HomeMy WebLinkAboutDecision 3557 - Site Plan24"LD. CAST IRON COVERS
AS SHOWN. MORTAR ALL COMPONENTS
S B SLAB=TTOUND.=. EL. 18.75
4"SCH40
PVC A7 1.
I� 10"
24"
/
14
TEE STI
TEE
'.
15'29 15,23
10"
4000 GAL H-20
4' MIN. AROUND PIT
•- TEE ST2 TEE
SEPTIC TANK
2000 GAL H-20
15 54A 5'-8" LIQ.. LEVEL
GAS-
BAFFLE ":
4"SCH40 PVC
': SEPTIC TANK GAS BAFFLE
ZABEL FILTER:
ACME OR EQUAL
ENGINEER: DOWN CAPE ENG.
4' LIQ. LEVEL
MAP
AT 1%
ACME OR EQUAL
••+ .. •6"
GRAVEL & MECH.
= 1000'
6" GRAVEL &,MECH. ,
COMPACTION (TYP.)
COMPACTION MR.)
IN FROM KITCHEN SINKS
�61
DISHWASHER ONLY
4"SCH40®1.5% 15 7 TEOE 1000 GAL H-20
1GREASE TRAP
INV. AT BLDG 4' LIO. LEVEL
ACME OR EQUAL
r 12„
24"CAST IRON COVER
BLOCK UP D -BOX, 24"I.D. RISER
TO GRADE, MORTAR ALL COMPONENTS
X
xTOP PEASTONE EL. 1x.95 s
TO STI
15.60
CONNECT ENDS OF TRENCHES WITH 4"OSCH 40 PVC
VENT PIPE, RUN ''0 EDGE PARKING AS SHOWN.
PITCH BACK TO TR:NCH AT .005 MIN.
3" WASHEC PFASTONE & MIRAFI 140N FILTER FABI
TO D -Box
4"SCH40 PIPES
FROM ST2 4'OSCH 4(' PVC LINES AT 0 57 TITLE 5 ORIFICES. `
OSCH 4 000 000 0 0 0 00 °o°o ° b0 00 00000 °o c
f o000000a ooa000 0 000 0 0 °0 oaoo o a o 0 0 0 °o 0 0 0 e °. a o oc o° o c o c 0 0
0 PVC AT 0
0 0 0 0 0 o a o a c o n c o 0 0 o a '0 0 00 0 0 0 0
o 0 0 o a o 0°oc 0 00° o ore o o -' n e oc o e e o n
° c'o°a°o
13.92
14.74 14.57
14.37.
12.37
_ 1ts2
H-20 D -BOX ON 12" COMPACTED GRAVEL (5) 2- X 2' X 88' LEACHING TRENCHES
ACME D85 H-20 OR EQUAL SEE CROSS SECTION
INVERTS LEVEL FOR IST 2'
SEPTIC SYSTEM SECTION
BOTTOM TH2
NOT TO SCALE EL. 6.9
NO WATER FOUND
4" PERF. SCH-40 PVC DISTRIBUTION LINES FINISHED GRADE VARIES
AT 0.005 PITCH FROM D -BOX
TITLE 5 ORIFICES
INVERT VARIES FROM EL. 14.37' 8' a"
AT START TO EL. 13.92' AT END.
(---� 3" PEASTONE WITH'MIRAFI
° RESERV o�o0 0
2.33' o
2' X 2.33' OF .75"-1.5" I, 2' 6' I 2'
DOUBLE WASHED STONE
NOT TO SCALE
SEPTIC SYSTEM DESIGN DATA
SEPTIC TANKS:
RECTA,- 30 30 SEATS (25 CPD/SEAT) - 1050 GPD 1970.•700_= 39000AL REO flee anrn rn.
100 OTHER OCCUPANTS ( 9 GPD/OCCUPANT) = 900 GPD 1950"100%= 1950 GAL. REQ. USE 2000 GAL .ST2
TOTAL DESIGN FLOW = 1950 GPD. - GREASE TRAP 15(30)=450 GAL. USE 1000 GAL ;RFASE TRAP
LEACHING: USE (5) 2'X2'X88' LEACHING TRENCHES = 2680 SF
NO GARBAGE DISPOSAL ALLOWED
CAPACITY: 2680 (.74) = 1983 GPD> 1950 i,PD. O.K. �
UTILITY POLE
PROPOSED 3" CAL. TREE
�1 PARKING TREE
��SeV OR BUFFER TREE AS REQ.
