

INV NE=3215.42

INV SW=3215.41

ELECTRIC BOX

ELECTRIC BOX

STORM SEWER JB

MH RIM=3226.76

FL BOX=3221.63

8" H

D

PE

INDUSTRIAL WASTE MH

RIM=3222.13

INV SW=3213.99

INV NE=3214.15

8" A

C

8" H

D

PE

8" P

VC

8"

P

VC

" R

C P

0+

0+

.1

0+00

1+

2+

2+78.48

0+000+35.12

0+

2+

3+

4+

4+85.98

2+00

3+

4+

2+00

0+00

1+

2+

3+

0+38.86 0+00

4+

5+

6+

7+

I

I

CB

CO

CB

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

G

.2 9.

D

M -3

D

M -3

D

M -3

D

M

-3

10" INDW 1

0+00

1+

1+

.5

0+00

1+

2+

3+

CB

MH

CB

0+00

1+

2+00

3+

4+

5+

0+00

1+00

1+53.86

0+00 0+28.97

TEE

N: 673825.89

E: 1242158.38

CB-3N

N: 674033.67 E: 1242355.59

9.21'

0+00 0+35.04

1+

1+

.4

S

SS

S

4" G1

8" W

8" W7

FW

FW

8" W

4" G

6" W9

SA

N

E E

E E

E E

E E

E E

E E

E

E

E E E

E E

E E

E

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

F

W

SA

N

W

FH3

N: 674071.1937

E: 1242064.3365

FH2

N: 674156.49 E: 1242203.05

FH6 WITH VALVE

N: 673830.29

E: 1242154.69

FH5 WITH VALVE

N: 674023.48

E: 1242377.67

+0

+0

+0

" F

W1

CB-6B

N: 674119.55 E: 1242169.63

CB-6D

N: 674199.15 E: 1242263.76

IWMH-1

N: 673879.32 E: 1,242,214.25

AIRCRAFT RATED

IWMH-2

N: 673940.88 E: 1,242,287.58

AIRCRAFT RATED

EMH60-1

N: 674057.04 E: 1242052.75

CB-6C

N: 674166.87 E: 1242225.36

E: 1242236.64

EX SSMH

N: 674235.75

E: 1242257.46

SSMH-3

N: 674210.83

E: 1242091.64

SSMH-1

N: 674071.62

E: 1242220.82

SSMH-2

N: 674180.07

CONNECT TO EXISTING

SANITARY LINE

NEW COMM/ELECTRICAL

DUCTBANK

CONNECT TO EXISTING

8" WATERLINE

INDUSTRIAL WASTE BUILDING

CONNECTION (SEE PLUMBING

DRAWINGS)

CONNECTION FOR

ROLL UP GENERATOR

SEE ELECTRICAL

ELECTRICAL DUCTBANKS

(DETAIL D1 ON SHEET ES501)

TRANSFORMERS

(TYP 3)

GENERATOR PAD

DOMESTIC WATER

BUILDING CONNECTION

(SEE PLUMBING DRAWINGS)

WITH 4" VALVE

8" DOOR TRACK

DRAIN LINE

4" STORM DRAIN

(DOOR TRACK DRAINS)

INDUSTRIAL WASTE BUILDING

CONNECTION FOR TRENCH

(SEE PLUMBING DRAWINGS)

SANITARY SEWER BUILDING CONNECTION

(SEE PLUMBING DRAWINGS) (6" SI)

FIREWATER BUILDING CONNECTION

(SEE FIRE PROTECTION DRAWINGS)

(10" FW) RESTRAINED JOINT

NATURAL GAS BUILDING

CONNECTION (SEE

PLUMBING DRAWINGS)

SANITARY SEWER BUILDING

CONNECTION (SEE

PLUMBING DRAWINGS)

INDUSTRIAL WASTE BUILDING

CONNECTION FOR TRENCH

(SEE PLUMBING DRAWINGS)

CONNECT TO EXISTING

TRANSFORMER

MECHANICAL

PAD

TWO CLEANOUTS

CONNECT TO EXISTING

8" WATERLINE

SUBDRAIN SEE

CG SHEETS (TYP)

COMM BUILDING SERVICE

VALVE WITH LOCKABLE

COVER ON FIRE SERVICE

SUMP DRAIN

(SEE MECHANICAL

DRAWINGS)

CLEANOUT

(TYP II)

SEE NOTE 3

EX. 18" SD

INV = 3214.17

IWMH

INV = 3213.99

SUBDRAIN

SEE CG SHEETS

CONNECT INTO

SD PIPE

FDC

ELECTRICAL LINE

(SEE ELECTRICAL PLANS)

SUMP DRAIN

(SEE MECHANICAL

DRAWINGS)

N: 674103.24 E: 1242139.26

N: 674124.67 E: 1242066.46

N: 674131.58 E: 1242085.15

N: 674156.10 E: 1242096.96

45° BEND

N: 674197.46 E: 1242255.26

N: 674084.19 E: 1242116.24

N: 674091.64 E: 1242059.67

TEE AND VALVE

N: 674097.99 E: 1242041.76

N: 674182.82 E: 1242197.99

N: 674175.88 E: 1242197.28

45° BEND

N: 674199.31 E: 1242237.89

CU510

G7

CU510

G7

CU503

A1

(TYP)

(TYP)

A8

CU503

CU503

A8

" S

D

" S

D

8" SD3

8" SD3

10" INDW 1

10" INDW 1

10" INDW 1

8" SD336

" S

D

10" INDW

UE-E4

" S

D

UE-E6

U E-

E1

" I

N D

W

8" S

D

8" SS1

8" SS1

8" S

S3 8"

S S1

6" SS1

4" SS2

COM-C2

C O

M -C

MECHANICAL

PAD

EX

FH

CO

CO

CO

CO

CO

CO

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

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A

D

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AR

K

D

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C R

IP

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2 4 6 8 10 12 14 16 18 20

P

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D

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: L O

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8, F Y

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D P

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AY

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-R

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CU103

U

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P

LA

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D . M

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R . B

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U

TH

AM

EN

D M

EN

T

A1 UTILITY PLAN 3

SCALE: AS SHOWN 20' 40'0

M

AT

C H

LI

N

E

SH

EE

T

C U

MATCHLINE

SHEET CU105

1 2

3 4

5 67

PLAN

NORTH

KEY PLAN:

NOTES:

1. SEE UTILITY NOTES ON SHEET C-003.

2. SEE ELECTRICAL DRAWINGS FOR

COMMUNICATION AND ELECTRIC DETAILS.

