HomeMy WebLinkAbout25 Nicholas Drive PlansTYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2 PIECES
3 PIECES
4 PIECES
2 PIECES
2"
2 ROWS OF IGD NAILS • 12" O.C.
2 ROWS OF 1/2" DIAM BOLTS • 12" O.C.
J-4' 2 ROWS OF 1/2" DIAM BOLTS • 12" O.C.
ilw
MULTI 3 1/2" BEAMS
4' 2 ROWS OF 1/2" DIAM BOLTS • 12. O.C.
BASEMENT NOTES:
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Em :
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WN
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On
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1
36" DIAM. CORRUGATED
n GALVANIZED STEEL
AREAWAY W/ GRAVEL
BED, TYPICAL.
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1
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m
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V
A
N
18'-O"
12
W/EXISTING
8'-1" 8'-0" 8'-1"
-
-
-- - - - - - --- ---- -
r '
I '
. . _ . —. — . _ . _ . — —
I
382x10 PT GIRT
OUTLINE OF DECK ABOVE
10" DIAMETER SONO -TUB_
ON BIGFOOT FOOTING. TTP.
I
2XIO ° 14" O.C. P T FRArr —moi
------------------------- A -------- d"-----------------
---------------------------------
-----------------------—
---------------------
1
I
1
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DRILL It GROUT a5 BARS
I
° 12" O.C. VERT IN TO
n
EXISTING FOUNDATION WALL
oU
TO TIE IN TO NEW WALL, TYP
DOUBLE JOISTS UNDER
i
i tL
-
SLAB ELEVATION IN
--
PORTION OF BASEMENT
F-'
n
TO BE 12" HIGHER THAN
ALL PARALLEL PARTITIONS
m
FULL BASEMENT TO
MAINTAIN SEPTIC SETBACK.
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EL. NOT TO GO BELOW 15.2'
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1
1
1
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—BP O --;--------BP ---- ----ILL
30I 3/4rX4 1/2" LVL GIRT
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--------------------- - - - - - - - - -
--- r ---------------- T ---__________—_
LINE OF ELEVATED SLAB SEPARATING
FULL BASEMENT FROM WE
SHORTENED
SHORTENED BASEMENT I
UNFINISHED
"
Jr
STOf�AGE
I
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N
O
DOUBLE JOISTS UNDER
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-
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ALL PARALLEL PARTITIONS
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CONTRACTOR SHALL ENSURE
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'
QL
'
STRUCTURAL INTEGRITY OF
-
EXISTING WALL AND TAKE
I t -d
CARE NOT TO UNDERMINE
EXISTING FOOTING.
I
°
REMOVE EXISTING WINDOW
-
i
DRILL t GROUT Its BARS
1
° 12" O.C. VERT IN TO
I'
EXISTING FOUNDATION WALL
I
TO TIE IN TO NEW WALL, TYP.
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I_______________________
-----------------------
---------------------------------------------------------------
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I. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 2°u5 TOP
t BOTTOM BARS, REST FOUNDATION ON 10"X20" STRIP FOOTING.
PROVIDE 38It5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY. PROVIDE Its VERT. DOWELS ° 24" O.C. HORIZ. EXTENDED
V—L" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"X12" ANCHOR
BOLTS ° 4'-0" O.C. MAX.
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONC. FILLED STEEL
COLUMNS TO EXTEND TO FOOTING BELOW.
FOOTINGS TO BE 34'XS4"XI2" SQUARE CONCRETE W/ 3945 BARS EACH WAY
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
S. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
G. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
1. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSU
INCORRECT. OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENT
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
I3
TYPICAL NOTES:
STRUCTIRAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION
WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND C04STRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRIPY OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS, PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJU5TMENT5
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK FROGRESSES.
INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES
W/ EXISTING. CONTRACTOR SHALL ADJUST TOP OF
FOUNDATION HEIGHT AS NECESSARY TO ACHIEVE DESIGN INTENT.
HATCHED AREAS INDICATE EXISTING CONDITIONS
ERTARcHffECTS, INC.
141 MAIN STREET, UNIT C
YARMO*PORT, MA 02675
TEL (5O"f79802 FAX (508) 392-5289
CLIENT'..
iM do )I F& DAN CAVANAUGH
25 NICHOLAS DRIVE
YARMOUTHPORT, MA
CONTRACTOR:
HODSDON CONSTRUCTI
YARMOUTPORT, MA
DATE ISSUED:
REVISIONS:
DECK 5/21/02
PERMIT SET
PROGRE S SET
PRICINET
PROGR�A SET
REGISTRATION
SCALE:
0 1 2 4 8
SHEET NO.
A�\RCHITECTURAL
//
\-0.0
FOUNDATION PLAN
TOTAL NUMBER OF SHI
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
8'-0"
----------------------------------
-
----------- ----------------------
. — . _ . _ . — . _ . i
392x10 PT GIRT
OUTLINE OF DECK ABOVE
10" DIAMETER SONO-LUBE
ON BIGFOOT FOOTING, TYP.
it OAA 1 2X10 16. O.C. F/14444/"
W/EXISTING
TYPICAL LVL/GLULAM BOLTING/NAILING v—.
MULTI 13/4" BEAMS ----------------------- -------------------------
O DRILL t GROUT tis BARS
2 IV '^ 1IN O.C. VERT IN TO
—�` EO m EXISTING FOUNDATION WALL
Ew v i i wU TO TIE IN TO NEW WALL. TYP.
u OL, j
3 PIECES 10-41 2 ROWS OF ILD NAILS 12" O.C. 0] i I a0 SLAB ELEVATION IN /
PORTION OF BASEMENT
TO 8E 12" HIGHER THAN /
Wm I I m FULL BASEMENT TO x/
--- -- �o n MAINTAIN SEPTIC SETBACK. � Om - i i \ £L. NOT TO GO BELOW 15.2'
F 1 I 1
== cc
--- gP---'------i--------BP ---- ----'4
4K 1
3 PIECES D,4" 2 ROWS OF 1/2' DIAM BOLTS 12" O.C. i i 301 3/4,X9 1/2" LVL GIRT
I 1 i-
1 I I
LINE OF ELEVATED BSEPARATING
FULL BASEMENT FROM -
34" DIAM. CORRUGATED i i SHORTENED BASEMENT
- n GALVANIZED STEEL 1 I
2' AREAWAY W/ GRAVEL-
-- --- -- ABED, -TYPICAL. I I UNFINISHED ,
STORAGE
4 PIECES 0-4' 2 ROWS OF 1/2' DIAM BOLTS • 12' O.C. 1 1 O DOUBLE JOISTS UNDER '
1° ALL PARALLEL PARTITIONS
n
�U CONTRACTOR SHALL ENSURE
r IL STRUCTURAL INTEGRITY OF
1 1 EXISTING WALL AND TAKE -►
~®
CARE NOT TO
UNDERMINE
EXISTING FOOTING.