QD DRAINAGE MANHOLE
C- GUY WIRE
�o FIRE HYDRANT
OCATCH BASIN "
�,S� GAS GATE
LIGHT POLE
S
BOO WATER GATE
17.6 PROP. GRADE
-•-{,§�-- PROP. CONTOUR
PARKING CALCULATIONS:
USE N-4 : 1 SP/ 3 OCC. 130 OCC(1/3) = 44 REQ.
79 SPACES PROVIDED INCL, 4 HCR
TREE CALC: 1 TREE/8 CARS - 10 REQ.
(10) 2" CAL, PARKING TREES SHOWN
DRAINAGE CALCULATIONS:
ROOF DRAINAGE AREA - 8000 SF, 25 YR STORM
RATIONAL METHOD 0 -CIA - 0.95(5.00)(8000/43560)(448.8)=392 GPM
392 GPM/O.7GPM/SF=559 Sr REQUIRED
USE (2) 6'X5' LPITS W/ 4' STONE = 660 SF O.K.
DRAINAGE AREA = 44,828 SF, 25 YR STORM
ROOF/PVT = 35.597 SF, GRASS/WOODS = 9231 SF CN=O 82
RATIONAL METHOD O=CIA = 0.82(4.20)(44828/43560)(448.8) 1561 3PM
1561 GPM/0.7GPM/SF=2272 SF REQUIRED
USE 50' X 3' X 2' LEACHING TRENCH & (5) 1000 GAL LPITS
W/ 4' STONE = 2490 SF. O.K.
d
ROOF DRYWELL
'WITH -4' STONE?'
1 (-&C T�?�ADE
/4 1. INV/ EL. 15.0
/ CONC.STEPS
/ Q CNC. STEP
/ /29'MAX1. HT
Q' EMERGLNC XI
/ Q4, % ONLY
/
. EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT
INTERVALS OF AT MOST 20' (301,4.4) (TYP. ALL BUFFERS)
,
// /A. '•,\ �' ����\ � / � per``-�
70 / Op
h
ti �rypJ
O
/
i
SCREENING:-+'-v.y-Y�_ky ** 7 11
4' WIDE PLANTING STRIP MAINTAINED
WITH DENSELY PLANTED SHRUBS 5' HIGH
757, EVERGREENS MIN. (TYP.)
A87 MANUF. Le BARON, BROCKTON, MA
8?
MODEL: LT 105
EXISTING FENCING WEIGHT: 430 LEIS
�n TYPICAL ACCESS COVER
SCA( E: 3/4"
MAP 38 PCL 122
-� ?�'•.� \ ROBERT D. CANNON
ti
26"
/a" p
12
c7
RO 4OQ- n
LrF76 REPO R,
O
S��lv
LOCUS
11F
hQS' O2 Q
I
o ZONING DISTRICT. B2 (N
t 1
b
\ f I tiAI J
SETBACKS: 30' FRONT 25' SIDE,
20'REAR
CCESSov GARAGEPRoPdSED
MAX BUILDING COVERAGE 25%
/' ��4 � �''�. \ r ,,/// • .,1� EJ. SHNONE
% MAX IMPERVIOUS COVERAGE: 7SLABEL. 17.5
T.F=1 .2 GROUNDWATER OVERLAY DISTRICT:
NON
E.
FLOODZONE: C&B (YAR. PANEL 5)
% oo\ + �q0 FR/ 9 { / h• /
EXISTING USE: VACANT BUILDINGS
o'.I
PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
/ / 1 �' &ACCESSORY 30 SEAT RESTAURANT,K-1G
/ y &ACCESSORY RETAIL (300 SF) II -11
y 200 ���0• / -IMV_ 726-x., �4 / / /�
p• COMBINED LOT SIZE: 66,955 ,SFf (1.54 AC.f)
2p00 11'I N / // / / PROPOSED TOTAL IMPERVIOUS COVERAGE: 41,165/66955= 61.5%
/ oT •,_ 007' % 0 �. PROPOSED BUILDING COVERAGE: 8767/66955=13.1% INCL. PATIO
i
o Of
HEAVY DUTY H-20 COVER PROP.H-20 8" F&G'S
?p O<u .F4. TTE MUPELABELED 'DRAIN" 2'X 2' GRATE (NP.)
