Drawings 000040-2.pdf

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGI

N

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US AF

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED: CJV: CJV

DRAWING INDEXVICINITY MAP

NEW LEBANON

PHILLIPSBURG

DAYTON

FAIRBORN

VANDALIA

MIAMISBURG

CENTERVILLE

SPRINGBORO

FRANKLIN

CARLISLE

HUBER HEIGHTS

ENGLEWOOD

UNION

TIPP CITY

WEST MILTON

Dayton Int’l.

Airport

BELLBROOK

BEAVERCREEK

OAKWOOD

MORAINE

WEST

CARROLTON

CHAMBERSBURG RD.

WPAFB

WPAFB

Area A

WPAFB

Area B

GERMANTOWN

LOCATION

LOCATION MAP

T A

X

IW

A Y

D

TAXIW

AY

B

PARKING

T A

X

IW

APRON

M E

T Z

G E

R

IV

E

J O

H N

S O

N

C H

A N

LAHM

CIR

CLE

R

IV

E

D L

IV

E

CHID

LAW

R

IV

E

B R

E T

IV

E

B R

E E

IV

E

HICKORY STREET

S T

A

U

THURLOW STREET

COOPER STREET

S H

U S

T

A D

A L

L B

R O

O K

W

ROAD

POPLAR

L E

M O

N

S

T R

E E T

C H

E S

T N

U T

R E D

M A N

B O

S

R E E T

T H

O M

A S

S T R E E T

F A

IR

C H

IL

D

S T R E E T

L A

Y M

O N

S T

R E E T

SKEEL

AV

E.

D

C O

Y

FORBES STREET

WRIGHT

MILLER ROAD

STREETCHASE

L E

R

O A

D

JA

R

V

IS

BIRCH STREET

S T

R E

E T

B U

C K

E

R

E E

T

H E

M L

O

K

R

E E

T

EDW

OOD STREET

SYCAMORE STREET

P E

A R

S

T R

E E T

C

AT

ALP

A S

T R

EET

B E

E C

H

ASH STREET

R

AVENUE

HARNESS ROAD B

U

C K

N E

R

SPRI

NG

ER

R O

AD

B A

H

W

P

C E

M E

T E

R Y

P A T T E R S

O N

PATTERSON

P A R

K W

A

PARKWAY

WRIGHT-PATTERSON AIR FORCE BASE

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US AF

88TH ABW

SHEET NO. TITLE

BASE ENTRANCE GATE 1C

FOR CONSTRUCTION CONTRACTORS

DEMOLISH DRIVEWAY, FILL MOAT

X-1COVER SHEET

12MAY ’11

PROJECT SITE

FACILITY 30001

Area A

PHASE 2

WPAFB

Project No. 000040-2

FACILITY 30001

DEMOLISH DRIVEWAY, FILL NORTH MOAT

PROJECT #000040-2

X-1

C-1

C-2

C-3

C-4

C-5 c-6

COVER SHEET

EXISTING SITE PLAN

SITE DEMOLITION PLAN

PROPOSED UTILITY PLAN

PROPOSED SITE PLAN

DETAIL SHEET

DETAILS & NOTES

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W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED: CJV: CJV

DEMOLISH DRIVEWAY, FILL MOAT

PROJECT #0000402

C-1EXISTING SITE PLAN

PHASE 2

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160

EXISTING WATER

EXISTING STORM SEWER

EXISTING GAS

FENCE

EXISTING SANITARY SEWER

828.3

828.5

829.1

828.8

829.1

828.6

828.4

830.5

830.4

830.4

831.3

828.3

831.8 831.6

832.7

828.7

828.5

833.3

828.4

828.2

828.4 828.4

832.9

832.8 832.5

831.8

832.1

833.4

828.1

828.6

829.2

828.5

828.5

828.6

833.4

832.7

833.1

832.3

828.4 828.8

828.4

I

6" CI

4" CI 6" CI

6" CI

6" CI

.7

G

IP

U

K

.5

K

6" CI

K

6" CI6" CI

6" CI

C I

C I

6" CI

106105

114 113

6" CI

6" CI

6" CI

R100 827.80

R112

828.10

R97

831.21

R86

831.61

R88

830.75

V

P

M.H.

831.55

C.B.

830.89

C.B.

830.92

P

R34

830.31

12" RCP

12" VCP

C.B.

829.90

C.B.

829.90

C.B.

829.90

12"

RCP

P

M.H.

830.25

C.B.

830.10

C.B.

830.701

P

12" RCP

R

C P

R101

830.3012"

R99 827.88

P

6" VCP

6" VCP

R73

821.67

830.56

P

R242 0.00

R241 0.00

12" RCP

R89

831.58

R93

831.91

R108

828.61

P

18" VCP

22" VCP27" VCP

30" VCP

12" 12"

R117 827.53

R116 827.53

R115 827.5

R106 827.60

R95 831.9

R11 827.50

A105 827.40

C C P

27" VCP

6" VCP

P

P

P

P

P

P

P

R103

827.66 R104

827.50

P

30" VCP

30" VCP

C.B.

832.12

C.B.

832.14

C.B.

831.50

M.H.

832.38

R C P

12" RCP

C.B.

831.50

P

C.B.

832.80

C.B.

832.80

P

8" VCP

P

P

F58

830.30

F59

829.58

F57

831.90

F56

831.90

F89

828.20

P

4" VCP

G13

832.34

F90

820.90

P

G14

834.00

3x4-"

1x3-"

P2 3 500 MCM 12470V

0-0 &1 0V

ABANDONED ELEC.

