HomeMy WebLinkAboutPS-20-4077'-0"
EDGE OF GUNITE
w I
F�
� I
II Lil I
I L
I
SPILLWAY PER
POOL STAIRS PER POOLI POOL CONTRACTOR
CONTRACTOR. SEE SECTION
'11/S -I' FOR MORE INFO. PROVIDE 2 LAYERS OF
I TYPICAL REINFORCING A]
PROPOSED POOL
SHARED SPA/POOL WALL
I —. I
MAIN DRAIN. SEE DETAIL
SPA DRAIN. SEE DETAIL
'15/S-1' EOR MORE INFO.
SPA BENCH LAYOUT PER
POOL CONTRACTOR
PROPOSED SPA
BENCH PER POOL
CONTRACTOR
I
I
POOL WALL (TYP I
I '15/S -I' FOR MORE INFO.
I
BENCH PER POOL
CONTRACTOR
I
I
POOL WALL (TYP I
I '15/S -I' FOR MORE INFO.
I. FOR ADDITIONAL POOL INFORMATION SEE POOL
L
I LIGHT (TYP.). SEF. DETAIL
— — — 14/S-1 FOR MORE INFO.
LOCATION PER POOL
CONTRACTOR
SECTION R326.
SKIMMER (TYP.). SEE DETAIL
3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED
'16/S-1' FOR MORE INFO.
PROOFROLLED NONORGANIC AND NON -EXPANSIVE SOIL
LOCATION PER POOL
WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND
CONTRACTOR
A MIN. 4" LAYER OF lye" COMPACTED STONE. ALL WORK
36'-0"
NOTE: SEE ENVIORMENTAL POOL SUBMITTAL FOR
ADDITIONAL INFORMATION. SKIMMER, DRAIN,
LIGHTS, ETC. SHOWN FOR ILLUSTRATIVE PURPOSES
ONLY ACTUAL LOCATIONS PER CONTRACTOR
EDGE OF GUNITE
10 POOL PLAN
APPROX. SCALE1/4" = V -0 -
36-0" MAX. LENGTH
16'-6" MAX. WIDTH
6'-0" MIN. 10'-6" MIN. DEEP END
SHALLOW END TRANSITION
EQ. STEPS WATER LEVEL
R11 -01f
MAX.
MAX SLOPE k
3 F-
1
CONC. WALL/FLOOR (TeP.). SEE DETAILS
'12 & 13/S -I' FOR MORE .NFO.
ROCK PACK: PROVIDE I" MIN. THICKNESS
OF IY2" STONE (a FLOOI. OF POOL (TYP.)
11 POOL SECTION
APPROX. SCALE: 1/4" = 1'-0"
13
6x87/6" SKIMI
WATER LEVI
EQUALIZER
(COMMERCL6
POOL DECK * CAP BY
OTMERS (TYP.) _-
._I 0
N X 411
FREE-DRAINING
STRUCTURAL
FILL (TYP.)
3" MIN. CLR.
EYP. - SOIL SIDE)
PROVID(- ROCS. PACK. SEF SFCTION
11 1/5-1 FOR MORE INFO.
CONTINUOUS BOND BEAM @
TOP OF WALL w/ (4) #4 BARS
(TYP-)
WATER SURFACE
POOL F,NISrl PER
CONTRACTOR (TYP.)
2" MIN. CLR.
'. - WATER SIDE)
#3 @ 1 2' O.C. EACh WAY
(TYP.)
8" MIN. 'GUNITE'
12 TYP. LOW WALL DETAIL
APPROX. SCALE: 5/8" = i'-0"
z_
v
N
NEW POOL LIGHT
(1 IOV 50OW).
GROUND PER LIGHT
MANU. SPECS. - -`
rf�nT- T
COPING
SEE DETAIL'12 & 13' FOR
TYP. POOL WALL REINF.
PROVIDE 3/4" 0 CONDUIT
TO DFCK BOX 12" MIN.
ABOVE WATER LFVFI.
PROVIDE ADD'L #3 BENT
BARS AS SHOWN (2 EACH
WAY - 4 TOTAL)
14 POOL LIGHT DETAIL
APPROX. SCALE: N.T.S.
16 SKIMMER SECTION
APPROX. SCALE: N.T.S.
POOL DECK & CAP BY -�
OTHERS (TYP.) //// ]l
w N
_ �---
O
FREE -DR. INIImo;
STRUCTURAL
FILL (TYP.)
