Paving_IDIQ_Standard_Details_(13_Mar_15).pdf

UE CONFINIA

PE

NE

TR

A

M

UG

E

OGRAPHIAE SCIENTIAEQ

S

U N I

T E

D

TATES AIR

F O R

C E

ENGINEERI

N

G

UE CONFINIA

PE

NE

TR

A

M

UG

E

OGRAPHIAE SCIENTIAEQ

S

U N I

T E

D

STATES AIR

F O R

C E

ENGINEERI

N

GCIVIL

ELECTRONIC SYSTEMSCENT

E R

E

AIR

FORCEMAT R

I

ELCOMMAND

IDIQ CONTRACT

SITEWORK & PAVING

Department of the Air Force Air Force Materiel Command

Fourth Cliff Recreation Annex, MA

Cape Cod Air Force Station, MA

Sagamore Hill Electronics Research Annex, MA

Geographically Separated Units - GSU

Hanscom Air Force Base, MA

Designed for:

Sheet 1 of 15

G-001

13 March 2015

FINAL DOCUMENTS

Engineering and Design Section Base Civil Engineer Division 66th Air Base Group/CENM

HANSCOM AFB APPROVAL DATE

USER

FIRE DEPARTMENT

SECURITY POLICE

SAFETY

COMMUNICATIONS

BIOENVIRONMENTAL

ENVIRONMENTAL

CROSS-CONNECTION COORDINATOR*

*Hanscom AFB's Cross-Connection Coordinator is also a Massachusetts Certified Surveyor and Tester

OPERATIONS

CHIEF OF ENGINEERING

N

MARTHA'S VINEYARD

NANTUCKET

PLYMOUTH

BOSTON

BEDFORD

WORCESTER

SPRINGFIELD

NASHUA

HARTFORD

ATLANTIC OCEAN

MASSACHUSETTS

CONNECTICUT

VERMONT NEW HAMPSHIRE

INDEX

NUMBERNUMBER

DRAWING NAMEDRAWINGSHEET

ABBREVIATIONS

AND VISITOR CENTER

ROUTE 2A/VANDENBURG GATE

GATE

HARTWELL AVE

A N

S I

D

/1

/2

N /A

N /A

N /A

/2

/2

P a v in g

ID

IQ

G -0

.d g n

G-002 2 15

BASE CONTRACTING

ESC/PKOA

BUILDING 1604

BASE SAFETY OFFICE

BUILDING 1721

HANSCOM AFB VICINITY MAP

BASE PLAN

HANSCOM AFB

495495

ATLANTIC OCEAN

ISLAND

RHODEBOSTON

ARLINGTON

LEXINGTON

LYNN

SALEM

QUINCY

HINGHAM

WEYMOUTH

DEDHAM

BROOKLINE

FRAMINGHAM

WILMINGTON

BEDFORD

CONCORD

HANSCOM AFB

REC ANNEX

4th CLIFF

PROPERTY

LIN

E

PLAYGROUND

M A

IN

G

T

E

PICNIC AREA

1A

2A 39

18A

C L

IF

F

R O

A D

(N

O R

T H

SHORT

ROAD

HUMAROCK, MA

4th CLIFF REC ANNEX

SEE LOCATION MAP

SAGAMORE ORLEANS

FALMOUTH

BUZZARDS BAY

NANTUCKET SOUND

SANDWICH

HYANNIS

CHATHAM

CAPE COD BAY

PROVINCETOWN

SAGAMORE

6A

6A

VICINITY MAP LOCATION MAP

CAPE COD AFS

N

SAGAMORE, MA

CAPE COD AIR FORCE STATION

HAMILTON

BEVERLY

IPSWICH

IPSWICH

BAY

1A

1A

BR

IDG

E

S T.

S A G A M

O R E

S T.

PROJECT

SITE

HANSCOM AFB

WALTHAM

BOSTON

HAMILTON

IPSWICH

ANDOVER

LOWELL

N.H.

MASS.

LAWRENCE

1A97

2A

PROJECT SITE

VICINITY MAP LOCATION MAP

N

GRAVEL ROAD

ACCESS ROADTO SAGAMORE ST

HAMILTON, MA

ANNEX

ELECTRONICS RESEARCH

SAGAMORE HILL

N

GSU SITE MAPS

N

GENERAL NOTES

L O

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T

IO

N P

L A

N S

IN

D E

X

G

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A L N

O T

E S

ID

IQ

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A C

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K A

N D P

A V

IN

G A

B G /C

E

R T

M

A

B G /C

E

N T S

J L S

Ø

B

MAX

MIN

MH

HORIZ

FDTN

EXIST

ELEV

EA

DIP

CONT

CONC

CL

BOT

BIT

B/O

ALUM

L

MAXIMUM

MINIMUM

MANHOLE

HORIZONTAL

FOUNDATION

EXISTING

ELEVATION

EACH

DUCTILE IRON PIPE

CONTINUED, CONTINUOUS

CONCRETE

CLASS

BOTTOM

BITUMINOUS

BOTTOM OF

ALUMINUM

DIAMETER

CENTERLINE

BASELINE

AT

AND

WWF

w/

VIF

VERT

TYP

T/O

STL

SIM

SHT

SCH

RGS

REQD

REINF

PVMT

PVC

PSI

OPP

OD

OC

NTS

WELDED WIRE FABRIC

WITH

VERIFY IN FIELD

VERTICAL

TYPICAL

TOP OF

STEEL

SIMILAR

SHEET

SCHEDULE

RIGID GALVANIZED STEEL

REQUIRED

REINFORCING

PAVEMENT

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

OPPOSITE

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

LEGEND

DETAIL CALLOUT

NUMBER

DETAIL

SHEET

DETAIL

NUMBER

SECTION

SECTION MARKER

SHEET

SECTION

SECTION CUT

DIRECTION OF

ELECTRICAL DETAILS E-50215

ELECTRICAL DETAILS E-50114

WALKWAY/CURBING/PARKING DETAILS C-50913

UTILITY TRENCH & MANHOLE DETAILS C-50812

PRECAST STRUCTURES (TYPICAL) C-50711

WATER DETAILS C-50610

STORM DRAINAGE DETAILS C-5059

SEWER DETAILS C-5048

CURBING TYPE AND USE C-5037

FENCE DETAILS C-5026

LANDSCAPING/GUARD RAILS C-501 5

REPAVEMENT SECTION

PAVEMENT RECLAMATION & C-3024

ROADWAY CROSS-SECTIONS C-301 3

LOCATION PLAN & INDEX G-002 2

COVER SHEET G-001 1

BASE CIVIL ENGINEERING

120 GRENIER ST

BLDG 1810

UTILITIES SYSTEMS, OF THE SPECIFICATIONS.

THE APPLICABLE PROVISIONS OF SECTION: EXCAVATION, TRENCHING AND BACKFILLING FOR

EXISTING GRADE AT VARIOUS TIMES OF THE YEAR. DEWATERING SHALL BE IN ACCORDANCE WITH CONSIDERABLY WITHIN THE PROJECT AREA AND MAY BE ENCOUNTERED WITHIN TWO (2) FEET OF ALL EXCAVATIONS ARE TO BE KEPT FREE OF WATER AT ALL TIMES. GROUNDWATER FLUCTUATES THE CONTRACTOR SHALL EMPLOY ALL MEASURES NECESSARY FOR DEWATERING OF EXCAVATIONS.9.

FULLEST EXTENT POSSIBLE AND SHALL BE COORDINATED WITH GOVERNMENT REPRESENTATIVE.

REPRESENTATIVE. UTILITY SHUTDOWNS SHALL BE CONFINED TO NIGHTS AND/OR WEEKENDS TO THE

SHALL NOT PROCEED WITH ANY UTILITY SHUTDOWN WITHOUT THE APPROVAL OF GOVERNMENT

WITH SPECIFICATIONS SECTION 01.00.00 GENERAL REQUIREMENTS, PARAGRAPH 1.09. THE CONTRACTOR THE CONTRACTOR SHALL MAKE ALL REQUESTS FOR UTILITY SHUTDOWNS IN WRITING IN ACCORDANCE 8.

AT ALL TIMES.

THE CONTRACTOR SHALL INSURE THAT ALL MINIMUM PIPE TO TRENCH CLEARANCES ARE MAINTAINED7.

THE CONTRACTOR, SHALL BE BORNE BY THE CONTRACTOR.