E-27-13 831.58 x

E-5-1 832.20

E-4-12 833.54

E-3-12 830.57

E-2-13 832.70 x x

E-28-13 831.72

3x4-" x

1x3-"

4x3-" 4x3-"

1x3-"

P2 3 500 MCM 12470V

0-0 3/C &1 120V

0-0 &1 0V

1-750-3

E-1A-13

833.10 E-1-13

0.00 E-18-13 833.20

x

4x3-" 4

P2 0-0 &1 12470V

P2 0-0 &1 12470

V

P

0-HPS0-HPS

0-HPS

L2 0-0 &1 480V

S-335 832.83

S-331 830.5

S-332 832.28

S-333

S-334 831.25

C P

R

P

S

8" HPS

R

3" CPR

S

R

M

S

EXISTING ELECTRIC

B A

N D

O N

E D

12MAY ’11

WRIGHT AVE

LEGEND

EXISTING VALVE BOX

EXISTING POST-

INDICATOR VALVE

EXISTING FIRE HYDRANT

NOTE: PHASE 1 WORK COMPLETED IN THIS AREA

UNDER SEPARATE PROJECT.

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W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED: CJV: CJV

DEMOLISH DRIVEWAY, FILL MOAT

O N

L Y

C-2SITE DEMOLITION PLAN

PHASE 2

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160

PROJECT #000040-2

SAWCUT 30 LF

DEMOLISH TOP 18"

OF CONCRETE WALL

DEMOLISH CURB AND

LANDSCAPE STONE

DEMOLISH

RAILING

WRIGHT AVE

DEMOLISH TOP 18"

OF CONCRETE WALL

DEMOLISH BOLLARDS

TYPICAL OF 4 SETS

DEMOLISH

STAIRS/RAILING

DEMOLISH

STAIRS/RAILING

DEMOLISH

STAIR/RAMP DEMOLISH

STAIR/RAMP/

PLANTER

DEMOLISH

STAIR/RAMP/

PLANTER

SAWCUT 60 LF ASPHALT

PROVIDE 60 LF CONCRETE

CURB AND GUTTER

DEMOLISH EXISTING

CURB 480 LF

NOTE: 130 LF OF CURB

INCLUDES 27" WIDE

GUTTER AND 13" TALL CURB

DEMOLISH EXISTING

TRAIN TRACKS TO ALLOW

FOR PROPOSED PAVEMENT

REMOVE SHRUBBERY

AS NECESSARY FOR

PROPOSED PAVEMENT

EXISTING ELECTRIC

MANHOLE TO REMAIN

DEMOLISH EXISTING

RETAINING WALL

DEMOLISH EXISTING

CURB 67 LF

DEMOLISH BUMPER BLOCKS

TYPICAL OF 14 EACH ALONG

EAST WALL

CUT AND REMOVE

EXISTING EARTH

AND GRADE AS

SHOWN ON PROPOSED

SITE PLAN

SAWCUT 42 LF

DEMOLISH EXISTING

CURB 125 LF

DEMOLISH EXISTING

PAVEMENT

DEMOLISH AIR

CONDITIONER

PADS

DEMOLISH LADDER ON

WALL TYPICAL OF 3

DEMOLISH

STAIR/RAILING

12MAY ’11

DEMOLISH STAIRS/

RAMP

SEE NOTE BELOW ON

REMOVAL OF STRUCTURE

REMOVAL OF STRUCTURE NOTE:

REMOVE EXISTING 4’ X 4’ X 2’ (L X W X H) INLET AND

PLUG EXISTING 6" BOTTOM DRAIN. REMOVE EXISTING

10’ X 6’ X 7’ PIT. REMOVE EXISTING VALVE ASSEMBLY FROM

10" HORIZONTAL PIPE IN BOTTOM OF PIT AND PLUG PIPE.

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W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED: CJV: CJV

DEMOLISH DRIVEWAY, FILL MOAT

PROJECT #0000402

DATE

C-3

PHASE 2

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160

828.5

829.1

828.8

829.1

828.6

828.4

830.5

830.4

831.3

831.8 831.6

832.7

828.7

O N

L Y

828.5

833.3

828.4

828.2 828.4 828.4

832.9

832.8 832.5

831.8

832.1

833.4

828.1

828.6

829.2

828.5

828.5

828.6

833.4

832.7

833.1

832.3

828.4

828.8

828.4

6" CI

4" CI 6" CI

6" CI

6" CI

.7

K

.5

K

6" CI

K

6" CI6" CI

6" CI

C I

C I

6" CI

6" CI

106105

114 113

6" CI

6" CI

6" CI

R100 827.80

R112

828.10

R97

831.21

R86

831.61 R88

830.75

P

M.H.

831.55

C.B.

830.89

C.B.

830.92

P

R34

830.31

12" RCP

12" VCP

C.B.

829.90

C.B.

829.90

C.B.

829.90

12"

RCP

P

M.H.

830.25

C.B.

830.10

C.B.

830.701

P

12" RCP

R

C P

R101

830.3012"

R99 827.88

P

6" VCP

P

6" VCP

R73

821.67

830.56

P

R242 0.00

R241 0.00

12" RCP

R89

831.58

R93

831.91

R108

828.61

P

18" VCP

22" VCP27" VCP

30" VCP

12" 12"

R117 827.53

R116 827.53

R115 827.5

R106 827.60

R95 831.9

R11 827.50

A105 827.40

C C P

P

27" VCP

6" VCP

P

P

P

P

P

P

P

R103

827.66 R104

827.50

P

30" VCP

30" VCP

C.B.

832.12

C.B.

832.14

C.B.

