HomeMy WebLinkAboutDecision 3582 - Site Plan24"I.D. CAST IRON COVERS
AS SHOWN. MORTAR ALL COMPONENTS
SLAB=T.FOUND.=. EL. 18.0
EMERGENCY VEHICLE ACCESS DRIVE
4" THICK PORTLAND CEMENT 12"PRCSD. GRAVEL WITH 3" LOAM &-SEED OVER
SIDEWALKS W/W.W.F. RAIL FENCE WITH REMOVABLE SECTION
SCORE SECTIONS AT 4.5'. AT STREETLINE TO PREVENT ROUTINE ACCESS
_EXPANSION JOINTS AT 18' O.C.
EXPANSION JOINT
MATERIAL
ITCH 2% BRISTLE BROC M FINISH
AWAY FROM BLDG.
d. "
e 5..
0 °oeo0 0 0 0°0 0°0°0°0°0°0
°o°o°°°o°o°o°o°o°o°o°o°o -
EXISTING TREES' OF AT LEAST 4? CALIPER THAT EXIST TIN BUFFER ZONES SHALL BE
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER, TREES SHALL BE PLANTED A
INTERVALS'OF AT MOST 20' (31.4.4) (TYP. TALL BUFFERS) r+
I + /
r 2S I
r
2 I
\�� \ MAP 38 PCL 122
1 \ ROBERT D. CANNON
\ 26"
+1
8 11/8..
1 - BUILDING A M AT 1% ACME OR EQUAL FIRST FLR = SLAB o°o°o°o°o°o°o°0°0°090°0909090°0°00°° f -
o M Q- /K ._...1 .,, - � SCREENING PER 31.4.5
SEWER ONLY EL 18.0 °o°° v °o ° �4� 4' WIDE PLANTING RIP MAINTAINED r/ �1 'n',`1 `t•i" ^ r 2 I,
• 8" COMPACTED GRAVEL o °o J % S'
• - SHRUBS 5 HIGH
6" GRAVEL & MECH. $o l.. $o
6" GRAVEL & MECH. 00 00 _, WITH DENSELY PLANTED
f 75% EVERGREENS IN. r /
COMPACTION (NP.) o°°o°o°°o°°o° FENCE n0 `{\ MAP 39 PCL 156 r , I /
TYP. WH INDICATED
COMPACTION (TYP.) O x•':47; "44 , / / MANUF. LeB,4RON, BROCI TON, MA
'SLAB `>' 6 18 TRADE5007SF
LANE I ' MODEL: LT (705 ,1�•
OMPAC D GRAVEL ALL AROUND 10° O i'; \ .1\ /> I / / WEIGHT: 43
s' I b LBS I
IN FROM KITCHEN SINKS - NOTE: ALL SIDEWALKS TO CONFORM tiO Ol"O=v /OOp O ,` r % 0.34 ASF "I rl /
TO ADA STANDARDS.
& DISHWASHER ONLY loll TO 5T, SIDEWALK CROSS SECTION - ���� EDGE PAVE 0 NO ' `gip I /( TYPICAL ACCESS COV
15.85 4"SCH40®1.5% 15,6FTEE1000 GAL H-20 \ '}' I
GREASE TRAP I 1 SCALE:/4" = 1'-0"''„
INV. AT BLDG 15.40 NOT TO SCALE EDGE PAVE �O r / i /�, '•� / l I,. !� r pU'
a' L10. LEVEL CAPE COD BERM-, ; p
ACME OR EQUAL NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY / - ,
•, 1 12" REPAIRED SECTIONS OF SIDEWALK ALONG RT.2B TO / f T'YP. MAP 0 PCL 156 / /' , / r '\ / ti0 O2r"
• ,• CONFORM TO PAVEMENT SECTION - _ _ TR / / -r / '
•-• _ _ \ LOT 1 LLIARDS REALTY TRUST'
000
CONNECT ENDS OF TRENCHES WITH 4"OSCH 40 PVC _
EXIST. SHED
6" GRAVEL & MECH. COMPACTION (TYP.) AND VENT AS SHOWN ON SITE PLAN. 2D - 47,040 SF % i j / / / / / / �} R�2S l+ /^ 4"i /OOp'1-
e�Fk4 (1.08 AC.t) i / / ��'r_B� Z�NF ' i,<
24"CAST IRON COVE BLOCK UP D -BOX, 24"LD. RISER / '. � •
TO GRADE. MORTAR ALL COMPONENTS _ \�
/ / 2 L -, 2' X � X' -SS' G TRENCH (TYP) ' / -
, /�
/TOP PEASTONE EL. 14.95 < i3" WASHED PEASTONE & MIRAFI 140N FILTER FABRIC VER 4"SCH40 PIPES /r I / RESERVE AREP �) / / / 8 ',
�_ - _ , . ,Dq. / / / VENT
`YOO�
FROM ST2
4"OSCH 40 PVC AT 1%
o'
14,7 14.57
14.37 12.