MULTI 3 1/2" BEAMS
1 I fV i
I ii n
2 i i 6 REMOVE EXISTING WINDOW
DRILL t GROUT 05 BARS
1 ' ' 0 12" O.C. VERT IN TO
d EXISTING FOUNDATION WALL
2 PIECES 0-4' 2 ROWS OF 1/2' DIAM BOLT5 • 12' O.C. 1 1 TO TIE IN TO NEW WALL. TYP.
1 1 I /
L______________________ ________________________
I
- - I
----------------------------------------------------
o '
I
n I
------
BASEMENT NOTES:
I. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 2005 TOP
t BOTTOM BARS. REST FOUNDATION ON I0"X20' STRIP FOOTING.
PROVIDE 3005 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY. PROVIDE 05 VERT. DOWELS 9 24" O.C. HORIZ. EXTENDED
3'-4" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"42" ANCHOR
BOLTS 0 4'-0" O.C. MAX.
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONC. FILLED STEEL
COLUMNS TO EXTEND TO FOOTING BELOW,
FOOTINGS TO BE 34"X34"X12" SQUARE CONCRETE W/ 30U5 BARS EACH WAY.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
4. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
1. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING.
INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
Im
TYPICAL NOTES:
STRUC-URAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
CONTR4CTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
CONTR4CTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDI110NS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
OF AN' DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORIW4 ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRTY OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
COND1110NS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES
W/ EXISTING. CONTRACTOR SHALL ADJUST TOP OF
FOUNDATION HEIGHT AS NECESSARY TO ACHIEVE DESIGN INTENT.
HATCI-ED AREAS INDICATE EXISTING CONDITIONS.
I
-- ------------�--------- --
----- ----------------
v-----------------------------------------------
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E RTWHrr M, INC.
141 MAIN STREET, UNIT C
YARMO&PORT, MA 02675
TEL (50 ,69802 PAX (500) 382-5289
CLIENT:
YR do M DAN CAVANAUGH
25 NICHOLAS DRIVE
YARMOUTHPORT, MA
CONTRACTOR:
HODSDON CONSTRUCTION
YARMOUTPORT, MA
DATE ISSUED:
REVISIONS:
DECK 5/21/02
PERMIT SET
PROGR ', S SET
PRICIN ET
PROGR�S�; SET
REGISTRATION
SCALE: 1/4"-1'-0-
0 1 2 4 8
SHEET NO.
ARCHITECTURAL
A-O"O
FOUNDATION PLAN
TOTAL NUMBER OF SHI
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
z
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
Y
2 PIECES D-4' 2 ROWS OF IGD NAILS 12" O.C.
2"
3 PIECES 0-4' 2 ROWS OF 1/2' DIAM BOLTS • 12" O.C.
2'
4 PIECES
2 PIECES
2'
)-4' 2 ROWS OF 1/2' DIAM BOLTS • 12" O.C.
Y
MULTI 3 1/2" BEAMS
.4' 2 ROWS OF 1/2' DIAM BOLTS • 12' O.C.
BASEMENT NOTES:
m
I
V
O
I 34" DIAM. CORRtGATED
STEEL -
AREAWAY W/DG AVEL
BED. TYPICAL-
C4
YPICAL
r
1. MAIN FOUNDATION WALL5 TO BE 8" POURED CONC. W/ 2845 TOP
It BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING.
PROVIDE 3845 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY. PROVIDE 05 VERT. DOWELS a 24" O.C. HORIZ. EXTENDED
V-0 MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"XI2" ANCHOR
BOLTS 8 4'-0" O.C. MAX.
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONC. FILLED STEEL
COLUMNS TO EXTEND TO FOOTING BELOW.
FOOTINGS TO BE 36"X36"XI2" SQUARE CONCRETE W/ 3845 BARS EACH WAY.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM CJLUMN LINES.
S. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
4. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
1. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING,
INCORRECT. OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
8'-0"
---------- ------ ---------- 4 ----------------------------------- -,
I
.L._._ _._._ .L._._. -. -. -.Y - 1
382x10 PT GIRT
OUTLINE OF DECK ABOVE
I I
10' DIAMETER SONO TUBE
18'-O" ON 51GFOOT FOOTING, TYP.
I O
2X10 a 14" D.C. F IP A m;r= I P
I O
A
n
A.5
I
I
I
I
ALIGN W/EXISTING-
0
TYFICAL DOTES:
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSP5ECTION
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
OF ANY CESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECES5ARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES
W/ EXISTING. CONTRACTOR SHALL ADJUST TOP OF
FOUNDATION HEIGHT AS NECESSARY TO ACHIEVE DESIGN INTENT.
HATCHED AREAS INDICATE EXISTING CONDITIONS.
ERTAW=73, INC.
141 MAIN STREET, UNIT C
YARMO&PORT, MA 02675
TEL (50"69802 FAX (508) 382-5289
CLIENT:
MR do 10. DAN CAVANAUGH
25 NICHOLAS DRIVE
YARMOUTHPORT, MA
CONTRACTOR:
HODSDON CONSTRUCT]
YARMOUTPORT, MA
DATE ISSUED:
REVISIONS:
DECK 5/21/02
PERMIT SET
PROGRExSS SET
PRICIN ET
PROGR�A SET
REGISTRATION
SCALE- 1le-f-0'
eu.
0 1 2 4 8
SHEET NO.
