HomeMy WebLinkAbout83-1850 - Hydrographic Plan,G _
0p7_10.1.9 L
PL L /A[ G -
sulvPoRr6d
R"* /L /iv C.
STR/N4ER S
:.
2"X4 "w12"X v, p*,t crvP
T
-48" 36"
i1
K8" riz. r C, A "J .
Z�6 I 3T8 �r
*E 8aP I �p�U G � GR/JCE
I+
L
_�O _ �+\1 �..•_, - U r NO SIAL E�
hr
0. VI
O o
:__.-' r.._...—r�_ _-r _r--i✓.-r`=-�_
To E'er if'EC!'iv r"T.C'c�G TFL` T
2X4"IZA,4 W12"A-6'CA,0
Firv4
3 3"x!D" rrnrviceRS
/z'
F,
6j )
2
y i.oc
f r��.4 r'f'lt /lLff✓Cr- £-YJ3r. �.':�•,c•E r'CCE S_
1.
I
4.G�'� t�c'_its "•cam'' -.J C-. _ a �-�,rr �..?.�YJ�..J - • _ _ .
J
— oprrlyv: EYTErvd rr✓ppoRT-
P/L/rvG foR R/1/< PoST
A!/ 601 TS -57e`¢
it
ll
GENERAL NOTES
I. ELEVATIONS REFER TO ML W. AND ARE DETERMINED
FROM TFIE KNOWN ADJUSTMENT BETYEEN NGVD
ELEVATIONS AND MLW AT THE SPECIFIC LOCATION;
ALSO VERIFIED RY HIGH TO LOW SALT MARSH GRASS
TRANSITION; ALSO FIELD STUDIED USING TIDE
CHART DATA. CONTACT 771E ENGINEER FOR
FURTIIF.R BENCHMARK INFORMATION PRIOR TO
COMMENCING CONSTRUCTION
2. PLAN REFERENCE: LOT 2, LCP 9190 E; WATERWAYS
LICENCE PLAN 677, SEPT. 3,198,1
3. CONSTRUCTION ACCESS SHALL BE PRIMARILY DY
THE RR'ER WITLI LIMITED ACCESS DIRECTLY \'IA
THE HO.IIE DRIVEWAY AND LAWN AREA DIRECTLY
ADJACENT TO T14E WORK SITE.
4. EXCAVATION SHALL DE LIMITED TO THAT
NECESSARY FOR POST AND PILING REMOVAL AND
INSTALLATION. W11ERE NAVIGABLE WATER
ALLOWS, PILINGS SII.ALL BE FIAMNIFR DRIVEN.
MEYIDIUM PILING EMBEDMENT DEPTH SHALL BE 12
FF.
5. ALL DEMOLISION MATERIAL SHALL, BE DISPOSED OF
IN ACCORDANCE WITH APPLICABLE, SOLID WASTE
REGULATIONS.
6. ALL HARDWARE. USED FOR CONSTRUCTION SIIALI. RE
OF TIOT DIP GALVANIZED STEEL OR EQUAL.
7. ALI, FRAMING TIMBER USED SIIALI. TIE
CONSTRUCTION GRADE YFLLOW' PINI: OR STRENC7-H
EQUIVALENT WOOD OR COMPOSITE SUBJECT TO
ENGLNFLR'SAPPROVAL 14 001) TRF.AT,tl ENT SHALL
BF IN ACCORDANCE WITH YARMOU711
CONSERVATION COMMISSION GUIDELINES SPECIFIFD
IN TIIF. ORDER OF CONDITIONS FOR THE PRO.IECT.
& CONSTRUCTION, MATERIALS AND DEBRIS SHALL NOT
BE STORED OR DISCARDED ON THE BANK OR BF.ACIL
THE BEACH AND BUFFER ZONE SIIALI. P.F.
COMPLETELY CLEARED OF ANY DEBRIS ON A DAILY.
BASIS.
9. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR
THIS PROJECT BY THE YARMOUTH CONSERVATION
COMMISSION. USACE GENERAL PERMIT AND DFP
CIIAPT. 91 LICENSE FOR CONSTRUCTION SCHEDULE
AND ADDITIONAL GUIDELINES.
