W912QR21R0006_Plans-0002.pdf

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***SAFETY PAYS***

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DRAWING INDEX - VOLUME 2 OF 2

\\bmcd\dfs\Clients\ANF\USCOE\NwO\107620_WPAFBHYDRANT\Design\Civil\Sheets\107620_G-001.dwg

10/1/2020 4:23:19 PM

G-003

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A

M E

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M E

J G

W

W

2Q R

R

-0

M

W

E

FF

C

EPDS

E

C

EPDS

EPDS

PP#_

CO

CP

W

W

CBCB

W

W

CB

CB

CB

CB

W

C

CO

S

E

E

C

CO

CO

C

M

W

CO

CO

S

CO

CB

CB

CB

CB

TBM 1

TBM

SQUARE TYPE SDCB

RIM ELEV. = 815.16

INV. IN (SW) = 810.83

INV. IN ((NW) = 810.08

INV. IN (SE) = 811.15

INV. OUT (NE) = 809.85

10"

PVC

6" P

V

C

24" RCP

SQUARE TYPE SDCB

RIM ELEV. = 814.77

INV, IN (SW) = NO DATA

INV. IN (NW) = 805.98

INV. IN (NE) = 805.97

INV. OUT (SE) = 805.87

R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 814.48

INV. IN (NW) = 809.18

INV. IN (NE) = 809.16

INV. OUT (SE) = 806.11

24"

R

C

P

48" RCP

R

C

P

ROUND TYPE SDMH

RIM ELEV. = 813.77

INV. IN (NW) = 805.84

INV. IN (SE) = 809.84

INV. OUT (SW) = 805.79

SQUARE TYPE SDCB

RIM ELEV. = 814.88

INV. IN (NW) = 805.87

INV. IN (NE) = 805.87

INV. OUT (SW) = 805.80 48" RCP2

R

C P

SQUARE TYPE SDCB

RIM ELEV. = 815.50

INV. IN (NW) = 812.62

INV. OUT (SE) = 807.851

P

V C

SQUARE TYPE SDCB

RIM ELEV. = 815.54

INV. IN (NE) = NO DATA

INV. IN (NW) = 812.85

INV. OUT (SE) = 812.82

SQUARE TYPE SDCB

RIM ELEV. = 815.43

INV. IN (NW) = 807.98

INV. IN (SE) = 811.21

INV. OUT (SE) = 807.96

H

D

P

E

" R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 816.12

INV. IN (NE) = 808.58

INV. IN (SW) = 808.26

INV. OUT (SE) = 808.02

15" R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 812.71

INV. OUT (NW) = 807.68

" R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 814.00

INV. IN (NE) = 806.33

INV. IN (SE) = 807.60

INV. OUT (SW) = 806.33

SQUARE TYPE SDCB

RIM ELEV. = 816.29

TOP OF PIPE BUSTED OUT

INV. EL (NE) = 806.58

NO SW PIPE SURVEYED

SQUARE TYPE SDCB

RIM ELEV. = 816.45

INV. IN (NE) = NO DATA

INV. IN (NW) = 808.40

INV. OUT (SW) = 807.58

CENTER FL = 807.06

PIPE SIZE AND

MATERIAL IS

UNKNOWN

" R

C

P

ROUND TYPE SDMH

RIM ELEV. = 816.31

INV. IN (NE) = 813.42

INV. IN (SW) = 816.32

INV. OUT (NW) = 811.52

12" RCP

P

V

C

R

C

P

INV. = 816.93

SQUARE TYPE SDCB

RIM ELEV. =817.32

APPROX. C/L 808.06'

ROUND TYPE SDCB

RIM ELEV. = 814.04

INV. IN (NW) = 809.66

INV. IN (NE) = 809.68

INV. IN (SW) = 811.94

INV. OUT (NE) = 809.57

R

C

P

" P

V

C

6" HDPE

12" RCP

SQUARE TYPE SDCB

RIM ELEV. = 816.67

INV. IN (NW) = 811.41

INV. IN (SW) = 810.31

INV. OUT (NE) = 810.12

SQUARE TYPE SDCB

RIM ELEV. = 815.15

INV. IN (S) = 812.92

INV. IN (SW) = 810.92

INV. OUT (SE) = 810.91

18"

RCP

P

V

C

R

C

P TO BUILDING

OVAL PIPE RCP END

INV. EL. = 809.06

SIZE NOT SURVEYED

INV. EL. = 809.56

WEST RAMP FLANGE

CONNECTION PIT

TOP EL. = 816.91

EMERGENCY FUEL

SHUT OFF (TYP)

SQUARE TYPE SDCB

RIM ELEV. = 815.50

NO INVERTS SURVEYED

UNDERGROUND

HOT WATER LINES

MH NOT FOUND

UPSTREAM

C

B

CB

C

B

CB

CB

C

B

C

B

C

B

CB

C

B

CB

C

B

CB

FIELD VERIFY EXISTENCE AND

LOCATIONS OF EXISTING UTILITIES

PRIOR TO CONSTRUCTION OF THE

PROPOSED SANITARY SEWER

CONNECTION.

