HomeMy WebLinkAbout336 Route 28 Site Plan24'I.D. CAST IRON COVERS j • - I '
AS SHOWN. MORTAR ALL COMPONENTS 1 O" _
EL. 17.2f \ MAP 38 PCL 122
SLAB=T.FOUND.=. EL. 18.0 - zryo' \`J \ \ \ ROBERT D. CANNON
S B / (I / \
EXISTING TREE OF. AT LEAST 4 CALIPER THAT EXIST'IN BUFFER ZONES SHALL BE/ _
RETAINED. I �SUCH TREES DO OF EXIST, 3" CALIPER/1 TREES SHALL BE PLANTED A### \ \ 26
15.62 INTERVALS�OF AT MOST 20' (3 1.4 .4) (TYP.�ALL BUFFERS). ^
10" '24" TO D -BOX / Yy,. -.* \\ ) ROGri PO02 U) -
TEE STI TEE 15.09 10" - 14 -• c5
15.12
SEPTIC TANK 00
2000 GAL HT2-0 TEE @\ S ON v \ O
4"SCH40 PVCTEE / 2 �
12' AT % i f' �
2 • 5'-8" LIQ. LEVEL GAS SEPTIC TANK GAS BAFFLE & 14.84 / 2 F wy - S: LOCUS `T� :F
FROM 15.37 BAFFLE 4"SCH40 PVC ZABEL FILTER ZpN_� r
ACME OR EQUAL - 4' LIO LEVEL
BUILDING AT 1% I - /`t 1/8"
_ _ ACME OR EQUAL
. � SEWER ONLY •- ` ++' fir'
. - • _ -
- _ - . .. EDGE PAVEMENT �r� � //
1 MAP 30 PCL 156 2 "
6 GRAVEL & MECH.
•6" GRAVEL & MECH, COMPACTION TYP. / I #18 TRADER$ LANF7
• SLAB COMPACTION (TYP.) (TYP.)/- � � I I // n
767 15007 SF / MANUF. Le RON, BROC ^ON, MA e.
-� 1q. 0.34 AC.t _ MODEL LT 1'05 �' �� �,
/ ( )� WEIGHL 4 LBS m Q-
& FROM KITCHEN SINKS 70 5T1 �� 7 p� °• I 2 ��
& DISHWASHER ONLY mJ� '/ EDGE PAVE O N 0 @ P �j� ACC �� 3
0"
15.85 4"SCH40@1.5% 15 65 _ TEE 1000 GAL H-20 U,c�F
COV
INV. AT BLDG GREASE TRAP �°fn, al 1 /' / r
4' LIQ. LEVEL 15.40 / / EDGE PAVE ``� % I1 SCALE: 3/4" = 1'-0"
ACME OR EQUAL CAPE COD BERM ^,�
12" / TYP. MAP 0 PCL 156 // / / / ,0��m EXIST. SHED
- CONNECT ENDS OF TRENCHES WITH a"CSCR a0 PVC LOT 1 LLIARDS REALTY TRUST/
6" GRAVEL & MECH. COMPACTION (TYP.) AND VENT AS SHOWN ON SITE PLAN. 20•
24"CAST IRON COVE @UF .'�\ 47,040 SF
BLOCK UP D -BOX, 24"LD. RISER - F (1.08 AC.t) v- / / / -' C) ">• � �
TO GRADE, MORTAR ALL COMPONENTS / @�2 _FR / / i% // , / ' / /'/ / ;' /@�2 Ip-
/ 2 2' X 2' LOCUS MAP
TOP PEASTONE EL. 14.95 n 3' WASHED PEASTONE & )iIRAFI 140N FILTER. FABRIC VER 4"SCH40 PIPES fESERVE AREA ) ��/ // '//7 ij/ 1� \p \ (/// SCALE 1" = IODO'
FROM ST2 4"OSCH-40 PVC LINES AT 0.5%, TITLE 5 ORIFICES. / _ / / / Op., / VEN� .0, \ /
''//i ASSESSORS MAP 30 PCL 156 ( P 2 L Aa)
OLD MA 5 PC
- ° / I / /' / / 6'O / r /' , PLAN REF. LCP 30017A
4"OSCH 40 PVC AT 1% o °00 °° °o°o°° o o° Q' '7 / / / O -
o ° o 0 0 0 0 c 0 0 0 0° 0 0 0� _ c \
v �o � / � - I - / /: / /' / / ° � / / � CTF//142804
o°c°o°o°c°o°° o ° 0 000 0 ° 0 ° oo„ 'c o 0 0°0 0 ° c ✓': :.._. .` .i � oSo ,F, r �4i :' / '
t3.92 v✓ Q "'S r / i // / / ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES)
