HomeMy WebLinkAbout68 Harbor Road - By Law Only - Site Plan002acCEss covERs Musr BE Wi rrriN l N VER T FL E VA
b' OF FINISH GRADE T I ONS: DES I GN CR 1 TER l A GENERAL NOTES:
PORT 3` MAXIMUM COVER
FIRST z� rD INVERT AT BUILDING. 11.5 DESIGN FLOW:"
14.91
BE LEVEL INVERT IN SEPTIC TANK: 1/•25 4 BEDROOMS AT 110 G.P.D. PER 11 THIS PLAN lS FOR THE DESIGN AND CONSTRUCTION
INVERT OUT SEPTIC TANK: 11.0 BEDROOM EOUALS'440 G.P,D, OF THE SEWAGE DISPOSAL SYSTEM AND 'PERMITTING
t a/AMPiP INVERT IN DIST. 80X: 10.67 PURPOSES ONLY.
CLEAN SAND BACKFILL ,
11.5 11.0 10.5 1!' AROUND AND 2' OVER CHAMBERS IN'GERT OUT DIST. BOX: 10.5 NO GARBAGE GRINDER
11.25 Gas 10.67 + 10.42 1 9.5 r 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS
INVERT IN LEACH CHAMBER. 10.42
.eAFFLE SEPTIC TANK. REQUIRED: - SET, SEE. SITE PLAN.
3 OUTLET 13 HIGH CAPACITY INFITRATOR BOTTOM OF LEACH CHAMBER: 9.5
CHAMBERS IN TRENCH FORMATION SEFT�CP D. X 200x -.880 GAC.
D BOX ADJUSTED GROUND WATER: 4.2 TANK PROVIDED: 1500 GAL. MIN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
1500 GAL OBSERVED GROUND WATER: 2.9 MAINTENANCE OF THE SEPTIC SYSTEM SHALL
SEPTIC TANK 6' CRUSHED STONE OR - - -
BOTTOM OF TEST HOLE Fl 2.4 SOIL ABSORPTION SYSTEM REOUIR£0: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
p / COMPACTED BASE INDEX WELL M!W 29. ZONE A DESIGN PERC RATE C:5 MIN/INCH BOARD;OF HEALTH REGULATIONS.
RDF t L E : NOr r0 SCALE FEB 11 READING-7.7' ADJ-1.3' SOIL TEXTURAL CLASS 1
440 GPD / 0.74 GPD/SF - 595 S.F. REOU 4. ALL SEPTIC CT TOMVEHIC NEWTS TRAFFIC
LOCATED UNDER
EFFLUENT LOADING RATE 0.74 GPD/SF
- (RED AREAS SUBJECT VEHICULAR TRAFFIC OR GREATER
% THAN 3' IN DEPTH SHALL BE CAPABLE OF W1TH
PROVIDED: 13 HIGH CAPACITY INFILTRATOR STANDING H-20 WHEEL LOADS.
4 z - Ew J o CHAMBERS, 81.25'x 7.79 SF/FT 633 S.F.
hS.F. x 0.74 468 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
5 633 S.
GE
OF, roD APPROVED EOUAL.
`o IOT.pO E� Fw 2 t-
w T}. PIT
7 T
LIQ !!•E r QR1�lM_ir Sol L TES 1- l I DA ! A® 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED
VYi o o
12"1 I ? TO BE INDICATES p INDICATES PRECAST CONCRETE OR APPROVED POLYETHYLENE.
REMOVED , PERCOLATION OBSERVED BOTH SHALL E_ WATERTIGHT, D-BOX SHALL BE WATER
SPLr�A�I Ezr t�NB = 100 SF ` TEST ? GROUNDWATER
TESTED FOR LEVEL WHENTHERE1S MORE THAN ONE
ISOLATED
WETLAND P # l
T Durc£r.
/'o{Si tNY OaRA°E'PROPOSED: mt -. Ewa 10.255: 5. F.
T09 7. 05ED 2 STORY _ T. HORIZON TEXTURE COLOR 7. BEFORE CONSTRUCTION CALL 'OIG SAFE'.
3 `o r r/pe°STDpv ADD rr/oN_ LAWN o. v O 12.9 1-888-DIG-SAFE AND THE LOCAL WATER DEPT,
° o.
DRIVE
FILL FOR LOCATION OF :UNDERGROUND UTILITIES.
DR .. _. PROPOSED- o+ EW
l3 H/GH CAPACITY TY -�, . - } I. STORY : \5.6 22' .. .. .. ........ 11. i
ADD r Ti ON: 8. -EXISTING SEPTIC SYSTEM TO BE PUMPED DRY,
/�y'� /, /-C
INFILTRATOR CHAMBERS � � + • '
CONSER VA T I ON �, NO TES : riDEcx OVER s T REMOVED ALONG WfTH ALL CONTAMINATED SOIL
REMOVE AND ` i + 44
RELDCATE GAS LINE -.' -+ -; _ \� . AND BACKFILLED WITH CLEAN SAND.
