HomeMy WebLinkAboutC10.0 - General DetailsPROPOSED BUILDING APPLIED JOINT SEALER
ADDITION
1/2" PERFORATED TOOLED EDGE
EXPANSION MATERIAL
a. 4
.4
EXPANSION JOINT
MATERIAL TO BOTTOM 0
1/2 PAVEMENT
EXPANSION JOINT AT BUILDING DETAIL
APPLIED JOINT SEALER
2 PERFORATED TOOL BOTH SIDES OF
1/2" " EXPANSION JOINT
EXPANSION MATERIAL
I I
CROWN CAP W/ CONIC
1" ABOVE TOP OF PIPE r1"
4.
6"0 STD. STEEL PIPE , a
GALVANIZED & FILLED W/CONCRETE.
PROVIDE THERMOPLASTIC LDPE YELLOW BOLLARD COVER
OR PAINT TRAFFIC YELLOW -.A
°d W
2'-0"0 x4'-0" OR 2'-0"x tD
2'-0"x4'-0" CONC. FOOTING ° d. w
CL
I-
SLOPE CONCRETE 1" ABOVE o
& FINISH W/STEEL TROWEL. I
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F
A. a
~ 4. a..
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w a
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a a'
a
d
4
a.
1/2"—
EXPANSION
/2"EXPANSION JOINT DETAIL
FLUSH WITH SURFACE 1 /8" - 1-1/4" DEEP SAWED
d/4
d a 1/8" - 1-1/4"
a...
CONTROL JOINT
10 JOINT DETAILS
10. NOT TO SCALE
3'
1' OF RIP -RAP ON
GEOTEXTILE
2,r 4. CONC..18 2'r
6" STRAIGHT CURB I EX 6" STRAIGHT CURB
Lq
ASPHALT PAVEMENT ASPHALT PAVEMENT
FLUSH WITH PARKING LOT
6" STRAIGHT CONCRETE CURB TURNOUT
NOT TO SCALE
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
IN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
777 / /-
UNDER PAVEMENT
EDGE OF PAVEMENT, CURB-/\/ MINIMUM WIDTH =
GUTTER OR SIMILAR STRUCTURE /� ".:..1.25 OD + 12"
IN THE PUBLIC RIGHT—OF—WAY
IF WITHIN 5' OF EDGE OF `
PAVEMENT, USE "B" BORROW OR F NOT WITHIN 5' OF EDGE OF
EQUIV. GRANULAR MATERIAL PAVEMENT: USE "B" BORROW
COMPACTED TO 95% STANDARD ID COMPACTED TO 90% STANDARD
PROCTOR DENSITY FOR ENTIRE t PROCTOR DENSITY TO 1/6 OF
TRENCH BACKFILL Id PIPE DIAMETER AND REGULAR
�OD BACKFILL TO TOP OF TRENCH
LEGEND
OD = OUTSIDE DIAMETER
ID =INSIDE DIAMETER
d =DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
ID
d (MIN)
27" &SMALLER
3-
30" TO 60"
4"
66" & LARGER
6"
\\ a \\\
4. a
i/
2'-0"
17 6" DIAMETER STANDARD
10 STEEL PIPE BOLLARD
—#8 STONE OR APPROVED EQUIVALENT
BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
13 REINFORCED CONCRETE PIPE RCP
10. BEDDING/TRENCH DETAIL
NOT TO SCALE
NOT TO SCALE
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