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BRIDGE DETAIL — 1 IN = 10 FT.
PLAN SHOWING BRIDGE REPAIRS
GREAT ISLAND ROAD CAUSEWAY BRIDGE
GREAT ISLAND HOMEOWNERS ASSOCIATION
1100 GREAT ISLAND ROAD, WEST YARMOUTH, MA
OCTOBER 20, 2025 SCALE: AS NOTED
PREPARED BY
CAPE COD ENGINEERING., INC.
ROBERT M. PERRY, PE
P.O. BOX 1517
EAST DENNIS, MA 02641
508-385-1445
Q'
SHEET 2
GENERAL NOTES
1. ELEVATIONS REFER TO MLW CONTACT CAPE COD ENGINEERING, INC. FOR
ADDITIONAL ELEVATION INFORMATION
2. PLAN REF —LCP 4075J; CHAPT 91 LICENSE PLAN NO. 15038;
3. THE BRIDGE SITE IS WITHIN FEMA FLOOD ZONE E ELEV. =13 ( LMWA).
4. ALL ACTIVITY TO REMOVE BITUMINOUS PAVEMENT SHALL BE RESTRICTED TO
THE EXISTING ROAD BED AND STONE FORTIFIED EMBANKMENTS.
5. DEBRIS SHALL BE CONTROLLED AND CONFINED FOR IMMEDIATE REMOVAL
FROM THE CAUSEWAY
6. A SYMBOLIC WORK LIMIT CONSITING OF STAKES AT 10 FT. SPACING SHALL BE
ESTABLISHED & MAINTAINED ALONG THE EMBANKMENT EDGES FOR WORK
ACTVITY CONTROL.
7. GROUTING OF SUBTERRANEAN VOIDS SHALL BE CONTROLLED WITH OBSERVED
INSTALLATION; ANY LOOSE GROUT SHALL BE COLLECTED AND REMOVED.
8. STEEL PLATE PLACEMENT SHALL BE EFFECTED AS WITH ALL WORK, FROM
THE ROADWAY AND EMBANKMENTS. CONFIRM EXISTING PLATE LOCATION AND
PROVIDE OVERLAP.
9. RE —PAVING SHALL REPLICATE THE LINES AND GRADES OF THE EXISTING
PAVMENT EXTENT.
10. BRIDGE PILING / BEAM SHIMS SHALL BE HAMMERED INTO PLACE BY HAND
TOOLS
11. DURING THE WORK INSPECTIONAL CHECKS SHALL ENSURE THAT NO
ACTIVITY AFFECTS THE ADJACENT SALT MARSH OR CREAK BOTTOM. UPON
COMPLETUION A FINAL INSPECTION SHALL BE MADE TO CLEAR ANY
REMAINING DEBRIS.
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PLAN SHOWING BRIDGE REPAIRS
GREAT ISLAND ROAD CAUSEWAY BRIDGE
GREAT ISLAND HOMEOWNERS ASSOCIATION
1100 GREAT ISLAND ROAD, WEST YARMOUTH, MA
OCTOBER 20, 2025 SCALE: AS NOTED
m
PREPARED BY
CAPE COD ENGINEERING., INC.
ROBERT M. PERRY, PE
P.O. BOX 1517
EAST DENNIS, MA 02641
508-385-1445
YARMOUTH, MA
SHEET 1