Drawings 000040-3 Rev1.pdf

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

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

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

I

V

IL

ENGI

N

E E

R

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 3

WPAFB

Project No. 000040-3

FACILITY 30001

DEMOLISH DRIVEWAY, FILL SOUTH MOAT

PROJECT #000040-3

X-1

C-1

C-2

C-3

C-4

C-5

C-6

COVER SHEET

EXISTING SITE PLAN

SITE DEMOLOTION PLAN

PROPOSED UTILITY PLAN

PROPOSED SITE PLAN

DETAIL SHEET

DETAILS & NOTES

27JUL11 1 ADDENDUM 1

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-1EXISTING SITE PLAN

PHASE 3

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING GAS

FENCE

828.3

828.5

828.8

829.1

828.6

828.4

830.5

830.4

830.4

831.3

828.3

831.8 831.6

832.7

O N

L Y

828.5

833.3

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

833.1

832.3

828.4

I

6" CI

4" CI 4" CI 6" CI

6" CI

6" CI

.7

G

IP

.5

U

K

6" CI

K

6" CI

6" CI

6" CI

U

N K

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

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

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" VCP

27" 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

MH

0.00

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

0"

HTR

A N

D O

N E

D

EXISTING ELECTRIC

12MAY "11

PROJECT #000040-3

27JUL11 1 ADDENDUM 1

830 831 829

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

O N

L Y

WRIGHT AVENUE

C-2SITE DEMOLITION PLAN

PHASE 3

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160

PROJECT #000040-3

DEMOLISH 3670 SY

PAVEMENT AND CURB

REMOVE

CONCRETE

STAIR

SAWCUT 20 LF

REMOVE

CONCRETE

STAIR/LANDING

REMOVE

CONCRETE

STAIR/LANDING

REMOVE

CONCRETE

STAIR AND

PLANTER

12MAY ’11

REMOVE BUMBER BLOCKS

AT PARKING STALLS 39 EACH

DEMOLISH

LANDING/

STAIRS

DEMOLISH

GENERATOR

PAD

REMOVE 8’ X 8’ X 8’ STEAM MANHOLE.

BLOCK-UP 3’ X 3’ HOLE IN

FOUNDATION WALL. SEAL

WATER TIGHT.

27JUL11 1 ADDENDUM 1

PROTECT TREES DURING

DEMO AND RE-GRADING TYPICAL

REMOVE PIV

BOLLARDS

REMOVE PIV

BOLLARDS

REMOVE FIRE HYDRANT TYPICAL OF 3

REMOVE 7’ X 10" X 3’

CONCRETE WALL

REMOVE 18 EACH VARIOUS

RESERVED/HANDICAPPED

SIGNS ON BUILDING WALL.

REMOVE 60

LF WALK

AND CURB

CONCRETE

STAIR/LANDING

TO REMAIN

REMOVE 45

LF OF CURB

REMOVE CURB

140 LF

DEMOLISH

HANDICAP

RAMP/STAIR

DEMOLISH

HANDICAP

RAMP/STAIR

DEMOLISH APPROX. 34 SF TILE FLOORING

AT TOP OF STAIRS

DEMOLISH BUMPER PADS 4 EACH FROM

DOCK FACE, AND 40 LF DOCK NOSING.

PATCH CONCRETE DOCK WHERE NOSING

IS REMOVED.

DEMOLISH 40 LF METAL RAILING. REMOVE

POST TO 2" BELOW FINAL GRADE AND PATCH.

DEMOLISH

RETAINING WALL

DEMOLISH

RAMP

REMOVE EXISTING DOOR AND FRAME, AND TURN LOCK CORE OVER TO GOVERNMENT.

FILL MASONARY OPENING WITH CMU TO MATCH EXISTING CONSTRUCTION, AND

MATCH EXISTING INTERIOR AND EXTERIOR FINISHES. PROVIDE NEW HANDRAIL

ACROSS INTERIOR OF FORMER DOOR OPENING TO MATCH ADJACENT.

