HomeMy WebLinkAbout0 Mill Lane Design PlanUSE 8"x B" CCA PT TIMBER C
USE j" REBAR CAGE WITH 1" MIN. CLE
FROM SURFACE OF CONCRETE PII
USE HELICAL ANCHOR
CHANCE OR SIMILAR. ANI
MICROPILE ENCASED WITH
DEVELOP A MINIMUM HOLDI
OF 12 KIPS. ALL AI
TO BE HOT DIPPED GALVA
MICROPILE TO TRANSITION
FORM AT GRAS
USE 2"X 6" CCA
PILE SECTION VIEW N. T. S.
7J" THRU BOLTS AT
OC WITH FULL 2"
WASHERS.
STEEL BRACKET
SITE PLAN
10 5 0 10 30 Md°°, ,,�,MA
1 inch = 10 ft.-
�i ^
rrf �
7
E.
KEY MAP
NO SCALE
USE 2"X 6" CCA
SILL PLATE
PROFILE VIEW DETAIL N.T.S.
.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
GENERAL NOTES:
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.
CONSTRUCTION NOTES:
1. ALL HARDWARE TO BE HOT DIPPED GALVANIZED STEEL
AND SHALL BE INSPECTED BY THE ENGINEER.
2. ALL TIMBER SHALL BE SOUTHERN YELLOW PINE OR
BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
3. ALL TIMBER TO BE CCA OR APPROVED EQUAL DRIVEN
TO CAPACITY TO BE APPROVED BY THE ENGINEER PRIOR
TO INSTALLATION.
4. BEAMS TO BE GRADE 1 SOUTHERN YELLOW PINE.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL
OF THE BUILDING.
6. THE FINISHED FLOOR IS TO BE REPLACED AND ATTACHED
TO THE BUILDING AS SPECIFIED BY THE ENGINEER.
7. THE SITE IS NOT LOCATED WITHIN AN NHESP BOUNDARY
AND IS THEREFORE NOT SUBJECT TO MESA REVIEW.
LEGEND
EXISTING
BOUND
® WOOD PILE
FENCE
TB -2
Q5 TEST BORING
O MOORING
--10-- CONTOUR
x-3.4 SPOT GRADE
REVISIONS:
No. DATE
GENERAL NOTES:
j
TOIN C 1°a4^, �aCUa'r3
REVIEWED FOR BUILDING AND ZONING CODE CO NTLI.
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT'
COMPLIANCE.
DATE: S—/C— 16;-
BUILDING OFFICIAL
FILE COPY
HYDROGRAPHER:
LAND & SEA ENGINEERING
ROY OKUROWSKI
PO Box 2907.
Avon, Co 508-776-0956
TI TLE:
Mill Lane Boat House
Yarmouth, MA
Foundation Repair
Permitting/Design Plan
PREPARED FOR:
Elizabeth Bishop
Map 121 / Lot 12
Yarmouth, MA
DATE: 1/20/2016
COMP./DESIGN: ROY OKUROWSKI P.E.
CHECK: REO
DRAWN: REO
SCALE: 1"=10' HOR
I JOB NO.: Bishop
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