3" MIN. CLR.
(TYP. - SOIL SLUL7
CONTINUOUS BOND BEAM @
TOP OF WALL w/ (3) #4 BARS
(TYP.)
WATER SURFACE
POOL FINISH PER
CONTRACTOR (TYP.)
A
2" MIN. CLR. C�Rr1'rl
WATER SIDE) SeArowF A
p1414l/NSp REQ,
#3 @ 6 O.C. (VERT. AXIS) eC%/QN
#3 @ 9" O.C. (HORIZ. AXIS)
10" MIN. 'GUNITE'
THICKNESS (TYP.)
EVtEWEp FOR 9I nLPINC ANC 2Ctii,.;� CODE COMPLI-
PROVIDE ROCK PACK. SEE SECTION ANCE, ERR F01
, , SSS;. �
I 1/5- !'FOR MORE :NFO. APP! IC�,NT c ONS 00 NOT RELIEVE THE
FROM THE RESPONSIBILli YUF "AS BUILT"
COMPLIANCE.
DATE:
7�-
BUILDING OF CIAL
13 TYP• HIGH WALL DETAIL
APPROX. SCALE: 5/8'
PLASTER TIGHT TO RING ANTI -VORTEX COVER
PROVIDE #3 TIE BAR'
AS SHOWN
PROVIDE ADD'L #3
HYDROSTATIC VALVE - BENT BARS AS SHOWN
r_ (3 EA. WAY - 6 TOTAL)
COLLECTION TUBE
2" LINE VACUUM BREAKER
TO 2nd MAIN DRAIN OR y2" STONE
SIDE SUCTION NOTE: DRAIN COVERS
SMALL BE VGB COMPLIANT
('1`5_MAIN DRAIN DETAIL
APPROX. SCALE: N.T.S.
THE ENGINEER'S STAMP ON THIS DRAWING
QUALIFIFS THE STRUCTURAL DESIGN ONLY AND
ASSUMES THAT THE FOUNDATION/FOOTING
BEARING SURFACE IS UNDISTURBED, OR
PROPERLY COMPACTED, NON-ORGANIC SOIL,
WITH A MINIMUM BEARING ALLOWABLE OF 3000
PSF AND THAT ALI. CONSTRUCTION WILL BE
PERFORMED BY QUALIFIED CRAFTSMEN IN
ACCORDANCE WITH THE 9TH EDITION OF THE
MASSACHUSETTS BUILDING CODE. AL.I,
DIMENSIONS AND ELEVATIONS ARE FOR DESIGN
AND REFERENCE PURPOSES ONLY AND SHOULD
BE VERIFIED AND APPROVED BY THE OWNER,
CONTRACTOR AND FRAMER. ON SITE
VERIFICATION OF CONSTRUCTION IS LIKELY
REQUIRED. IT IS THE CONTRACTOR'S OR
OWNER'S RESPONSIBILITY TO EMPLOY PHELAN
ENGINEERING TO PERFORM ON SITE,
VERIFICATION IF REQUIRED OR DESIRED. IT IS
ALSO THE OWNER'S OR CONTRACTOR'S
RESPONSIBILITY TO ASSURE THAT TIMELY
NOTIFICATION OF THE PROJECT PROGRESS IS
PROVIDED SO THAT ADEQUATE, ON SITE
ENGINEER PRESENCE IS OBTAINED. LIABILITY IS
SEVERELY DIMINISHED IF ENGINEER ON SITE.
VERIFICATION IS NOT PERFORMED. IN ADDITION,
NOTHING IN THIS STATEMENT RELIEVES THE;
CONTRACTOR OF HIS/HER RESPONSIBILITY
REGARDING THE PROVISIONS OF 780 CMR 107.
tH OF 4&1 p
s
IIHEAM M. �yv,
STRUCTURN 4
NO. 4931 ca
TER
.II'pt
DESIGN & PLANNING
REVISIONS
O DATE I DESCRIPTION
4,0, isliv A; -4 - 41 ;4 kiLi 7' A�,
STRUCTURAL &
CIVIL CONSULTANTS
76 CARLISLE ROAD
WESTFORD, MA
TEL. (978) 256-4014
PROJECT
SWIMMING POOL
ENVIORMENTAL
POOLS
CHIZMAS RESIDENCE
66A RIVER ROAD,
SOUTH YARMOUTH, MA
SCALE: AS NOTED
DO NOT SCALE OFF DRAWING
DATE: 07/11/2019
DRAWING TITLE
POOL PLAN,
SECTIONS,
AND DETAILS
CONSTRUCTION DRAWINGS
DRAWING NUMBER
19172-S-1
NOES:
I. FOR ADDITIONAL POOL INFORMATION SEE POOL
SUBMITTAL FILE BY THE POOL INSTALLER,
2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE
9TH EDITION OF THE MASSACHUSETTS BUILDING CODE,
SECTION R326.