'q°0 DRILI 2 1"0 HOLES IN COVER
iTH 1
RENCN' DRAT L �/-" 0' /
SEE PAVEMENT CROSS SECTION
6'-8" X 6'0j/ 1000
H-20 LE CH PITS WITH J I / I l
ONE
4' MIN. E /
(/ / / / . MIRAFI 140N FABRIC OVER PRECAS SOLID H-20 "
4" MIN. PEASTONE RISERS 12"O HDPEl l
DRILL (2) 1"0 _
f
/;-� 2� __ _ / / -+ • I / i / % AS REQ. ADS N-12 OR EQ. HOLES '"MORTAR
EXISTING BLV- - 'ti0� RESER/E If L\ (TY ` ,,_...,..;•, -..� .
�. TO BE REMOVED / N - ti. --'y-- Y ! \ / / ' PROPOSED
R 30' �/O 2' )/ CHING �NQH Ai / ! ) _ 3C.B. TRAP
12.7' H-20
/ SLOT'iED H-20 12"0 HDPE FIFE
12"0 HDPE 'a: - 1000 GALLON ELBOW
� i LEACHPIT
VENT FF& -EEL. 15. 6'x6'-8" SHO
E7 6�E
LPIOOOH-20 OR EQUAL 0LON I
PFrCAST
i
/ - - •.g I� 1 F PROPOSED PAVED ! _. i '
EDL E 0
BASIN H-20 OR EQUAL
-_ /
PA (TY.�.)
E.. .. ... .. ..._..
.. .
O
L A
6" WASHED STONE UNDERNEA H
RCOMPCTD
XISTING BETWEEN STRUCTURES STRUCTllMIRAFI 140N OVERLAP 12"
3'x2' LEACHING TRENCH
SEE TENCH CROSS SECTION FABRIC OVER11/2.'M
BUILDING 3 4
4" PEASTONE
�v
WA
i
SHED STONE (TYP.) 12"0 SLOTTED H -tri
/ i2�=30' -�/ �y / ,�� ^`" - ^O / / I DS N-12 HOPE PIPE
/ / / _ DRAINAGE CROSS SECTION
R o
? V - �- / / i �� INV. 13.4 ADS ' 0R EQUAL
/ ??O,y S i ^/i v // / ',���� �5+ - �r / NOT TO SCALE .75`-1.5" DOUBLE
WASHED STONE
6" LOAM & SEED DISTURBED AREAS COMPACTED 6" EFTS
P&G 76.4 � �/ � 8" H-20 F&G (TYP.) 3 I
FILTER FABRIC UN ER
D -BOX / / - i'/ / 77 GRATE UNTIL LAWN
,II
- of ' _ % ' i
STABILIZES W - 2
-20 RISER
% E 7./' MORTAR ALL COMPONENTS TRENCH CROSS SECTION
NTS
p.
' / f -S A �' MAP�30 PCL i57 --�.�� a0`
Sp'
ti0 ' '
1000 G4 G T�. -� " n�1lJ/ i� r 'Y - :' J D O REALTY CORP
4000 GAL _._-,. (� : ,/�. ... �'\ f ' ° oo`0000°oo 4" MIN. PEASTONE
/ o AND MIRAFI 140NS
/
STI C���1AA/ \ a 11 p / '�. ''� i• ."? 4`OSCH-40 PVC AT 2% MI'. oc0�o 0 0' °o FABRIC OVER STONE
h 1pOp i Q n0`�`Y O S ^ FROM ROOF DRAINS 2 5'-0 X 6'0 0000Qo]ao
6, \...
��. \� % { ' p� INVERT LISTED n°° n . H-20 0 90°o„oco
(V
.pp,
0 P i PF Of ''U PATIO /r REMAINS (SF WOOD FENCE -
8200Jyp....SLAP t. 1`i 7". `?- o / ALONG COT LINE
1:12 HCI'
rV
r , -EryT SCREENING
i SAA/
llll I�
CHAIN'LINK FENCE TO STREET
EXISTING BLDG i
TO BE -REMOVED 1 /-
PROPOSED-PITiL IVIG
I STORY WOODFRAME
j
REMOVE EXISTING CESSPOOL
TOP FOUND. EL. 18.75
SLAB EL. 1�,75'
�,.. LOCATE AND REMOVE ANY EXISTING
64 6 j$F' i� Y1 / CESSPOOLS ON PROPER
Iyy 1 t-..'. TY. FILL WITH
CLEAN COMPACTED SAND. (TYP.)
