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^/GENERAL NOTES 9. THE FLOAT SHALL BE REMOVED SEASONALLY AT AN • , 12.THE EXISTING PATII PORTION TO BE ABANDONED
I. DEED REFERENCE. BOOK 11111, PC. 123; ASSESSORS'. -OFFSITE LOCATION... - - - SHALL BE RESTORED WITH A DENSE (5 FT. CENTER
-. 10.CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT SPACING) NATIVE SHRUB COLLECTION: iNBE
KRRY,
MAP 119, PARCEL 32 . BE STORED OR DISCARDED ON THE BANK OR BEACH. SWEET PEPPERBUSH, SHADBUSII, 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
FGa/L7 HOUSE DECK ELEVATION 199 WHERE SHOWN. rLWORK LIMITS: A WORK LIMIT SILT FENCE (STRAY►'' SWITCH GRASS, SHEEP FESCUE OR LITTLE BLUE STEM.
S -0 STN 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
BE PRIMARILY BY THE RIVER WITH LIMITED ACCESS PACE TO THE OF THE CONSERVATION
J n�Nu/S' THIS PROJECT BY THE YARMOUTH CONSERVATION
e�
oDIRECTLY DOWN THE PATH TO THE WORK SITE. COMMISSION PR10R TO BEGINNING WORK ON THE
� - COMMISSION FOR CONSTRUCTION SCHEDULE AND
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4..EXCAVATION FOR THE POOL CREATION, SATIN 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 1,4
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 TIIE
MATERIAL FROM THE SITE. - BOATHOUSE FOUNDATION WORK AND SHALL REMAIN QL" ! ! i O/o T/C'rr : l-'? L /-•ti G /l,a 1 s 7 3/a SP,•7c
-C WHERE NAVIGABLE WATER ALLOWS, PILINGS SHALL IN PLACE UNTIL THE FOUNDATION HAS BEEN .. +1 I I
J GAY
- BE HAMMER DRIVEN. MINIMUM PIER PILING BACKFILLED. RUGOSAROSESINTHEBOATHOUSE g`� I r''1TS cR [isE Z• x6"GEcr,/frG
EMBEDMENT DEPTH SHALL BE 12 FT. VICINITY SHALL BE PRUNED TO ACCOMMODATE TIIE � 1 � - � !.'f.%/'.,; / ✓t ro✓ G. � �
' T 7-/>h,.,,�,.r.•s; Dflvll 6. ALL HARDWARE USED CONSTRUCTIONFOR SHALLBE WORK ACCESS -- - r-�r-,rt. „i'�r'. 'f-"-'
v\ _ OF HOT DIP GALVANIZED STEEL OR EQUAL.
i" 7. ALL TIMBER USED FOR THE PIER AND 6.4TI1 HOUSE
SUB -STRUCTURE SHALL BE CONSTRUCTION GRADE, \ 1 rRrN
LOC(/S r +f1P ZDOO�� YELLOWPLNE PRESSURE-TREATEDFORMARINEUSE ",\O ?GPOSEO LEACH/NG1 /p 3 "X 8` Y S / En,✓
TIMBER FOR STAIRS SHALL BE S.Y.P. PRESSURE - Cs! TCff „St' I r cn p " i
TREATED FOR •IN -GROUND' USE- ;
\ /' � E j ,?L> T/G+ /� 14r /? DECK /Z
S. THE WATER GENERATING FACILITIES INTHE B.ATNSE/T A h `(\ i _ro
T7 i�
HOUSE SHALL BE DIRECTED TO A SELF-CONTAINED/ E> /�]7 ,[ o w c.,,r
JOB -READY SEWAGE EJECTOR PACKAGE, CMV 1830, AS I /O ••�i %'L/f✓cr tT%°� f
MANUFACTURED BY 11tYER5- APLEX. I 10 AfYERs /� a /h' T I �l i r - - / —r ' - i ...........
PARKWAY. ASHLAND, OH 44805-1%9; 419-2896658. THE /T v ` \ } , i - / " ' I _ = _, \ \ - -'
2 INCH DIAMETER PRESSURE PIPE SHALL BE FIXED TO ! ! I I I
THE BUILDING FOUNDATION SUPPORT PRIOR TO GOING
UNDERGROUND TO THE SEPTIC T NIC ASSOCIATED 5 `S'-�\ I ' ir; Y t) 5/l/ T' I
WITH T .
HE SINGLE FAMI V , L 'C./
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SHOWING
PROPOSED SWIMMING POOL, BOATHOUSE / BATHHOUSE
RECONSTRUCTION AND PIER, RAMP AND FLOAT
AT
I BUTTERCUP LANE.
ASSESSORS MAP 119, IAT 32
PREPARED FOR
JOHN T. AND JANET CALLAHAN
t' h1ARCH15,Z001 SCALE -AS NOTED
PREPARED BY
CAPE COD EA'GINEERING, LNG
i, Fr c.- / .; s- ROBERT M. PERRY, P.E.