SEE DOOR NOTE

THIS SHEET

SEE DOOR NOTE

THIS SHEET

DOOR NOTE FOR TWO INDICATED DOORS

1. REMOVE ALL EXISTING INTERIOR EXIT SIGNS ASSOCIATED WITH THE DOOR.

MAINTAIN CONTINUITY OF CIRCUITS IF THEY FEED OTHER DEVICES, AND

REMOVE UNUSED WIRING BACK TO NEAREST JUNCTION BOX.

2. DISCONNECT EXISTING EXTERIOR LIGHT IN ROOF CANOPY. MAINTAIN CONTINUITY

OF CIRCUIT IF IT FEEDS OTHER DEVICES, AND REMOVE UNUSED WIRING BACK

TO NEAREST JUNCTION BOX.

3. REMOVE EXISTING MANUAL FIRE ALARM PULL BOX FROM VICINITY OF DOOR.

MAKE NECESSARY UPDATES TO FIRE ALARM SYSTEM OR MAIN FIRE ALARM CONTROL PANEL.

4. REMOVE DOOR AND FRAME. TURN LOCK CYLINDER CORE OVER TO GOVERNMENT.

5. FILL MASONRY OPENING WITH 8 INCH CMU. PATCH INTERIOR OPENING WITH

METAL STUDS, INSULATION, PAINTED GWB, AND BASEBOARD TO MATCH ADJACENT

SURFACES. PATCH AND PAINT ANY AREAS DISTURBED BY REMOVAL OF EXISTING

SIGNS, LIGHTS, OR FIRE ALARM DEVICES. PATCH EXTERIOR EIFS TO MATCH PROFILE

AND COLOR OF ADJACENT SURFACES.

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-3

PHASE 3

FENCE

828.3

828.5

829.1

828.8

828.6

828.4

830.5

830.4

830.4

831.3

828.3

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

833.1

832.3

828.8

828.4

6" CI

4" CI 4" CI 6" CI

6" CI

6" CI

.7

.5

K

6" CI

6" CI

6" CI

6" CI

C I

6" CI

6" CI

106105

114 113

6" CI

6" CI 6" CI

R100 827.80

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

R242 0.00

R241 0.00

R89

831.58

R93

831.91

R108

828.61

P

18" VCP

22" VCP

27" 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

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 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

EXISTING GAS

EXISTING WATER

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING ELECTRIC

PROPOSED WATER

PROPOSED STORM SEWER

PROPOSED ELECTRIC

PROPOSED 6" PVC

WATER TO PROPOSED

FIRE HYDRANT

PROPOSED 6"

PERFORATED

DRAIN TYPICAL

PROPOSED 6"

PERFORATED

DRAIN TYPICAL

PROPOSED

CLEANOUT

TYPICAL OF 17

SEE DETAIL

SHT C-6

R112

TOP 828.10

INV 30" 822.7

PROP. INLET

TOP 829.7

INV. 826.0

SEE DOG

HOUSE DETAIL

PROP. INLET

TOP 829.7

INV. 825.7

SEE DOG

HOUSE DETAIL

PROP. INLET

TOP 829.7

INV. 825.5

SEE DOG

HOUSE DETAIL

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.

PLUG 3" DRAIN PLUG 3" DRAINREPLACE 6" FDC

RAISE 3" DRAIN REPLACE 6" FDC

RAISE 3" DRAIN

PROVIDE 90 DEG ELBOW ON

1 EA 1" DRAIN PROVIDE CONC.

SPLASH BLOCK 12" WIDE BY 24"

LONG UNDER DRAIN

PROVIDE 90 DEG ELBOW ON

2 EA 1" DRAIN PROVIDE CONC.

SPLASH BLOCK 12" WIDE BY 24"

LONG UNDER DRAINS

CUT 1" PIPE 3" ABOVE FINISH

GRADE PROVIDE CONC.

SPLASH BLOCK 12" WIDE

BY 24" LONG UNDER DRAIN

NOTES:

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

NOTED AS PROPOSED ARE EXISTING AND SHALL BE RAISED

TO FINAL GRADE.