ARCHITECTURAL
A-0,0
FOUNDATION PLAN
TOTAL NUMBER OF SHEETS
IN SET -
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
I
F -------------- -------
- -----------------------`--------- ---------------
r--- ------- - ----------------
-
I
---------------------------------- —
'
1
--------- --------------------- ----
--------------
I
I
'
I
I
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I
1 I
I
DRILL t GROUT 4S BARS
12" O.C. VERT IN TO
c'4 EXISTING FOUNDATION WALL
aa'O TO TIE IN TO NEW WALL. TYP. i
I
I
a0 SLAB ELEVATION IN
PORTION OF BASEMENT
~J TO BE 12" HIGHER THAN
I m FULL BASEMENT TO
MAINTAIN SEPTIC SETBACK.
I
r � EL. NOT TO GO BELOW 15.2'
/
i
I - --------
r , I
,
I
i 0 BP
381 3/4X9 1/2" LViL GIRT
I
r "
1 LINE OF ELEVATED SLAB SEPARATING
FULL BASEMENT FROM
'
I
I SHORTENED BASEMENT '
I
r
r I
I
1 I
I
UNFINISHED
STORAGE
I
r— II
I
i O DOUBLE JOISTS UNDER
I ALL PARALLEL PARTITIONS
N
CONTRACTOR SHALL ENSURE
I
I 0-6 STRUCTURAL INTEGRITY OF
I
EXISTING WALL AND TAKE
Hv CARE NOT TO UNDERMINE
I
I
I EXISTING FOOTING.
I
,
I
aLII
, REMOVE EXISTING WINDOW , �I
"
I
I
I
DRILL It GROUT 45 BARS
I
I 8 12' O.C. VERT IN TO
I
EXISTING FOUNDATION WALL
I
I TO TIE IN TO NEW WALL, TYP.
I
II-----------------------
------------------------
I
I I
I
' '
I
L________________________________________________________________________________
0
TYFICAL DOTES:
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSP5ECTION
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
OF ANY CESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECES5ARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES
W/ EXISTING. CONTRACTOR SHALL ADJUST TOP OF
FOUNDATION HEIGHT AS NECESSARY TO ACHIEVE DESIGN INTENT.
HATCHED AREAS INDICATE EXISTING CONDITIONS.
ERTAW=73, INC.
141 MAIN STREET, UNIT C
YARMO&PORT, MA 02675
TEL (50"69802 FAX (508) 382-5289
CLIENT:
MR do 10. DAN CAVANAUGH
25 NICHOLAS DRIVE
YARMOUTHPORT, MA
CONTRACTOR:
HODSDON CONSTRUCT]
YARMOUTPORT, MA
DATE ISSUED:
REVISIONS:
DECK 5/21/02
PERMIT SET
PROGRExSS SET
PRICIN ET
PROGR�A SET
REGISTRATION
SCALE- 1le-f-0'
eu.
0 1 2 4 8
SHEET NO.
ARCHITECTURAL
A-0,0
FOUNDATION PLAN
TOTAL NUMBER OF SHEETS
IN SET -
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
I;H
1
i 4
ET:7 IIB,N 21 h?; I� l �I
RECENED
SECOND FLOOR
FIRST FLOOR
FRONT ELEVATION
ALL EXTERIOR SIDING. TRIM DETAILS. AND
COLORS TO MATCH EXISTING.
ERTAMWECTS, VC.
141 MAIN STREET, UNIT C
YARMOUTHPORT, YA .02675
m (sm) 3z-spr VAX (gym) 3"-5m
wJVOUTH MWIN 7
0KH,
CLIENT:
Ifit & M. D01 CAMNAUGH
25 NICHOLAS DRIVE
YARMOUTHPORT, MA
NO FLOOR /1
CONTRACTOR
HO' 0€I CO MMON
YARMOUTPORT, MA
?ST.FLOOR
DATE ISSUED:
REMSIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
SECOND FLOORjp'a
REGISTRATION
'
P-. I�'�I�-
FIRST FLOO
1 2 4 E
SHEET NO.
ARMTECTURAL
-3.0
ELEVATIONS
TOTAL NUMBER 07 SHEETS
IN SET:
TH'S SHEET INVALID
II;�I ESS ACCO`!PAPI)E D BY
A WAPLETE SET OF
�#°0RKIN5 DI AWNGS
SECOND -FLOOR__ ._
FIRST FLOOR.-
SECOND FLOOR
FIRST FLOOR
FFONT ELEVATION
ALL EXTERIOR SIDING. TRIM DETAILS. AND
COLORS TO MATCH EXISTING.
LEFT ELEVATION
ALL EXTERIOR SIDING, TRIM DETAILS, AND -
COLORS TO MATCI4 EXI57ING.
. Ifo 4x.113
141 IfAIN STRE'E'T'; U"SIT C
2 °8",R 21 k' d 14
YARYOUTHPORT, RSA 02675
M (509) 342-£&32 FAX ) 342-5m*
RECL-11 EL
r--
A" r
VA V)j'y1 'jV'
CUEIa'T:
25 NICHOIAS DRIVE
YAR:HOUTHPORT, VA
- -- -- - SECOND FLOOR
Lj
1. "!
CONTRACTOR:
II
YARMOUTPORT, MA
I _
FIRST FLOOR
DATE ISSUED:
REVISIONS: —
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
- - - - - -- - - - - - SECOND FLOOR
REGISTRATION
SCALE: 1/40+•1'-C
FIRST FLOOR
--- --- - - - --- ---- - -- - --- - ---- - - 0 1 2 4 8
SHEET NO.
/ARCHITECTURAL
A-3.0
ELEVATIONS
TOTAL NUMBER OF SHEETS
IN ET
THIS SKEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
4'd0!?I{1TSG -E
T7
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2 PIECES
3 PIECES
I PIECES
2 PIECES
ICD NAILS n 12' O.C.
I/2" DIAM BOLTS 0 12' O.C.
1/2" DIAM BOLTS 9 12' O.C.