H-20 D -BOX ON 12" COMPACTED GRAVEL
ACME D85 H-20 OR EQUAL
INVERTS LEVEL FOR 1ST 2'
WATER TEST D -BOX FOR LEVEL
TO D -BOX
5.6224"
10"
P
�
14"
TEE ST1
TEE
- 15 12 15.09
TEE ST2
TEE
0�
4"SCH40
4000 GAL H-20
LOCUS MAP
-.
PVC
12' AT
SEPTIC TANK
` 2000 GAL
GAS BAFFLE &
14.84
2%
FROM 15.37
5'-B' LIQ. LEVEL
C OR EQUAL
GAS•
BAFFLE
4"SCH40 PVC
K
(: SEPTIC TANK
4' LIQ. LEVEL
ZABEL FILTER
•-
EMERGENCY VEHICLE ACCESS DRIVE
4" THICK PORTLAND CEMENT 12"PRCSD. GRAVEL WITH 3" LOAM &-SEED OVER
SIDEWALKS W/W.W.F. RAIL FENCE WITH REMOVABLE SECTION
SCORE SECTIONS AT 4.5'. AT STREETLINE TO PREVENT ROUTINE ACCESS
_EXPANSION JOINTS AT 18' O.C.
EXPANSION JOINT
MATERIAL
ITCH 2% BRISTLE BROC M FINISH
AWAY FROM BLDG.
d. "
e 5..
0 °oeo0 0 0 0°0 0°0°0°0°0°0
°o°o°°°o°o°o°o°o°o°o°o°o -
EXISTING TREES' OF AT LEAST 4? CALIPER THAT EXIST TIN BUFFER ZONES SHALL BE
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER, TREES SHALL BE PLANTED A
INTERVALS'OF AT MOST 20' (31.4.4) (TYP. TALL BUFFERS) r+
I + /
r 2S I
r
2 I
\�� \ MAP 38 PCL 122
1 \ ROBERT D. CANNON
\ 26"
+1
8 11/8..
1 - BUILDING A M AT 1% ACME OR EQUAL FIRST FLR = SLAB o°o°o°o°o°o°o°0°0°090°0909090°0°00°° f -
o M Q- /K ._...1 .,, - � SCREENING PER 31.4.5
SEWER ONLY EL 18.0 °o°° v °o ° �4� 4' WIDE PLANTING RIP MAINTAINED r/ �1 'n',`1 `t•i" ^ r 2 I,
• 8" COMPACTED GRAVEL o °o J % S'
• - SHRUBS 5 HIGH
6" GRAVEL & MECH. $o l.. $o
6" GRAVEL & MECH. 00 00 _, WITH DENSELY PLANTED
f 75% EVERGREENS IN. r /
COMPACTION (NP.) o°°o°o°°o°°o° FENCE n0 `{\ MAP 39 PCL 156 r , I /
TYP. WH INDICATED
COMPACTION (TYP.) O x•':47; "44 , / / MANUF. LeB,4RON, BROCI TON, MA
'SLAB `>' 6 18 TRADE5007SF
LANE I ' MODEL: LT (705 ,1�•
OMPAC D GRAVEL ALL AROUND 10° O i'; \ .1\ /> I / / WEIGHT: 43
s' I b LBS I
IN FROM KITCHEN SINKS - NOTE: ALL SIDEWALKS TO CONFORM tiO Ol"O=v /OOp O ,` r % 0.34 ASF "I rl /
TO ADA STANDARDS.