3. ORIENT CLEANOUT FOR PIPE COMING OUT OF

THE BUILDING.

4. CONSTRUCT IMPERVIOUS TRENCH CHECK FOR

ALL UTILITY CONNECTIONS TO THE BUILDING IN

ACCORDANCE WITH DETAIL J15 ON CU501.

FH

SDMH 1 STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE/

CATCH BASIN

FIRE HYDRANT

WATER LINE

GAS LINE

VALVE

SANITARY SEWER LINE

STORM DRAIN LINE

CB

D

CB-6I

COMMUNICATIONS MANHOLE

ELECTRICAL MANHOLE

M H

M H

UNDERGROUND

ELECTRICAL DUCTBANKUE

UNDERGROUND

COMMUNICATIONS DUCTBANK

WW6"W

COM

FIRE WATER LINEWW8"FW

UNDERDRAIN/SUBDRAINUD

LEGEND:

SD

INDUSTRIAL WASTE MANHOLE

CU503

A13

CU505

A1

CU505

A1SSMH-1

S

8" SS

IWMH

I

GG4"G

CO

CO CLEANOUT

MATCHLINE

SHEET CU101

M

AT

C H

LI

N

E

SH

EE

T

C U

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

WV

WV

Profile View of SD2

.1

.4

0+00

.8

.7

.6

.1

.4

.4

.5

.5

1+00

.0

.7

.4

.8

.5

.9

.7

.1

2+00

.8

.4

.8

.4

.8

.4

.8

.4

3+00

.9

.4

.9

.4

.8

.4

4+00

CO-2S

STA: 3+95.49

RIM: 3223.45

INV. IN: 3220.35 (4")

INV. OUT: 3220.30 (8")

CO-2B

STA: 2+25.49

RIM: 3223.45

INV. IN: 3219.30 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3218.30 (8")C

B-

1D

ST

A:

+0

R

IM

: 3

1.

IN

V.

IN

: 3

1.

(4

2"

IN

V.

IN

: 3

3.

(1

5"

IN

V.

IN

: 3

6.

(6

IN

V.

IN

: 3

6.

(6

IN

V.

O U

T:

1.

(4

8"

EXISTING GRADE

PROPOSED GRADE

M H

-2 A

ST

A:

+9

5.

R

IM

: 3

2.

IN

V.

IN

: 3

4.

(8

IN

V.

IN

: 3

9.

(6

IN

V.

IN

: 3

8.

(6

IN

V.

O

U T:

4.

(1 5"

) CO-2Q

STA: 3+75.49

RIM: 3223.45

INV. IN: 3220.21 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3220.21 (8")

CO-2N

STA: 3+45.49

RIM: 3223.45

INV. IN: 3220.03 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3220.03 (8")

C O

-2 M

ST

A:

+3

5.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

9.

(8

CO-2L

STA: 3+25.49

RIM: 3223.45

INV. IN: 3219.85 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3219.85 (8")

CO-2J

STA: 3+05.49

RIM: 3223.45

INV. IN: 3219.76 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3219.76 (8")

CO-2H

STA: 2+85.49

RIM: 3223.45

INV. IN: 3219.66 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3219.66 (8")

C O

-2 G

ST

A:

+7

5.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

9.

(8

C O

-2 E

ST

A:

+5

5.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

9.

(8

C O

-2 D

ST

A:

+4

5.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

9.

(8

10" INDW

10" INDW

8" W1 CORRUGATED PE

8" PIPE, NON-PERFORATED

PER 33 46 16

CO-2S TO CO-2B

8" SD2

15" SD2

8" SD2

8" SD28" SD28" SD28" SD2COMM

C3

10" INDW 1

15" RCP

CORRUGATED PE 8" PIPE,

NON-PERFORATED PER 33 46 16

CO-2C

STA: 2+35.49

RIM: 3223.45

INV. IN: 3219.35 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3219.35 (8")

CO-2F

STA: 2+65.49

RIM: 3223.45

INV. IN: 3219.53 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3219.53 (8")

C O

-2 I

ST

A:

+9

5.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

9.

(8

C

O -2

K

ST

A:

+1 5.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O

U T:

9.

(8

C O

-2 O

ST

A:

+5

5.

R

IM

: 3

3.

IN

V.

IN

: 3

0.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

0.

(8

CO-2R

STA: 3+85.49

RIM: 3223.45

INV. IN: 3220.25 (8")

INV. IN: 3220.25 (4")

INV. OUT: 3220.25 (8")

C O

-2 P

ST

A:

+6

5.

R

IM

: 3

3.

IN

V.

IN

: 3

0.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

0.

(8

Profile View of SD3

.3

.6

0+00

.0

.5

.8

.4

.7

.4

.8

.6

1+00

.2

.8

.1

.2

.0

.6

.0

.0

2+00

.1

.4

.7

.4

.0

.4

.3

.4

3+00

.5

.4

.2

.4

.0

.4

.7

.4

4+00

.8

.4

.1

.4

.7

.4

CO-3B

STA: 2+22.68

RIM: 3223.42

INV. IN: 3218.50 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3217.00 (8")

M H

-3 B

ST

A:

+1

8.

R

IM

: 3

1.

IN

V.

IN

: 3

4.

(8

IN

V.

IN

: 3

7.

(6

IN

V.

IN

: 3

7.

(6

IN

V.

O

U T:

3.

(1 5"

EXISTING GRADE

PROPOSED GRADE

M H

-3 A

ST

A:

+4

4.

R

IM

: 3

1.

IN

V.

IN

: 3

9.

(4

8"

IN

V.

IN

: 3

3.

(1

5"

IN

V.

IN

: 3

6.

(6

IN

V.

IN

: 3

6.

(6

IN

V.

O U

T:

9.

(4

8" ) C

O -3

S

ST

A:

+9 2.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O

U T:

9.