1/2" DIAM BOLTS 9 12' O.C.
f 1
,
CPO
ERTARCHI:
141 MAIN STREE'-
1011 111T, M
TEL (50¢36gj9802 FAX I
8'-I" LI 8'-O" 81-1" il
r--'------------- -------1----'--`---A —---------- -----------------------
� I
1 1
I
I
' OUTLINE OF DECK A.50VE
1 I
-
10" DIAMETER SONO -TUBE
1 ON BIGFOOT FOOTING, TYP.
1 �
1 I
2X10 0 IC O.C. P.T. FRAME -
1
I ,
,
A1
1
A.5
ALIGN W/EXISTING - -
I
i
I
------------------r----------- ---- -- — ------------------------------ --------------- -'----------
I
'------------------------------------------------ - I
I I '
O DRILL t GROUT US BARS
wa' 1 1 n 0 12" O.C. VERT IN TO ,
I
Fp l i i p EXISTING FOUNDATION WALL i
TO TIE IN TO NEW WALL, TYP-
a0': I
O
_ SLAB ELEVATION IN � I
p> PORTION OF BASEMENT
_ U� i ~ =° TO BE 12" HIGHER THAN /
WN I 1 �m FULL BASEMENT TO I
tl7r a— MAINTAIN SEPTIC SETBACK.
EL. NOT TO GQ BELOW 15.2'
1 I I
j
t I
---301 3/4.X9 1/2" LVL GIRT A----
LINE OF ELEVATED SLAB SEPARATING / j /%
p I I FULL BASEMENT FROM
I
1 ' ' SHORTENED BASEMENT
34 DIAM. CORRUGATED
L
n GVANIZED STEEL '` - - / '
A.EAWAY W/ GRAVEL
BED. TYPICAL. i UNFINISHED
I a STORAGE
1 i 1
O DOUBLE JOISTS UNDER
1 t ALL PARALLEL PARTITIONS
I
, I n
p
I
t wo CONTRACTOR SHALL ENSURE
(L -p STRUCTURAL INTEGRITY OF
q EXISTING WALL AND TAKE
N v CARE NOT TO UNDERMINE 1
\W EXISTING FOOTING.
/
/ / I
w REMOVE EXISTING WINDOW—
co
DRILL l GROUT tt5 BARS
0 12" O.C. VERT IN TO ;✓/ /� / 1
EXISTING FOUNDATION WALL- I
t I TO TIE IN TO NEW WALL, TYR
' I
--------------_________ ___________________,____ /---------------- ----- - -----
--------- ---J
I '
I
of
(V I
A
U
CLIENT:
MR k MRS. DAN CAVANAUGH
25 NICHOLAS DRIVE
YARMOUTHPORT, MA
CONTRACTOR:
HODSDON CONSfRUCTI
YARMOUTPORT, MA
DATE ISSUED:
REVISIONS: APR 6 2002
PERMIT SET APR 6 2002
PROGRESS SET
PRICING SET
PROGR�S% SET
REGISTRA
SCALE: 1/4"m1'-0' _
0 1 2 4 S
SHEET NO.
ARCHITECTURAL
14-0-0
FOUNDATION PLAN
TOTAL NUMBER OF SHI
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE CONIPLI-
ANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT"
COMPLIANCE•
DATE; -
BASE1"1ENT NOTES:
M
NOTES: I
TYPICAL OTES:
BUILDING OFFICIAL
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION
I. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 25tt5 TOP
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
t BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING.
WALL PLASTER BOARD/FINISH.
-
PROVIDE 30sS HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/
KEYWAY- PROVIDE tt5 VERT. DOWELS 0 24" O.C. HORIZ. EXTENDED
3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"X12" ANCHOR
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALLFILE
('�
'i
�COPT
BOLTS a 4'-0" O.C. MAX.
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
4 �9
NECESSARY TO INSURE SUCH PROTECTION.
2- ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONC. FILLED STEEL
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
-
COLUMNS TO EXTEND TO FOOTING BELOW.
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
FOOTINGS TO BE 3CX3V'X12" SQUARE CONCRETE W/ 3005 BARS EACH WAY.
OF ANY OESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL,
INTEGRITY OF EXISTING HOUSE.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
-
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
REQUIRED BY CODE !WINDOWS OR MECHANICAL)
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
L. CONTRAC70R SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN
INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES
4'-0" MINIMUM COVER.
W/ EXISTING. CONTRACTOR SHALL ADJUST TOP OF
'1. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING.
FOUNDATION HEIGHT AS NECESSARY TO ACHIEVE DESIGN INTENT.
INCORRECT. OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
HATCHED AREAS INDICATE EXISTING CONDITIONS.
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
U
CLIENT:
MR k MRS. DAN CAVANAUGH
25 NICHOLAS DRIVE
YARMOUTHPORT, MA
CONTRACTOR:
HODSDON CONSfRUCTI
YARMOUTPORT, MA
DATE ISSUED:
REVISIONS: APR 6 2002
PERMIT SET APR 6 2002
PROGRESS SET
PRICING SET
PROGR�S% SET
REGISTRA
SCALE: 1/4"m1'-0' _
0 1 2 4 S
SHEET NO.
ARCHITECTURAL
14-0-0
FOUNDATION PLAN
TOTAL NUMBER OF SHI
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
• ,/
TOV, G , IN MAIN STREET, UNIT C
YARMOUTHPORT, VA 02675
207 r, AR 21 F I MW Cm) w -sect FAx (sm) ars-vee
RELI~{v =l)
CLIENT.
} > DAt CA9A21AUGH
�- -- — - ;------- -- - - - -- - --- — ----- .�----- — 25 NICHOLAS DRIVE
r
!
FIRST
FLOOR
t --t
m
YARMOUTHPORT, MA
--- SECOND FLOOR
-- — --- - - - CONTRACTOR
ROD2014 COirS'i?UCT'ION
-- -- - - - - - YARMOUTPORT, MA
-- - - - -- - - ; FIRST FLOOP.
ja
.,a, -erase --- erw�eew.
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
_ SECOND FLOOR
REGISTRATION
SCALE: 1/$-1'-O"
4
;s
SHEET NO.
ARCHITECTURAL
ELEVATIONS
TOTAL NUMBER O)• SHEETS
IN 5.;:�AV V�
THIS SHEET INVALID
UNLESS ACCO"1,^G?'€£D BY
A COMPLETE SET O;=
WORKING D'R,AWN"GS �
I
SECOND _FLOOR
FIPST FLOOR_ --
REAR ELEVATION
ALL EXTEIZIOP S'D'NG, TRIM DETAILS. AND
COLCaS TO MACH EXISTING.
j
Nl.L!'Lt1u7s, J.
