HomeMy WebLinkAbout2022 Sign off Transmittal - Raise & Replace 2bdrm home .Jt-.Y ,_ TOWN OF YARMOUTH
* ...i° HEALTH DEPARTMENT
''.f,.,.if PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To he completed by Applicant:
Building Site Location:
Proposed Improvement:
Applicant: Tel. No.:
Address: Date Filed:
**If you would like e-mail notification of sign off please provide e-mail address:
Owner Name:
Owner Address: Owner Tel. No.: ‘ t ; - ` u
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: /47)(/(;a172, DATE: (2 / 7-'fie
PLEASE NOTE
COMMENTS/CONDITION Aa'(//- J� ',,� h1m'oi34
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ALBRIGHT RESIDENCE
6
Smiths Point Road
Great Island
Yarmouth, Massachusetts
ARCHITECT
Rough Sketch LLC
10P,
"s Street
Weterto.I W. 02472
}617.923.6@10)
STRUCTURAL ENGINEER
Simon Design Engineering
42 Wach nocar St #310
WelleelsY H115,tM02481
ren. ].2226)
-E-
Rev # Date Referent
LTH
Arch. Pel. #I 21831
D,.n B, SM/NO
Iseue Date l NOV 13, 2018
Scale'. AS NOTtO
A1.1
FIRST
FLOOR PLAN
®ESOGN DEVELOPMENT
PLOT OAIE: NOV 13,2¢18
OPEN
2
/
S 41
xa N TuaN oxo LL—'�
4.
2 SEC nd Floor Plan
Sca 1/4" = 1'-0"
LO
FT
2
IBING STACK VENT
'ER CLAD
ALBRIGHT RESIDENCE
6
Smiths Point Road
Great Island
Yarmouth, Massachusetts
ARCHITECT
Rough Sketch LLC
]0 PBAIips Street
Wat.BM M4. 02472
(617,926.W10)
STRUCTURAL ENGINEER
Simon Design Engineering
42 Washington St #310
Wellesley Hills, UA 02481
[)61.2]2226)
Profess onal5eal
El -
Ps'# Date Reference
Aftll Pr 1 #'. 21831
Drawn B, MrNc
Issue Date: NOV1s,2me
Scale: AS NOTED
A1.2
SECOND
FLOOR PLAN
DESOGN DEVELOPMENT.
PLOT DATE'. NOV. 13, 2018
L UNCLE ROBERTS COVE
2�
I _
n1,
STONE
.ISI.
SALT MARSH
— III,
_ �— ---
dI,
� 4
cc)9
.111. EDGE Of
all, C:7ip� — / BOilOM OF --10
10
TOP
/ —
a11.
LAWN
POPLAR6 OR�' 'A
_ — — X
14" Q 20' POPLA i6 P(�LA
EE PLANTING
/ NOTES FOR
J / / HATCHED ZONE I �^
a
,
BOULDER
N p
/
/ 14 OAK /
/ �� o OQpSEO
12" OAK D I WAY
L=149.59' +
/ / 0 CRUSHED. STONE
/ CRUSHED STONE pR0P0 \` E TE SURFACE
DRIP EDGE �
CB ALK s
MATCH Pq yFMENT FND
UTILI ES g� 7
�i \100 YR
CB / / FLOOD
FND i / I 1cicv=lx "' .0..
i
i' EpGF
i
i
6" OF 3/4' TO -
1-1/2' DIA. STONE
BELOW TANK
PROPOSED SEPTIC TANK
PRECAST REINFORCED CONCRETE
NOTE: CAPACITY: GALLONS EXISTING SEPTIC SYSTEM PROFILE LEACH PITS
EXIST.
ALL PIPE TO BE 4" DIA. SET TO EXIST. ELEV. (2 EXISTING)
PVC TIGHT JOINT WITH
MINIMUM SLOPE OF 1/8" NO SCALE
PER FT.
1 inch = 20 ft.