C

B

CB

CB

CB

E

E

E

E

E

E

E

CB

10" RCP

C

B

M

100N 673466.92

E 1535270.49

ELEV 816.26

101N 673234.21

E 1535063.08

ELEV 816.01

N

673505.54

E 1535457.42

ELEV 817.00

W

P3

N 673517.54

E 1535428.71

ELEV 816.78

W

P4N 673324.63

E 1535198.98

ELEV 816.14

W

P5N 673185.02

E 1535030.49

ELEV 815.06

W

P6

N 673398.56

E 1534821.21

ELEV 815.60

SCHWIENFORT AVE

V A

N D

E N

B U

R G

A

D

F

R

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D

M

O

R

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H

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W

M

W

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FF

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EPDS

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C

EPDS

EPDS

PP#_

CO

CP

W

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CBCB

W

W

CB

CB

CB

CB

W

C

CO

S

E

E

C

CO

CO

C

M

W

CO

CO

S

CO

CB

CB

CB

CB

TBM 1

TBM

SQUARE TYPE SDCB

RIM ELEV. = 815.16

INV. IN (SW) = 810.83

INV. IN ((NW) = 810.08

INV. IN (SE) = 811.15

INV. OUT (NE) = 809.85

10"

PVC

6" P

V

C

24" RCP

SQUARE TYPE SDCB

RIM ELEV. = 814.77

INV, IN (SW) = NO DATA

INV. IN (NW) = 805.98

INV. IN (NE) = 805.97

INV. OUT (SE) = 805.87

R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 814.48

INV. IN (NW) = 809.18

INV. IN (NE) = 809.16

INV. OUT (SE) = 806.11

24"

R

C

P

48" RCP

R

C

P

ROUND TYPE SDMH

RIM ELEV. = 813.77

INV. IN (NW) = 805.84

INV. IN (SE) = 809.84

INV. OUT (SW) = 805.79

SQUARE TYPE SDCB

RIM ELEV. = 814.88

INV. IN (NW) = 805.87

INV. IN (NE) = 805.87

INV. OUT (SW) = 805.80 48" RCP2

R

C P

SQUARE TYPE SDCB

RIM ELEV. = 815.50

INV. IN (NW) = 812.62

INV. OUT (SE) = 807.851

P

V C

SQUARE TYPE SDCB

RIM ELEV. = 815.54

INV. IN (NE) = NO DATA

INV. IN (NW) = 812.85

INV. OUT (SE) = 812.82

SQUARE TYPE SDCB

RIM ELEV. = 815.43

INV. IN (NW) = 807.98

INV. IN (SE) = 811.21

INV. OUT (SE) = 807.96

H

D

P

E

" R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 816.12

INV. IN (NE) = 808.58

INV. IN (SW) = 808.26

INV. OUT (SE) = 808.02

15" R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 812.71

INV. OUT (NW) = 807.68

" R

C

P

SQUARE TYPE SDCB

RIM ELEV. = 814.00

INV. IN (NE) = 806.33

INV. IN (SE) = 807.60

INV. OUT (SW) = 806.33

SQUARE TYPE SDCB

RIM ELEV. = 816.29

TOP OF PIPE BUSTED OUT

INV. EL (NE) = 806.58

NO SW PIPE SURVEYED

SQUARE TYPE SDCB

RIM ELEV. = 816.45

INV. IN (NE) = NO DATA

INV. IN (NW) = 808.40

INV. OUT (SW) = 807.58

CENTER FL = 807.06

PIPE SIZE AND

MATERIAL IS

UNKNOWN

" R

C

P

ROUND TYPE SDMH

RIM ELEV. = 816.31

INV. IN (NE) = 813.42

INV. IN (SW) = 816.32

INV. OUT (NW) = 811.52

12" RCP

P

V

C

R

C

P

INV. = 816.93

SQUARE TYPE SDCB

RIM ELEV. =817.32

APPROX. C/L 808.06'

ROUND TYPE SDCB

RIM ELEV. = 814.04

INV. IN (NW) = 809.66

INV. IN (NE) = 809.68

INV. IN (SW) = 811.94

INV. OUT (NE) = 809.57

R

C

P

" P

V

C

6" HDPE

12" RCP

SQUARE TYPE SDCB

RIM ELEV. = 816.67

INV. IN (NW) = 811.41

INV. IN (SW) = 810.31

INV. OUT (NE) = 810.12

SQUARE TYPE SDCB

RIM ELEV. = 815.15

INV. IN (S) = 812.92

INV. IN (SW) = 810.92

INV. OUT (SE) = 810.91

18"

RCP

P

V

C

R

C

P TO BUILDING

OVAL PIPE RCP END

INV. EL. = 809.06

SIZE NOT SURVEYED

INV. EL. = 809.56

WEST RAMP FLANGE

CONNECTION PIT

TOP EL. = 816.91

EMERGENCY FUEL

SHUT OFF (TYP)

SQUARE TYPE SDCB

RIM ELEV. = 815.50

NO INVERTS SURVEYED

UNDERGROUND

HOT WATER LINES

MH NOT FOUND

UPSTREAM

C

B

CB

C

B

CB

CB

C

B

C

B

C

B

CB

C

B

CB

C

B

CB

FIELD VERIFY EXISTENCE AND

LOCATIONS OF EXISTING UTILITIES

PRIOR TO CONSTRUCTION OF THE

PROPOSED SANITARY SEWER

CONNECTION.