701 NAR 21 gi 141 MAIN STREET, (IMT C
YARMOUTITTORT, MA 02675
EC i.. I �;9G2-St'7v Pd% om w -52"8
7v
CLIENT:
01 Mr., DAN C011R IG
25 NICEOLAS DFJVE
YARM'OUTHpon, im
SECOND FLOOR
--� - - CONTRACTOR:
YARMOM PORT, MA
-_ _
---
F:P,ST FL00%' "
1,
i
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
- — — — — — -- -- — - — -SECOND FLOOR
REGISTRATION
SCALE; 1/4`-1'-0'
FIRST FLOOR-
- — -- - - - — - -- — 0 1 2 4 8
SHEET NO.
/ARCHITECTURAL
A -A4.0
ELEVATIONS
TOTAL NULL48ER OF SHEETS
IN r-�A03 q'�
THIS SHEET 'INVALID
_ - -
UNLESS ACCOMPANIED BY
A COMPLETE SE7 O'.
FIRST FLOOR
RIGHT ELEVA I ION
ALL EXTERIOR SIDING. TRIM DETA!LS, AND
COLORS TO MATCH EXISTING.
I
I
Nl.L!'Lt1u7s, J.
701 NAR 21 gi 141 MAIN STREET, (IMT C
YARMOUTITTORT, MA 02675
EC i.. I �;9G2-St'7v Pd% om w -52"8
7v
CLIENT:
01 Mr., DAN C011R IG
25 NICEOLAS DFJVE
YARM'OUTHpon, im
SECOND FLOOR
--� - - CONTRACTOR:
YARMOM PORT, MA
-_ _
---
F:P,ST FL00%' "
1,
i
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
- — — — — — -- -- — - — -SECOND FLOOR
REGISTRATION
SCALE; 1/4`-1'-0'
FIRST FLOOR-
- — -- - - - — - -- — 0 1 2 4 8
SHEET NO.
/ARCHITECTURAL
A -A4.0
ELEVATIONS
TOTAL NULL48ER OF SHEETS
IN r-�A03 q'�
THIS SHEET 'INVALID
_ - -
UNLESS ACCOMPANIED BY
A COMPLETE SE7 O'.
FIRST FLOOR
RIGHT ELEVA I ION
ALL EXTERIOR SIDING. TRIM DETA!LS, AND
COLORS TO MATCH EXISTING.
*r v.•..s..+z,
"�'���.�',.. , ,. _"Z!`. �'i'SR"9T. ri:..r.-..,ww.,x+�m.ra .vm�.>..�.•.w..•�.,..-.:
,,�`��.
V
'fig t
3 p
> t tr
�
t
'fig t
�
t
2,0
,
REF. 4fi%ob"�k
t ZONE ,
Ls
AS—BU1
PER SE
WILUAM
TOP FNDN EL. 82.1'
<—% SLOPE)
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
/�— ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST ! WITHIN 6' OF FIN, GRADE
EXISTING 1500
GALLON SEPTIC
TANK (H- 10 )
DEPTH OF FLOW = 4
TEE SIZES -
INLET DEPTH = 10
OUTLET DEPTH = 14'
FOUNDATION—
77.5'
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
MIN
( 1 % SLOPE)
--- SEPTIC TANK 9'
2% SLOPE REQUIRED OVER SYSTEM
PIPE LEVEL/ 2' DOUBLE WASHED
FIRST 2'
D' BOX
2'
J
3/4' TO 1 1/2' DOUBLE WASHED STONE
2'
LEACHING
FACILITY
1 V l u 1 l V LLi a_3 1J l I, 1 Y l.i
�NOTE: BASEMENT FLOOR ELEVATION OF PROPOSED ADDITION TO BE ABOVE ELEVATION
75.2' (WHICH IS INVERT INTO LEACHING FACILITY)
* APPROX. WATERLINE LOCATION ONLY. CALL WATER DEPT. PRIOR TO EXCAVATION FOR
MARK OUT
97-265
75.5'
7.5'
ELEV. 68.0' (BOT. TH)
TEST HOLE LOGS
ENGINEER: LOW AND WELLER
WITNESS: P. BRYANTON
DATE: 4/25/96
PERC. RATE = < 2 MIN/INCH
CLASS SOILS P#
ELEV.
n• 8010'
ASSESSORS MAP 143 PARCEL 1221
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 460/100
FLOOD ZONE: C
_.a
NO WATER
0
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
3"
DATUM IS APPROXIMATED FROM DENNIS QUAD
DESIGNI FLOW: 4 BETIR071MS ( 110 GPD) = 440 GPTI
a
E/A
USE A 440 GPD DESIGN FLOW
9„
LS
SEPTIC TANK: 440 GPD ( 2 > = 880
4.
B
�—
5.
LS
USE A 1500 GALLON SEPTIC TANK(EXIST)
47"
10YR 5/8
76.1'
C
2(40.5 + 9.83) 2 (.74) = 149
7.
MS
SIDES:
r--
2.5Y 6/8
BOTTOM: 40.5 x 9.83 (.74) = 294
44"
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC,
68.0'
ASSESSORS MAP 143 PARCEL 1221
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 460/100
FLOOD ZONE: C
_.a
NO WATER
ENCOUNTERED NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
) i.
DATUM IS APPROXIMATED FROM DENNIS QUAD
DESIGNI FLOW: 4 BETIR071MS ( 110 GPD) = 440 GPTI
a
pgl_r. tr*?nI_ 1,iATcR IS EXISTING
USE A 440 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
SEPTIC TANK: 440 GPD ( 2 > = 880
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
�—
5.
PIPE JOINTS TO BE MADE VATERTIGHT.
USE A 1500 GALLON SEPTIC TANK(EXIST)
6,
CONSTRUCTION kTATLS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
2(40.5 + 9.83) 2 (.74) = 149
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE'.
SIDES:
r--
USED FOR LOT LINE STAKING.
