HomeMy WebLinkAbout119.32 - Topographic Plan of Land (Copy 2)-- .'GENERAL NOTES OFFSITE LOCATION: -: SHALL BE RESTORED WITH A DENSE (5 FT. CENTER
a' IO.CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT SPACING) NATIVE SHRUB COLLECTION: INKBERRY,
- L DEED fiEFERENCE: BOOK Ill17, PG. 123; ASSESSORS' BE STORED OR DISCARDED ON THE BANK OR BEACH. :SWEET PEPPERBUSH, SHADBUSH, HIGHBUSH
EEE 119, ELEVATION'S
RE 32 ,.TINE BUFFER ZONE SHALL BE COMPLETELY CLEARED BLUEBERRY, N. P,AYBERRV, ETC. 47TH A SEEDING-
2.`ELEVATIONS REFER -TO NGVD. SEE BENCHMARK ON .
FCL L /N s Gc/.V p 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.
S Sa
7--W HOUSE
PIER AND BOATHOUSE CONSTRUCTION ACCESS SHALL • BALES OR STAKED, "WOVEN FABRIC SHALL BE SET IN 13. REFERTO ANY ORDER OF CONDITIONS ISSUED FOR -
/ D C ",V/ S , BE PRENARILY BY THE RIVER WITH LIMITED ACCESS . -PLACE TO THE SATISFACTION OF THE CONSERVATION THIS PROJECT BY THE YARMOUTH CONSERVATION
DIRECTLY DOW'THE PATH TO THE WORK SITE. : COMMISSION PRIOR TO BEGINNING WORK ON THE COMMISSION FOR CONSTRUCTION SCHEDULE AND
4. EXCAVATION FOR TETE POOL CREATION, BATH HOUSE -PROPOSED SWIMMING POOL TIIE SILT FENCE SHALL ADDITIONAL GUIDELINES'
FOUNDATION SHALL BE LIMITED TO THAT NECESSARY ..'REMAININ 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 -
.. MATERIAL FROM THE SITE. ' BOATHOUSE FOUNDATION WORK AND SHALL REMAIN
4: 4TtrRE NAVIGABI.F. W ATFR ALLOWS. PILINGS SHALL IN PLACE UN77L THE FOUNDATION HAS BEEN - -
8E HANMFR DPItT.N, I,iri'Ivfl iiPfFR PILING R.ACh'FILLED. RUGOSA ROSES IN THE BOATHOUSE
So c r/ FMBEDMFNT V1 rl ti SU IT,LOT I_'FI. - VICINITY SHALL BE PRUNED TO ACCOMMODATE THE
4. ALL HARDWARE USED FOR CO\4TRf't`t"MS.Slf$ILI,PF WORK ACCESS. : -
w{ •f -:e.,° �' OF HOT DIP GALVANIZED STEEL OR EOVAL
1 7TIMBER USED FOR THE PIER AND BATH HOUSE
ALL.
SLB -STRUCTURE SHALL BE CONSTRUCTION GRADE,
40 r- /'-7/9,p / =2000' YELLOWPINE,PRESSURE-TREATED FOR MARINE USE. Q/ZC/��3ED LEAC//i/rG� /o
TIMBER FOR STAIRS SHALL BESY.P.PRESSURE- CATG// r7t//Y G j�X?..SH /'/!/r,•G
TREATED FOR '(N -GROUND' USE.
8. THE WATER GENERATING FACILITIES INTUEBATH �•t/LfT STG��/E f//•,["p
HOUSE SHALL BE DIRECTED TO A SELFOM1TAINED,/ 5 E T .2 /ism. EG . R ,C 0 Vv -
JOB
JOB -READY SEWAGE EJECTOR PACKAGE CMV 1830, AS t, /
MANUFACTURED BY MYERS-APLM 1101 MYERS /JO/,Ov 7-
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YARMOUTH, MA
SHOWING
PROPOSED SWIMMING POOL, BOATHOUSE / BATHHOI
RECONSTRUCTION AND PIER, RAMP AND FLOAT
AT
'ALl", s+iw I BITTT�• ERCUP LANA,
ASSYNSORS' At.AP 119,1.01 32
m' PREPARED FOR
F JOHN T. AND JANET CAIA,AIIAN
CIV D1ARCii I5, 2001 SCALE - AS NOTED
�I FF7 r- I y 4 PREPARED BY
CA PE COD ENGINEF,RINC,INC
ROBERT Dt. PERRY, P.E.
7- 50LELANDROAD
r /9.0 /7/.//Flt114I' AAKl�+1Fil7- �//O G QAsvN BREWSTE 2631
501-8966-1861-4861 , sof