C

B

CB

CB

CB

E

E

E

E

E

E

E

CB

10" RCP

C

B

M

100N 673466.92

E 1535270.49

ELEV 816.26

101N 673234.21

E 1535063.08

ELEV 816.01

N

673505.54

E 1535457.42

ELEV 817.00

W

P3

N 673517.54

E 1535428.71

ELEV 816.78

W

P4N 673324.63

E 1535198.98

ELEV 816.14

W

P5N 673185.02

E 1535030.49

ELEV 815.06

W

P6

N 673398.56

E 1534821.21

ELEV 815.60

SCHWIENFORT AVE

V A

N D

E N

B U

A

D

(GIS) (GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

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(GIS)

(GIS)

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(GIS)

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(GIS)

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IS

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(G

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(G

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US ARMY CORPS

OF ENGINEERS ®

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SHEET

REFERENCE

NUMBER:

6 7 8 9

***SAFETY PAYS***

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***SUPPORT VALUE ENGINEERING - IT PAYS***

FILE:

DATE:

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SCALE 1"=1000'

CONSTRUCTION ACCESS AND STAGING

A1

CONTRACTOR ACCESS ROUTE TO WORK SITE

LEGEND

RUNWAY 5R-23L

TW B

PROJECT

LOCATION

OLD GATE 26A

(CLOSED)

GATE 16A

AIR OPERATIONS AND AIRFIELD MANAGEMENT (BUILDING 206)

RUNWAY 5L-23R

TW A

TW B

TW A

WEST RAMP

LO

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P R O

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A

AIRFIELD TRAFFIC CONTROL TOWER (ATCT)

FIRE DEPARTMENT

S

K

E

V

E

MEDICAL CENTER

GATE 12A

STATE ROUTE 844

PASS AND

REGISTRATION

(BUILDING 286)

H

E

B

B

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(STATE RT 4)

FIRE DEPARTMENT

HAUL ROUTE

INBOUND OR OUTBOUND

MAIN GATE

N

2000'0 1000'

GENERAL ACCESS NOTES:

1. SEE SHEET GC003 AND GC004 FOR OTHER NOTES.

2. CONTRACTOR SHALL MAINTAIN SECURITY CONTROL AT THE AIRFIELD ACCESS

GATES AND CONTRACTOR STAGING AREA AT ALL TIMES. GATES SHALL BE

CLOSED AND LOCKED AT ALL TIMES WHEN NO CONSTRUCTION ACTIVITIES ARE

OCCURRING. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SECURITY

WITHIN THEIR RESPECTIVE CONSTRUCTION AREA AT ALL TIMES. CONTRACTOR

SHALL DAISY CHAIN THEIR OWN LOCK WITH WRIGHT PATTERSON AFB AIRFIELD

MANAGEMENT PAD LOCK PRIOR TO CONSTRUCTION.

3. ALL WORK IS CONSIDERED INSIDE WRIGHT PATTERSON AFB SECURITY FENCE

AND REQUIRES BADGED PERSONNEL AND ALL EQUIPMENT TO BE PROCESSED

THRU WRIGHT PATTERSON AFB SECURITY GATES.

4. CONTRACTOR TO RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION

CONDITIONS UPON COMPLETION OF SITE WORK. ALL AREAS OF SITE

DEMOLITION TO BE SEEDED UNLESS INDICATED FOR SOME OTHER TYPE OF

SURFACING. CONTRACTOR SHALL CONSTRUCT TEMPORARY FENCES AROUND

THE STAGING AND LAYDOWN AREAS AS NEEDED TO MAINTAIN THE SAFETY

AND SECURITY OF THEIR EQUIPMENT, WORK, AND MATERIALS. REMOVE ALL

TEMPORARY CONSTRUCTION FENCES PRIOR TO COMPLETION OF THE WORK.

5. CLEAR ACCESS FOR ALL EQUIPMENT, DELIVERIES, AND PERSONNEL TO THE

PROJECT WORK AREAS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION

ON HAUL ROUTES.

6. CONTRACTOR POV PARKING SHALL BE WITHIN THE LIMITS OF THE STAGING

AND LAYDOWN AREA. CONTRACTOR PARKING SHALL NOT BE PERMITTED IN

ANY OTHER AREA ON SITE, INCLUDING AIRFIELD AREAS.

7. ANY REQUEST TO DEVIATE FROM THE HAUL ROUTE SHOWN ON PLANS MUST BE

APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.

8. CLEARLY MARK HAUL ROUTES WITH SIGNAGE AS SHOWN PRIOR TO STARTING

WORK. SEE DRAWINGS GC006 AND GC007.

9. ALL COMMERCIAL VEHICLES AND DELIVERIES MUST PASS THROUGH GATE 16A.

10. PRIOR TO STARTING WORK, SUBMIT STAGING AREA SET UP PLANS (INCLUDING

DIGGING AND ENVIRONMENTAL CONTROLS) TO THE CONTRACTING OFFICER

FOR REVIEW AND APPROVAL. INSTALL STORMWATER POLLUTION PREVENTION

(SWP3) DEVICES AND STRIP TOPSOIL WITHIN THE STAGING AREA SITE.

STOCKPILE AND/OR REMOVE EXCESS TOPSOIL FROM THE SITE AS REQUIRED.