831.50

M.H.

832.38

R C P

12" RCP

C.B.

831.50

P

C.B.

832.80

C.B.

832.80

P

8" VCP

P

P

F58

830.30

F57

831.90

F56

831.90

F89

828.20

P

4" VCP

G13

832.34

F90

820.90

P

G14

834.00

3x4-"

1x3-"

P2 3 500 MCM 12470V

0-0 &1 0V

ABANDONED ELEC.

E-27-13 831.58 x

E-5-1 832.20

E-4-12 833.54

E-3-12 830.57

E-2-13 832.70 x

E-28-13 831.72

3x4-" x

1x3-"

4x3-" 4x3-"

1x3-"

P2 3 500 MCM 12470V

0-0 3/C &1 120V

0-0 &1 0V

E-1A-13

833.10 E-1-13

0.00 E-18-13 833.20

x

P2 0-0 &1 12470V

P2 0-0 &1 12470

V

P

0-HPS0-HPS

0-HPS

L2 0-0 &1 480V

S-335 832.83

S-331 830.5

S-332 832.28

S-333

S-334 831.25

C P

R

S

8" HPS

R

3" CPR

S

R

S

A N

D O

N E

D

12MAY ’11

PROPOSED UTILITY PLAN

INV. 824.70

F59

830.58 INV. 30" 821.89

INV 22" 823.2INV 22" 823.0INV 27" 822.8

PROPOSED CLEANOUT

TYPICAL OF 10

SEE DETAIL SHT C-6

PROPOSED INLET

TOP 831.1

INV 825.7

PROPOSED INLET

TOP 831.1

INV 825.7

REINSTALL EXISTING

AIR CONDITIONING

UNIT TYPICAL OF 2

PROPOSED INLET

TOP 831.8

INV 822.5

PROPOSED 12" PVC

WRIGHT AVENUE

PROPOSED

12" PVC

PROPOSED

12" PVC

PROPOSED ELECTRIC

PROPOSED SANITARY

EXISTING ELECTRIC

PROPOSED STORM SEWER

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER

EXISTING GAS

FENCE

DEMO EXISTING STORM

DRAIN AND PROVIDE NEW

NEENAH R-3408AL CASTING

MODIFY BOX TO MATCH

TO CASTING

GRADE DRIVE TO DRAIN

TOWARD NEW INLET

MOVE EXISTING

STORM INLET TO

INSIDE OF PROPOSED

RETAINING WALL AND

ADJUST AS NECESSARY

PLUG 3" DRAIN

PLUG 3" DRAIN PLUG 3" DRAIN

PROPOSED

8" PVC

SANITARY

REPLACE 6" FDC

RAISE 3" DRAIN

REPLACE 6" FDC

RAISE 3" DRAIN

REPLACE 6" FDC

RAISE 3" DRAIN

NOTE: PROPOSED FIRE DEPARTMENT CONNECTION (FDC) TO

BE 5" SIZE WITH 30 DEGREE DOWN TURN AND CLOSEABLE COVER

WITH CHAIN. CONNECTION POINT TO BE 36" ABOVE FINAL GRADE.

DRAIN PIPE TO BE EXTENDED 3" FROM WALL WITH A 45 DEGREE

ELBOW. CONNECT TO EXISTING FDC AND DRAIN INSIDE BUILDING,

APPROXIMATELY 7’ FROM WALL, AND CORE DRILL THROUGH EXISTING

BRICK WALL AND EIFS. AT EACH FDC/DRAIN CONNECTION REMOVE

A 4’ WIDE BY 6’ HIGH SECTION OF EXISTING 2" THICK EIFS AND

REPLACE WITH A 3" THICK SECTION WITH CHAMFERED EDGES OF

MATCHED COLOR. CAULK EDGE JOINT OF NEW EIFS SECTION AND

CAULK OPENING AROUND FDC AND DRAIN.

PROVIDE 90 DEG ELBOW ON

3 EA 1" DRAINS PROVIDE CONC.

SPLASH BLOCK 12" WIDE BY 24"

LONG UNDER DRAINS

PROVIDE 90 DEG ELBOW ON

2 EA 1" DRAINS PROVIDE CONC.

SPLASH BLOCK 12" WIDE BY 24"

LONG UNDER DRAINS

TE

1. INLETS, MANHOLES, VALVE BOXES, ETC. WHICH ARE NOT

NOTED AS PROPOSED ARE EXISTING AND SHALL BE RAISED

TO FINAL GRADE.

2. PROPOSED INLETS IN LAWN AREAS TO BE O.D.O.T. 2-2B.

NOTES:

PROPOSED 6"

PERFORATED

DRAIN TYPICAL

PROPOSED INLET

TOP 830.8

INV 827.7

CONNECT TO 30" WITH

12" PVC AND WYE TAP

PROPOSED MH

TOP 831.4

INV 827.1

PROPOSED 6"

PERFORATED

DRAIN TYPICAL

FIELD VERIFY

IF INLET IS THERE

AND PLUG

FIELD VERIFY

IF INLET IS THERE

AND PLUG

PROPOSED TAMPER SWITCH

WITH ZONE ADDRESSABLE

MODULE AND CONDUCTOR

NO. 18 WIRE IN 2"SCH 40

PVC CONDUTI RUN INTO

BUILDING AND TO FIRE

PANEL TYPICAL OF 4.

PROVIDE NEW PIV COVER

TO GRADE AND EXTEND TO

EXISTING VALVE.