14.74 14.57 12.37 Qe / // 8'R /`r,'�-`� / / SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
1a.37 / ' / 7 PAINT (TYP.) -s" x s'o o'o G / / / MAX BUILDING COVERAGE 25%
11 92 H EAC P 5 WI E4TING STEEL BUILD MAX IMPERVIOUS COVERAGE: 70%
- H-20 D -BOX ON 12" COMPACTED GRAVEL (5) 2• X 2' X E8' LEACHING T=ENCNES Q� L / �OZ 02`. f_ / / i/ i, �
ACME DB5 H-20 OR EQUAL SEE CPOSS SECTION ['� / ti. % 7, / , / , 4/ i 4' Mla:�. H b sT �E (TYp. GROUNDWATER OVERLAY DISTRICT: NONE
INVERTS LEVEL FOR 1ST 2' �~ / i' ri 'J / / ,• 7 / l /
FLOODZONE: C&B (YAR. PANEL 5)
EXISTING USE: VACANT BUILDINGS
SEPTIC SYSTEM SECTION j ` �D
/ / 0 2. 20p i ( PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
��b PCL 5 / / / /I i /; / 2 v. O r 7 Pl F&G EL 16.0/,
/ & ACCESSORY 30 SEAT RESTAURANT,H-10
BOTTOM TH2 /8 TRADERS E ti /+ / o LOTTED 12 HDPE ACCESSORY RETAIL (300 SF) H-11
NOT TO SCALE -. �y ro WITH 2'X3'STONE ,/
EL 6.9 8'X6'FENCED ' i� / Y / LOT SIZE: 47,040 SFf 1.08 AC.t)
NO WATER FOUND / / i / 2000 JAL/ '�/ i TRENCH DRAIN
j DUMPSTER FAD. / j / , / / PROPOSED IMPERVIOUS PAVING : 20577/47040=
i ST2 / TYP.) /7 /I /
4" PERF. SCH-40 PVC DISTRIBUTION LINES / ./ / %� j / ( ,, 7/ INV 9 EDGE OF FIR POSED AVED 43..8 -
FINISHED GRADE VARIES L//it- �_ 12.9 {fififi� - -
A7 0.005 PITCH FROM D -BOX / \\����'��`✓� - _ / Q '�, �; S L � ///j / PARKING/(TY .) � PROPOSED BUILDING COVERAGE: 6950/47040 = 14.87 (<25% O K.) .
TITLE 5 ORIFICES / '/�y�- ��,i �.-- / i , / TOTAL IMPERVIOUS COVERAGE: 28510/47040 = 58.5% (<70% O.K.)
INVERT VARIES FROM EL. 14.37' •� - AT START TO EL. 13.92' AT END. / - 'd - i' 76 " o / ,
8 I O° / I / HEAVY DUTY H-20 COVER PROP.H-20 8' F&G'S
`� as j7 4000 G p �6 �. y Q. EXISTING LABELED "DRAIN"
I----) - / 42% MIN. ( PVC / ,2 40 / STEEL DRILL 2 1"O HOLES IN COVER 2X 2' GRATE (TYP.)
' 3" PEASTONE WITH 6' AEI �\�
2.33' AT 27 MIN. (TYP.) 'S 10 GAL /T „ '00' m� BUILDING '.
o FESEPVr / 1
._ _.1 ° "QUALITY LANDSCAPE L� 112.9 / ,/III - SEE PAVEMENT CROSS SECTION
I & IRRIGATION" 0:2 R�2S - --?�- .' / -�oTY _.\ .S C / 1
2' X 2.33' OF .75"-1.5" I 2�I 2- / 2pN SO' ,./ 4.,. 7.72 7 °o I O &G / / % / MIRAFI 140N FABRIC OVER H-20
DOUBLE WASHED STONE FF t I / E' ?o o' - ` 6.3' /" / ' 4" MIN. PEASTONE PRECAST SOLID H-20
F-.r__,� ,\ /... l AS RRISERS ADS "012DOR EQ. DRILL• ..
PRbPOSEO'ROOF DRAIt4 /' _ _ __ 7/-- / / MAP 39 PCL 15 (2)•t'O l'. (TAR
f
INV. EL. 3.5 ij �, R \ \ " J D REALTY CORP / HOLES MORTAR
SEPTIC :TRENCH DETAIL S E DETNL �, ,;777 #342 & #34a r
NOT T A / BELOW' O I \ 7 XLOTTED2.0' (TYP.)