SKIMMER CAP SHALL BE FLUSH
3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED
WITH COPING & CONRETE SLAB
PROOFROLLED NONORGANIC AND NON -EXPANSIVE SOIL
WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND
A MIN. 4" LAYER OF lye" COMPACTED STONE. ALL WORK
TO BE IN COMPLIANCE WITH THE AMERICAN CONCRETE
SKIMMER BASKET
INSTITUTE ACI -318-14.
4. SKIMMER, MAIN DRAIN, POOL LIGHT & RELATED DETAILS
i POOL STRUCTURE TO BE DESIGNED BY OTHERS AS
PROVIDE (2) #3 TIES
tEQ'D.
AS SHOWN
5. 'HE SHAPE AND DIMENSIONS OF THE POOL MAY BE
LLTERED WITH THE FOLLOWING CAVEATS:
A. THE MAXIMUM LENGTH WILL BE 36-0".
B. THE MAXIMUM WIDTH WILL BE 16-6".
C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR.
2" O PVC PIPE
D. THE DEPTH SHALL NOT EXCEED T-0".
OUT TO PUMP
E. THE RADIUSES SHOWN FOR THE DEEP END AND
PROVIDE ADD'L #3
SHALLOW END SHALL BE AS SHOWN BUT MAY BE
BENT BARS AS SHOWN
INTERPOLATED TO DEPTH.
@ 6" O.C.
F. THE PITCH FROM THE SHALLOW END TO THE DEEP END
SHALL NOT EXCEED THE PITCH SHOWN.
6. -IE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE
1TH THE 9TH EDITION OF THE MASSACHUSETTS
UILDING CODE, SECTION R326. LISTED IN THE 2015
I'TERNATIONAL POOL AND SPA CODE ARE THE
/)DITIONAL STANDARDS THAT WILL BE ADHERED TO,
ICLUDING BUT NOT (LIMITED TO THE FOLLOWING.
4104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY
GTALLED SPAS.AG 103.1-ANSUNSPI-5, STANDARD FOR
RSIDENTIAL IN -GROUND SWIMMING
PDLS.AG106.1-ANSUAPSP-7, STANDARD FOR SUCTION
FI RAPMENT AVOIDANCE IN SWIMMING POOLS, WADING
PDLS, SPAS, HOT TUBS AND CATCH
BSINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN
AD CONSTRUCTION.AG 105.2, AG 105.5 -STM F 1346,
PIFORMANCE SPECIFICATION FOR SAFETY COVERS AND
LIELING REQUIREMENTS FOR ALL COVERS FOR
SLIMING POOLS, SPAS AND HOT TUBS.AGI05.2-UL-2017,
SWDARD FOR GENERAL-PURPOSE SIGNALING DEVICES
A) SYSTEMS
THE ENGINEER'S STAMP ON THIS DRAWING
QUALIFIFS THE STRUCTURAL DESIGN ONLY AND
ASSUMES THAT THE FOUNDATION/FOOTING
BEARING SURFACE IS UNDISTURBED, OR
PROPERLY COMPACTED, NON-ORGANIC SOIL,
WITH A MINIMUM BEARING ALLOWABLE OF 3000
PSF AND THAT ALI. CONSTRUCTION WILL BE
PERFORMED BY QUALIFIED CRAFTSMEN IN
ACCORDANCE WITH THE 9TH EDITION OF THE
MASSACHUSETTS BUILDING CODE. AL.I,
DIMENSIONS AND ELEVATIONS ARE FOR DESIGN
AND REFERENCE PURPOSES ONLY AND SHOULD
BE VERIFIED AND APPROVED BY THE OWNER,
CONTRACTOR AND FRAMER. ON SITE
VERIFICATION OF CONSTRUCTION IS LIKELY
REQUIRED. IT IS THE CONTRACTOR'S OR
OWNER'S RESPONSIBILITY TO EMPLOY PHELAN
ENGINEERING TO PERFORM ON SITE,
VERIFICATION IF REQUIRED OR DESIRED. IT IS
ALSO THE OWNER'S OR CONTRACTOR'S
RESPONSIBILITY TO ASSURE THAT TIMELY
NOTIFICATION OF THE PROJECT PROGRESS IS
PROVIDED SO THAT ADEQUATE, ON SITE
ENGINEER PRESENCE IS OBTAINED. LIABILITY IS
SEVERELY DIMINISHED IF ENGINEER ON SITE.