& DISHWASHER ONLY loll TO 5T, SIDEWALK CROSS SECTION - ���� EDGE PAVE 0 NO ' `gip I /( TYPICAL ACCESS COV
15.85 4"SCH40®1.5% 15,6FTEE1000 GAL H-20 \ '}' I
GREASE TRAP I 1 SCALE:/4" = 1'-0"''„
INV. AT BLDG 15.40 NOT TO SCALE EDGE PAVE �O r / i /�, '•� / l I,. !� r pU'
a' L10. LEVEL CAPE COD BERM-, ; p
ACME OR EQUAL NOTE: THIS SECTION FOR BUILDING SIDEWALK ONLY / - ,
•, 1 12" REPAIRED SECTIONS OF SIDEWALK ALONG RT.2B TO / f T'YP. MAP 0 PCL 156 / /' , / r '\ / ti0 O2r"
• ,• CONFORM TO PAVEMENT SECTION - _ _ TR / / -r / '
•-• _ _ \ LOT 1 LLIARDS REALTY TRUST'
000
CONNECT ENDS OF TRENCHES WITH 4"OSCH 40 PVC _
EXIST. SHED
6" GRAVEL & MECH. COMPACTION (TYP.) AND VENT AS SHOWN ON SITE PLAN. 2D - 47,040 SF % i j / / / / / / �} R�2S l+ /^ 4"i /OOp'1-
e�Fk4 (1.08 AC.t) i / / ��'r_B� Z�NF ' i,<
24"CAST IRON COVE BLOCK UP D -BOX, 24"LD. RISER / '. � •
TO GRADE. MORTAR ALL COMPONENTS _ \�
/ / 2 L -, 2' X � X' -SS' G TRENCH (TYP) ' / -
, /�
/TOP PEASTONE EL. 14.95 < i3" WASHED PEASTONE & MIRAFI 140N FILTER FABRIC VER 4"SCH40 PIPES /r I / RESERVE AREP �) / / / 8 ',
�_ - _ , . ,Dq. / / / VENT
`YOO�
FROM ST2
4"OSCH 40 PVC AT 1%
o'
14,7 14.57
14.37 12.
H-20 D -BOX ON 12" COMPACTED GRAVEL
ACME D85 H-20 OR EQUAL
INVERTS LEVEL FOR 1ST 2'
WATER TEST D -BOX FOR LEVEL
3CH-40 PVC LINES AT 0.5%. TITLE 5 ORIFICES. / SCREENING • _ ' 'V /' / / / / / // r i' l
ASSESSORS MAP 30 PCL ' '� / ,. % / PLAN REF. LCP 300174 (OLD MAP 25 PCL A4)
301.4.5
a / / / s; a /,/ I'
>.. � �',o / , / O ...i / r r CTF#142804
,y ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES) 13.92 (y� ,Q i ^J s .... 1/ / / / % /' % j /.�/ 8'R I , Vi"vvs o i /� ' l i /
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
_' r i MAX BUILDING COVERAGE 257
- -`I ........ -. _ / t�-+ PAINT (TYP.) / 4 MINX 6'0 H/ ST GA / i
11.92 '� aQ / z� ' I � � // / / / � / ,�/ / rT- EACH P, s wl � / EXISTING STEEL BUILDING � MAX. IMPERVIOUS COVERAGE: 70%
2' X 2' x 88' LEACHING TRENCHES �� / �, E (TYP, GROUNDWATER OVERLAY DISTRICT: NONE
E CROSS SECTION- - D / / / / / ;r -f ; �, %
- � � FLOODZONE: C&B (YAR. PANEL 5)
SEPTIC SYSTEM SECTION
NOT TO SCALE
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 4"
AT START TO EL. 13.92' AT END.I--
3" PEASTONE WITH MIRAFI
°r RtS=RVr Mu� 2.33' o°� I
2' X 2.33' OF .75"-1.5' I 2' 6 2'. -
DOUBLE
-DOUBLE WASHED STONE T
NOT TO SCALE
SEPTIC SYSTEM DESIGN DATA
SEPTIC TANKS:
RESTAURANT: 30 SEATS (35 GPD/SEAT) = 1050 GPD 1950'2007"= 390OGAL. REQ.: USE 4000 GAL STI
87 OTHER OCCUPANTS ( 9 GPD/OCCUPANT) = 783 GPD 1950'1007,= 1950 GAL. REO.: USE 2000 GAL ST2 -
1833 GPD GREASE TRAP 15(30)=450 GAL. USE 1000 GAL GREASE TRAP
USE TOTAL DESIGN FLOW = 1950 GPD. LEACHING: USE (5) 2'X2'XB8' LEACHING TRENCHES = 2680 SF
NO GARBAGE DISPOSAL ALLOWED PARKING CALCULATIONS:
3 GPD> 1950 GPD. O.K.
USE N-4 & H-11: 87 OCC. (1 SP/ 3 OCC.) = 29 SPACES
USE H-10: 30 SEATS (ISP/3 OCC) = 10 SPACES
m 117 OCC. TOTAL 39 SPACES REQUIRED
UTILITY POLE 39 SPACES PROVIDED INCL. 2 HCP.