v- f' - G is r {� / ^.. ; - ^ 50 LELAND ROAD
BRER'STER, NIA 02631
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9.:TTIE FLOAT SHALL BE REMOVED SEASONALLY AT AN > ILTHE EXISTING PATH PORTION TO BE ABANDONED
GENERAL NOTES "
OFF-SITE LOCATION. `' -� ' ::SHALL BE RESTORED WTTH A DENSE (S FT. CENTER ' -
- - N '- , SPACIti NATIVE SHRUB N• -
' fi 11117 PG. 123; ASSESSORS .- , ,r10.00\STT2UCTI0\ MATERIALS A. •'D DEBRIS SHALL NOT - SPACING) TI C COLLECTION: I\LBERRY,
DEED REFERENCE: BOOK BE STORED OR DISCARDED ON THE BANK OR BEACH. SWEET PEPPERP.USH, SHADSL'SH, HIGHBUSli ' : • ' ' - " : d,
-- `
MAP 119, PARCEL 32 E BENCHMARK <T1iE PUFFER ZONE SMALL BE COMPLETELY CLEARED 'BLUEIIF,RRY. N. BAYBERRY, ETC. WITH A SEEDING - -•
• 2. ELEVATION'S REFER TO NGVD. SEE CHMARK ON - '_ OF ANY DEBRIS ON A DAILY BASIS.,,,, EFFORT WITH UPLAND NATIVE GRASS SEED SUCH AS -
ONA
CON POUND AT WATERS EDGE AND EXISTING... .
P d L L /J / S • P
HOUSE DECK ELEVATION 19.9 W7fERE SfiOWN. n:WORh LIMITS: A WORK LIMIT SILT FENCE ( STRAW SNITCH GRASS, SHEEP FESCUE OR LITTLE BLUE STEM.
} . > 13. RIFER TO ANT ORDER OF CONDITIONS ISSUEDFOR - -
' 3.�PffiR AND BOATHOUSE CONSTRUCTION SHALL ' 'BALES OR STAKED, W'OV£N FABRIC SHALL BE TS ,� -
D £NM/S IS PROJECT BY THF. YARMOUTH CONSERVATION
-
;, -'-:$E PRIMARILY BY THE RIVER WITH LI\fITEDACCESS -."PLACE TO THE SATISFACTION OF CONSERVATION `- -
' aa,/,ry,rr 10 DHLECTLS'DOWNTTIF.PATH TOTHE WORK SITE. ,.:COMMISSION PRIOR TO BEGINNING WORK ON THE, : - COMMISSION FOR CONSTRUCTIONSCHEDULEAND '
EXCAVATION FOR THE POOL. CREATION; BATH HOUSE PROPOSED SWIMMING POOL TT;E SILT FENCE SHALL ADDITIONAL GUIDELINES-
( FOUNDATION SHALL BE LIMITED TO THAT NECESSARY - - }
p. REMAIN IN PLACE UNTIL THE WORK AREA HAS BEEN _ _ _ _
:TCI INSTALL THE COMPONENTS AND PROPERLY GRADE' LANDSCAPED AND STABILIZED. A WOVEN FABRIC SILT ' "�' 4• " l'/L w� 2 "XG "
? _. -THE AREA, RE81OVE ALL UNUSED EXCAVATED _ FENCE SHALL BE PLACED TO CONTAIN THE
ILf.4TERIALFRO\f THE SITE. BOATHOUSE FOUNDATION WORK AND SIL4LL REMAIN : QZ` OPT/GAY: ✓C/a /(/,vG•. X't� a- " -
AA I L P S 7-
-S. i�a Sf�AGE ,
' 'S, W7;ERE NAFTGAPLE W'AT£R ALLOPILES STTALL - IN PLACE UNT IL TIIE FOUNDATION HAS BEEN -
L- I
- t GAY BE HAMMER DRIVEN.
btiS1MU?'.Lt PIER PILING BACL'FILLED. RUGOSA ROSES IS THE BOATHOUSE G1E 2 PSTS oR L/SE 2"xd"DECN,
EMBEDMENT DEPTH S1taT.1, BE L FL VICINITYSHALL BE PRUNED TO ACCOMMODATE THE ,4- J It� _ -_b ;i/,,,.>F,Q
ALL HARDWARE USED FOR COMiTRUCTION SHALLBE _ W'ORK ACCESS
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OFHOTDIPG4L\'A.\2T£DTELOR£QCAL. LlNY.TH
ALL TIMBER U'S£D FOR TILE PIER AND BATH HOOSE _
SUB -STRUCTURE SIL4LL BE CONSTRUCTION GRADE - \ .: { 2-x gyO.KFS
/Locus/ !h'P /"=2000/ YELLOW PI\T-.PRESSURE-TREATED FOR MARINE CSE/2CpGiE4 LEAC///NGV
P TIMBER FOR STAIRS SHALL BE S.YP. PRESSURE - C4 TCN�jAf/N (e' e X \ .
TREATEDFOR'IN-GROUND'USE. -) \ l7LT'/o AIFr? /7EeFr
k -8. THE WATER GENERATING FACILITIES IS TILE BATH Vf/L
HOUSE SHALL BE DIRECTED TO A SELF-CONTAINED./ 5 E T ,0 //'+O %, EL , f- .4 C W LSO - I. CF STR//v FR
I - JOS-READY SEWAGE EJECTOR PACKAGE, CMVI830, A5 ,� G"�T III
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YARNIOUTII, NIA
SI iO�V1NG
PROPOSED SWIMMING POOL,' BOATHOUSE / BATHIIOUSE
RECONSTRUCTION'AND PIER, RAMP AND.FLOAT I
AT
1 W TERCUT LANF,
y (r ASSESSORS' MAP 119, LOT 32
---r,. '•;,� FREPAREDFOR
K JOAN T. AND JANET CALLAHAN
� AiARCIl IS, 2001 SCALE - AS NOTED
PREPARED BY
C.4 PE COD ENGINEERING, INC
• �f)17 E� v/ . , / ROBERT M. PERRY, P.E.
S0 LELAND ROAD
• !� pI� DiI / I/E!V 9)' OAv(/r>E.YT ANO f.045 BREWSTER, AIA 02631 '
-- -__ -- _ - 508-8964861