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4 SCHEDULE 40 PVC MIN. SLOPE 1tFINISHED GRADE
OVER CHAMBERS 9.4 �.10.3i
TOP OF FOUNDATION 11.50� FINISH GRADE OVER D -BOX 10.3 t E "�
I
S
PROVIDE EXTENSION RISER FINISH GRADE OVER TANKEL.= SLOPE @ 2% MIN.
1. UNLESS OTHERWISE NOTED A
FINISHED GRADE WITH COVER OVER INLET & , REMOVABLE WATER TIGHT COVER OVER INSPECTION PORT WITH ACCESS BOX TO O ERWISE ALL SYSTEM COMPONENTS AND CONSTRUCTION
@ FOUNDATION =9.5'± OUTLET TO WITHIN 6 OF F.G. 10.5± METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
RISER TO WITHIN 6 OF FINISHED GRADE WITHIN 370F F.G. (SEE PLAN)
5 DIA. OUTLET(S) { M _ '^ _ CODE AND ANY APPLICABLE LOCAL RULES.
20" MIN. ACCESS9"MIN. (2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
PROP. 4"SCH. 44 COVER (3 TYP.) 367MAX. PROVIDE EQUALIZERS ° DESIGN ENGINEER.
PVC SEWER PIPE 9" MIN. ON EACH OUTLET (IYP.) "
N.
{ PROP. 4" SCH. 40
36" MAX. S 36" MIAX.. TOP OF SAS / B.O. _ $,41' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
E L = 23'± PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED.
„ 2" DROP MIN. „
I
MIN. SLOPE@ ,% 6" 3 n 9. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
i 3 DROP MAX. 3 MIN.SIOPE@ 1% L - Al4 t PROVIDE WATERTIGHT ELEVATION = 8.41' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
JOINTS TYP,40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
' 13" N 4" PVC IN FROM .> -� { 38' � Q 13" ,
t 5.85 14 SEPTIC TANK 4 PVC OUT TO (T P.), ,? THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
# 8.30 LEACHING FACILITY .0.59 7.13 (TYP)
5.` SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
8.55 12" 6" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL I
„ 8.22' 1 7 92'- 7.33' laid flat 2.875' (34.5")--�
48 OUTLET TEE MIN. 8.05 (-TYP.)
GAS BAFFLE 5.0' F 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
6" CRUSHED STONE (-1-yp) 5' MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
I OVER MECHANICALLY 14.38'
1 REQ'D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
23.4' TO FOUNDATION COMPACTED BASE 30.0' AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX +!
8. ELEVATIONS BASED ON NAVD 88 DATUM. BENCHMARK ELEVATION OF 8.68 ESTABLISHED ON
6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE E
OVER MECHANICALLY BASE.- FIRST TWO FEET OF OUTLET. GROUND WATER ELEV.= 2.33 A NAIL IN A UTILITY POLE AS SHOWN ON PLAN.
COMPACTED BASE LAID L bt 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
_ SEPTIC K PIPES TO BE LEVEL. � �I-IL�ER (PROFILE) CH�1��IBE� {Ei`,�C) VIE'�`V� ,
PROPOSED 1,500 GALLON CONCRETES P IC TAN i I i=THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
' ' '_ " '_ " Dimensions erW in (BY INFILTRATOR SY T� .,S, I, t 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLEAGENCIES. REPORT AN D
LENGTH 10-6 WIDTH 5 8 DEPTH �8 t p � CROSS SECTION VIEW
P casset MA _..,. I AG Y DISCREPANCIES
.-� , - , Precast Corp., o )- TO THE DESIGN ENGINEER.
`q P {(/ ��. }[� 4I qj � _ j#7 0 g \B30_1`<. _ i ,� � _ j(- . R t }+y} jj% ro , ) 4�„*y�j { j(� ��j i
y J i...... � \./ � 1 .p: � � � � � � „�.�.- �:..� 2 �. �;..:+ 'T -.,.. 1 .. .. . � ...- - .. ! } £ `8. R...iR i,�i 'l�' ! i 4f � �s l.� d � � . a � d #w' &w� i 3 � - �
D) { 10, ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOT TO SCALE NOT TO SCALE NOT TO SCALE i
f • v !a {{
„�.� „� ,._,_ -.�- { 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
IES ) I ,� I ,�- � REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PROPOSED
APPROPRIATE AUTHORITY.
1,500 Q
MAP 33 1,�0o GALLON - "� � � � : � .. • i � Q% . B
LOT 369 SEPTIC TANK INSPECTOR: Amy Vonhone 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
� i- rJ !<- , ' r fi • # { UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
PROPOSED 1G" Or;�, Y` , ,.--- lu M- •w EVALUATOR: John L. Churchill,
PE, CSE i
7I" ry 4", / 1 / I '. ' TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
DISTRIBUTION
•f
.. , , r t
f � . � � �, .� V....� C.S.E. APPROVAL DATE: Nov. 1997 �
BOX - - -`--" T 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. I
t
DAT a 7, 2017. ,
E: .Jun E
9x3 ° � ,
, S85 24 " TEST PIT #. 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE
c p 9x2 J% �� -- -- = `- _ 1 .---- I _ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
103.70 , - �, _ t! r ELEV TOP - 9.0 REPLACE ALL UNSUITABLE MATERIAL WITH N ARSE SAND FREE FROM Y l
_ O , L CLEAN CO E O CLAY,
PROPOSED Benchmark = 2.33' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
10.2' g o 1 ELEV WATER
INSPECTION PART fri TP 1 �- c Elev.
In 8. tti - ( _ t 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
.- ` � � OA.� � Elev. - 8.68 � -- \�' /' t : • PERC RATE -
,- L._it- SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
-, NAVD 88 � �` � �
PROPOSED TOTAL (30) 9x0 I :
ARC 36 LEACHING -
9x2 co / _ DEPTH OF PERC =
15. LLr. .'- ' !I 16. PROPOSED PROJECT IS LOCATED WITHIN:
9x1 , - 1 � � " �, � ,�
..
c
CHAMBERS IN A FIELD t- 1t \ \ \ { .- - ASSESSORS MAP. 33 PARCEL. 369.21L
:_ T--._ -�..; a � � '~i TEXTURAL CLASS. 1 ! ..�. �
CONFIGURATION .� �--. .� J LC)CUS .�.----�
' S� o,.� Loup Ae
I ', ti OWNER OF RECORD. _ e a S µI(1Y� n 0
,RES -� + .-�' �.. �� � 1
REMOVE AND REPLACE ml_..' _a
C, -� /1 I 1'� i J°
UNSUITABLE MATERIAL TO _ � Fol
A
.1
i
I*
! �\
"Coo SOILS WITH CLEAN n
30.0 \ / - ,,..--•--"'
COARSE SAND r,4I r -' { 6
y • E
LU
MAP 33 $ _-
ao - N T n
l :- CR - ) 'ive-in t _ r "--- s 30
( LOT 367 V c 8 / I 1 I r 3
I / 30.0' . } seater s ,
z
t i
y
801,
10.5
( 28' us � �
M �Cj w
\ 1 i 92„ LOCUS PLAN
�)- co
SCALE: 1" = 1000' i
0,.I i 120"
Loamy Sand
10Yr 3/2
Loamy Sand
10Yr 516
Fine -Medium
Sand
2.5Y 7/4
I' o tlin Q 80"
2.5Yr 5/8 -
Standin 92"
-1.00' I I - E G
50x0 EXISTING SPOT GRADE
! e-�- _,.
{ _�_
PROPOSED
t qty r..,ti2'`c.a=h,:,S r ,=ti,:.�.�F.i� � . I \: I 50 EXISTING CONTOUR I
MAP 33 -a
DWELLING 11,51 ? T , . ; 50 PROPOSED SPOT GRADE
LOT 368 TO = 11.5' I u� ( I
_J Ir s : SLAG 9.0' �� � e I _ = NUMBER OF BEDROOMS (DESIGN) 4 INSPECTOR: Amy Vonhone
50 PROPOSED CONTOUR
I DESIGN FLOW 110 GAUDAY/BEDROOM
--& 1 EVALUATOR: John L. Churchill, PE, CSE
C.S.E. APPROVAL DATE: Nov. 1997 . Uvinra r PROPOSED OVERHEAD UTILITIES
{ & Gr;!. TOTAL DESIGN FLOW 440 GALIDAY i
1 G" Cil ! W \ i• ' DESIGN FLOW x 200 %o = 880 GAL/DAY! DATE: June 7, 2017 V V PROPOSED WATER LINE
,. l _ ' i t
` t
l TEST PIT #: 2
-. r i4.. + USE PROPOSED 1,500 GALLON SEPTIC TANK j
tuELEV TOP = 9.20 TEST PIT LOCATION
i
39.2' 28 ELEV WATER = 2.20'
` .----, J
g � PROPOSED 1,50 GALLON SEPTIC TANK
10" C.",!.--. C' PERC RATE _
< 2 minlinch
-36.2
TMBERS
(SAS effect edea leaching area 431 sf > 4 0 sf mi required - SEE NOTE 2 BELOW) DEPTH OF PERC = 32"-50" PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
r MAP 33 / / w
# z i
r .w. / I I � Q PROPOSED DISTRIBUTION BOX
i• -
SYSTEM CAPACITY I! TEXTURAL CLASS: 1
o
12,662* S.F. ,_ /A.LOT 369.2 / ) S (TOTAL L.F. OF CHAMBERS) (4.8 SFILF) (0.74 GPD/SQ.FT.) = GPD PROPOSED ARC 36 LEACHING CHAMBER {
O w € (150') (4.8 SF/LF) (0.74 GAUSQ.FT.) = 532.8 GAL. LEACHING / DAY I
A
LLJ
8
!TOTALS: � "
TOTAL NUMBER OF CHAMBERS: ' 30
/ ( _ TOTAL NUMBER OF COUPLINGS: 0 ! B
1 ZONING SETBACKS _ j
1 TOTAL LEACHING AREA: 720.0 SQ -FT. i
I C, /7 - i 3 F,:E 1 j TOTAL LEACHING CAPACITY: 532.8 GAL./DAY „
C) b ! 30
. / c , o ` / 32"
oa ° / l Perc
Z \ { 50„
NOTES:
r / ! N88° 3T 10"W g6 11.) EFFECTIVE LEACHING AREA OF 4.80 SFIL.F OBTAINED FROM THE - I C
f DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
r 89.63 CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER
TECHNOLOGIES, LLC., DATE OF REVISION: FEBRUARY 19, 2015, „
MODIFIED JUNE 12,2015; TRANSMITTAL NUMBER = X264258.
NOTES: 2.) SAS DESIGNED IN ACCORDANCE WITH STANDARD CONDITIONS FOR 94.,
`ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE
? / 12,. €�Ir!"� s CERTIFICATION AND/OR APPROVED FOR REMEDIAL USE
{ \ , y Y� �� / \ t 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE i
C" F'l, !�i, 24 PI',:n 1 1 ? (REVISED: MARCH 20, 2015).
\ f OF EACH SEPTIC SYSTEM COMPONENT. { I 120"
Loamy Sand
10Yr 312
Loamy Sand
10Yr 516
Fine -Medium
Sand
2.5Y 7/4
Mottling84"
2.5Yr 518
Standing94" SZ
# Yarmouth Health Department WORK MUST CONFORM TO AL
8.53' PP12 ED TOWN BYL S & REGULATIONS
r ` YARMOUTH WATER DEPT DATE
+tame Date
i
6.70 1 7131/17 - SJI JLC ADD PROPOSED WATER LINE & MOVE DECK
6.53' ' REV DATE BY APP'D. DESCRIPTION
5.03' AA._ PROPOSED SITE PLAN
LZN OF
t � cti PREPARED FOR:
°'ILLAR SARAJON REALTY LLC
CtiUR C ILL JR. +�
2.20' "
LOCATED ATED AT
i
59 MELGO LANE I
t
1.37' S. YARMOUTH,MA 02664
SCALE: 1 INCH = 10 FT. DATE: JUNE 23, 2017
/` -� : xAt`' ,. �: j►. - -0.80 0 5 10 20 40 FEET
'� ` MOF �V
- 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF ��t c Esq I
i
- � Y � .. _ f�= .. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH
T I;LE= t.3, , Jam° l PREPARED BY:
TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL 3 RESERVED FOR BOARD OF HEALTH USE # U .++rc, s JC ENGINEERING INC.
-- - STENT WITH TEST PIT DATA. ! { '
BOARD OF HEALTH 1F SOILS ARE NOT CONST I � � �� .r�L� o 2854 CRANBERRY HIGHWAY
_--
g` ` MELGO LANE 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL Fs t
J CO (� UTILITIES (WHETHER SHOWN OR NOT SHOWN ON THIS PLAN) TO THE ' s, �s EAST WAREHAM, MA 02538
(PRIVATE WAY) SITE PLA 1 V
PROPOSED DWELLING AND OBTAIN ALL APPLICABLE PERMITS. 508.273.0377
SCALE: V= 10'
E
i i `� Drawn By: SJI } Designed By: SJI Checked By: JLC JOB No 3823
ADDRESS:
5 FOUNTAIN STREET
8.50'
MILFORD, MA 01757
1
I FEMA FLOOD ZONE
AE(EL.11)
6.50'
I COMMUNITY PANEL #
1
2501 C0589J (dated 7-16-2014)
17. DEED REFERENCE: BOOK 1283, PAGE 259
4
y
18. PLAN REFERENCE: PLAN BOOK
110, PAGE 53
I
ZONING DISTRICT: R-25
ZONING REQUIREMENTS
PROPOSED
I
MIN. FRONT YARD = 30'
36.2'
MIN. SIDE YARD =15'
35.7'
2.33'
MIN. REAR YARD = 20'
39.2'
MAX. LOT COV. (by stnictures) = 25%
9%
I MAX. LOT COV. (by structures/paving)
= 40% 14%
1.33'
MAX. BUILDING HEIGHT = 35'
< 35'
-1.00' I I - E G
50x0 EXISTING SPOT GRADE
! e-�- _,.
