HomeMy WebLinkAbout336 Route 28 Site Plan 324"I.D. CAST IRON COVERS "
AS SHOWN. MORTAR ALL COMPONENTS
2'-10"
5 B SLAB=TFOUND.=. EL. 18.75 - - --- -
` EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
'. 4"SCH4D
`•� RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT
PVC AT 7 o ... ._.f•,.,,.� INTERVALS OF AT MOST 20' (301,4.4) (TYP. ALL BUFFERS) 26"
. . ° ... i
?•. TEE ST1 TEE `-� 15.23 10" 14" TO D -BOX
75.29 EE IC
4000 GAL H-20 r ST2 TEE
SEPTIC TANK 200,). GAL H-20
15 5 5'-8' LIQ. LEVEL GAS - SEP'E!f TANK GAS BAFFLE & 14.98 ti I �,`
ACME OR EOVAL BAFFLE 4"ATH40 17, PVC _ 4' U0. LEVEL ZABEL FILTER _ Z,ao� 1 `,�E- SCREENING:. EWE yY,
' ACM,'OR EQUAL \ "..�` k. 'y-iw 8I1/e" I
R" 4' WIDE PLANTING, STRIPMAINTAINEDµ
WITH DENSELY PLANTED HR E
�r WI DEN E LA SHRUBS IGH
6" GRAVEL & MECH. -( 6" GRAVEL & MECH. 1 „! \�\ o 70. fes;} (TYP.)
e 757 EVERGREENS MIN.
COMPACTION (TYP.) COMPACTION (TYP.)
MA F. LeBARON, BROCKTON, MA
- / 1'' O' \ �~��'`� ,.If j �4 EXISTING FENCING MODEL: LT HT: 43005
IN FROM KITCHEN SINKS LBS
& DISHWASHER ONLY TO ST7 ^ti 2)-p00 `,~� wimE� ,r�\r �.,� -TYPICAL ACCESS COVER
10" J
4"SCH4D®1.5% 15 7 TEE 1000 GAL H-20 1 I\ 1 �, T
\__16.76 GREASE TRAP
r� SCALE: 4" = 1'-0"
INV. AT BLDG a' LIQ. LEVEL 15.60 _ \`\
ACME OR EQUAL - - \ \�in�i..( /'y\ MAP 38 PCL 122 /
/ ROBERT D. CANNON
CONNECT ENDS OF TREK HES WITH 4"05CH 40 PVC /
24"CAST IRON COVER VENT PIPE. RUN TO EL>E PARKING AS SHOWN.
BLOCK UP D -BOX, 241.0. RISER PITCH BACK TO TRENCH AT .005 MIN. / 5
TO GRADE, MORTAR ALL COMPONENTS
.:.� "
¢
TOP PEASTONE EL 14.95 - �..
? 3" WASHED PE6,TONE & MIRAFI 140N FILTER FABRIC VER 4"SCH4D PIPES
FROM ST2 - rO 4"OSCH 40 PVC'L NES AT 0.57 TITLE 5 ORIFICES.
°,'°o c n opo -o-- °0000 °'o�noco° o, foo ,;r: _ � Q.�p
4'OSCH 4 0 0 D a o o °oo- .0 0 o c' -o c o ° 00 o c°°o° o°o°0 0 0^�00 °„000 :tea cod - / /�' _* O.�
o°0 0 0 0 0 0 noc o0 0 0 ,000°o a o o°\\� V�- i Q O
P ?