APPROXIMATE LOCATION

OF FIRE PANEL

PROPOSED BUILDING

SANITARY. RUN BY GRAVITY

FROM EXIST. SUMP PIT IN

MECH ROOM, UNDER FLOOR

AND OUT BUILDING TO

PROP. MH AT MAX. GRADE

POSSIBLE.

TYPICAL OF 10

SEE DETAIL SHT C-6

PROPOSED BUILDING

SANITARY. RUN BY GRAVITY

FROM EXIST. SUMP PIT IN

MECH ROOM, UNDER FLOOR

AND OUT BUILDING TO

PROP. MH AT MAX. GRADE

POSSIBLE. TURN IN SUMP

PUMP TO GOVERNMENT. PLUG

SUMP DISCHARGE PIPING AND

PLUG PIPING ON SOUTH SIDE OF

BUILDING WHERE EXIST. PIPING

EXISTS BUILDING.

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WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED: CJV: CJV

DEMOLISH DRIVEWAY, FILL MOAT

C-4PROPOSED SITE PLAN

PHASE 2

O N

L Y

WRIGHT AVENUE

PROJECT #000040-2

BUILDING 30001

BUILDING 30002

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160 raise fire hydrant to proposed grade as necessary raise valve box to proposed grade as necessary

PROVIDE FILL AS PER

PROPOSED CONTOURS

raise post-indicator valve to proposed grade as necessary

PROVIDE 210 LF

NEW CONCRETE

RETAINING WALL

SEE DETAIL

SHEET C-5

PROVIDE CONC. PAD AND REINSTALL

EXISTING AIR CONDITIONING UNITS.

RECONNECT ELECTRIC AND COOLING

LINES. TYPICAL OF 4.

PROVIDE WHITE FLOWERING

DOGWOOD. TYPICAL OF 6.

PROVIDE EASTERN REDBUD

TYPICAL OF 10.

GRADE AND SEED ALL AREAS

BETWEEN WRIGHT AVE AND

BUILDING. TYPICAL.

DEMO EXISTING FIRE

HYDRANT AND PROVIDE

NEW HYDRANT/LATERAL

OUTSIDE PROPOSED

PAVEMENT

DEMO EXISTING FIRE

HYDRANT AND PROVIDE

NEW HYDRANT/LATERAL

OUTSIDE PROPOSED

PAVEMENT

COMPANION WORK TO BE

COMPLETED IN THIS AREA

UNDER PROJECT #000040-3

PROVIDE CURB

280 LF

PROVIDE CURB

440 LF

12MAY ’11

DEMO EXISTING STORM

DRAIN AND PROVIDE NEW

NEENAH R-3408AL CASTING

MODIFY BOX TO MATCH

TO CASTING

GRADE DRIVE TO DRAIN

TOWARD NEW INLET

PROVIDE 6’ WIDE

SIDEWALK

PROVIDE 6’ WIDE

SIDEWALK

PROVIDE 6’ WIDE

SIDEWALK

PROVIDE 6’ WIDE

SIDEWALK

PROVIDE 6’ WIDE

SIDEWALK

PROVIDE STAIRS/

LANDING

PROVIDE STAIRS/

LANDING

PROVIDE STAIRS/

LANDING

PROVIDE CURB AND GUTTER

AND SIDEWALK TO MATCH

EXISTING 55 lf.

PROVIDE CURB

40 LF

PROVIDE 3,000 SY

NEW ASPHALT

PAVEMENT

SIDEWALK FROM BUILDING TO WRIGHT AVE

TO BE CONSTANT SLOPE. MATCH FLOOR ELEV

TO WRIGHT AVE WALK ELEV. LAWN AREA EITHER

SIDE OF WALK TO SLOPE AWAY FROM WALK.

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WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED: CJV: CJV

DEMOLISH DRIVEWAY, FILL MOAT

DATE

DETAIL SHEET C-5

PHASE 2

PROJECT #000040-2

(NO SCALE)

EXPANSION JOINT

EXISTING PAVEMENT

PROVIDE ASPHALT CEMENT

6"

2’-6"

8"

MAXIMUM 8’

34"

17"

17"

(NO SCALE)

DETAIL-TYPICAL HANDRAIL

DETAIL-TYPICAL STAIRS

EXPANSION

JOINT

EXISTING

SIDEWALK

NEW COMPACTED

GRANULAR FILL

#4 BARS

12" O.C.

EACH WAY

GALVANIZED STEEL

SLEEVES @5" MIN. DEPTH

COLOR OF PAINT TO BE

SHERWIN WILLIAMS 2009

MIN. TREAD WIDTH 12"

NUMBER AND LENGTH OF

TREADS TO BE DETERMINED

MAX RISER HEIGHT 7"

NUMBER AND HEIGHT

OF RISERS TO BE DETERMINED

PROVIDE SCREEN OVER INLET OF WEEP HOLES

DETAIL-BARRIER CURB

(NO SCALE)

6"

6"

7"

1" RADIUS

PAVEMENT SURFACE

SEAL JOINT BETWEEN PAVEMENT

AND CURB WITH ASPHALT CEMENT

P.C. CONCRETE

4000 P.S.I. MINIMUM

(NO SCALE)

PAVEMENT SURFACE

DETAIL-SHORT RETAINING WALL

8"

BACKFILL WITH COARSE AGGREGATE #8’S

PROVIDE 4" WEEP HOLES 10’ O/C

PROVIDE LATERAL STEEL

#4 BARS 12" O/C

PROVIDE VERTICAL STEEL

#4 BARS 16" O/C

SEAL JOINT BETWEEN PAVEMENT

AND WALL WITH ASPHALT CEMENT

V A

R I E

S

T O

FILL TO 3" BELOW TOP OF WALL

DETAIL-TALL RETAINING WALL

REMOVE TOP OF EXIST. WALL

TO JUST BELOW WALK

PLACE NEW WALL AGAINST EXIST.

