09B0005Drawings.pdf

PDF 2 MB Posted Jul 9, 2009

Attached to: IDIQ On-Call Maintain and Repair and Alter Roads, Parking Lots and Sidewalks, WPAFB
Solicitation number: FA860109B0005
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Wright Patterson Air Force Base

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BidSchFY09.pdf	PDF	Jul 9, 2009
BidSchFY10.pdf	PDF	Jul 9, 2009
BidSchFY11.pdf	PDF	Jul 9, 2009
09B0005Specs.pdf	PDF	Jul 9, 2009

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R O

A D

LEA

18A

R W

O O

T R

E E

COMMUNICATIONS BOULEVARD B

T T

L E

R E

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16A

17A

15A

S P R U

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REDBUD

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FREEDOM MEMORIAL HWY

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19A

21A

12A

32A

38A

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19A

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51C

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41C

52C

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47C

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42C

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35C

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AVENUE

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MAIN

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55C

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(INSTRUMENT)12,600’ X

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GATE

A.B.D.R. TRAINING

SITE # 4080

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T A

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ROAD

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82C

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A D

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27W

GATE

26W

GATE

27W

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26W

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C R E E

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V I

L E N G I N

E E

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH CEG

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C-1

LOCATION MAP AREA A AND C

DRH DRH DRH

NO SCALE

LOCATION MAP AREA A AND C

NO SCALE

FEB 07

"ON-CALL" MAINTENANCE OF PAVEMENT AND GROUNDS

ZHTV091002

WRIGHT-PATTERSON AIR FORCE BASE, OHIO

C K

WAY

RIVE

S T R

E E T

L A

N E

V A

D O

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M E M

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S T R E E T

SKYLINE

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T R E E T

S T R E E T

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S T R E E T

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M onum ent flowerbed flow erbed

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EAST BONZAI COURT

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C L E

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D R

COORDINATOR

ENGINEERING CHIEF

BY DATE NO. REVISION BY

C I

V I L

E N G I N E

E R

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH CEG

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C-2

LOCATION MAP AREA B

DRH DRH DRH

LOCATION MAP AREA B

NO SCALE

FEB 07

"ON-CALL" MAINTENANCE OF PAVEMENTS AND GROUNDS

C I

V I

L E N G I N

E E

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH CEG

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

C-3

DRH DRH DRH

Curb Height

Back edge

L R a m p

R ad ial

R a d ia l

Sidewalk widening

(when required)

Curb

TYPE I

TYPE II

(NO SCALE)

5’-0"

5 FEET WIDTH

2 FEET DEPTH

E E T

2 FEET

6 FEET

TRUNCATED DOMES

4’-0"

6’-0

6’-0"

17’-0"

DETAIL - HANDICAP CURB AND SIDEWALK RAMP

NO SCALE

NOTES

Sidewalk

PLAN

Rounding (Typ.)

(Typ.)

T y p

0.01 (Typ.)

12" [300] min.

L L

Handrail

Stairpost (Typ.)

DETAIL - TYPICAL STAIRS AND STEEL HANDRAILS

NO SCALE

DETAIL - NOSING

NO SCALE

1 INCH

Expansion

Joint Material m a x

12 INCHES

MIN.

NO.# 4 BARS AT

12 INCHES O.C.

NO.# 4 BARS AT

N C

H E

3 INCHES CLEAR

N C

H E

10 INCHES

Joint Material

1 INCH EXPANSION

m a x

I N

C H

E S

GALVANIZED STEEL

SLEEVES @ 5 INCHES

MINIMUM DEPTH

COLOR OF HANDRAILS

SHALL BE

LEGEND

H - 34 INCHES MINIMUM AND 38 INCHES MAXIMUM.

R - 4 INCHES MINIMUM AND 7 INCHES MAXIMUM.

T - 11 INCHES MINIMUM AND 15 INCHES MAXIMUM.

L - EQUAL INTERIOR PANEL LENGTHS EQUAL.

THE UPPER AND LOWER PANEL LENGTHS MAY VARY.

PANEL LENGTHS ARE NOT TO EXCEED 3 FEET.

þÿ �� I�N�C

1 INCH MAX.

N C

H E

NOTES

Sidewalk

PLAN

DETAIL - TYPICAL STAIRS AND ALUMINUM HANDRAILS

NO SCALE

4’-0"

MAX.

