HomeMy WebLinkAboutC5.1 Site Detailsr /I ll
d (MIN)
4
30" TO 60"
...-0
66" LARGER
4
L
6' -9"
5' -0"
6' -9"
D
d (MIN)
27" SMALLER
4
30" TO 60"
4
66" LARGER
4
8" CONCRETE PAVEMENT
6X6- W2.9XW2.9 W.W.F.
6" COMPACTED
AGGREGATE BASE
CONCRETE PAVEMENT SECTION
NOT TO SCALE
6" OR 8"
PREMOLDED FILLER
1 /2"
q, p••:
tor V
TOOLED CONTROL JOINT
1 /s WIDE, MIN. /4 DEPTH
4" CONC. SLAB W/
BROOM FINISH
6x6 W1.4xW1.4xW.W.F.
EXPANSION JT.
25' -0" O.C.
20'
(TYP.)
TRANSVERSE
EXPANSION JOINTS
FINISHED GRADE
COMPACTED AND
WELL DRAINED
SUBGRADE I III
#4 REBAR (CONT.)
TOP BOTTOM
COMBINED CURB WALK DETAIL
NOT TO SCALE
100'
APPLIED JOINT SEALER
TOOL BOTH SIDES OF
EXPANSION JOINT 1/2" PERFORATED
EXPANSION MATERIAL
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
EXPANSION JOINT DETAIL
NO SCALE
FLUSH WITH SURFACE
6x6 4/4 WIRE MESH
CONC. SLAB ON
GRANULAR BASE
•O r ••�7U
N
1/2"
1/2"
CONTROL JT.
5' -0" O.C.
CONTROL JOINT
NO SCALE
6"
VARIES W /TYPE
OF CURB
CURB JOINT DETAIL
NOT TO SCALE
COMPACTED AND WELL
DRAINED SUBGRADE
#4 REBARS TOP BOTTOM
TOP OF CURB
TOP OF PAVEMENT
4" CONC. SLAB W /6X6 XW1.4 X W1.4
W.W.M. OVER MIN. 4' COMPACTED
GRANULAR FILL
5' -0"
FALSE JOINT
SIDEWALK DETAIL
NOT TO SCALE
CONCRETE SLAB
1/8"-1 1/4" DEEP SAWED
CONCRETE SLAB
APPLY ANTI SPALLING
COMPOUND
1" RADIUS TOOLED
ROUND EDGE
I— PAVEMENT
TRANSVERSE
CONTRACTION JOINTS
\--BOTTOM OF CURB
D
5
6"
ICI°
AP" AI
0 i.M
L. 5
PAVEMENT
BUTYL
MASTIC
SEALANT
6 INLET
INV= 817.10
5"
TYP.
l
18"
5" BAR
8" OC /EW (TYP.)
24" D I A.
HOLE
SIDEWALK
SLOPE 50:1 (max.)
4"
6" PVC.
VARIABLE
SLOPE 12:1 (max.)
1 /i PREFORMED
JOINT FILLER
UTILITY STRIP 1' -0" 4' -0"
108"
SECTION A -A
CURB RAMP, TYPE "C"
SECTION C -C
CURB RAMP, TYPE "C"
CURB RAMP. TYPE "C"
NOT TO SCALE
PLAN VIEW
STANDARD MANHOLE FRAME TO BE NEENAH #R- 1772 -C,
jr— OR APPROVED EQUAL, SET IN BITUMASTIC SEALANT. LID TO BE
TYPE "B" WITH CONCEALED PICKHOLE. MANHOLE FRAMES TO BE
CENTERED OVER PRECAST OPENINGS IN TOP OF GREASE TRAP.
3
PAVEMENT
SECTION VIEW
GREASE INTERCEPTOR DETAIL
1000 GALLON CAPACITY
BOTTOM EDGE OF RAMP
TO BE FLUSH WITH
THE EDGE OF THE PAVEMENT
1' -0' UTILITY STRIP
6” PVC.
#4 BAR
12" OC /EW
4" X 24"
OPENING
41"
18"
SIDEWALK
SIDEWALK
RISER
TO GRADE
GREASE TRAP TO REST
ON UNDISTURBED SOIL.