TREE CALC: 1 TREE/8 CARS = 5 REQ.
PROPOSED 3' CAL. TREE (6) 3" CAL, PARKING TREES SHOWN
PARKING TREE
p4f«z4-L<" OR BUFFER TREE AS REO. /
_r y BUILDING EXtT DOOR
OD DRAINAGE MANHOLE
C- GUY WIRE
FIRE HYDRANT
OCATCH BASIN
�sg GAS GATE
0 LIGHT POLE
11 /1\ fki
S
r
Gfi\ WATER LINES CURB
CUT
o GROUND LIGHT "LAMBERTS"
,y\IS
Q WATER GATE
If -7-6-51 PROP. GRADE
PROP. CONTOUR
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29.
4. TOP OF FOUNDATION IS 2.6' BELOW HIGH POINT IN ROAD
(TRADER'S LANE) (4.6' VARIANCE IS REQUESTED)
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE.
8. 6" LOAM AND SEED ALL !DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC PIPING SCH= 40 PVC UNLESS NOTED.
E BACKFILLED OR CONCEALED WITHOUT
7F HEALTH AND PERMISSION OBTAINED
10. COMPONENTS NOT TO BE,.
INSPECTION BY BOARD ONSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
FROM BOARD OF HEALTHREQUIRED. SEE NOTES ON PLAN
11, OWNERS ENGINEER TO ITER FT. MIN, AWAY FROM BUILDING.
12. BUFFER PLANTINGS AS SE PIPED TO DRAINS AS INDICATED. 2% MIN, PITCH.
13. PITCH SIDEWALKS 1/4"-OUIRED, SPRINKLER SYSTEM RECOMMENDED BY YFD,
14. ALL ROOF RUNOFF TO',
15. FIRE EXTINGUISHERS RL
EXISTING USE: VACANT BUILDINGS
DD' ?D F&G ELI, 160 PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
/ MAP 30 PCL -ids ;-r / i / r & ACCESSORY 30 SEAT RESTAURANT,H-IQ
/ g6 TRADERS (ANE"� t� % op: /}LOTTED 12"HDPE A po' i & ACCESSORY RETAIL (300 SF) H-11
BOTTOM TH2 / I / �O, WITH 2'X3'STONE /,, / / LOT SIZE: 47,040 SFt
EL. 6.9 '�; 8'X6 FEL. ED ��,' / / TRENCH DRAIN , _�/� / � I (1.08 AC.t)PROPOSED IMPERVIOUS PAVING : u i
NO WATER FOUND %/� // x' ? ;- DurhPSTER PAD 2S000 dddrrttttL�,, (TYP.) ,y��� IN EDGE OF PROPOSED {RAVED // PROPOSED BUILDING COVERAGE 26950/47040- 148% (<25% O.K.)
,$ /L /// 129
PARKING" /
V.
-/� / ;' / TOTAL IMPERVIOUS COVERAGE: 28510/47040 = 58.5% (<70% O.K.)
I
0 1 / I / HEAVY DUTY H-20 COVER PROP.H-20 8' F&G'S
/ 4'OSCH-40 PVC 1, Y - 4000 G 'p /66 o' p' �� I / /r EXISTING LABELED "DRmHOLES IN COVER
I 2X 2' GRATE (TYP.)
O Y .`.° 4 1 - STEEL ()
/ AT 27 MIN. (TYP.) /' / 10 GAL /T „ 'DD' �J l l BUILDING`
"QUALITY LA`:DSCAPE r SEE PAVEMENT CROSS SECTION
INV.'S GATI
& IRRION" RS 2QOVER O /
S I 2S.�D, / � � Js .5 &G �- // � , � MIRAFI 140N FABRIC
/, 4" MIN. PEASTONE R SERS T H-20 -
;c 20 i > `? _ --_ �--... ' y/ i' AS REQ. 12 SOLID
DHOPE DRILL• (2) 1„0
`� -1941, .( / _. _ '�^ _ - \�o/ ..r / MAP 383 ,PCL 15/ % ADS N-12 OR E0. HOLES MORTAR
/� r
PROPOSED'' DRAIN F£jV,_ `. \ -- =-� -- --/// ; / J D C' REALTYCORP _ `:..Y t (TYP.)