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160

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

IN

V . 3

.0

PROJECT #000040-3

PROPOSED TAMPER SWITCH WITH ZONE

ADDRESSABLE MODULE AND CONDUCTOR

NO. 18 WIRE IN 2" SCH 40 PVC CONDUIT

RUN INTO BUILDING AND TO THE FIRE PANEL

TYPICAL OF 3. PROVIDE NEW PIV COVER

TO GRADE AND EXTEND TO EXISTING VALVE.

APPROXIMATE LOCATION

OF FIRE PANEL

RELOCATE EXIST.

GENERATOR TO

LOCATION SHOWN

PROVIDE NEW 3"

CONDUIT AND 480v

CONDUCTOR.

27JUL11 1 ADDENDUM 1

4 EACH

PROPOSED 6"

DRAINAGE PIPES

TIE TO EXISTING

OUTFALL IN HILL

RAISE INLET, PROVIDE

NEW GRATE

TOP EL. 830.5

PLUG 3" DRAIN

REPLACE M.H. CASTING

WITH GRATE CASTING

TOP 829.7

RELOCATE EXIST. PAD MTD. HEAT PUMP

(DAIKIN MODEL RX18FVJU) TO ROOF.

PROVIDE ROOF CURB. RECOVER

REFRIGERANT FOR REUSE. REMOVE

REFRIGERANT LINES AND PATCH WALL

(COND. DRAIN LINE TO REMAIN). PROVIDE

NEW INSULATED REFRIGERANT LINES

(SIZED PER MFGR’S RECOMMENDATIONS)

FROM RELOCATED HEAT PUMP TO

EXIST. WALL MTD. UNIT IN ROOM

DIRECTLY BELOW. PROVIDE JUNC-

TION AS NEEDED TO RECONNECT

ELECTRIC FEED.

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-4PROPOSED SITE PLAN

PHASE 3

828.3

828.5

829.1

830.5

830.4

830.9

831.3

831.1

830.9

831.5

828.3

831.8 831.6

832.7

831.1

828.7

O N

L Y

828.4

828.4 828.4

832.8

831.8

832.1

828.1

833.3

832.7

833.3

832.6

833.1

828.4 828.8

828.5

833.4

WRIGHT AVENUE

PROJECT #000040-3

BUILDING 30001

BUILDING 30002

PLAN VIEW

SCALE: 1" = 40’

0 40 80 160

RAISE SANITARY MANHOLE

TO PROPOSED GRADE

RAISE STORM MANHOLE

TO PROPOSED GRADE

RAISE VALVE BOX

TO PROPOSED GRADE

AS NECESSARY

PROVIDE WHITE FLOWERING

DOGWOOD. TYPICAL OF 7.

PROVIDE EASTERN REDBUD

TYPICAL OF 7.

LEGEND

12MAY ’11

GRADE AND SEED ALL AREAS

BETWEEN BLDG 30001 AND

BLDG 30002 DRIVE. TYPICAL.

PROVIDE 6’ WIDE

SIDEWALK

PROVIDE 6’ WIDE

SIDEWALK TYPICAL

REPLACE EXISTING

FIRE HYDRANT AND

PROVIDE NEW HYDRANT

TO OFF PAVEMENT

TYPICAL 1 LOCATIONS

27JUL11 1 ADDENDUM 1

831831 831831

830 830 830

831831831

GRADE AT PROP.

WALK 831.3

GRADE AT PROP.

WALK 832.2

GRADE AT PROP.

WALK 832.6

RAISE INLET PROVIDE

NEW GRATE.

TOP EL. 830.5

GRADE AT PROP.

WALK 831.9

NOTE: PROVIDE HANDICAP RAMP WHERE ALL PROPOSED SIDEWALKS

MEET EXISTING GRADE.

X X

X

X 832.2

832.2 832.2 832.2

HASH OUT PARKING

SPOT FOR WALK

PROVIDE 6’ WIDE SIDEWALK

WITH 13 LF OF HANDRAILS

GRADE AT PROP.

WALK 831.5

PROVIDE CURB 80 LF

GRADE, SEED AREA

HASH OUT PARKING

SPOT FOR SIDEWALK

HASH OUT PARKING

SPOT FOR SIDEWALK

PROVIDE 15 LF CURB AT EACH

OF 4 LOCATIONS WHERE STAIRS

AND LANDING WERE REMOVED.