ATTACHED TO VERTICAL

RAILS OF GUARDRAIL

2 INCH DIAMETER

2 INCH DIAMETER ALUMINUM GUARDRAILS

2 INCH DIAMETER ALUMINUM HANDRAILS

VERTICAL RAILS SPACED

DETAIL - TYPICAL GUARDRAIL

NO SCALE

21 INCHES TO GROUND

þÿ�3�� F�E�E�T� �B�

8" 8"

I N

C H

E S

BLOCKOUT

NESTED

W-BEAM

TYPE 5 GUARD

RAIL POST

NOTES

þÿ�� I�N�C�H� �D�I�A�M�

SURFACE TEXTURE: TEXTURE OF CONCRETE SURFACE SHALL BE OBTAINED BY

COARSE BROOMING TRANSVERSE TO THE RAMP SLOPES AND SHALL BE ROUGHER

THAN ADJACENT WALK.

TRUNCATED DOMES: INSTALL DETECTABLE WARNINGS (TRUNCATED DOMES)

FOR A DISTANCE OF 24 INCHES FROM THE BACK OF THE CURB FOR THE

ENTIRE WIDTH OF THE RAMP OPENING AS SHOWN ON DETAIL.

PAVERS WILL BE LAID ON TOP OF A 4 INCH UNREINFORCED CONCRETE BASE.

SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE WITH MANUFACTURER’S

þÿ�I�N�S�T�R�U�C�T�I�O�N�S�,� �O�R� �W�I�T�H� �A� �M�A�X�I�M�U�M� �� I�N�C�H� �T

MORTARED JOINTS ARE TO BE FLUSH WITH TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH

SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE WITH MANUFACTURER’S SURFACE.

PAVERS SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO AS TO

PROVIDE A SMOOTH TRANSITION FROM BRICK TO BRICK AND BRICK TO CONCRETE SURFACE.

FABRICATED HAND RAILING AND STAIRPOSTS FROM NOMINAL SIZE 2 INCH DIAMETER,0.145 INCH WALL THICKNESS STEEL

PIPE MEETING THE REQUIREMENTS OF THE SPECIFICATION FOR WELDED AND SEAMLESS STEEL PIPE ASTM A 53 STANDARD WEIGHT, SCHEDULE NUMBER 40, OR ALUMINUM PIPE MEETING THE REQUIREMENTS OF THE SPECIFICATION FOR ALUMINUM-ALLOY PIPE

ASTM B 241, 6063 T6 ASA, SCHEDULE NUMBER 40.

FOR STAIRS WIDTHS GREATER THAN 43 INCHES, A HANDRAIL IS REQUIRED ON BOTH SIDES OF THE STAIRS.

INSTALL HAND RAILINGS ON BOTH SIDES OF THE STAIRS THAT ARE LESS THAN 43 INCHES WIDE, WHEN SHOWN ON THE PLANS.

PROVIDE SPLICES FOR ALUMINUM RAILING WITH INTERNAL SLEEVES, AND AFTER WELDING, BE SMOOTH AND WATER TIGHT.

CAST IN PLACE OR SET STAIRPOSTS IN SOCKETS FILLED WITH 1 TO 3 PROPORTIONED CEMENT MORTAR.

PROVIDE A HEAVEY COATING OF ASPHALT VARNISH OR COAL-TAR PITCH PAINT BOTH INSIDE AND OUTSIDE TO THE PORTION OF

ALUMINUM STAIRPOSTS SET INTO CONCRETE OR MORTAR.

RAIL:

POSTS:

BLOCKOUTS:

USE W-BEAM RAIL MEETING

AASHTO M 180 TYPE II CLASS A.

POSTS SHALL BE CONSTRUCTED

OF WOOD WITH SQUARE ENDS. POSTS

SHALL BE PRESSURE TREATED.

SHALL BE PRESSURE

TREATED WOOD.

DETAIL SHEET-STAIRS, HANDICAP CURB AND SIDEWALK RAMP

FEB 07

"ON-CALL" MAINTENANCE OF PAVEMENT AND GROUNDS

ZHTV091002

SHERWIN WILLIAMS 6072

VERSATILE GRAY

4 INCHES O.C.

INSTALL A SINGLE HANDRAIL WITH TWO BARS AS SHOWN TO THE RIGHT SIDE OF THE STAIRS, FACING UP, UNLESS OTHERWISE

SHOWN ON THE PLANS.