/ 1 It EL./135 Fi'-�. �-'�� ! x}342 & N34a
I ... SEE DErAAt..._ v AI_ , 1" i - „�;/ / ; 2.0' (TYP.)
+�,BELO ' • '�) -' / // SLOTTED H-20_ PROPOSED
__.� A ,,, / / / 12"o HDPE _ .
0��SWH-20 3,
ALE INV. LISTED
12"0 HDPE PIPE
i� d - 1000 GALLON ELBOW
OD, '.-7444..''id'7 iLEACHPIT
� p /// ...,,_ _ % _
a/ / 6'0X6'-8" SHOREY
7
\��S ? // '"' -------
/ % r LPI OOOH-20 OR EQUAL PROPOSED
��,<S� , - / 1H- GALLON PRECAST
H-20 CATCH BASIN
/7
-- / m' \ h 2 �• INS) S� ,� ,'/ j ry % DA1 '0X6'-8" SHOREY SOLID
\ / �O0O. 5 / -' J „ -� , . //, , _ , -J I - i'BASIN H-20 OR.. EOUA!. _
r'. / -} N / II 3'IY LEACHING TRENCH 6 WASHED
A HEDTUTONE INDERNEA H �ECTIONAL PLATE
+\\` )) ,• " •.' DA3
BETWEEN STRUCTURES
/, / i .� RAINAGE SEE TRENCH CROSS SECTION D
CO PACTE
rA0' o ;4 AREA 3/4" - 1 1/2" 4' MIN AROUND PIT
,� � MIRAFI 140N FABRIC OVER
/ PROPOSED BUILDING CPI "� /A M
I__ -
ALONG
i,Lq \N' /{ I' REMAINS OF WOOD FENCE SKETCH WASHED STONE TYP. 4" PEASTONE OVERLAP 12"
-y STORY WOODFfAME �/ ALONG LOT LINE 1"=200'
(TYP.)
T�P FOUND. EL
EL /418'D�-?-. I �g �' 'EXISTING BLDG. ,'v/CP 'i
12"0 SLOTTED H-20
TO BE REMQV€O
6950 sF,��j � �. - . _ " �� / w., i`DRAINAGE CALCULATIONS:DRAINAGE CROSS SECTION ON CORRUGATED HDPE PIPE
,. ; �, ,, - , ADS N-12 OR EQUA
;?... CROS' _ O NOT TO SCALE
L
+
DRAINAGE AREA DAl = 27,552 SF, 25 Y3 STORM .75"-1.5" DOUBLE
/ it ��� SWq - �" }- _-- EXISTING ROOF/PVT = 21.329 SF, GRASS/WOODS = 6223 SF CN=061
RATIONAL METHOD Q=CIA = 0.81(4.50)(27552/43560)(448.8)=1035 GPM WASHED STONE I
/ v r / - ^V --f /j ; - CHAIN 'LINK FENCE TO STREET 1035 GPM/OJGPM/SF =1479 SF REQUIRED HOODED LIGHT 3, COMPACTED 6" LIFTS
¢ OD. S c
(REMOVE) USE 72' X 3' X 2' LEACHING TRENCH & (3) 1000 GAL LPITS
4 TON = 6 F. O.K.
W/ STONE 168 S
DRAINAGE
PAVEMENT =R 1721EA ASF, GRASS/WO DS = 11579SFCN=O 43 - 2
l
/ r
REMOVE EXISTING CESSPOOL -
RATIONAL METHOD Q=CIA = 0.43(4.5)(13300/43560)(418.8)=2f,5 CF1.1
T-j� yl l.'LOCATE AND REMOVE ANY EXISTING 265 GPM/0.7GPM/SF= 378 SF REQUIRED \ DRAINAGE TRENCH CROSS SECTION
-� w 4C� o' r CESSPOOLS ON PROPERTY. FILL WITH USE 14' X 3' X 2' LEACHING TRENCH & (1) 600 GAL L'IT NTS
// S CLEAN COMPACTED SAND. (TYP.) W/ 4' STONE = 486 SF. O.K.