(8

CO-3R

STA: 3+82.68

RIM: 3223.45

INV. IN: 3219.12 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3219.12 (8")

CO-3P

STA: 3+62.68

RIM: 3223.45

INV. IN: 3219.06 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3219.06 (8")

C O

-3 O

ST

A:

+5

2.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

9.

(8

C O

-3 M

ST

A:

+3

2.

R

IM

: 3

3.

IN

V.

IN

: 3

8.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

8.

(8

CO-3L

STA: 3+22.68

RIM: 3223.45

INV. IN: 3218.87 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3218.87 (8")

CO-3J

STA: 3+02.68

RIM: 3223.45

INV. IN: 3218.81 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3218.81 (8")

CO-3H

STA: 2+82.68

RIM: 3223.45

INV. IN: 3220.35 (4")

INV. IN: 3218.75 (8")

INV. OUT: 3218.75 (8")

C O

-3 G

ST

A:

+7

2.

R

IM

: 3

3.

IN

V.

IN

: 3

8.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

8.

(8

C O

-3 E

ST

A:

+5

2.

R

IM

: 3

3.

IN

V.

IN

: 3

0.

(4

IN

V.

IN

: 3

8.

(8

IN

V.

O U

T:

8.

(8

10" INDW10" INDW 1

8" W1

C B-

3N

ST

A:

+8 5.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(4

IN

V.

O U

T:

9.

(8

45 DEG WYE

15" SD3

8" SD3

8" SD3

FOOTING ADJACENT TO PIPE

8" SD3

COMM C3

15" RCP

CORRUGATED PE 8" PIPE,

NON-PERFORATED PER 33 46 16

8" SD3

CO-3N

STA: 3+42.68

RIM: 3223.45

INV. IN: 3218.97 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3218.97 (8")

C O

-3 K

ST

A:

+1

2.

R

IM

: 3

3.

IN

V.

IN

: 3

8.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

8.

(8

C O

-3 I

ST

A:

+9

2.

R

IM

: 3

3.

IN

V.

IN

: 3

8.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

8.

(8

CO-3F

STA: 2+62.68

RIM: 3223.45

INV. IN: 3218.66 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3218.66 (8")

CO-3C

STA: 2+32.68

RIM: 3223.43

INV. IN: 3218.53 (8")

INV. IN: 3220.35 (4")

INV. OUT: 3218.53 (8")

C O

-3 Q

ST

A:

+7

2.

R

IM

: 3

3.

IN

V.

IN

: 3

9.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

9.

(8

C O

-3 D

ST

A:

+4

2.

R

IM

: 3

3.

IN

V.

IN

: 3

8.

(8

IN

V.

IN

: 3

0.

(4

IN

V.

O U

T:

8.

(8

8" SD38" SD3 8" SD3

CORRUGATED PE 8" PIPE, NON-PERFORATED PER 33 46 16

CB-3N TO CO-3B

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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PS

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G

IN

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R

S

D R

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B Y:

D

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B

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N O

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N N

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3 5 7 9 11 13 15 17 19

L

J

G

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C

A

D

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AR

K

D

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C R

IP

TI

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2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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F O

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BA

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A, N

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A.

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C O

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BL

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BA

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8, F Y

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IS

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ED

F O

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R

IC

IN

G

J1 STORM PROFILE 2

B1 STORM PROFILE 3

20' 40'0

20' 40'0

VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20'

CU202

ST

O

R M

S

EW

ER

P

R O

FI

LE

K.

W

AR

TA

D . M

U

ET

IN

G

R . B

AR

U

TH

AM

EN

D M

EN

T

0 4' 8'

0 4' 8'

.8

.5

0+00

.8

.4

.1

.4

.3

.4

.5

.4

1+00

.2

.4

.0

.4

.8

.4

.9

.4

2+00

.1

.4

.8

.4

.8

.4

.8

.4

3+00

.8

.4

.8

.4

.8

.4

.8

.4

4+00

.9

.4

.8

.4

.8

.4

EXISTING GRADE

PROPOSED GRADE

IW

M

H -1

ST

A:

+3

3.

R

IM

: 3

3.

IN

V.

IN

: 3

7.

(1

0" N

W

IN

V.

O U

T:

7.

(1

0" N

E)

IW

M

H -2

ST

A:

+2

9.

R

IM

: 3

3.

IN

V.

IN

: 3

7.

(1

0" S

W

IN

V.

IN

: 3

7.

(1

0" N

W

IN

V.

O U

T:

6.

(1

0" N

E)

IW

M

H -3

ST

A:

+5

2.

R

IM

: 3

3.

IN

V.

IN

: 3

6.

(1

0" S

W

IN

V.

IN

: 3

7.

(1

0" N

W

IN

V.

O U

T:

6.

(1

0" N

E)

IW

M

H -4

ST

A:

+4

8.

R

IM

: 3

3.

IN

V.

IN

: 3

6.

(1

0" S

W

IN

V.

IN

: 3

7.

(1

0" N

W

IN

V.

O U

T:

6.

(1

0" N

E)

8" SD2

DUCTILE IRON PIPE FOR INDW1

M

AT

C H

LI

N

E

SE

E

TH

IS

S

H

EE

T

BUILDING

CONNECTION

STA. 0+25.70

EL. 3217.69

6" W1

10" INDW 1

10" IW1

10" INDW 1 10" INDW 1 10" INDW 1

Profile View of INDW 1

.7

.4

.8

.4

.9

.1

.0

.9

6+00

.3

.9

EXISTING GRADE

PROPOSED GRADE

IW

M

H

ST

A:

+4 6.

R

IM

: 3

3.

IN

V.

IN

: 3

5.

(S W

IN

V.

O

U T:

5.

(N W

IW

M

H

ST

A:

+9 5.

R

IM

: 3

2.

IN

V.

IN

: 3

5.

(S E)

IN

V.

IN

: 3

5.

(E

IN

V.

O

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5.

(N W

SPILL CONTAINMENT TANK

INV. IN 3214.95

M

AT

C H

LI

N

E

SE

E

TH

IS

S

H

EE

T

FUTURE WASH

HANGAR CONNECTION

DUCTILE IRON PIPE FOR INDW1

6" W5

10" INDW 1

10" IW1

Profile View of INDW 2

.6

.4

0+00

.1

.2

.1

.9

.0

.2

.5

.7

1+00

.9

.0

.4

.2

.8

.5

.2

.1

2+00

.2

.5

EXISTING GRADE

PROPOSED GRADE

IW

M

H -7

ST

A:

+7

7.