{ _�_
PROPOSED
t qty r..,ti2'`c.a=h,:,S r ,=ti,:.�.�F.i� � . I \: I 50 EXISTING CONTOUR I
MAP 33 -a
DWELLING 11,51 ? T , . ; 50 PROPOSED SPOT GRADE
LOT 368 TO = 11.5' I u� ( I
_J Ir s : SLAG 9.0' �� � e I _ = NUMBER OF BEDROOMS (DESIGN) 4 INSPECTOR: Amy Vonhone
50 PROPOSED CONTOUR
I DESIGN FLOW 110 GAUDAY/BEDROOM
--& 1 EVALUATOR: John L. Churchill, PE, CSE
C.S.E. APPROVAL DATE: Nov. 1997 . Uvinra r PROPOSED OVERHEAD UTILITIES
{ & Gr;!. TOTAL DESIGN FLOW 440 GALIDAY i
1 G" Cil ! W \ i• ' DESIGN FLOW x 200 %o = 880 GAL/DAY! DATE: June 7, 2017 V V PROPOSED WATER LINE
,. l _ ' i t
` t
l TEST PIT #: 2
-. r i4.. + USE PROPOSED 1,500 GALLON SEPTIC TANK j
tuELEV TOP = 9.20 TEST PIT LOCATION
i
39.2' 28 ELEV WATER = 2.20'
` .----, J
g � PROPOSED 1,50 GALLON SEPTIC TANK
10" C.",!.--. C' PERC RATE _
< 2 minlinch
-36.2
TMBERS
(SAS effect edea leaching area 431 sf > 4 0 sf mi required - SEE NOTE 2 BELOW) DEPTH OF PERC = 32"-50" PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
r MAP 33 / / w
# z i
r .w. / I I � Q PROPOSED DISTRIBUTION BOX
i• -
SYSTEM CAPACITY I! TEXTURAL CLASS: 1
o
12,662* S.F. ,_ /A.LOT 369.2 / ) S (TOTAL L.F. OF CHAMBERS) (4.8 SFILF) (0.74 GPD/SQ.FT.) = GPD PROPOSED ARC 36 LEACHING CHAMBER {
O w € (150') (4.8 SF/LF) (0.74 GAUSQ.FT.) = 532.8 GAL. LEACHING / DAY I
A
LLJ
8
!TOTALS: � "
TOTAL NUMBER OF CHAMBERS: ' 30
/ ( _ TOTAL NUMBER OF COUPLINGS: 0 ! B
1 ZONING SETBACKS _ j
1 TOTAL LEACHING AREA: 720.0 SQ -FT. i
I C, /7 - i 3 F,:E 1 j TOTAL LEACHING CAPACITY: 532.8 GAL./DAY „
C) b ! 30
. / c , o ` / 32"
oa ° / l Perc
Z \ { 50„
NOTES:
r / ! N88° 3T 10"W g6 11.) EFFECTIVE LEACHING AREA OF 4.80 SFIL.F OBTAINED FROM THE - I C
f DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
r 89.63 CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER
TECHNOLOGIES, LLC., DATE OF REVISION: FEBRUARY 19, 2015, „
MODIFIED JUNE 12,2015; TRANSMITTAL NUMBER = X264258.
NOTES: 2.) SAS DESIGNED IN ACCORDANCE WITH STANDARD CONDITIONS FOR 94.,
`ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE
? / 12,. €�Ir!"� s CERTIFICATION AND/OR APPROVED FOR REMEDIAL USE
{ \ , y Y� �� / \ t 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE i
C" F'l, !�i, 24 PI',:n 1 1 ? (REVISED: MARCH 20, 2015).
\ f OF EACH SEPTIC SYSTEM COMPONENT. { I 120"
Loamy Sand
10Yr 312
Loamy Sand
10Yr 516
Fine -Medium
Sand
2.5Y 7/4
Mottling84"
2.5Yr 518
Standing94" SZ
# Yarmouth Health Department WORK MUST CONFORM TO AL
8.53' PP12 ED TOWN BYL S & REGULATIONS
r ` YARMOUTH WATER DEPT DATE
+tame Date
i
6.70 1 7131/17 - SJI JLC ADD PROPOSED WATER LINE & MOVE DECK
6.53' ' REV DATE BY APP'D. DESCRIPTION
5.03' AA._ PROPOSED SITE PLAN
LZN OF
t � cti PREPARED FOR:
°'ILLAR SARAJON REALTY LLC
CtiUR C ILL JR. +�
2.20' "
LOCATED ATED AT
i
59 MELGO LANE I
t
1.37' S. YARMOUTH,MA 02664
SCALE: 1 INCH = 10 FT. DATE: JUNE 23, 2017
/` -� : xAt`' ,. �: j►. - -0.80 0 5 10 20 40 FEET
'� ` MOF �V
- 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF ��t c Esq I
i
- � Y � .. _ f�= .. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH
T I;LE= t.3, , Jam° l PREPARED BY:
TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL 3 RESERVED FOR BOARD OF HEALTH USE # U .++rc, s JC ENGINEERING INC.
-- - STENT WITH TEST PIT DATA. ! { '
BOARD OF HEALTH 1F SOILS ARE NOT CONST I � � �� .r�L� o 2854 CRANBERRY HIGHWAY
_--
g` ` MELGO LANE 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL Fs t
J CO (� UTILITIES (WHETHER SHOWN OR NOT SHOWN ON THIS PLAN) TO THE ' s, �s EAST WAREHAM, MA 02538
(PRIVATE WAY) SITE PLA 1 V
PROPOSED DWELLING AND OBTAIN ALL APPLICABLE PERMITS. 508.273.0377
SCALE: V= 10'
E
i i `� Drawn By: SJI } Designed By: SJI Checked By: JLC JOB No 3823
TOP OF FOUNDATION = 11.50'
PROVIDE EXTENSION RISER
FINISH GRADE OVER TANK EL.=
&
FINISHED GRADE WITH COVER OVER INLET ,
@ FOUNDATION =9.5'± OUTLET TO WITHIN 6" OF F.G. T_ 10.5'±
20" MIN. ACCESS 9"MIN. p
PROP. 4" SCH. 40 COVER (3 TYP.) 36"MAX.
PVC SEWER PIPE -A
PROP. 4" SCH. 40
+ PVC SEWER PIPE
L = 23 t 2" DROP MIN.
F
MIN SLOPE n 1% 6" 3" to3n ga
I,
4SCHEDULE 40 PVC MIN. SLOPE 1%
FINISH GRADE OVER D -BOX 10.3+t FINISHED GRADE OVER CHAMBERS= 9.4'- 10,3' G NIERA _ NOTES'
SLOPE @ 2% MIN.
REMOVABLE WATER TIGHT COVER OVER 1, UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
RISER TO WITHIN 6" OF FINISHED GRADE j INSPECTION PORT WITH ACCESS BOX TO METHODS SHALL BE IN ACCORDANCE WITH O TITLE 5 F THE STATE ENVIRONMENTAL
LAN)
T NT L
3 OF F.G. (SEEP
5 WITHIN DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
i PROVIDE EQUALIZERS DESIGN ENGINEER.
9"MIN. ON EACH OUTLET (TYP.) 9� MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
36' MAX. 36 MAX. TOP OF SAS ! B.O. = 8.4 ,
SYSTEM UNLESS OTHERWISE NOTED.
- i 4
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
3 DROP MAX. N. SLOPE 196 -' 4 ± PROVIDE WATERTIGHT ELEVATION = 8.41' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
/-
13" 4" PVC IN FROM r'' JOINTS P. 1. 8' Q 13" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
8.85 14" + SEPTIC TANK 4" PVC OUT TO (TYP.) ,? THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
8.30 LEACHING FACILITY 0,59' 7.13 (TYP)
q ,
f 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
I 8.55' + 12" 6" + „ l 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
" OUTLET TEE 8.22 MIN. 8.05 i 7.92 7.33 (laid flat) 2.875 (34.5 )� I
48 5.01
(�'P•) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE 6" CRUSHED STONE ;FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
i OVER MECHANICALLY (TYP.) 5' MtN. 14.38'
f ; REQ'0 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
I 23.4' TO FOUNDATION I COMPACTED BASE
' 30.0'
5 AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX
6" CRUSHED STONE I 8. ELEVATIONS BASED ON NAVD 88 DATUM. BENCHMARK ELEVATION OF 8.68 ESTABLISHED ON
I TO BE INSTALLED ON A LEVEL STABLE
OVER MECHANICALLY l BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 2.33 i A NAIL IN A UTILITY POLE AS SHOWN ON PLAN.
COMPACTED BASE ,r I I- i 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
1 500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. CHAMBERS (PROFILE) CI ArxlI��RS (END VIEW) PROPOSED r � INC)HROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
+ (Dimensions per Wiggin (BY INFILTRATOR, SY TEV/ , NC
LENGTH 0 -6 WIDTH 5 -8 DEPTH 5 -8 CROSS SECTION VIEW ! 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
_, . .�. Precast Corp., Pocasset, MA) . �. !^a g ,� I . ¢-, " TO THE DESIGN ENGINEER.
C , S t 1 I t a 4 6 s 8a ;, 5�J i s i 1 i i x i +I ,,e a ., _�s.�....,
I `+ i ANUI I t ! -" ` ' "�" ` " ' ' `i `"' g 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
.,. ,_� , rt I �..
NOT TO SCALE NOT TO SCALE ; NOT TO
SCALE
�t M. _._ ,
11. NO DETERMINATION HAS BEEN MADEAS TO COMPLIANCE WITH DEEDED OR ZONING
`-SI D,
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PROPOSED i >. _` 0� ,.._- . .. I
1 MAP 33 1 500 GALLON{'"'i i"' r _.; Q/I } t i 0 g i APPROPRIATE AUTHORITY.
, /
LOT 369 SEPTIC TANK "- jJ • r�1' !� _ t v • �. INSPECTOR: Amy Vonhone 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
' DA,KA > ) �`� , .� . I UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
a EVALUATOR, John L. Churchill, PE CSE i
( PROPOSED � " 0'.1 ,r : - e, � f t l ! 3 j ' TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
TRIr-L,�
i' , .S. E. APPROVAL DATE: I
1 DISTRIBUTION � r < , -- ,�-�� ,�,__� � r,/ , •,tn ,�: ��..._. ,- �% � .� ' _�.�.►%. C Nov. 1997 I
- BOX . ; ;'M '` , .1 T' I / , %� '� 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
y \ } June 7, 2017
x3,..f' �`�9x2' DATE. i
t a Y S85° 24'20"E, w ,
•;`- -' y TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
-.( `fir L
9x2' MATERIAL IN AREA BENEATH AND FOR 5 F'1". ON ALL SIDES OF LEACHING FACILITY.
0 103.70' ELEV TOP = 9.00'
p REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
PROPOSED % :: j ( Benchmark I y,a -."'` . ! I a�' ELEV WATER = 2.33' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
10.2' o --
INSPECTION PORT �-- r-9 0 ` Nail in UP
TP 1 " r- Elev. = 8.68' "�°"' . �,, f'"` �-- i PERC RATE _ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
� � � NAVD 88 � �� �- -- � ----- ; SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
L.
I PROPOSED TOTAL (30) 9x0-•.---.�„_„ = Cn DEPTH OF PERC =
g r ,n11 ---- - 16. PROPOSED PROJECT IS LOCATED WITHIN,
1 ARC 36 LEACHING 9x1' t a - i 15.1' U ; 6
ti i �Qv
CHAMBERS IN A FIELD 'a \ \ C7 "'' -'�i I j TEXTURAL CLASS: 1 ASSESSOR'S MAP: 33 PARCEL: 369.2
i �- --� _
I CONFIGURATION \ ` �,. \, J R n. n_ - ' ✓�� LOCUS �----= i I
\ \\ } I o ,•-'- , i OWNER OF RECORD: ESTATE OF LOUIS A. BONVINO
'"�- RESERVE I � �'' �.� .- � •�--,,,-- :� I ,
REMOVE AND REPLACE 1 / '$ / on o 0, q" ,
UNSUITABLE MATERIAL TO 1 I
I I`.
"C'SOILS WITH CLEAN , l ."� r "-' "
i 30.0 � � � I Ll � \'�-_.�..,•-.�-r � 6
\.
COARSE SAND r '�,----."" Q ,.
\ ... r-
'.. O s! � ...8' - / � '` . a �, Cry' (-" + i0 B
MAP 33
D o t \ v I ; I 30"
I LOT 367 o �9- / I .I e - n 't
---
I ea to r
o -co � `� y � t,J +
C15
IC
10" PINIE
,-, 10.5' I i
\ vo
2U to
oc
LOCUS PLAN s 1
1 W IA#r j
; O "-K� \ -`....'- W,! -----•--- � � SCALE: 1" =1000' 120„
Loamy Sand
10Yr 3/2
Loamy Sand
10Yr 5/6
Fine -Medium
Sand
2.5Y 7/4
Mottling 80" U
2.5Yr 5/8
Standing a 92"
#`57 , I ? 50x0' EXISTING SPOT GRADE
i. PROPOSED I I L..} I "_ 1 t. .aw 6-- �-_ a I
1 i'vim c f it'. C.), I.`'' ..i;>";..} -t.. _.,.� - I �_..} 1ES.,.d' 1', i � `' � E3 I D 4 d t , y
I 1
MAP 33-BEDRCOr,4
I � � 50 -- EXISTING CONTOUR
_ E-
° DV'JELLING Clw / I 50 PROPOSED SPOT GRADE
LOT 368 t TOF = 11,5'± 1 J I ; INSPECTOR: Amy Vonhone
/ SLAB = c,,0 �. + I / �� / ,fl ;NUMBER OF BEDROOMS (DESIGN) 4 i � r� 7 PROPOSED CONTOUR ,
w j l R EVALUATOR: John L. Churchill, PE, CSE I -��-
DESIGN FLOW 110 GAL/DAY/BEDROOM
1997 I
TOTAL DESIGN FLOW 440 GAL/DAY ; C.S.E. APPROVAL DATE: Nov. I D/o'0" PROPOSED OVERHEAD UTILITIES
• r „;
11" OA- - E June 7, 2017 i
( 41 O�:,r� p I ,- �4 Y E � I � � ;DESIGN FLOW x 200 %' 880 GAL/DAY I DATE: � V! V� PROPOSED WATER LINE �
_ / ' D'- �r I c ! TEST PIT #: 2
Y . I USE PROPOSED 1,500 GALLON SEPTIC TANK i
a
ELEV TOP = 9.20' i TEST PIT LOCATION
39.2' ' `-�. 28 I } ELEV WATER = 2.20' PROPOSED 1,500 GALLON SEPTIC TANK
r
.1 3 PERC RATE _ < 2 minlinc10001
h
} O 36.2' INSTALL 30 -ARC 36 LEACHING CHAMBERS - " PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
_ _
W (SAS effective leaching area 431 sf > 400 sf min. required - SEE NOTE 2 BELOW) $ DEPTH OF PERC 32%50"
MAP 33 I / A'` Z TEXTURAL CLASS: 1 CI PROPOSED DISTRIBUTION BOX
LOT 369.2 /
>0.