VERIFICATION IS NOT PERFORMED. IN ADDITION,
NOTHING IN THIS STATEMENT RELIEVES THE;
CONTRACTOR OF HIS/HER RESPONSIBILITY
REGARDING THE PROVISIONS OF 780 CMR 107.
tH OF 4&1 p
s
IIHEAM M. �yv,
STRUCTURN 4
NO. 4931 ca
TER
.II'pt
DESIGN & PLANNING
REVISIONS
O DATE I DESCRIPTION
4,0, isliv A; -4 - 41 ;4 kiLi 7' A�,
STRUCTURAL &
CIVIL CONSULTANTS
76 CARLISLE ROAD
WESTFORD, MA
TEL. (978) 256-4014
PROJECT
SWIMMING POOL
ENVIORMENTAL
POOLS
CHIZMAS RESIDENCE
66A RIVER ROAD,
SOUTH YARMOUTH, MA
SCALE: AS NOTED
DO NOT SCALE OFF DRAWING
DATE: 07/11/2019
DRAWING TITLE
POOL PLAN,
SECTIONS,
AND DETAILS
CONSTRUCTION DRAWINGS
DRAWING NUMBER
19172-S-1
2u�
x
�3 22
q R71 NW �r-••--._. .1 nn• .ril 2h10 r
sar�.....3�-•..r. r.:.ro:,a-,.w+.s�.w��,esasan�.�r:"wa:.'eaa�tr�oae��s�ar�e.s.�.��ras:.`.Mrs.!).ym 11.`-i aal..,r+*.�•a,,,.,,,•.•.-�..��:�tmec:�..:.•
r . x x
58.00' EXISTING FEND+ 85.35'
/ x11.7
1%
% .t 7
7
44�
EXISTING GARAGE a o
U w . f / / // '.C) CV
El 4 In
11.3 t1ti
/ tt x11.3
t I
T x11.4
41 1 / , Nv,
`�� 1 \ ULNUHMAKK:
'��sl TOP OF CONCRETE BOUND
MAP 43 I o t d A \ ELEV, = 10.81 NAVD88
to PARCEL 37
/LOCATE & PRESERVE
EX. WATER SERVICE & °,- BUILDING SITE WITHIN
L
�' \ , o r" \ ;�' SEPTIC /(s�� U.U. U iI FLOOD ZONE "X"
k TANK �GFGJ x11.5' - D 1 `°,(SHADED)
Q x11.5 < ` cZ*► \ �1'
�� \ � \
r, A.LL_ DRY4I+ELL S TO BE 4"
.6' � \x 4' H LCB 600
=l I A' \ $-o w/ 1\ fT WASHED S
x ADD 10 STONE
UNITS X12.0
6OQ
t*
REPLACE REPLACE `- REMO f EX1
•7n RE LAV /t JI' D/n wC�i^ _- /: --__- ii•t:S nC.� .1�. 1�., i sa.
v,w v civ^ XX_ ----- - �Lt•P�0` - \ x l t l2
tK
`, ✓ COQ ' t�V--____ _ pc,�• ��, // �o o�l�p o j ��
d
orIto
/14P, tv
10o
MAP 43 `'\ �ti a s$P }��?�b,�' o�v� /� moo/ �� , i y
PARCEL 38
c
/0�
vo
Ot00rt' � '°.I . • � 1n. j
<11GO
93
9
_1 Lro boy
PLAN
20 10 0 20 60
1 inch - 20 ft
TOP OF FOUNDATION
EL. = 14.4
FINISH GRADE - 12.51
/ r/i:Yinw//. •rig,�Y//,.//i.�r!inr/i,�ii!,aii. !i!�.iii, i!! rii;ii!r!
