HomeMy WebLinkAboutV-99-01 Merchant's Pointe Lot 2 O'Charley's Ground Sign pg. 5fLIG ROAD
EDSE OF PA
SITE
TEMPONARY CONSTIWCTI0N EXIT
STONE SIZE ASTM 04448
No. I (I -1/2' 3-V2"
DIA)
PAD 15 50' (MINIMUM) IN
LATH BY 6" MIN. DEPTH
BY 24' MIN. WIDTH.
DRESS WITH ADDITIONAL
STONE AS NOD.
STONE IS TO BE MAINTAINED IN A
coNDITION AS TO PREVENT MUD
TRACKING FROM TIRES BY
CONSTRUCTION TRAFFIC.
I. EXCAVATE TRENCH.
qD° BEND
NOTE:
DIMENSIONS THRUST BLOCKS SUITABL UP THRU 8 "o PIPE
THI L ET AI
SCALE NONE
2. PLACE d STAKE STRAFE
BALES. USE 2 STAKES
PER BALE.
3. WEDGE LOOSE STRAW
BETWEEN BALES.
4. BACKFILL d COMPACT
THE EXCAVATED SOIL.
SCALE NONE
6 "X6 "X 348" STEEL TUBE (A56) I+ V2".
STUDS AT 24" O.G. SET W/ 2% SLOPE. PAINT
EXPOSED METAL.
TOP OF TUBE TO BE FLUSH WITH SIDEWALK.
TOOL ALL EDGES WITH I /8" RADIUS
2' -6"
6" COMPACTED CRUSHED
STONE BASE.
'1
18"
j 36"
TEE
S 4111 111111 16
CONCRETE KICKER
,o
r• r
1 4 2i 4 4
45° and 11-1/2° BEND
1
2x2 HOOD STAKE
STAKED d ENTRENCHED
STRAW BALE
BINDING HIRE OR TWINE
(1Ii1ffhI1Ifi(1
UftffNIIIU',4,',, PIPINe.
COMPACTED TO PREVENT
±4" DEEP TREtsH
;11...,\
EXCAVATED TRENCH MAIL,
$TRAW BALE DETAIL
2' -6"
22 -I /2° BEND
so. Oi•w,<•ttop
<17407..?P.,`
\S i
S IDEWALK $CUPPER DETAIL
cor+PncT1ED
sue6RAve
z
x
SIDEWALK (4" THICK
4000 pet CONCRETE,
BROOM FINISH)
6" COMPACTED
CRUSHED STONE
BASE.
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III
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m
24"
OR PER
LOCAL COPES
TREVH bETAIL
GUT AND REPLACE EXISTING
PAVEMENT ACCORDING TO
LOCAL SPECIFICATIONS
r PAVF_NIENT
24" MIN.
COVER, OR BY
LOCAL CODES
CRUSHED STONE
FILL
CONDUIT SEE
PLAN FOR SIZE,
TYPE QTY.
-PAVEMENT
GUT AND REPLACE EXISTING
PAVEMENT ACCORDING TO
LOCAL SPECIFICATIONS
CRUSHED STONE
FILL
WATER OR SEWER
PIPE SEE PLAN
FOR SIZE 4 TYPE
J.R. SMITH 4245 OR EQUAL
G.O. WITH Gc7/ER
24" x 24" x q -I/2'
THICK CONC. PAD
FIN GRADE OR PAVING
EXTENSION SANE SIZE AS 5R
5IM G-3 FOR SIZE
AND MATERIAL
WE LONG SWEEP
!TERIOR CLEANOUT DETAIL
1 1
SILT FENCE DETAIL
PORVIDE I/2' EXPANSION JOINTS
W/ FILLER 0 20' O.G. AND
CONSTRUCTION JOINTS a 5' 0.C.