CONTRACTOR. COST OF REPAIR OR REPLACEMENT OF ANY UTILITY LINE, DUE TO NEGLIGENCE OF ANY UTILITY PASSING THROUGH AN OPEN EXCAVATION IS TO BE PROPERLY SUPPORTED BY THE6.

EQUAL SIZE AND SPECIES AT NO COST TO THE GOVERNMENT.

MANAGER. ANY PLANT/SHRUB DAMAGED BY THE CONTRACTOR MUST BE REPLACED WITH ONE OF

NO TREE/SHRUB IS TO BE REMOVED OR RELOCATED WITHOUT PRIOR APPROVAL OF BASE PROJECT5.

THE CONTRACTOR'S EXPENSE.

CURBING, AS DEFINED IN THE SPECIFICATIONS, SHALL BE REMOVED AND REPLACED AT

AND REINSTALLED OR REPLACED AFTER TRENCH HAS BEEN COMPLETED. ANY DAMAGED

TO MATCH EXISTING CONDITIONS. CURBING SHALL BE REMOVED PRIOR TO EXCAVATION

EXISTING CONDITIONS. ALL PAINTED LINES REMOVED DURING CONSTRUCTION SHALL BE REPAINTED UNLESS OTHERWISE SPECIFIED, ALL EXCAVATED AREAS SHALL BE REPAVED OR SEEDED TO MATCH4.

AT ALL TIMES DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY GOVERNMENT REPRESENTATIVE.

ONE- HALF OF THE WIDTH OF ANY STREET SHALL REMAIN OPEN TO THE THROUGH TRAFFIC

AND VEHICULAR TRAFFIC AT ALL TIMES THROUGHOUT CONSTRUCTION. A MINIMUM OF

OTHER APPROVED DEVICES NECESSARY TO PROPERLY PROTECT AND MAINTAIN PEDESTRIAN

THE CONTRACTOR SHALL PROVIDE ALL REQUIRED BARRICADES, FLAGMEN, AND/OR 3.

BARRICADES AND LIGHTING.

AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY BRIDGING, BE PERMITTED A MAXIMUM OF NINE HOURS FOR THE COMPLETION OF THIS TEMPORARY BRIDGING.

AND BARRICADED PER MUTCD STANDARDS. SECTIONS OF TRENCH THAT REQUIRE BRIDGING WILL MAINTENANCE. ALL TRENCHES LEFT OPEN DURING NON -WORKING HOURS SHALL BE ILLUMINATED

WALKWAYS OR VEHICULAR ROADWAYS, TEMPORARY BRIDGES SHALL BE ERECTED FOR TRAFFIC

DATED DECEMBER 2009 (MUTCD).WHERE OPEN TRENCHES WILL INTERSECT EITHER PEDESTRIAN

SHALL MEET THE STANDARDS DEFINED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BARRICADES AND OTHER APPROPRIATE MEANS. ALL SIGNS AND OTHER TRAFFIC CONTROL DEVICES

PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE WARNED BY THE USE OF SIGNS,

SAFETY IS OF PARAMOUNT IMPORTANCE DURING THE CONSTRUCTION OPERATION. 2.

TO INITIATE PROCEDURE.

CONTRACTOR SHALL CONTACT BASE CIVIL ENGINEERING CUSTOMER SERVICE (781-225-2990)

PERMIT PROCEDURE; A PROCESS THAT TYPICALLY REQUIRES FIFTEEN (15) CALENDAR DAYS.

IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE BASE EXCAVATION THE CONTRACTOR SHALL NOTIFY "DIG SAFE" (800-322-4844) 72 HOURS PRIOR TO EXCAVATION.1.

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15006

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NG STA

1'-0"6"6"

1'-0"1'-0"

6"

1'-0"

‚" PER FOOT

NEW SLOPE

NEW 6:1 SLOPE

FOOT

‚" PER

SLOPE

NEW

‚" PER FOOT

NEW CROSS SLOPE

‚" PER FOOT

NEW CROSS SLOPE

4'-0"1'-0"

VARIES 3'± TO 8'±

NEW COLD PLANING

VARIES 3'± TO 8'±

COLD PLANING

WHERE APPLICABLE - SEE PLANS

SURVEY BL

PAVEMENT

EXIST BIT CONC

RESURFACING TYPE I-I

CLASS I BIT CONC

NEW 1•" MIN

PAVEMENT SURFACE

CLEANED EXIST

NEW TACK COAT ON

SUBGRADE

EXIST COMPACTED

LINE

NEW SAWCUT

LINE

NEW SAWCUT

BASE COURSE

CRUSHED AGGREGATE

NEW 6" GRADED

BASE COURSE

CRUSHED AGGREGATE

NEW 6" GRADED

CONC

NEW 4" CEMENT

EXIST GROUND

NEW 2' ROUNDING

BORROW & SEED

NEW PLANTABLE SOIL

NEW

2:

SLOPE

ROUNDING

NEW 1"

BORROW & SEED

NEW PLANTABLE SOIL

WHERE APPLICABLE - SEE PLANS 8'-0" VARIES VARIES- EXIST 1'-0"

DEPTH

•" TO 2"

OVERLAY -

NEW BIT CONC

SIDEWALK

BIT CONC

EXIST GROUND

LEVEL AREA

C-301

NEW RESURFACING

TYPICAL SECTION

" = 1'-0"2

1SCALE:

1'-0"

BORROW & SEED

NEW PLANTABLE SOIL

EXIST GROUND

EXIST GROUND

IN CUT

NEW 6:1 SLOPE

CURB - 6" REVEAL

VA4 GRANITE

CURB OR NEW TYPE

NEW PRECAST CONC

CURB - 6" REVEAL

VA4 GRANITE

CURB OR NEW TYPE

NEW PRECAST CONC

CURB - 6" REVEAL

VA4 GRANITE

CURB OR NEW TYPE

NEW PRECAST CONC

CURB - 6" REVEAL

VA4 GRANITE

CURB OR NEW TYPE

NEW PRECAST CONC

‚" PER FOOT

NEW CROSS SLOPE

‚" PER FOOT

NEW CROSS SLOPE

TYPE I-I

BIT CONC TOP COURSE

NEW 1•" CLASS I

TYPE I-I

BIT CONC BINDER COURSE

NEW 2•" CLASS I

AGGREGATE BASE COURSE

NEW 4" GRADED CRUSHED

NEW 8" SUBBASE COURSE

SUBGRADE

GRADED & COMPACTED

TUNNEL

@ TOP OF STEAM

HOLD EXIST ELEV

EXIST TURF

SURVEY BL

TUNNEL

STEAM

EXIST

CONC (TYP)

REINFORCED TRENCH

WHERE APPLICABLE - SEE PLANS VARIES - SEE PLANSVARIES - SEE PLANS

C-301

RECONSTRUCTION

NEW FULL DEPTH

TYPICAL SECTION

" = 1'-0"2

1SCALE:

A N

S I

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C-301

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N /A

N /A

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G A

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1'-0"

J L S

VARIES - SEE PLANS VARIES - SEE PLANS

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N

1'-0"

BORROW & SEED

NEW PLANTABLE SOIL

EXIST GROUND

EXIST GROUND

IN CUT

NEW 6:1 SLOPE

CURB - 6" REVEAL

VA4 GRANITE

CURB OR NEW TYPE

NEW PRECAST CONC

CURB - 6" REVEAL

VA4 GRANITE

CURB OR NEW TYPE

NEW PRECAST CONC

‚" PER FOOT

NEW CROSS SLOPE

‚" PER FOOT

NEW CROSS SLOPE

TYPE I-I

BIT CONC TOP COURSE

NEW 1•" CLASS I

TYPE I-I

BIT CONC BINDER COURSE

NEW 1•" CLASS I

TUNNEL

@ TOP OF STEAM

HOLD EXIST ELEV

EXIST TURF

SURVEY BL

TUNNEL

STEAM

EXIST

CONC (TYP)

REINFORCED TRENCH

WHERE APPLICABLE - SEE PLANS VARIES - SEE PLANSVARIES - SEE PLANS

RECLAIMED BASE COURSE

EXIST SUBBASE COURSE

UNDISTURBED SUBGRADE

C-302

& REPAVING

PAVEMENT RECLAMATION

TYPICAL SECTION

" = 1'-0"2

1SCALE:

1'-0"

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C-501

FABRIC INSTALLATION

LANDSCAPE FILTER

NOT TO SCALE

ON THIS KIND OF CUT

OVERLAP IS NOT REQUIRED

BE NO LONGER THAN 24in.