0 PVC AT 1% °o°o° ° o°o°o° o c°° goo, 0 0 on°'o°o°o'O�,o o - °o°oR
000°000 0000coo 0, 0000ao°Co°°0000., c b c 0 ' ° °00000°^ o°°°°o°c 0000 o�,°,Oc�oac°. ° - i i � I yl O .0 4
14.74 14.57 ^ ° 13.92 /^ /' \\ �I. :. , .µ '� V rya PROPO ED
74.37 12.37 ° \5)
� ` ` 4'. ACCESS0 Y GARAGESLAB /EL:17.5I71.92' / r p T.F.18.2 / % EXI T. SHE6
H-20 D -BOX ON 12" COMPACTED GRAVEL 2' X 2' X88' LEACHING TRENCHES ,/ 0 /' I \ % I_
ACME D85 H-20 OR EQUAL SEE CROSS SECTION
INVERTS LEVEL FOR 1ST 2' tD - / `VO / \
• / � V �o � �--�, V
SEPTIC SYSTEM SECTION
�0 I
���00 Cry bD• i ilay. 12.67
NOT TO SCALE EL.6.9
TH2 / 0• _ \ //
/([/
- rr
NO WATER FOUND �.,,
4" PERF. SCH-40 PVC DISTRIBUTION LINES FINISHED GRADE VARI'cS / @�
TI 0.005 PITCH FROM D -BOX - /
TITLE S ORIFICES 20,,
INVERT VARIES FROM EL. 14.3T 8' 4" I 'L\� r\�S \� 20 rn 4] N • 1 I i I .1� % / r
AT START TO EL. 13.92' AT END. / / 0' ,° v f
/ 0 S TT kDPE i r r
(_ � 3" PEASTONE WITH MIRpq �j ` / °Q� \ TH 2'X3' L O
PtE5ERVr .__ _ �V /C7 ^i�+jt 3 TP CH
�/-- / 0p' @O
2.33' Nr r'' / (TYP.)
-B.. X B'0/ 1000 GA
O. H-20 LE C(1 PITS WITH
Z' X 2.33' OF :75"-1.5" I 2•^I 6 2 r �� M� �/ / ..,r3' �.�. �/' 4' MIN.
21
AS-5ESJvkz> MAY 3U FOLS 155 & 1.56
PLAN REF. LCP 30017A
CTF#142804
ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES)
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX IMPERVIOUS COVERAGE: 70%
GROUNDWATER OVERLAY DISTRICT: NONE
FLOODZONE: C&B (YAR. PANEL 5)
EXISTING USE: VACANT BUILDINGS
PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
& ACCESSORY 30 SEAT RESTAURANT,H-10
& ACCESSORY RETAIL (300 SF) H-11
COMBINED LOT SIZE: 66,955 SFt (1.54 AC.t)
PROPOSED TOTAL IMPERVIOUS COVERAGE: 41,16 66955= 61.57° I
PROPOSED BUILDING COVERAGE: 8767/6695 =13.7% INCL. PATIO
HEAVY DUTY H-20 COVER PROP.H-20 8" r&vs
LABELED "DRAIN" 2'X 2' GRATE (TYP.)
DRILL (2) 1'0 HOLFS IN COVFR
,i'/ r MIRAFI 140N FABRIC OVER
DOUBLE WASHED STONE !4'' .V � � / _ � � / / / r -H-20
4" MIN. PEASTONE SOLID H-20
�� 00 / /4/ - \ • �. - / / I - I / / / PRECAST• 12"0 HDPE ... �.
RISERS
REO. DRILL (2) t"0
-
/ N-12 OR EQ. >_ MORTAR
/ h �'. R: SE VEE ARE. (TYP' c{ i'' 't` ` / r r l - _ �:t=. >w>. _< TYP.)
LEACHING TRENCH DETAIL �� EXISTING ERI-VED / r ry o > / D' (TYP.)
s:- HALES
AD
NOT TO SCALE R=30' �A��%�j, 2- / \, / 2
1 � ' 2 X 2' X Fi %E7?CHING ,_NCH -.) //� PROPOSED
'� %`T Cj / - .. ,�._ _ /% INV. 12. - i l
SEPTIC SYSTEM DESIGN DATA
SLOTTED 2H 0 H-20 3 c.e. ! AP
- - 12"0 HDP PIPE
i Sf i / %j �\.7 j 12"m DPC a 1000 GALLON Et.n w
SEPTIC TANKS: VENT / / /.; -1/ I_ r - _
• I r&' EL. 15.T j 1 j roY F ;-t
RESTAURANT: 30 SEATS (35 GPD/SEAT) - 1050 GPD 1950*2007,= 3900GAL. REO. USE 4000 GAL STl / \� '�% qn,.°'� ��- / -' / -,.,i �� / �' 1 j ----- - 6'mX6'-8" SHOBEY '' PROPOSED 11
1950*1007= 1950 GAL. REO. USE 2000 GAL ST2 �I�� '
100 OTHER OCCUPANTS (9 GPD/OCCUPANT) =900 GPD - "� I 1P1000H-20 OR EQUAL 1000 GALLON PRECAST
7 / /
t �- � �- �' i -= .. � . � 2 INV. 12.6
B moi- i' / / �% ' 0 � EDGE OF PROPOSED AVER � / - I I , H-20 CATCH BASIN
TOTAL DESIGN FLOW = 1950 GPD. GREASE TRAP 15(30)=450 GAL. USE 1000 GAL CREASE TRAP / - �---- / / - - / 1 i
---<, / i /1 / / ��✓.' Q4'
PARKING/
I _ - 0X6' -B" SHOREY ;OLIO
LEACHING: USE (5) 2'X2'X88' LEACHING TRENCHES 2680 SF .. /// --' . O y / / / BASIN H-20 OR EQUAL
NO GARBAGE DISPOSAL ALLOWED a "Ly ' / �� / /.i / / '�
-CAPACITY: 2680 (,74) = 1983 CPD> 1950 CDD. O.K.