MINIMUM D -BOX
INSIDE DIMENSIONS
12•x12'
EXISTING "D" BOX D -BOX
SERVING AS MANHOLE ACCESS
INV. EL. AS EXISTING PLAN
BENCHMARK:
/ TOP OF STONE BOUND
�/ EL.=2.8 NAVD 88
ELECTRIC BOX
�
LIMIT
FLOWAGE AND TOP OF COASTAL
IMIT OF LAND SUBJECT TO COASTAL
J BANK EL = 13 NAVD88
50' FROM LIMIT OF
COASTAL BANK
(
TO FOUNDATION
,ING WALL
RESTORATIVE PLANTING
• GENERAL DESCRIPTION:
• RESTORATION OF THE HATCHED AREA TO THE NORTH OF THE PROPOSED DRIVE SHALL BE
TREATED AS DESCRIBED BELOW.
• THE SPECIFIC PLANT SPACING FOR SHRUBS SHALL BE CONSISTENT WITH THE SCALED PLAN
AND IN ACCORDANCE WITH NORMAL NURSERYMENS' PRACTICE TO ACHIEVE AN INITIAL
SUITABLE DENSITY OWING TO THE PROSPECT OF PROPER GROWTH FOR PLANTS FILLING IN
. SEVERAL GROUPINGS OF SUCH NATIVE SHRUBS AS NORTHERN BAYBERRY (myrica
pensylvanica), AND BEACH PLUM (Prunis maritima) ARE PROPOSED.
• SHRUB SIZE SHALL BE NO LESS THAN 3 GALLON
• WITH THE INVASIVE VINES AND GROUNDCOVER REMOVED, PLANTING HOLES SHALL BE
PROPERLY PREPARED IN ACCORDANCE WITH STANDARD LANDSCAPE PRACTICE.
• PROVIDE WATER AT REGULAR INTERVALS TO ALL PLANTINGS. DEEP WATERING IS
RECOMMENDED FOR THE FIRST 4 WEEKS, AND APPROX.1" OF WATER PER WEEK DURING
THE FIRST GROWING SEASON.
• THE GROUND AREAS TO BE RESTORED SHALL BE SET WITH THE SHRUB GROUPINGS AS
DECSRIBED ABOVE AND HEAVILY SEEDED ( RAKED IN) WITH A NATIVE FESCUE (any of the
native Festuca) MIX IN ADDITION TO SWITCH GRASS (PLANTS OR SEED - Panicum
vergatum), AND LTTLE BLUESTEM Schizachyrium scoparium, AREAS INTENDED FOR
RESTORATIVE GRASS COVER SHALL BE OVER -SEEDED IN COMBINATION WITH ROOTED
GRASS PLANTINGS AT A MAXIMUM O.C. SPACING OF 12 INCHES.
• GRASS PLANTING AND SEEDING SHALL BE DONE AT THE RECOMMENDED TIME OF YEAR
FOR THE VARIOUS SPECIES. FOLLOWUP INSPECTION IS REQUIRED TO ESTABLISH THE THICK
GRASS COVER.
SITE NOTES
1. ZONING CLASSIFICATION - R-87; CLUSTER SUBDIVISION SPECIAL PERMIT NO. 2829, AUGUST 19. 1991
2. PARCEL AREA 2.6 AC.
3. A PORTION OF LOCUS IS WITHIN FEMA FLOOD ZONE AE W/ BFE =13 AS SHOWN ON THE YARMOUTH
FIRM PANEL 25001C 07821
4. ELEVATIONS REFER TO NAVD88
S. PLAN REF.: LAND COURT PLAN 4075-P LOT 106
6. ON-SITE SURVEY PERFORMED IN JULY 2017
GENERAL WORK NOTES
1 S `0 ."). "'tFF `- 1%,- P Bg 1. ELEVATIONS REFER TO NAVD88. REFER TO THE BENCHMARK : A STONE BOUND ALONG THE�\) PSR NORTHEAST PROPERTY LINE. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL
0\ / pROPO ELEVATION INFORMATION.