R

IM

: 3

1.

IN

V.

IN

: 3

7.

(6

" N E)

IN

V.

O U

T:

7.

(6

" N W

IW

M

H -8

ST

A:

+4

1.

R

IM

: 3

3.

IN

V.

IN

: 3

6.

(6

" S E)

IN

V.

O U

T:

5.

(N

E)

BU

IL

D

IN

G C

O N

N

EC

TI

O

N

IN

V.

7.

E1

36" SD6 EX. 18" SD

PVC PIPE FOR INDW2

12" FW1

6" INDW 2

6" INDW 2

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

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PS

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D R

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B Y:

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SI

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20' 40'0VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' 0 4' 8'

20' 40'00 4' 8'

20' 40'00 4' 8'VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20'

1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED TO MEET SPECIFIC REQUIREMENTS

AND TO SUPPLEMENT CONTRACT SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE PROVISIONS AND

REQUIREMENTS OF CONTRACT SPECIFICATIONS.

B. COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER DRAWINGS.

C. VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES FROM CONTRACT DRAWINGS

TO CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO COMMENCING WITH WORK. SCALING OF WORKING

DIMENSIONS FROM STRUCTURAL DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY BRACING.

UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT SITE AND ADJACENT TO SITE. VISITS TO THE SITE BY CONTRACTING OFFICER'S REPRESENTATIVE DO NOT RELIEVE CONTRACTOR

OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT DRAWINGS OR SPECIFICATIONS, PROVIDE CONSTRUCTION OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE. WHERE SECTIONS VARY, PROVIDE FOR SMOOTH

TRANSITIONS BETWEEN THEM, UNLESS NOTED OTHERWISE.

F. INSTALL ALL PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO NAVD 88 ELEVATION 3223.94'.

2. DESIGN STANDARDS:

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2018 AS MODIFIED BY THE FOLLOWING UNIFIED

FACILITIES CRITERIA:

1. UFC 1-200-01, DOD BUILDING CODE, 8 OCTOBER 2019.

2. UFC 3-301-01, STRUCTURAL ENGINEERING, 1 OCTOBER 2019.

3. UFC 3-260-02, PAVEMENT DESIGN FOR AIRFIELDS, 30 JUNE 2001.

4. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018.

5. UFC 4-211-01, AIRCRAFT MAINTENANCE HANGARS, CHANGE 1, NOV 2017 .

B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2016.

C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.

D. TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 2016.

E. AISC 325, STEEL CONSTRUCTION MANUAL, 15th EDITION, 2017.

F. AISC 360, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2016.

G. AISI COLD-FORMED STEEL DESIGN MANUAL, 2017.

H. IFS - ELLSWORTH AFB, AIR FORCE INSTALLATION FACILITY STANDARDS FOR ELLSWORTH AIR FORCE BASE, 2019

5. GEOTECHNICAL INFORMATION:

A. SOURCE: FMG ENGINEERING, RAPID CITY, SD (NOV 3, 2020).

B. SITE PREPARATION

1. PROVIDE EXCAVATION, FILL, AND BACKFILL IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, DIVISION 31.

2. NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE WHEN LOOSE OR SOFT SOILS ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACED SO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT

OF THIS POTENTIALLY UNDESIRABLE CONDITION.

C. SOIL CHARACTERISTICS

1. UNIT WEIGHT: 140 PCF (SATURATED).

2. FROST PENETRATION: 86".

3. DEPTH TO BOTTOM OF FOOTINGS:

A. UNHEATED STRUCTURES = 63"

a. (REDUCE TO 48" IF OVER 18" MIN OF ENGINEERED FILL)

B. HEATED STRUCTURES = 42"

4. WATER TABLE DEPTH: ~16 FT TO 24 FT BELOW FINISH FLOOR

D. SLAB, MAT, AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 200 PCI.

2. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2500 PSF (HANGAR) 3000 PSF (AGE REFUELING STATION).

b. TRANSIENT LOADS: 3333 PSF (HANGAR) 4000 PSF (AGE REFUELING STATION).

3. CONCRETE-SOIL COEFFICIENT OF FRICTION: 0.4.

4. MINIMUM STABILITY FACTORS OF SAFETY (0.6DL+0.6WL).

a. OVERTURNING: 1.0

b. UPLIFT: 1.0

c. SLIDING: 1.0

4. DESIGN LOADS:

A. RISK CATEGORY: III

B. ROOF DEAD LOAD: 10 PSF.

C. COLLATERAL LOAD: 10 PSF ON ROOF AND ELEVATED FLOOR FRAMING TO ACCOUNT FOR SUSPENDED CEILINGS, DUCTWORK, PIPING INCLUDING FIRE PROTECTION, LIGHTING, AND ELECTRICAL, 25 PSF IN FIRE PROTECTION AND

MECHANICAL SPACES.

D. LIVE LOADS

1. FLOOR LIVE LOAD: 100 PSF OR A CONCENTRATED LOAD OF 2000 POUNDS UNIFORMLY DISTRIBUTED OVER AN

AREA 2.5 FT SQUARE (SUPPORT/OFFICE/LOBBIES/FIRST FLOOR CORRIDORS).

2. ROOF LIVE LOAD: 20 PSF NONREDUCIBLE, CONCENTRATED LOAD OF 300 LBS UNIFORMLY DISTRIBUTED OVER AN

AREA 2.5 FT SQUARE (CONCURRENT WITH UNIFORM LIVE LOAD).

3. MECHANICAL PLATFORMS: AS REQUIRED BY UFC 3-301-01 AND EQUIPMENT REQUIREMENTS.

4. WALKABLE CEILING: 20 PSF

5. ELEVATED SLABS: 125 PSF

6. SECOND FLOOR COMPOSITE DECK: 175 PSF

E. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 1000 LBS. FRAMING AND FOUNDATIONS ARE DESIGNED

FOR EQUIPMENT THAT SATISFIES CONTRACT SPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN WEIGHTS INDICATED OR REQUIRES STRUCTURAL CHANGES FOR

ANY OTHER REASON, PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL WORK NECESSARY TO SUPPORT LOADS IN ACCORDANCE WITH DESIGN STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO

OWNER AND WITH NO INCREASE IN CONTRACT TIME.