/
/
I lso
j GAS
BAFFLE
6. OF 3/4' TO >�
1-172" DIA. ST(MiF�
BELOW TANK
EXISTING SEPTIC TANK
PRECAST REINFORCED CONCRETE
NOTE. CAPACITY: 1500 GALLONS
ALL PIPE TO BE 4" DIA. (H-20)
PVC TIGHT JOINT WITH
MINIMUM SLOPE OF 1/8"
PER FT.
MANHOLE AND COVER -MIN 24' DIA,
RAISE COVERS TO NITHIN 6'
OF FINISH GRADE
FINISH CRAD 1 _
E - 2
//,�///.ai,,a//.'//,�!i i,�. aii.�r.i.�7iiTyii .��//.�Y /.Y//.Y//�`i/�,�'r/i v .:a,.ii,;.r/i:.%/i:.//�h7//A///.�;'ii,�/i/:.i/i.�,c,;✓//.�
OBS. Poi r
PROVIDE SLEEVE
WATER SERVICE QS,�
�z
N...i
j REPLACE AD -BOX w/ D-6
UNE(5) EXITING D-u0X MUST
REMAIN LEVEL FOR 2'-0'
BEFORE PITCHING DOWN TO
LEACHING FACILITY
nrnr►n tf�1/(`rel L nnnr1r r
JCr` ou J IJ ICM rr�ur-ILC
NO SCALE
MAP 43
PARCEL 33
FLOOD ZONE STATUS NOTE
THE SITE IS AFFECTED BY FEMA - MAPPED FLOOD ZONES "X" (0.2% CHANCE)
A •Ir111\Ir'tl It /IT/I nrr rlf\/', tH Tt IV. nr'l^n~,l M/�I tI1^1111/•rlTr IN !t//TI.Iw/rl
M11v rc vvllll urL 1-LLr iJ. Irtl. rnvrvjtu vvlwllru �1t1:-1j vvltrluv rtVVv
ZONE "X" AS MAPPED BY YARMOUTH COMMUNITY F.I.R.M. PANEL
25001CO589J, DATED 7/16/14; THE BUILDING SITE LIES ABOVE ELEV. =11, THE
GIVEN "AE" B.F.E. FOUND IN THE BARNSTABLE COUNTY F.I.S. FOR THE RELEVANT
PROFILE STUDY TRANSECT # 133.
I.1
DEU OBSERVATION IIOLr t' I
'Test Date: Nvvt,;mba 25, 2009:
Witness: Auly Vool lone, KS, YARNIOUTlt IIG',LTII UL:PT.
PLiRFORMGD BY Darren Stever SUO 1614
ST Imation is on 2010 plan un file.
elevation
PROVIDE ADS
horizon
1600 BD UNITS
I
Color utuitting
(N-20)
I
��•
0 : 9 i A ( Ivanl. Sand
•
BOTTOM EL. -7.5
31.25+
IN
PROPOSED S.A.S.
l�.l
PROFILE
9.2-, li lann. •anu
1 ooro
1 2 3 4 5
(
8.9 . (-) 0. I
16'
17.0'
(�
END VIEW
T
Des. GW Et --1.5
MAP 43
PARCEL 33
FLOOD ZONE STATUS NOTE
THE SITE IS AFFECTED BY FEMA - MAPPED FLOOD ZONES "X" (0.2% CHANCE)
A •Ir111\Ir'tl It /IT/I nrr rlf\/', tH Tt IV. nr'l^n~,l M/�I tI1^1111/•rlTr IN !t//TI.Iw/rl
M11v rc vvllll urL 1-LLr iJ. Irtl. rnvrvjtu vvlwllru �1t1:-1j vvltrluv rtVVv
ZONE "X" AS MAPPED BY YARMOUTH COMMUNITY F.I.R.M. PANEL
25001CO589J, DATED 7/16/14; THE BUILDING SITE LIES ABOVE ELEV. =11, THE
GIVEN "AE" B.F.E. FOUND IN THE BARNSTABLE COUNTY F.I.S. FOR THE RELEVANT
PROFILE STUDY TRANSECT # 133.
I.1
DEU OBSERVATION IIOLr t' I
'Test Date: Nvvt,;mba 25, 2009:
Witness: Auly Vool lone, KS, YARNIOUTlt IIG',LTII UL:PT.
