HomeMy WebLinkAboutSite Plan Review - 2-18-2020LEGEN D
- 99 - EXISTING CONTOUR
X 99�7 EXIST. SPOT ELEV.
-[99]- PROPOSED CONTOUR
�98•4] PROPOSED SPOT El.
T�Hy1
i."r TEST HOLE
Y
2� SLOPE OF GROUND
rQ� UTILIlY POLE
� FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY MPEAFt IN OF
�DCE #18-422
#147 SYSTEM DESIGN: '
GARBAGE DISPOSER IS NOT ALLOWED '
DESIGN FLOW:
2 BEDROOMS � 110 GPD = 220 GPD I
1075 S.F. SUPERMARKET � 97 GPD/1000 SF = 105 GPD
USE A 325 GPD DESIGN FLOW '
NOTE: NO SEATS ALLOWED
SEPTIC TANK: 325 GPD (2) = 650
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK
U5E A�0�0 GAL GREASE TRAP FOR KITCHEN FLOW ,
LEACHING:
SIDES: 2(33.5 + 12.83) 2(.74) = 137 GPD ',
BOTTOM 33.5 x 12.83 (.74) = 318 GPD
TOTAL: 615 S.F. 455 GPD '
USE (3) 500 GAL LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
, MA
APPROVED DATE BOARD OF HEALTH
m�---- I �
EXISTING CONDITIONS
2' CAST IRON COVERS TO GRADE OR CONCRETE 2' CAST IRON COVERS TO GRADE OR CONCREfE
COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER
46.5' �.�.���,��„ ,�� ,.� ,.,...�.. ...._� ----�--
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
�
ALL SYSTEM COMPONENTS SHALL BE -
MARKED WRH MAGNEfIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2' CAST IRON COVERS TO GR4DE OR CONCRETE
COVERS TO WITHIN 6' GRADE, COORDINATE W/ OWNER
�� BLOCKS OR
. e' MiH. SUMP '�:" 4"0SCH40 PVC �� MORTAR ALL PRECAST RISERS
t2" n+iN. iNr. oi�n. =- PIPES LEVEL 1ST 2' �4� . COMPONENTS H-20 �
(iYp.) INV'S EL. 43.5 4'
*�- 30' ENDS SIDES
45.26 Tee 44.91 � TEE TEE : 4 0: ���� '���� ���� ,.-���� a,o[ t
NOTE: 7W0 SEPTIC PIPES s4• � 44.31 � WATERTEST D'BOX o� °o ����������� � ���������
GPS BAFFLE re[ � o� o 0 0 0 0 ���� ����� ��0���� � °
GAS BAFiLE :• o00000000eo� o000000 �l �°000°o°o
. ' FROM BUILDING REQUIRED; vs avnt ,_ y,^ �o�o o�a� �°'
. .. 45.01 � � - �.� � FOR LEVELNESS �" ;%000 ° ��������� � ��������LJ�� �oe0000°�
"� 1�pd0 GAL H-20 - � o ��°o°000°o
1500 GAL H-20 :, 4' LIO. LEVEL o°o 0 0
.;; ``.:.. GREASE iRAP 12" SEPTIC TANK 43.77 43.6 io°000000 0 o aoa
•. , ,. .. ... .. .. � . � :: ACME OR EQUAL , . ''°c°o°o
,. . -
�. o°o°o°o°o�oo�O�O�Oo°o�o°o°o°o°o°o°o°o°�O�Oo°o �00000000p0000000a00000°o°o�o°0000000eo°o°0000 . .
�000aoao�a�_ o,°�o�o�000eopo�o�o�o�o�o�o,°�00000. �0000000�o�o�o�o�o�ooaooao�o(°,o�o�o�o�o�00000, H-ZO rJOO GAL. LiACHING CHAMBER BY ACME PRECA$T OR EQUAL.
�'THE INSTALLER SHALL VERIFY THE LOCATIONS 3/4"_1_1/2" DOUBLE WASHED STONE 4' MIN.