SYSTEM CAPACITY I
(TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPDISQ.FT.) = GPD j I PROPOSED ARC 36 LEACHING CHAMBER
{.. O a4rr, 12,6621 S.F. / I O w (150') (4.8 SF/LF) (0.74 GAL/SQ.FT.) = 532.8 GAL. LEACHING /DAY
Cn p 0" o,50,
/ I A
I / a TOTALS: $„
TOTAL NUMBER OF CHAMBERS: 30
i
ZONING SETBACKS TOTAL NUMBER OF COUPLINGS: 0 B
_ !
�/ TOTAL LEACHING AREA: 720.0 SQ.FT.
,7 PINIIE:I l TOTAL LEACHING CAPACITY: 532.8 GAL./DAY 30"
32„
0 0
t
C� °ca / � ,� � Perc o �/ I I
50"
Z loll.� \ l NOTES:
1.) EFFECTIVE LEACHING AREA OF 4.80 SFILF OBTAINED FROM THE C
N880 37'10"Wt DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
89.63' CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER
/ 3.. P l;:! E TECHNOLOGIES, LLC:, DATE OF REVISION: FEBRUARY 19, 2015, I 64'
MODIFIED JUNE 12,2015; TRANSMITTAL NUMBER - X264258.
;I
1 ' 2.) SAS DESIGNED IN ACCORDANCE WITH STANDARD CONDITIONS FOR 94„
.NOTES:
ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE
/ 2" P;N E CERTIFICATION AND/OR APPROVED FOR REMEDIAL USE
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE � i
24" P1'.- f 1 (REVISED: MARCH 20, 2015). 3
OF EACH SEPTIC SYSTEM COMPONENT. ! 120„
Loamy Sand
10Yr 3/2
Loamy Sand
10Yr 516
Fine -Medium
Sand
2.5Y 7/4
Mottling a 84"
2.5Yr 5/8 _
Standing ft 94"
8.53'
2 8/11/17 SJI JLC ADD STOOP & SHORTEN DRIVEWAY
6.70' € 1 7/31/17 SJI JLC ADD PROPOSED WATER LINE & MOVE DECK
6.53' ? REV. DATE BY APP'D. DESCRIPTION "
5.03' ? PROPOSED SITE PLAN
.-,HOF
PREPARED FOR:
o JOHN r` c !
CHURCHI JR. �^ SARAJON REALTY LLC
o CML
2.20,
I " NO.,tt LOCATED AT
, .. 1 57 MELGO LANE
1.37' v S. YARMOUTH, MA 02664
/ SCALE: 1 INCH = 10 FT. DATE: JUNE 23, 2017
. i -0.80' I L►�W 0 5 10 20 40 FEET
VERIFY SOIL CONDITIONS IN THE LOCATION OF
t1 ,� i,J�,ham--- �i J '`-' �` /--' •- 2.) CONTRACTOR SHALL VE
TREE/ THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH - _ a �_
4 r _ PREPARED BY:
` LIC -- TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL !Al. "�• JC ENGINEERING, INC.
- - - - r - - - - RESERVED FOR BOARD OF HEALTH USE ;
BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. JR -
•8_ f _ _ afi:,r 2854 CRANBERRY HIGHWAY
1 ` MELGO LANE 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL r ss isr /- EAST WAREHAM, MA 02538
(PRIVATE WAY) SITE PLAN UTILITIES (WHETHER SHOWN OR NOT SHOWN ON THIS PLAN) TO THE ° 'o
PROPOSED DWELLING AND OBTAIN ALL APPLICABLE PERMITS. I j I ► I 508.273.0377
SCALE: 1" = 10' } V Drawn By- SJI Designed By SJI s Checked By: JLC JOB No. 3823
ADDRESS:
5 FOUNTAIN STREET
8.50'
,
MILFORD, MA 01757
" FEMA FLOOD ZONE
AE(EL.11)
COMMUNITY PANEL #
25001 CO589J (dated 7-16-2014
)
6.50'
�
17, DEED REFERENCE: BOOK 1283, PAGE 259
18. PLAN REFERENCE:. PLAN BOOK 110, PAGE 53
ZONING DISTRICT: R-25
`
ZONING REQUIREMENTS
PROPOSED
( MIN. FRONT YARD = 30
MIN. SIDE YARD =15'
36.2
35.7'
2.33'
MIN. REAR YARD = 20'
39.2'
MAX. LOT COV. (by structures) = 25%
9%
10 � 1,
MAX. LOT COV. (by structures/paving)
= 40% 14%
1.33'
( MAX. BUILDING HEIGHT= 35'
< 35'
L.. E a,� -
� A ?ny
#`57 , I ? 50x0' EXISTING SPOT GRADE
i. PROPOSED I I L..} I "_ 1 t. .aw 6-- �-_ a I
1 i'vim c f it'. C.), I.`'' ..i;>";..} -t.. _.,.� - I �_..} 1ES.,.d' 1', i � `' � E3 I D 4 d t , y
I 1
MAP 33-BEDRCOr,4
I � � 50 -- EXISTING CONTOUR
_ E-
° DV'JELLING Clw / I 50 PROPOSED SPOT GRADE
LOT 368 t TOF = 11,5'± 1 J I ; INSPECTOR: Amy Vonhone
/ SLAB = c,,0 �. + I / �� / ,fl ;NUMBER OF BEDROOMS (DESIGN) 4 i � r� 7 PROPOSED CONTOUR ,
w j l R EVALUATOR: John L. Churchill, PE, CSE I -��-
DESIGN FLOW 110 GAL/DAY/BEDROOM
1997 I
TOTAL DESIGN FLOW 440 GAL/DAY ; C.S.E. APPROVAL DATE: Nov. I D/o'0" PROPOSED OVERHEAD UTILITIES
• r „;
11" OA- - E June 7, 2017 i
( 41 O�:,r� p I ,- �4 Y E � I � � ;DESIGN FLOW x 200 %' 880 GAL/DAY I DATE: � V! V� PROPOSED WATER LINE �
_ / ' D'- �r I c ! TEST PIT #: 2
Y . I USE PROPOSED 1,500 GALLON SEPTIC TANK i
a
ELEV TOP = 9.20' i TEST PIT LOCATION
39.2' ' `-�. 28 I } ELEV WATER = 2.20' PROPOSED 1,500 GALLON SEPTIC TANK
r
.1 3 PERC RATE _ < 2 minlinc10001
h
} O 36.2' INSTALL 30 -ARC 36 LEACHING CHAMBERS - " PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
_ _
W (SAS effective leaching area 431 sf > 400 sf min. required - SEE NOTE 2 BELOW) $ DEPTH OF PERC 32%50"
MAP 33 I / A'` Z TEXTURAL CLASS: 1 CI PROPOSED DISTRIBUTION BOX
LOT 369.2 /
>0.
SYSTEM CAPACITY I
(TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPDISQ.FT.) = GPD j I PROPOSED ARC 36 LEACHING CHAMBER
{.. O a4rr, 12,6621 S.F. / I O w (150') (4.8 SF/LF) (0.74 GAL/SQ.FT.) = 532.8 GAL. LEACHING /DAY
Cn p 0" o,50,
/ I A
I / a TOTALS: $„
TOTAL NUMBER OF CHAMBERS: 30
i
ZONING SETBACKS TOTAL NUMBER OF COUPLINGS: 0 B
_ !
�/ TOTAL LEACHING AREA: 720.0 SQ.FT.
,7 PINIIE:I l TOTAL LEACHING CAPACITY: 532.8 GAL./DAY 30"
32„
0 0
t
C� °ca / � ,� � Perc o �/ I I
50"
Z loll.� \ l NOTES:
1.) EFFECTIVE LEACHING AREA OF 4.80 SFILF OBTAINED FROM THE C
N880 37'10"Wt DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
89.63' CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER
/ 3.. P l;:! E TECHNOLOGIES, LLC:, DATE OF REVISION: FEBRUARY 19, 2015, I 64'
MODIFIED JUNE 12,2015; TRANSMITTAL NUMBER - X264258.
;I
1 ' 2.) SAS DESIGNED IN ACCORDANCE WITH STANDARD CONDITIONS FOR 94„
.NOTES:
ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE
/ 2" P;N E CERTIFICATION AND/OR APPROVED FOR REMEDIAL USE
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE � i
24" P1'.- f 1 (REVISED: MARCH 20, 2015). 3
OF EACH SEPTIC SYSTEM COMPONENT. ! 120„
Loamy Sand
10Yr 3/2
Loamy Sand
10Yr 516
Fine -Medium
Sand
2.5Y 7/4
Mottling a 84"
2.5Yr 5/8 _
Standing ft 94"
8.53'
2 8/11/17 SJI JLC ADD STOOP & SHORTEN DRIVEWAY
6.70' € 1 7/31/17 SJI JLC ADD PROPOSED WATER LINE & MOVE DECK
6.53' ? REV. DATE BY APP'D. DESCRIPTION "
5.03' ? PROPOSED SITE PLAN
.-,HOF
PREPARED FOR:
o JOHN r` c !
CHURCHI JR. �^ SARAJON REALTY LLC
o CML
2.20,
I " NO.,tt LOCATED AT
, .. 1 57 MELGO LANE
1.37' v S. YARMOUTH, MA 02664
/ SCALE: 1 INCH = 10 FT. DATE: JUNE 23, 2017
. i -0.80' I L►�W 0 5 10 20 40 FEET
VERIFY SOIL CONDITIONS IN THE LOCATION OF
t1 ,� i,J�,ham--- �i J '`-' �` /--' •- 2.) CONTRACTOR SHALL VE
TREE/ THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH - _ a �_
4 r _ PREPARED BY:
` LIC -- TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL !Al. "�• JC ENGINEERING, INC.
- - - - r - - - - RESERVED FOR BOARD OF HEALTH USE ;
BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. JR -
•8_ f _ _ afi:,r 2854 CRANBERRY HIGHWAY
1 ` MELGO LANE 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL r ss isr /- EAST WAREHAM, MA 02538
(PRIVATE WAY) SITE PLAN UTILITIES (WHETHER SHOWN OR NOT SHOWN ON THIS PLAN) TO THE ° 'o
PROPOSED DWELLING AND OBTAIN ALL APPLICABLE PERMITS. I j I ► I 508.273.0377
SCALE: 1" = 10' } V Drawn By- SJI Designed By SJI s Checked By: JLC JOB No. 3823
ftp P s3 a"
,
If
"
f0,600 p1r
VV
20 �� ----
10
o; o
p sty 6 c5
9290
11, 400 t �' o
2
c Cm o C
0 7
SS �03•1 a:Y
9046- t
C)
W
QQ
2
-- Qp5
2. 760a
14. �
4. ae
Ar
Sha Z3a,8 Z°�
S J
060,
0 r }
113
ass 9
00 8 9/6 � \
10, 930 o
Anqus �, �, 585.2 20 3
ed Mme, 106.1. i
�°y F r Int _ o x'20
w SPS'°ne rn 5 85 2 7
—'"9 10 Cp
10
.100
N 85 , o' 00 9212/01 450
t
_ N f 09.9 cedar
m 30.00
o
N _ 50
0 2.
1
_ �r g
cedar U r 2
Stake .
2,00 = .,:►- _,
C. ��er S
p F� U8 D / V/ S/ ON OF L 4 IUD
' �th`'r� 11,622
� A L.C. I
�
y50UTH YAPMOUTHO
PROPERTY or
_CJORHA Alf OrT "T
9C-7 bnch/Lay `%¢
C -vi / /
9S3
q n ers
Cr=NTERVI LLE,
i
I�
(Typ) �I i
BOTTOM FOOTING ELEVATION 4.83'
FRONT ELEVATION
SCALE 1/4'=1P -0,f
NAIL
6" EDGE NAILING, 12'* FIELD NAILING
BOTTOM PLATE TO FRAME (16d) 0 3/FT.
TOP SPLICE LENGTH = 6'
20 (16d) NAILS EACH SIDE OF SPLICE
CONTINUOUS RIDGE VENT
I I f I (TYP)
I I I I I( I!
CONTRCTOR SHALL I ! I I I
MAINTAIN 48" MINIMUM
FROST PROTECTION (TYP.) 12" SONOTUSE (TYP.) �/ U
E�IN
OTTOM FOOTING ELEVATION = 4.83'_- - ' � �...
L_ ._ _ ._ _.._ J _ _ _ - I - _ - -- _ _
24" BIGFOOT
SONOTUBE (TYP.)