F. WHEEL LOADS

1. HANGAR

a. B-2A WHEEL LOADS (FULLY FUELED)

b. 3 TON (6000 LB) FORKLIFT

2. SHOPS

a. 100PSF

b. 3 TON (6000 LB) FORKLIFT

G. SNOW LOADS

1. GROUND SNOW LOAD: 42 PSF.

2. FLAT-ROOF SNOW LOAD: 30 PSF.

3. EXPOSURE FACTOR: 0.9.

4. IMPORTANCE FACTOR: 1.1.

5. THERMAL FACTOR: 1.0.

6. SLOPE FACTOR: 1.0.

7. SNOW DRIFT SURCHARGE LOADS AND WIDTH OF SNOW DRIFTS PER S-509.

H. WIND LOADS

1. BASIC DESIGN WIND SPEED: 120 MPH 3-SECOND GUST.

2. ALLOWABLE STRESS DESIGN WIND SPEED: 93 MPH 3-SECOND GUST.

3. EXPOSURE: C.

4. BUILDING CONDITION: PARTIALLY ENCLOSED, GCpi = +/- 0.55

5. DESIGN PRESSURES FOR EXTERIOR COMPONENTS AND CLADDING ARE INDICATED ON DRAWING S-003 AND

S-004.

6. HANGAR DOORS SHALL BE CLOSED AT 60 MPH.

I. EARTHQUAKE LOADS

1. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS Ss = 0.13, S1 = 0.04.

2. SITE CLASS: C.

3. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS Sds = 0.113, Sd1 = 0.04.

4. SEISMIC DESIGN CATEGORY: A.

5. IMPORTANCE FACTOR: 1.25.

6. ANALYSIS PROCEDURE: STATIC LATERAL FORCE.

7. BASIC SEISMIC FORCE-RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE.

8. RESPONSE MODIFICATION COEFFICIENT: R = 3

9. OVERSTRENGTH FACTOR: Ω = 3

10. DEFLECTION AMPLIFICATION FACTOR: Cd = 3

J. FALL PROTECTION SYSTEM

1. AIRCRAFT FALL PROTECTION CAPACITY: SEE PLAN FOR NUMBER OF USERS PER RAIL

2. SEE SPECIFICATION SECTION 11 01 50.

3. MAINTENANCE FALL PROTECTION CAPACITY: 1 USER AT EACH CB-1-W OR APPROVED EQUAL, DESIGNED FOR 2

TIMES THE MAX ARRESTING FORCE OF 900LBS.

K. THERMAL DESIGN TEMPERATURE CHANGE: 49 DEGREES F

6. MATERIALS: SEE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY WITH APPLICABLE OSHA

REGULATIONS

A. REINFORCED CONCRETE:

1. PREPARE AND PLACE REINFORCED CONCRETE IN ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE AS

MODIFIED BY CONTRACT DOCUMENTS.

2. CONCRETE: UFGS SPECIFICATION 03 30 00

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4,500 PSI, NORMALWEIGHT.

b. SLABS ON GRADE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5,000 PSI, NORMALWEIGHT WITH A

MINIMUM 28-DAY FLEXURAL STRENGTH OF 650 PSI.

c. ELEVATED SLABS/COMPOSITE DECK: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5,000 PSI, NORMALWEIGHT

d. DO NOT AIR-ENTRAIN CONCRETE FOR INTERIOR SLABS WITH TROWEL FINISH.

e. HANGAR AND KEEL SECTION SLABS ON GRADE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5,000 PSI, NORMALWEIGHT, WITH A 28-DAY FLEXURAL STRENGTH OF 650 PSI.

3. FORMWORK

a. CONTRACTOR IS RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL ADEQUACY, AND

CONSTRUCTION OF CONCRETE FORMWORK IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

b. COORDINATE CONCRETE WORK WITH PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER

EMBEDDED ITEMS INDICATED ON CONTRACT DRAWINGS OR IN CONTRACT SPECIFICATIONS.

c. SLEEVE NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETE, UNLESS NOTED OTHERWISE. SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. PROVIDE MEASURES TO ENSURE

THAT SLEEVES REMAIN FREE OF DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON EDGES OF EXPOSED CONCRETE, UNLESS NOTED OTHERWISE.

e. COLUMN AND WALL FOOTINGS SHALL NOT BE EARTH FORMED.

4. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60, ASTM A706 GRADE 60 FOR WELDING.

b. REINFORCE ALL CONCRETE UNLESS SPECIFICALLY MARKED "NOT REINFORCED" OR "UNREINFORCED".

c. DETAIL AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI SP-66, ACI 301, ACI 318, AND CRSI

MANUAL OF STANDARD PRACTICE. DO NOT INSERT REINFORCEMENT INTO FRESH OR PARTIALLY

HARDENED CONCRETE.

d. PROVIDE MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED

OTHERWISE:

(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".

(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER BARS - 2"; OTHER

REINFORCEMENT - 1 1/2".

(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS AND WALLS - 3/4";

OTHER MEMBERS - 1 1/2".

(4) MINIMUM COVER AT CONTAINMENT STRUCTURES: 2".

e. CONFORM EMBEDMENT AND LAP SPLICE LENGTHS TO TABLES AND DETAILS ON CONTRACT DRAWINGS, UNLESS NOTED OTHERWISE.

f. PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS AND CORNER BARS AT INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH TYPICAL DETAILS ON CONTRACT DRAWINGS, UNLESS

NOTED OTHERWISE.

g. EPOXY GROUT: ASTM C881, TYPE IV, GRADE 2 OR 3, WITH EMBEDMENT TO DEVELOP YIELD STRENGTH OF

BAR, UNLESS NOTED OTHERWISE.