BOTTOM: 40.5 x 9.83 (.74) = 294
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC,
TOTAL: S99 S.F. 443 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE (6) HIGH CAPACITY INFILTRATORS WITH 3.5'
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
STOt E AT SIDES, 1.5' AT ENDS AND 14" UNDER
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
FoolPROPOSED CONTOUR
- — 100 —EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fn. $08 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 25 NICHOLAS DRIVE
IN THE TOV.,N OF:
a
{
YARMOUTH PORT
o
JJ
PREPARED FOR: DAN CAVANAUGH
C =
N
r—
r--
30 0 30 60
90`
.tJ
MA SCALE: 1" = 30' DATE: APRIL 18, 2001
REV. MARCH 1, 2002
i
ARNE
P.E., P.L.S. DATE
01-dto3�
AS -BUIL
PER SEF
WILLIAM;
TOP FNDN EL. 82.1' SYSTEM PROFILE
r ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
l_ I�—
EXISTING 1500
GALLON SEPTIC
--, TANK (H- 10 )
<—% SLOPE)
DEPTH OF FLOW = 4
TEE SIZES,
INLET DEPTH = 10'
OUTLET DEPTH = 14'
FOUNDATION --
19.4' RUN PIPE LEVEL
t7 / -FOR FIRST 2'
8.0'1 GA /I�7. ////j4,� 7
BFL 6' CRUSHED STONE
OR'MECHANICAL -
COMPACTION. (15.221 121)
MIN
(-'-/ SLOPE)
2' DOUBLE WASHED
TEST HOLE LOGS
ENGINEER: LOW AND WELLER
81.0t WITNESS: P. BRYANTON
DATE: 4/25/96
78.0PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
2' :'
ELEV.
c2i$ c0' 80.0'
75.5 _
3/4' TO 1 1/2' DOUBLE WASHED STONE 0
3„
---- SEPTIC TANK 9' D' BOX 2' LEACHING
FACILITY
1f A Vll WLn 1-1 ll L 1,.L vJ-
NOTE: BASEMENT FLOOR ELEVATION OF PROPOSED ADDITION TO BE ABOVE ELEVATION
75.2' (WHICH IS INVERT INTO LEACHING FACILITY)
* APPROX. WATERLINE LOCATION ONLY. CALL WATER DEPT. PRIOR TO EXCAVATION FOR
MARK OUT
E/A
7.5' 9„ LS
B
LS
ELEV. 68.0' (BOT. TH) 47„ 10YR 5/8 76 i
ra C
0 5�
p r� MS
o Q 2.5Y 6/8
"
144
68.0'
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPD
J E A 44C -P : : ETF; FLOW
;EPTIC TANK: 440 GPD ( 2 ) = 880
OSE A 1500 GALLON SEPTIC TANK(EXIST)
_EACHING:
SIDES: 2(40.5 + 9.83) 2 (.74) = 149
BOTTOM: 40.5 x 9.83 (74) = 294
TOTAL: 599 S.F. 443 GPD
USE (6) HIGH CAPACITY INFILTRATORS WITH 3.5'
STONE AT SIDES, 1.5' AT ENDS AND 14" UNDER
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
00 PROPOSED CONTOUR
100 — EXISTING CONTOUR
BOARD OF HEALTH
'APPROVED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, mot 02675
ASSESSORS MAP 143 PARCEL 122
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF, - 460/100
FLOOD ZONE: C
NOTES.
1. DATUM IS APPROXIMATED FROM DENNIS QUAD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER F'OOT,
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF 25 NICHOLAS DRIVE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: DAN CAVANAUGH
30 0 30 60 90
MA SCALE: 1 = 30' DATE: APRIL 18, 2001
REV. MARCH 1, 2002
ARNE
P.E., P.L.S. DATE
AS -BU
PER 51
WILLIAI
TOP FNDN EL. 82.1' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6 OF FIN. GRADE
(NOT TO SCALE)
/-- ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
81.Ot
n� RUN PIPE LEVEL 2' DOUBLE WASHED PEASTON6\
IL�_FOR FIRST 2'
EXISTING �- 78.0
GALLON SEPTIC 78,0:
TANK (H- 110 ) GAS %7. j' 0 77.5' 0 3.5' AT SIDES
BAFFLE 71,67' o000 1.5 AT ENDS
(_X SLOPE) 6' CRUSHED STONE OR MECHANICAL 2 5�
COMPACTION. (15.221 121) 80 035$ o25`b oa$$ 75.5'
DEPTH OF FLOW = '4 LAN $ o
TEE SIZES- (� 10' SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED ` TONE
INLET DEPTH = - -
OUTLET DEPTH = 14'
FOUNDATION— — SEPTIC TANK 9' D' BOX 2' LEACHING 7.5'
FACILITY
lYlunVLAJ ijill YG
NOTE: BASEMENT FLOOR ELEVATION OF PROPOSED ADDITION TO BE ABOVE ELEVATION
75.2' (WHICH IS INVERT INTO LEACHING FACILITY)
* APPROX. WATERLINE LOCATION ONLY. CALL WATER DEPT. PRIOR TO EXCAVATION FOR
MARK OUT
97-265
ELEV. 68.0' (BOT. TH)
u7n
�
o
0
0
NO�
- -
TEST HOLE LOGS
ENGINEER. LOW AND WELLER
WITNESS: P. BRYANTON
DATE• 4/25/96
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
ELEV.
0' 80.0'
3" 1
D
E/A
9.,
LS
B
LS
47" 10YR 5/8 76.1-
C
MS
2.5Y 6/8
144" I 168.0'
NOWATERENCOUNTERED
SE.OTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPD
U::_ A 440 hr.] DLSIGIJ LOO
SLE 'TIC TANK1440 GPD ( 2 ) = 880
U:�_ A 1500 GALLON SEPTIC TANK(EXIST)
LEACHING: '
SIDES2(40.5 + 9.83) 2 (.74) = 149
—
. 40.5 x 9.83 (.74) = 294
B'.]TTOM:
T]TAL• 599 S.F. 443 GPD
USE (6) HIGH CAPACITY INFILTRATORS WITH 3.5'
SICNE AT SIDES, 1.5' AT ENDS AND 14" UNDER
LL E
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
Fol PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4511
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 rain st. yarmouth, ma 02675
, MA
ASSESSORS MAP 143 PARCEL 122
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. — 460/100
FLOOD ZONE: C
NOTES
1. DATUM IS APPROXIMATED FROM DENNIS QUAD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PEP. rPOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H -1U
5, PIPE JOINTS TO BE MADE WATERTIGHT.