GRIND PAVEMENT TO REMOVE

HATCHED OUT PAINT AND STRIPE

FOR PARKING STALL.

PROVIDE 55 LF OF 7’ WALK

WITH HANDICAP RAMP.

CENTER WALK ON STEAM M.H.

MATCH M.H. ELEV.

GRADE AT PROP.

WALK 832.6

GRADE AT PROP.

WALK 832.1

REPLACE EXIST.

CURB 115 LF

SAND, PRIME

AND PAINT

HANDRAILS

BOLLARD STORAGE

SLEEVES FOR 6

BOLLARDS

BOLLARD STORAGE

SLEEVES FOR 6

BOLLARDS

BOLLARD SUPPORT

FOR 12 BOLLARDS

PROVIDE 6" X 6" X 0.5" NON-SLIP FROST-PROOF QUARRY TILE

SET IN PORTLAND CEMENT MORTAR. MATCH EXISTING TILE INCLUDING

ACCENT STRIPE IN CONTRASTING COLOR. PROVIDE 5" THICK CONCRETE

SLAB WITH 6" X 6" 42 LB MESH UNDER TILE. DOWEL SLAB INTO EXISTING

CONCRETE FLOOR WITH 12" LONG NO. 4 BARS AT 12" ON CENTER.

APPROX. 10’ X 7’ AREA AT REMOVED STAIRS. PROVIDE 9.5" CONCRETE

STRIP ALONG LOADING DOCK TO MATCH EXISTING.

GRADE AT PROP.

WALK 831.2

REMOVE SOUTHERNMOST EXISTING 9’-1" X 3’-5" GLASS PANEL AND FRAME FROM EAST ELEVATION

OF UTILITY BUILDING. GRIND CONCRETE THRESHOLD TO PROVIDE 1:12 SLOPE DOWNWARD TO EAST.

FARBICATE NEW BRONZE ANODIZED ALUMINUM AND GLASS STOREFRONT DOOR, FIXED TRANSOM

WINDOW, FRAME, AND THRESHOLD TO FIT EXISTING OPENING. GLAZING SHALL MATCH EXISTING;

AT CONTRACTOR’S OPTION EXISTING GLAZING MAY BE REUSED. DOOR TO MEASURE 3’-0" X 7’-0", WITH

6" WIDE STILES AND TOP RAIL, 8" HIGH CENTER RAIL, AND 10" HIGH BOTTOM RAIL. DOOR SHALL BE AT LEAST 1.75"

THICK WITH MINIMUM WALL THICKNESS OF 0.125". PROVIDE DOOR PULL, SURFACE CLOSER, AND ALL HARDWARE

REQUIRED FOR NORMAL OPERATION. PROVIDE DEADBOLT CYLINDER LOCK AND CORE WITH SEVEN-PIN

TUMBLER FULLY COMPATIBLE WITH STANLEY BEST 1E SERIES.

GRADE AT PROP.

WALK 831.4

PROVIDE CURB 25 LF

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

DETAIL SHEET C-5

PHASE 3

PROJECT #000040-3

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"

NOTES

1. FILL VIEW LOOKING EAST.

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 SECTION

DETAIL - TYPICAL SIDEWALK

NO SCALE

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

REMOVE EXIST. PAV’T

ASSUMED 3" ASPHALT

OVER 6" REIN. CONC.

EXIST. FLOOR ELEV.

EXIST. BUILDING

WALL

PROPOSED FILL TO 6"

BELOW FLOOR ELEV.

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

SECTION ALONG BUILDING

(SCALE AS SHOWN)

0 5 10 15 20 25 30 35 40 45

-1

50 55 60 65

EXIST. HILLSIDE

MEET EXIST.

EXIST. PARKING LOT

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, EXISTING PARKING LOT

ELEVATION, AND OTHER ELEVATIONS ARE

RELATIVE AND VARY THROUGHOUT THE LENGTH

OF THE BUILDING.