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN 15
APPROXIMATE. PRIOR TOA Y EXCAVATION ON THIS SITE, THE EXCAVATING / / / /
CONTRACTOR SHALL MAKE THEQUIRED 72 HOUR NOTIFICATION TO DIG SAFE\`� /' A80p
(1-888-344-7233) AND ANY OTFI�_ TILITIES WHICH MAY HAVE CABLE, PIPE OR EXIST. STRE'_f SIGN
EQUIPMENT IN THE CONSTRUCTION AREA \-VERIFICATION OF LOCATIONS. � TRADERS LNPROPOSEj1
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND (METHODS EMPLOYED ON THIS SIGN 0pP8R
i
PROJECT WORK SHALL CONFORM 70 THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS / 9
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD GATE IN CHAIN LINK
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FENCE ALONG LOT LINE 4"SCH40 PVC
/�- �`"•
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TijLE 5. 1 ¢ '�
AND YARMOUTH HEALTH REGULATIONS. �\ O AT 2% MIN.
EXISTING CURB CUT QNE /0� Q/ _�------.� •_ �'
$. VERTICAL DATUM IS NGVD29. �\ \\ NGT TO BE USED OO 20N� fI, EXIST. S/W
4, TOP OF FOUNDATION IS 2.0' BELOW HIGH POINT IN ROAD FLO CONC. STEP
(TRADER'S LANE) (4.0' VARIANCE IS REQUESTED), EP GRAN.CURB 18 - 29 MAX. HT.
X96 EMERGEN Y EXIT
NL7
5. DESIGN LOADING FOR ALL PRECAST UNITS off 5 8-362-4541 -- -
TO BE AASHTO-H20 UNLESS NOTED, < fax 5 8 362-9880
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO TBM: HYDRANT TAG BOLT # 110
BE USED FOR PROPERTY LINE STAKING. I \ EL. 17.13 NGVD _
7. ALL STORM �UNOFF TO BE CONTAINED ON SITE. ,,}}
ID SEED ALL DISTURBED AREAS NOT PAVED. down Capeengineerin[� inc.
8. 6° LOAM ANpIPING SCH-40 PVC UNLESS NOTED, i i7 EXISTING CHAIN LINK ENCS �\
TO BE REM VED. \\
9. ALL SEPTIC -5 NOT TO BE BACKFILLED OR CONCEALED WITHOUT CIVIL E _ I Z�]
BY BOARD OF HEALTH AND PERMISSION OBTAINED 1V GINL'i E'RS n 'iyo
10. COMPONEN16 OF HEALTH. % T
INSPECTION i� I 4S' Sr V
FROM BOARIGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. LAND SURVEYORS I qrf ry1�HwgY
11. OWNERS ELpNTINGS A5 REQUIRED. lJ C,yY •p
12. BUFFER PI 939 main St, yarmoutilport, ma 02675
12" X 3" 1" TOPCOAT MASS DPW
CCBERM TYPE I1
2" BINDER
TH1 TH2
ENGINEER. ARNE H. OJALA P.E. ENGINEER: ARNE H. OJALA P.C. PLS
DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING
BOH: AMY VON HONE,R.S. BOH: AMY VON HONE. R.S.
EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST.
DATE: 3-3-99 3 PM DATE: 3-3-99 3 PM
0-2" 0 LOAMY SAND 10YR2/1 0-2` 0 LOAMY SAND 10YR2/1
2-6" E LOAMY SAND t0YR5/3 2-8" E LOAMY SAND IOYR5/.'
6-22" B LOAMY SAND 10YR5/6 8-28" B LOAMY SAND t0YR5 6
22-126 Cl MED. SAND 2.5Y7/4 28-120" Cl MED. SAND 25Y7,'I
EL. 19.2 0 0" EL. 16.9 0 0 -j
2" 2' I
E 6" E B
B B
EL. 17.4 22" EL. 14.6 28'
24 GAL POURED Cl
Cl 1 jTOP PERC 7 MINUTES -
U AT 48' <2 MIN./IN.