0 0 SC LE % Jajj H-20
. / _ __- \ 1z"O HDPE - PROPOSED
.. _ _-�_r. / H- O C.B.TRAP
\ 1 SWALE a ,' _- - - - INV LISTED 3
SEPTIC SYSTEM DESIGN DATA r / / " P N P 12 HDPE PIPE
/ 1000 GALLON ELBOW
.� i�,�G' LEACHPIT
SEPTIC TANKS: / ,' m / / - -' / Af 2 ///r --� " / /.. /Q\.� -_... _. ..
/��- _.. - . --^1- <, - _- .0 �\ 6'0X6'-8" SHORFY F
PEs rn URANT: 30 SEATS (35 GPD/SEAT) = 1050 GPD 1950'2007= 3900GAL. REO. USE 4000 GAL STI / / ° - .ti n,; r' 7 - -
Iao0"10^v%= 5950 GAL. kt0. USE 2000 GAL ST2 \ , n' p / - /' - J - I:q -q -� LP1000H-20 OR EQUAL 1000 GALLON PRECAST
! X100 OTHER OCCUPANTS ( 9 GPD/OCCUPANT) = 900 GPD - - \ ^-� =/ //� '3.
/ \ r� r \. _ \ "„ y H-20 CATCH BASIN
GREASE TRAP 15(30)=450 GAL. USE 100^ GAL GREASE TRAP j , / � i" /` - o`;• . \?,.�I. INM�,'S � ' %� %�� - DAT -
TOTAL DESIGN FLOW = 1950 GPD. _ C , /' - i / / �o ' �� \ 1118 ��' " `<>Qn4 r; / �' I - - '0X6'-8" SHOREY SOLID
LEACHING' USE (5) 2'X2'X88' LEACHING TRENCHES = 2680 SF \ i /°o• - _ / •'\ I BASIN H-20 OR EQUAL
NO GARBAGE DISPOSAL ALLOWED CAPACITY: 2680 .74 = 1983 GPO> 1a50 GPD. b.K. 0) / / / / ~ \� (. -'/ -, N / - _ - ..... -
( ) ,. 2A' ,I / I. ,h 6 WASHED STONE COMPACTED H
STRUCTURE, COMPACTED
1 3'%2' LEACHING TRENCH _ SECTIONAL PLATE
BETWEEN STRUCTURES ............... ......_..
// NaF, y&' %)' / RAINAGE `-EE TRENCH CROSS SECTION -
/ / OPR POSED BUILDING CP't y a_SC�11S / DA AREA 3/4' - 1 1/2" 4' MIN AROUND PIT MIRAFI 140N FABRIC OVER
PARKING CALCULATIONS: }. 2q WASHED STONE (TIP,)
STORY WOODF E �O" // REMAINS F WOOD FENCE SKETCH 4" PEASTONE OVERLAP 12"
USE N-4 : 1 SP/ 3 OCC. 117 OCC(1 /3) = 39 REO. ( , , . a 8 TOP FOUND. EL. W-O� Q' .,,;TING ,BLDG ; /'r, / 1 ALONG LOT LINE - 1 "=200'
l / / = SLAB E3�, fi CP R CROSS C 12"0 SLOTTED H-20
(� UTILITY POLE 39 SPACES PROVIDED INCL. 2 HCP, -_ 6950 SIT .t T FO BE REMOVED - / DRAINAGE AI N AGE CI ♦ OSS VECTION ADS CORRUGATED
N-12 OR EQUAL
/ n / �� DRAINAGE CALCULATIONS: GDRRDGATED HDPE PIPE
TREE CALC: T TREE/8 CARS = 5 REO. ;---._-� >. -
�� (6) 3" CAL. PARKING TREES SHOWN / Q- , ( S �. - - DRAINAGE AREA DAT = 27,552 ST. 25 YP. STORM NOT TO SCALE
PROPOSED 3" CAL. TREE 4 / .? o i . I l t;..t ,m ,� , r __ ,75°-1.5" DOUBLE
P I, % S / ✓ , , !i _ - ROOF/PVT = 21,329 SF, GRASS/WOODS 6223 SF CN=081
PARKING TREE / V �'/l, % �� j k _ _r ,' - r -- -RATIONAL METHOD=CIA 0.81(4:50)(27552/43560)(448.E )=1035 G:'M WASHED STONE
1` / HAI FENCE TO STREET
'kIH�,•.�:' OR BUFFER TREE AS REO. - /' / /(,� - ,„ y , 1035 GPM/0.7GPM SF =7479 SF REQUIRED. HOODED LIGHT 3 COMPACTED 6" LIFTS
:.'J7 USE 72' X.3' X 2', LEACHING TRENCH & (3) 1000 GAL LETS
BUILDING EXIT DOOR / __ •� -
W/ 4' STONE. _.1686 SF. O.K.