v 6 WASHED STONE UDERI H \
N QQ / r 3'x2' LEACHING TRENCH STRUCTURE, COMPACTED \SECTIONAL PL4TE
4 v� 0 Q" r r EXISTING BETWEEN STRUCTURES
SEE TRENCH CROSS SECTION MIRAFI 140N c,&RAP 12"
STEEL _ MIN AROUND PIT
BUILDING 3�4" 1 1�2" FABRIC OVER
4"
/ WASHED STONE TIP PEAsroNE
i
/ 12"0 SLOTTED H-20
5 % -' / i v' / / i / / �/'... � 2 � ..INV. 13.4 /
/ - °f =/;- - ; , � DRAINAGE CROSS SECTION - QUAL
N / / I CORRUGATED HOPE PIPC
ADS N 12 ORE
'_ / / / // / �•/ i / „ ' /= i' _ - GO, / /' NOT TO SCALE JS" -1.5" DOUBLE
.� / / • �,�, �. �, - �--"_- - -F&.4 _ .. WASHED STONE
6" LOAM & SEED DISTURBED AREAS COMPACTED 6" LIFTS
D-BOX'moi / / / i' -
Z „ FILTER FABRIC UN ER (TYP.)
00 / / GRATE UNTIL LAWN
STABILIZES - -
ADJUSTING BLOCKS/H-20 RISER
DRAINAGE CALCULATIONS: i/ �" sw ' > S o // MORTAR ALL GDMPONENTs
Al 2000 �AL qp e TRENCH CROSS SECTION
ROOF DRAINAGE AREA = 8000 Sr, 25 YR STORM '\ ry0' STZ S _ ,f ,arc MAP 0 PCL 57 (�-) NTS
RATIONAL METHOD O=CIA = 0.95(5.00)(8000/43560)(448.8)-392 GPM `\ / --.( 1 4000 GAL 10 - GAL G,T -/ ' O^I�^'I'-� } / J C REALTY CORP _ 00-------
P-'-
392 GM i -
/0.7GPM/SF=559 SF REQUIRED i -� /, 'Y STI .q�. u ma=y ��' / / ° o °o°o°OO o, 4" MIN. PEASTONE
USE (2) 6'X5' LPFrS W/ 4' STONE = 660 SF O.K. \ 70
00, / . -� 3@ ZEN ', X 11' p0 N j 4"OSCH-40 PVC AT 2% MIN. o '�- °'coon°000 AND MIRAFI 140NS i
Q ,o '�
y 0 / FROM ROOF GRAINS ` o o n FABRIC OVER STONE
VSO DRAINAGE AREA 44,628 SF, 25 YR STORM I //'. / / / ��, 4---. Rq/ / p, -° c ° 5'-D X 6'0
Q GAS GATE
ROOF VT - 35,597 SF, GRASS/WOODS = 9231 SF CN=082 �� j, �' / -�' �• _. /' ry INVERT LISTED ° H-20 c'oo°o
RATIONAL METHOD O=CIA 0.82(4.20)(44828/43560)(448.8)=1561 GPM✓ v / •.`'� p - o o ° ° $o°o a°oa
1561 GPM/0 7GPM/SF=2272 SF REQUIRED
/ / S• p i Q� I / / o o° c o 600 CAL. 1O o°'Doc°�°o
0000' coon- IEACHPIT oc opo,°o 0
USE 50' X 3' X 2' LEACHING TRENCH & 5 1000 GAL LPITS I ROOT DRYWELL - - gRA1 .00, ` .I / / o°o,c o' $00000,°co°.