5 MAX
5'-O"
AT BLDG. EXITS
t
SIDEWALK TURNOOWN DETAIL
36' (MIN) COVER FOR WATER LINE
24" (MIN) DOVER FOR SEWER LINE
GREATER COVER MAY BE REQUIRED
BY LOCAL AUTHORITY
EXTRUDED
CURB
BEYOND
SCALE NONE
7
.1)
PARKING
VAN ONLY
t'•
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rir.
zi<AY
PIN
t
f::1;
LI"
.1>
A
NANOICAP PARKINO $ION$.
x
;TF14 ORATE DETAIL
$IDEWALK DETAIL
PAVEMENT
THIGKNE9
OR 6" MIN.
(WP)
8" X 12" HANDICAP PARKING
51GN, MUTGD R1 -6 WITH 6" X I2" "VAN
ONLY" SIGN (o VAN SPADE ONLY).
516N COLORS:
LEGEND AND BORDER GREEN
WHITE SYMBGt. ON BLUE BACKSROUN,
BACKGROUND WHITE
2'4' PAINTED GALVANIZED POLE
6'-6" TOTAL LENGTH
4 STEEL PIPE WITH
CONCRETE FILL
ANCHOR
EAR SLAB
fiAMP TEXTURE DETAIL
HEAVY -DUTY CRATE
POLYDRAIN PART *1503.14
6" DRAIN PIPE. ROUTE TO
STORMWATER SYSTEM AS
SHOWN 1N ON SHEET G -2.
SIDEWALK (4" THICK
4000 psi CONCRETE,
BROOM FINISH)
6" COMPACTED CRUSHED
STONE BASE.
•M ri•
•d•
gt
•1i••,
•a,
6' MAXIMUM
FACE OF CURB
CONCRETE WALK.
PAVEMENT FLUSH WITH
LANDING.
LANDING. MAX. SLOPE 2%
IN ANY DIR'?GTION.
f,•
*q•
t
f
i �A
PAINT BLUE
6* THICK, 4000 P51 CONC. P1/
6x6 W2.4x142. W.W.M. MAX.
SLOPE 1 VERT: 12 HORIZ.
TACTILE WARNING GROOVES,
1 /4"1 x I /8 "DP 0 2" D.G.
BROOM FINISH.
a
SLOPE CURB TO PAVEMENT
ELEV IV :12H
HEAVY DUTY TRAFFIC RATED
CAST IRON MANHOLE FRAME 4
COVER. 24" MIN. OPENING
(SQUARE OR ROUND)
GROUT INTO PLACE
SCALE NODE
1/2" PREFORMED
BITUMINOUS JOINT
FILLER AT 20 FT. O.G.
*4 BAR AT 12" O.C.
STUBBED 12" INTO
EACH yI E
50"
SEE SITE PLAN FOR LOCATIONS
6' COMPACTED CRUSHED
STONE BASE.
SIDEWALK IN EA� AN$ION
SCALE NONE
HANDICAP $YMBOL DETAIL
IN-LI1E RAMP DETA11
4" 4) VENT
HOLE
4114111■441 44
qb"
10•"
3" V W/ 3/4"
ASPH. SEALANT. I ROLL
EACH SIDE OF GROOVE.
32"
24 OPENINGS—
NOTE:
CONTRACTOR TO VERIFY WITH LOCAL UTILITY
COMPANY REQUIREMENTS FoR SIZE OF GREASE
TRAP. (1000 GAL. GREASE TRAP AS PER CLOUD
GONG. PRODUCTS, 615 -143 -1420)
GREASE TRAP DETAIL
f
r
NOTE, TOP SLAB INVERTED
GROOVES TO BE SEALED
WV 2 ROLLS G5 3/4" SEALANT,
I ROLL E.A. SIDE OF GROOVE.
BRICK OR
CONCRETE
RISER
6" PVC MIN.
OPEN TOP
SANI. TEE (TYP)
4500 psi CONC.
28 DAYS. REINF. I^I/
*4 BARS 6R. 60 12"
G.C.E.W. BASE, SLAB
WALLS, *5 BARS
a G.G. TOP SLAB.
PAINT TO MATCH
PARKING LOT
STRIPING
PAINT TO MATCH
PARKING LOT
STRIPING
PAINT BLUE
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DATE ISSUED
03-07-01
REVISIONS
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