----� \ Q �. LIGHTING SPECS:
DRAINAGE AREA DA3= 4130 SF, 25 YR STORM OV SERIES POST TOP
RATIONAL METH. Q=CIA = 0.95(5.5)(4130/43560)(448.8)/-7=3;7 SF QVC540-M 400HPS
l hVr USE (1) 600 GAL. LEACHPIT WITH 4' STONE = 374 SF O.K.
CONC...STEPS / O., ' / '� 22"QUADRATE VERTICAL/ TYPE V
v� 1// / 1 j 51000 LUMENS
20 - 29"MAX.-HT. ---- :I , ( 25' TOTAL HT. VERIFY WITH VENDOR ETC.
XIST. STREERSSIGN
IN eUFEM E FFRK ON LRGEN CY EXIT v - - PAINT (TYP.) off/ rl THI TH2
-.
��U \ .. •m/ �'� J ENGINEER' ARNE H OJALA P.E. ENGINEER. ARNE H. OJALA P.E. PL; 20'z a x .120 SQUARE STEEL (TENON)
DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING POLE
GATE IN 4' CHAIN LINK 1 , f BOH: AMY VON HONE, R.S. BOH: AMY VON HONE, R,S.
_/
-'�' ti• 4'SCH40 PVC \� /INV F`" i1 I EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST.
NG LOT LINE 16
INV.
A�0 � /._ �' AT 2%`MIN.. ! 7§. :� &G ''i �' 3-3-99 3 PM DATE: 3-3-99 3 PM CONDUIT AND ANCHOR BOLT
FENCE TO BE REMOVED , QO _w .. \I - 16'0 i .1 tr SCREENING Are CONTACTS:
D
Q _ POSITION T OBTAINED
G '1 �- (TYP.) o -' 3 . 0-2" 0 LOAMY SAND 10YR2 1 0-2" 0 LOAMY SAND tOYR2/I TO OB Eo
EXISTING CURB CUT NF.- �g ', Q/ ----- -__ Q - <_ 2q - P J / FROM LIGHTING MFG.
NOT TO BE USED T-� NF- [T6 3 PROPOSED _ 'DD' j 4' WIDE PLANTING STRIP MAINTAINED 2-6" E LOAMY SAND 10YR5 3 2-8" E LOAMY SAND 10735/3 APPLICANT/OWNER: BILLIARDS REALTY TRUST
1.0 EXIST. S/W SIGN "1 - +Li7� r r WITH DENSELY PLANTED SHRUBS 5' HIGH 6-22" B LOAMY SAND 10YR5� 6-28" B LOAMY SAND IOYR5/6 ROBERT D. WILKINS TRUSTEE
E�-00 1` ° _ D . -END GRANITE v " L 2a'o BASE H' LONG
°� T-��. 1 INV 119 75% EVERGREENS MIN. 22-126 C1 MED. SAND 2.577/4 28-120' C1 MED. SAND 2.577/4 2' 285 WINTER STREET
6T EP GRAN.CURB 2' REVEAL HYANNIS, MA 02601
EL. 19.2 0' EL. 16.9 <' ASTM A-79 GRADE 60
0 F&G EL 15.3 _ ' 60d GAS H-20 0 0 CHRISTOPHER COTOIA: PH. 771-5872
8 1 2 STEEL BONE.I" MIN COVER
96 INV. 12.5' - W/4 STONE' E E 6'r ~ (4) #6'S VERTICAL MIN.
22 O _ i
TBM:1�HYDRANT TAG BOLT # 110 rgpfR Mqk � -, {y r 6" S• L= 5000 PSI MIN CONCRETE ENGINEER: DOWN CAPE ENG. INC. 362-4541
EL. 17.13 NGVD v5 ,o'-� �.r I B B -� Y RIGID GALVAN¢ED 939 RT 6A FAX. 362-9880
(P.TT.\ EVEAL -, 'INVS 17 9 ) r �- STEEL SWEEP YARMOUTHPORT, MA
/ I \ Mq HMO f fir_ 304 PEL U NITE B WLET ; - EL. 17.4 22' EL. 14.6 ; 8" 7 STIRRUPS AT t2"O.C. BUILDING DESIGN:
-- 67+41.68
I, F&G EL 14!7 J -%4,.. R CURRIE ARCHITECTURAL DESIGNER
L l( 2a GAL POURED POLE LIGHTS:
(T)1'P') C1 7 MINUTES C1 NTS 6 DEAN ROAD
_ l rTOP PERC STOUGHTONI MA 02072
(/327 EXISTING CTO NBEINK ENCE REMOVED. /ST/NG C CURB 33.53, LJ AT 48" <2 MIN./IN. PH. 1-781-344-3336
"BAY COLONY BAGEL CO." E,y/Sr Rgpes 6" TAPER "SECTION FAX 1-781-344-3336
/ \ EL 8.7 126" El. 6.9 120"
CURB s 6' GRANITE CURB , /.