REAR ELEVATION
SCALE: 1/4"=1,_0"
NAIL REO.
6" EDGE NAILING, 12" FIELD NAILING
BOTTOM PLATE. TO FRAME (16d) @ 3/FT:
TOP SPLICE LENCTH = 6'
20 (16d) NAILS EACH SIDE OF SPLICE
I`
FIRST FLOOR _PLAN
SCALE: 1/4'1=1'-O"
FIRST FLOOR AREA: 1008 S.F.
4'--6-
EXISTING FOUNDATION ENCLOSURE. 1008 S.F.
REQUIRED AMOUNT OF FLOOD VENTS:
1008 S.F. / 200 S.F. PER VENT = 6 NINTS
INSTALL 6 SMART VENTS AT NO MORE THAN
12" ABOVE GRADE IN LOCATIONS SHOWN
ON THIS SHEET:
GENERAL NOTES:
1. DWELLING IS LOCATED WITH FLOOD ZONE AE(EL. 11).
2. THE CONSTRUCTION OF THE FOUNDATION TO BE IN
ACCORDANCE WITH SECTION 322—FLOOD RESISTANT CONSTRUCTION
OF THE EIGHTH EDITION OF MASSACHUSETTS STATE BUILDING
CODE.
3. BOTTOM OF FOOTINGS TO HAVE ADEQUATE FROST
PROTECTION. REFER TO SITEPLAN FOR FINISH GRADES ,AROUND
FOUNDATION,
. SEE THIS SHEET FOR SMART VENT DETAILS AND REQUIRED
OPENINGS IN WALL.
5. BOTTOM OF SMART VENTS TO BE INSTALLED NO MORE THAN
12" ABOVE. FINISH GRADE.
6. THERE SHALL BE 1 SQUARE INCH OF FREE VENT OPENING FOR
EVERY 1 SQ. FT. OF FLOOR AREA. EACH SMART VENT IS
CERTIFIED FOR 200 SQUARE FEET OF ENCLOSED FLOOR AREA.
7. SMART VENTS AVAILABLE FROM A.H. HARRIS & SONS, INC.,
3131 CRANBERRY HIGHWAY, EAST WAREHAM, MA 02538, (508)
783--9990.
8. REFER TO ARCHITECTURAL PLANS PREPARED BY WOODTEX,
HIMROD, NEW YORK, PREPARED FOR MARCELLA HOLBROOK, DATED
OCTOBER 27, 2016 FOR REMAINING BUILDING LAYOUT AND
DETAILS.
9. EXTERIOR SHEATHING ON KNEE -WALLS SHALL BE NAILED WITH
Bd COMMON 'NAILS AT 6" O.C. EDGE SPACING AND 12" O.C. FIELD
SPACING,
FOUNDATION NOTES:
1. FOUNDATION DESIGN BASED' ON THE FOLLOWING PRESUMED
SOIL BEARING CAPACITTrS
CRYSTALLINE BEDROCK -- 12,000 'PSF
SEDIMENTARY ROCK - 4,000 'PSF
SANDY GRAVEL OR GRAVEL = 3,000 PSF
SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND
CLAYEY GRAVEL — '2,000 PSF
CLAY, SANDY CLAY, SILTY CLAY, AND CLAYEY SILT - 1,500 PSF
2. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH OF (PSI) IN THE
FOLLOWING LOCATIONS.
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND
OTHER VERTICAL CONCRETE WORK' EXPOSED TO THE WEATHER -- 3,000 PSI
-GARAGE FLOORS - 3,500 PSI
3. THE GENERAL CC;NTRACTOR SHALL VERIFY ALL L?iMENSIONS ANY
DISCREPANCIES " INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO
JCE PRIOR TO PROCEEDING WITH THE WORK. _
4.' THE SILL PLATE OR FLOOR SYSTEM SHALL BE ANCHORED TO THE
FOUNDATION WITH 5/8" 0 BOLTS PLACED 42" O.C. WITH 3"x3"xY¢"
PLATE WASHERS AND V-12" INCHES FROM END AND CORNERS.
BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY OR
SEVEN INCHES INTO CONCRETE.
5. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2x6 PRESSURE TREATED
SILL,
6. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE
FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS.
EXCEPTION: WHERE MASONRY VENEER IS USED, FOUNDATION WALLS `SHALT_.
EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRACE.
7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615. GRACIE 60.
jsA OF SMOKE DETECTOR LOCATION
oma'' JOH 4
g CHURCNiit..i1R. (�( CARBON MONOXIDE DETECTOR LOCAMON
o 1.
.4160
2442 2442 2442: 2442 2442 �` is � UD
HEAT DETECTOR LOCATION
7t-4» T 2" 6'-3" 4`-60
21'-8 " le-340,PROPOSED DWEEUING FOR:
SARAJON REALTY LLC
SCALE. 1 14"=10-0,r ' APPROVED BY: DRAVYN BY: S� l
36'-0" !
DATE: 7/31/17 REVISED: 8/11/17
SECOND FL0OR P L A fel ENGINEERING,
PREPARED BY:
SCALE: 1/4"=l' -O" JC E N IN E E R I N , I N C.
_SECOND FLOOR AREA: 1008 S.F. 57 MELGO LANE DRAWNG NUMBER:
YARMOUTH, MA B
2'-3"_i
LINEN
co
m
( m
o �
uo
m
Q
m o f 0 f BATH04
BEDROOM #3 to
(
IN
N CLOSET
f
.-
o
n!i
(
`iLINEN 6�
M 11'-6
I ATTIC[d SD
STAIRCASE 6_01
o
5'-6" I I
L ----I
N
= ....._ .._ .,._ —. 3-2x16. .
,o LINEN -
tV
t �
2 - 2x10 ABOVE 2 - 200 ABOVE N r
CHASE DOWN
N
21-10" 1
G'j
h
BEDROOM #4
.�
BEDROOM #2
N
210016" U.C.
t
EXISTING FOUNDATION ENCLOSURE. 1008 S.F.
REQUIRED AMOUNT OF FLOOD VENTS:
1008 S.F. / 200 S.F. PER VENT = 6 NINTS
INSTALL 6 SMART VENTS AT NO MORE THAN
12" ABOVE GRADE IN LOCATIONS SHOWN
ON THIS SHEET:
GENERAL NOTES:
1. DWELLING IS LOCATED WITH FLOOD ZONE AE(EL. 11).
2. THE CONSTRUCTION OF THE FOUNDATION TO BE IN
ACCORDANCE WITH SECTION 322—FLOOD RESISTANT CONSTRUCTION
OF THE EIGHTH EDITION OF MASSACHUSETTS STATE BUILDING
CODE.
3. BOTTOM OF FOOTINGS TO HAVE ADEQUATE FROST
PROTECTION. REFER TO SITEPLAN FOR FINISH GRADES ,AROUND
FOUNDATION,
. SEE THIS SHEET FOR SMART VENT DETAILS AND REQUIRED
OPENINGS IN WALL.
5. BOTTOM OF SMART VENTS TO BE INSTALLED NO MORE THAN
12" ABOVE. FINISH GRADE.
6. THERE SHALL BE 1 SQUARE INCH OF FREE VENT OPENING FOR
EVERY 1 SQ. FT. OF FLOOR AREA. EACH SMART VENT IS
CERTIFIED FOR 200 SQUARE FEET OF ENCLOSED FLOOR AREA.
7. SMART VENTS AVAILABLE FROM A.H. HARRIS & SONS, INC.,
3131 CRANBERRY HIGHWAY, EAST WAREHAM, MA 02538, (508)
783--9990.
8. REFER TO ARCHITECTURAL PLANS PREPARED BY WOODTEX,
HIMROD, NEW YORK, PREPARED FOR MARCELLA HOLBROOK, DATED
OCTOBER 27, 2016 FOR REMAINING BUILDING LAYOUT AND
DETAILS.
9. EXTERIOR SHEATHING ON KNEE -WALLS SHALL BE NAILED WITH
Bd COMMON 'NAILS AT 6" O.C. EDGE SPACING AND 12" O.C. FIELD
SPACING,
FOUNDATION NOTES:
1. FOUNDATION DESIGN BASED' ON THE FOLLOWING PRESUMED
SOIL BEARING CAPACITTrS
CRYSTALLINE BEDROCK -- 12,000 'PSF
SEDIMENTARY ROCK - 4,000 'PSF
SANDY GRAVEL OR GRAVEL = 3,000 PSF
SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND
CLAYEY GRAVEL — '2,000 PSF
CLAY, SANDY CLAY, SILTY CLAY, AND CLAYEY SILT - 1,500 PSF
2. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH OF (PSI) IN THE
FOLLOWING LOCATIONS.
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND
OTHER VERTICAL CONCRETE WORK' EXPOSED TO THE WEATHER -- 3,000 PSI
-GARAGE FLOORS - 3,500 PSI
3. THE GENERAL CC;NTRACTOR SHALL VERIFY ALL L?iMENSIONS ANY
DISCREPANCIES " INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO
JCE PRIOR TO PROCEEDING WITH THE WORK. _
4.' THE SILL PLATE OR FLOOR SYSTEM SHALL BE ANCHORED TO THE
FOUNDATION WITH 5/8" 0 BOLTS PLACED 42" O.C. WITH 3"x3"xY¢"
PLATE WASHERS AND V-12" INCHES FROM END AND CORNERS.
BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY OR
SEVEN INCHES INTO CONCRETE.
5. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2x6 PRESSURE TREATED
SILL,
6. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE
FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS.
EXCEPTION: WHERE MASONRY VENEER IS USED, FOUNDATION WALLS `SHALT_.
EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRACE.
7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615. GRACIE 60.
jsA OF SMOKE DETECTOR LOCATION
oma'' JOH 4
g CHURCNiit..i1R. (�( CARBON MONOXIDE DETECTOR LOCAMON
o 1.
.4160
2442 2442 2442: 2442 2442 �` is � UD
HEAT DETECTOR LOCATION
7t-4» T 2" 6'-3" 4`-60
21'-8 " le-340,PROPOSED DWEEUING FOR:
SARAJON REALTY LLC
SCALE. 1 14"=10-0,r ' APPROVED BY: DRAVYN BY: S� l
36'-0" !
DATE: 7/31/17 REVISED: 8/11/17
SECOND FL0OR P L A fel ENGINEERING,
PREPARED BY:
SCALE: 1/4"=l' -O" JC E N IN E E R I N , I N C.
_SECOND FLOOR AREA: 1008 S.F. 57 MELGO LANE DRAWNG NUMBER:
YARMOUTH, MA B
- - _ __ -
- __ __ _
_ - ..
e.�.� c..,.�..,�...i�e�f»ui.ixG.,�.s
£:
F.,-.
I,
?:
>;
GENERAL NA LNG SCIAED LE 110 MPI•! EXPOSURE B WIN} TONE
HEADERSPAN
(FEET)
MINIMUM
HEADER SIZE
REQUIREMENTSATEACH END OF HEADER
JOB DESCRIPTION
ROOF FRAMING
NUMBER OF
CONNANJ MALS
2-8d
NLMER OF
BOX NALS
NAL SPACING
BLOCMIGTO RAFTER
2-16d
2-10x1
EACH END
RIM BOARDTORAFTER (END N UD)
4.164
3-16d
EACH END
WALL FRAMING'
416
193
4
TOP PLATE AT NTEFSE=M (FACE NAL
4.16d
5-16d
ATJOINTS
STUD TO STUD (FACE NALED)
2-16d
2-16d
24' O.G.
WADER TO WADER (FACE HALED)
160
16d
16" O.C. ALONG EDGE S
FLOORFRAMING
396
7
2-2X8
JOIST TO SLL, TOP PLATE OR GIRDER (TOE HALE p)
4-8d
4-10d
PER JOIST
BLOt3CNG TO JOIST (TOE NA LE?)
2.8d
2-10d
EACH ESD
BLOCKING TO SLL OR TOP PLATE (TOE HALED)
3-164
4-16d
EACH BLOCK
LEDGER STPdPMBEAM ORGIRDER: (FACE NALED)
3-16d
4-16d
EACHJOIST
JOIST ON LEDGER TO BEAM (TOE NA LED)
3-8d
3-10d
PERJOIST
BA NO JOIST TO JOIST (END NALED)
3.164
4-164PER
JOIST
BANDTOJOtSTTOSLL ORTOPRAlE(TOEN4LED)
216d
3-164
PER FOOT
ROOF SWATH NG
3
1-20 FLAP
2
WOOD STRUCTURAL PA MIS
198
4
1-20 FLAT
RAFTERS OR TRUSSES SPACED CPTO 16" O.C.
6d
10d
6" Ei7GEV FELD
RAFTERS ORTRUSSSES SPACED OVER I6' O.C�
8d
10d
r EDfaB4" FEW
GABLE ENOlvALL RAKE OR RAKETF4JSS
w/o GABLEOVEiRFIANG
8d
10d
6" EDGES" FEW
GA BLE ENOWALL, RAKE OR RAKETRUSS
w / STRUCTURAL OUTLOOKERS
6d
10d
6" EX-Et6' FL2t}
GAEKEENNDWALL RAKEOR RAKETRUSS
w / LOOKOUT BLOCKS
6d
10d
4' EiJW4" FIELD
CEILING SWATNG
240
528
9
GYPSUM WALLBOARD
Sd COOLERS
270
T eme t0" F eLD
WALL SHEATHING
2-2X6 FLAT
4
300
1' OR LESS
8d
10d
6" EDW 12" FIE.D
GREATER THAN 1'
10d
16d
lir WSW FIELD
NOTE UNLESS OTHSWNSE STATED, SIZES GIVEN FOR MALS ARE COM MON WIRE SIZES, BOX AND PNR AATIC NALS OF EDUIVAL E NT
DIAMETER AND E OUA L OR GREATER LENGTH TO THE SPECIFIED COMMON NAL MAY SE SUBST rJ E7 UtdLEgS OTFOW4SE FROHWM,
STUDS AND HEADERS AT WALL OPENINGS
HEADERSPAN
(FEET)
MINIMUM
HEADER SIZE
REQUIREMENTSATEACH END OF HEADER
NUMBER OF FULL
HEIGHTSTUDS
JUPLIFT
(POUNDS)
LATERAL
(POUNDS)
HEADERS IN LOAD BEARING
WALLS
2
2-20
1
277
132
3
2-2X4
2
416
193
4
2-20
2
554
264
5
2-20
3
693
330
6
2-2X6
3
831
396
7
2-2X8
3
970
462
8
2-2X12
3
1108
528
9
3-2X10
3
1247
594
10
3-2X12
4
1385
660
11
4-2X10
4
1524
726
HEADERS IN NON -LOAD BEARING WALLS
2
1-2X4 FLAT
1
60
132
3
1-20 FLAP
2
90
198
4
1-20 FLAT
2
120
264
5
1-2X4 FLAT
3
150
330
6
1-2X6 FLAT
3
180
396
7
1-2X6 FLAT
3
210
462
8
1-2X6 FLAT
3
240
528
9
2-2X6 FLAT
3
270
594
10
2-2X6 FLAT
4
300
660
11
2-2X6 FLAT
4
330
726
1212-2X6
FLAT
5
360
792
(TY'
!