C I

V I

L E N G I N

E E

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH CEG

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKEDDRH DRH DRH

C-4

DETAIL - TYPICAL SIDEWALK

NO SCALE

VARIABLE WIDTH

4 INCH THICK

P.C. CONCRETE

PROVIDE A MINIMUM

OF 4 INCHES COMPACTED

AGGREGATE BASE

ODOT ITEM 304

þÿ�S�L�O�P�E� �� I�N �C�H� �P

BACKFILL WITH

TOPSOIL, FERTILIZER,

SEED AND MULCH

þÿ�A�D�D� �� I�N�C�H� �E�

WHEN SIDEWALK ABUTS CURB

SEAL JOINT BETWEEN BACK

OF CURB AND SIDEWALK WITH

ASPHALT CEMENT

Surface of

Pavement

Slope 12:1

Pavement

Joint Sealer

Surface of

Pavement

Preformed Joint Material, Item 705.03

3" [75] rad.

DETAIL - TYPICAL CURB AND GUTTER DETAIL - TYPICAL CONCRETE BARRIER CURB

NO SCALE

2’-6"

6" þÿ��" 5"

2’-0"

INSTALL MINIMUM OF 4 INCHES

ODOT ITEM 304 COMPACTED BASE

TO 95 % MAXIMUM DENSITY

AS REQUIRED

3" RAD.

þÿ��"

1" 1 þÿ�

NOTES

DETAIL - BUTT MATCH TO EXISTING PAVEMENT

NO SCALE

VARIES

NEW ASPHALT

CONCRETE OVERLAY

EXISTING PAVEMENT

DEPTH OF COLD MILLING

PROVIDE ASPHALT

CEMENT SEAL

SURFACE OF EXISTING

ASPHALT CONCRETE PAVEMENT

Base Course

NO SCALE

SUBGRADE

COMPACTED AGGREGATE ODOT ITEM 304

ASPHALT CONCRETE BASE COURSE

ODOT ITEM 301

I N

C H

E S

(T Y

SURFACE COURSE

INTERMEDIATE COURSE

ASPHALT CONCRETE SURFACE COURSE

ODOT ITEM 448 - TYPE I

ASPHALT BINDER MIX SHALL BE PG 64-22

ASPHALT CONCRETE INTERMEDIATE COURSE

ODOT ITEM 448 - TYPE II

ASPHALT BINDER MIX SHALL BE PG 64-22

(T Y

SECTION B-B

DETAIL - COMBINATION INLET

NO SCALE

NOTES

GRATE ELEVATION

AS PER PLAN OR

DIRECTED

CEMENT

MORTAR BED

PRECAST, C.I.P.

CONCRETE OR

CONCRETE BLOCK

INVERTS AND

ORIENTATION

OF PIPES

AS PER PLAN

OR DIRECTED

8" 2’-0" 8"

V A

CONSTRUCTION

JOINT

PERMISSIBLE

8" 3’-0" 8"

DETAIL - MATCH INLET

NEW ASPHALT CONCRETE OVERLAY

NO SCALE

TACK COAT

ODOT ITEM 407

3 FEET MIN.

EXISTING INLET

FURNISH AND INSTALL

NEW FRAME AND GRATE

WHERE NOTED ON PLAN

OR DIRECTED

NEW ASPHALT

CONCRETE

OVERLAY

EXISTING

PAVEMENT

REMOVE EXISTING ASPHALT TO 1 INCH

MINIMUM DEPTH AT INLET

IF CONCRETE PAD EXISTS, REMOVAL

SHALL BE AROUND PAD AS SHOWN

Slope 12:1 Slope 12:1

DETAIL - TYPICAL NEW ASPHALT CONCRETE PAVEMENT

(T Y

SURFACE COURSE

INTERMEDIATE COURSE

ODOT ITEM 448 - TYPE I

ASPHALT BINDER MIX SHALL BE PG 64-22

(T Y

Slope 12:1 Slope 12:1

DETAIL - TYPICAL ASPHALT CONCRETE OVERLAY

NO SCALE

EXISTING

EXISTING P.C. CONCRETE

APPROXIMATE THICKNESS

8 INCHES

NEW ASPHALT CONCRETE SURFACE COURSE OVERLAY

TACK COAT ODOT ITEM 407

COLD MILLING OF BITUMINOUS PAVEMENTS

TYPICAL DEPTH 2 INCHES

EXISTING

þÿ�S�L�O�P�E� �� I�N

(TYPICAL)