LIGHT POLE O F -L / / SHOREY OR EQUAL 0000^
W/ 4 STONE s 2490 SF. O.K. 8'.X5' LHII 8 RS p & 0 P I \ PROPOSF�i PATIO _ o o °
S �ITI�'�a' STONE,- ?0 ORCH ,p' S `SLAB EL- 8.75 Q. REMAINS F WOOD FENCE
&C TO-GPADE -rte \ ALONG OT LINE
t ° / / 00 ' 0 1:12 HCP MP
0 -'I °o°0 0 0 °' a°oo°000000e
WATER GATE / 4" INV/ EL. 15.0
PROP, GRADE / / //, e4�'" r I CONTACTS:
/ CONIC. STEPS fiyr /.q if ?O �� 3/4" - 1 1/2"
SCREE G APPLICANT/OWNER: ILKI S TR REALTY TRUST
78 PROP. CONTOUR // �Q GONG. STEPS -��/�C �. ,71:,- ,r _r' - - DOUBLE4'M. AROU DSPIT
Q- EMER X. CT /�`�/ E7XISTING BLDGs /� /' �..�HBANHfS�EMAS0260t
CHAIN LINK FENCE TO STREET ROBERT D VrSTREE TRUSTEE
AREADRAIN SECTION CHRISTOPHER 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 pTRUST
5. D SIGN LOADING FOR ALL PRECAST UNITS 12" PROCESSED GRAVEL 3�J6 ROUTE 2S
off 5 8-362-4541 ONLY MDPW M1.03.1 VIB. ROLLER COMPACTED
TO BE AASHTO-H2O UNLESS NOTED. - fox 5§8 362-9860 �° WEST YARMOUTH, MA 02673
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO I TBM: HYDRANT TAG BOLT 110 REMOVE TOP & SUBSOIL COMPACT SUBBASE
BE USED FOR PROPERTY LINE STAKING. I T. EL. 17.13 NGVD 2. .;
7. ALL STORM RUNOFF TO BE CONTAINED A SITE. ,,,) \ ° ' PA�ME T -CROSS SECTION
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. CIOiS'71 gape engineering, inc.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. EXISTING CHAIN LINK ENCE \�� �� _;�� V3N OF MqJ'
TO BE REM VED. * NOT TO SCALE .r'IL`�`Xe` Of 444,
70, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT R OF DRX LL AREA OVINE H. 9G �? J'°t
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED " CIVIL .ENGINEERS �_ _ [T�' - RAIN 6'X5 LPIT ? OJALA AHE , ,
FROM BOARD OF HEALTH. ,`' T�r� 1 SCALE: 1"=20' DATE: 3-23-99
11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. LAND SURVEYORS I 45• ST�L / • * ` EL. 12.0 r � � V1 L � N��qg O "
c I F �� F&c EL 14.3 / l% Eo s REVISED: 6-11-99
12. BUFFER PLANTINGS AS REQUIRED.
939 mail t. yarmouthport, ma , 02675 He"wqr eq,o�T I �\ DATE o�AL�, �a l�� 20 0 zo 40 60 Feet
/ Q7` / ONLY N I / OBE- REMOVED
i( J
PROPOSED ING
1 STORY WOODFRAME
TOP FOUND, EL. 18.75 y % /// J / REMOVE EXISTING CESSPOOL
NOTES: _ ; °� =SLAB EL. 187-5' ,/�_ // - (f r
/ 6496�� i i F i LOCATE AND REMOVE ANY EXISTING
CESSPOOLS ON PROPERTY. FILL WITH
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS CLEAN COMPACTED SAND. (TYP.)
APPROXIMATE, PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE TH��REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY 0TH - TILITIES WHICH MAY HAVE CABLE, PIPE OR / / 2/80
EXIST. STREET S;N 0 �_
EQUIPMENT IN THE CONSTRUCTION AREX .OR -VERIFICATION OF LOCATIONS. \ / 3 14
TRADERS N. PROPOSED 2
2. ALL CONSTRUCTION MATERIALS, COMPONENTS�D�IMETHODS EMPLOYED ON THIS SIGNS 0
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS / \ @(/pp
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD GATE IN a' CHIN LINK FR
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FENCE ALONC OT LINE
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. / 2 4"SCH4D PVC 1" TOPCOAT MASS DPW
AND YARMOUTH HEALTH REGULATIONS. ,.� 12" X 3"
3. VERTICAL DATUM IS NGVD29. _ �� EXISTING
NOTNT eEBUSED T-�N�Nf. g 1 Q% \ AT 2% MM. i CCBEP,M TYPE 11
�\ 2". BINDER
4. TOP OF FOUNDATION IS 2.0' BELOW HIGH POINT IN ROAD \� f _0CID 7"O 11 EXIST. S/W \ o (TYP.)
(TRADER'S LANE) (4.0' VARIANCE IS REQUESTED) J CONC. STEP \ 0 0 0 0 0 0 0 0
,p EP GRAN.CURB Q 0000000°"O°000 °o°O°o°o°o
` 1g0 29"MAX. HT.
