HomeMy WebLinkAbout83-1989 - Site Plan0020
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2' x 8' INNER WALE
10' ANCHOR
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PIUNG
OPTIONAL
HELICAL ANCHOR
25'
ANCHOR DISTANCE
MIN. 12'
WALL
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AND PILE CAP 100 YR
EL.= 6.02 2' STOCK � FLOOD F--6
1/2' CIA. BOLTS
< w/ NUTS, WASHERS
w
' FOR CAP
3- DIA. WASHER FOR
d
ANCHOR ROD
6' x 6' WALER
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MIN. 4• EMBEDMENT
SHEET WALL PROFILE
NO SCALE
CB FND
LEANING
to
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Ex.
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PLAN
20 10 0 20
1 inch = 20 fL
BENCHMARK: -
SPIKE SET IN �
GROUND
EL = 8.42
Q-
—; _ CONCRETE BLOCK WALL
AND REMAINS
cEE�k•
PILING
1 4' W/DC "471-E
T 3�FFEQ
r \ •ALdN2 7- of
CONCRETE BLOCK ,WALLS
I� .
's
\ NOTES:
1. ELEVATIONS REFER TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929 (NGVD 29).
2. FOR REFERENCE SEE:
LAND COURT PLAN 28477-B
CONSTRUCTION NOTES
1. ELEVATIONS REFER TO NGVD. FOR BENCHMARK USE THE SPIKE SET
AT ELEV. = 8.42 WHERE INDICATED. TRANSFER TO A STABLE POINT
PRIOR TO BEGINNING WORK. CONTACT CAPE COD ENGINEERING, INC.
FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
2. LOCUS: YARMOUTH ASSESSORS MAP 101, PARCEL 165
3. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON
THE SITE PLAN.
4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO
ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. THE SALT
MARSH AREA SHALL BE SAFEGUARDED AND PROTECTED FROM
ALTERATION. DEPLOY A STAKED, FABRIC SILT FENCE AS A WORK
LIMTT ALONG SEAWARD SIDE OF WALL.
5. ALL TIMBER USED FOR THE BULKHEAD SHALL BE IN ACCORDANCE
WITH YARMOUTH CONSERVATION REGULATIONS.
6. END JOINTS AND CORNERS SHALL BE LINED WITH A GEOTEXTH.E
WOVEN FILTER FABRIC WHERE ANY CUTS OR SPECIAL FITTING IS
REQUIRED, WHERE BUTTED AGAINST ADJACENT SHEETS.
7. HARDWARE SUCH AS NUTS, BOLTS, WASHERS, ANCHOR TIE RODS, NAILS
AND SPIKES SHALL BE HOT -DIP GALVANIZED STEEL.
8. ALL FILL. MATERIAL SHALL BE OF CLEAN COMPOSITION, FREE OF ANY
DEBRIS, ORGANICS OR FINE SOIL MATERIAL SUCH AS SILT OR CLAY.
9. ALL DEBRIS FROM CONSTRUCTION SHALL BE REMOVED FROM THE
SITE. CONCRETE BLOCKS AND OTHER UNSUITABLE RUBBLE OR DEBRIS
ENCOUNTERED SHALL BE TAKEN OFF THE SITE.
10. DISTURBED AREAS ABOVE THE BULKHEAD SHALL BE RESTORED TO A
STABLE CONDITION AS EXISTING WITH SUITABLE VEGETATIVE
COVER: AMERICAN BEACH GRASS, BAYBERRY AND RUGOSA ROSES.
11. ANCHORS SHALL BE CAPABLE OF DEVELOPING 6 KIPS OF RESISTANCE
TENSION A MINIMUM DISTANCE OF 12 FT. FROM THE WALL.
12. ALTERATIONS, CHANGES, VARIATIONS FROM THE PLAN SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
DEVIATION FROM THE PLAN SPECIFICATIONS.
INNER WALE
2'x8 2Eli• ? i -i¢ - ¢' o1�tir i3�FFE.� w.,l[ cqA
NAILED
CP3HTOPOGRAPHIC PLANHELICALCAL ANCHOR ANC
(SEE NOTES)
- - 5/8' BOLTS SHOWING
PROPOSED
CL4500 SHEET PILES m 5/8. BOLTS , MARINE BULKHEAD TO REPLACE EXISTING BLOC.
