13-646-016I
Iii
I-
PERMITTED
ALTE �NATlE_"All
:241 1
2-#6 BARS
ALL AROUN
I"
mammi
(OPTIONAL)
DRAINAGE STRUCTURE DETAIL (TYPE 2'
NOTE 2 -
4m X 2'
GLE —
I
I NEOPRENE CASKET
D- PIPE DIAMETER
PLAN
1. SECTION OF A.C.M.P. CUT IN HALF. BAFFLE
tint r 4
Mom
m
M MEN
POLLUTION RETARDANT BASIN
OT TO
(BAFFLE TYPE) N "I
REFER ♦ DRAINAGE PLANS FOR
RIM & GRADE ELEVATIONS
REMOVABLE CAPS __\ M/;_
FgTfl��
w:m
EACH WAY
Lm
FM
Mug"
sm
EXISTING PAVEMENT I PROPOSED NEW PAVEMENT
I
TYPE "A" JOINT
Itc" I/
TYPE EXPANSION JOINT
(EXPANSION JOINTS) MATERIAL
NOT TO SCALE
—PRECAST CONCRETE POST
.-#,• ECAST CONCRETE PANEL-=
CONCRETE FOOTING
Ink
A, FINISH GRADE
I ly _;o_T_ �O
J 1-
J
j-1 L
DIG A FOUNDATION HOLE COLOR TO MATCH
1'-6m WIDE AND NOT LESS BUILDING BOTH SIDES
THAN 4-3" DEEP. SET
POST ALIGNED AND POUR ELEVATION SECTION
3000 PSI CONCRETE
AROUND POST. ASSUMED
SOIL BEARING CAPACITY OF
2000 PSF MINIMUM.
PRECAST CONCRETE FENCE DETAIL
NOT TO SCALE
ME
I
REVISIONS,
I
I
DRAWING BY: pjB
DATE:
FEBRUARY 06,
2013
JOB NUMBER: CKE # 1319
TITLE'
I
CVS
PHARMACY
i
SITE
—3
#3
SHEET
NUMBER:
7
#3
COMMENTS:
NOT
''RELEASED FOR CONSTRUCTION
A, FINISH GRADE
I ly _;o_T_ �O
J 1-
J
j-1 L
DIG A FOUNDATION HOLE COLOR TO MATCH
1'-6m WIDE AND NOT LESS BUILDING BOTH SIDES
THAN 4-3" DEEP. SET
POST ALIGNED AND POUR ELEVATION SECTION
3000 PSI CONCRETE
AROUND POST. ASSUMED
SOIL BEARING CAPACITY OF
2000 PSF MINIMUM.
PRECAST CONCRETE FENCE DETAIL
NOT TO SCALE
ME
I
REVISIONS,
I
I
DRAWING BY: pjB
DATE:
FEBRUARY 06,
2013
JOB NUMBER: CKE # 1319
TITLE'
I
CVS
PHARMACY
i
SITE
DETAILS
SHEET
NUMBER:
C
COMMENTS:
NOT
''RELEASED FOR CONSTRUCTION