MATERIAL. CUT SHALL

FIT AROUND PLANT

IN MANNER SHOWN TO

CUT LANDSCAPE FABRIC

SUBSOIL

OVERLAP

TYP AREA OF

MULCH AFTER INSTALLATION OF FABRIC

& PREVENT MOVEMENT. SPREAD

OVERLAP AREA TO SECURE MATERIAL

PLACE ROCK @ CORNERS & ALONG

FINISHED GRADE

45°

1'-6"

CONC FOOTING

CLASS "A"

10'-0"

SPACING NOT TO EXCEED

AS SHOWN-MAX POST

CHAMFER AND EASE

PRESSURE TREATED

8"x8" TIMBER POST

OF RAIL

FRONT CORNERS

ƒ"-45° CHAMFER

EACH POST

SPLICE JOINT @

ONLY

WOODPLUG-NUT END

COUNTERSINK & GLUE

SHOWN

CHAMFER EDGES AS

PRESSURE TREATED

6"x10" TIMBER RAIL

FILL (TYP.)

COMPACTED

C-501

TIMBER GUARD RAIL

NOT TO SCALE

6'-6" OC TYP

> >3A

C-501

16"

3A

C-501

POST/RAIL ATTACHMENT

NOT TO SCALE

W6x9 POST

BLOCK

W6x9 OFFSET

METAL RAIL

w/SQUARE WASHER

STL BOLTØ •"

BOLTS MIN

STLØw/8 - •"

SPLICE ADJACENT RAILS

STL BOLT w/SQUARE WASHER

ØBLOCK w/ 1 - •"

CONNECT RAIL TO OFFSET

3B

C-501

C-501

METAL GUARD RAIL

NOT TO SCALE

3B

C-501

METAL GUARD RAIL

NOT TO SCALE

BOLTS MIN

Ø"2 -1TO POST w/ 2

CONNECT OFFSET BLOCK

W6x9 POSTW6x9 OFFSET BLOCK

CONCRETE FOOTING

3D

C-501

TERMINAL SECTION

NOT TO SCALE

3C

C-501

RAIL DETAIL

NOT TO SCALE

3E

C-501

8•"

2'-0"

3" MIN

TOP OF SHOULDER

USE SPLICE BOLTS (TYP)

1"x1„" SLOTTED HOLE

6"

R

BOLT & NUT

HEX HD

M16x1•" GALV

SEE 3A/C-501

RAIL BOLT

3E

C-501

TERMINAL SECTION

NOT TO SCALE

A N

S I

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EACH POST CONNECTION

BOLTS REQ'D @

STEEL CARRIAGE

GALVANIZEDØ 2-5/8"

FENCE POST

36" MIN

w/FILTER CLOTH OVER

MAX 6" MESH SPACING)

(14• GAUGE MIN,

WOVEN WIRE FENCE

FLOW

MIN 8" INTO GROUND

EMBED FILTER CLOTH

GROUND

UNDISTURBED

FENCE POST

36" MIN

w/FILTER CLOTH OVER

MAX 6" MESH SPACING)

(14• GAUGE MIN,

WOVEN WIRE FENCE

MIN 8" INTO GROUND

EMBED FILTER CLOTH

GROUND

UNDISTURBED2

M I

N

N

N

N

IN SILT FENCE

& MATERIAL REMOVED WHEN BULGES DEVELOP

MAINTENANCE SHALL BE PERFORMED AS NEEDED4.

INCHES AND FOLDED

EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX

WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN3.

24" @ TOP & MID SECTION

WOVEN WIRE FENCE WITH TIES SPACED EVERY

FILTER CLOTH TO BE FASTENED SECURELY TO2.

TO FENCE WITH WIRE TIES OR STAPLES

WOVEN WIRE FENCE TO BE FASTENED SECURELY1.

FABRICATED SILT FENCE NOTES:

FABRICATED SILT FENCE MATERIAL

GEOFAB, ENVIROFENCE OR APPROVED EQUAL

PREFABRICATED UNIT:

OR APPROVED EQUAL

FILTER X, MIRAFI100X, STABILINKA T140N

FILTER CLOTH:

MESH OPENING

WOVEN WIRE, 14 GAUGE 6" MAX

FENCE:

OR 2" HARDWOOD

STEEL, EITHER "T" OR "U" TYPE

POSTS:

SILT FENCE

AND SILT FENCE

COMBINED STRAW BALE DIKE

C-501

SILT FENCE

NOT TO SCALE

PARKING

V A

R I

E S

REFLECTIVE VINYL SHEETING

SIGN PANEL w/SELF ADHESIVE

GALVANIZED ALUM REFLECTIVE

DARK BRONZE w/CAP

2" SQUARE ALUM TUBE

DARK BRONZE w/CAP

2" SQUARE ALUM TUBE

SIGN

(2 MIN @ EA SIGN)

& WASHER

GALV STL BOLT w/NUT

WASHER & 3•" xŠ"

FINISH GRADE VARIES

MATERIAL VARIES

3500 PSI

FOOTING

12"x30" CONC

COMPACTED SUBGRADE

SIGN

FINISH GRADE

3500 PSI

CONC FTGØ 12"

COMPACTED SUBGRADE

UNDISTURBED OR

S I

G N

S I

G N

V A

R I

E S

VARIES

C-501

SIGN DETAILS

NOT TO SCALE

PARKING SIGN TRAFFIC SIGN

SEE

METAL RAIL

3C

C-501

5A

C-501

5A

C-501

SECTION

NTS

5A

C-501

DARK BRONZE w/CAP

2" SQUARE ALUM TUBE

NOTE: NOTE:

COMPLY WITH MUTCD

ALL TRAFFIC SIGNS MUST

ADA STANDARDS

ALL SIGNS MUST COMPLY WITH

S O

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D A

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C T N

O

IDENTIFICATION

SHEET

D R

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AIR

FORCEMAT R

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ELCOMMAND

SHEET OF

S C

A L E

2 3 4 5

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N T O

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S I

D

C-502

N /A

N /A

N /A

/2

/2

P a v in g

ID

IQ

C -5

.d g n

F E

N C

E D

E T

A

IL

S

6 15

ID

IQ

C

O N

T R

A C

T S

IT

E W

O R

K A

N D P

A V

IN

G A

B G /C

E

R T

M J L S

A

B G /C

E

N T S

/1

/2

XXXXX

X

X

X

X

X

X

X

X

X

X

XXXXX

X

X

X

X

X

X

X

X

X

X

XXXXX

X X X X X

XXXXX

XXX

X

X

X X X

XXXX

XXXX

X X X X

XXXX

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXXX

XX X X

XXX

X

X

N

N

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM

10'-0" MAXIMUM

A

B R

C

W

D T

H

"ON EXTENSION ARMS

BARBED WIRE APRON

TOP TENSION WIRE

BRACE RAIL

Ø…" MIN

TRUSS ROD

PULL POST

CORNER, END OR

(TYP)

TIE WIRE

LINE POST

2" MESH)

(9 GAGE,

FABRIC

CHAIN-LINK

B/O FABRIC

LINE POST

TYP)

(12" OC MAX,

TIE WIRES

X

BOTTOM RAIL

TYP)

@ LINE POST,

Ø(10" MIN

CONC BASE

)Ø(16" MIN

CONC BASE

GRADE

C-502

SECURITY FENCE

NOT TO SCALE

° 3

(TYP)

RIVETED FLUSH

…" PLAIN PIN

(TYP)

RIVETED FLUSH

…" PLAIN PIN

(TYP)

LOCK PIN

(TYP)

BARBED WIRE

(TYP)

BARBED WIRE

(TYP)

LOCK PIN

C-502

EXTENSION ARM DETAILS

NOT TO SCALE

LINE POST CORNER POST

Ø…" MIN

TRUSS ROD

CONC BASE

T Y

P

Ø…" MIN

TRUSS ROD

BAND

TENSION

TRUSS ROD & BAND BRACE RAIL CLAMP

FABRIC

LINK

ENGAGE EA FABRIC

TENSION BAR TO

TENSION BAR

CARRIAGE BOLT

END OR GATE POST TENSION BAND

WIRE

TENSION

12" OC MAX

TIE WIRES @

9 GAGE STL

FABRIC

BRACE RAIL ATTACHMENT

TURNS

LEAST THREE FULL

ENDS TWISTED AT

OF FABRIC)