3. DISTANCE FROM FACE OF BUILDING TO

CURB IS SHOWN AS 40’ AND TO EXISTING

PARKING LOT AS 60’. ACTUAL DISTANCE

VARIES +/- 3’ ALONG THE BUILDING.

12MAY ’11

LOW POINT IN SLOPE AT 33’ FROM

FACE OF BUILDING

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.

EXIST. REINFORCING

WHERE POSSIBLE

EXISTING FRAME

12"

MIN.

EXISTING

SURFACE

EXISTING

PAVEMENT

EXISTING

STRUCTURE

DETAIL - REBUILD/ADJUST MANHOLE

(NO SCALE)

EXISTING

REMOVE TOP 12" MIN. RETAIN

EXIST. REINFORCING AS MUCH

AS POSSIBLE.

A A

NEW REINFORCED CONCRETE PAD

1’-0"

MINIMUM

6" MIN. EDGE

DISTANCE

PROVIDE MINIMUM

DISTANCE OF 6"

BETWEEN EDGE

OF CONCRETE

PAD AND NEW

ELECTRICAL

EQUIPMENT ON

ALL FOUR

SIDES OF PAD.

PROVIDE ODOT #2’S, 4" THICKNESS,

TO COVER ACCREGATE BASE. MATCH

FINISH GRADE AND EXTEND 1’-0"

MINIMUM BEYOND THE NEW CONCRETE

PAD ON ALL SIDES. (TYPICAL UNLESS

NOTED OTHERWISE)

L I

M I

F

Q

U I P

M E

N T

6" MIN. EDGE

DISTANCE

1’-0"

MINIMUM

M I N I

M U

M

M I N

E D

G E

D I S

T A

N C

E

LIMITS OF EQUIPMENT 1

M I N I

M U

M

M I N

E D

G E

D I S

T A

N C

E

NOTE:

THE NUMBER AND LOCATIONS

OF INCOMING AND OUTGOING

DUCTS MAY DIFFER FROM

WHAT IS SHOWN. PROVIDE

THE NUMBER OF DUCTS AS

SPECIFIED ELSEWHERE IN

THE CONTRACT ELECTRICAL

DRAWINGS.

X X XXXXX X X X

PROVIDE AND INSTALL SLEEVES

THROUGH REINFORCED CONCRETE

PAD FOR NEW ELECTRICAL DUCTS’

ACCESS OR PROVIDE BLOCK-OUT IN

PAD FOR ACCESS AS RECOMMENDED

BY EQUIPMENT MANUFACTURER’S

PRINTED INSTRUCTIONS.

DRIVE GROUND RODS

TO 12" BELOW GRADE

DRIVE GROUND RODS

TO 12" BELOW GRADE

PROVIDE & NSTALL 8" THICK

CAST-IN-PLACE CONCRETE

PAD WITH 6X6-W2.9X W2.9

WIRE MESH REINFORCING

NOTE: PROVIDE SURGE PROTECTION

GROUND ROD

HEIGHT ABOVE

GRADE

MIN. THICKNESS

REQUIRED FOR

AGGREGATE BASE

UNDER CONC. PAD

OUTGOING

CONDUIT

NEW REINFORCED CONCRETE PAD

SECTION A-A (TYPICAL)

PROVIDE A MINIMUM OF

2 GROUND RODS (TYPICAL

2 LOCATIONS). INSTALL

GROUND RODS AT LOCATIONS

DESIGNATED ON THE

ELECTRICAL DRAWINGS

OR BY THE PROJECT

INSPECTOR.

PROVIDE & INSTALL

AGGREGATE BASE

(ODOT 304) AT 100%

COMPACTION

FOR GENERATOR PLAN (TYPICAL)

INCONING CONDUIT

27JUL11 1 ADDENDUM 1

REMOVE EXISTING CURB AND GUTTER

4. HEIGHT OF PARKING LOT IS SHOWN AS

4’-10" ABOVE CENTER OF PAVED AREA.

ACTUAL HEIGHT VARRIES ALONG LENGTH OF

THE BUILDING FROM 4’-4" TO 5’-2"

12"

EQ.EQ.EQ.

