081387C-C501.pdf

PORTLAND CEMENT CONCRETE

GROOVED, SAWCUT OR PLASTIC FILLED

COMPACTED SUBGRADE

1/8" TOOLED EDGE NON-EXTRUDED JOINT FILLER1

4"

16"

1"

16"

COMPACTED SUBGRADE

CONTRACTION JOINT

EXPANSION JOINT

COMPACTED SUBGRADE

COMPACTED TO 90% OF

MAX DENSITY

GRADE

1'-0" SEE PLAN FOR WIDTH

CROSS SLOPE, MAX 14"/FT

MIN.18"/FT

SIDEWALK SECTION - TYPICAL

PIPE

SIZE

TRENCH WIDTH

(X) (Y) (Z)

MIN. MAX.

BEDDING

(MIN.)

COVER

(MIN.)

2",4"&6"

8"

10"

12"

18"

20"

22"

24"

24"

26"

28"

30"

3"

3"

4"

4"

6"

6"

6"

6"

1.

2.

BEDDING AND

COVER, (SEE

SPECIFICATIONS)

BACKFILL MATERIAL

AS REQUIRED FOR

TRENCH TYPE (SEE

SPECS.)

WIDER TRENCHES SHALL REQUIRE HIGHER

STRENGTH PIPE AND/OR SPECIAL BEDDING.

DIFFERING TRENCH WIDTHS REQUIRE PRIOR

APPROVAL OF OWNER'S REPRESENTATIVE.

PIPE BEDDING DETAILS

TRENCH DIMENSION CHART

NOTES:

TRENCH DIMENSION CHART

FOR MULTIPLE PIPE TRENCHES SEPARATE PIPES BY 12"

FOR CONDUITS IN PIPE TRENCHES SEPARATE BY 6"

3" CROWN TO

ALLOW FOR

SETTLING, TYP

#12 COPPER

TRACER WIRE

SEE TRENCH

DIMENSION CHART

FOR COVER AND

BEDDING

REQUIREMENTS

CROWN AS DIRECTED

BY ENGINEER.

PROVIDE DRAINAGE AS

NECESSARY TO DRAIN.

REPLACE TOPSOIL

AND RESEED AS PER

SPECIFICATIONS.

CLEAN UP ALL GRAVEL

AND SPOILS.

1.

2.

3.

4.

MECH. TAMPED

10" CLASS 2

AGGREGATE BASE

95% RELATIVE

COMPACTION

SEE TRENCH

DIMENSION CHART

FOR COVER AND

BEDDING REQ'MTS.

90% RELATIVE

COMPACTION

#12 COPPER

TRACER WIRE

NEW P.C.C. SLAB

ON GRADE. DOWEL

INTO (E) SIDEWALK.

MATCH (E) DIMS

ORIGINAL

CUT LINE

TRENCH WIDTH

PLUS 12" (MIN.)

NOTES:

NOTES:

LANDSCAPED AREAS

SIDEWALKS

X

CLASS "C"

BACKFILL

(SEE SPECS)

85% R.C.

Z

Y

EXISTING GROUND

CLASS "B"

BACKFILL

NOTES:

1. WIDER TRENCHES MAY REQUIRE HIGHER STRENGTH PIPE AND/OR SPECIAL BEDDING.

2. DIFFERING TRENCH WIDTHS REQUIRE PRIOR APPROVAL OF ENGINEER.

3. IN UNSTABLE SOILS INCREASE THE TRENCH WIDTH TO 5 PIPE DIAMETERS FOR PVC

PIPE.

NOTE: SEE FOUNDATION PLAN

FOR FLOOR JOINT LOCATIONS

CUT 50% OF

REINF BARS

AT JOINT

SEE CONTRACTION JOINT

FOR ADDITIONAL INFO NOT

NOTED

GREASE THIS

SIDE OF DOWEL

BOND BREAKER

WOOD CRACK INDUCER

4" WIDE SAWCUT, FILL W/SEALANT

8"Øx18" LONG SMOOTH

DOWELS AT MID-DEPTH

OF SLAB AT 12"

8" RADIUS TOOLED EDGE, FILL

W/SEALANT

2" TYP

1"

1" 3"

2"

(X)

(Y)

(Z)

CONTRACTION JOINT

CONSTRUCTION JOINT

NOTE: JOINT SPACING. MATCH EXISTING SIDEWALK CONTRACTION INTERVALS.

PROVIDE EXPANSION JOINTS WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK.

F O R O F F

IC

IA

L U S E O N L Y

IN

F O R M A T

IO

N S A F E G U A R D

IN

G I S R E Q U

IR

E D

T h e i n fo rm a ti o n c o n ta in e d o n t h is d ra w in g s h a ll re m a in u n d e r th e c o n tr o l o f th e o ri g in a ti n g r e q u e s te r o r a g e n c y o r it s s u c c e s s o r in f u n c ti o n a t a ll ti m e s I n fo rm a ti o n s a fe g u a rd in g i s t h e r e s p o n s ib ili ty o f th e i n d iv id u a l/ a g e n c y /c o m p a n y re q u e s ti n g t h e d a ta a n d t a k in g o ri g in a l p o s s e s s io n o f th is d ra w in g R e le a s e /d is c lo s u re o f d a ta t o a n y p a rt y b e y o n d t h e o ri g in a l re q u e s t a n d i n te n d e d u s e i s p ro h ib it e d N o p u b lic p u b lic a ti o n o f th e d a ta b y a n y m e a n s o r a n a ly s e s t h e re o f is a u th o ri z e d U p o n c o m p le ti o n o f th e u s e o f th e d a ta c o n ta in e d o n t h is d ra w in g th e d ra w in g m u s t b e r e tu rn e d o r d e s tr o y e d D ir e c t a n y q u e s ti o n s t o t h e E n g in e e ri n g S u p p o rt E le m e n t, C E S /C E C B a t -6 -4 In fo rm a ti o n s a fe g u a rd in g r e q u ir e m e n ts a re p e r A F M A N -1 A F I -3 D O D R e g .1 a n d E x e c u ti v e O rd e r w h e n a p p lic a b le

D O N O T D U P L

IC

A T E T H

IS

D R A W

IN

G O R T H E D A T A C O N T A

IN

E D O N I T

1 CONCRETE JOINT DETAILS NOT TO SCALE 3 SIDEWALK DETAILS NOT TO SCALE

4 TRENCH DETAILS NOT TO SCALE

2 CONCRETE JOINT DETAILS NOT TO SCALE

5 PIPE BEDDING DETAIL NOT TO SCALE