BM. ON GG -�.�� 20'PROPOSED 1` ' - 100 SF WITHIN i' !. MEDIUM IOYR - -
!, THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT ft-12.9 �4•
ADD/ =50• SETBACx o l ! SAND 6/6 9. NO DETERMINATION HAS BEEN MADE AS TO
0
�E EW 5
FENCE AS REQUIRED BY THE. CONSERVATION' COMMISSION. 7- - " X'StrNG ppop°' :. COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
THE FENCED WORK LIMIT SHALL CONSIST OF A CONTINUOUS, ` Zrya - f2 SJORI DECK' �_ - -
REGULATIONS. IT SHALL' REMAIN THE CLIENTS
STAKED. DUG !N FABRIC SILT FENCE. THE FENCE SHALL
RESPONSIBILITY TO OBTAIN ALL PERM/TS. SPECIAL
REMAIN IN PLACE UNTIL THE D / STURBED GROUND I5 `� v Box sEccND \ ~ _ 44 '
/� �7 PERMITS:-VARIANCES -ETC: FOR THIS PROJECT.
STABILIZED COMPLETELY. PROVIDE ALTERNATE SILT FENCE o. FLOOR OVER f \ LAWN - L O :T 4 O
SUCH AS STAKED h'AYBALES /F NEEDED AS DIRECTED BY THE �. PSI A • D .-, - +- - EW�•6 10. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
II.786 S.F.
CONSERVATION COMMISSION, Q- _ '.� i p�'pYE p1Nj5,s �, TO HAVE THE PROPOSED BUILDING FOUNDATION
o PEpLppN 9� o _ T 120' 2.9 DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE o0 ` 9L' eECstopr Z - 126 - 2.4
AND SOIL CONDITIONS AT THE LOCATION OF THE
WETLAND SIDE OF THE WORK LIMIT. , rsooGALCO.N m : �^ PROPOSED BUILDING.
SEPT! TANK DECK i ti" o DATE: FEBRUARY 16. 2011
3, ROOF DRAINS SHALL 8E DIRECTED TO SUITABLY SIZED
i ��s �: TEST BY: STEPHEN HAAS
+°- WITNESSED BY: PHIL RENAUD
ORYWELL S OR STONE FRENCH ALONG THE DRIP LINE FOR `=� �• REvLACE AND _-
p EXPAND DECK PERC RATE: ( 2 MIN/INCH
SrORMWATER RUNOFF CONTROL:' =
za �'� � {07`30
I
4, MiTIAL �SOJL STABILIZATION WITHIN THE WORK LIMIT -�" �0 :^.. j0,-
o_ 16'
SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR O * 5 IZ,
LOAM AND SEED WEATHER PERMITTING.
5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL 8E VIA b SCE r .ANEW #A TER LINE
THE STREETSIDEOF THE PROPERTY Wf7H LIMITED ACCESS f UP 23612
AS SHOWN AROUND THE PROPOSED DWELLING SITE. �.. -ti a'.�,i _A
3/ Z I �Z•'1v C' > 7 �r r
6. ALL DEBRIS SHALL BE LADED FROM THE SITE AS IT IS --
PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE
HANDLING FACILITY.
7: REFER 70 ANY ORDER OF CONDITIONS ISSUED FOR THE
S/ T E P L ,4 /�/ O F L A NLS
PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION
COMMISSION: 68 HARBOR ROAD . MAP 2 / PARCEL 7
PREPARED FOR
LEGEND
!^ ce
CONCRETE BOUND f-� / V I K/ V �.� i R
W m -W-; WATER LINE S CA L E : / - .20 M! R CH 17 . .2011
p
_ O HYDRANT
GAS -G-i OVER INE
HEA EAGLE SURVEY 1 NC I NC
-OHW- OVER HEAD WIRES s
I LIGHT POST 923 R o u t e 6A
LOCUS -E- UNDERGROUND ELECTRIC LINE �+ =� Ya rmou t h p a r t MA . 02675
-T UNDERGROUND TELEPHONE LINE/i% Ir�,r41\ 508 362-81 32
LEWIS RAY CTV UNDERGROUND CABLEVISION LINE �11t/ 508) 432-5333
+ 40.4 SPOT ELEVATION
1-40--J EXISTING CONTOUR u
•nom. jg'pj
PROPOSED CONTOUR
LOCUS MAP O l0 20 40 JOB NO: 11-003 FIELD:CF311EEK'' CALL: SAH/CFW CHECK: CFW DRN: SAH
_ _ - _
I