DETAIL - SIDEWALK HANDRAIL

(NO SCALE)

SEE NOTE *1 BELOW

NOTE * 1 - ALSO POWER WASH AND

WATERPROOF WALL OF UTILITY BUILDING

WHERE FILLED. DRAIN PIPE NOT REQUIRED.

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-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

PROP. GRADE MIN. 1.0%

MAX. 5.0% SHOWN AS 3.0%

PROP. 12" HANDRAIL

EXTENSION (BEYOND)

AS SHOWN OPPOSITE END

16’ - 2"

2" DIA.

HANDRAIL

BOTH SIDES

OF WALK

C I

V

IL

ENGI

N

E E

R

US AF

W PAFB

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DRAWNDESIGNED CHECKED: CJV: CJV

DEMOLISH DRIVEWAY, FILL MOAT

C-6

PHASE 3

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

DETAILS AND NOTES

PROJECT #000040-3

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.

DATE 12MAY ’11

27JUL11 1 ADDENDUM 1

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

TREE PLANTING DETAIL

PROVIDE MINIMUM 2" CALIPER TREE

ASTM C478

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

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)

INLET AND OUTLET TO BE STRAIGHT THROUGH 6" PIPE WITH

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

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

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

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

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

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. 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 OF WORK ARE AT OR BELOW 835.0 AND IN THE HUFFMAN DAM RETARDING BASIN.

SEE SPECIFICATION SECTION 01 02 20 FOR REQUIREMENTS.

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

POWER WASH AND SEAL EXTERIOR WALL

FROM BOTTOM OF PERFORATED PIPE

TRENCH TO 3" BELOW FINAL GRADE.

4’ - 6" 4’ - 6" 1’ - 0"

" 9

VARIES WITH NUMBER OF BOLLARDS

3" BY 4" LIFTING HANDLES

WELDED TO BOLLARD TYPICAL

2 PER BOLLARD

CONCRETE, REINFORCED

HORZ. AND VERT. WITH

NO. 4 BARS @ 18" O.C.

GRAVEL FILL

2" WIDE REFLECTIVE

STRIPES TYPICAL

5 EA PER BOLLARD

DIRECTIONAL ARROW

SIGN. 9" BY 9" BLACK

ON YELLOW. BOLTED

TO BOLLARD. ONE PER

EA 3 BOLLARDS.

PLAN VIEW

SECTION VIEW

BOLLARD SUPPORT DETAIL

NO SCALE

REMOVABLE BOLLARD 4.5" O.D.

BOLLARD STORAGE SLEEVE DETAIL

NO SCALE

SECTION VIEW

CONCRETE BASE WITH

6 X 6 REIN. FABRIC

3 EACH SLEEVES WELDED

TO BASE PLATE

DRILL 2 EA. 1" DIA. HOLE IN

SLEEVES FOR DRAINAGE

2’ - 0"

3" 1’ - 6"

PLAN VIEW

SEE SLEEVE DETAIL

COVER WITH HOLD-DOWN MECHANISM

PVC DRAINAGE PIPE OR OTHER OPENING

THROUGH CONCRETE INTO GRAVEL FILL

FOR DRAINAGE. SEAL PVC TO SLEEVE

CONNECTION.

BOLLARD BASE PLATE 5.5" DIA

5.25" I.D. SLEEVE

SLEEVE DETAIL

SLEEVE BASE, BOLTED

TO CONCRETE WITH

0.375" X 4.0" BOLTS

MAX SPACED EQUALLY

ACROSS ROAD

M I N

M I N

NOTE: AS EQUAL FOR BOLLARDS IS UNIVERSAL SAFETY RESPONSE, INC.

FRANKLIN TENN WRIGHT PATTERSON AFB REMOVABLE BOLLARDS DETAILS

NOTE: BOLLARDS AND SLEEVES TO BE STANDARD STEEL PIPE WITH CLOSED

ENDS, AND PAINTED WITH 2 COATS PRIMER AND 2 COATS EPOXY SURFACE.

COLOR TO BE BROWN AND APPROVED BY THE CONTRACTING OFFICER.