WATER DEPTH 37"
PIPE SEAL CAST IN
AT INLET OUTLET
H
BOTTOM EDGE OF RAMP
TO BE FLUSH WITH
GUTTER FLOWLINE
PAVEMENT
6' -9"
SLOPE 12:1 (max.)
DETAIL NOTES:
CONCRETE STRENGTH
4500 PSI (3.10 x 10''8 Pa) 28 DAYS
REINFORCEMENT:
ASTM A -615
ASTM A -615M (LATEST REVISION) GRADE 60
DESIGN LOAD:
AASHTO HS25
AASHTO HS25M (LATEST REVISION)
APPROX. WEIGHT:
BASE 11,200# LID 4,100#
GREASE INTERCEPTOR
PER PLUMBING PLANS
6
GREASE INTERCEPTOR SPECIFICATION
1000 GALLON PRECAST CONCRETE
GREASE INTERCEPTOR. G" INLET,
G" OUTLET. PROVIDE MANHOLES
EXTENDED TO GRADE WITH WATER-
TIGHT COVER. P.C. SHALL FURNISH
AND IN STALL COMPLETE. GREASE
INTERCEPTOR AND MANHOLE
COVERS SHALL 6E HEAVY DUTY
DESIGN SUITA9LE FOR PARKING LOT
INSTALLATION. THORN- ORWICK
MODEL 1100 -GT -T OR APPROVED
EQUAL. VERIFY LOCATION WITH
SITE UTILITY PLAN. TOILET ROOM
WASTE SHALL NOT FLOW THRU
GREASE INTERCEPTOR.
PLAN
1 /2 PREFORMED
JOINT FILLER
6"
SECTION H-H
BEDDING MATERIAL
5' -0"
VARIES
JOINT FILLER
SECTION G -G 2 PREFORMED
CURB RAMP. TYPE "G"
NOT TO SCALE
CONCRETE COLLAR
1' -0"
0
PAVEMENT
WYE
BOTTOM EDGE OF RAMP
TO BE FLUSH WITH
GUTTER FLOWLINE
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
45 BEND
1/4D
SIDEWALK
CLEANOUT DETAIL
NOT TO SCALE
NOTE: CLASS "A" BEDDING TO BE UTILIZED FOR
ALL CLEANOUT INSTALLATIONS (SEE DETAIL)
CONCRETE CRADLE
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC
RIGHT -OF -WAY
LEGEND
—K
SIDEWALK
6
4"
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED
STONE OR APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED INTO
PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE, AND "B" BORROW
COMPACTED TO 95% STANDARD
PROCTOR DENSITY TO TOP OF
TRENCH.
Bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d= DEPTH OF BEDDING
MATERIAL BELOW PIPE
SIDEWALK
5' -O"
CURB RAMP
2.0% (max.)
4"
1/2" PREFORMED
JOINT FILLER
6' -9"
SLOPE 12:1 (max.)
6 STD. STEEL PIPE
GALVANIZED PAINTED,
FILLED W/ CONCRETE.
2' -0" x 4' -0" CONC. FOOTING.
SLOPE CONCRETE 1" ABOVE
FINISH W/ STEEL TROWEL.
5'
NOTE:
PLAN
4'-0"
MIN.
L
SECTION L -L
4"
SECTION K -K
CURB RAMP
MODIFIED TYPE "K"
NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
PAVEMENT
ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
DEPTH OF BEDDING MATERIAL BELOW PIPE
K
SIDEWALK
BOTTOM EDGE OF RAMP
TO BE FLUSH WITH
GUTTER FLOWLINE
6' -9"
SLOPE 12:1 (max.)
MIN. 12"
6" STD. STEEL PIPE BOLLARD
NOT TO SCALE
PLASTIC PIPE (PVC HDPE) BEDDING DETAIL
NOT TO SCALE
SIDEWALK
NOTE:
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. MAXIMUM SPACING
AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR,
MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED TO TRUCK
OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2)
BOLLARDS AT EACH DEVICE.
IF NOT WITHIN 5' OF
EDGE OF PAVEMENT,
USE #8 CRUSHED STONE
OR APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE TO MIN.
OF 12" ABOVE TOP OF
PIPE, AND REGULAR
BACKFILL TO TOP OF
TRENCH.
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
05/20/04
WJT
KMB
1N2004.0443
REVISIONS
TAC
07/02/04
SHEET NO.
C5.1
OF
IN2004.0443.073.C51.SD