4" FROM TOP & BOT

(15" OC MAX & WITHIN

9-GAGE STL TIE WIRE

FABRIC

FABRIC

LINE POST ATTACHMENT

C-502

FASTENING DETAILS

NOT TO SCALE

X

X

X

X

X

XX

X

X

X

X

XXXXX

X

X

X

X

X X

XX

XXXXX

X X X X

XXXX

X

X

XXXX

X X X X

XXXX

X

X

XX

X

X

POST

LINE

RAILS

BRACE

ROD

TRUSS

ROD

TRUSS

RAILS

BRACE

POST

PULL

POST

LINE

RAIL

BOT

WIRE

TOP TENSION

10'-0" MAX10'-0" MAX

STRAIGHT RUNS EXCEED 500 FEET

PROVIDE BRACE PANEL WHENEVER

NOTE:

C-502

BRACE PANEL

NOT TO SCALE

FENCE POST

COPPER WIRE

#8 AWG SOLID

GRADE

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

STL GROUND ROD

COPPER CLAD

؃"

C-502

GROUNDING DETAIL

NOT TO SCALE

END

DOUBLE RAIL

THREADS (TYP)

BOLT w/PEENED

…" CARRIAGE

FABRIC

(12" OC MAX)

TIE WIRES

9-GAGE STL

RAIL

BOTTOM

FABRIC)

TOP & BOT OF

WITHIN 4" FROM

(15" OC MAX &

TENSION BAND

C-502

BOTTOM RAIL

NOT TO SCALE

SECURE SIDE

FABRIC

TO BOT OF

1" MAX

STEEL POST SCHEDULE

USE & SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

72" OR LESS

FABRIC WIDTH

84" TO 96"

FABRIC WIDTH

108" & OVER

FABRIC WIDTH

TUBULAR, ROUND

CORNER, END & PULL POSTS

TUBULAR, ROUND

LINE POSTS

C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR, SQUARE

TUBULAR, ROUND

BOTTOM & BRACE RAILS

2.375" OD 2.875" OD 4.00" OD

2.875" OD2.375" OD1.90" OD

1.625" x 1.25" 1.625" x 1.50"

1.50" SQ

1.66" OD

BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN

DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

" CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE8

BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING3.

SHALL NOT BE ALLOWED ON SENSORED FENCES

FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS

16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED

FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.

ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED2.

FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED1.

NOTES:

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IDENTIFICATION

SHEET

D R

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AIR

FORCEMAT R

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ELCOMMAND

SHEET OF

S C

A L E

2 3 4 5

D E

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C-503

NEW BITUMINOUS CONCRETE RAMP

NOT TO SCALE

12:1 DOWN

C-503

SLOPED GRANITE CURB

NOT TO SCALE

EDGING

SLOPED GRANITE

C-503

CURB TO SLOPED EDGE

TRANSITION OF VERTICAL

NOT TO SCALE

TOP OF BUMPER BLOCK

GROUND; TOP TO BE FLUSH WITH

ROD TO BE DRIVEN 12" MIN INTO

#4 AT CORNERS

#3

TIES AT 1

2"

C-503

NEW PARKING BUMPER BLOCK

NOT TO SCALE

GRANITE CURB

SIDEWALK

L

W

FLUSH

ROADWAY

GUTTER SURFACE COURSE

FOUNDATION

SIDEWALK

CURB LINE

RAMP

S I

D E

W A

L K

LINE

CURB

BIT CONC SIDEWALK

EXIST BASE

0" CURB REVEAL

S

P

A N

W I

D

H

V

R I

E S

GRANITE EDGING

(AT SOME LOCATIONS - SEE PLANS)

EXIST STEAMLINE COVER

CEMENT CONC FRONT CORNER

CONCRETE GRADE CLASS "C"

TOP COURSE

BASE COURSE

SUBBASE COURSE

4" MIN TOPSOIL

6" DRY PLACED CONC BASE

BANK RUN GRAVEL 12" MIN

SUBGRADE

COMPACTED OR UNDISTURBED

C-503

METHOD OF SETTING VERTICAL CURB

NOT TO SCALE

C-503

CEMENT CONCRETE WHEEL CHAIR RAMPS

NOT TO SCALE

4'-0" 3'-6" 52

5'-0" 2'-9" 63

6'-0" 2'-0" 72

7'-0" 1'-3" 80

8'-0" 0'-0" 81

W L SY

9"

24" MIN 9"

7"

12"

6' -0"

R I

E S

6"6"

6' -0"

3' -6"

6' -0"

VARIABLE TO 8'-0"

6.00'

A N

S I

D

C-503

N /A

N /A

N /A

/2

/2

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ID

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C

O N

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A C

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A V

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S J L S

A

B G /C

E

/1

/2

N T S

C U

R B

IN

G T

Y P

E S A

N D U

S E

S

VERTICAL CURB

CURB (SPECIAL CUT)

VERTICAL TO SLOPED

TRANSITION CURB

DETECTABLE WARNING PLATE

CURB TRANSITION

CEMENT CONC

NEW CURB

NOTES:

GRASS AREA

STREET

SIDEWALK TO

CURB

GRANITE

GRASS AREA

WITH ROAD)

(PARALLEL

SIDEWALK

EXIST

CURB FACE

NOTES:

CURB TRANSITION

TYPE I-1

CLASS I BIT CONC TOP COURSE

CURB W/7" REVEAL

PRECAST CONC OR GRANITE

CLASS I BIT CONC BINDER COURSE TYPE I-1

GRADED CRUSHED AGGREGATE BASE COURSE

SUBBASE COURSE

NOTES:

NEW CURB 6" REVEAL

MEETS FLUSH

DRIVEWAY

BIT CONC STREET OR

NEW CURB 6" REVEAL

NOTE:

FINISH GRADED TO NEW SIDEWALK, EXIST SIDEWALK & TOP OF CURB

LANDSCAPED AREAS DISTURBED SHALL BE LOAMED, SEEDED &

"4

JOINT 24' OC MAX

EXPANSION

•" PREMOLDED

OR AS INDICATED

CONTROL JOINTS 6' MAX OC

1" DEEP SCORED TRAVERSE

SLAB (WALK)

4" CAST IN PLACE CONC

BASE COURSE

CRUSHED AGGREGATE

4" COMPACTED GRADED

COMPACTED SUBGRADE

W1.4xW1.4 WWM

CONC w/6x6

CAST IN PLACE

(4" MIN THICK, TYP)

WHERE APPLICABLE

LOAM & SEED

FINISHED GRADE

W1.4xW1.4 WWM

CONC w/6x6

4" CAST IN PLACE

BROOM FINISH

CURB AS INDICATED

PRECAST OR GRANITE

AS SHOWN ON PLANS6"

BASE COURSE

CRUSHED AGGREGATE

4" COMPACTED GRADED

COMPACTED SUBGRADE

24" OC MAX OR WHERE INDICATED ON PLANS

" PREMOLDED JOINT FILLER @2

1JOINTS w/

PROVIDE FULL-DEPTH TRANSVERSE EXPANSION2.

JOINTS @ 6" OC (TYP) UNO

PROVIDE 1" DEEP SCORED TRANSVERSE CONTROL1.

NOTES:

EDGE OF ROAD

FLUSH w/TOP OF CURB

TOP OF SIDEWALK IS

NEW BIT CONC SO THAT

REGRADE NEW BASE &

(SLOPE 002 1/FT MIN)

NEW SIDEWALK

COURSE

AGGREGATE BASE

GRADED CRUSHED

EXIST SIDEWALK

TO CURB PLAN

SAWCUT & REMOVE SIDEWALK

C-503

SIDEWALK TO ROAD

ADJUSTMENT OF

NOT TO SCALE

PROJECT

THIS METHOD APPLIES TO ALL CURBING ON3.

SPECIFICATION ALL TESTS ARE WAIVED

DEPARTMENT OF PUBLIC WORKS STANDARD

UNDER SECTION M4 OF THE MASSACHUSETTS

ANY CLASS CEMENT CONC THAT IS ACCEPTABLE2.

& STONE; REPLACE w/CONC CEMENT

CURB LINE & REMOVE BINDER, BASE COURSE,

CUT EXIST PVMT SQUARE & STRAIGHT 6" FROM1.

C-503

TYPICAL CONCRETE SIDEWALK

NOT TO SCALE

COURSE)

8" AGGREGATE BASE

(3" BIT CONC OVER

NEW BIT CONC RAMP

1"

1'-0" FROM EACH END

#5 REINFORCING RODS

ØHOLES FOR †"

IN THE SAME MANNER

EXISTING BUMPER BLOCKS SHALL BE REPLACED2.