STRIP TOPSOIL IN THE PROJECT AREA AND STOCKPILE. PLACE MINIMUM 2

INCHES OF AASHTO #57 AGGREGATE AS A SURFACE TO SUPPORT VEHICLE

MOVEMENTS AND SITE ACCESS DUE TO INCLEMENT WEATHER. AT THE

COMPLETION OF THE PROJECT, REMOVE AGGREGATE, PLACE TOPSOIL, AND

SEED ALL DISTURBED AREAS PRIOR TO PROJECT COMPLETION.

11. MAXIMUM HAUL ROUTE SPEED LIMIT IS 25 MPH, OR AS POSTED, WHICHEVER IS

LOWER. MAXIMUM AIRFIELD SPEED LIMITS ARE 15 MPH FOR GENERAL PURPOSE

VEHICLES, 10 MPH FOR SPECIAL PURPOSE VEHICLES, AND 10 MPH FOR ALL

VEHICLES DURING REDUCED VISIBILITY CONDITIONS.

12. GATES TO AIRFIELD WILL BE LOCKED AT ALL TIMES UNLESS MANNED BY A

GATE GUARD PROVIDED BY THE CONTRACTOR AND APPROVED BY BASE

SECURITY AND AIRFIELD MANAGEMENT.

13. SEE STAGING AREA ON GC007.

14. DAMAGE TO THE HAUL ROUTE FROM HAULING OPERATIONS WILL REQUIRE

REPAIRS PRIOR TO PROJECT COMPLETION TO RESTORE THE ROUTE TO

EXISTING OR BETTER CONDITION. THE CONTRACTOR SHALL TAKE REASONABLE

PRECAUTIONS DURING HAULING OPERATIONS TO PREVENT DAMAGE TO THE

HAUL ROUTES. MAINTAIN THE ROUTES DURING THE PROJECT AND KEEP IT IN

PROPER FUNCTIONING ORDER, FREE OF POTHOLES, RUTS, AND OTHER

SIMILAR PAVEMENT DAMAGE. ALL DAMAGES WILL BE REPAIRED IN

ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. SEE GENERAL NOTE

6 ON GC003.

15. COMMERCIAL VEHICLES AND DELIVERIES WILL PULL INTO THE COMMERCIAL

VEHICLE SCREENING AREA AND THEN BACK INTO A PARKING POSITION FOR

INSPECTION TO FACILITATE EXITING WHEN INSPECTIONS ARE COMPLETE.

ACCESS GATE NOTES:

1. MOBILIZATION/SUBMITTALS (PRIOR TO PHYSICAL CONSTRUCTION), ACCESS TO THE

BASE WILL BE THROUGH GATE 16A ONLY. EXCEPTIONS MAY BE GRANTED AT THE

GOVERNMENT'S DISCRETION, COORDINATE WITH THE CONTRACTING OFFICER.

2. PHYSICAL CONSTRUCTION, COMMERCIAL VEHICLES, AND DELIVERIES FOR THIS

PROJECT MAY ONLY ACCESS THE BASE THROUGH GATE 16A. GATE 26A MAY BE USED

FOR VEHICLES EXITING THE BASE AND IS OPEN MONDAY THROUGH FRIDAY FROM 0600

TO 1800 HOURS AND CLOSED SATURDAYS, SUNDAYS, AND FEDERAL HOLIDAYS.

3. DELIVERIES PRIOR TO 0600 AND AFTER 1800 HOURS ARE PROHIBITED UNLESS

OTHERWISE APPROVED AND COORDINATED WITH THE CONTRACTING OFFICER,

AIRFIELD MANAGEMENT, AND SECURITY FORCES A MINIMUM OF 10 DAYS IN ADVANCE.

4. GATE 12A IS THE ONLY FACILITY ENTRY/EXIT POINT BETWEEN 1800 HOURS AND 0600

HOURS DAILY. USE OF THIS GATE MUST BE COORDINATED WITH THE CONTRACTING

OFFICER A MINIMUM OF SEVEN DAYS IN ADVANCE AND IS ONLY FOR SPECIAL

SITUATIONS.

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GC006

R

B

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GATE 26A

ALL VEHICLES (POV AND

COMMERCIAL) INBOUND

AND OUTBOUND

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S-205

27'-0" 27'-0"

EDGE OF

CANOPY

ABOVE

S L O

P E

S L O

P E

SLOPESLOPE

HHTC STAND ISLAND

TRUCK OFFLOAD

STAND ISLAND

S L O

P E

T/CURB EL 816'-0"

SLOPESLOPE

C J

C J

CL DRAIN

CURB CLJ

SEE NOTE 11

TYP

C L J

C L J

IJ

T/ISLAND EL 815'-6"

T/SLAB EL 815'-0"

T/ISLAND EL 815'-8"

C3

S-521

TYP

(2) #5x 5'-0" @ 4" OC

ADD BARS CTRD IN SLAB

DRAIN T/GRATE

EL 814'-10"

SEE NOTE 13

T/SLAB

EL 815'-3"

TRUCK

UNLOADING SKID

SEE MECH

HIGH POINT T/SLAB

EL 815'-6"

T/SLAB EL 815'-0"

C L J

C J

C L J

C J

T/ISLAND EL 815'-8"

TOS.1 TOS.2 TOS.3

TOS.A

T/SLAB EL 815'-0"

T/SLAB EL 815'-0"

A1

S-205

PS-19

LOW POINT DRAIN PIT

SEE S-534

S-525

A4 TYP

8'-11"