OF ALL UTILITIES AND ALL BUILDING SEWER L_ 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED
� OUTLETS AND ELEVATIONS PRIOR TO INSTALLING COMPACTION. (15221 [2]) �� 6" CRUSHED STONE OR MECHANICAL OVER4LL DiMENSIONS TO OUTSIDE OF STONE: 33.50' X 72.83'
ANY PORTION OF SEPTIC SYSTEM COMPACTION. (15.221 [2]) �
� NOTE: TWO SEPTIC PIPES FROM BUILDING REQUIRED; � � �. ^
SEPTIC PIPE FROM BUILDING TO GREASE TRAP FOR � ' ����
KITCHEN WASTE ONLY. SEPTIC PIPE FROM BUILDING 3•4 �� 5 0 � �(_y SLOPE) 1
TO SEPTIC TANK FOR SANITARY WASTE ONLY. �-� SLOPE) � (_9, SLOPE 2•0 > (_Z SLOPE)
DUAL-COMPARTMENT H-20 � LOCUS MAP
FOUNDATION 19� - GREASE TRAP 2� SEPTIC TANK 27� D� BOX �2' LEACHING
20'
. ���', ( 5_O% SLOPE) .
� c _ _. __ __ _ __ ----- ---"" �--- �
� --____�-- � E�---,���, � �-�(`""r`'���
_ _ _. _ -- _ �. _ ______ � � � „.a3'�i.1 � f C;
�---�"--�
� � �iil �n� � � l
�r� ,�f � � �� �� MAG�NAILRK:
:�� 1 =43.8' NAVD88
. `'� LP ? ��A I BLE IDT STATE HIGHWAY) =??�
f;� +
� E�� RIM 43.4� ����' � � �;, �
4" SCH4
CHARCOAL FILTER AS
SHOWN PLAN VIEW
PITCH BACK TO SAS,
NO LOW POINTS.
�� r".;a INV. 39.4 _. 1 fi"� ..�Y/" �% � G,2Ar1ITr� Cuftg
M H'4�
RIM 43.0
INV. 39.7
C81
AI1A d9 R
7�"o�G.'z�"v.�ni�E' iiP
�'ii�41 TGL �t-tRtit�i� t�iG`
1/t�! FR[E Gf�RNT
`J�3 2�?�3 Pk,^,E 236
, --. _.�.� _ ._, / �
� ����
� REMOVAL OF UNSUITABLE SOIL
4ROUND PERIMETER OF LEACHfNG
)OWN TO SUITABLE SOIL LAYER. F
MTH CLEAN MED. SAND, TO MEET
�
��v��.�� R5FHRL7 �
.--� r�_
�.�...�✓�.Tw -ry- M-L-'^��( L
S I I
TEST HOLE LOGS 1-5
ENGINEER: ARNE H. OJALA, P.E.
WITNESS: SUSAN RASK
DATE: 12�13/1984
PERC. RATE _ < 2 MIN/INCH
CLASS � SOILS
ELEV. ELEV. ELEV.
o.. 4 47, a. Q 49. o� 4 49.
TOP TOP TOP
& &
SUBSOIL SUBSOIL SUBSOIL
32" 18" 12"
TILL TILL TILL
& & g�
108" SAND 38� � 02„ SAND 40.5' 96" SAND q ��
FME FINE FINE
SAND SAND SAND
126" 36.5' �56" 36 756" 36'
TILL
&
STONES
180" �J 32' 180" �� 34_ 180"
NO GROUNDWATER ENCOUNTERED
COMPACi BACKFILL IN 6"
LIFTS (TYP. ALL DR4INAGE)
MIRAFI 14DN FABRIC OVER H-2D
� PRECAST
FABRIC LINE ALL SIDES OF DRAINAGE\ RISERS i
v vi� tz2
�� F; t,9 <v;
3 D;3 �`: "r�
�
� �
��
PROPOSED CONDITIONS
HEAW DUtt H-20 COVER
LABELED 'DRAIN' F&C
ORILL (2) 1"0 HOLES IN COVER
FACILITY ADJUSTED GROUNDWATER EL 33.7 SCALE 1"=2000't
s2.o' BOTfOM TH-1 ASSESSORS MAP 122 PARCEL 127
NOTES NO GROUNDWATER FOUND
t. DATUM IS dAW 88 LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD AS
2. MUNICiPA� WA7ER IS Avai�ne�E. SHOWN ON COMMUNITY PANEL #25001C0559J
3. MINIMUM PIPE PITCH TO BE t/8" PER FooT. DATED 7/16/2014
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE �f i}Cq7�7- I.v'T- �OP. VSE - 1�$��E�N(.F OYrc(L• CoM^�E-NCW�..