BLOCK TO BE CENTERED IN PARKING STALL1.

TO DRAIN

GRADE

TO DRAIN

GRADE

1.67% (TYP)

1 1

PRIME COAT

TOP COURSE

2•" BIT BASE COURSE

CRUSHED AGGREGATE

6" COMPACTED GRADED

C-503

BITUMINOUS WALK

NOT TO SCALE

@ CONC SURFACES

•" FILLER w/SEALANT

EMBEDMENT

ALLOW 2" MIN

2-#4 CONT

6"

MIN

6"

MIN

7"

MIN

6"

(SEE NOTES)

(OR AS SPECIFIED)

15' MAXIMUM

CURVE +6' TO PT A

TANGENT LENGTH OF

BOTH SIDES

†" CHAMFER

6" REVEAL

WEARING COURSE

BINDER COURSE

PIN TYP @ BOTH ENDS

INTERLOCKING DOWEL

GRAVEL BASE

6" MIN COMPACTED

COMPACTED SUBGRADE

UNDISTURBED OR

C-503

PRECAST CONCRETE CURB

NOT TO SCALE

8A

C-503

8A

C-503

SECTION

NTS

5A

C-503

SECTION

NTS

5A

C-503

ALL WHEELCHAIR RAMPS MUST COMPLY WITH ADA STANDARDS6.

DIMENSIONS SHOWN @ ROADWAY ARE FIXED DISTANCES5.

THE EXIST DRIVEWAY GRADE WHERE APPLICABLE

SIDEWALKS THAT CROSS DRIVEWAYS SHALL BE RAMPED TO MEET4.

UNSAFE

WHERE EXISTING CONDITIONS MAKE THE RAMP IMPRACTICAL OR

RAMPS SHALL NOT BE PLACE BEHIND A STOP LINE OR IN A LOCATION3.

IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP

PORTLAND CEMENT CONC RAMPS ARE TO BE TEXTURED BY BROOMING2.

RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK1.

OR FLATTER

12:1 SLOPE

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IDENTIFICATION

SHEET

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FORCEMAT R

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ELCOMMAND

SHEET OF

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A L E

2 3 4 5

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OPENING

FORMED

INTO MANHOLE

GASKET CAST

RUBBER-LIKE

PIPE

MANUFACTURER'S WRITTEN INSTRUCTIONS

SHALL BE INSTALLED IN ACCORDANCE WITH

ALL GASKETS, SEALANTS, MORTAR ETC.

NOTE:

C-504

A-LOK (OR EQUAL)

NOT TO SCALE

OF MANHOLE

INSIDE FACE

O-RING

RUBBER-LIKE

OPENING

FORMED

FOLLOWER

CAST IRON

PIPE

C-504

RES-SEAL (OR EQUAL)

NOT TO SCALE

OF MANHOLE

INSIDE FACE

OPENING

FORMED

& WEDGE

RECEIVER

RUBBER-LIKE

PIPE

C-504

(OR EQUAL)

PRESS WEDGE II

NOT TO SCALE

OF MANHOLE

INSIDE FACE

FLEXIBLE SLEEVE

RUBBER-LIKE

STRAP

STAINLESS STL

C-504

MANHOLE SLEEVE

LOCK-JOINT FLEXIBLE

NOT TO SCALE

1" MIN

OF MANHOLE

INSIDE FACE

BAND

INTERNAL EXPANDING

304 STAINLESS STL

STRAP

STAINLESS STL

BOOT

KOR-N-SEAL

RUBBER-LIKE

PIPE

PIPE

C-504

JOINT SLEEVE

KOR-N-SEAL

NOT TO SCALE

45° WYE

PLUG CONNECTION

HOUSE

ENCASEMENT

CONCRETE

6" 6"

4"

C-504

FOR SEWER

CHIMNEY DETAIL

NOT TO SCALE

45° WYE

45° ELBOW

ENCASEMENT

CONCRETE

AS REQUIRED

PROVIDE PLUG

BRICK DAM

INV

BASE

PRE-CAST

TYPE "A" DROP TYPE "B" DROP

TYPE "C" DROP

ENCASEMENT

CONCRETE

90° ELBOW

TEE

INV

6" MIN

INVFLOW

60° WYE

30° ELL

ENCASEMENT

6" MIN

90° ELL

INVERT

REQ'D

SLOPE AS

MH BASE SLAB

6"

C-504

TYPICAL MANHOLE DROPS

NOT TO SCALE

COUPLING

> SEWER MAIN

ELEVATION

> SEWER MAIN

45° BEND

WYE

FLOW

PLAN

C-504

SEWER SERVICE CONNECTION

NOT TO SCALE

A N

S I

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C-504

N /A

N /A

N /A

/2

/2

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S E

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A

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S

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E

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M J L S

A

B G /C

E

N T S

/1

/2

8"2'-0"8"

T Y

P

GROUT

2 TO 5 BRICK COURSES

ADJUST TO GRADE w/

MANHOLE CONE SECTION

12 OC TYP

ALUM MH STEP

DROP FRONT TYPEØ1"

AS SPECIFIED

WALL THICKNESS

GROUT

MONOLITHIC MH BASE

AS SPECIFIED

FLOOR THICKNESS

UNDISTURBED EARTH

PER ADJOING SEWERO

BEDDING MATERIAL

BRICK CHANNEL

JOINT CAVITY

AT LEAST 75% OF

SEALANT TO FILL

FLEXIBLE JOINT

Ø WALL THICKNESS FLOOR THICKNESS

4'-0"

5'-0"

6'-0"

5"

6"

7"

6"

7"

8"

AS SPECIFIEDØ

C-504

PRECAST CONCRETE MANHOLE

NOT TO SCALE TYPICAL SECTION

(TYP)

RESILIENT CONNECTION

(TYP)

w/NON-SHRINK GROUT

MANHOLE TO BE FILLED

OUTSIDE OF PIPE &

ANY SPACE BETWEEN

BRICK MASONRY

C-504

TYPICAL BRICK INVERT

NOT TO SCALE

AC, VC & PVC PIPE = 2'-0"

RCP & DI PIPE = 4'-0"

MAX DISTANCE FOR

OF HIGHEST PIPE

BE 1" ABOVE CROWN

TOP OF SHELF SHALL

1" WASH

PLAN

M I

N

OF MAIN

CONNECTION @ TOP

GRADIENT FOR BUILDING

CONNECTION

BUILDING

10A

C-504

10B

C-504

10A

C-504

SECTION

NTS

10B

C-504

SECTION

NTS

ID

IQ

C

O N

T R

A C

T S

IT

E W

O R

K A

N D P

A V

IN

G S

O L

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IDENTIFICATION

SHEET

D R

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FORCEMAT R

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SHEET OF

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A L E

2 3 4 5

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N /A

N /A

N /A

/2

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SECTION A-A

1"

30"

42"

30"

32"

MACHINED

C-505

MANHOLE FRAME

NOT TO SCALE

PLAN VIEW

1"

1"

3•"

5"

R

C-505

MASONRY WALL

8" MIN

1"R

1̂

"R

24"± 1" OPENING

MORTAR

FULL BED OF

FRAME SET IN

MORTAR

C-505

SECTION DETAIL

MANHOLE FRAME

NOT TO SCALE

FOR COVER DETAIL SEE2.

MATERIAL: CAST IRON

MIN FRAME WEIGHT: 265 LBS1.

NOTES:

C-505

BIT CONC PVMT

COURSE

AGGREGATE BASE

GRADED CRUSHED

CONCRETE COLLAR

SUBBASE

TO PROPOSED GRADE

(2 MIN/5 MAX)

BRICK OR PRECAST RINGS

INLETS (M9.04.5)

INLETS w/GRANITE CURB

REPLACE EXIST CONC CURB

STRUCTURE

EXIST CATCH BASIN

NOTES:

MAY BE USED (NEENAH R-1979 OR EQUAL)

IN THE SAME MANNER AS CATCH BASINS: MANHOLE EXTENSION RINGS

MANHOLE CASTINGS MAY BE ADJUSTED TO PROPOSED GRADE2.

CONCRETE IN PAVEMENT OVERLAY AREAS

REPLACE REMOVED PAVEMENT & BASE COURSE WITH CLASS C

TO PROPOSED SURFACE ELEVATION & POUR NEW CONCRETE COLLAR.