PLiRFORMGD BY Darren Stever SUO 1614
ST Imation is on 2010 plan un file.
elevation
-
depth (ill.)
horizon
te.xtule
I
Color utuitting
other
11.2 - 10.4
0 : 9 i A ( Ivanl. Sand
10YR 3'2
-
WATER PIPE
IN
WATER ER VALVE
l�.l
10.4- 8.9
9.2-, li lann. •anu
IOYR 6$
D
8.9 . (-) 0. I
27.1 135
C I pled. sand
2.5 Y 6/N
OVERHEAD WIRE
Depth to Uroundwaler - 126 " ( elev. = 0.7) Frimpter adj. = 1.5 ; Elm 2.2 = Rol: Well
MlX 29- Yung A: (AV I,I,wi ved r vlev 1.5 on 1111 1 X. 200 S: 1'1111 ad41slnlenf in nul�lilul
due tt, pruximity lu tidal water btxly Iluctualion.
PERC11ATL{-LESS'IIIAN 2 %IPI
CONSERVATION NOTES
Z. THE ti"JQRY AR P.A SHAT I. RF f;nNFIU-11 RY TL"JO Wt)RK I WITq WNFRF SNf1WN
CONSISTING OF STAKED FABRIC SILT FENCE BACKED BY STRAW BALES OR
AS DIRECTED BY YARMOUTH CONSERVATION COMMISSION, THE LOWER
LIMIT RELATES TO LANDSCAPE WORK AND THE UPPER RELATING TO
BUILDING WORK. THE WORK LIMITS SHALL REMAIN IN PLACE UNTIL THE
WnRK IS r0MPI FTE ARID THE AREA rl_FApFn nr MliUnp nCnpilz 1A1lTu
GROUND COVER RESTORATION.
2. NO HOUSE BUILDING WORK-RELATED ACTIVITY SHALL OCCUR BEYOND THE
UPPER WORK LIMIT.
3. ACCESS TO THE WORK ^ SITE SHALL BE VIA THE STREET FRONTING THE LOT.
A. I -i G TUG DATI!) QWAI I QC DI AA1T=n UCA%I! V IN!T. I
♦-t1•f-1. 1i-i•r..v.i V. 1.. -.Lillie viii •r•r. wr•rI ♦1.1 --✓11r.i�Aw l�-1 \•I\II
NATIVE PLANTS, GRASSES AND LOW GROWING SHRUBS. ORDER OF
CONDITIONS WILL MANDATE MONITORING AND SURVIVAL REQUIREMENTS. A
LANDSCAPE PLAN IS AVAILABLE FOR GUIDANCE,
5. CONTRACTOR IS REMINDED TO REFER TO THE ORDERf OF CONDITIONS ISSUED
inn TufACD! T/TV �V TU` V^Ei"v`r9wAV'vTu Vvi��F-f\YIAiiiVl� VVmmIVNIVIr1
6. ROOF RUNOFF SHALL BE CONTROLLED WITHIN THE WORK LIMIT UNTIL THE
SITE HAS BEEN STABILIZED WITH HEALTHY FUNCTIONAL SURFACE
VEGETATION.
7. DRYWELLS SHALL BE 6 FT. DIAM. X 4 FT. HGT. SURROUNDED BY A .
/%r1"1/-rhvrnit- tt?ThIIIC CI I n A "Atnl r of rr, %Altnr nr e a nl P%mt on; tr-r% n-rn►Ir
VVIIVL-1111\1v v1 V11L.. 1 IL -L -V, n Ir 1111. CI 1 1 1 . 111111.0E V1 I../ 111. L.rl\V�111L1J V 1 V11L-.
TWP PITS ARE PROPOSED FOR PATIO RUNOFF, ADDITIONAL DRYWELLS ARE
ADVISED FOR ROOF VOLUME UNTIL THE SITE STABILIZES
8. PROPOSED DRIVEWAY AREA SHALL BE GRADED AS SHOWN, SET WITH A
SUITABLE COMPACTED NATURAL GRAVEL BASE COURSE SURFACED WITH
n"IIng 1rtrnr^&1f_
%1-1%V%)§ IL -IJ J t VIrL.
ULNLRAL NU IES
1, ELEVATIONS REFER TO NAVD88. REFER TO THE BENCHMARK CONCRETE PROPERTY LINE MARKER ON
NORTH LOT LINE, CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY DATA PROVIDED BY SCHOFIELD BROTHERS OF CAPE COD, INC.