EL. 8.7 126" EL. 6.9 12'
NO GROUNDWATER FOUND NO GROUNDWATER FOUND
\EM
PW M1.03.1 VIB. ROLLER COMPACTED
RTOP & SUBSOIL COMPACT SUBBASE
T -CROSS SECTION
MOTTO SCALE
9RAIN'. 6'X5- LPIT
WITFt 4' STONE. e�
4" INV. EL. 120
F&G EL 14.3 Al t
DATE
600 GAL.
LEACHPIT
;1SHOREY OR EQUAL
3/4" - 1 1/2"
/
CONTACTS:
APPLICANT/OWNER: BILLIARDS
REALTY TRUST
'
DOUBLE WASHED STONE
ROBERT O. WILKINS TRUSTEE
4' MIN. AROUND PIT
285 WINTER STREET
DRAIN
SECTION
CHRISTOPHHEE $ 02601
HYANNIAREA
CHRISR COTOIA:
PH. 771-5872
NOT TO SCALE
ENGINEER: DOWN CAPE ENG.
LOCUS
MAP
FAX. 362-9880
SCALE 1"
= 1000'
ASSESSORS MAP 30 PCIS
155 & 156
a
7 00% v
PLAN REF. LCP 30017A
P / 4
Il
000
CTF#142804
4
IT
IN APD OR
ZOC FOR NITRATES)
I
o ZONING DISTRICT. B2 (N
t 1
b
\ f I tiAI J
SETBACKS: 30' FRONT 25' SIDE,
20'REAR
CCESSov GARAGEPRoPdSED
MAX BUILDING COVERAGE 25%
/' ��4 � �''�. \ r ,,/// • .,1� EJ. SHNONE
% MAX IMPERVIOUS COVERAGE: 7SLABEL. 17.5
T.F=1 .2 GROUNDWATER OVERLAY DISTRICT:
NON
E.
FLOODZONE: C&B (YAR. PANEL 5)
% oo\ + �q0 FR/ 9 { / h• /
EXISTING USE: VACANT BUILDINGS
o'.I
PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
/ / 1 �' &ACCESSORY 30 SEAT RESTAURANT,K-1G
/ y &ACCESSORY RETAIL (300 SF) II -11
y 200 ���0• / -IMV_ 726-x., �4 / / /�
p• COMBINED LOT SIZE: 66,955 ,SFf (1.54 AC.f)
2p00 11'I N / // / / PROPOSED TOTAL IMPERVIOUS COVERAGE: 41,165/66955= 61.5%
/ oT •,_ 007' % 0 �. PROPOSED BUILDING COVERAGE: 8767/66955=13.1% INCL. PATIO
i
o Of
HEAVY DUTY H-20 COVER PROP.H-20 8" F&G'S
?p O<u .F4. TTE MUPELABELED 'DRAIN" 2'X 2' GRATE (NP.)
'q°0 DRILI 2 1"0 HOLES IN COVER
iTH 1
RENCN' DRAT L �/-" 0' /
SEE PAVEMENT CROSS SECTION
6'-8" X 6'0j/ 1000
H-20 LE CH PITS WITH J I / I l
ONE
4' MIN. E /
(/ / / / . MIRAFI 140N FABRIC OVER PRECAS SOLID H-20 "
4" MIN. PEASTONE RISERS 12"O HDPEl l
DRILL (2) 1"0 _
f
/;-� 2� __ _ / / -+ • I / i / % AS REQ. ADS N-12 OR EQ. HOLES '"MORTAR
EXISTING BLV- - 'ti0� RESER/E If L\ (TY ` ,,_...,..;•, -..� .
�. TO BE REMOVED / N - ti. --'y-- Y ! \ / / ' PROPOSED
R 30' �/O 2' )/ CHING �NQH Ai / ! ) _ 3C.B. TRAP
12.7' H-20
/ SLOT'iED H-20 12"0 HDPE FIFE
12"0 HDPE 'a: - 1000 GALLON ELBOW
� i LEACHPIT
VENT FF& -EEL. 15. 6'x6'-8" SHO
E7 6�E
LPIOOOH-20 OR EQUAL 0LON I
PFrCAST
i
/ - - •.g I� 1 F PROPOSED PAVED ! _. i '
EDL E 0
BASIN H-20 OR EQUAL
-_ /
PA (TY.�.)
E.. .. ... .. ..._..
.. .