EXIST CATCHBASIN FRAME & GRATE & GROUT CASTING TO CONFORM

REMOVE EXIST PAVEMENT & CONCRETE COLLAR FROM AROUND1.

C-505

GRANITE CURB INLET

NOT TO SCALE 6" TYP

V A

R I

E S

VARIES (4'-0" MIN)

5" MIN

N

24" TYP

2 COURSES MIN/5 COURSES MAX

w/MORTAR FOR GRADE ADJUSTMENT

BRICKS OR PRECAST RINGS

APPROVED)

PERMITTED ONLY AS

(ECCENTRIC CONES

CONCENTRIC CONE

RISER

PRECAST CONCRETE

APPROVED EQUAL

FOUNDRY L-202 OR

LEBARON/EAST JORDAN

GREASE HOOD

IN PLACE CONC BASE

PRECAST OR CAST

TOP FACE - 2" CLEAR

#4 @ 12" OC EA WAY

C-505

CATCH BASIN

PRECAST CONCRETE

NOT TO SCALE

CONC MH WALL

PRECAST REINF

MORTAR

NON-SHRINK

PIPE

Ø

M

X

N G

E L

D

U

T Ø

CONC MH WALL

PRECAST REINF

MORTAR

NON-SHRINK

PIPE

C-505

MORTAR JOINTS

NON-SHRINK

NOT TO SCALE

EXISTING MANHOLES

PIPE CONNECTIONS TO

WU/2

WU/2

WS/2 OR

P I

Z

N E

Ø

SELECT MATL

UNDISTURBED MATL

GRAVEL AGAINST

COMPACTED SCREENED

UNDISTURBED MATL

WU UNSHEETED WS SHEETED

"Ø"

DIAMETER

12" & SMALLER

15"

18"

3'-0"

3'-2"

3'-6"

4'-2"

4'-4"

4'-8"

C-505

STORM DRAIN TRENCH

NOT TO SCALE

4' OR IF UNSUITABLE/UNSTABLE MATERIAL IS ENCOUNTERED

SHEETING/SHORING REQUIRED IF EXCAVATION DEPTH EXCEEDS6.

SCREENED GRAVEL TO 6" ABOVE TOP OF PIPE

DIMENSION SHOWN IS FOR RC PIPE, FOR DI PIPE; PROVIDE5.

SUCH CONNECTIONS, BRANCHES & STUBS SHALL BE SHATTERED

DOWN TO A HORIZONTAL PLANE 6" BELOW THE BOTTOMS OF

ENDS OF BUILDING CONNECTIONS, BRANCHES & STUBS &

ALL UNEXCAVATED ROCK WITHIN 3'-0" HORIZONTALLY OF THE4.

REQUIRED, SHEETING/SHORING MUST BE USED

IF EXCAVATION & BACKFILL BELOW OSHA MINIMUMS IS 3.

EXCAVATED BEYOND THE TRENCH WIDTH WS

BELOW THE TOP OF PIPE ZONE THE TRENCH SHOULD NOT BE2.

TRENCH WIDTH WS ABOVE THE TOP OF PIPE ZONE

STORM DRAIN TRENCHES MAY BE EXCAVATED WIDER THAN1.

NOTES:

T Y

P

B

B

32"

30"

7•"

10•"

1"

„"3

B

B

C-505

MANHOLE COVER

NOT TO SCALE

PLAN VIEW

SECTION B-B

DETAIL

SEE TREAD

TREAD DETAIL

ƒ

1•"

FIN DETAIL

1‹"x1‹"

2‚"x2‚"

23‡"x23‡"

22"x22"

24‡"x24‡"

32„"x32„"

8A

C-505

8A

C-505

SECTION

NOT TO SCALE

DIMENSION TO BE 32„"x 29"

USED AT CURB INLETS. THIS

A 3-FLANGE FRAME SHALL BE

C-505

FRAME & GRATE

CATCH BASIN

NOT TO SCALE

ID

IQ

C

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IL

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D B

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IDENTIFICATION

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E C

S

PIPE JOINTS(TYP)

BE KEPT CLEAR OF

CONCRETE SHALL

BLOCK(TYP)

CONCRETE

SIDE EXCAVATIONS(TYP.)

TEE CROSS

C.I. CAP

(TYP)

CONCRETE BLOCK

BLOCK(TYP)

CONCRETE

ELBOW DEAD END

BEARING AREAS EACH DIRECTION

OF THRUST IN SQUARE FEET

PIPE

SIZE

TEES &

DEADENDS

90°

ELBOWS

45° ELBOW CROSSES

IN DIRECTION OF FLOW

22-1/2°

ELBOWS

6" 4.0 5.5 3.0 2.0

8" 7.0 9.5 5.0 3.0

10" 9.5 13.5 7.0 4.0

5.010.019.013.512"

14" 18.0 23.5 14.0 7.0

9.018.033.023.016"

GROUND(TYP)

BE AGAINST UNDISTURBED

ALL BEARING SURFACES SHALL

X

M I

N

1-4 1#2" PUMPER CONNECTION

2-2 1#2" HOSE CONNECTIONS

CRUSHED ROCK

7 CUBIC FEET OF

GROUND LINE

BOX

ADJUSTABLE VALVE

C OF WATER MAINL

15"x15"x6" CONC. BLOCK

KEEP WEEK HOLES OPEN

OF HYDRANT BARREL

PROVIDE FOR PROPER DRAINAGE

GROUND LINE

GROUND LINE

BOX

ADJUSTABLE VALVE

C CROSS

OR TEE

VARIABLE

S

E C

SEE NOTE 1

TRENCH LIMIT

LINE OF NARROW

(SEE SPECIFICATIONS)

AGAINST UNDISTURBED MATERIAL

COMPACTED SCREENED GRAVEL OR SAND

V E

R

WATER MAIN

FINISH GRADE

IF APPLICABLE

FLUSH WITH PAVEMENT

GATE VALVE

THRUST BLOCKS

3 CUBIC FEET MINIMUM

SERVICE

FIRE PROTECTION

TAPPING MACHINE

AS REQUIRED FOR

LIMIT OF EXCAVATION

EXISTING PIPE

NEW PIPE

NEW TAPPING SLEEVE

LIMIT OF EXCAVATION

NEW VALVE

NEW PIPE

SUPPORT

CONCRETE

THRUST BLOCK

CONCRETE

L

MAIN

C WATER L

MAIN

C WATER

V E

R

LENGTH VARIES

SERVICE

VALVE ON BUILDING FIRE

INSTALL POST INDICATOR

FINISH GRADE

NOTE)

COLLAR (SEE

CONCRETE

GATE VALVE

LEVELING BLOCK

CONCRETE

SUBGRADE

COMPACTED

MATERIAL

SELECT GRANULAR

6" MINIMUM COMPACTED

SLEEVE AND VALVE

NEW TAPPING

EARTH

UNDISTURBED

BLOCK

THRUST

CONCRETE

BACKFILL

NOTE:

6" TEE OR END

IN TABLE FOR

INDICATED

SAME AREA AS

PROVIDE

THRUST BLOCK

* A

VALVE AND BOX

SHUT OFF

6" HYDRANT LEAD,

EXTENDED FOR A DISTANCE OF 3' BEYOND THE PLUG.

WILL ENTAIL ROCK EXCAVATION, TRENCH EXCAVATION IN ROCK SHALL BE

WHERE FUTURE EXTENSION OF A PLUGGED PIPE OR A PLUGGED BRANCH5.

AND IS AT RIGHT ANGLES TO THE DIRECTION OF THE PIPE.

THE SURFACE OF UNDISTURBED GROUND AT EITHER SIDE OF THE TRENCH

BETWEEN THE UPPERMOST POINT OF THE PIPE TO A LINE WHICH CONNECTS

"COVER" AT ANY POINT SHALL BE DEFINED AS THE VERTICAL DISTANCE4.

EXCAVATED BEYOND THE TRENCH WIDTH WS.

BELOW THE "LINE OF NARROW TRENCH LIMIT" THE TRENCH SHALL NOT BE3.

"LINE OF NARROW TRENCH LIMIT".

TRENCHES MAY BE EXCAVATED WIDER THAN TRENCH WIDTH WS ABOVE THE2.

CEMENT ASBESTOS PIPE.

AND CONCRETE PIPES. USE SAND FOR STEEL, COPPER, PLASTIC AND

MATERIAL W/NO STONE LARGER THAN 3" FOR CAST IRON, DUCTILE IRON

COMPACTED ZONE AROUND PIPE BACKFILLED WITH SELECTED EXCAVATED1.