5. JOINTS

a. LOCATE JOINTS AS INDICATED OR SPECIFIED, OR AS OTHERWISE APPROVED BY CONTRACTING

OFFICER'S REPRESENTATIVE.

b. CLEAN SURFACES OF HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS OF LAITANCE TO EXPOSE

CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX. JUST PRIOR TO DEPOSITING

CONCRETE, THOROUGHLY CLEAN AND WET SURFACE OF CONSTRUCTION JOINT.

c. IN ADDITION, WHEN NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, ADEQUATELY PREPARE

SURFACE BY APPLYING BONDING AGENT.

d. PROVIDE JET-FUEL-RESISTANT WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED.

GENERAL STRUCTURAL NOTES:

B. REINFORCED MASONRY:

1. GENERAL

a. CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH TMS 602 AS MODIFIED BY CONTRACT

DOCUMENTS.

b. UNITS: ASTM C90, HEAVY WEIGHT, MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI.

(1) OPEN END UNITS MAY BE USED TO FACILITATE WALL CONSTRUCTION.

(2) DOUBLE OPEN END UNITS MAY BE USED WHEN WALL IS SOLID GROUTED.

(3) USE U-SHAPED BOND BEAMS AT OPENING HEAD LOCATIONS AND KNOCK-OUT BOND BEAMS

ELSEWHERE.

(4) DO NOT FIELD-MODIFY UNITS UNLESS INTENDED TO BE MODIFIED.

c. MORTAR: ASTM C270 TYPE S, PROPORTION METHOD.

d. ASSEMBLY: MINIMUM COMPRESSIVE STRENGTH f'm = 2,000 PSI.

2. REINFORCING STEEL

a. BARS: ASTM 615 GRADE 60

b. MINIMUM CLEAR DISTANCE TO UNIT: 1/2".

c. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".

d. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN WALLS WITH THE FOLLOWING MINIMUM

LAP LENGTHS:

(1) CENTERED IN CELL: 24" FOR #4, 30" FOR #5, 38" FOR #6.

(2) EACH FACE AND BOND BEAMS: 25" FOR #4, 40" FOR #5, 57" FOR #6.

3. GROUT

a. ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI, 8" TO 11" SLUMP.

b. FULLY GROUT ALL CELLS.

c. PROVIDE UNITS WITH MINIMUM SPACE IN CELLS TO RECEIVE GROUT OF 3"X3" AND ALIGN TO PROVIDE

UNOBSTRUCTED OPENINGS.

d. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR TO INITIAL SET.

GROUT CONTINUOUSLY USING POUR HEIGHTS NOT EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO INTERRUPTIONS EXCEEDING 1 HOUR.

e. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT TIME OF PLACEMENT.

RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS

OCCURRED.

4. CONSTRUCTION

a. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.

b. EMPLOY FULL MORTAR BEDDING FOR PARTIALLY GROUTED WALLS.

c. ARCHITECTURAL COMPONENTS SUCH AS SEALANT, FLASHING, ETC, ARE NOT ILLUSTRATED IN

STRUCTURAL DETAILS. SEE ARCHITECTURAL DRAWINGS FOR THESE COMPONENTS.

5. VERTICAL REINFORCEMENT

a. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING:

1. EXTERIOR NON STRUCTURAL 8" CMU = 10FT TALL: (1) #6@40" OC

2. INTERIOR NON STRUCTURAL 8" CMU PARTITION WALL: (1) #5@24" OC

3. STRUCTURAL 8" CMU: (1) #5@24" OC

4. STRUCTURAL 12" CMU: (1) #5@24" OC

b. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT INTERSECTION OF WALLS, BELOW AND AT EACH SIDE OF EACH BEAM BEARING ON WALL, AND AT EACH SIDE OF EACH OPENING GREATER THAN 12" IN

WIDTH.

c. PROVIDE FOUNDATION DOWEL SAME SIZE AND LOCATION AS EACH VERTICAL BAR IN WALL ABOVE.

(1) WHERE BEARING ON FOUNDATION, CAST INTO SUPPORTING CONCRETE WITH REQUIRED HOOK

EMBEDMENT LENGTH.

(2) WHERE BEARING ON THICKENED SLAB, EXTEND DOWELS TO WITHIN 2" OF THE BOTTOM OF SLAB

AND PROVIDE A STANDARD 90° HOOK.

(3) EXTEND ABOVE SURFACE OF SUPPORTING CONCRETE A MINIMUM OF 2" GREATER THAN

REQUIRED LAP SPLICE LENGTH.

d. EXTEND ALL VERTICAL BARS FROM BOTTOM COURSE THRU TOP BOND BEAM.

6. HORIZONTAL REINFORCEMENT

a. CONSTRUCT BOND BEAMS USING (2) #4 HORIZONTAL AT 8" CMU, (2) #5 AT 12" CMU.

b. PROVIDE CONTINUOUS BOND BEAMS AT BOTTOM COURSE, WHERE INDICATED ON STRUCTURAL OR

ARCHITECTURAL DRAWINGS, AND AT A MAXIMUM VERTICAL SPACING OF 24".

c. WHERE TOP OF WALL IS FLAT, PROVIDE BOND BEAM AT TOP-MOST OR AT SECOND FROM TOP-MOST

COURSE AS PRACTICABLE TO MAINTAIN CONTINUITY.

d. PROVIDE BOND BEAM BELOW EACH OPENING AND EXTEND 24" MINIMUM BEYOND EACH SIDE OF

OPENING.

7. CONTROL JOINTS:

a. STRUCTURAL MASONRY HAS BEEN DESIGNED TO MEET THE AREA OF REINFORCEMENT STEEL REQUIRED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) TEK 10-3 ALTERNATIVE ENGINEERED METHOD TO LIMIT CRACK WIDTH WITHOUT THE USE OF CONTROL JOINTS. DO NOT INSTALL CONTROL

JOINTS IN STRUCTURAL MASONRY UNLESS NOTED OTHERWISE.

b. LOCATE CONTROL JOINTS ONLY WHERE NOTED ON PLAN. USE PREMOLDED CONTROL JOINT KEY INSETS

WITH SASH BLOCK

8. TOP CLIP SUPPORTS

a. WHERE TOP OF WALL IS NOT OTHERWISE LATERALLY SUPPORTED, PROVIDE ANGLES, BENT PLATES, OR

DIAGONAL BRACING PER TYPICAL DETAILS ON CONTRACT DRAWINGS, UNLESS NOTED OTHERWISE.

b. FULLY GROUT TWO CELLS UNDER EACH TOP CLIP, OR PROVIDE SOLID UNITS.