þÿ�S�L�O�P�E� �� I�N

(TYPICAL)

þÿ�S�L�O�P�E� �� I�N þÿ�S�L�O�P�E� �� I�N

(TYPICAL) (TYPICAL)

COMPACTED AGGREGATE

ODOT ITEM 304

COLD MILLING OF BITUMINOUS PAVEMENTS

SLOPE MILLING 1 INCH IN DEPTH FOR EVERY

10 FEET IN LENGTH WHEN ENDING OR MATCHING

EXISTING PAVEMENTS UNLESS NOTED OTHERWISE

ON THE DRAWINGS.

FRAME AND GRATE: NEENAH R-3246 OR EQUAL

WITH TYPE ’DR’ GRATE.

DETAIL SHEET-SIDEWALKS, CURB AND GUTTER, STORM INLETS,

TYPICAL ASPHALT CONCRETE PAVEMENT

FEB 07

DETAIL - U-BOLT CABLE ANCHOR POST

(NO SCALE)

DETAIL - U-BOLT AT LINE POST

(NO SCALE)

TO DEADMAN

þÿ��"� �W�I�

TO GROUND LEVEL

.2 þÿ��"� �U

4" DIA. POST

LOCK WASHER AND

HEX NUT (TYP)

U-BOLT SHALL BE INSTALLED

PERPENDICULAR TO STRANDS

OF WIRE ROPE

CHAIN LINK FABRIC

þÿ��"� �W�I�

U-BOLT

LINE POST

þÿ��"� �U�S� �S�T�

AND LOCK WASHER

GROUND ELEVATION

CABLE

þÿ�� I�N�C�H�

U-BOLTS

þÿ�� I�N�C�H�

U-BOLTS

SHACKEL

1 INCH DIAMETER

DROP PIN

3 INCH DIAMETER

DETAIL - GATE CABLE CONNECTION

(NO SCALE)

WELD TO GATE POST

DROP PIN CONNECTED

TO SHACKEL WITH

1 INCH

DIAMETER

DETAIL - SHACKEL

(NO SCALE)

1 INCH

DIAMETER

DROP PIN

þÿ��

DIAMETER

HOLE

DETAIL - DROP PIN

(NO SCALE)

þÿ �� I�N�C�H� �D�I�A

4 BOLTS EACH

12 INCHES O.C.

4 BOLTS EACH

12 INCHES O.C.

DETAIL - DEADMAN

(NO SCALE)

3’-0"

UNDISTURBED SOIL

3’x 3’x 1’-6" CONCRETE DEADMAN

M I N

16" 0.A.

( THREADED OR WELDED )

4"x4"x1/4" ANCHOR PLATES þÿ�1 ��"� �T�H�R�

(GALVANIZED)

SWAGED EYE END

þÿ�1 ��"� �T�U�

W/ JAW END PULL

4" DIA. CABLE

ANCHOR POST

U-BOLT

þÿ��"� �C�A�B�L�

"ON-CALL" MAINTENANCE OF PAVEMENT AND GROUNDS

C I

V I

L E N G I N

E E

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH CEG

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKEDDRH DRH DRH

SECTION A-A

PLAN

FRAME AND GRATE NOT SHOWN

DETAIL - SINGLE GRATE INLET

NO SCALE

ORIENTATION OF OPENING

AND PIPE AS REQUIRED

3’-10"

8" 2’-6" 8"

V A

CEMENT

MORTAR

BED

PERMISSIBLE

CONSTRUCTION

JOINT

GRATE

ELEVATION

PRECAST

C.I.P. CONCRETE

OR CONCRET

BLOCK

INVERTS

AND PIPE

AS PER

PLAN

P.C. CONCRETE

PLAN

ELEVATION

VALVE

BOX

NO SCALE

P.C. CONCRETE COLLAR

4000 P.S.I. MINIMUM6"

SEAL WITH 3 INCH

WIDE ASPHALT

CEMENT

PAVEMENT

SURFACE

EDGE SHALL BE

CUT SQUARE

PROVIDE P.C. CONCRETE

COMPACTED AGGREGATE

BASE ODOT ITEM 304

EXISTING UPPER SECTION OF

VALVE BOX UNCOVER AND

ADJUST TO GRADE

DRH DRH DRH

C-5

3/4"

MIN

VARIES

FURNISH AND INSTALL

HEAVY DUTY

ADJUSTING RING

WHEN NOTED ON DRAWINGS

NEENAH R 1767 OR EQUAL

NEW FRAME AND LID

3’ MINIMUM

RUNOUT

REQUIRED

NEW

ASPHALT

OVERLAY

EXISTING

SURFACE

EXISTING

PAVEMENT

EXISTING FRAME

EXISTING

STRUCTURE

12"

MIN.