AASHO H-�Q ����N
5. PIPE JOINTS TO BE MADE WATERTIGHT. ZONING SUMMARY �147
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Wlhl ZONING DISTRICT: B-1 BUSINESS DISTRICT
s�o crnR is.000 (nnE s.) REQUIRED:
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED MIN. LOT SIZE 25,000 S.F.
FOR LOT LINE STAKING OR ANY OTHER PURPOSE. MIN. LOT FRONTAGE 150�
MIN. FRONT SETBACK 30'
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. MIN. SIDE SETBACK 25�
9. COMPONENTS NOT TD BE BACKFILLED OR CONCEALED WITHOUT MIN. REAR SETBACK 20�
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM MAX. BUILDING COVERAGE 25�
BOARD OF HEALTH. MAX. LOT COVERAGE 70%
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE
UND RGRO ND &30VERHE DRUTILIIIES PRIOR TO�COMMENCEMENT OF OWNER OF RECORD
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BARROWS GROUP ATLANTIC REALTY TRUST
BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 2929 PONNI MOI ROAD
HONOLULU HAWAII 96815
72. BUILDING MOUNTED LICHTING SHALL NOT CAUSE GLARE FOR
MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES.
REFERENCES
DEED BOOK 32347 PAGE 116
PLAN BOOK 20� PAGE 49
ELEV.
°" 4 ���� Q 4 49� PARKING CALCULATIONS: -
LOAM �"� � LGAM � � �
& & COMMERCIAL KITCHEN:
SUBsoi� SUesol� INDUSTRIAL (1/2 OCCUPANTS) = 6 SPACES REQ.
48" 36"
SAND MED. RESIDENTIAL:
GRAyV�EL SAyN�D ONE UNIT (2/UNIT) = 2 SPACES REQ.
IX p�,
708" SOME SILT 40' gs" STONES q�� TOTAL: 8 SPACES REQUIRED
CLEAN FINE 8 SPACES PROVIDED INCLUDING 1 HANDICAP �-E S/R3, u56>
FINE WHITE 2Tjt��S �jj2�/ID'E�i
156" SAND 36� 131" SAND 38.1'
TRACES
SILT
34' 168" 35_ 144"
NO GROUNDWATER ENCOUNTERED
SEE PAVEMENT SECTION
8' H-20 F&G RIM LISTE�
BE� IN CONCRETE UP TO
- BINDER COAT PAVEMENT
4T PAVEMENT
{ERS
ALL " •' .: �:
IENTS �HO E��� �•� �� : BRICK ADJUSTING COURSE
MORT R
I _ _ cTMP�
'6' STONE UNDER
1-1/2' DOUBLE WASHED STONE ('fYP.)
DRAINAGE CROSS SECTION
NOT TO SCALE
CAPE COD BERM
12"X3� INTERGRAL WITH TOP COAT
TO MATCH EXISTING (NOT APPLICABLE THIS SITE)
�
MASS DPW
IYPE II
6'-6' % 4' I.D. SHOREY SOIID
BASIN H-20 OR EQUAL
' EXTEND GRAVEL 6° MIN. � \�Z REPROCESSED ASPHALT GRAVEL
PAST EDGE PAVE COMPACT SUBGRADE MDPW SPEC. VIB. ROLLER COMPACTED
PAVEMENT CROSS SECTION
�� NOT TO SCALE
37_
. p,., �
K, �in�� �� I�', �I �� �I�w.., I� ��I� ����.����
�
#147 ROUTE 6A
YARMOUTH PORT, M,�,
PREPARED FOR
BARROWS GROUP AT��f�lT��
REALTY TRUST
DATE: JANUARY 29, 2020
& ��
oFn�ti�c ��m�j�"" �s,e Scale:l = 20'
�NIEI. tic� ��',.' ���y�?y � � � � �
A- � �� � ��, `r �p 0 10 20 30 40 50 FEET
1�.Lr� �, 4«t� � f . ,J�, �.�
� i il N
4i;<i('0 �1 I'�,,
Q: �� Nc 46 u2 ¢ w
�s .��� e'p �P �E� e.`` A
o�` r��T c�51r �.�gs off 508-362-4541
:�F�.`-� > �s�oNAi Eq��C� I fax 508-362-9880
��'•«v` � downcope.com O
down cape engineerin�, inc.
civil engineers
il ��� land surveyors
939 Main Street ( Rte 6A)
�' 2'� Z'�� YARMOUTHPORT MA 02675
PERMIT SET NOT FOR CONSTUCTION
i
TIBOUET 2020.DWG