1 96 EMERGENCY EXIT
E t1
x
�OGrF OF 'n
POFR'�
LOCUS
P�
OQO Q
m�
LOCUS MAP
SCALE 1" = 1000'
AS-5ESJvkz> MAY 3U FOLS 155 & 1.56
PLAN REF. LCP 30017A
CTF#142804
ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES)
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX IMPERVIOUS COVERAGE: 70%
GROUNDWATER OVERLAY DISTRICT: NONE
FLOODZONE: C&B (YAR. PANEL 5)
EXISTING USE: VACANT BUILDINGS
PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
& ACCESSORY 30 SEAT RESTAURANT,H-10
& ACCESSORY RETAIL (300 SF) H-11
COMBINED LOT SIZE: 66,955 SFt (1.54 AC.t)
PROPOSED TOTAL IMPERVIOUS COVERAGE: 41,16 66955= 61.57° I
PROPOSED BUILDING COVERAGE: 8767/6695 =13.7% INCL. PATIO
HEAVY DUTY H-20 COVER PROP.H-20 8" r&vs
LABELED "DRAIN" 2'X 2' GRATE (TYP.)
DRILL (2) 1'0 HOLFS IN COVFR
,i'/ r MIRAFI 140N FABRIC OVER
DOUBLE WASHED STONE !4'' .V � � / _ � � / / / r -H-20
4" MIN. PEASTONE SOLID H-20
�� 00 / /4/ - \ • �. - / / I - I / / / PRECAST• 12"0 HDPE ... �.
RISERS
REO. DRILL (2) t"0
-
/ N-12 OR EQ. >_ MORTAR
/ h �'. R: SE VEE ARE. (TYP' c{ i'' 't` ` / r r l - _ �:t=. >w>. _< TYP.)
LEACHING TRENCH DETAIL �� EXISTING ERI-VED / r ry o > / D' (TYP.)
s:- HALES
AD
NOT TO SCALE R=30' �A��%�j, 2- / \, / 2
1 � ' 2 X 2' X Fi %E7?CHING ,_NCH -.) //� PROPOSED
'� %`T Cj / - .. ,�._ _ /% INV. 12. - i l
SEPTIC SYSTEM DESIGN DATA
SLOTTED 2H 0 H-20 3 c.e. ! AP
- - 12"0 HDP PIPE
i Sf i / %j �\.7 j 12"m DPC a 1000 GALLON Et.n w
SEPTIC TANKS: VENT / / /.; -1/ I_ r - _
• I r&' EL. 15.T j 1 j roY F ;-t
RESTAURANT: 30 SEATS (35 GPD/SEAT) - 1050 GPD 1950*2007,= 3900GAL. REO. USE 4000 GAL STl / \� '�% qn,.°'� ��- / -' / -,.,i �� / �' 1 j ----- - 6'mX6'-8" SHOBEY '' PROPOSED 11
1950*1007= 1950 GAL. REO. USE 2000 GAL ST2 �I�� '
100 OTHER OCCUPANTS (9 GPD/OCCUPANT) =900 GPD - "� I 1P1000H-20 OR EQUAL 1000 GALLON PRECAST
7 / /
t �- � �- �' i -= .. � . � 2 INV. 12.6
B moi- i' / / �% ' 0 � EDGE OF PROPOSED AVER � / - I I , H-20 CATCH BASIN
TOTAL DESIGN FLOW = 1950 GPD. GREASE TRAP 15(30)=450 GAL. USE 1000 GAL CREASE TRAP / - �---- / / - - / 1 i
---<, / i /1 / / ��✓.' Q4'
PARKING/
I _ - 0X6' -B" SHOREY ;OLIO
LEACHING: USE (5) 2'X2'X88' LEACHING TRENCHES 2680 SF .. /// --' . O y / / / BASIN H-20 OR EQUAL
NO GARBAGE DISPOSAL ALLOWED a "Ly ' / �� / /.i / / '�
-CAPACITY: 2680 (,74) = 1983 CPD> 1950 CDD. O.K.
