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FILE NAME:
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FOUNDATION PLAN
SCALES 1/4' = 1'-0'
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NEWT ENGLAND �
NEW ENGLAND DESIGN
P.O. BOX 311
W. BARNSTABLE, MA 02668
(508)362-9724
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NEWT ENGLAND �
NEW ENGLAND DESIGN
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(508)362-9724
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GENERAL NOTES 9. THE FLOAT SHALL BE REMOVED SEASONALLY AT AN 12.THE EXISTING PATH PORTION TO BE ABANDONED f
OFF-SITE LOCATION. - SHALL BE RESTORED WITH A DENSE (5 FT. CENTER
I4 1_: DEED REFERENCE: BOOK 11117, PG. 123; ASSESSORS' I O.CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT SPACING) NATIVE SHRUB COLLECTION: BNKBERRY,
MAP 119, PARCEL 32 BE STORED OR DISCARDED ON THE BANK OR BEACH. SWEET PEPPERBUSIL SHADBUSH, HIGHBUSH
2. ELEVATIONS REFER TO NGVD. SEE BENCHMARK ON - THE BUFFER ZONE SHALL BE COMPLETELY CLEARED BLUEBERRY, N. BAYBERRY, ETC. WITH A SEEDING
CONCRETE BOUND AT WATERS EDGE AND EXISTING OF ANY DEBRIS ON A DAILY BASIS - EFFORT WITH UPLAND NATIVE GRASS SEED SUCH AS
-HOUSE DECK ELEVATION 19.9 WHERE SHOWN. - I LWORK LIMITS: A WORK LIMIT SILT FENCE ( STRAW - SWITCH GRASS, SHEEP FESCUE OR LITTLE BLUE STEM.
3. PIER AND BOATHOUSE CONSTRUCTION ACCESS SHALL BALES OR STAKED, WOVEN FABRIC SHALL BE SET IN 13, REFER TO ANY ORDER OF CONDITIONS ISSUED FOR
S BE PRIMARILY BY T! IE RIVER WITH LIMITED ACCESS .PLACE TO THE SATISFACTION OF THE CONSERVATION TIHS PROJECT BY THE YARMOUTH CONSERVATION
DIRECTLY DOWN THE PATH TO THE WORK SITE COMMISSION PRIOR TO BEGINNING WORT: ONTHE COMMISSION FOR CONSTRUCTION SCHEDULE AND
4. EXCAVATION FOR THE POOLCREATION, BATH HOUSE PROPOSED SWIMMING POOL. THE SILT FENCE SHALL ADDITIONAL GUIDELINES
FOUNDATION SHALL BE LIMITED TO THAT NECESSARY REMAIN IN PLACE UNTIL THE WORK AREA HAS BEEN
TO INSTALL THE COMPONENTS AND PROPERLY GRADE LANDSCAPED AND STABILIZED. A WOVEN FABRIC SILT
THE AREA. REMOVE ALL UNUSED EXCAVATED FENCE SHALL BE PLACED TO CONTAIN THE
iMATERIAL FROM THE SITE - BOATHOUSE FOUNDATION WORK AND SHALL REMAIN
S. WHERE NAVIGABLE WATER ALLOW PILINGS SHALL 42- OP %-/- r•' = �� 1'�'G.
S. IN PLACE UNTIL THE FOUNDATION HAS - 8--'{ - r —Az
,is E
n y BE HAMMER DRIVEN, MINIMUM PIER PILING BAC[.TILLED. RUCOSA ROSES IN THE BOATHOUSE G rFg2 i P' 5
EMBEDMENT DEPTH SHALL BE 12 FT. VICINITY SHALL BE PRUNED TO ACCOMMODATE THE
6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE
OF WORK ACCESS
GALVANIZED R
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7, ALL TIMBER USED FOR THE PIER AND BATH HOUSE
y - SUB -STRUCTURE SHALL BE CONSTRUCTION GRADE, fA'
YELLOW PINE, PRESSURE • TREATED FOR MARINE USE.
TIMBER FOR STAIRS SI[ALL BES.Y.P.PRESSURE - CA TCN AS/IY x 7
TREATED FOR'1.'N-GROUND' USE \ 6 '
8. THE WATER GENERATING FACILITIES IN DIE BATH
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JOB- READY SEWAGE EJECTOR PACKAGE, CMV 1830, AS r �A� S ;^F sra//vGF NE/c,•,, /- --�_
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MANUFACTURED BY MYERS-APLEX, 1101 MYERS 7-
PARKWAY, ASHLAND, OH 44805 - 1%9; 419-289-6658. THE
2 INCH DIAMETER PRESSURE PIPE SHALL BE FIXED TOTHE BUILDING FOUNDATION SUPPORT PRIOR TO GOING
UNDERGROUND TO THE SEPTIC T NK ASSOCIATED
WITH THE SINGLE FAMI L
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SHOWING
PROPOSED SWIMMING POOL, BOATHOUSE / BATHHOUSE
RECONSTRUCTION AND PIER, RAMP AND FLOAT
AT
I I11=11CUP LANE
ASSESSORS' NIAP 119, LOT 32
PREPARED FOR
JOAN T. AND JANET CALLAHAN
MARCH 15, 2001 SCALE — AS NOTED
PREPARED BY
C14PE COD ENGINEERING, INC i
ROBERT M. PERRY, P.E.
50 LELAND ROAD
BREWSTER, NSA 02631
SOW-R9K-dR61
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