D1

S-205

7'-0"

D1

S-523

PS-1

PS-1

PS-1

D3

S-555

C J

C J

T/CURB EL 816'-0"

TYP 3 SIDES

T/ISLAND EL 815'-7"

S L O

P E

S L O

P E

S L O

P E

SLO

P

E

T/CURB EL 816'-2"

T/CURB EL

815'-7"

T/ISLAND EL 815'-6"

2'-0"x2'-0"x4"

UNREINFORCED CONC

SPLASH BLOCK

TYP 3 PLACES

T/SLAB EL 816'-0"

T/SLAB

EL 815'-8 1/2"

T/SLAB EL

815'-7"

T/CURB EL 815'-9"

S

LO

P E

S

LO

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SLO

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T/SLAB

EL 814'-11 1/2"

T/CURB EL 816'-2"

27'-0" 27'-0"

8'-6" 10'-0" 29'-0" 21'-0" 8'-6"

20'-0" 9'-0"

11'-0"

8'-11"

77'-0"

7'-0"

27'-0" 27'-0"

8'-11"

7'-0"

3'-0" 27'-0" 27'-0" 3'-0"

2'-0"2'-0"

2'-0" 2'-0"2'-0"2'-0"

8'-11"

CURB

4'-0" SLOPE

T/CURB EL 816'-2"

CURB

4'-0" SLOPE

C J

CLJ

C L J

C L J

6'-9"4'-6"

C J

CLJ

PS-11

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B

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2 4 7 8 9

LOUISVILLE DISTRICT

KEY MAP

C:\Revit_Projects\107620_S_Central_mpatel@burnsmcd.com.rvt

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S-108

Is s u e D a te

0 2' 4' 8'

N

SCALE: 1/4" = 1'-0"A1

TRUCK OFFLOAD STATION FOUNDATION AND SLAB PLAN

NOTES:

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE CIVIL DRAWINGS FOR EXACT FACILITY LOCATION AND ORIENTATION.

3. ELEVATION INDICATED FOR THIS FACILITY EQUALS THE DATUM

ELEVATION SHOWN ON THE CIVIL SHEETS.

4. FOR DRIVE SLAB, ISLAND SLABS, AND EQUIPMENT PADS CONSTRUCTION

JOINT (CJ), CONTROL JOINT (CLJ), AND ISOLATION JOINT (IJ) DETAILS, SEE

SHEET S-501. ALL JOINTS SHALL BE SEALED WITH FUEL RESISTANT

SEALANT.

5. PROVIDE 9" THICK DRIVE SLAB UNO. REINFORCE WITH #5 @ 9" EACH WAY

LOCATED 3" BELOW TOP OF SLAB. PROVIDE A MINIMUM OF 6" THICK

COMPACTED AGGREGATE BASE COURSE UNDER DRIVE SLABS.

6. PROVIDE 8" THICK ISLAND SLAB UNO. REINFORCE WITH #5 @ 12" EACH

WAY CENTERED IN THE SLAB. PROVIDE A MINIMUM OF 6" THICK

COMPACTED AGGREGATE BASE COURSE UNDER ISLANDS.

7. FOR SIZE, LOCATION AND DETAIL OF PIPE AND CONDUIT PENETRATIONS

NOT SHOWN, SEE MECHANICAL AND ELECTRICAL SHEETS.

8. PROVIDE BROOMED FINISH FOR THE TOP SURFACES OF THE FUELING

ISLAND AND DRIVE SLABS.

9. ALL EXPOSED CONCRETE SURFACES SHALL BE COATED WITH

PENETRATING SEALER/HARDENER.

10. SEISMIC DESIGN PARAMETERS (CANOPY):

NORTH-SOUTH AND EAST-WEST DIRECTION

SEISMIC FORCE RESISTING SYSTEM - STEEL CANTILEVER COLUMN

SYSTEM

R = 1.25 Ω = 1.25 Cd = 1.25

EQUIVALENT LATERAL FORCE ANALYSIS

Cs = 0.137

BASE SHEAR = 1.87 KIP

11. DISCONTINUE HORIZONTAL CURB REBAR 3" FROM EACH END OF ALL

CONTROL (CLJ) AND CONSTRUCTION (CJ) JOINTS.

12. SEE SPECIFICATION SECTION 07 61 14.00 20 FOR STANDING SEAM METAL

ROOF PANEL REQUIREMENTS. ROOF PANELS SHALL BE ABLE TO

WITHSTAND THE WIND PRESSURE INDICATED ON THIS DRAWING.

13. PROVIDE TRAFFIC-RATED HEAVY DUTY CAST IRON GRATED DRAIN INLET

ASSEMBLY (APPROX 14"x21" WITH 0.9 SQ FT OPENING). INCREASE TOTAL

SLAB THICKNESS TO 15" THICK AT THE DRAIN EXTENDING 18" MIN BEYOND

THE PERIMETER OF THE DRAIN. SEE DETAIL D1/S-523.

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B

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LOUISVILLE DISTRICT

C:\Revit_Projects\107620_M_Central_ajaldana@burnsmcd.com.rvt

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MH002

Is s u e D a te

HIGH TEMPERATURE HOT WATER (HTHW) SYSTEM ASSUMPTIONS

1. OPERATING PRESSURE OF THE EXISTING HTHW SYSTEM IS 285 PSIG.

2. THE LOWEST PRESSURE THE EXISTING HTHW SYSTEM WILL BE SUBJECTED TO IS AMBIENT

PRESSURE, OR 0 PSIG, WHEN THE SYSTEM IS TURNED OFF.