3. SPECIAL INSPECTIONS: SEE SECTION 01 45 35 WITH ATTACHMENTS.

6. MATERIALS (CONTINUED):

C. STRUCTURAL STEEL:

1. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 15th

EDITION, AS MODIFIED BY CONTRACT DOCUMENTS.

2. DESIGN AND PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED, AND DO NOT REMOVE IT UNTIL ALL PERMANENT LATERAL-LOAD-RESISTING ELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992/A572, Fy = 50 KSI.

4. OTHER SHAPES, PLATES, AND THREADED RODS: ASTM A572 GRADE 50, Fy = 50 KSI, UNLESS NOTED OTHERWISE.

ANGLE AND CHANNEL: ASTM A572, Fy = 50 KSI.

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE C, Fy = 50 KSI.

6. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE C, Fy = 46 KSI.

7. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.

8. BOLTS

a. 3/4" DIAMETER ASTM F3125 GRADE A325, UNLESS NOTED OTHERWISE.

b. FRAMING CONNECTIONS: PRETENSIONED JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

c. BRACING CONNECTIONS: PRETENSIONED JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

d. CONNECTION BOLTS TO BE AT 3" SPACING, UNO.

e. FAYING SURFACES SHALL SATISFY THE REQUIREMENTS FOR SLIP CRITICAL CONNECTIONS, CLASS A OR

HIGHER PER AISC 341

f. DISTANCE FROM CENTER OF BOLT HOLE TO EDGE OF CONNECTED PART TO BE 1 1/2" FOR 3/4" DIAMETER

ASTM A325 BOLTS, UNO.

g. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO COLUMN WEB OR GIRDER WEB DIRECTLY

OVER COLUMN, PROVIDE TEMPORARY SEAT ANGLE ATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM, MINIMUM L4X3X3/8 LLH WITH TWO BOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITED WITHOUT EXPLICIT PRIOR APPROVAL IN WRITING FROM

STRUCTURAL ENGINEER OF RECORD.

9. WELDING: AWS D1.1 USING E70 ELECTRODE, WITH LOW HYDROGEN WHERE REQUIRED. PERFORM ULTRASONIC

TESTING ON ALL CJP GROOVE WELDS.

10. PROVIDE SPACER PLATES FOR DOUBLE ANGLE MEMBERS TO COMPLY WITH AISC 360 PARAGRAPH E6.2.

a. THICKNESS: MATCH END GUSSET PLATES.

b. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING 3/16" X 1" LONG FILLET

WELDS.

11. HEADED STUDS

a. ASTM A108, GRADE 1015 OR 1020.

b. FIELD INSTALL ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SURFACES OF BEAMS OR JOISTS.

12. ANCHOR RODS

a. ASTM F1554 GRADE 55 (S1) UNLESS SPECIFICALLY NOTED.

b. LOCATE ANCHOR RODS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN POSITION WHILE

PLACING CONCRETE. PROTECT IN-PLACE ANCHOR RODS FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT EXPLICIT PRIOR APPROVAL IN WRITING FROM STRUCTURAL

ENGINEER OF RECORD:

A. INSERTING ANCHOR RODS INTO FRESH OR PARTIALLY HARDENED CONCRETE.

B. SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR RODS ARE INDICATED.

C. REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR RODS.

13. POST-INSTALLED ANCHORS

a. SEE POST-INSTALLED ANCHOR TABLE.

14. GROUT: CEMENTITIOUS NONSHRINK PER ASTM C1107.

15. REFER TO ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL NOT INCLUDED IN STRUCTURAL DRAWINGS.

INCLUDE MISCELLANEOUS STEEL IN SHOP DRAWINGS SUBMITTED FOR REVIEW AND APPROVAL.

D. STEEL JOISTS:

1. DESIGN, FABRICATE, AND ERECT STEEL JOISTS, BRIDGING, CONNECTIONS, AND ACCESSORIES IN ACCORDANCE

WITH SJI SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

2. JOISTS CALLED OUT ON CONTRACT DRAWINGS ARE SIZED FOR EQUIVALENT UNIFORM GRAVITY LOADS ONLY.

FURTHER DESIGN AND MODIFY JOISTS AS REQUIRED FOR ADDITIONAL DISTRIBUTED AND CONCENTRATED DEAD, LIVE, WIND INCLUDING UPLIFT, SNOW INCLUDING DRIFT, AND OTHER LOADS INDICATED ON CONTRACT DRAWINGS, REQUIRED TO SUPPORT PIPING OR OTHER UTILITIES, OR SUPPLIED BY EQUIPMENT VENDORS.

3. PROVIDE JOISTS CAPABLE OF SUPPORTING, WITHOUT REINFORCEMENT, A 1000 LB CONCENTRATED LIVE LOAD AT ANY POINT ALONG THE TOP OR BOTTOM CHORD. ACCOUNT FOR ANY AXIAL COMPONENT OF CONCENTRATED

LOADS DUE TO THE SLOPE OF THE JOIST, WERE APPLICABLE.

4. SIZE JOISTS FOR DEFLECTION NOT EXCEEDING 1/240 OF THE SPAN DUE TO TOTAL LOAD NOR 1/360 OF THE SPAN

DUE TO LIVE LOAD.

5. ATTACH JOISTS TO SUPPORTING STRUCTURAL MEMBERS OR BEARING PLATES USING MINIMUM 1/8" X 3" LONG FIELD FILLET WELD ON EACH SIDE OF SEAT, UNLESS NOTED OTHERWISE. USE 1/2"-DIAMETER BOLTS FOR NON-

PANELIZED JOISTS OF 40 FT OR GREATER SPAN.

6. INSTALL JOISTS SUPPORTING STEEL DECK TO PROVIDE FLAT PLANE FOR DECK ATTACHMENT. PROVIDE JOIST

MODIFICATIONS AND SHIMS WHERE REQUIRED.

7. PROVIDE ADDITIONAL BRIDGING AT ROOF JOISTS AS REQUIRED FOR UPLIFT LOADS INDICATED ON CONTRACT

DRAWINGS.