SEPTIC SYSTEM SAS DETAILS FROM A PLAN PRFPARFD RY DARREN MEYER, RS ON FILE AT YARMnUTH
MtALiH utPi.
3. EXISTING WATER SERVICE IS SLEEVED AS REVIEWED FOR GARAGE SEPTIC SYSTEM CONNECTION.
4. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE STATE
SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH DEPT. APPROVAL FOR THe DESIGN.
5. THIS PLAN IS BASED UPON A ONE BEDROOM ADDITIONAL FLOW TO THE EXISTING SAS AS CURRENTLY
APPROVED FOR 445.2 CPD AS INSTALLED AND INSPECTED BY THE TOWN. THE ADDITION REQUIRES
ni AnrllrhoT nr min nnlltr n1- rile Ann I('nnnn n. n nlrrllnnn Tn Tllr r';'Tllln n.' 111+T1) +l lnl.....R+ n7
1 {..rl Vl.lI1L1\f VI IIIV i\V IIJ VI to L I-IUJ 1VvVVV IJIvVlI1 VJVI\ IV It IL L/\IJ IIIVV j 0 VIII) I14VLVJIVII VI n
REPLACEMENT "D" BOX. ( "D-6".)
6. REPLACE THE STOCKPILED SUBSOIL ('8'+ HORIZON) PRIOR TO ROUGH GRADING AND TOPSOIL APPLICATION
AND LAWN SEEDING, LANDSCAPE IMPROVEMENTS SHALL BE AS DIRECTED BY THE OWNER.
7. FULLY COMPACT ANY PIPE BED TRENCHES BENEATH DRIVEWAY AREAS, PROVIDE SUITABLE BASE COURSE
PRIOR TO DRIVEWAY RESTORATION.
SD Ihlt`TAl I rD VIJAI I 1 r)KITAr'T rk1rwrrr AT Tlllr nr 'Vf Trll nnlmt rTlnrl rfnlnn Tn rA,-r I nn..rnlln ^nn
. I,.J +/'.Lt -VIS .JI Ii 1tiL veil lrlVl i.,I wInLL I r\I I l VI JIJILIII VVPIIi L"Ilvll i ISI VI\ IV Lrlt\UI vv'l l-IIIIv I v'•
SYSTEM CERTIFICATION IF REQUIRED.
9. CONTACT ENGINEER IF ANY, QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS ENCOUNTERED
DURING CONSTRUCTION.
10. THE SITE WORK IS SUBJECT TO MASS DEP WETLAND ACT AND YARMOUTH WETLAND BY-LAWS
11. NO KNOWN WELLS EXIST WITHIN 200 FT, OF THE PROPOSED SEPTIC TANK OR EXISTING COMPONENTS.
7'-T' .•,m I.+ ern. rn ny ^r
DESIvTv D IH
HYD. LOADING
PROPOSED DWELLING 4 BEDROOMS -I- GARAGE SECOND FLOOR SPACE W/ 1 BR
= 5 BEDROOMS X 110 GPD/BR = 550.0 GPD
Ste iiG TANK DESIGN
550 GPD X 200% = 1100.0 GPD
A 1,500 GAL.!, SEPTIC TANK - ST 1500 -H-20 EXISTS FOR USE
1
r
EXISTING SAS DESIGN (PER EXISTING RECORD DESIGN)
PERCOLTION RATE = 2 MPI
4 ROWS OF (5) ADS BD UNITS - TOTAL LENGTH = 128 L.F. ® 4.7 S.F. /. LF =
601.6 S.F. X 0.74 GPD = 445.0 GPD _
PROPOSED SAS- b KUVVS U" � ADS BD UNi I J - (DISCOUNT "CONTOURED
WEDGE" IN ORIGINAL DESIGN) !,
(6) ROWS X (5 UNITS) X 6.25 FT. / UNIT = 187 LIN. FT. X 4.7 S.F./L.F. = 881.0
S.F.