3. THE HIGHEST PRESSURE THE EXISTING HTHW SYSTEM WILL BE SUBJECTED TO IS 1.5x OPERATING

PRESSURE, OR 430 PSIG, WHEN THE SYSTEM IS HYDROSTATIC TESTED.

4. OPERATING TEMPERATURE OF THE EXISTING HTHW SYSTEM IS 400°F.

5. THE LOWEST TEMPERATURE THE EXISTING HTHW SYSTEM WILL BE SUBJECTED TO IS 40°F, OR WHEN

THE SYSTEM IS TURNED OFF.

6. THE HIGHEST TEMPERATURE THE EXISTING HTHW SYSTEM WILL BE SUBJECTED TO IS 400°F, OR

OPERATING TEMPERATURE.

7. WHERE THE EXISTING HTHW PIPING IS ROUTED BELOW GRADE IN FIGURE 1 (TO THE RIGHT), IT IS ASSUMED THAT THERE IS A VALVE ACCESS VAULT TO PROVIDE ACCESS OF ISOLATION VALVES ON

BOTH HTHWS AND HTHWR PIPING, AND DRAIN VALVES.

8. WHERE THE EXISTING HTHW PIPING IS ROUTED BELOW GRADE IN FIGURE 1 (TO THE RIGHT), IT IS

ASSUMED THAT BELOW GRADE HTHW PIPING IS ROUTED PLAN NORTH AS INDICATED ON SHEET

MH101.

9. WHERE THE EXISTING HTHW PIPING IS ROUTED BELOW GRADE IN FIGURE 1 (TO THE RIGHT), THE

DEPTH OF PIPING IS ASSUMED 5'-0" BELOW GRADE TO CENTERLINE .

10. WHERE THE EXISTING HTHW PIPING IS ROUTED BELOW GRADE IN FIGURE 1 (TO THE RIGHT), IT IS ASSUMED THE PIPING IS DIRECTLY BURIED AFTER EXITING THE VALVE ACCESS VAULT. ALL STRESS, LOADS, AND DISPLACEMENT IN THE VALVE ACCESS VAULT ASSUME THE NEAREST UNDERGROUND

ANCHOR BEING LOCATED AFTER 100 FEET OF STRAIGHT RUN PIPING (NO ELBOWS OR CHANGES IN

ELEVATION, NO SUPPORT BUT FROM THE SOIL).

11. IN FIGURE 1 (TO THE RIGHT), IT IS ASSUMED THAT AN EXISTING 1-1/2" GLOBE BYPASS VALVE IS

INSTALLED ABOVE THE 6" HTHWS AND 6" HTHWR PIPING.

12. IN FIGURE 1 (TO THE RIGHT), IT IS ASSUMED THAT THE VALVE ACCESS VAULT BELOW GRADE

CONTAINS A SUMP PUMP WITH DISCHARGE ROUTED TO A NEARBY STORM DRAIN.

13. WITH THE EXCEPTION OF BYPASS, DRAIN, AND VENT PIPING, ALL EXISTING HTHW PIPING IS ASSUMED

TO BE BLACK CARBON STEEL WELDED SCHEDULE 40, 6" NOMINAL DIAMETER.

14. EXISTING 6" HTHWS PIPING AND HTHWR PIPING IS ASSUMED TO BE SPACED 24" APART ABOVE GRADE, CENTERLINE-TO-CENTERLINE.

15. EXISTING PIPE ELBOWS ARE ASSUMED TO BE STANDARD, LONG RADIUS.

FIGURE 1: EXISTING HTHW PIPING GROUND PENETRATION 1 OF 2 (PLAN WEST END)

FIGURE 2: EXISTING HTHW PIPING GROUND PENETRATION 2 OF 2 (PLAN EAST END)

FIGURE 3: EXISTING HTHW SYSTEM TEMPERATURE WHEN NOT

IN OPERATION.

FIGURE 4: EXISTING HTHW MANUAL VENTS.

HIGH TEMPERATURE HOT WATER (HTHW) SYSTEM NOTES

1. LOCATION OF ALL EXISTING HTHW PIPING TO BE DEMOLISHED SHALL BE FIELD VERIFIED BY

CONTRACTOR PRIOR TO CONSTRUCTION. THIS INCLUDES ABOVE GROUND PIPING INDICATED ON

MH100, PIPE SPACING, PIPE SIZE, EXISTING VALVE ACCESS VAULT, AND DEPTH OF BELOW GRADE

PIPING.

2. LOCATION OF ALL EXISTING HTHW PIPE SUPPORTS SHALL BE FIELD VERIFIED BY CONTRACTOR

PRIOR TO CONSTRUCTION.

3. SLOPES OF EXISTING HTHW PIPE TO REMAIN, AS INDICATED ON MH100, AND SHALL BE VERIFIED BY

CONTRACTOR PRIOR TO CONSTRUCTION.

4. SUBMIT PIPE STRESS CALCULATIONS FOR EACH REVISION TO PROPOSED WORK OR WHERE FIELD CONDITIONS ARE DIFFERENT THAN INDICATED. PIPE STRESS ANALYSIS AND REVISIONS TO DESIGN

TO BE SEALED BY A LICENSED PROFESSIONAL ENGINEER.