8. THE FOLLOWING ARE PROHIBITED WITHOUT EXPLICIT PRIOR APPROVAL IN WRITING FROM STRUCTURAL

ENGINEER OF RECORD:

a. CHANGE OF JOIST DEPTH FROM THAT INDICATED.

b. USE OF BOLTS LARGER THAN INDICATED FOR JOIST ATTACHMENT.

c. ANY MODIFICATION OF JOISTS NOT DISCUSSED ABOVE.

E. STEEL DECK:

1. DESIGN, FABRICATE, AND INSTALL STEEL DECK, ATTACHMENTS, AND ACCESSORIES IN ACCORDANCE WITH AISI

COLD-FORMED STEEL DESIGN MANUAL AND APPLICABLE SDI MANUALS AS MODIFIED BY CONTRACT

DOCUMENTS.

2. ROOF DECK:

a. HANGAR AND SHOPS (SEE S-120 FOR LOCATIONS): 1 1/2", 20 GAGE, WIDE RIB WITH MINIMUM Fy = 33 KSI, GALVANIZED G90.

b. SHOPS (SEE S-120 FOR LOCATIONS), HANGAR DOOR POCKETS, AND ENTRY VESTIBULE: 1 1/2", 16 GAGE, WIDE RIB WITH MINIMUM Fy = 33 KSI, GALVANIZED G90.

c. DRAFT CURTAIN: SEE S-581.

3. COMPOSITE FLOOR DECK: 2", 18 GAGE, WITH MINIMUM Fy = 40 KSI, GALVANIZED G90.

4. FORM DECK: 0.6C, 22 GAGE, WITH MINIMUM Fy = 60 KSI, GALVANIZED G90.

5. PROVIDE ROOF DECK AND ATTACHMENTS CAPABLE OF RESISTING THE FOLLOWING DIAPHRAGM SHEAR

FORCES.

a. HANGAR: WIND: 195 PLF (ULTIMATE LEVEL, 1.0W), SIMULTANEOUS WITH UPLIFT LOADS INDICATED ON

CONTRACT DRAWINGS.

b. SHOPS: WIND: 286 PLF (ULTIMATE LEVEL, 1.0W), SIMULTANEOUS WITH UPLIFT LOADS INDICATED ON

CONTRACT DRAWINGS.

6. PROVIDE FLOOR DECK AND ATTACHMENTS CAPABLE OF RESISTING THE FOLLOWING DIAPHRAGM SHEAR

FORCES.

a. WIND: 168 PLF AT ULTIMATE LEVEL, 1.0W.

7. INSTALL DECK TO CROSS A MINIMUM OF TWO SPANS. PROVIDE 2" MINIMUM LENGTH OF END LAPS FOR ROOF

DECK AND BEARING AT ALL SUPPORTS.

8. SUPPORT DECK AT EDGES OF OPENINGS AND AROUND COLUMNS. PROVIDE ADDITIONAL FRAMING AS REQUIRED AND FABRICATE DECK TO RUN CONTINUOUSLY OVER MINOR OPENINGS. DO NOT CUT SUCH OPENINGS UNTIL

NEEDED BY OTHER TRADES.

9. PROVIDE MINIMUM DECK ATTACHMENT AS FOLLOWS.

a. HANGAR AND SHOPS ROOF DECK: FASTEN AT EACH END AND AT INTERMEDIATE SUPPORTS BY 3/4"

DIAMETER PUDDLE WELDS, 36/4 PATTERN, AND MAKE SIDELAP CONNECTIONS AT SEAMS USING 5/8"

DIAMETER PUDDLE WELDS , 4 PER SPAN.

b. FLOOR DECK: FASTEN AT EACH END AND AT INTERMEDIATE SUPPORTS BY 5/8" DIAMETER PUDDLE WELDS, 36/4 PATTERN, AND MAKE SIDELAP CONNECTIONS AT SEAMS USING 5/8" DIAMETER PUDDLE

WELDS, 3 PER SPAN.

c. MAKE CONNECTIONS ALONG SIDE BOUNDARIES, RIDGE PLATES, AND ROOF SUB FRAMING AT 12" ON

CENTER MAXIMUM.

d. FORM DECK: CONTRACTOR SHALL PROVIDE ATTACHMENT AS REQUIRED FOR CONSTRUCTION

PROCEDURE, MINIMUM 12" FASTENING OC BETWEEN FORM DECK PANELS.

e. DO NOT SUBSTITUTE SCREWS OR POWER-ACTUATED FASTENERS WHERE WELDS ARE SPECIFIED.

f. STUD WELDS MAY BE USED IN LIEU OF PUDDLE WELDS IF STUDS ARE APPLIED THROUGH THE DECK ON

THE STRUCTURAL STEEL IN ACCORDANCE WITH ANSI/SDI C-2017 SECTION 3.2.E.

10. DO NOT SUSPEND ANYTHING DIRECTLY FROM ROOF DECK OR FROM CONCRETE SLAB ON FLOOR DECK.

PROVIDE ADDITIONAL FRAMING BETWEEN ROOF OR FLOOR MEMBERS AS REQUIRED.

F. COLD-FORMED STEEL FRAMING:

1. DESIGN, FABRICATE, AND ERECT COLD-FORMED STEEL FRAMING IN ACCORDANCE WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND APPLICABLE SSMA PUBLICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

2. SHAPE DESIGNATIONS FOR STUDS, JOISTS, TRACK, CHANNELS, AND FURRING CHANNELS: PER SSMA PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE, FLANGE WIDTH, AND MATERIAL THICKNESS.

3. FRAMING MEMBERS

a. ASTM A653 GRADE 33, Fy = 33 KSI, UNLESS NOTED OTHERWISE.

b. ASTM A653 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR GREATER AND WHERE

INDICATED AS "(50)".

4. FINISH: HOT-DIP GALVANIZE TO PROVIDE COATING CLASS G90.

5. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING STEEL DRILL

SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING AND MANUFACTURER'S STANDARD HEADS

ELSEWHERE.

6. BOLTS: ASTM F3125, GRADE A325.

7. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.

US Army Corps of Engineers ®

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