ANCHOR TO EXIST. WITH DOVE TAIL

ANCHORS AT 16" O.C. VERTICAL AND

24" O.C. HORIZ.

DO NOT DISTURB BOTTOM 2" OF

EXIST. FOOTER

EXTEND NEW FOOTER 36"

FROM EXIST.

PROVIDE STUCCO FINISH ON

EXPOSED FACE OF WALL

EXIST. GRADE

EXISTING WALK

AND CURB TO

REMAIN

V A

R I E

S

T O

MATCH REINFORCING AS SHOWN

FOR SHORT RETAINING WALL

8"

PROVIDE STUCCO FINISH ON

EXPOSED FACE OF WALL

PROPOSED 8" THICK WALL

EXISTING 14" THICK WALL

PROVIDE HANDRAIL FOR FULL LENGTH

OF PROPOSED WALL.

4"

4 INCH THICK

P.C. CONCRETE

PROVIDE A MINIMUM

OF 4 INCHES COMPACTED

AGGREGATE BASE

ODOT ITEM 304

SLOPE � INCH PER FOOT MINIMUM

BACKFILL WITH

TOPSOIL, FERTILIZER,

SEED AND MULCH

ADD � INCH EXPANSION JOINT

WHEN SIDEWALK ABUTS CURB

SEAL JOINT BETWEEN BACK

OF CURB AND SIDEWALK WITH

ASPHALT CEMENT

6’0"

DETAIL-HANDICAPPED CURB RAMP

(NO SCALE)

ELEVATION

PLAN

BEGIN SLOPE

SLOPE

S L

O P

E

:1

6"

18" 60" 60"48"

CONCRETE CURB

CONCRETE GUTTER

�" EXPANSION JOINT

NEW CURB

6"

SLOPE SIDEWALK TO MEET

FLUSH WITH CONCRETE GUTTER

SURFACE ELEVATIONS

CONSTRUCT FLARED EDGES

SLOPE TO MATCH SIDEWALK

(1:10 SLOPE)

FORM EXPANSION JOINT (�")

WHERE SIDEWALK ABUTS

P.C. CONCRETE PAVEMENT

NEW SIDEWALK

WITH BROOM

FINISH

EXISTING FRAME

12"

MIN.

EXISTING

SURFACE

EXISTING

PAVEMENT

EXISTING

STRUCTURE

DETAIL - REBUILD/ADJUST MANHOLE

(NO SCALE)

EXISTING

STRUCTURE

PROPOSED

12"

MIN.

VARIES

2’ TO 5’

PROPOSED

SURFACE

PROPOSED

LAWN

PROPOSED MIN. 8" THICK CONC.

WALL WITH 4 BARS AT 12" O.C.

BOTH WAYS ON INSIDE FACE.

PROPOSED FRAME/GRATE

NEENAH R 1767 OR MATCH

EXIST. DIAMETER WHICHEVER

IS GREATER.

DETAIL - REBUILD/ADJUST MANHOLE

(NO SCALE)

EXISTING

REMOVE TOP 12" MIN. RETAIN

EXIST. REINFORCING AS MUCH

AS POSSIBLE.

EXIST. REINFORCING

WHERE POSSIBLE

NOTES

1. FILL VIEW LOOKING EAST.

2. SURFACE ELEVATIONS VARY ALONG THE

LENGTH OF THE BUILDING. VIEW DETAIL

ASSUMES AN ELEVATION OF 0.00 AT CENTER

OF EXISTING PAVED AREA. FLOOR

ELEVATION, TOP OF RETAINING WALL

ELEVATION, AND OTHER ELEVATIONS ARE

RELATIVE AND VARY THROUGHOUT THE LENGTH

OF THE BUILDING.

3. DISTANCE FROM FACE OF RETAINING

WALL TO FACE OF BUILDING IS SHOWN AS

38.5’. ACTUAL DISTANCE VARIES TO 40.0

ALONG THE BUILDING.

0 5 10 15 20 25 30 35 40 45

-1

REMOVE EXIST. PAV’T

ASSUMED 3" ASPHALT

OVER 6" REIN. CONC.

EXIST. FLOOR ELEV.

EXIST. BUILDING

WALL

PROPOSED FILL TO 6"

BELOW FLOOR ELEV.

REMOVE TOP 2’ OF EXIST. WALL

PROTECT SIDE WALK DURING

REMOVAL AND FILL OPERATIONS.

FILL TO MATCH SIDE WALK

ELEVATION

EXIST. RETAINING

WALL TO REMAIN.

PROVIDE 6" PERFORATED DRAIN

WITH FILTER SOCK. SLOPE MIN.

1.0% TO INLET AS SHOWN ON

UTILITY PLAN.

POWER WASH AND WATERPROOF

WALL FROM FILL ELEV. TO

BOTTOM OF DRAIN PIPE TRENCH

EXIST. WALK

SECTION ALONG BUILDING

(SCALE AS SHOWN)

Surface of

Pavement

Slope 12:1

DETAIL - TYPICAL CURB AND GUTTER

NO SCALE

6"

�" R 5"

2’-0"

INSTALL MINIMUM OF 4 INCHES

ODOT ITEM 304 COMPACTED BASE

TO 95 % MAXIMUM DENSITY

AS REQUIRED

3" RAD.