v 6 WASHED STONE UDERI H \
N QQ / r 3'x2' LEACHING TRENCH STRUCTURE, COMPACTED \SECTIONAL PL4TE
4 v� 0 Q" r r EXISTING BETWEEN STRUCTURES
SEE TRENCH CROSS SECTION MIRAFI 140N c,&RAP 12"
STEEL _ MIN AROUND PIT
BUILDING 3�4" 1 1�2" FABRIC OVER
4"
/ WASHED STONE TIP PEAsroNE
i
/ 12"0 SLOTTED H-20
5 % -' / i v' / / i / / �/'... � 2 � ..INV. 13.4 /
/ - °f =/;- - ; , � DRAINAGE CROSS SECTION - QUAL
N / / I CORRUGATED HOPE PIPC
ADS N 12 ORE
'_ / / / // / �•/ i / „ ' /= i' _ - GO, / /' NOT TO SCALE JS" -1.5" DOUBLE
.� / / • �,�, �. �, - �--"_- - -F&.4 _ .. WASHED STONE
6" LOAM & SEED DISTURBED AREAS COMPACTED 6" LIFTS
D-BOX'moi / / / i' -
Z „ FILTER FABRIC UN ER (TYP.)
00 / / GRATE UNTIL LAWN
STABILIZES - -
ADJUSTING BLOCKS/H-20 RISER
DRAINAGE CALCULATIONS: i/ �" sw ' > S o // MORTAR ALL GDMPONENTs
Al 2000 �AL qp e TRENCH CROSS SECTION
ROOF DRAINAGE AREA = 8000 Sr, 25 YR STORM '\ ry0' STZ S _ ,f ,arc MAP 0 PCL 57 (�-) NTS
RATIONAL METHOD O=CIA = 0.95(5.00)(8000/43560)(448.8)-392 GPM `\ / --.( 1 4000 GAL 10 - GAL G,T -/ ' O^I�^'I'-� } / J C REALTY CORP _ 00-------
P-'-
392 GM i -
/0.7GPM/SF=559 SF REQUIRED i -� /, 'Y STI .q�. u ma=y ��' / / ° o °o°o°OO o, 4" MIN. PEASTONE
USE (2) 6'X5' LPFrS W/ 4' STONE = 660 SF O.K. \ 70
00, / . -� 3@ ZEN ', X 11' p0 N j 4"OSCH-40 PVC AT 2% MIN. o '�- °'coon°000 AND MIRAFI 140NS i
Q ,o '�
y 0 / FROM ROOF GRAINS ` o o n FABRIC OVER STONE
VSO DRAINAGE AREA 44,628 SF, 25 YR STORM I //'. / / / ��, 4---. Rq/ / p, -° c ° 5'-D X 6'0
Q GAS GATE
ROOF VT - 35,597 SF, GRASS/WOODS = 9231 SF CN=082 �� j, �' / -�' �• _. /' ry INVERT LISTED ° H-20 c'oo°o
RATIONAL METHOD O=CIA 0.82(4.20)(44828/43560)(448.8)=1561 GPM✓ v / •.`'� p - o o ° ° $o°o a°oa
1561 GPM/0 7GPM/SF=2272 SF REQUIRED
/ / S• p i Q� I / / o o° c o 600 CAL. 1O o°'Doc°�°o
0000' coon- IEACHPIT oc opo,°o 0
USE 50' X 3' X 2' LEACHING TRENCH & 5 1000 GAL LPITS I ROOT DRYWELL - - gRA1 .00, ` .I / / o°o,c o' $00000,°co°.