�I
y: � J it l� it I} I• I
60
rho
c- ,roc
IIYDROGRAPHIC PLAN SIIOWING PROPOSED
RE -CONSTRUCTION OF AN EXISTING
PILE - SUPPORTED PIER
AT
204 SOUTH STREET
SOUTH YARMOUTH, MA
ASSESSORS' MAP 3.1, PARCEL 304
I,
PREPARED FOR
�rnu.al(
Davi
i
r
1_
PREPARED BY
� 1 t 1
CAPE COD ENGINEERING, INC.
1
ROBERT AT. PERRY. PF
L� 1
P.O. BOX 1517
eea�n 1
EAST DEN -TS, !STA 02641
GENERAL NOTES
I. ELEVATIONS REFER TO ML W. AND ARE DETERMINED
FROM TFIE KNOWN ADJUSTMENT BETYEEN NGVD
ELEVATIONS AND MLW AT THE SPECIFIC LOCATION;
ALSO VERIFIED RY HIGH TO LOW SALT MARSH GRASS
TRANSITION; ALSO FIELD STUDIED USING TIDE
CHART DATA. CONTACT 771E ENGINEER FOR
FURTIIF.R BENCHMARK INFORMATION PRIOR TO
COMMENCING CONSTRUCTION
2. PLAN REFERENCE: LOT 2, LCP 9190 E; WATERWAYS
LICENCE PLAN 677, SEPT. 3,198,1
3. CONSTRUCTION ACCESS SHALL BE PRIMARILY DY
THE RR'ER WITLI LIMITED ACCESS DIRECTLY \'IA
THE HO.IIE DRIVEWAY AND LAWN AREA DIRECTLY
ADJACENT TO T14E WORK SITE.
4. EXCAVATION SHALL DE LIMITED TO THAT
NECESSARY FOR POST AND PILING REMOVAL AND
INSTALLATION. W11ERE NAVIGABLE WATER
ALLOWS, PILINGS SII.ALL BE FIAMNIFR DRIVEN.
MEYIDIUM PILING EMBEDMENT DEPTH SHALL BE 12
FF.
5. ALL DEMOLISION MATERIAL SHALL, BE DISPOSED OF
IN ACCORDANCE WITH APPLICABLE, SOLID WASTE
REGULATIONS.
6. ALL HARDWARE. USED FOR CONSTRUCTION SIIALI. RE
OF TIOT DIP GALVANIZED STEEL OR EQUAL.
7. ALI, FRAMING TIMBER USED SIIALI. TIE
CONSTRUCTION GRADE YFLLOW' PINI: OR STRENC7-H
EQUIVALENT WOOD OR COMPOSITE SUBJECT TO
ENGLNFLR'SAPPROVAL 14 001) TRF.AT,tl ENT SHALL
BF IN ACCORDANCE WITH YARMOU711
CONSERVATION COMMISSION GUIDELINES SPECIFIFD
IN TIIF. ORDER OF CONDITIONS FOR THE PRO.IECT.
& CONSTRUCTION, MATERIALS AND DEBRIS SHALL NOT
BE STORED OR DISCARDED ON THE BANK OR BF.ACIL
THE BEACH AND BUFFER ZONE SIIALI. P.F.
COMPLETELY CLEARED OF ANY DEBRIS ON A DAILY.
BASIS.
9. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR
THIS PROJECT BY THE YARMOUTH CONSERVATION
COMMISSION. USACE GENERAL PERMIT AND DFP
CIIAPT. 91 LICENSE FOR CONSTRUCTION SCHEDULE
AND ADDITIONAL GUIDELINES.
�I
y: � J it l� it I} I• I
60
rho
c- ,roc
IIYDROGRAPHIC PLAN SIIOWING PROPOSED
RE -CONSTRUCTION OF AN EXISTING
PILE - SUPPORTED PIER
AT
204 SOUTH STREET
SOUTH YARMOUTH, MA
ASSESSORS' MAP 3.1, PARCEL 304
PREPARED FOR
`-
JOHN REILLY, JR.
J�RT't.
NOWNIBER 21, 2003 SCAT.E - AS NOTED
PREPARED BY
PERRY
CAPE COD ENGINEERING, INC.
CNI 80 c
ROBERT AT. PERRY. PF
TEW�° iA
P.O. BOX 1517
+o At
EAST DEN -TS, !STA 02641
' TEl. - cOR-tSS-Ills