O
L A
6" WASHED STONE UNDERNEA H
RCOMPCTD
XISTING BETWEEN STRUCTURES STRUCTllMIRAFI 140N OVERLAP 12"
3'x2' LEACHING TRENCH
SEE TENCH CROSS SECTION FABRIC OVER11/2.'M
BUILDING 3 4
4" PEASTONE
�v
WA
i
SHED STONE (TYP.) 12"0 SLOTTED H -tri
/ i2�=30' -�/ �y / ,�� ^`" - ^O / / I DS N-12 HOPE PIPE
/ / / _ DRAINAGE CROSS SECTION
R o
? V - �- / / i �� INV. 13.4 ADS ' 0R EQUAL
/ ??O,y S i ^/i v // / ',���� �5+ - �r / NOT TO SCALE .75`-1.5" DOUBLE
WASHED STONE
6" LOAM & SEED DISTURBED AREAS COMPACTED 6" EFTS
P&G 76.4 � �/ � 8" H-20 F&G (TYP.) 3 I
FILTER FABRIC UN ER
D -BOX / / - i'/ / 77 GRATE UNTIL LAWN
,II
- of ' _ % ' i
STABILIZES W - 2
-20 RISER
% E 7./' MORTAR ALL COMPONENTS TRENCH CROSS SECTION
NTS
p.
' / f -S A �' MAP�30 PCL i57 --�.�� a0`
Sp'
ti0 ' '
1000 G4 G T�. -� " n�1lJ/ i� r 'Y - :' J D O REALTY CORP
4000 GAL _._-,. (� : ,/�. ... �'\ f ' ° oo`0000°oo 4" MIN. PEASTONE
/ o AND MIRAFI 140NS
/
STI C���1AA/ \ a 11 p / '�. ''� i• ."? 4`OSCH-40 PVC AT 2% MI'. oc0�o 0 0' °o FABRIC OVER STONE
h 1pOp i Q n0`�`Y O S ^ FROM ROOF DRAINS 2 5'-0 X 6'0 0000Qo]ao
6, \...
��. \� % { ' p� INVERT LISTED n°° n . H-20 0 90°o„oco
(V
.pp,
0 P i PF Of ''U PATIO /r REMAINS (SF WOOD FENCE -
8200Jyp....SLAP t. 1`i 7". `?- o / ALONG COT LINE
1:12 HCI'
rV
r , -EryT SCREENING
i SAA/
llll I�
CHAIN'LINK FENCE TO STREET
EXISTING BLDG i
TO BE -REMOVED 1 /-
PROPOSED-PITiL IVIG
I STORY WOODFRAME
j
REMOVE EXISTING CESSPOOL
TOP FOUND. EL. 18.75
SLAB EL. 1�,75'
�,.. LOCATE AND REMOVE ANY EXISTING
64 6 j$F' i� Y1 / CESSPOOLS ON PROPER
Iyy 1 t-..'. TY. FILL WITH
CLEAN COMPACTED SAND. (TYP.)
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN 15
APPROXIMATE. PRIOR TOA Y EXCAVATION ON THIS SITE, THE EXCAVATING / / / /
CONTRACTOR SHALL MAKE THEQUIRED 72 HOUR NOTIFICATION TO DIG SAFE\`� /' A80p
(1-888-344-7233) AND ANY OTFI�_ TILITIES WHICH MAY HAVE CABLE, PIPE OR EXIST. STRE'_f SIGN
EQUIPMENT IN THE CONSTRUCTION AREA \-VERIFICATION OF LOCATIONS. � TRADERS LNPROPOSEj1
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND (METHODS EMPLOYED ON THIS SIGN 0pP8R
i
PROJECT WORK SHALL CONFORM 70 THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS / 9
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD GATE IN CHAIN LINK
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FENCE ALONG LOT LINE 4"SCH40 PVC
/�- �`"•
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TijLE 5. 1 ¢ '�
AND YARMOUTH HEALTH REGULATIONS. �\ O AT 2% MIN.
EXISTING CURB CUT QNE /0� Q/ _�------.� •_ �'
$. VERTICAL DATUM IS NGVD29. �\ \\ NGT TO BE USED OO 20N� fI, EXIST. S/W
4, TOP OF FOUNDATION IS 2.0' BELOW HIGH POINT IN ROAD FLO CONC. STEP
(TRADER'S LANE) (4.0' VARIANCE IS REQUESTED), EP GRAN.CURB 18 - 29 MAX. HT.