10 8' L MIO SPAN ®
ANCHOR AT
PILING
3/4' DIA. ANCHOR ROD 206 BLUE ROCK ROAD, SOUTH YARMOUTH, MA
- - - ASSESSORS MAP 101, PARCEL 165
12' MIN.
FFRRTTARY 4 2014 SCAT.F _ AS TTnTFD
SHEET WALL PLAN VIEW
NO SCALE
GRENIER.DWG
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1:0
•9
?,
n
VVVVVV
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o
✓
I
1 b• \
A4 OR
� •
1,'
PILING
TT
w�
Q-
—; _ CONCRETE BLOCK WALL
AND REMAINS
cEE�k•
PILING
1 4' W/DC "471-E
T 3�FFEQ
r \ •ALdN2 7- of
CONCRETE BLOCK ,WALLS
I� .
's
\ NOTES:
1. ELEVATIONS REFER TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929 (NGVD 29).
2. FOR REFERENCE SEE:
LAND COURT PLAN 28477-B
CONSTRUCTION NOTES
1. ELEVATIONS REFER TO NGVD. FOR BENCHMARK USE THE SPIKE SET
AT ELEV. = 8.42 WHERE INDICATED. TRANSFER TO A STABLE POINT
PRIOR TO BEGINNING WORK. CONTACT CAPE COD ENGINEERING, INC.
FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
2. LOCUS: YARMOUTH ASSESSORS MAP 101, PARCEL 165
3. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON
THE SITE PLAN.
4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO
ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. THE SALT
MARSH AREA SHALL BE SAFEGUARDED AND PROTECTED FROM
ALTERATION. DEPLOY A STAKED, FABRIC SILT FENCE AS A WORK
LIMTT ALONG SEAWARD SIDE OF WALL.
5. ALL TIMBER USED FOR THE BULKHEAD SHALL BE IN ACCORDANCE
WITH YARMOUTH CONSERVATION REGULATIONS.
6. END JOINTS AND CORNERS SHALL BE LINED WITH A GEOTEXTH.E
WOVEN FILTER FABRIC WHERE ANY CUTS OR SPECIAL FITTING IS
REQUIRED, WHERE BUTTED AGAINST ADJACENT SHEETS.
7. HARDWARE SUCH AS NUTS, BOLTS, WASHERS, ANCHOR TIE RODS, NAILS
AND SPIKES SHALL BE HOT -DIP GALVANIZED STEEL.
8. ALL FILL. MATERIAL SHALL BE OF CLEAN COMPOSITION, FREE OF ANY
DEBRIS, ORGANICS OR FINE SOIL MATERIAL SUCH AS SILT OR CLAY.
9. ALL DEBRIS FROM CONSTRUCTION SHALL BE REMOVED FROM THE
SITE. CONCRETE BLOCKS AND OTHER UNSUITABLE RUBBLE OR DEBRIS
ENCOUNTERED SHALL BE TAKEN OFF THE SITE.
10. DISTURBED AREAS ABOVE THE BULKHEAD SHALL BE RESTORED TO A
STABLE CONDITION AS EXISTING WITH SUITABLE VEGETATIVE
COVER: AMERICAN BEACH GRASS, BAYBERRY AND RUGOSA ROSES.
11. ANCHORS SHALL BE CAPABLE OF DEVELOPING 6 KIPS OF RESISTANCE
TENSION A MINIMUM DISTANCE OF 12 FT. FROM THE WALL.
12. ALTERATIONS, CHANGES, VARIATIONS FROM THE PLAN SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
DEVIATION FROM THE PLAN SPECIFICATIONS.
INNER WALE
2'x8 2Eli• ? i -i¢ - ¢' o1�tir i3�FFE.� w.,l[ cqA
NAILED
CP3HTOPOGRAPHIC PLANHELICALCAL ANCHOR ANC
(SEE NOTES)
- - 5/8' BOLTS SHOWING
PROPOSED
CL4500 SHEET PILES m 5/8. BOLTS , MARINE BULKHEAD TO REPLACE EXISTING BLOC.
10 8' L MIO SPAN ®
ANCHOR AT
PILING
3/4' DIA. ANCHOR ROD 206 BLUE ROCK ROAD, SOUTH YARMOUTH, MA
- - - ASSESSORS MAP 101, PARCEL 165
12' MIN.
FFRRTTARY 4 2014 SCAT.F _ AS TTnTFD
SHEET WALL PLAN VIEW
NO SCALE
GRENIER.DWG