2’-0"

DETAIL-REPAIR/ADJUST VALVE BOX

(NO SCALE)

PLAN

ELEVATION

6"

6"

PROVIDE P.C, CONCRETE

8"

VALVE BOX

SEAL WITH 3 INCH

WIDE ASPHALT

CEMENT

PAVEMENT

SURFACE

P.C. CONCRETE COLLAR

4000 P.S.I. MINIMUM

EDGE SHALL BE

CUT SQUARE

COMPACTED AGGREGATE

BASE ODOT ITEM 304

EXISTING UPPER SECTION OF

VALVE BOX UNCOVER AND

ADJUST TO GRADE

PROVIDE EXTENSION TO

RISER SECTIONDETAIL - TYPICAL SIDEWALK

NO SCALE

(NO SCALE)

NOTE: WHERE PROPOSED SIDEWALK RUNS FROM

WRIGHT AVE. TO BUILDING IN THIS AREA,

THE TOP OF WALK WILL BE 4" TO 6" HIGHER

THAN GRADE SHOWN HERE.

12MAY ’11

PROP. GRADE MIN. 1.0%

MAX. 3.0% SHOWN AS 3.0%

4. HEIGHT OF RETAINING WALL IS SHOWN

AS 5’-4" ABOVE CENTER OF PAVED AREA.

ACTUAL HEIGHT VARIES ALONG LENGTH OF

THE BUILDING FROM 4’-4" TO 5’-10"

#4 BARS @ 12" O.C.

BOTH WAYS TOP AND

BOTTOM OF CONCRETE

PAD

FINISH

GRADE

#4 BARS

@ 12" O.C

#4 BARS

@ 12" O.C

#4 BARS

@ 12" O.C

SECTION DETAIL

CONCRETE PAD FOR

1-1/2" TYP 8"NOTE:

INSTALL CONCRETE PADS

ON 8" MINIMUM THICKNESS

GRANULAR BASE MATERIAL

(100% COMPACTION). SEE

PROJECT SPECIFICATIONS.

AIR CONDITIONING UNITS

PAD TO BE 6" LARGER, EACH

DIMENSION THAN EQUIPMENT.

PROVIDE 6" THICK, NO. 2 STONE

6" OUT FROM PAD ALL AROUND.

NO SCALE

C I

V

IL

ENGI

N

E E

R

US AF

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED: CJV: CJV

DEMOLISH DRIVEWAY, FILL MOAT

C-6

PHASE 2

GENERAL NOTES

1. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. RECYCLABLE

OFF-SITE RECYCLING CAN BE TURNED INTO THE WPAFB RECYCLING CENTER IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO

MATERIALS THAT ARE COST EFFECTIVELY SEGREGATED FROM DEMOLOTION DEBRIS AND ARE NOT SCHEDULED FOR

3. REMOVAL OF EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALKS, BASE, GRAVEL, AND SOIL INCLUDING ALL

STEEL REINFORCEMENT CONTAINED WITHIN, SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT THE PAVEMENT, BASE, AND PORTIONS OF OTHER INSTALLATIONS, THAT ARE TO REMAIN IN PLACE, WILL NOT BE DAMAGED

IN ANY WAY. INSTALLATIONS THAT ARE TO REMAIN IN PLACE, WHICH ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.

4. WHERE NECESSARY TO CUT EXISTING PAVEMENTS, CURB AND GUTTER, AND SIDEWALKS THE CONTRACTOR SHALL

SAW CUT EACH WITH AN APPROVED POWER SAW, MAKING NEAT, PARALLEL, STRAIGHT LINES PRIOR TO ANY

REMOVAL. FOR ASPHALT PAVEMENT THE CUT SHALL BE MADE AT LEAST 1 FOOT WIDER THAN THE TRENCH

WIDTH ON EACH SIDE OF THE TRENCH AND AT LEAST 2 INCHES DEEP. FOR CONCRETE SURFACES, THE CUT SHALL

BE MADE FOR THE FULL DEPTH AND EXTEND TO THE NEAREST JOINT (MINIMUM 1 FOOT) ON EACH SIDE OF

THE TRENCH.

5. FOR ALL PAVEMENT CUTS A TEMPORARY ROAD SURFACE OF STEEL BRIDGING SHALL BE USED. CRUSHED STONE

WILL ONLY BE ALLOWED WITH PRIOR APPROVAL AND SHALL BE RE-FILLED AND COMPACTED EACH DAY.

ALL CUTS MUST BE COMPLETELY RECONSTRUCTED PER FINAL PLANS AND SPECIFICATIONS WITHIN 5 DAYS OF

PAVEMENT REMOVAL. DEVIATION FROM THIS REQUIREMENT CAN BE WAIVED BY THE CONTRACTING OFFICER IF

CONSTRUCTION REQUIREMENTS WARRANT. TRAFFIC MUST BE MAINTAINED AT ALL TIMES UNLESS APPROVED.

WHERE INSTALLATION/REPLACEMENT OF ROAD CUTS IS REQUIRED AND NOT SPECIFIED OR SHOWN, THE CONTRACTOR

SHALL MATCH X-SECTION AS ORIGINAL, USING SAME OR BETTER MATERIALS.

6. WHERE TREES, SHRUBS, FENCE, SIGNS, LIGHT POLES, AND OTHER MISCELLANIOUS ITEMS ARE REMOVED, THE CONTRACTOR

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (WITH

ASSISTANCE FROM BASE PERSONNEL) TO LOCATE ALL EXISTING

UTILITY LINES IN THE FIELD BEFORE STARTING EXCAVATION OF

ANY KIND. CONTRACTOR SHALL PROCESS AN AF FORM 103,

BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST.

ADVANCE TO SCHEDULE AN ON-SITE CLEARANCE.