5. COORDINATE LOCATION OF EXISTING ISOLATION VALVES TO BE USED FOR THE DEMOLITION OF PIPE WITH THE CONTRACTING OFFICER PRIOR TO THE START OF REPLACEMENT. THE CONTRACTOR IS TO ASSUME THE EXISTING HTHW SYSTEM WILL CONTAIN WATER. THE GOVERNMENT TEAM WILL ISOLATE THE VALVES AND THE CONTRACTOR WILL PLACE THEIR LOCKOUT TAGOUT FLAGS ON THE VALVES PRIOR TO CONSTRUCTION. THE GOVERNMENT WILL BLOW OUT THE LINE ONCE IT HAS COOLED OFF, IF NEEDED. THE WATER IN THE LINE HAS BEEN TREATED, BUT DOES NOT CONTAIN AN

ENVIRONMENTAL HAZARD.

6. USE OF HIGH TEMPERATURE HOT WATER IS SEASONABLY DEPENDANT. PHASING AND TIMING OF

REMOVAL/REPLACEMENT SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AND WPAFB

PRIOR TO THE START OF REPLACEMENT.

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1. REQUIRED MAJOR AND MINOR OUTAGES FOR MECHANICAL PIPING TIE-INS SHALL BE COORDINATED WITH THE BASE A MINIMUM OF 30 DAYS PRIOR TO THE REQUIRED OUTAGE. MINOR OUTAGES SHALL BE LIMITED TO 3 DAYS INCLUDING THE WEEKEND, UNLESS

OTHERWISE COORDINATED WITH THE BASE.

2. CONSTRUCT ABOVEGROUND STORAGE TANKS AND ALL COMPONENTS ASSOCIATED WITH THE TANKS INCLUDING PIPING, APPURTENANCES, PIPING TO THE PUMPHOUSE AND PRODUCT SAVER TANK. PRIOR TO FILLING THE TANKS, THE CONTAINMENT SYSTEM

SHALL BE COMPLETED AND FULLY OPERATIONAL.

3. CONSTRUCT PUMPHOUSE AND ALL COMPONENTS ASSOCIATED WITH THE PUMP HOUSE INCLUDING THE LARGE AND SMALL BORE PIPING, ISSUE PUMPS, ISSUE AND RECEIPT FILTER SEPARATORS, CONTROL VALVES, AND OTHER EQUIPMENT WITHIN THE PUMPHOUSE.

3.1. CONSTRUCT THE ALL PIPING (SUCTION AND FILL) BETWEEN THE ABOVEGROUND STORAGE TANKS AND THE PUMPHOUSE.

3.2. CONSTRUCT THE HYDRANT HOSE TRUCK CHECKOUT RETURN PIPING TO THE FIRST VALVE OUTSIDE THE PUMPHOUSE.

3.2.1. UNDERGROUND PIPING BETWEEN THE FIRST VALVE OUTSIDE THE PUMPHOUSE AND THE HHTC STAND CANNOT BE

CONSTRUCTED UNTIL THE EXISTING PUMPHOUSE AND UNDERGROUND TANKS ARE DEMOLISHED.

3.3. CONSTRUCT THE HYDRANT HOSE TRUCK CHECKOUT SUPPLY PIPING TO THE FIRST VALVE OUTSIDE THE PUMPHOUSE.

3.3.1. UNDERGROUND PIPING BETWEEN THE FIRST VALVE OUTSIDE THE PUMPHOUSE AND THE HHTC STAND CANNOT BE

CONSTRUCTED UNTIL THE EXISTING PUMPHOUSE AND UNDERGROUND TANKS ARE DEMOLISHED.

3.4. CONSTRUCT THE RECEIPT (TRUCK OFFLOAD) PIPING TO THE FIRST OFF LOADING VALVE OUTSIDE THE PUMPHOUSE.

3.4.1. UNDERGROUND PIPING BETWEEN THE OFFLOAD VALVE OUTSIDE THE PUMPHOUSE AND THE TRUCK OFFLOAD POSITION CANNOT BE CONSTRUCTED UNTIL THE EXISTING PUMPHOUSE AND UNDERGROUND TANKS ARE DEMOLISHED.

3.5. CONSTRUCT THE RECEIPT (PIPELINE RECEIPT) PIPING FROM THE VALVE FLANGE OUTSIDE THE PUMPHOUSE TO THE ISOLATION VALVE PIT THAT CURRENTLY FEEDS THE TYPE II PUMPHOUSE. PROVIDE A TEMPORARY CONNECTION TO ALLOW FOR CONTINUED RECEIPT TO THE TYPE II PUMPHOUSE AND ADDITIONAL RECEIPT AT THE NEW TYPE III PUMPHOUSE.

3.5.1. HYDROSTATICALLY PRESSURE TEST AND FLUSH NEW SECTION OF THE PIPING BETWEEN THE TIE-IN AND PUMPHOUSE.

3.6. CONSTRUCT THE HYDRANT ISSUE AND RETURN LINES FROM THE PUMPHOUSE TO THE EXTENT POSSIBLE WITHOUT MAKING THE

ACTUAL TIE-IN TO THE EXISTING HYDRANT LOOP.

