HomeMy WebLinkAbout83-2051 - Site Plan1 � .
1
USE 8"x 8" CCA PT TIMBER CAP
USE r REBAR CAGE WITH 1" MIN. CLEARANCE
FROM SURFACE OF CONCRETE PILE. \
USE HELICAL ANCHOR MADE BY
CHANCE OR SIMILAR. ANCHORS TO BE
MICROPILE ENCASED WITH GROUT AND
DEVELOP A MINIMUM HOLDING PRESSURE
OF 12 KIPS. ALL ANCHORS
TO BE HOT DIPPED GALVANIZED STEEL.
MICROPILE TO TRANSITION TO 16" DIA.
FORM AT GRADE.
USE 2"X 6" CCA
SILL PLATE USE J" MARINE PLYWOOD
/ O SUB—FLOOR
/ USE THRU BOLTS AT
2" OC WITH FULL 2""
WASHERS.
PILE SECTION VIEW N. T. S
USE 6"x 8" STEEL BRACKET
USE 2"X 6" CCA
SILL PLATE
SITE PLAN
I inch = 10 ft
IICF 9" Y R" CCA CTP1mrrPG fW
PLAN REFERENCES
ASSESSORS MAP 121, PARCEL 12
DEED BOOK 28446, PG 147
FLOOD NOTE.
FLOOD ZONE VE -14' NAVD88 AS SHOWN
ON FEMA FIRM PANEL #25001CO059J
REVISED JULY 16, 2014
DATUM NOTE:
ELEVATIONS SHOWN HEREON ARE BASED ON
NAVD88 DATUM
MLW = —2.38' NAVD88
MHW = 4.33' NAVD88
, �L:1;UM21i11263
1. ALL WORK TO BE PERFORMED IN ACCORDANCE
WITH THE PLANS, SPECIFICATIONS AND THE ORDER
OF CONDITIONS ISSUED BY THE YARMOUTH
CONSERVATION COMMISSION.
2. ACCESS TO BE FROM THE UPLAND . STAGING AREA FOR
MATERIALS TO BE IN THE DRIVEWAY, BACK YARD.
3. NO MACHINERY OR EQUIPMENT TO BOTTOM OUT ON THE
MARSH.
4. CONSTRUCTION MATERIALS TO BE APPROVED BY
ENGINEER PRIOR TO CONSTRUCTION.
5. DISTURBED AREAS TO BE REGRADED TO
MATCH PRE—CONSTRUCTION CONDITIONS.
6. ALL EQUIPMENT TO BE INSPECTED FOR LEAKS
PRIOR TO BEING ON SITE. A SPILL KIT WILL BE
ON HAND DURING CONSTRUCTION.
rnNICTRI IrTInM MnTC'c-
3E HOT DIPPED GALVANIZED STEEL
TED BY THE ENGINEER.
BE SOUTHERN YELLOW PINE OR
ENGINEER PRIOR TO INSTALLATION.
CCA OR APPROVED EQUAL DRIVEN
PPROVED BY THE ENGINEER PRIOR
)E 1 SOUTHERN YELLOW PINE.
S RESPONSIBLE FOR THE REMOVAL
R IS TO BE REPLACED AND ATTACHED
SPECIFIED BY THE ENGINEER.
)CATED WITHIN AN NHESP BOUNDARY
)T SUBJECT TO MESA REVIEW.
REVISIONS:
No. DATE
GENERAL NOTES:
HYDROGRAPIIER:
LAND & SEA ENGINEERING
ROY OKUROTrSK1
PO Box 2907.
Avon, Co 508-776-0956
TI TLE:
Mill Lane Boat Douse
Yarmouth,, MA
Foundation Repair
Permitting /Design Plan
PREPARED FOR:
Elizabeth Bishop
ala��� 121%Lot 12
Yarmouth, SIA
LEGEND
EXISTING
BOUND DATE: 1/20/2016
�e WOOD PILE COMP./DESIGN: ROY OKUROWSKI P.E.
---- FENCE CHECK: REO
TB_2 DRAWN: REO
® TEST BORING
SCALE: 1"=10' HOR
u MOORING
JOB NO.: Bishop
—10 — — CONTOUR 1 OF 1
x-3.4SPOT GRADE 10 5 0 10 20
0 0
0 0
0 0
0 0
10't O.C.
PILE SECTION VIEW N. T. S
USE 6"x 8" STEEL BRACKET
USE 2"X 6" CCA
SILL PLATE
SITE PLAN
I inch = 10 ft
IICF 9" Y R" CCA CTP1mrrPG fW
PLAN REFERENCES
ASSESSORS MAP 121, PARCEL 12
DEED BOOK 28446, PG 147
FLOOD NOTE.
FLOOD ZONE VE -14' NAVD88 AS SHOWN
ON FEMA FIRM PANEL #25001CO059J
REVISED JULY 16, 2014
DATUM NOTE:
ELEVATIONS SHOWN HEREON ARE BASED ON
NAVD88 DATUM
MLW = —2.38' NAVD88
MHW = 4.33' NAVD88
, �L:1;UM21i11263
1. ALL WORK TO BE PERFORMED IN ACCORDANCE
WITH THE PLANS, SPECIFICATIONS AND THE ORDER
OF CONDITIONS ISSUED BY THE YARMOUTH
CONSERVATION COMMISSION.
2. ACCESS TO BE FROM THE UPLAND . STAGING AREA FOR
MATERIALS TO BE IN THE DRIVEWAY, BACK YARD.
3. NO MACHINERY OR EQUIPMENT TO BOTTOM OUT ON THE
MARSH.
4. CONSTRUCTION MATERIALS TO BE APPROVED BY
ENGINEER PRIOR TO CONSTRUCTION.
5. DISTURBED AREAS TO BE REGRADED TO
MATCH PRE—CONSTRUCTION CONDITIONS.
6. ALL EQUIPMENT TO BE INSPECTED FOR LEAKS
PRIOR TO BEING ON SITE. A SPILL KIT WILL BE
ON HAND DURING CONSTRUCTION.
rnNICTRI IrTInM MnTC'c-
3E HOT DIPPED GALVANIZED STEEL
TED BY THE ENGINEER.
BE SOUTHERN YELLOW PINE OR
ENGINEER PRIOR TO INSTALLATION.
CCA OR APPROVED EQUAL DRIVEN
PPROVED BY THE ENGINEER PRIOR
)E 1 SOUTHERN YELLOW PINE.
S RESPONSIBLE FOR THE REMOVAL
R IS TO BE REPLACED AND ATTACHED
SPECIFIED BY THE ENGINEER.
)CATED WITHIN AN NHESP BOUNDARY
)T SUBJECT TO MESA REVIEW.
REVISIONS:
No. DATE
GENERAL NOTES:
HYDROGRAPIIER:
LAND & SEA ENGINEERING
ROY OKUROTrSK1
PO Box 2907.
Avon, Co 508-776-0956
TI TLE:
Mill Lane Boat Douse
Yarmouth,, MA
Foundation Repair
Permitting /Design Plan
PREPARED FOR:
Elizabeth Bishop
ala��� 121%Lot 12
Yarmouth, SIA
LEGEND
EXISTING
BOUND DATE: 1/20/2016
�e WOOD PILE COMP./DESIGN: ROY OKUROWSKI P.E.
---- FENCE CHECK: REO
TB_2 DRAWN: REO
® TEST BORING
SCALE: 1"=10' HOR
u MOORING
JOB NO.: Bishop
—10 — — CONTOUR 1 OF 1
x-3.4SPOT GRADE 10 5 0 10 20