I
- – — BOTTOM FOOTING ELEVATION 4.83—
FRONT ELEVATION
SCALE: 1/41=11–(Yl
NAIL. REQ.
6" EDGE NAILING, 12" FIELD NAILING
BOTTOM PLATE TO FRAME (16d) 0 3/FT.
TOP SPLICE LENGTH = 6-
20 (16d) NAILS EACH 'SIDE OF SPLICE
CONTINUOUS RIDGE VENT
f } (TYP) !!
cONTRcroR sHALL
LJ ( MAINTAIN 48" MINIMUM
12" SONOTUBE (TYP.) FROST PROTECTION (TYP.)
BOTTOM FOOTING EL.EVATiON =4.83'— — — — — —— —
10" BIGFOOT
SONOTUBE (TYP.)
REAR ELEVATION
SCALE: 1/4"=l'—O"
NAIL REQ.
6" EDGE NAILING, 12" FIELD NAILING
BOTTOM PLATE TO FRAME (16d) ® 3/FT:
TOP SPLICE LENGTH = 6'
20 (16d) NAILS EACH SIDE OF SPLICE
Yarmouth Health Department
..............M - _.__ .. W y uo
_. w__ ame Date
P.T. DECK AND RAILINGS
FIRST FLOOR __.� _�_ _
�.—.—.—._.._.. _
N OF
TOP OF FOUNDATION 11.5'............_ _ -� wL P:T. 2x10 016" U.C.
ts� �L #�
CHURCHILL JR.
12" SONOTUBE (TyP.)
I ,
I
.__ BOTTOM FOOTING ELEVATION = 4.83' PROPOSED DWELLING FOR:
� �.. �_ SAAJOl�
- __... �..� ..._ REALTY LL
R. `J LJ E ELEVATION SCALE: i/4*=1*-0" APPROVED BY DRAWN BY: SII
SCALE: 1/4"=l'—O" DAA: 7/31/17 REVISED:
NAIL REO. PREPARED BY
6" EDGE NAILING, 12" FIELD NAILING � � ENGINEERING, 1 I V
BOTTOM PLATE TO FRAME (16d) 0 3/FT.
C.
TOP .SPLICE LENGTH = 6' 57 MELGO LANE DRAWING NUMBER,
20 (16d) NAILS EACH SIDE OF SPLICE YARMOUTH, MAA
PECK NOTES
1. USE 6x6 POSTS. POSTS MUST BE CENTERED ON FOOTINGS
2. ATTACH DECKING TO EACH )GIST WITH 2-84 THREADED NAILS OR 248 SCREWS. SPACE BOARDS APPROX.Y'
APART.
3. RIM)OISTCONNECTIONDETAIIS
a.) SECURE DECKING TO TOP OF RIM JOIST w/ 10i THREADED NAILS OR #10x? MIN. WOOD SCREWS 0 6" O.C.
W ATTACH RIM )GIST TO END OF EACH 101ST w/ 3-1W THREADED NAILS 3-AOYS r MIN. WOOD SCREWS
4. FOOTINGS
a.) ALL FOOTINGS SHALL BEAR ON SOLID GROUND AND SHALL BE PLACED AT LEASTI2" BELOW THE
UNDISTURBED GROUND SURFACE OR BELOW THE FROSTLINE, WHICHEVER IS DEEPER.
W POSTS MUST BE CENTERED ON FOOTINGS
0 FOOTING SIZE: 12' DIAMETER SONOTUBE
5. LAG SCREW REQUIREMENTS
a.) EACH LAG SCREW SHALL HAVE PILOT HOLES DRILLED AS FOLLOWS:
1.) DRILLAY2" DIAMETER HOLE IN THE LEDGER BOARD
2.) DRILLA 5/16" DIAMETER HOLE INTO THE BAND BOARD OFTHE EXISTING HOUSE
3.) DO NOT DRILLAY2" DIAMETER HOLE INTO THE BAND BOARD
6. DECKS GREATER THAN T ABOVE GRADE SHALL BE PROVIDED WITH DIAGONAL (2x4) w/14/9' DIAMETER
THRU-BOLTw/ WASHERS, PROVIDE DIAGONAL BRACING BOTH PARALLEL AND PERPENDICULAR TO BEAM
AT EACH POST.
7. ALL DECKS GREATER THAN 30' ABOVE GRADE ARE REQUIRED TO HAVE A GUARD. DECK GUARD POSTS SHALL
BEA MINIMUM 44 (NOMINAL) w/ AN ADJUSTMENT BENDING VALUE NOT LESS THAN 1,104 PSL
8. STAIR REQUIREMENTS
a•) ALL STRINGERS SHALL BE A MINIMUM OF 2A2
W 10' MINIMUM TREAD WIDTH
c.) 7-W MAXIMUM RISER HEIGHT
d.)"-i"NOSING
e,) 24 OR Y4 MINIMUM TREAD SIZE FOR A CUTSTRINGEK AND 2x6 MIN IMUM FOR A SOLID STRINGER (WHEN
USING SOUTHERN PINE)
9. STAIR GUARD REQUIREMENTS
a.) STAIR GUARD 15 REQUIRED FOR STAIMw/ATOTAL RISE OF50"OR MORE
W STAIR GUARD HEIGHT= 34' MINIMUM AND 38' MAXIMUM MEASURED FROM THE NOSING OF THE STEP
c.) ALLSTAIRS w/ 4 OR MORE RISERS SHALL HAVEA HANDRAIL ON AT LEASTI SIDE
2442 2442 2442 2442 2442
6'--3" 7'-4" 7' 2" 6'-3" 4'-6"
21'-S " 14`-3
36'-O"
SECOND FLOOR PLAT
SCALE: 1/4"=V-0"
SECOND FLOOR AREA: 1008 S.F.
EXISTING FOUNDATION ENCLOSURE: 1008 S.F.
REQUIRED AMOUNT OF FLOOD VENTS:
10018 S.F. / 200 S.F. PER VENT I��
INSTALL 6 `;SMART VENTS AT NO ;MORE THAN
12" ABOVEGRACIE IN LOCATIONS ''SHOWN
ON THIS SHEET.
GEHERAL NOTES:
1. DWELLING IS LOCATED WITH FLOOD ZONE AE(EL. 11).
2. THE CONSTRUCTION OF THE FOUNDATION TO BE IN
ACCORDANCE WITH SECTION 322 -FLOOD RESISTANT 'CONSTRUCTION
OF THE EIGHTH ED171ON OF MASSACHUSETTS STATE BUILDING
CODE.
3. BOTTOM OF FOOTINGS TO HAVE ADEQUATE FROST
PROTECTION. REFER TO SITEPLAN FOR 'FINISH 'GRADES AROUND
FOUNDATION.
4. SEE THIS SHEET FOR SMART VENT DETAILS AND REQUIRED
OPENINGS IN WALL.
5. BOTTOM OF SMART VENTS TO BE INSTALLED NO MORE THAN
12" ABOVE FINISH GRADE.
6. THERE SHALL' BE i SQUARE INCH OF FREE VENT OPENING FOR
EVERY 1 SO2. FT. OF FLUOR AREA. ' EACH SMART VENT IS
CERTIFIED FOR 200 SQUARE FEET OF ENCLOSED FLOOR AREA.
7. SMART VENTS AVAILABLE FROM A.H. HARRIS & SONS,` INC.,
3131 CRANBERRY HIGHWAY, EAST WAREHAM, ISA 02538, (508)
759-9990.-
8.
59-9990:8. REFER TO ARCHITECTURAL PLANS 'PREPARED BY WOODTEX,
HIMROD, NEW YORK, PREPARED FOR MARCELLA HOLBROOK, DATED
OCTOBER 27, 2016 FOR REMAINING BUILDING LAYOUT AND
DETAILS.
9. EXTERIOR SHEATHING ON 'KNEE WALES SHALL BE NAILED WITH
8d COMMON NAILS AT 6" O.C. EDGE. SPACING AND 12" O.C. FIELD
SPACING.
EQUISDATION NOTES:
1. FOUNDATION DESIGN BASED ON THE FOLLOWING PRESUMED
SOIL BEADING CAPACITES:
CRYSTALLINE BEDROCK 12,000 PSF
SEDIMENTARY ROCK - 4,000 PSF
SANDY GRAVEL OR GRAVEL - 3,000 PSF
SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND
CLAYEY GRAVEL - 2,000 PSF
CLAY, SANDY CLAY, SILTY CLAY, AND CLAYEY SILT 1,500 PSF
2. CONCRETE SHALL REACH A' COMPRESSIVE STRENGTH OF (PSI) IN THE
FOLLOWING LOCATIONS:
-BASEMENT WALLS, FOUNDATION _WALLS, EXTERIOR ` WALLS AND
OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 PSI
-GARAGE FLOORS - 3,500 PSI
3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANY
DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO
JCE PRIOR TO PROCEEDING WITH THE WORK:
4. THE SILL PLATE OR FLOOR SYSTEM SHALL BE ANCHORED TO THE
FOUNDATION WITH 5/8" 0 BOLTS PLACED 42" O.C. WITH 3"x3"xY4"
PLATE WASHERS AND 6"-12" INCHES FROM END AND CORNERS.
BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY OR
SEVEN INCHES INTO CONCRETE.
5. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2x6 PRESSURE TREATED
SILL.
6. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE
FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS.
EXCEPTION: WHERE MASONRY VENEER IS USED, FOUNDATION WALLS SHALL
EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE.
7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T,M. 615. GRADE 60.
�► op SMOKE DETECTOR LOCATION
q JAI L
CHURCHILUR. + O CARBON MONOXIDE DETECTOR LOCATION
rs p HEAT DETECTOR LOCATION
A.
PROPOSED DWELLING FOR:
ARAJON REALTY LLQ
SCALE: 1 /4"=V--0" APPROVED BY: DRAWN BY: SJI
BATE: 7/31 /17 REVISED:
PREPARED BY.
JO EIS I N EER I N,INC*
5.1 MELGO LANE,bRAwING NUMBER:
YARMOUTH, MA L B'
3"
572'
�0
m LINEN s�C(D
I m I
m
o �
to
BEDROOM #3 ;m<
. BATH
a
N I /'""� CLOSET
I N LINEN o�� cy o
•- 2'-10` 266
ry*o�Og
epb�e
I � ATTICi � I � �, SD
SD 6d, STAIRCASE Pol �.�D cs�p
w I I ;,�
00N
3 2X1 � -
_ r
_. _.r _ ;� LINEN
�
��, I, �
2 - 200 ABOVE 2 - 2x10 ABOVE `� A
n
Dowty
114tCHASE
�p 13'- 8 -
kN
L 2"-10"
cn
f^�
BEDROOM #4
BEDROOM #2-
04
04
2 10 16" V.C.
_TA
FF
t0
2442 2442 2442 2442 2442
6'--3" 7'-4" 7' 2" 6'-3" 4'-6"
21'-S " 14`-3
36'-O"
SECOND FLOOR PLAT
SCALE: 1/4"=V-0"
SECOND FLOOR AREA: 1008 S.F.
EXISTING FOUNDATION ENCLOSURE: 1008 S.F.
REQUIRED AMOUNT OF FLOOD VENTS:
10018 S.F. / 200 S.F. PER VENT I��
INSTALL 6 `;SMART VENTS AT NO ;MORE THAN
12" ABOVEGRACIE IN LOCATIONS ''SHOWN
ON THIS SHEET.
GEHERAL NOTES:
1. DWELLING IS LOCATED WITH FLOOD ZONE AE(EL. 11).
2. THE CONSTRUCTION OF THE FOUNDATION TO BE IN
ACCORDANCE WITH SECTION 322 -FLOOD RESISTANT 'CONSTRUCTION
OF THE EIGHTH ED171ON OF MASSACHUSETTS STATE BUILDING
CODE.
3. BOTTOM OF FOOTINGS TO HAVE ADEQUATE FROST
PROTECTION. REFER TO SITEPLAN FOR 'FINISH 'GRADES AROUND
FOUNDATION.
4. SEE THIS SHEET FOR SMART VENT DETAILS AND REQUIRED
OPENINGS IN WALL.
5. BOTTOM OF SMART VENTS TO BE INSTALLED NO MORE THAN
12" ABOVE FINISH GRADE.
6. THERE SHALL' BE i SQUARE INCH OF FREE VENT OPENING FOR
EVERY 1 SO2. FT. OF FLUOR AREA. ' EACH SMART VENT IS
CERTIFIED FOR 200 SQUARE FEET OF ENCLOSED FLOOR AREA.