LIGHT POLE O F -L / / SHOREY OR EQUAL 0000^
W/ 4 STONE s 2490 SF. O.K. 8'.X5' LHII 8 RS p & 0 P I \ PROPOSF�i PATIO _ o o °
S �ITI�'�a' STONE,- ?0 ORCH ,p' S `SLAB EL- 8.75 Q. REMAINS F WOOD FENCE
&C TO-GPADE -rte \ ALONG OT LINE
t ° / / 00 ' 0 1:12 HCP MP
0 -'I °o°0 0 0 °' a°oo°000000e
WATER GATE / 4" INV/ EL. 15.0
PROP, GRADE / / //, e4�'" r I CONTACTS:
/ CONIC. STEPS fiyr /.q if ?O �� 3/4" - 1 1/2"
SCREE G APPLICANT/OWNER: ILKI S TR REALTY TRUST
78 PROP. CONTOUR // �Q GONG. STEPS -��/�C �. ,71:,- ,r _r' - - DOUBLE4'M. AROU DSPIT
Q- EMER X. CT /�`�/ E7XISTING BLDGs /� /' �..�HBANHfS�EMAS0260t
CHAIN LINK FENCE TO STREET ROBERT D VrSTREE TRUSTEE
AREADRAIN SECTION CHRISTOPHER 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 pTRUST
5. D SIGN LOADING FOR ALL PRECAST UNITS 12" PROCESSED GRAVEL 3�J6 ROUTE 2S
off 5 8-362-4541 ONLY MDPW M1.03.1 VIB. ROLLER COMPACTED
TO BE AASHTO-H2O UNLESS NOTED. - fox 5§8 362-9860 �° WEST YARMOUTH, MA 02673
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO I TBM: HYDRANT TAG BOLT 110 REMOVE TOP & SUBSOIL COMPACT SUBBASE
BE USED FOR PROPERTY LINE STAKING. I T. EL. 17.13 NGVD 2. .;
7. ALL STORM RUNOFF TO BE CONTAINED A SITE. ,,,) \ ° ' PA�ME T -CROSS SECTION
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. CIOiS'71 gape engineering, inc.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. EXISTING CHAIN LINK ENCE \�� �� _;�� V3N OF MqJ'
TO BE REM VED. * NOT TO SCALE .r'IL`�`Xe` Of 444,
70, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT R OF DRX LL AREA OVINE H. 9G �? J'°t
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED " CIVIL .ENGINEERS �_ _ [T�' - RAIN 6'X5 LPIT ? OJALA AHE , ,
FROM BOARD OF HEALTH. ,`' T�r� 1 SCALE: 1"=20' DATE: 3-23-99
11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. LAND SURVEYORS I 45• ST�L / • * ` EL. 12.0 r � � V1 L � N��qg O "
c I F �� F&c EL 14.3 / l% Eo s REVISED: 6-11-99
12. BUFFER PLANTINGS AS REQUIRED.
939 mail t. yarmouthport, ma , 02675 He"wqr eq,o�T I �\ DATE o�AL�, �a l�� 20 0 zo 40 60 Feet
/ Q7` / ONLY N I / OBE- REMOVED
i( J
PROPOSED ING
1 STORY WOODFRAME
TOP FOUND, EL. 18.75 y % /// J / REMOVE EXISTING CESSPOOL
NOTES: _ ; °� =SLAB EL. 187-5' ,/�_ // - (f r
/ 6496�� i i F i LOCATE AND REMOVE ANY EXISTING
CESSPOOLS ON PROPERTY. FILL WITH
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS CLEAN COMPACTED SAND. (TYP.)
APPROXIMATE, PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE TH��REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY 0TH - TILITIES WHICH MAY HAVE CABLE, PIPE OR / / 2/80
EXIST. STREET S;N 0 �_
EQUIPMENT IN THE CONSTRUCTION AREX .OR -VERIFICATION OF LOCATIONS. \ / 3 14
TRADERS N. PROPOSED 2
2. ALL CONSTRUCTION MATERIALS, COMPONENTS�D�IMETHODS EMPLOYED ON THIS SIGNS 0
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS / \ @(/pp
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD GATE IN a' CHIN LINK FR
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FENCE ALONC OT LINE
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. / 2 4"SCH4D PVC 1" TOPCOAT MASS DPW
AND YARMOUTH HEALTH REGULATIONS. ,.� 12" X 3"
3. VERTICAL DATUM IS NGVD29. _ �� EXISTING
NOTNT eEBUSED T-�N�Nf. g 1 Q% \ AT 2% MM. i CCBEP,M TYPE 11
�\ 2". BINDER
4. TOP OF FOUNDATION IS 2.0' BELOW HIGH POINT IN ROAD \� f _0CID 7"O 11 EXIST. S/W \ o (TYP.)
(TRADER'S LANE) (4.0' VARIANCE IS REQUESTED) J CONC. STEP \ 0 0 0 0 0 0 0 0
,p EP GRAN.CURB Q 0000000°"O°000 °o°O°o°o°o
` 1g0 29"MAX. HT.
1 96 EMERGENCY EXIT
E t1