4. CONSTRUCT THE ABOVEGROUND PRODUCT RECOVERY TANK INCLUDING ALL SMALL BORE PIPING, WATER DRAW-OFF PUMP, FUEL

RETURN PUMP AND TANK APPURTENANCES.

5. HYDROSTATICALLY PRESSURE TEST, FLUSH AND COMMISSION ALL NEW PIPING, ABOVEGROUND STORAGE TANKS, APPURTENANCES

ASSOCIATED WITH THE NEW TYPE III HYDRANT SYSTEM.

5.1. PROVIDE A TEMPORARY FLUSHING CONNECTION BETWEEN THE HYDRANT SUPPLY AND HYDRANT ISSUE TO PROPERLY FLUSH THE NEW HYDRANT PIPING. THE AMOUNT OF PIPING REMAINING BETWEEN THE FUTURE TIE-IN AND THE TEMPORARY FLUSHING

CONNECTION SHALL BE MINIMIZED.

6. THE TIE-IN TO THE EXISTING HYDRANT SYSTEM SHALL BE COORDINATED WITH THE FACILITY AT LEAST 60 DAYS PRIOR AND A DETAIL PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO CUTOVER. FINAL TIE-IN TO EXISTING HYDRANT LOOP OUTAGE SHALL BE LIMITED

TO 28 CALENDAR DAYS.

6.1. DRAIN DOWN THE EXISTING 12" HYDRANT LOOP AND RETURN FUEL TO THE BULK STORAGE FACILITY. APPROXIMATELY 38,000

GALLONS. CONTRACTOR SHALL VERIFY VOLUME.

6.2. ALL PIPING NOT PREVIOUSLY TESTED IN THE STEPS ABOVE SHALL BE SHOP TESTED AT THE SPECIFIED TESTING PRESSURE AND

CLEANED.

6.3. THE PIPING SHALL BE INERTED, PURGED AND ROOT AND FINAL PASS FOR THE TIE-IN. WELDS SHALL BE TIG WELDED FOLLOWED BY

100 PERCENT RADIOGRAPHIC AND OTHER NDE TESTING.

7. FLUSH THE ENTIRE HYDRANT LOOP SYSTEM AT 2600 GPM (4 PUMPS/5 FILTER SEPARATORS) BACK INTO OPERATING STORAGE.

7.1. DUE TO THE LOW VELOCITY CAPABILITIES OF THE EXISTING TYPE II HYDRANT SYSTEM, IT IS EXPECTED THAT THE HYDRANT LOOP

WILL HAVE ACCUMULATED MODERATE AMOUNTS OF SEDIMENT IN THE LOW POINTS IN THE SYSTEM. PROVIDE TEMPORARY STRAINERS UPSTREAM OF THE CONTROL VALVES TO COLLECT ANY DEBRIS THAT MAY DAMAGE THE EQUIPMENT.

7.2. PERFORM FLUSHING AT 2600 GPM (4 PUMPS/5 FILTER SEPARATORS)UNTIL SAMPLES TAKEN ARE ACCEPTABLE PER AIR FORCE FUEL

QUALITY STANDARDS OR A MINIMUM OF 6 VOLUME EXCHANGES, WHICHEVER IS GREATER.

7.3. UPON COMPLETION OF FLUSHING, CLEAN THE TANK THAT FUEL WAS FLUSHED INTO.

8. DEMOLISH EXISTING ABOVEGROUND 8" HOT WATER LINES AND REPLACE THE INSULATED LINES.

8.1. THIS WORK MAY BE COMPLETED ANY TIME PRIOR TO THE REMOVAL OF THE UNDERGROUND STORAGE TANKS PROVIDED THE

WORK IS COORDINATED WITH THE BASE UTILITIES, AND PERFORMED DURING OFF-PEAK MONTHS (APRIL 15 - OCTOBER 15).

8.2. COORDINATE WITH CIVIL WORK ASSOCIATED WITH UNDERGROUND TANK REMOVAL AND ACCESS ROAD ALIGNMENT.

9. DRAIN REMAINING FUEL FROM THE FOUR (4) UNDERGROUND STORAGE TANKS AND UNDERGROUND PIPING AND CLEAN PER THE UNDERGROUND STORAGE TANK REMOVAL REGULATIONS. DEMOLISH ALL UST'S AND THE EXISTING TYPE II PUMPHOUSE.

10. CONSTRUCT THE TRUCK OFFLOAD STAND AND THE HHTC STAND.

11. CONSTRUCT THE HHTC SUPPLY, HHTC RETURN, AND TRUCK OFFLOAD PIPING BETWEEN THE FIRST VALVE OUTSIDE THE PUMPHOUSE

TO THE HHTC STAND AND TRUCK OFFLOAD STAND.

11.1. PRIOR TO TESTING AND FLUSHING, COORDINATE WITH THE BASE TO SO THAT AT LEAST ONE OPERATING TANK IS COMPLETELY

FULL PRIOR TO COMPLETING THE FLUSHING.

11.2. HYDROSTATICALLY PRESSURE TEST AND FLUSH ALL REMAINING UN-TESTED COMPONENTS AND SECTIONS OF PIPING. FLUSH INTO

THE TANK THAT IS NOT BEING USED FOR OPERATIONS.

MECHANICAL CONSTRUCTION PHASING NOTES:

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