7. SMART VENTS AVAILABLE FROM A.H. HARRIS & SONS,` INC.,
3131 CRANBERRY HIGHWAY, EAST WAREHAM, ISA 02538, (508)
759-9990.-
8.
59-9990:8. REFER TO ARCHITECTURAL PLANS 'PREPARED BY WOODTEX,
HIMROD, NEW YORK, PREPARED FOR MARCELLA HOLBROOK, DATED
OCTOBER 27, 2016 FOR REMAINING BUILDING LAYOUT AND
DETAILS.
9. EXTERIOR SHEATHING ON 'KNEE WALES SHALL BE NAILED WITH
8d COMMON NAILS AT 6" O.C. EDGE. SPACING AND 12" O.C. FIELD
SPACING.
EQUISDATION NOTES:
1. FOUNDATION DESIGN BASED ON THE FOLLOWING PRESUMED
SOIL BEADING CAPACITES:
CRYSTALLINE BEDROCK 12,000 PSF
SEDIMENTARY ROCK - 4,000 PSF
SANDY GRAVEL OR GRAVEL - 3,000 PSF
SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND
CLAYEY GRAVEL - 2,000 PSF
CLAY, SANDY CLAY, SILTY CLAY, AND CLAYEY SILT 1,500 PSF
2. CONCRETE SHALL REACH A' COMPRESSIVE STRENGTH OF (PSI) IN THE
FOLLOWING LOCATIONS:
-BASEMENT WALLS, FOUNDATION _WALLS, EXTERIOR ` WALLS AND
OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 PSI
-GARAGE FLOORS - 3,500 PSI
3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANY
DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES SHALL BE REPORTED TO
JCE PRIOR TO PROCEEDING WITH THE WORK:
4. THE SILL PLATE OR FLOOR SYSTEM SHALL BE ANCHORED TO THE
FOUNDATION WITH 5/8" 0 BOLTS PLACED 42" O.C. WITH 3"x3"xY4"
PLATE WASHERS AND 6"-12" INCHES FROM END AND CORNERS.
BOLTS SHALL EXTEND A MINIMUM OF 15 INCHES INTO MASONRY OR
SEVEN INCHES INTO CONCRETE.
5. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2x6 PRESSURE TREATED
SILL.
6. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE
FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS.
EXCEPTION: WHERE MASONRY VENEER IS USED, FOUNDATION WALLS SHALL
EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE.
7. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T,M. 615. GRADE 60.
�► op SMOKE DETECTOR LOCATION
q JAI L
CHURCHILUR. + O CARBON MONOXIDE DETECTOR LOCATION
rs p HEAT DETECTOR LOCATION
A.
PROPOSED DWELLING FOR:
ARAJON REALTY LLQ
SCALE: 1 /4"=V--0" APPROVED BY: DRAWN BY: SJI
BATE: 7/31 /17 REVISED:
PREPARED BY.
JO EIS I N EER I N,INC*
5.1 MELGO LANE,bRAwING NUMBER:
YARMOUTH, MA L B'
II
1x8 1S" O.C. i 15# BUILDING PAPER
B.YU. 12
8 % R-30 FBGLS. INSUL
p.
1 ( So THK x 5'-10" 1X FASCIA W
t CONC WALL. ON CONTRACTOR SHALL
ALUMINUM GUTTER
SMART VENT
CONT 20"x1O" CONC. MAINTAIN 48" MINIMUM7'
(TVP: FOR.. S),
FOOTING FOOTING COVERAGE
2x10 0 16" Q.C. •
SEE DETAIL AND 2x10 16 O.C. CEILING JOIST
NOTES1 -1
2 1{3 J 16" lc,m 1 2" GYP BD
(( / 1X SOFFIT
1 I ON ALL INT. WALLS
1X FRIEZE
-
S 1/2- CONC. FILLED
I STL. LALLY COLUMN
I ON 36 x36 x10 DP CONT. 6" SEWER SLEEVE coI BEDROOM R-21 FBGLS. INSUL CONC. FOOTING, TYP k •{ BEDROOM
{ � N
7 w5 ' -4 1-cr
5 -O .5# -O 4--11
3/4- T&G PLYWOOD SUB -FLOOR
GLUED AND NAILED, TYP SECOND FLOOR.
o <o 2x10 ® 16 O.C. 2x10 `0 16 Q.C.
IN 4-2x10BEAM r L1 2"GYP BD
f 2X6�f16 O.C.
ON ALL INT. WALLS
.....,.,.._........� ._.,.... — ,..-.r ...-.. _.._. ,..�... ......:.�.....:,_ �........,� — �.,. _ ._..� 1 f2" OSB SHEATHING
SHIM BEAM IN
I CRAWL SPACE: _ DINING ROOM 1/2N GWB
POCKET �€ MIN
BEARING(TYP;) SLAB ELEV. - 9.0'
" ii ao KITCHEN VAPOR BARRIER
SN 4 MIN. CONC. SLAB
2 10 16"I.C. (3000 PSI) WITH
TYvEK wQUSEWRAP
1 -8 EXPANSION JOINTS OVER
COMPACTED SOIL ELECTRIC PANEL
SIDING (SEE ELEVS.)
(GROUNDING ROD TO
CONNECT TO REBAR 3/ N T&GLUE AND NAILED, SUB-FLOOR
FIRST FLOOR
I ._ — ...�. ...._... � .
IN FOUNDATION}
Z� R-30 FBGLS. INSUL 2x0 16" O.G.
Td --I I =1II _ CRAWL SPACE
= —
BOTTOM FTG = 4.83`jIIII� `° o RIM JOIST
4-2x1 a BEAM
TOF 11,5 —
� a 1 � -!III N +n 4" CONC. SLAB (2) 2X6 P.T .SILL 8" POURED CONC. WALL
4 WATER SLEEVE i — . _ .. _.. ..._ W SILL SEALER BASEMENT SLAB
DOUBLE JOISTS UNDER � � .�. ..� _.�. ....�. ..�._ ....-... .
ALL PARALLEL PARTITIONS_90MPA�M_P 61
— — —
B.W.
FLLJI
4'-0" 4•-0' 4'-0" 1E` -O" 8,-0"
SECTION A " A
36'-0" �.
SCALE: 1/4"'=V-0
FOUNDATION PLAN
-
SCALE: 1/4"=V-0"
i
16-114' ROUGH OPENING
E'XTER17 INTL'Rig
a o DOOR UPPER STRAPS
ALTERNATE STRAP REMOVED 7
LOCATIONS ON SIDES "" + > BEHIND WALL
N > ALTERNATE
i5-114` OPEN _ .. 5 , SIDE STRAPS`
A:
BEHIND WALL
OPEN C' .., 2'x 15-1P4' OPEN
8-114' ROUGH _ _ 8-114` HIGH X
OPENING .�-„_ 16-1/4' WI➢c
ROUGH OPENING
3-0'
OPEN Cl'� FRAME 3'x 15-1/4' OPEN
DOOR
Rarsr OPEN
DCCP � � 7
SHOWN OPEN FRAME
IN FRAME � BOTTOM STRAPS
> BEHIND WALL
STRAPS CSO BEHIND WALL MAXs
AND CAN BE BROKEN OFF 7
° AT SLOTS 'TO AVOID ' >
a OBSTRUCTIONS
FINAL GkAIIE ' > >
EXTERIOR VIEW
SIDE SECTION VIEW
SMART VENT DETAIL
(NOT TO SCALE)
1. PREPARE A CLEAN 16-1/4" WIDE BY 8-1/4" HIGH ROUGH OPENING FOR EACH VENT (1 BLOCK WIDE
ot;OF
SMOKE DETECTOR LOCATION
x i BLOCK HIGH) WITH THE BOTTOM OF THE HOLE NO MORE THEN 12" ABOVE FINISHED GRADE.
#,D
2. MEASURE WALL THICKNESS AND BEND (MARE THAN 90') 4 STRAPS AT NEAREST SLOT TO THEJOHNIL+
MEASUREMENT FROM POINTED ENCS.
CHURCHu,l�t.
C
CARBON MONOXIDE DETECTOR LOCATION
3. REMOVE DOOR FROM FRAME. (TURN UPSIDE DOWN, ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE
NO
OUT OF SLOTS)ND
4. INSERT TWO STRAPS INTO TWO TCP SETS OF SLOTS IN FRAME FROM REAR. AFTER PUSHING TEETH
I�
HEAT DETECTOR LOCATION
THROUGH REAR SET SLOTS, ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS. STRAPS SHOULD HAVE
BENT LEGS POINTING UP.
5. CAULK MAY BE APPLIED BEHIND FRONT FRAME FLANGE. TILT FRAME SO TOP GOES INTO WALL
OPENING FIRST WITH STRAP LEGS GOING BEHIND WALL ABOVE OPENING. PUSH FRAME INTO OPENING SO
FRONT FLANGE IS TIGHT TO FACE OF WALL.
6. REACH THROUGH FRAME OPENING AND INSTALL TWO BENT STRAPS THROUGH TWO BOTTOM SETS OF
SLOTS IN FRAME, TRAPPING WALL BETWEEN FRONT FLANGE AND BENT STRAP. SQUEEZE ALL STRAPS
TIGHT. FRAME SHOULD BE FLUSH TO WALL FACE AND SECURE.
A R A`J
PROPOSED DWELLING FOR -
C
n REALTY
O N 1 � E A L TY L L C
7. CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS, MORTAR AND CAULK.
SCALE.
IAPPROVED
E3Y: InPAMN RY• _ ..
8. INSTALL DOOR INTO FRAME BY GRASPING BOTTOM OF DOOR (WITH PLASTIC PINS) AND FRONT (WITH
SMALLER SQUARES) FACING UP. SLIDE DOOR INTO FRAME SUCH THAT METAL PINS ON EACH SIDE SLIDE
INTO SLOTS ON SIDES OF FRAME. LET THE DOOR SLIDE DOWN FOLLOWING THE PATH OF THE SLOTS,
UNTIL THEY ARE AT THE BOTTOM OF THE SLOTS IN THE DIMPLES.
9. LET THE BOTTOM OF THE DOOR GQ SO THAT THE DOOR ROTATES DOWN INTO THE FRAME. CHECK
THAT DOOR IS LATCHED ON BOTH SIDES.
tQ,
Yo
TR1PL8 HEADER
.TACK
O I t
STUD DBL TOP PLATE
DOUBLE o
STUD r
II 2x STUDS 0 16 Q.G.
r-
I i
l
[ i I 3/4" PLYWOOD SUBF'LOOR
( BTM PLATE
PLATE o
0 0 �
o RIM JOIST
i AT 2nd STORY
r
LOCATIONS
EXTERIOR WALL OPENINGS, HEADER i DBL TOP PLATE
DETAILS WITH .JACK STUDS �
�. ,.
NOT TO SCALE
1 2x STUDS 0 16" O.C.
GE3 ERAL NAILING SCHEDULE t 10 tit EXPOSURE 8 WND zC
.MINIMUM
HEADERSPANYY� �
(FEET)
M __....__
HEADER SIZE
REQUIREMENTS ATEAOH END OF HEADER
JOB DESCRIPTION
NUMBER OF
COMMON MALS
NUMBER OF
BOX MALS
NAIL SPACING
ROOF FRAMING
BTM PLATE
1
277
BLOCKING TO RAFTER
2-16d
2-10d
.
RIM BOARD TO RAFTER (END NA LED)
4-16d
3-16d
EACH FI D
WALLFRAMING
554
264
5
TOP PLATE AT HTERSIECTIONS(FACE MLED)
4.164
i
ATJOINTS
STUD TO STUD (FACE NA LED)
2-16d
2-16d
24" O.C.
HEA DER TO HEADER (FACE HALED)
FLOOR FRAMING
16d
16d
16" O.C. ALONG EDGES
JOIST TO SLL, TOP PLATE OR GMER (TOENALED)
4-6d
4.104
PERJOIST
BLOCKING TO JOIST (TOE NA LED)
2-6d
2-10d
EACH DO
BLOCKING TO SLL OR TOP PLATE (TOE NALM
3.16d
4-16d
EACH BLOCK
LEDGER STEPTOBEAM ORGIS(FACE HALED)
3-16d
4-16d
EACHJOIST
JOiST ON LEDGER TO BEAM (TOE NALED)
3-6d
3-10d
PER JOIST
BAN? JOIST TO JOIST (DO NALED)
3-16d
4-16d
PER JOIST
BANDTO JOIST TO SILL OR TOP PLATE (TOE NA LED)
ROOF SHEATH1iNCr
2-16d
3.164
PER FOOT
WOOD STRUCTURAL PANELS
3
1-2X4 FLAT
2
RAFTERS OR TRUSSES SPACED LP TO 16' O.C.
sd
10d
6" EDGE76" FELD
RAFTERS OR TRUSSSES SPACE) OVER 16'0.C.
8d
10d
RIM JOIST
GABLEEJDWALL RAKEORRAKETRUSS
w to GA8LE OVB;61ANG
6d
10d
6" EDWS* FELD
GABLEE3+DWALL RAKE OR RAKETRUSS
w STRUCTURAL QUrLOOKERS
6d
14d
6' EDGI� FIELD
GA BLE eMALL RAKE OR RAKE TRUSS
wI LOOKOUT BLOCKS
CEDLNG SWATNG
6d
10d
4" 1 X 41' FELD
GYPSUM WALLBOARD
.r
8
7" EDGE! 10' HELD
WALL SFEATHNG
240
528
< .
1' OR LESS
4. b ,
10d
6' EDS& 12" FIELD
LOOR JOISTS
110d
16d
8" EDGEI6" FW
NOTE UNLESS OT fRWISE STATE), SIZES GIVEN FOR NALS ARE COIN WRE SIZES, BOX AND PNEUMATIC NA LS OF E LWALENT
DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIC COMMON NAL MAY BE SUBs=rrm Lmess OTFImmE PROHISM,
.•
2-2X6 FLAT
4
330
726
1122-2X6
FLAT
`, • t-
360
. • .
c SILL LATE
P
BOLTS w/
<
-•
A Id
E WASHERS44
.4 :. •'
4
Q
, '
4
1/2- WOOD STRUCTURAL PANELS
`` � . a
s
4
n
I P r
SILL LATE TO TOP -PLATE
..
