C-501.pdf

C-501

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3' MIN.

EXIST PAV'T

EXIST. STONE

BASE COURSE

SAW CUT

PAV'T EDGE

NEW UTILITY

12"

MIN.

VARIES

3" BIT. CONC. SURFACE COURSE

TACK COAT

12"

MIN.

PRIME COAT

SAME AS EXISTING

STONE BASE COURSE 3" MIN.

COMPACTED

BACKFILL

SEE PIPE TRENCH DETAIL, THIS SHEET, FOR

WIDTH OF TRENCH

3" BASE COURSE

1.5 " ASPHALT SURFACE

COURSE

6" COMPACTED CR-6

COMPACTED SUBGRADE

(95%)

PRIME COAT

TACK COAT

SCALE:

D1

ASPHALT PAVEMENT DETAIL

POV PARKING AND LANE WIDENING

NONE

3" BASE COURSE

1.5 " ASPHALT SURFACE

COURSE

9" COMPACTED CR-6

COMPACTED SUBGRADE

(95%)

SCALE:

D2

ASPHALT PAVEMENT

DETAIL (HEAVY DUTY)

NONE

6" AGGREGATE

SURFACE

8" AGGREGATE BASE

COURSE

COMPACTED SUBGRADE

(95%)

SCALE:

D3

AGGREGATE SURFACE

DETAIL (TACTICAL PARKING)

NONE

SCALE:

C4

DUMPSTER PAD DETAIL

NONE SCALE:

C5

CONCRETE MECHNICAL YARD DETAIL

NONE

SCALE:

D4

ASPHALT PATCH REPAIR

NONE

6X6W2.9XW2.9 WWF

AGGREGATE BASE

COURSE

COMPACTED

SUBGRADE (95%)

M

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C L

R

6"6"

1. MIN. CONCRETE STRENGTH fc' = 4000psi

2. REFER TO CS111 FOR FOR SLAB DIMENSIONS AND LOCATIONS.

6X6W2.9XW2.9 WWF

3/4" CHAMFER

IN TURF AREAS

AGGREGATE BASE

COURSE

COMPACTED

SUBGRADE (95%)

M

I N

C L

R

6"6"

1. MIN. CONCRETE STRENGTH fc' = 4000psi

2. REFER TO CS112 FOR FOR SLAB DIMENSIONS AND LOCATIONS.

3. EXTEND THE LENGTH AND WIDTH OF THE CONCRETE UTILITY PAD A MINIMUM

OF 6 INCHES BEYOND THE LENGTH AND WIDTH OF THE SELECTED UTILITY

EQUIPMENT ON EACH SIDE.

4. COORDINATE CONDUIT PENETRATIONS WITH SELECTED ELECTRICAL AND

MECHANICAL EQUIPMENT.

ASPHALT

PVM'T

SCALE:

A1

LANE WIDENING DETAIL

NONE

NOTE:

1. STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS OF THE

MARYLAND DEPARTMENT OF TRANSPORTATION AND SHA.

2. ASSUMING A MINIMUM CBR VALUE OF 4.

NOTE:

1. STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS OF THE

MARYLAND DEPARTMENT OF TRANSPORTATION AND SHA.

2. ASSUMING A MINIMUM CBR VALUE OF 4.

NOTE:

1. STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS OF THE

MARYLAND DEPARTMENT OF TRANSPORTATION AND SHA.

2. ASSUMING A MINIMUM CBR VALUE OF 4.

EXISTING ROAD WAY

WIDTH VARIES

11' MIN.

R O

A D

C

L

TURN LANE PAVEMENT

SECTION, SEE DETAIL

C-501

SLOPE VAIRES

1/4" / 12" S

LOPE M

IN.

16" TO 21"

"D"

PIPE DIA

18"

15"

12"

10"

8"

48" & LARGER

33" TO 42"

24" TO 30"

6" TO 15"

"A"

MAXIMUM

W

A

OD

A

D

MAXIMUM TRENCH WIDTH

"W" TAKEN AT TOP OF PIPE

NOTE: PROVIDE BEDDING IN

ACCORDANCE WITH THE SPECIFICATIONS.

BEDDING

THICKNESS

VARIES

SCALE:

A4

PIPE TRENCH DETAIL

NONE

SCALE:

B1

PERMANENT ASPHALT PATCHING

MDSHA DETAIL 578.01

NONE

SCALE:

B2

PAVEMENT UTILITY TRENCH REPAIR

MDSHA DETAIL 578.03

NONE

SCALE:

B5

GENERATOR PAD DETAIL

NONE

6X6W2.9XW2.9 WWF

AGGREGATE BASE

COURSE

COMPACTED

SUBGRADE (95%)

M

I N

C L

R

6"6"

CONCRETE CURB

TYPE 'D', SEE

DETAIL C-502

1. MIN. CONCRETE STRENGTH fc' = 4000psi

2. REFER TO CS112 FOR FOR SLAB DIMENSIONS AND LOCATIONS.

3. EXTEND THE LENGTH AND WIDTH OF THE CONCRETE UTILITY PAD A MINIMUM

OF 6 INCHES BEYOND THE LENGTH AND WIDTH OF THE SELECTED UTILITY

EQUIPMENT ON EACH SIDE.

4. COORDINATE CONDUIT PENETRATIONS WITH SELECTED ELECTRICAL AND

MECHANICAL EQUIPMENT.

SCALE:

B4

VEHICLE FUEL PAD DETAIL

NONE

NOTE:

1. SEE SHEET C-509 FOR GRADING INFORMATION.

2. STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS OF THE

MARYLAND DEPARTMENT OF TRANSPORTATION AND SHA.

3. ASSUMING A MINIMUM CBR VALUE OF 4.

4. MIN. CONCRETE STRENGTH fc' - 4,000psi.

8"

CONCRETE PAVEMENT,

SEE DETAIL D3

41'-0"

ALGIN WITH EXISTING

EDGE OF PAVEMENT;

IN-LINE AND GRADE

2" COMPACTED LAYER OF

CRUSHED STONE,

COMPACTED TO MAX DENSITY

8" CELLULAR

CONFINEMENT

SYSTEM BACKFILLED

WITH #7 STONE

COMPACTED SUBGRADE

(95%)

SCALE:

A5

STORMWATER MANAGEMENT

ACCESS

NONE

NOTE:

1. STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS OF THE

MARYLAND DEPARTMENT OF TRANSPORTATION AND SHA.

2. ASSUMING A MINIMUM CBR VALUE OF 4.

3. MIN. CONCRETE STRENGTH fc' - 4,000psi.

TOPSOIL, SEED

& MULCH

3:1 (MAX.)

GEOTEXTILE

FABRIC

12'-0"

2.0% (MAX.)

A

B

C

D

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

A

B

C

D

D E P A R T M E N T

O F

T H E

N A V Y

N A V A L

F A C I L I T I E S

E N G I N E E R I N G

C O M M A N D

DRAWFORM REVISION: 10 MARCH 2009

<<PM-DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

1100 NORTH GLEBE ROAD

SUITE 500

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04/16/2021

#4 REBAR, 18" O.C.

HORIZONTAL #4 REBAR

3" CURB

4" VINYL

WATERSTOP

2"

CONCRETE CURB, VARY

HEIGHTS TO CREATE

CONTAINMENT

TACK COAT

PRIME

COAT

12"

12"12"

12"

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