6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF 25 NICHOLAS DRIVE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: DAN CAVANAUGH
30 0 30 60 90
SCALE: 1" = 30' DATE: APRIL 18, 2001
REV. MARCH 1, 2002
ARNE
, P.E., P.L.S.
3�yA -�L -
DATE
SYSTEM PROFILE
TOP FNDN EL. 82.1' (NDT TO STALE)
ACCESS COVER TO WITHIN 6 OF FIN. GRADE
= ACCESS COVER (WATERTIGHT) TO
WITHIN 6' OF FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM
s 7 RUN PIPE LEVEL P' DOUBLE WASHED PEASTON6�
ttt111111 FOR FIRST 2'
EXISTING j,500
GALLON SEPTIC
TANK (H- 10 >
SLOPE)
DEPTH OF FLOW = 4'
TEE SIZES ,
INLET DEPTH = 10
OUTLET DEPTH a 14'
FOUNDATION -
LOT 20
40,952 s.f.
81.0±
78.0'±
GAS /7.5' Q 77.5'
BAFFL 77 67 t5
6' CRUSHED STONE OR MECHANICAL 2'
COMPACTION. (15.221 (21) 8Q $
MIN( -1-Y SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED S" ONE,/
2, LEACHING
SEPTIC TANK 9' D' BOX FACILITY
+87.6
o
0
87
84.4
+85.6 -
PAVED
+ DRIVEWAY
@91.18
0.6 0.4
Ory
+Ea.S i6 . /
+83.9
'9TH
GAR
CONC..
FNDN.
LOT 21
67.0
TEST HOLE LOGS
ENGINEER+ LOW AND WELLER
WITNESS: P. BRYANTON
DATEI 4/25/96
PERC, RATE _ < 2 MIN/INCH
CLASS SOILS P#
f �' ELEV.
p• 80.0'
75.5'
0
3"
7.5'
t
ELEV. 68.0' (BOT. TH)
E/A
91, LS
B
LS
47" 1OYR 5/8 76.1'
C
MS
144" 68.0'
ASSESSORS MAP 143 PARCLL I«
ZONING DISTRICT. R-40
YARD SETBACKS,
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 460/100
FLOOD ZONE, C
NO WATER ENCOUNTERED N❑TES'
SEPTIC DESIGN+ (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW, 4 BEDROCMS (-GPD) = 440 GPD
US A 440 GPD DESIGN FLOW
SE)TIC.TANK: 440 GPD ( 2 ) = 880
US: A j500 GALLON SEPTIC TANK(EXIST)
LE4CHING:
2(40.5 + 9.83) 2 (.74) = 149
SIDES:
'06 40.5 x 9.83 (.74) = 294
BETTOM,
0 TI:TAL:. 599 S,F, 443 GPD
% U';E (6) HIGH CAPACITY INFILTRATORS WITH 3.5'
9 -
853 545 F ST( NE AT SIDES, 1.5' AT ENDS AND 14" UNDER
1. DATUM IS APPROXIMATED FROM DENNIS QUAD
EXISTING
2. r1UIVll : 'AL 'WATER � -
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT,
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF 25 NICHOLAS DRIVE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: DAN CAVANAUGH
30 0 30 60 90
MA SCALE: 1" = 30' DATE: APRIL 18, 2001
REV. MARCH 1, 2002
>, DATE
U
6
e
T.O.F.
^�
300
= 82.1
r'
0
0.8
i
e
72,0 r
81.5
O '
W
^
r Q
O
L EAG E�
t 85.
•• PROP.
12 3
ADDN
2.1
AS -BUILT LOCATION OF SEPTIC SYSTEM AS
8
ss
M
100.0.
PROPOSED SPOT ELEVATION
PER SEPTIC INSPECTION REPORT BY TROY
WILLIAMS
546
l ��
100x0
EXISTING SPOT ELEVATION
79'5
0
1
11
_ 00
PROPOSED CONTOUR
LOT 19
,r w N
185.18
-- - 100 -
EXISTING CONTOUR
NICHOLAS
DRIVE
BOARD OF HEALTH
�NOTE: BASEMENT FLOOR ELEVATION
OF PROPOSED ADDITION
TO BE ABOVE ELEVATION
75.2' (YMICH IS INVERT INTO LEACHING
FACILITY)
APPROVED
DATE
-
off 508-362-4541
fox 508 362-9880
down cape engineering, inC.
*APPROX. WATERLINE LOCATION
ONLY. CALL WATER DEPT. PRIOR
TO EXCAVATION
FOR
CIVIL ENGINEERS
MARK OUT
LAND SURVEYORS
919 main
St. yarmouth, ma 02675
1. DATUM IS APPROXIMATED FROM DENNIS QUAD
EXISTING
2. r1UIVll : 'AL 'WATER � -
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT,
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF 25 NICHOLAS DRIVE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: DAN CAVANAUGH
30 0 30 60 90
MA SCALE: 1" = 30' DATE: APRIL 18, 2001
REV. MARCH 1, 2002
>, DATE
U
AS-BUIL
PER SEP
WILLIAM
TOP FNDN EL. 82.1'
C__% SLOPE)
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE
_ 2% SLOPE RERUIRED OVER SYSTEM
EXISTING 1500
GALLON SEPTIC
TANK (H- 10 )
DEPTH OF FLOW = 4'
TEE SIZES
INLET DEPTH
OUTLET DEPTH = 14'
FOUNDATION—
RUN PIPE LEVEL
/-FOR FIRST 2'
78.0't I`/
GAS % 77.5'
BAFFLE 77.s7'o0�
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
MIN
< 1 'L SLOPE)
SEPTIC TANK 9'
D' BOX
0
2' DOUBLE WASHED
01 nu
TEST HOLE LOGS
ENGINEER: LOW AND WELLER
WITNESS: P. BRYANTON
DATE: _ 4/25/96
PERC, RATE _ < 2 MIN/INCH
CLASS I SOILS P#
.%-.oi'� 000 0' ELEV.