2. THE CONTRACTOR SHALL EXCAVATE TO VERIFY EXACT ELEVATION

AND LOCATION OF ALL EXISTING UTILITY LINES THAT EITHER CROSS

3. THE CONTRACTOR SHALL COORDINATE WITH THE BASE WATER

DEPARTMENT CONCERNING OUTAGES FOR CONNECTING THE PROPOSED

CONTRACTOR SHALL NOTIFY THE INSPECTOR 2 WEEKS IN

MADE AFTER NORMAL DUTY HOURS, OR ON THE WEEKEND.

OUTAGES LASTING LONGER THAN 4 HOURS MAY BE REQUIRED TO BE

TO BEGINNING INSTALLATION OF THE PROPOSED MAIN.

GENERAL EXCAVATION AND PIPING NOTES

NOTE:

EXISTING PAVEMENT ASSUMED TO

BE 8" CONCRETE WITH 3" ASPHALT

OVERLAY. CONTRACTOR VERIFY.

AGGREGATE BASE

(ODOT 304)

6" LIFTS MAXIMUM

100% COMPACTION.

ASPHALT CONCRETE

98% COMPACTION.

PRIME COAT

(ODOT 408,MC-30)

0.4 GAL/SY

SEALANT 5"

WIDE (TYP.)

2" SAW CUT (TYP)

UNDISTURBED SOIL

OR APPROVED FILL

COMPACTED (95%)

SATISFACTORY BACKFILL

IN 6" MAXIMUM LIFTS

FROM 1’-0" ABOVE PIPE

COMPACTED (95%) SELECT

BACKFILL IN 6" MAXIMUM

LIFTS FROM BOTTOM OF

TRENCH TO 1’0" ABOVE

TOP OF PIPE

NEW PIPE

TYP.

T Y

P

NOTE:

IN AREAS WHERE CONCRETE PAVEMENT

WITH NO OVERLAY IS REMOVED,

REPLACE PAVEMENT WITH 4000 psi

CONCRETE PAVEMENT, 8" THICK, WITH

6X6-W2.9 W.W.M AND 8" ODOT 304

BASE (100% COMPACTION).

1’-0"

V A

R I

T I S

F A

C T

O R

Y

B A

C K

F I L

L

L E

C T

B A

C K

F I L

L

N

N

TYPICAL TRENCH AND REPLACE

PAVEMENT DETAIL

UTILITY WARNING TAPE

18" BELOW GRADE

TYPICAL TRENCH AND

RESEED DETAIL

SEED MIXTURE:

85% IMPROVED TALL FESCUE

COMPACTED (95%)

SATISFACTORY BACKFILL

IN 6" MAXIMUM LIFTS

FROM 1’-0" ABOVE PIPE

COMPACTED (95%) SELECT

BACKFILL IN 6" MAXIMUM

LIFTS FROM BOTTOM OF

TRENCH TO 1’0" ABOVE

TOP OF PIPE

NEW PIPE

TYP.

T Y

P

UTILITY WARNING TAPE

18" BELOW GRADE

REMOVE AND REPLACE

TOPSOIL IN KIND

UNDISTURBED SOIL

OR APPROVED FILL

M I N

LOOSENED SUBGRADE

NOTE:

RE-PAINT ALL DISTURBED

PAVEMENT MARKINGS TO

MATCH EXISTING.

EXISTING PARKING ASSUMED TO

9" 9"

D E

P

R I

P

R I

ODOT 448 - TYPE I, ASPHALT BINDER

MIX PG 64-22, TWO LIFTS

BE THE SAME. VERIFY

TRACER WIRE 6" BELOW TAPETRACER WIRE 6" BELOW TAPE

15% ANNUAL RYEGRASS

M I N

M I N

ANY SOIL.

SHALL PROTECT ITEMS TO REMAIN AND IF DAMAGED, REPAIR AT NO ADDITIONAL COST. SHOULD CUTTING OR REMOVAL

OF TREES BE NECESSARY, PRIOR TO ANY ACTION, A DETAILED REPORT CONTAINING THE LOCATION, NUMBER, TYPE, AND

(257-4857).

COMFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN.

2. THIS PROJECT WILL DISTURB LESS THAN 1 ACRE OF SURFACE AREA AND A NOTICE OF INTENT (NOI) WILL NOT BE REQUIRED.

IN ACCORDANCE WITH SPECIFICATION SECTION 01 02 20 AN EROSION CONTROL PLAN WILL BE REQUIRED

APPROVED BY THE WPAFB RADIATION SAFETY OFFICER A MINIMUM OF 30 DAYS PRIOR TO BEING BROUGHT ONTO WPAFB.

THIS REQUIREMENT IS FROM WPAFBI 40-201 AND WPAFB SPECIFICATION SECTION 01 02 20.

7. ANY USE OF RADIOACTIVE MATERIALS BY THE CONTRACTOR, INCLUDING MOISTURE DENSITY GAUGES, MUST BE

SANITARY LINE TO EXISTING, AND FOR DISCONNECTING EXISTING LINES.

OR RUN WITHIN 5 FEET OF THE PROPOSED SANITARY LINE, PRIOR

THE ENDS OF REMAINING PIPES SHALL BE CAPPED AND SEALED.