SLOPE

MORTAR

GRADE RINGS

OR BRICKS

"O" RING

JOINTS

RISER

5" MIN.

BASE

BOTTOM

CHANNEL

CONC. FILL

16" MAX

24" DIA.

STEP

12"

48" DIA

O.D. +2" MIN.

OPENING

4:1

M A

I N

NEENAH R1767

OR EQUAL

FRAME & COVER

M U

L T

O F

S T

E P

S P

A C

O. 12 IN /L.F.

A =0.12 IN /L.F.

(BOTH WAYS)

V A

NOTE

NO SCALE

þÿ

SECTION A-A

PLAN

NO SCALE

þÿ�S�L�O�P�E� �� I�N

NEW

ASPHALT

CONCRETE

OVERLAY

PROVIDE

P.C. CONCRETE

PROVIDE #4 BARS AT

2 INCHES ALL FOUR SIDES

VARIES

2’-0" TO 4’-0"

8 INCHES

FURNISH AND INSTALL

NEW FRAME AND GRATE

WHEN NOTED ON PLOT PLANS

TOP ELEVATION OF

EXISTING INLET

REMOVE EXISTING

P.C. CONCRETE

12 INCHES MINIMUM

NO SCALE

ORIENTATION OF OPENING

AND PIPE AS REQUIRED

FRAME AND GRATE NOT SHOWN

8" 2’-6" 8"

3"-10"

CEMENT

MORTAR

BED

PERMISSIBLE

CONSTRUCTION

JOINT

V A

P.C. CONCRETE

GRATE

ELEVATION

PRECAST

C.I.P. CONCRETE

OR CONCRETE

BLOCK

INVERTS

AND PIPE

AS PER

PLAN

NOTE

SECTION ’A’

DETAIL - TYPICAL BUMPER BLOCK

NO SCALE

(NO SCALE)

NO.# 3 REBAR

P.C. CONCRETE

þÿ�2� 1" þÿ�1�0 þÿ �5 þÿ �3

1’-0"

6’-0"

1 INCH DIAMETER HOLES

FOR ANCHORING PINS 5

þÿ� 1�0

SEE TRENCHING

DETAILS FOR FILL

REQUIREMENTS.

HYDRANT SETTING

NO SCALE

3’-0"

5’-0" TO 8’-0"

FROM STREET

PAINT

HYDRANT

SHERWIN WILLIAMS

20091

BURY LINE AT

FINISH GRADE

P.C. CONCRETE

COLLAR SET

AT GRADE

NOTE

PROVIDE TIE RODS

TO TIE VALVE AND

HYDRANT TO NEW MAIN

OR USE RESTRAINED

JOINT PIPING

NEW 6 INCH PVC

NEW 6 INCH VALVE

ASPHALT ROOFING PAPER

MINIMUM 9 CUBIC FEET

þÿ�O�F� �C�L�E�A�N� �

CRUSHED STONE PLACED

ABOVE AND BELOW PORT.

REMAIN CLEAR.

DRAIN PORT SHALL

PROVIDE 4000 psi P.C. CONCRETE

THRUST BLOCKING OR SOLID BLOCK

UNDER AND AROUND SIDES OF

PIPING PLACED ON UNDISTURBED

EARTH. PROVIDE MINIMUM 5 SF

BEARING AREA.

FRAME AND GRATE NEENAH NO. R-3408

OR AN APPROVED EQUAL. R-3408-AL

R-3408-BL

PROVIDE CONCRETE AND NO.#4 BARS

@ 2 INCHES ALL FOUR SIDES WHEN

ADJUSTING HEIGHT EXCEEDS 4 INCHES.

WHEN ADJUSTING DOWNWARD, PROVIDE

NEW FRAME AND LID, NEENAH R 1767

OR AN APPROVED EQUAL.