881.0 S.F. X 0.74 GAL. / S.F. / DAY - 652 GPD
TOTAL LEACHING DESIGN CAPACITY = 652 GPD
*THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT
i Fr�Nn
EXISTING ELEV. CONTOUR
- - - -&- - - -
EXISTING SPOT GRADE
x11.5
ppnDnern con'r rD A nr
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PROPERTY LINE
-
WATER PIPE
IN
WATER ER VALVE
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DRYWELL
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FENCE LINE
UTILITY POLE
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OVERHEAD WIRE
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NANTUCKET SOUND
YARMOUTH, MA
KEY MAP
NO SCALE
RIVERS PRnTFCT10N ACT DATA Cl{ro1"JiARY
66A RIVER STREET, SOUTH YARMOUTH
DEP FILE N0. SE83- 2041
(AMENDED OCTOBER 19, 2017 )
(SECOND AMENDED MARCH 5, 2018)
•
RIVER- BASS RIVER -TIDAL
• 200 FT. RIVERFRONT AREA (RA) MEASURED FROM.THE MHW LINE AT ELEV. = 0.9 NAVD88;
MHW LATERAL LOCATION IS BEACH SEDIMENT DEPENDENT; LOCATION ESTABLISHED: JULY
215
EXISTING CONDITIONS
• TOTAL RA ON SITE = 24,000 S.F.
EXIST. DEGRADED / DEVELOPED, NATURAL AREA WITHIN THE TOTAL RA
• EXIST. HOUSE = 2,100 S.F.
• EXIST. DECK = 310 S.F.
• EXIST. DRIVEWAY = 2,050 S.F.
TOTAL = 41460
• LAWN AREA =12,050 S.F.
• NATURAL AREA, BEACH, COASTAL VEGETATION = 7,210 S.F.
DEGRADED / DEVELOPED AREA WITHIN THE 100 FT. RA
• EXIST. HOUSE 250 S.F.
• EXISTING DECK = 255 S.F.
• EX6TiNG NER WAiKWAY =160 S.F.
TOTAL = 665 S.F,
• EXISTING LAWN = 3,490 S.F.
CONDITIONS( tihiENDED) - -
I v T AL RAS V N 5' T E- Z4,vVv 5.r.
PROPOSED DEGRADED / DEVELOPED AREA WITHIN THE TOTAL RA
• PROP. HOUSE = 3,460 S.F. (2,295 S.F. WITHIN OCCUPIED LAWN AREA;1003 S.F. WITHIN
EXISTING DWELLING PROJECTION.)
• PROP. PATIO. W/ POOL = 2,254 SIF; (928 S.F..00CUPIES EXIST. LAWN, 1,326 S.F. W/IN EXISTING
'n'G IPr A111•U ry.--•.♦ r-\/1Tn+-1-.,-'I
nvwc Ailvv.vcl.n toll t rnur t) .
PROP. DRIVEWAY = 76S S.F.
TOTAL = 6,479 S.F.
PROPOSED DEGRADED / DEVELOPED AREA WITHIN THE 100 FT. RA
-PROPOSED PATIO / POOL=1,086SIF. ( 581 SF OCCUPIES EXIST LAWN, 505 S.F. WIN
EXISTING HUUyE ANI) VELK LUCA1 IUN
-PIER WALKWAY =160 S.F.
TOTAL -1,246 S.F.
NET CHANGE - EVALUATION OF DEGRADED AREA
WITHIN TOTAL RA - 2,019 S.F. INCREASE OF BUILDING AND PATIO; ADI. FOR OCCUPIED LAWN =
REDUCTION OF 3,524 S.F. OF LAWN AREA.
WITHIN 100 FT. RA - 581 S.F. INCREASE ( PATIO SURFACE; ADJUST FOR OCCUPIED LAWN =
pCnl lrTl/Tp1 nr roi C r 1 AI1111"1 / 7•In rAAn 1n m nrvrn)inT rnnnA rllr nA nrnrnnneAmrr rrAnlnAnn
i1r'vvvilVl• Vi JVi v11 • 1J'11r14 t JiV VIM\ iV. Vt.,V. 61%l irll I I I1VIrl 1111- 1\/'\ i Lm V1\Irll"1IrL-L. .J I 0`111Vr11%V
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SITE PLAN
66A RIVER STREET SOUTH YARMOUTH, MA
CFIIZMAS.DWG
Yarmouth Health Department
ROVED
Name Date
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ASSL'SSURS MAI' 43, PARCEL 37
PREPARED FOR
JEFF CHIZMAS
MARCH 5, 2018 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
r,.n. RO,'< 1517
EAST [)ENNIS, MA 02641
508-385-1445