•
< 4
y
SEE NAILING SCHEDULE
° a
,
a.z.
1
.:
4` a
-
.
._
a
d
• a.
SILL PLATE`
�.
f .
SILL TO PLATE WITH
<
WOOD STRUCTURAL PANELS
yy
4 .
•
z
<
d a.
4
,.
:
#
NOT TO SCALE
r
•
•
a:
GE3 ERAL NAILING SCHEDULE t 10 tit EXPOSURE 8 WND zC
.MINIMUM
HEADERSPANYY� �
(FEET)
M __....__
HEADER SIZE
REQUIREMENTS ATEAOH END OF HEADER
JOB DESCRIPTION
NUMBER OF
COMMON MALS
NUMBER OF
BOX MALS
NAIL SPACING
ROOF FRAMING
2-6d
1
277
BLOCKING TO RAFTER
2-16d
2-10d
EACH ESD
RIM BOARD TO RAFTER (END NA LED)
4-16d
3-16d
EACH FI D
WALLFRAMING
554
264
5
TOP PLATE AT HTERSIECTIONS(FACE MLED)
4.164
5.16d
ATJOINTS
STUD TO STUD (FACE NA LED)
2-16d
2-16d
24" O.C.
HEA DER TO HEADER (FACE HALED)
FLOOR FRAMING
16d
16d
16" O.C. ALONG EDGES
JOIST TO SLL, TOP PLATE OR GMER (TOENALED)
4-6d
4.104
PERJOIST
BLOCKING TO JOIST (TOE NA LED)
2-6d
2-10d
EACH DO
BLOCKING TO SLL OR TOP PLATE (TOE NALM
3.16d
4-16d
EACH BLOCK
LEDGER STEPTOBEAM ORGIS(FACE HALED)
3-16d
4-16d
EACHJOIST
JOiST ON LEDGER TO BEAM (TOE NALED)
3-6d
3-10d
PER JOIST
BAN? JOIST TO JOIST (DO NALED)
3-16d
4-16d
PER JOIST
BANDTO JOIST TO SILL OR TOP PLATE (TOE NA LED)
ROOF SHEATH1iNCr
2-16d
3.164
PER FOOT
WOOD STRUCTURAL PANELS
3
1-2X4 FLAT
2
RAFTERS OR TRUSSES SPACED LP TO 16' O.C.
sd
10d
6" EDGE76" FELD
RAFTERS OR TRUSSSES SPACE) OVER 16'0.C.
8d
10d
4" EDW41" FELD
GABLEEJDWALL RAKEORRAKETRUSS
w to GA8LE OVB;61ANG
6d
10d
6" EDWS* FELD
GABLEE3+DWALL RAKE OR RAKETRUSS
w STRUCTURAL QUrLOOKERS
6d
14d
6' EDGI� FIELD
GA BLE eMALL RAKE OR RAKE TRUSS
wI LOOKOUT BLOCKS
CEDLNG SWATNG
6d
10d
4" 1 X 41' FELD
GYPSUM WALLBOARD
5d COOLERS
8
7" EDGE! 10' HELD
WALL SFEATHNG
240
528
9
1' OR LESS
6d
10d
6' EDS& 12" FIELD
GREATER THA N 1"
110d
16d
8" EDGEI6" FW
NOTE UNLESS OT fRWISE STATE), SIZES GIVEN FOR NALS ARE COIN WRE SIZES, BOX AND PNEUMATIC NA LS OF E LWALENT
DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIC COMMON NAL MAY BE SUBs=rrm Lmess OTFImmE PROHISM,
STUDS AND HEADERS AT WALL OPENINGS
.MINIMUM
HEADERSPANYY� �
(FEET)
M __....__
HEADER SIZE
REQUIREMENTS ATEAOH END OF HEADER
NUMBER OF FULL , .....a�.
HEIGHTSTUDS
UPLIFT
_ _ _ m _... ..
(POUNDS)
LATERAL
__•... N
(POUNDS)
HEADERS IN LOAD BEARING WALLS
2
2-2X4
1
277
132
3
2-2X4
2
416
198
4
2-2X4
2
554
264
5
2-2X4
3
693
330
6
2-2X6
3
831
396
7
2-2X8
3
970
462
8
2-2X12
3
1108
528
9
3-2X10
3
1247
594
10
3-2X12
4
1385
660
11
4-2X10
4
1524
726
HEADERS IN NON -LOAD
BEARING WALLS
2
1-2X4 FLAT
1
60
132
3
1-2X4 FLAT
2
90
198
4
1-2X4 FLAT
2
120
264
5
1-2X4 FLAT
3
150
330
6
1-2X6 FLAT
3
180
396
7
1-2x6 FLAT
3
210
462
8
1-2X6 FLAT
3
240
528
9
2-2X6 FLAT
3
270
594
10
2-2X6 FLAT
4
300
660
it
2-2X6 FLAT
4
330
726
1122-2X6
FLAT
5
360
792
ANCHORAGE OF SILL T'C1
FOUNDATION WALL
NOT TO SCALE
STUD RAFTER RAFTER OR TRUSS
SUBFL:OORING DOUBLE PLATE
BAND
SILL
BLOCKING @ 48" O.C.
JOIST
ad a , STUD WALL.
STUD
EXTERIOR LL
FLOOR FRAMING AT WA XTER OR FRAMING AT GABLE ENDS ROOF BRACE DETAIL
-
NOT TO SCALE NET TO SCALE NOT TO SCALE
RESIDENTIAL BUILDNG DESIGN CRITERIA 2.1 FOUNDATION
780 CMR
Concrete shall be a minimum 3,000 PSI at 28 days.
THE STATE OF MASSACHUSETTS STATE BUILDING CC)DE
STATE BOARD OF BUILDING REGULATIONS & STANDARD S
2.2 FOUNDATIUN ANCHORAGE
Provide " " "
Provide 5/8 diameter by 12 Ion b 3 hook
Eighth Edition of the Massachusetts S Building
g tate ;3rul ding Code
.
" ea
Anchor bolts 42 CI.C. WI ' " '
� with 3 X 3 X 1/4 later:
p
n and
(One Two Family D
{ Dwelling Code
Y g ;
�� " ;
Provide an anchor bolt 6 to 12 from comer.
WOOD FRAME CONSTRUCTION MANUAL - WFCM
3.1 FLOORS
110 MPH EXPOSURE B
The clears an of floor joist shall r
P 1 meet o
Guide to Wood Construction in High Wind ,Areas
exceed the values set forth in 780CMR 8th Edition.
For one and two family Dwellings.,`
5.1 ROOF
Wind speed is equal to or greater than 110 mph;
Floor openings shall not exceed the lesser of
NOTE:
IT IS THE INTENT TO PROVIDE A CONTINUOUS LOAD
12'-0" or 50% of the building'
dimension, U2 or W/2.
PATH, THE INTERCONNECTION OF ALL FRAMING
3.2 FLOOR BRACING
ELEMENTS IS CRITICAL TO A WIND- RESISTIVE
Blocking and connections shall be provided at
BUILDING. A CONTINOUS LOAD PATH OF
panel edgesperpendicular to floor framing
INTERCONNECTED FRAMING ELEMENTS FROM
members In the first two'
truss or joist spaces
FOOTINGS AND FOUNDATION WALLS TO FLOORS,
and shall be 46'O.C. see Floor BracingDetail.
WALLS, AND ROOF FRAMING SHALL BE PROVIDED,
the span permitted for '
P p e 20psf roof live load
Aspect Ratio (L/W); 1.20
4.1 WALLS
1.1 SCOPE
Loadbeann walls shall no '- "' i
� t exceed 10 10 in height.
1.3 FRAMING
Non'-loadbearing wall shell not exceed 20'-0" In height.
Table F2301,2(4) Massachusetts Basic Wind Speeds
Provide minimum 1 by 8 collar/rafter ties at 32"
Town., Yarmouth, Basic Wind Speed 110 mph
4.2 EXTERIOR WALLS
Provide framing connections per General Nailing Schedule.
Maximum Loadbearing Stud Length
R301.2.1.4 Exposure Category
. ,-9 +1
2by 4 #2 at 1611 O.0 9
1 Exposure A: City
2 by 6 #2 at 16" O.0 9'-91'
2 Exposure B: Urban, Suburban
Maximumo -
N n iQadbearing-Stud Length
3 Exposure C: Open Terrain
2 by 4 #2 at 16" O.C; 11'-5"
4 Exposure D: Flat Unobstructed
2 by 6 #2 at 16" O.C. 18'-5"
Exposure B: Yarmouth
Gable' Walls
Guardrails in fill components; 50 psf
Shall be braced for a distance of at least 1/3
Table R301.2(5) Massachusetts Ground Snow Loads
of the building width with wood structural panels
Town: Yarmouth, Snow Load; 30 psf
or at least 90% of the building width with
8301.2.1.2 Protection of openings
gypsum wall board,
Windows in wind bome debris regions shall have
_
Story to StoryU lift and Lateral Connections see Detail.
:Glazed
Glazed openings protected from wind bome debris
In accordance with Large Missile Test of ASTM E
Studs & Headers at Wall Openings" see Table.
1996 and of ASTM E 1886.
Exception; Wood structural panels, 7/16" by 8'-0" 4.3 EXTERIOR WALL SHEATHING
Shall be permitted for opening protection In one Provide 7/16" wood structural panel sheathingon '
And two stn build' d 1
ry Ings (n actor ante with Tab a
8301.2.1.2 and the IBC. Contractor to provide labeled,
all exterior walls. Provide the minimum required
percentage ht sheathing see Tables
9 g a es 10 &
re- screwed
numbered, p wood structuralanels
P a
11 in the Wood Frame Construction Manual 110
to be utilized in the case of a hurricane.
MPH Ex. B.
R202 Definitions
Exterior wall sheathing shall be nailed with edge nailingas specified
P
Wind -home debris region. Areas within
" •
on Sheet A and '12 O.C. field, with 8d common nails.
hunicane-prime regions within one mile of the
coastal mean high water line where the basic
5.1 ROOF
Wind speed is equal to or greater than 110 mph;
Roof span shall not exceed 36'-0"
or where the basic wind speed is equal
Roof openings shall not exceed the lesser of
to or greater than 120 mph.
12'-0" or 50% of the building dimension, U2 or W/2.
1.2 APPLICABILITY
Roof slope shall not be greater than 12/12.
Two Story, 2,016 SF
5.2 WOOD RAFTERS
The clear span of rafters shall meet or exceed
Roof Pitch; 8/12
the values set forth in 780CMR 8th Edition. The
Mean Roof Height; 29'-1" t
maximum rafter span shall be limits 34 of
p d to 1
Building Length x Width; 36'-0" by 28'-U'
the span permitted for '
P p e 20psf roof live load
Aspect Ratio (L/W); 1.20
case, not to exceed 26-0".
Nominal Height of Tallest Opening; 6'8"
Provide Simpson H2.5 uplift connectors at each
1.3 FRAMING
Rafter or truss:
General framing connections shall be In
Provide minimum 1 by 8 collar/rafter ties at 32"
Accordance with 780CMR 8th Edition unless noted.
O.C. located in the upper third of the attic space
Provide framing connections per General Nailing Schedule.
and attached to rafters using 5-10d nails at
R301.5 Live Load
each end.
Minimum uniformly distributed live loads, Table R301.5:
5.3 ROOF SHEATHING
Attics with Storage; 20 psf
Attics without storage; 10 psf
Provide 7/16" wood structural ,
ra panel sheathing onallroofs.
Exterior Balconies and Decks; 40 psf
5.4 ROOF BRACING ENDWALL
Fire Escapes; 40 psf
Blocking and connections shall be provided at
Guardrails, Handrails 200 lbs.
panel edges perpendicular to roof framing
Guardrails in fill components; 50 psf
members in the first two truss or rafter spaces
Passenger vehicle garage; 50 psf
and shall be 48" O.C. see Detail.
Rooms other than sleeping; 40 psf
Sleeping Rooms; 30 psf
Stairs, 40 psf
R301.7 Deflection
The allowable deflection shall not exceed Table R301.7
Rafters greater than 3/12; L1180
Interior Walls; H/180
Floors and Ceilings; 0360
Exterior Walls, stucco; H/360
Exterior Walls, brittle; H/240
Exterior Walls, flexible; U120
—STUD WALL
--BOTTOM PLATE
JOIST OR TRUSS RAFTER @ 16" O.C.
CHURCHILL
a H2.5 0 EA. RAFTER t1
0 — - TOP PLATE
BLOCKING @ 48" O.C.
—STUD WALL
PROPOSED DnLLING FOR:
AAJON REALTY L.L.
SCALE: 1/4"_1'—O» APPROVED BY: DRAWN BY. S.J.1.
FLOOR BRACE DETAIL TYPICAL RAFTER TO PLATE CONNECTION DATE. 7/31/17 REVISED.
NOT TO SCALE NOT TO SCALE PREPARED BY;
JC ENGIINEERING,
1
51 MELGO LANE DRAWING NUMBER:
YARMOUTH, MA D
' _RA = �10.3't 4 SCHEDULE 40 PVC MIN. SLOPE 1% 9.4 - 10.3 .+ d S
FINISHED GRADE OVER CHAMBERS - p-�, r�-�
TOP OF FOUNDATION= � � .5O � FINISH GRADE OVER D -BOX � � t,� � . � I �, �, ��,, . , � � TES
PROVIDE EXTENSION RISER SLOPE @ 2°% MIN.