/ C RT. 28 BASELINE MT 8 6' TAPER SECTI(U 72 � NO GROUNDWATER FOUND NO GROUNDWATER FOUND °
/ Ur -6o 44k I, HB! ..
1" TOPCOAT
45'sr UTA REVEAL S,o.28 'CCBERM' SITE PLAN
8" H-20 F&C 6" LO SEES DISTURBED AREAS qrf wqY SAW?UT AND MATCH EXISTING �O° WHERE NO
H/CH '�• 81 SIDE'NALK_ 1:12 MAY.. SLOPE F GRANITE 2" BINDER
4"OSCH-40 PVC AT 2: MIN. \ Ll YpUT (TYP. BOTH SIDES) r. 68+54.12 h �.1' .. MASS DPW OF LAND IN
FROM ROOF DRAINS \` 0 0 0 o TYPE I1
INVERT LISTED °°°°°°°°°°°°°°°°°°°°°
ADJUSTING BLOCKS/H-20 RISER {WEST) YARMOUTH MA
MORTAR ALL COMPONENTS $335 .-: 12" PROCESSED GRAVEL I
GRANITE CURB SET
(TYP.) 'YARMOUTH HOUSE" o IN CONC. BED AT ENTRANCE MDPW M1.03.1 VIB. ROLLER COMPACTED1. 1 s.
\J
RESTAURANT 4•i - CURB IN ETS ON ENTRANCE BASINS REMOVE TOP & SUBSOIL COMPACT SUBBASE PREPARED FOR
° \ 4" MIN. PEASTONE N O 69
AND MIRAFI 14ons BILLIARDS REALTY TRUSTA
c fox
5'-0' X 6'0 _ FABRIC OVER STONE off 508 508-362-9880 CUR9CUr 1F16 PAVEMENT CROSS SECTION
H-20 0 NOT TO SCALE #336 ROUTE 28
600 GAL 'o °
LEACHPIT ,
aSHOREY OR EQUAL '
°o°°p' °�. down cape engineering, Inc.
}/ CIVIL ENGINEERS
3/4" - 1 /
\ DOUBLE WASH[, 2"ND SURVEYORS
4' MIN. AROE ��
HED STONE
ROOF DRAIL)NDPIT 939 main st. yarmouthport, ma 02675
NOT TO
IN SECTION
SCALE
DATE
WEST YARMOUTH, MA 9267
SCALE: C=20' DATE: 3-23-99 �
y� 20 0 20 40 60 Feet REVISED: 6-11-99
/N >D REVISED: 11-8-99 (ROTATE BLDG. ETC.)
/ 0 REVISED: 11-12-99 (DRAINAGE, MISC.)