NOTES:

FOR UNSHEETED TRENCH WU=(4/3D + 18") or 36" WHICHEVER IS GREATER FOR SHEETED TRENCH WS=(4/3D + 32") or 50" WHICHEVER IS GREATER

WATER MAIN NOTES:

A N

S I

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C-506

N /A

N /A

N /A

/2

/2

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IQ

C

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N D P

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SEE 1/C-506

IN TABLE FOR 6" TEE OR END

SAME AREA AS INDICATED

THRUST BLOCK PROVIDE

OR 4'-0" FROM BACK OF CURB.

* A =7'-0" FROM BACK OF PAVEMENT WHERE NO CURB EXISTS

1'-0"

LOWER THAN T/O SLAB

T/O PIPE SHALL BE 6"

MATERIAL

AROUND GRAVEL FILTER

GEOTEXTILE FILTER FABRIC

DRAIN PIPE (SLOTTED)

ON PLANS

DRAIN PIPE SIZE AS SPECIFIED

NOTE:

REQUIRED)

(LENGTH AS

DIP CL 52

COLLAR AROUND VALVEBOX AS SHOWN.

INSTALL 8" THICK x 2 FT. SQ REINF CONCRETE

NOT PROVIDED,

WHERE RESTRAINT BY PAVEMENT IS

1'-0"

(TYP)

TIE RODS

" Ø4 3(2)

C-506

WATER MAIN TRENCH SECTION

NOT TO SCALE

C-506

THRUST BLOCK

NOT TO SCALE

C-506

FIRE HYDRANT SETTING

NOT TO SCALE

C-506

TAPPING SLEEVE AND VALVE

NOT TO SCALE

C-506

POST INDICATOR VALVE

NOT TO SCALE

C-506

WATER SERVICE DETAIL

NOT TO SCALE

C-506

FOUNDATION DRAIN

NOT TO SCALE

C-506

TYPICAL VALVE SETTING

NOT TO SCALE

DAMP PROOFING

S O

L

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A T

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M A

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A P

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B M

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D B

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P L

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A T

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D A

T E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D R

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AIR

FORCEMAT R

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ELCOMMAND

SHEET OF

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A L E

2 3 4 5

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OPEN

PLAN VIEW SECTIONAL VIEW

L

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IDENTIFICATION

SHEET

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SHEET OF

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2 3 4 5

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Property of the United States Air Force - For Official Use Only

A N

S I

D

C-507

N /A

N /A

N /A

/2

/2

P a v in g

ID

IQ

C -5

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11 15

A

B G /C

E

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M J L S

A

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P R

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A S

T S

T R

U C

T U

R E D

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A

IL

S

Ø30"

VAULT TOP

VAULT BASE

TOP & BASE

EA SIDE OF VAULT

)Ø12 HOLES (4"

7'-4"

4"

Ø30"

VAULT TOP

VAULT BASE

TOP & BASE

EA SIDE OF VAULT

)Ø12 HOLES (4"

7'-4"

4"

C-507

ELECTRIC SWITCH VAULT

NOT TO SCALE

C-507

ELECTRIC MANHOLE

NOT TO SCALE

ELEMENTS

ALL PRECAST

STONE (TYP)

ƒ" CRUSHED

VARI

ES

VARIES

VARI

ES

VARIES

12"x12"

C-507

ELECTRICAL PADS

NOT TO SCALE

SWITCH PAD

SECONDARY ELECTRICAL

TRANSFORMER PAD

ELECTRIC POWER

FABRIC (TYP)

WELDED WIRE

Ø30"

VAULT TOP

VAULT BASE

TOP & BASE

EA SIDE OF VAULT

)Ø4 HOLES (4"

7'-4"

4"

TOP & BASE

EA END OF VAULT

)Ø12 HOLES (4"

C-507

TELEPHONE MANHOLE

NOT TO SCALE

HOLES REQUIRED

ACCESS TO ALL

HOLES REQUIRED

ACCESS TO ALL

C-507

PLACEMENTS

TYPICAL MANHOLE

NOT TO SCALE

ID

IQ

C

O N

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N E

D B

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D E

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A

B

M A

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A P

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IDENTIFICATION

SHEET

D R

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AIR

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SHEET OF

S C

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2 3 4 5

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A N

S I

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C-508

N /A

N /A

N /A

/2

/2

P a v in g

ID

IQ

C -5

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A

B G /C

E

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M J L S

A

B G /C

E

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V A

R I

E S

12"

12"

3' MIN 3' MIN

STEAM LINE STRUCTURE

VARIES

BIT CONC PVMT

BASE

SUBBASE

REMOVABLE COVER

SUPPORT

REMOVABLE PIPE

STEAM LINESFOR CONDUIT BANK

20" STL SLEEVE

C-508

STRUCTURE @ CONDUIT CROSSING

TYPICAL STEAM TRENCH

SCALE:

CONC PVMT

NEW BIT

EXIST PVMT

PLACE IN 2'-6" LIFTS

12" COMPACTED SUBBASE

BACKFILL

NEW COMPACTED GRAVEL

#3 @ 18" OC

(TYP)

4" TELEPHONE CONDUITS

VERT & HORIZ OF NEW

DUCT SPACING 7•" OC

#4 TYP

R

B O

T T

T

2" CLR

TYP

CONC ENCASEMENT

NEW REINFORCED 1•"

TYP

GRADE

NEW FINISHED

1'-0"1'-6"1'-0"

V E

R

2'-3"

OR NEW TURF

NEW BIT CONC PVMT

OR TURF

EXIST PVMT

ALL JOINTS SAWCUT

GRAVEL BORROW

2500 PSI CONCRETE

MUD POUR

SCH 40 PVC

4" CONDUIT

GRAVEL BORROW

C-508

TYPICAL TRENCH SECTION

PRIMARY ELECTRICAL CONDUIT

NOT TO SCALE

N

E C I

F I

E D

B U

R I

D

P T

H

3" 3"4"

GRADE

NEW FINISHED

& SEED

3" TOPSOIL

CAUTION TAPE

ELECTRICAL LINE

6" WIDE POLYETHYLENE

PVC CONDUIT

4" SCH 40

C-508

INSTALLATION w/SAND BEDDING

TYPICAL ELECTRICAL CONDUIT

NOT TO SCALE

4"

8•"

15"

CONCRETE

PLASTIC OR

C-508

DUCT SPACER

NOT TO SCALE

4"

2" CLR COVER

#4 TIE

#6

#4 HOOP

COVER

MH FRAME &

MORTAR

(1" COVER)

#4 HOOP

(TYP)

IF REQD

MH STEP -

2'-0"Ø

4'-0"Ø

TOP

CONC MH FLAT SLAB

PRECAST REINFORCED

SEALANT

BUTYL RUBBER

CONC MH BARREL

PRECAST REINFORCED

GRADING RINGS

REINFORCED CONCRETE

w/BRICK MASONRY OR

ADJUST TO REQD GRADE

C V

R

C L

R

CHAMFER

PLAN

C-508

FOR SHALLOW MANHOLE

PRECAST FLAT TOP

NOT TO SCALE

8"

6A

C-508

6A

C-508

SECTION

NTS

U T

IL

IT

Y T

R E

N C

H M

A N

H O

L E D

E T

A

IL

S

V A

R I

E S

M I

N

M I

N

C-508

INSTALLATION UNDER PAVED AREAS

TELEPHONE DUCT BANK

NOT TO SCALE

COMPACT IN 12" LIFTS

COMPACTED GRANULAR FILL

COMPACT IN 6" LIFTS

COMPACTED GRANULAR FILL

INVERT OF PIPE

BEDDING MATERIAL TO

COMPACTED SAND

COMPACTED SUBGRADE

UNDISTURBED OR

C-508

TYPICAL SEWER TRENCH

NOT TO SCALE

SEWER PIPE

FINISH GRADE

MAX

12"

OD

PIPE

MAX

12"

OD

PIPE

C-508

TYPICAL GAS TRENCH

NOT TO SCALE

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FINISHED GRADE

B/O EXCAVATION

SEE PVMT DETAILS

IN PAVED AREAS,

(2'-6" MIN)

VARIES

DEPTH OF COVER

4" LOAM & SEED

w/ON-SITE SOIL

FINAL BACKFILL

w/METAL FIBER

WARNING TAPE

ACCORDANCE w/ASTM D 2274

BACKFILL MATERIAL IN

BEDDING

COMPACTED PIPE

ALL WORK TO CONFORM TO ASTM D 22743.