FINISH GRADE OVER TANK EL.= �
FINISHED GRADE WITH COVER OVER INLET & REMOVABLE WATER -TIGHT COVER OVER I INSPECTION PORT BOX TO 1 • UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FOUNDATION =9.5'± OUTLET TO WITHIN 6 OF F.G. 10.5'± RISER TO WITHIN 6" OF FINISHED GRADE l INSP WITH ACCESS O METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
-- -_ WITHIN 3 OF F.G. (SEE PLAN)
5" DIA. OUTLET(S) j CODE AND ANY APPLICABLE LOCAL RULES.
30"MIN. ACCESS 9" MIN. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
PROP. 4" SCH. 40 COVER (3 NP.) 36"MAX. ; PROVIDE EQUALIZERS ; DESIGN ENGINEER.
PVC SEWER PIPE 9„ MIN- ON EACH OUTLET (TYP.) 9" MIN.
PROP. 4" SCH. 40 36 MAX. 36" MAX. TOP OF SAS ! B.O. = 8.41' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED.
E
L - 231± 2" DROP MIN. 4. TO PREVENT BREAKOUT THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
' ,
M,N.s�oPe��� 6" 3" 3" DROP MAX. 3„ 9„LoPE @,% L - 4 t PROVIDE WATERTIGHT I ELEVATION = 8.41 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
J13" 4" PVC IN FROMLLJOINTS YP.n*n1. 8' r7.1
- „ 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
8.85' 14" SEPTIC TANK 4 PVC OUT TO t P. 13
SE OT -
21/
(iY ) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
8.30 LEACHING FACILITY 0.59' MYP)
t 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
5.55
6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.48" OUTLET TEE 8.2MIN. 8.05' 7.92' 7.33' (laid flat) 2.875' (34.5")� I
( I
7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE 6" CRUSHED STONE 5'0 (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
OVER MECHANICALLY (TYP.) 5' MIN. 14.38'
REQ D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
23.4' TO FOUNDATION I COMPACTED BASE i
5 30.0' � AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON NAVD 88 DATUM. BENCHMARK ELEVATION OF 8.68 ESTABLISHED ON
` 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE OVER MECHANICALLY GROUND WATER ELEV.= 2.33' A NAIL IN A UTILITY POLE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET: �
COMPACTED BASE I 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL. CHAMBERS (PROFILE) CHAMIBERS (END VIEW)
PROPOSED '1,500 GALLON CONCRETE SEPTIC TANK ¢ THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
n i 5'_ 11 (Dimensions perWiggin (Y 11FiLTRAT(RYSTE1, i3.}
LENGTH 10-6 WIDTH 5 -8 DEPTH _ A
� CRDSS SECTION VIEW 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
§sw _ .�... Precast Cor1LEp., Pacasset, M) ,-, . .�,,. 110- � ! J �--- �t.� /`'; 13
� � , r ; TO THE DESIGN ENGINEER.
((-�� " ,w ,. �'i. { 1, e•' p"..^.' g - �, �e 1 : '^,.d ..r 'a. � J 3 t � � .e° �.^e. d ^$ w.� t . 1 (/�
110. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
j NOT TO SCALE ` NOT TO SCALE NOT TO SCALE g
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
i 1 ti?i%• i 1 1 , , `3, 1,
REGULATIONS. OWNEWAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PROPOSED �,�I O I '
,, .,} tr l /r. APPROPRIATE AUTHORITY.
MAP 33 1,500 GALLON F , 1 \1 o
.,/.13
LOT 369 SEPTIC TANK �%, - 1 e r •. INSPECTOR: Amy Vonhone 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
_ _„ ,t
r ! • UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR }
PROPOSED ; ry 10" 0 l; ' i . I t EVALUATOR. John L. Churchill, PE CSE
Tt ,l. L,_ % I �1 • ° TRAVELED WAYS 1N WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
I
DISTRIBUTION /' -* ,r t , r
' -✓ / %J f: = • C.S.E. APPROVAL DATE: Nov. 1997
r� BOX 13, DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
t
-� _,, -` `` . • jj '� _ i June 7, 2017 }
'DATE:
9x3_
F7,,
(`,49x2 E d is _/ i _ ._ /
S85° 2 ' " , I �` �- P -`; - TEST PIT #: 1 114. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
•- i s j� 4 9x2' 4 20 E ` s -z
C; �} ; 4_1
=`' '.� - L.r- { E MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
103.70 r/ �" ELEV TOP = 9.00'
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
1 PROPOSED zw 1 ,� ,Q c
10.2'.... o �.. _ �.� ( Benchmark yr 4 �`�``"`� ' �.,��' I , : , ` � O � ELEV WATER = 2.33' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
INSPECTION PORT .-- ,--9 �? Nall in UP
- i
;-.
TPI --., .� o \ � _ ? `'�---,..,� ,x ��� �_ � ( _ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
.. , r- -;. �. EJ Elev. 8.68 i � � PERC RATE - -
t P 2 ,_. O �-" I _-----' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
30 °�t NAVD 88
PROPOSED TOTAL ( ) 9x0 _ I
.. 9x2 ch .- I DEPTH OF PERC -
16. PROPOSED PROJECT IS LOCATED WITHIN:
ARC 36 LEACHING 9x1; a �. 15.1' -'. j i ►.I. ! 1
CHAMBERS IN A FIELD \ \ Q.�
„ t- I► -- \ \ \ , �� \ I C7 E �',"✓' i' \ = I TEXTURAL CLASS: 1 ASSESSOR'S MAP: 33 PARCEL: 369.a [
CONFIGURATION � � i � a
��-� .. � � .� � , --_ o i ,.- ; ; LOCUS r �
(' ti I i , -) € ) L I OWNER OF RECORD: E$�G�� of �bu�S 4. 134nV�Bb
\ • RESERVE � .i l_r . ./' I -
t3 i
REMOVE AND REPLACE { <<, „ ,
r y
UNSUITABLE MATERIAL TO i` d �,/"�
" 1
1
a
3
C SOILS WITH CLEAN 30.0' /
COARSE SAND
.,� z � ` "tri. ._ I
iu
MAP 33
io,LOT 367 \ _ N V` ! 'ive-i n rn%�. ---� ' 30"
v m
s / 30.0' •€ / /eater ( ''
O 04 N
_
\ 28' o
°^o -. I \ i 92„
LOCUS PLAN
WSCALE: 1 -1000 120„
1 �
Loamy Sand
10Yr 312
Loamy Sand
10Yr 516
Fine -Medium
Sand
2.5Y 714
Mottling 80"
2.5Yr 5/8 -`
Standing 92"
j ADDRESS: 5 FOUNTAIN STREET
8.50' MILFORD MA 01757
f FEMA FLOOD ZONE AE(EL.11) j
I COMMUNITY PANEL # 25001CO589J (dated 7-16-2014)
6.50'
17. DEED REFERENCE: BOOK 1283, PAGE 259
18. PLAN REFERENCE: PLAN BOOK 110, PAGE 53
E� ZONING DISTRICT: R-25 I
ZONING REQUIREMENTS PROPOSED
MIN. FRONT YARD = 30' 36.2'
MIN. SIDE YARD =15' 35.7' 1
2.33' MIN. REAR YARD = 20' 39.2'
MAX. LOT COV. (by structures) = 25°% 9°%
MAX. LOT COV. (by structures/paving) = 40°% 14%
1.33' MAX. BUILDING HEIGHT = 35' < 35'
-1.00' I _ INI 4
j ' I 50x0' EXISTING SPOT GRADE
- PROP . � ,
< osEO
I -SIGN - «.- ^` -. z -- - 50 ---
/ n 4 BEDROOr,q 1DATA
1� t EXISTING CONTOUR
MAP 33
tDwELur�G � uT�-
-µ� ` : z 50 PROPOSED SPOT GRADE
LOT 368 TO = 11.5'± '
_ I �, ( f INSPECTOR: Amy Vonhone ?
SLAB = 9.0' I --- / w NUMBER OF BEDROOMS (DESIGN) 4 --, 50 PROPOSED CONTOUR
4 1.' Y .G
--8 -l} 1 I DESIGN FLOW 110 GAL/DAY/BEDROOM EVALUATOR: John L. Churchill, PE, CSE ,
Nov. 1997 x r... �.�..,.
n.. C.S.E. APPROVAL DATE: U, , ,. PROPOSED OVERHEAD UTILITIES
0 \ TOTAL DESIGN FLOW 440 GAUDAY I
1LL June 7, 201? E
\ I �' DESIGN FLOW x 200 % = 880 GAUDAY DATE: W--------1 PROPOSED WATER LINE
1G" flA!. Ft r ii
G USE PROPOSED 1,50 ! TEST PIT #: 2
0 GALLON SEPTIC TANK
/ La i TEST PIT LOCATION I
ELEV TOP = 9.20
I i ELEV WATER = 2.20'
39.2' .._--_-•--- 28' � I
Q PROPOSED 1,500 GALLON SEPTIC TANK
10" 0,1,4 C' PERC RATE _ < 2 minrnch
/ 36.2 INSTALL 30 - ARCI�36 LEACHING CHAMBERS
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE �
(SAS effective leaching area = 431 sf > 400 sf mina required - SEE NOTE 2 BELOW) DEPTH OF PERC = 32"-50" j
MAP 33 / Lu
t '
J PROPOSED DISTRIBUTION BOX
I I
/ '`� 1- Q o SYSTEM CAPACITY
LOT 369.01 I TEXTURAL CLASS: 1
•
OA!/- 12,662± S.F. i1 j O g (TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD r
20.0' .:�� PROPOSED ARC 36 LEACHING CHAMBER
w i (150) (4.8 SFILF) (0.74 GAUSQ.FT.) = 532.8 GAL. LEACHING I DAY
I I 0" 9 20'
_ LL I A
I s I g ! TOTALS: t 8„
TOTAL NUMBER OF CHAMBERS: 30
( ! E TOTAL NUMBER OF COUPLINGS: 0 B
ZONING SETBACKS I
% TOTAL LEACHING AREA: 720.0 SQ.FT.
-` 13M'
�oow �t4,� - ,7 TOTAL LEACHING CAPACITY: 532.8 GAL./DAY 30"
o c / 32
co 6 / Perc
NOTES:
3
/! N88° 3T 10"W 1.) EFFECTIVE LEACHING AREA OF 4.80 SFILF OBTAINED FROM THE C
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
r 89.63'=2a y CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER °
11` OAK / 13*1 PIN117s TECHNOLOGIES, LLC:, DATE OF REVISION: FEBRUARY 19, 2015, 84"
{",�i> MODIFIED JUNE 12,2015; TRANSMITTAL NUMBER = X264258.
/ 1.J NC . .
NOTES. 2.) SAS DESIGNED IN ACCORDANCE WITH STANDARD CONDITIONS FOR 94"
ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE
Pii 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE CERTIFICATION AND/OR APPROVED FOR REMEDIAL USE ?
F P ,;E 24" PI. - `(REVISED: MARCH 2O, ).
2015
/ OF EACH SEPTIC SYSTEM COMPONENT. i 120"
Loamy Sand
10Yr 3/2
Loamy Sand
10Yr 5/6
Fine -Medium
Sand
2.5Y 7/4
Mottling 84"
2.5Yr 5/8
Standin 94"
0 5 10 20 - 40 FEET
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF
y \ THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH --._--.. _ __ ... __.__ _ __I __
Ti";CE L!',iE - \ �-- .�.,_._�.��__�_�._ ______,_n.._.__.-._...._..._.__6..�,.�_,.�-_....._._�._.��.__.- - �...___..�___._...�.. - � oma°�Ac��� PREPARED BY:
TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL RESERVED FOR BOARD OF HEALTH USE I
-" � �L JG ENGINEERING, INC.
BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA: a CH11 ILL JR
- o i 2854 CRANBERRY HIGHWAY
I�1,/{ELGO LANE 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL �sr'�c ° EAST WAREHAM MA 02538
PLAN
s v Co SITE UTILITIES (WHETHER SHOWN OR NOT SHOWN ON THIS PLAN) TO THE ' ,�rs'(PRIVATE WAY) „- PROPOSED DWELLING AND OBTAIN ALL APPLICABLE PERMITS. i 508.273.0377
SCALE. 1 = 10 __ _
`_ Drawn By: SJI Designed By: SJI Checked By: JLC t Job No. 3823
Yarmouth Health Department
8.53'
PR
N . e Date
i
6.70'
1 7/31/17
SJI
JLC ADD PROPOSED WATER LINE & MOVE DECK
i
6.53'
REV. DATE
BY APP'D. DESCRIPTION
l
PROPOSED SITE PLAN
I
5.03
PREPARED FOR:
I
0
CHU y`
ILL JR.
SARAJON REALTY LLC
2.20'
0 C
" N .41W7
LOCATED AT
°
51 MELGO LANE
1.37'
S. YARMOUTH, MA 02664
1
1
SCALE: 1 INCH = X1OFT. DATE: JUNE 23, 2017
!}i�
so'
0 5 10 20 - 40 FEET
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF
y \ THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH --._--.. _ __ ... __.__ _ __I __
Ti";CE L!',iE - \ �-- .�.,_._�.��__�_�._ ______,_n.._.__.-._...._..._.__6..�,.�_,.�-_....._._�._.��.__.- - �...___..�___._...�.. - � oma°�Ac��� PREPARED BY:
TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL RESERVED FOR BOARD OF HEALTH USE I
-" � �L JG ENGINEERING, INC.
BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA: a CH11 ILL JR
- o i 2854 CRANBERRY HIGHWAY
I�1,/{ELGO LANE 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL �sr'�c ° EAST WAREHAM MA 02538
PLAN
s v Co SITE UTILITIES (WHETHER SHOWN OR NOT SHOWN ON THIS PLAN) TO THE ' ,�rs'(PRIVATE WAY) „- PROPOSED DWELLING AND OBTAIN ALL APPLICABLE PERMITS. i 508.273.0377
SCALE. 1 = 10 __ _
`_ Drawn By: SJI Designed By: SJI Checked By: JLC t Job No. 3823