X96 EMERGEN Y EXIT
NL7
5. DESIGN LOADING FOR ALL PRECAST UNITS off 5 8-362-4541 -- -
TO BE AASHTO-H20 UNLESS NOTED, < fax 5 8 362-9880
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO TBM: HYDRANT TAG BOLT # 110
BE USED FOR PROPERTY LINE STAKING. I \ EL. 17.13 NGVD _
7. ALL STORM �UNOFF TO BE CONTAINED ON SITE. ,,}}
ID SEED ALL DISTURBED AREAS NOT PAVED. down Capeengineerin[� inc.
8. 6° LOAM ANpIPING SCH-40 PVC UNLESS NOTED, i i7 EXISTING CHAIN LINK ENCS �\
TO BE REM VED. \\
9. ALL SEPTIC -5 NOT TO BE BACKFILLED OR CONCEALED WITHOUT CIVIL E _ I Z�]
BY BOARD OF HEALTH AND PERMISSION OBTAINED 1V GINL'i E'RS n 'iyo
10. COMPONEN16 OF HEALTH. % T
INSPECTION i� I 4S' Sr V
FROM BOARIGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. LAND SURVEYORS I qrf ry1�HwgY
11. OWNERS ELpNTINGS A5 REQUIRED. lJ C,yY •p
12. BUFFER PI 939 main St, yarmoutilport, ma 02675
12" X 3" 1" TOPCOAT MASS DPW
CCBERM TYPE I1
2" BINDER
TH1 TH2
ENGINEER. ARNE H. OJALA P.E. ENGINEER: ARNE H. OJALA P.C. PLS
DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING
BOH: AMY VON HONE,R.S. BOH: AMY VON HONE. R.S.
EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST.
DATE: 3-3-99 3 PM DATE: 3-3-99 3 PM
0-2" 0 LOAMY SAND 10YR2/1 0-2` 0 LOAMY SAND 10YR2/1
2-6" E LOAMY SAND t0YR5/3 2-8" E LOAMY SAND IOYR5/.'
6-22" B LOAMY SAND 10YR5/6 8-28" B LOAMY SAND t0YR5 6
22-126 Cl MED. SAND 2.5Y7/4 28-120" Cl MED. SAND 25Y7,'I
EL. 19.2 0 0" EL. 16.9 0 0 -j
2" 2' I
E 6" E B
B B
EL. 17.4 22" EL. 14.6 28'
24 GAL POURED Cl
Cl 1 jTOP PERC 7 MINUTES -
U AT 48' <2 MIN./IN.
EL. 8.7 126" EL. 6.9 12'
NO GROUNDWATER FOUND NO GROUNDWATER FOUND
\EM
PW M1.03.1 VIB. ROLLER COMPACTED
RTOP & SUBSOIL COMPACT SUBBASE
T -CROSS SECTION
MOTTO SCALE
9RAIN'. 6'X5- LPIT
WITFt 4' STONE. e�
4" INV. EL. 120
F&G EL 14.3 Al t
DATE
600 GAL.
LEACHPIT
;1SHOREY OR EQUAL
SITE PLAN
OF LAND IN
( WEST) YARMOUTH, MA
PREPARED FOR
BILLIARDS REALTY TRUST
336 ROUTE 28
WEST YARMOUTH, MA 02673
SCALE: I"=20' DATE: 3-23-99
REVISED: 6-11-99
20 0 20 40 - 60 Feet
79S- 73a-5-
3/4" - 1 1/2"
/
CONTACTS:
APPLICANT/OWNER: BILLIARDS
REALTY TRUST
'
DOUBLE WASHED STONE
ROBERT O. WILKINS TRUSTEE
4' MIN. AROUND PIT
285 WINTER STREET
DRAIN
SECTION
CHRISTOPHHEE $ 02601
HYANNIAREA
CHRISR COTOIA:
PH. 771-5872
NOT TO SCALE
ENGINEER: DOWN CAPE ENG.
INC. 362-4541
FAX. 362-9880
SITE PLAN
OF LAND IN
( WEST) YARMOUTH, MA
PREPARED FOR
BILLIARDS REALTY TRUST
336 ROUTE 28
WEST YARMOUTH, MA 02673
SCALE: I"=20' DATE: 3-23-99
REVISED: 6-11-99
20 0 20 40 - 60 Feet
79S- 73a-5-