EXISTING GAS PIPING OR OTHER UNDERGROUND STRUCTURES

HAND EXCAVATION MUST BE PERFORMED WITHIN 5 FEET OF2.

ON THE CONSTRUCTION DOCUMENTS

HORIZONTAL LOCATION OF GAS SERVICE SHALL BE AS SHOWN1.

GAS TRENCH NOTES:

COMPACTED SUBGRADE

VAN

4'-0"

2'-6"

8'-0"8'-0"9'-0" 5'-0" 8'-0" 9'-0"

WHERE APPLICABLE

WHEEL CHAIR RAMP

WHERE APPLICABLE

WHEEL CHAIR RAMP

TYP STALLHANDICAP STALL

O C

O C

TYP

LINES

PAINTED

4" WIDE

(TYP)

LINES

PAINTED

4" WIDE

CURB

FACE OF

CURB

FACE OF

C-509

CONDITIONS

TYPICAL PARKING LINE

NOT TO SCALE

8' TO 9' OC

R O

W

D

H

R I

E S

12" WIDE PAINTED LINE

C-509

LINE CONDITIONS

TYPICAL CROSSWALK

NOT TO SCALE

"T"

WIDTH "T"

EXIST CRACK

M

P T

H

R E

S H

A P I

N G

FILLER

SEALER & CRACK

FILL w/JOINT

EXIST CRACK.

ROUT & CLEAN

OVERLAY

PROPOSED

PAVEMENT

EXIST

FOR CRACK WIDTHS OF 1/2" TO 1"

TYPE "A" CRACK REPAIR WILL GENERALLY BE USED

NOTE:

C-509

TYPE "A" CRACK REPAIR

NOT TO SCALE CRACK WIDTHS 1" OR LESS

WIDTH "T"

EXIST CRACK "T"

R E

M O

V E

D

M

P T

H

OVERLAY

PROPOSED

PAVEMENT

EXIST

& CRACK FILLER

w/JOINT SEALER

DEPTH. FILL

REMAINING CRACK

ROUT & CLEAN

MILL EXIST TO PROPER DEPTH

12" UNDERLAY REPLACEMENT

C-509

TYPE "B" CRACK REPAIR

NOT TO SCALE CRACK WIDTHS EXCEEDING 1"

6"

VARIES

N

N

GRADE

GRIND SMOOTH

TOP w/ STL PLATE.

SOLID CONC FILLED.

SCH 40 PIPE.

(OR AS SPECIFIED)

Ø4", 6", OR 8"

CONC

C-509

BOLLARD DETAIL

NOT TO SCALE

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1'-0"5"

" 1

1'-8"

R

CENTER STRIPE

FACE OF CURB OR

C-509

HANDICAP SYMBOL

NOT TO SCALE

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HANDICAP STALL

VAN ACCESSIBLE

TYP STALL

BOLLARD GUARD

APPROVED EQUAL)

INNOPLAST (OR

FOR CRACK WIDTHS THAT EXCEED 1"

TYPE "B" CRACK REPAIR WILL GENERALLY BE USED

NOTE:

NOTE:

WITH ADA STANDARDS

ALL PARKING MARKING MUST COMPLY

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SHEET

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IDENTIFICATION

SHEET

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FORCEMAT R

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SHEET OF

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A L E

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Property of the United States Air Force - For Official Use Only

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GROUND ELEV

COVER

MH FRAME &

MORTAR

GROUND ELEV

1•" @ HIGHEST

8"12"8"TYP

2'-0"

TYP

2'-6"

8"

R

6'

7'-4"

AA

B C

B C or TYP

DELIVERY ORDER

WHERE SPECIFIED BY

BE DRIVEN IN EA MANHOLE

" x 8'-0" GROUND ROD TO4

NOTE:

PLAN VIEW SECTION A-A

3"

3"

3" 4" 3"

B-B

3" 2" 3" 3

ALL DUCTS ARE SCHEDULE 40 PVC

NOTE:

1E OR 1T

1-4" DUCT

2E OR 2T

2-4" DUCTS

C-C

2E - 2T

6E - 6T

DUCTBANK ELEVATIONS

d

CORNER

TYPICAL

DUCT ENTRANCE

TYPICAL

8"

3"

IRON

PULLING

E-501

DETAILS

ELECTRICAL MANHOLE

NOT TO SCALE

SIDEWALK PVMT

GRADE OR

T/O FINISHED

WILL VARY

ENTRANCES

NUMBER OF

EA SIDE

DUCT ENTRANCE

(TYP)

PULLING IRON

(TYP)

#5 @ 12" OC

CAT # S-312

E.L. LEBARON FOUNDRY CO

SIMILAR & EQUAL TO

SUMP FRAME & COVER

(TYP OF 4)

PULLING IRON

#5 @ 9" OC

SUMP PIT

DETAIL

SEE TYP CORNER

30"

41"

49" ƒ

؃"

SECTION

MANHOLE FRAME

PLAN VIEW

MANHOLE FRAME

(TYP)

ƒ" TO •"

8" RIB TAPERED

GROUT

ELECTRIC

1‚" WIDE x 2" HIGH w/BLOCK LETTERS

IN THIS SPACE

OR "ELECTRIC" AS REQD

PLACE THE WORD "TEL."

CI COVER

ƒ" RIBBING

1•" SQUARE,…" DEEP

TOP PLAN

MANHOLE COVER

L

E C

MACHINE FINISH

SECTION

MANHOLE COVER

(TYP)

ƒ" TO •"

RIBBING TAPER

BOTTOM PLAN

MANHOLE COVER

E-501

FRAME

ELECTRICAL MANHOLE

NOT TO SCALE

E-501

COVER

ELECTRICAL MANHOLE

NOT TO SCALE

Ø24"

M I

N

OF CONC BASE •"

CHAMFER ALL SIDES

POLE MANUFACTURER

FURNISHED BY

ANCHOR BOLTS

PAVEMENT

PARKING LOT

ON SCHEDULE

MOUNTING HEIGHT INDICATED

TO PROVIDE LUMINAIRE

POLE LENGTH w/FDTN HEIGHT

CONTRACTOR TO COORDINATE

LIGHTING STANDARD POLE

AS REQD

FDTN. NUMBER & SIZE

STUBBED 1‚" ABOVE

1‚" RGS CONDUIT

8 #5 VERT BARS

@ 12" OC

#3 CIRCULAR TIES

SEE NOTE 1

SPECIFICATIONS

CONC AS PER

TYPICAL FOR MOST TYPE "LN" FIXTURES2.

EXISTING TYPE IN SPECIFIC WORK AREA

ABOVE GRADE FOUNDATION HEIGHT TO MATCH1.

NOTES:

OF CONC BASE •"

CHAMFER ALL SIDES

AS REQD

FDTN. NUMBER & SIZE

STUBBED 1‚" ABOVE

1‚" RGS CONDUIT

POLE MANUFACTURER

FURNISHED BY

ANCHOR BOLTS

8 #5 VERT BARS

@ 12" OC

#3 CIRCULAR TIES

SPECIFICATIONS

CONC AS PER

ON SCHEDULE

MOUNTING HEIGHT INDICATED

TO PROVIDE LUMINAIRE

POLE LENGTH w/FDTN HEIGHT

CONTRACTOR TO COORDINATE

LIGHTING STANDARD POLE

FINISHED GRADE

M I

N

Ø24"

& "GN" FIXTURES

TYPICAL FOR MOST TYPE "AN", "BN", "DN", "EN"2.

EXISTING TYPE IN SPECIFIC WORK AREA

ABOVE GRADE FOUNDATION HEIGHT TO MATCH1.

NOTES:

E-501

LIGHTING POLE FOUNDATION

NOT TO SCALE

E-501

LIGHTING POLE FOUNDATION

NOT TO SCALE

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SHEET

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SHEET OF

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A L E

2 3 4 5

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E-502

FIXTURE MOUNTING

DIRECT ARM REPLACEMENT

NOT TO SCALE

E-502

FIXTURE MOUNTING

REPLACEMENT

ADJUSTABLE ARM

NOT TO SCALE

E-502

FIXTURE MOUNTING

COBRAHEAD REPLACEMENT

NOT TO SCALE

E-502

FIXTURE MOUNTING

POST TOP REPLACEMENT

NOT TO SCALE

/1

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