2. THE SITE WORK IS SUBJECT TO MASS DEP WETLAND ACT AND YARMOUTH WETLAND BY-LAWS.
/
/ �0 REPLACE HOLLY REFER TO THE ORDER OF CONDITIONS ONCE ISSUED. REFERENCE IS MADE TO SPECIAL PERMIT
\ / DOOR SILL # 2829 ISSUED FOR THE "SMITHS POINT CLUSTER SUBDIVISION, AUGUST 19, 1991"; FURTHER
S / / SEPTIC TANK EL=17.7 REFERENCE IS MADE TO ANY SPECIAL PERMIT ISSUE FOR THIS SPECIFIC RAZE AND REPLACE
AOA. 3. PLAOEREFERENC
NECT ONCE SU
TOPOGRAPHIC SURVEY DATA PROVIDED BY SCHOFIELD BROTHERS OF CAPE
)Q COD, INC. SEPTIC SYSTEM AND WATER SUPPLY DETAILS ARE DERIVED BY CAPE COD
y9oF`SF H ,9286 LAWN ° 4. THEENGINEERSITEISG IMPACTED OBY ITHE AE FLOODSZONEHTO LATHE E EV. A �38CONTOUR.RMATION.
Q90 / \ WELL 5. EXISTING OFF SITE WATER SERVICE IS ADRESSED BY EASEMENT DOCUMENTATION RECORDED AT
THE MASS. LAND COURT. COPIES ARE AVAILABLE UPON REQUEST.
'YT 6. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE
&0 , \ STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH DEPT. APPROVAL FOR THE
DESIGN.
LP / e 7. A REPLACEMENT 1,500 GAL. H-20 RATED SEPTIC TANK IS PROPOSED TO SERVE THE NEW
p7pF \ DWELLING, UTILIZING THE EXISTING SYSTEM COMPONETS.
8. INSTALLER SHALL CONTACT ENGINEER AT TIME OF WORK COMPLETION PRIOR TO EARTH
/ ®�\ EX. SEWER / / COVERING FOR SYSTEM CERTIFICATION IF REQUIRED.
' / 9. CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING CONDITIONS
MANHOLE
/ ENCOUNTERED DURING CONSTRUCTION.
10. NO KNOWN POTABLE WELLS EXIST WITHIN 150 FT. OF THE PROPOSED SEPTIC TANK OR EXISTING
L=10.97' COMPONENTS OTHER THAN THOSE SHOWN.
11. SITE WORK SHALL INVOLVE ONLY NATURAL MATERIALS FOR SUBGRADE AND SUBBASE FOR
WALKS AND THE DRIVEWAY. RECYCLED MATERIALS SUCH AS "T" BASE AND / OR "ABC'
CB PRODUCTS ARE NOT PERMITTED.
' FND Q 12.REFER TO ARCHITECTS CONSTRUCTION DRAWINGS FOR EXACT BUILDING DIMENSIONS AND THE
Fa 6 \
O LANDSCAPE PLAN PREAPRED BY MARY LEBLANC LANDSCAPE DESIGN SHEET L-1.
DESIGN DATA
/ \ 10 HYD. LOADING
\ stir Fo°� ct: PROPOSED DWELLING - 2 BEDROOMS X 110 GPD/BR = 220.0 GPD
W SEPTIC TANK DESIGN
20' FT. WIDE WATER \ \ 9 p j 220 GPD X 200% = 440.0 GPD
EASE
/ PERPLY 1 911 SEPTICT A�� \ Fm I. A 1,500 GAL. SEPTIC TANK - ST 1500 -H-20 IS PROPOSED TO REPLACE
7S0 SYSTI.EMP DESIGN PLAN \ \ r J j THE EXISTING TANK
V EXISTING SAS DESIGN - 5 BEDROOM 1978 CODE APPROVED SYSTEM
CAPACITY
\ (PER EXISTING MUNICIPAL RECORDS)
\ \ *THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UN T RECEIVE[
\ % DEC, u3 2u18
HEALTH DEPT.
PROVIDE ACCESS COVERS / WELL
/
TO WTHIN 6 OF GRADE /
\ V
Yarmouth Health Department
APP OVED
ame Date
` = � 4vle
ALBRI GHT. D WG