PROVIDE NEW 12 INCH MINIMUM

P.C. CONCRETE TOP, WITH NO.#4 BARS

AT 2 INCHES O.C. ALL FOUR SIDES.

DETAIL SHEET-MANHOLE, STORM INLET, BUMPER BLOCKS,

RELOCATE FIRE HYDRANT, ADJUST INLET AND VALVE BOX

FEB 07

DETAIL-TYPICAL STORM MANHOLE

48 INCH PRECAST BASE

DETAIL-TYPICAL REBUILD

AND ADJUST MANHOLE OR

CONVERT INLET TO MANHOLEDETAIL-REPAIR AND ADJUST

VALVE BOX

DETAIL-TYPICAL REBUILD

AND ADJUST INLET

DETAIL-RELOCATE FIRE HYDRANT

AND NEW WATER VALVE

DEDETAIL-TYPICAL SINGLE OR

DOUBLE INLET

AGGREGATE BASE

(ODOT 304)

6" LIFTS MAXIMUM

100% COMPACTION.

ASPHALT CONCRETE

(ODOT 448)

TWO LIFTS

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

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

T I S

F A

C T

O R

B A

C K

L E

C T

B A

C K

D E

P T

H V

A R

I E

I N

TYPICAL TRENCH AND REPLACE

PAVEMENT DETAIL

UTILITY WARNING TAPE

18" BELOW GRADE

NEW 8" VALVE

SEE TRENCHING

DETAILS FOR FILL

REQUIREMENTS.

CONCRETE COLLAR

SET AT GRADE

TYPICAL TRENCH AND

RESEED DETAIL

SEED MIXTURE:

60% KENTUCKY BLUEGRASS

20% CREEPING RED FESCUE

20% PERENNIAL RYEGRASS

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

UTILITY WARNING TAPE

18" BELOW GRADE

REMOVE AND REPLACE

TOPSOIL IN KIND

UNDISTURBED SOIL

OR APPROVED FILL

LOOSENED SUBGRADE

D E

P T

H V

A R

I E

I N

NOTE:

RE-PAINT ALL DISTURBED

PAVEMENT MARKINGS TO

MATCH EXISTING.

18"

F O

R W

A T

E R

F O

R W

A T

E R

VALVE DETAIL

CUTTING-IN SLEEVE

EXISTING 8" DIP

OR PVC

EXISTING 8" DIP

OR PVC

NO SCALE

"ON-CALL" MAINTENANCE OF PAVEMENT AND GROUNDS

C I

V I

L E N G I N

E E

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH CEG

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKEDDRH DRH DRH

NO SCALE

C-6

NO SCALE

WIRE ROPE CABLE

TURNBUCKLE CONNECTION

þÿ�8 �"�

" 2" O.D.

þÿ�1 �"� þÿ�1 �"�

2" O.D.

5 INCHES MAXIMUM

CLEARANCE TO

PAVEMENT

12"

SEE FENCE DETAIL

FOR FENCE FABRIC

REQUIREMENT

PLUNGER BAR

ASSEMBLY

P.C. CONCRETE

12"

TOP RAIL-EXPANSION

COUPLING

3 STRANDS - 4 POINT

BARB WIRE TO MATCH

EXISTING BARD WIRE

10’-0" 10’-0"MAX. MAX.

12" 12"

NO.7 COILED SPRING

REINFORCING WIRE

2’-0" þÿ�1 �"� �O�.�D

RAIL AT CORNER

POSTS ONLY

LINE POSTS

þÿ &�"� �D�I

ADJUSTING

TRUSS ROD

þÿ�1 �"� �O�.�

STRETCH BAR

3" O.D. CORNER

OR PULL POST

BANDS 14" O.C.

MAXIMUM

DOME

CONCRETE

2" MAXIMUM

DETAIL-CHAIN LINK FENCE GATE

DETAIL-CHAIN LINK FENCE

DETAIL-WOOD FENCE DUMPSTER PAD

NO SCALE

POSTS PRESSURE TREATED PINE

2 INCH BY 4 INCH STRINGERS

WHITE CEDAR VERTICLE FENCE BOARDS

GALVANIZED SPIRAL NAILS

S L O

P E T

D R A

þÿ �P

REINFORCEMENT STEEL

NO.#4 BARS TIED 1 FOOT O.C.