0.DRAINAGE MANHOLE/// DRAINAGE AREA DA2-13,300 SIT, 25 YR STORM -
/ i i \ V i h� REMOVE EXISTING CESSPOOL PAVEMENT = I7'1 SF, GRASS WOODS = 11579 SF -CN=D 43 2'
I� EY• / / o= RATIONAL METHOD O=CIA = -0.43 4.5)(13300/43560)(448.8)-265 GPM
C- GUY WIRE ST S/pfN ( _ / l 'y / 1� .G; / O �/, r ,'LOCATE AND REMOVE ANY EXISTING 265 GPM/0.7GPM/SF= 378 SF R�QUIRED DRAINAGE..TRENC'-I-J no^""• --
'q \ � CESSPOOLS ON PROPERTY. FILL WITH _USE 14': x 3' X 2' LEACHING TRENCH & (1) 600 GAL LPIT \ �N
tT FIRE HYDRANT i / oo. _ ,/ Q //�; f f .CLEAN COMPACTED SAND. (TYP.) W/ 4' STONE '= .486 SF. O.K.
Cr DRAINAGE- AREA DA3= 4130 SF, 25 YR STORM LIGHTING SPECS:
- / \ i OV SERIES POST TOP
O CATCH BASIN /\ \ o •� , RATIONA(' j ETH. O=CIA = 0.95(5.5)(4130/43560)(448.8)/.7=317 cr
111 h 7 / f $ OVC540-M 40DHP5
�QNQ TSPS USE 1 600 GAL. LEACHPIT W H 4' TONE 374 SF O.K. 22'OUADRATE VERTICAL/ TYPE V
EXIST. STREET SIGN � \ 20 B 29 MAX HT �_1� 1 �` S// r - - _ - 522'0 LUMENS
Oso TRADERS LN- �� UFFSR, EMERGENCY -EXIT \ \ � I PAINT (TYI'.) f o/ / � _ _ 25' TOTAL HT. VERIFY WITH VENDOR ETC.
GAS GATE / \;/ - THI TH2 _ .-1,11
m I , I ENGINEER: ARNE -H OJAIA P.E ENGINEER: APNE H. OJALA P.E. PLS 20'X 4 X .120 SQUARE STEEL (TENON) I, I
�1.( GATE IN 4' CHAIN LINK __ �� A v �� A" !j DOWN. CAPE ENGINEERING DOWN CAPE ENGINEERING POLEor
-j1-r LIGHT POLE FENCE ALONG LOT LINE /J- �'� k \i /; ""- t }.3` BOH:- AMY -VON HONE, R.S. BOH: AMY VON HONE, R.S. -�
fr7Sr _ - n / N• 4"SCH40 PVC �� F&C EXCV. BORTOLOTTI'CONST. EXCV.' BORTOLOTTI CONST.