80.0'
75.5' _
3/4' TO 1 1/2' DOUBLE WASHED STONE"t"
3„
0
LEACHINS 7.5'
FACILI T"
i I i v A 1 V L/!1 l_J lJ l b1 Y li
NOTE: BASEMENT FLOOR ELEVATION OF PROPOSED ADDITION TO BE ABOVE ELEVATION
75.2' (WHICH IS INVERT INTO LEACHING FACILITY)
* APPROX. WATERLINE LOCATION ONLY. CALL WATER DEPT. PRIOR TO EXCAVATION FOR
MARK OUT
97-265
ELEV. 68.0' (BOT. TH)
E/A
9„ LS
B
LS
47" 10YR 5/8 76.1'
C
MS
2.5Y 6/8
144" I 1680'
NO WATER ENCGUNTERED
SEPTIC DESIGN'- (GARBAGE DISPOSER IS NOT ALLOWED
^W- 4 BLD':pOMS ` 110 GOD) = A40 -PT)
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD ( 2 ) 880
USE A 1500 GALLON SEPTIC TANK(EXIST)
LEACHING
SIDES: 2(40.5 + 9.83) 2 (.74) = 149
BOTTOM: 40.5 x 9.83 (.74) = 294
TOTAL: 599 S,F, 443 GPA
USE (6) HIGH CAPACITY INFILTRATORS WITH 3.5'
STONE AT SIDES, 1.5' AT ENDS AND 14" UNDER
LEGEND
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVATION
00
PROPOSED CONTOUR
-- 100 —EXISTING
CONTOUR
BOARD OF HEALTH
DATE
APPROVED
off 500-362-.1591
fnx 500 362-9090
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main
st. yarmouth, ma 02675
MA
ASSESSORS MAP 143 PARCEL 122
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF, — 460/100
FLOOD ZONE: C
i
NATES;
1. DATUM IS APPROXIMATED FROM DENNIS QUAD
ev In,IrTo�.a L-�'�TE!? .c EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
5. PIPE JOINTS ' TO BE MADE WATERTIGHT.
6. CONSTRUCTION DEfP:ILS TO BE IN ACCORDANCE WITH MASS.'
ENVIRONMENTAL CODE TITLE V,
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH. i
TITLE S SITE PLAN
OF 25 NICHOLAS DRIVE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: DAN CAVANAUGH
30 0 30 60 90:
M
SCALE: 1„ = 30' DATE: APRIL 18, 2001,
REV. MARCH 1, 2002 `T-
i� r1
v�W
t`A ARNEOJALA St`yH
.263
I [
4 zsa
r F3,�� �13C
ARNE , P.E., P.L.S. DATE
07 -
04
a
AS -BUIL
PER SEF
WILLIAM:
TOP FNDN EL. 82.1'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST 1 WITHIN 6' OF FIN. GRADE
•,• EXISTING 1500
GALLON SEPTIC
TANK (H- 10 )
SLOPE)
DEPTH OF FLOW = 4
TEE SIZES -
INLET DEPTH = 10
OUTLET DEPTH = 14'
FOUNDATION -
79.4' rlF13R
RUN PIPE LEVEL
FIRST 2'
7B(Y
GAS f77 5'
BAFFL 77.s7'��ood
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 121)
MIN
( '/. SLOPE)
— SEPTIC TANK 9'
D' BOX
2% SLOPE REQUIRED OVER
2' DOUBLE WASHED
2'
$ oda
3/4' TO 1 1/2' DOUBLE WAtHED STONE
2'
A v A V i A kJ JJLl IJ "III l Y li
00 NOTE: BASEMENT FLOOR ELEVATION OF PROPOSED ADDITION TO BE ABOVE ELEVATION
75.2' (WHICH IS INVERT INTO LEACHING FACILITY)
* APPROX. WATERLINE LOCATION ONLY. CALL WATER DEPT. PRIOR TO EXCAVATION FO"
MARK OUT
6411 ���' ��� .• V :'-
97-265
LEACHING
FACILITY
8LOt
75.5'
7.5'
i
ELEV. 68.0' (80T. TH)
O
TEST HOLE LOGS
ENGINEER: LOW AND WELLER
WITNESS: P. BRYANTON
DATE: 4/75/96
PERC. RATE _ < 2 MIN/INCH
I
CLASS SOILS P#
ELEV.
o' 80.0'
3" [ 7
E/A
9, LS
B
LS
47" 10YR 5/8 76.1'
C
MS
2.5Y 6/8
144" L 68_0'
NO WATER ENCOUNTERED
;_F_PTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
I ESIGN FLOW:
lSEUF 7 MS (__LPD) = 44L GPD
USE A 440 GPD DESIGd FLOW
SEPTIC TANK: 440 GPD ( 2 ) = 880
USE A 1500 GALLON SEPTIC TANK(EXIST)
LEACHING:
SIDES: 200.5 + 9.83) 2 (.74) = 149
BOTTOM, 40.5 x 9.83 (.74) = 294
TOTAL: 599 S.F. 443 GPD
USE (6) HIGH CAPACITY INFILTRATORS WITH 3.5'
STONE AT SIDES, 1.5' AT ENDS AND 14" UNDER
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
F001PROPOSED CONTOUR
— 100 —EXISTING CONTOUR
BOARD OF HEALTH
ASSESSORS MAP 143 PARCEL 122
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. — 460/100
FLOOD ZONE: C
NOTES:
_) 1. DATUM IS APPROXIMATED FROM DENNIS QUAD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H -t0.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF 25 NICHOLAS DRIVE
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: DAN CAVANAUGH
30 0 30 60 90
APPROVED DATE , MA SCALE: 1 11 = 30' DATE: APRIL 18, 2001
REV, MARCH 1, 2002
off 508-362-4511
ff iox 508 362-9880
awn cape engineering, inc, tea" °F 4
ora` ARNE
CIVIL '1=NGINEERS H.OJALAH
LAND SURVEYORS yG 20 04;
in st, yarmouth, ma 02675 ! _3�Y�%
ARNE '' P.E., T.L.S. DATE