PROPOSED LINE SHALL BE REMOVED AS REQUIRED. WHERE REMOVED,

4. ABANDONED UTILITIES UNCOVERED FOR THE INSTALLATION OF THE

DETAILS AND NOTES

PROJECT #000040-2

ISLAND PLANTING DETAIL

SIZE OF PIT VARIES WITH SIZE

OF ROOT BALL

TOP OF BALL TO BE 1"-2" ABOVE

FINISH GRADE

SPREAD FERTILIZER EVENLY IN

SAUCER

PRUNE AND WATER AS SPECIFIED

REINFORCED RUBBER HOSE

4" WIDE TREE WRAP

2" X 2" X 8’ WOOD STAKE AT

ANGLE MINIMUM 2’ IN GROUND

4" LAYER SHREDDED HARDWOOD

MULCH 3’ DIAMETER AROUND TREE

CUT AND REMOVE UPPER 1/3 OF

BURLAP BAG

3"-4" EARTHERN SAUCER

FINISH GRADE

BACKFILL PLANTING SOIL MIXTURE

(AS SPECIFIED)

COMPACTED SUBGRADE

BACKFILL AS REQUIRED

PLANTING PIT SHALL BE 1�

TIMES AS LARGE AS BALL

CLEANOUT DETAIL

CONCRETE COLLAR

SET AT GRADE

CLEANOUT PLUG

CLEANOUT BOX

AND COVER

NOTE:

PROVIDE TIE RODS

TO TIE VALVE AND

HYDRANT TO NEW MAIN

OR USE RESTRAINED

JOINT PIPING

NEW 6" DIP OR PVC

NEW 6" VALVE

SEE TRENCHING

DETAILS FOR FILL

REQUIREMENTS.

CONCRETE COLLAR

SET AT GRADE

ASPHALT ROOFING PAPER

BURY LINE AT FINISH GRADE

PAINT

HYDRANT

YELLOW

5’-0" TO 8’-0"

FROM STREET3’-0"

HYDRANT SETTING

4000 psi CONCRETE

THRUST BLOCKING OR

SOLID BLOCK UNDER

AND AROUND SIDES OF

PIPING PLACED ON

UNDISTURBED EARTH.

PROVIDE MINIMUM 5.0

SF BEARING AREA.

MINIMUM 9 CUBIC FEET

OF CLEAN 3/4" SIZE

CRUSHED STONE PLACED

ABOVE AND BELOW PORT.

DRAIN PORT SHALL

REMAIN CLEAR.

ASTM C478

DESIGN MANHOLE FOR 77" DEPTH, SURFACE TO TOP OF PIPE

INLET AND OUTLET TO BE STRAIGHT THROUGH 4" PIPE WITH

RUBBER GASKET (KOR-N-SEAL OR EQUAL) AND FORMED CHANNEL.

MORTAR

GRADE RINGS

OR BRICKS

"O" RING

JOINTS

RISER

5" MIN.

BASE

BOTTOM

CHANNEL

CONC. FILL

8"

16" MAX

24" DIA.

STEP

12"

48" DIA

O.D. +2" MIN.

OPENING

4:1

I.

D

M A

X

O P

E N I

M I N

M I N

NEENAH R1767

OR EQUAL

FRAME & COVER

M U

L T I P

L E

F

E P

S P

A C I N

G

S

48" PRECAST BASE

O. 12 IN /L.F.

A =0.12 IN /L.F.

(BOTH WAYS)

FINAL GRADE

TYP.

9"4"

6" PIPE

POUROUS FILL ALONG WALL

TO 6" BELOW FINAL GRADE

SUB GRADE ELEV. BELOW

REMOVED PAV’T

PEA GRAVEL FILL

SATISFACTORY FILL

TYPICAL PERFORATED PIPE

TRENCH DETAIL

12MAY ’11

POWER WASH AND SEAL EXTERIOR WALL

FROM BOTTOM OF PERFORATED PIPE

TRENCH TO 3" BELOW FINAL GRADE.

SET 48" DIA MH RISER ON

8" WIDE BY 4" TALL BLOCK

SET BLOCK ON UNDISTURBED

SOIL.

FILL WITH 3,000 PSI

CONCRETE.

REMOVE TOP HALF OF PIPE.

BULKHEAD AROUND END OF

PIPE AT MH AND SEAL VOID

AROUND PIPE.

DOG HOUSE INLET DETAIL

NO SCALE

98% COMPACTED SELECT FILL

OUTSIDE MH WALL

8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20. ANY LEAD CONTAINING PAINT

MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 02 09 00. REMOVE AND DISPOSE OF ANY ASBESTOS

CONTAINING MATERIAL IN ACCORDANCE WITH 02 08 10. NO ASBESTOS CONTAINING MATERIAL SHALL BE INSTALLED

IN THIS PROJECT.

SIZE OF TREE(S) SHALL BE COORDINATED WITH THE 88 ABW/CEANQ (PREVIOUSLY CEV) NATURAL RESOURCES PROGRAM MANAGER

AND MUST BE APPROVED BY THE 88 ABW/CEANQ (PREVIOUSLY CEV) WATER PROGRAM MANAGER (257-9009) PRIOR TO DISTURBING

9. THE EXISTING RETAINING WALL ALONG WRIGHT AVE., PORTIONS OF THE EXISTING STAIRS/RAMPS, AND OTHER

MISCELLANEOUS ITEMS THAT ARE TO BE REMOVED HAVE PAINTED SURFACES. THE CONTRACTOR SHALL ASSUME

THAT ALL PAINT IS LEAD CONTAINING, AND SHALL REMOVE AND DISPOSE OF THESE ITEMS IN ACCORDANCE WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

10. GRADE ELEVATIONS IN THE AREA ARE AT OR BELOW 835.0 AND IN THE HUFFMAN DAM RETARDING BASIN.

SEE SPECIFICATION SECTION 01 02 20 FOR REQUIREMENTS.