FENCE TO BE F.EV^vED a� k AT 27 1.IN.. r.� / i, I! UUU
v , 'SC DATE:.3 3-99 3 PM DATE:3 3-99 3 PM i I n+I^±1) 7, 21999
C Pc C' Q TYP. �o �/ SCREENING - ( CONDUIT AND ANCHOR BOLT ISI
oc GROUND LIGHT VT EXISTING
TOCBE USED-ON�N� O� ,yam `z/ 3- ( ) o - 2q 0-2 0 LOAMY SAND 1DYR2/1 0-2' 0 LOAMY SAND 10182/1
!1 POSITION TO BE OBTAINED f
"LAMBERTS" 0 PROP5M Op. __ i : WIDE PLANTING STRIP MAINTAINED 2-6" ..E LOAMY SAND 10YR5/3 2-8 E L^AMY SAND 10YR5/3 I FROM LIGHTING MFG. 1
S O 1 EXIST. S/W SIGN WITH DENSELY PLANTED SHRUBS 5' HIGH 6-22 B LOAMY SAND 10YR5/6 8-28 8 LOAMY SAND 10YR5/5 3y�
WATER GATE FVOo 1 ° \ _END GRRi NITE //-- 1� .I11 9I� 757 EVERGREENS MIN, 22-726 Cl MED. SAND 2.5v7/4 28-120" Cl MED. SAND 2.5Y7/e 2' L 24"O BASE 8' LONG
EP GRAN.CURB 7 F&G EL 15,3 / � )-),.CAL _ EL. 19.2 0" 2' REVEAL
LL,, D ASTM A-79 GRADE 60
17.65 PROP. GRADE fi' T7;7 8Q'96 INV. 12.5' % 1/'�--" W/4' STONE.20 0 2. _ EL 16 9 0 r y STEEL REINF. 1' MIN COVER
1 AA R Mq,i. •/ - _ - _ ,• - E 6" E 8. (50006 PSI MR
PROP. CONTOUR N CONCRETE
18
I. f `!FJ'•L , �/ ( - C-- 2" RIGID GALVANIZED
TBM: HYDRANT TAG BOLT ,a 110 s• p 19 B B
EL. 17.13 NGVD - '� CJJcE INLET EL. 17.4 22" k- STEEL SWEEP
, FL 14 7 EL 14.6 ^P" 3 STIRRUPS AT 12'0-C.
24 GAL POOPED POLE LIGHTS:
J'•7 EXISTING CHAIN LIN NCE is C11 ('TOP PERC 7 MINUTES C1 NTS
"BAY CO -7 6'
1Y BAGEL CO." / f TO BE REMOVED. NGC _` �' TAPE= S!.CTION - L„J AT 48" <2 MIN./IN.
/ kiST RgOFS � /
GRANITE CURB �� �` /---- EL. 8.7 126" EL. 6.9 120"
/ CUT O T T- 6' TAPER SECTIO`t I \ �1 1 Yom/ HEI NO GROUNDWATER FOUND NO GROUNDWATER FOUND
4s' V k _ /
6" LO &SEED DISTURBED AREAS H{y
SrgiF 1" TOPCOAT
_ 2" X 3" _ SITE PLAN
/ I H7G �SJ 0" REV-- '�'2-J � CCBERM %�
qr CJJ SIOEWA AID" Com' E JST?J?,:l'EC � WHERE NO/ 2" RINDER
8" H-20 F&C (TYP.) �YOUT SIOEW'ALK. 1 ^rcA*: °I _P'E �\ GRANITE
4"OSCH OO PVC IN 27 MIN. \ (TYP. Bx _TS) - OF LAND IN
F�0![ ROOF DRAINS 1 `I MASS DPW -
IN%'Ec' LISTED �'.� \ Li
_ 000D000 O°ooQ TYPE 11
(WEST) YARMOUTH, MA
ADJUSTING BLOCKS/H-20 RISER °4
MORTAR ALL COMPONENTS #335 12"PROCESSED GRAVEL -
(TYP ) 'YARMOUTH HOUSE" GRANITE CURB SET MDPW M1.03.1 VIB. ROLLER COMPACTED
RESTAURANT IN CONC. BED AT ENTRANCE REMOVE TOP & SUBSOIL COMPACT SUBBASE PREPARED .FOR
4" MIN. PEASTONE CURB INLETS ON ENTRANCE BASINS
AND MIRAFI,4oNs ex, BILLIARDS REALTY TRUST
5'-0�X 6'O ..FABRIC OVER STONE - off 508-362-454, ST CUPS
-20 PAVEMENT CROSS SECTION
H 0 fox 508 362-9880 C1'•�
0 , LEACHPIT NOT TO SCALE -
600 GAL, k
#336 ROUTE 28
as"OBEY DR EQUAL / 'A OF WEST WEST YARMOUTH, MA 02673
down cape engineering, inc.
EH. c tHd@X J SCALE: 1"=20' DATE: 3-23-99
La H. �E zo o zo 40 60 Feet REVISED: 6-i1-99
CIVIL ENGINEERS c307 s ALA N --
\ BLE 3/4'- I 1/z" N x= - LAND SURVEYORS 9 c26 REVISEREVISED. 11-8-99
12-9 (ROTATEBLDG.
.)
/ � s�Q, D. 11-2 99 ( sc.>
DOUBLE WA51;ED STONE L 0 REVISED: 11-22-99 (BUFFERS)
4' MIN- AROUND PIT .. `-�
ROOF DRAIN SFCTION 939 main st. yarmouthport, ma 02675 DATE NE H. OJALA, P.L.S.
a 1 _ N07 T: SCALE /