EACH WAY

4" 6 INCH CONCRETE SLAB

6 INCH AGGREGATE BASE

EXISTING GRADE

12"

2" X 4"

BOARDS

6" 6" 6"8" 8"

4" 6 INCH CONCRETE SLAB

EXISTING GRADE

4 INCH SPACE

24"6 INCH AGGREGATE BASE

1" X 8" VERTICLE

FENCE BOARDS

8" 8"6" 6" 4"

4" X 4" POSTS

2" X 4" BOARDS

8" 8"6"

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

FINAL GRADE PAVEMENT

(AS SPECIFIED)

COMPACTED SUBGRADE

DETAIL-ISLAND PLANTING

NO SCALE

CONCRETE

BARRIER

CURB

BACKFILL AS REQUIRED

þÿ�P�L�A�N�T�I�N�G� �P�I�

TIMES AS LARGE AS BALL

BACKFILL PLANTING SOIL MIXTURE

2’-0"

FINISH

GRADE

PROVIDE

GROUND

ROD

7 8

V A

DETAIL-RELOCATE LIGHT STANDARD

NO SCALE

REMOVE EXISTING

CONCRETE LIGHT

POLE BASE

REMOVE EXISTING

CONCRETE HANDHOLE

EXISTING GRADE

EQUIPMENT DATA

NEW CONCRETE LIGHT POLE BASE

ANCHOR BOLTS - 1 INCH BY 4 FEET LONG GALVANIZED

ANCHOR BOLT - 4 EACH EQUALLY SPACED

CHAMPFER ON ALL EXPOSED EDGES

RUBBED FINISH ON EXPOSED CONCRETE

FINISH GRADE - COMPACT TO 95%

12 INCHES O.C.

PVC CONDUIT AND CONDUCTORS

GROUND WIRE FASTEN TO POLE WITH

COPPER-TO-ALUMINUM FITTINGS AND BOND TO STEEL

CONDUITS AND ANCHOR BOLTS

INSULATING - BUSHIN

RIGID CONDUITS - (STEEL)

PLUG AT EACH END OF POLE

ADAPTER FROM RIGID STEEL TO PVC

GALVANIZED DOWELS

þÿ�4�0�0�0� �P�S�I� �C�O�N�C�R�E�T�E� �-� �

OVER REINFORCING STEEL

NO.# 6 BARS EACH CORNER - N0.# 4 BARS TIED AT

NEENAH TYPE

CASTING OR

EQUAL

4’-0"

3’-0" 6"

PLAN

A A

6" X 6" - #616

MESH REINFORCEMENT

THROUGHOUT.

4000 PSI CONCRETE

CAST-IN-PLACE OR

PRECAST OF EQUAL

DESIGN. SET ON

6" GRANULAR BASE.

1’- 4 1/2" þÿ�8 þÿ�8

42 LBS./100 SF

R-6662-RP

NEW 2 INCH DIA.

PVC 40 CONDUIT

þÿ�8þÿ�8

1’- 4 1/2" NEW 2 INCH DIA.

FINISHED GRADE

PROVIDE SAND ENCASEMENT

PROVIDE MARKER TAPE ON COMPACTED FILL,

CONTINUOUS ON ALL CONDUITS, 12 INCHES ABOVE CONDUIT

2 PROVIDE P.C.C CONCRETE ENCASEMENT

3 PROVIDE MAKER TAPE, 12 INCHES ABOVE CONDUIT

TYP

35"

12" þÿ�3 þÿ�3

NEW 4 INCH DIA.

DETAIL-CONDUIT

CONCRETE ENCASED

NO SCALE

DETAIL-HANDHOLE

NO SCALE

DETAIL-CONDUIT

DIRECT BURIED

NO SCALE

DETAIL-CONDUIT

CONCRETE ENCASED

NO SCALE

DETAIL SHEET-CHAIN LINK FENCE AND GATES, WOOD FENCE AND

DUMPSTER PAD, TREE PLANTINGS, CONDUIT, RELOCATE LIGHT STANDARD

FEB 07

PVC 40 CONDUIT

PROVIDE 2 INCH DIA. CONDUIT SCH 40 PVC

PVC 40 CONDUIT

PROVIDE 4 INCH DIA. CONDUIT SCH 40 PVC

"ON-CALL" MAINTENANCE OF PAVEMENT AND GROUNDS

C2.pdf

C3.pdf

C4.pdf

C5.pdf

C6.pdf

File details come from the government source that posted it. Updated Nov 14, 2017.