Southworth Products
DDL Dock Lift Manual
10
4.3 Typical Pit Plan
FROM ANY DIRECTION
INCLUDING ENTRY FROM
BOTTOM OF PIT SUMP.
STEP REQUIRED FOR BRIDGE
PLATE HINGE CLEARANCE
MUST BE SQUARE ( 1/2")
ACROSS CORNERS.
3" X 3" X 1/4" ANGLE BY
PIT CONTRACTOR. ALL
CORNERS TO BE
SECURELY WELDED. PIT
CONDUIT ENTRY CAN BE
COUPLINGS FOR
HYDRAULIC
CONNECTIONS
1 1/2"
BRIDGE
+1-1/2"
PLATFORM 1-1/2"
WIDTH
1/2"
BRIDGE PLATE
PLATFORM
PLATE
WIDTH
+1/2"
2" CONDUIT
3/4" LAG HOLES
LAG WITH 5/8" MIN.
SLEEVE ANCHORS
(BY INSTALLER)
VODIS
COMPACTED WITH NO
ANGLES MUST BE WELL
CONCRETE BEHIND CURB
FRONT OF PIT
ALIGNED WITH
CONCRETE ANCHORS TO
BOLLARDS TO BE
CENTER LINE OF
FROM EACH END.
12" O.C. WITH ONE 3"
1/2" X 6" LOCATED
PREVENT STANDING WATER
PIT DRAIN AS REQUIRED TO
BE
IN PIT. (BY CONTRACTOR)
CROSS HATCHING INDICATES AREAS OF
•
BASE FROM THE MUST BE SHIMMED AND
OR GROUTED AFTER LEVELING OF THE
BASE FRAME TO ENSURE PROPER BASE
FRAME SUPPORT.
CONDUIT RUN IS REQUIRED FOR ROUTING
•
OF HYDRAULIC HOSES AND ELECTRICAL
WIRING UNLESS ALTERNATIVE
ARRANGEMENTS ARE REQUESTED.
2" ELECTRICAL CONDUIT USED WHEN 1/2"
•
HYDRAULIC HOSE, VENT LINE, AND
ELECTRICAL LEADS ARE TO BE INSTALLED
FROM POWER UNIT TO LIFT (BY PIT
CONTRACTOR).
8" BOLLARDS
36"
STEEL PIPE FILLED
48"
1/2"
3"
6"
+1/2"
HEIGHT
LOW
(BY CONTRACTOR)
WITH CONCRETE
1/2" SHIM
UNDER EACH
LAG PLATE FOR
PROPER DRAINAGE