REVISED: 11-22-99 (BUFFERS)
P.L.S. REVISED: 12-1-99 (FIRE ACCESS RD, NOTES)
/i'OUrE' QPOO? p� N
LOCUS
P
�
I
00 Q
0�
LOCUS MAP
SCALE 1" = 1000'
3CH-40 PVC LINES AT 0.5%. TITLE 5 ORIFICES. / SCREENING • _ ' 'V /' / / / / / // r i' l
ASSESSORS MAP 30 PCL ' '� / ,. % / PLAN REF. LCP 300174 (OLD MAP 25 PCL A4)
301.4.5
a / / / s; a /,/ I'
>.. � �',o / , / O ...i / r r CTF#142804
,y ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES) 13.92 (y� ,Q i ^J s .... 1/ / / / % /' % j /.�/ 8'R I , Vi"vvs o i /� ' l i /
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
_' r i MAX BUILDING COVERAGE 257
- -`I ........ -. _ / t�-+ PAINT (TYP.) / 4 MINX 6'0 H/ ST GA / i
11.92 '� aQ / z� ' I � � // / / / � / ,�/ / rT- EACH P, s wl � / EXISTING STEEL BUILDING � MAX. IMPERVIOUS COVERAGE: 70%
2' X 2' x 88' LEACHING TRENCHES �� / �, E (TYP, GROUNDWATER OVERLAY DISTRICT: NONE
E CROSS SECTION- - D / / / / / ;r -f ; �, %
- � � FLOODZONE: C&B (YAR. PANEL 5)
SEPTIC SYSTEM SECTION
NOT TO SCALE
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 4"
AT START TO EL. 13.92' AT END.I--
3" PEASTONE WITH MIRAFI
°r RtS=RVr Mu� 2.33' o°� I
2' X 2.33' OF .75"-1.5' I 2' 6 2'. -
DOUBLE
-DOUBLE WASHED STONE T
NOT TO SCALE
SEPTIC SYSTEM DESIGN DATA
SEPTIC TANKS:
RESTAURANT: 30 SEATS (35 GPD/SEAT) = 1050 GPD 1950'2007"= 390OGAL. REQ.: USE 4000 GAL STI
87 OTHER OCCUPANTS ( 9 GPD/OCCUPANT) = 783 GPD 1950'1007,= 1950 GAL. REO.: USE 2000 GAL ST2 -
1833 GPD GREASE TRAP 15(30)=450 GAL. USE 1000 GAL GREASE TRAP
USE TOTAL DESIGN FLOW = 1950 GPD. LEACHING: USE (5) 2'X2'XB8' LEACHING TRENCHES = 2680 SF
NO GARBAGE DISPOSAL ALLOWED PARKING CALCULATIONS:
3 GPD> 1950 GPD. O.K.
USE N-4 & H-11: 87 OCC. (1 SP/ 3 OCC.) = 29 SPACES
USE H-10: 30 SEATS (ISP/3 OCC) = 10 SPACES
m 117 OCC. TOTAL 39 SPACES REQUIRED
UTILITY POLE 39 SPACES PROVIDED INCL. 2 HCP.
TREE CALC: 1 TREE/8 CARS = 5 REQ.
PROPOSED 3' CAL. TREE (6) 3" CAL, PARKING TREES SHOWN
PARKING TREE
p4f«z4-L<" OR BUFFER TREE AS REO. /
_r y BUILDING EXtT DOOR
OD DRAINAGE MANHOLE
C- GUY WIRE
FIRE HYDRANT
OCATCH BASIN
�sg GAS GATE
0 LIGHT POLE
11 /1\ fki
S
r
Gfi\ WATER LINES CURB
CUT
o GROUND LIGHT "LAMBERTS"
,y\IS
Q WATER GATE
If -7-6-51 PROP. GRADE
PROP. CONTOUR
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29.
4. TOP OF FOUNDATION IS 2.6' BELOW HIGH POINT IN ROAD
(TRADER'S LANE) (4.6' VARIANCE IS REQUESTED)
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE.
8. 6" LOAM AND SEED ALL !DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC PIPING SCH= 40 PVC UNLESS NOTED.
E BACKFILLED OR CONCEALED WITHOUT
7F HEALTH AND PERMISSION OBTAINED
10. COMPONENTS NOT TO BE,.
INSPECTION BY BOARD ONSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
FROM BOARD OF HEALTHREQUIRED. SEE NOTES ON PLAN
11, OWNERS ENGINEER TO ITER FT. MIN, AWAY FROM BUILDING.
12. BUFFER PLANTINGS AS SE PIPED TO DRAINS AS INDICATED. 2% MIN, PITCH.
13. PITCH SIDEWALKS 1/4"-OUIRED, SPRINKLER SYSTEM RECOMMENDED BY YFD,
14. ALL ROOF RUNOFF TO',
15. FIRE EXTINGUISHERS RL
EXISTING USE: VACANT BUILDINGS
DD' ?D F&G ELI, 160 PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
/ MAP 30 PCL -ids ;-r / i / r & ACCESSORY 30 SEAT RESTAURANT,H-IQ
/ g6 TRADERS (ANE"� t� % op: /}LOTTED 12"HDPE A po' i & ACCESSORY RETAIL (300 SF) H-11
BOTTOM TH2 / I / �O, WITH 2'X3'STONE /,, / / LOT SIZE: 47,040 SFt
EL. 6.9 '�; 8'X6 FEL. ED ��,' / / TRENCH DRAIN , _�/� / � I (1.08 AC.t)PROPOSED IMPERVIOUS PAVING : u i
NO WATER FOUND %/� // x' ? ;- DurhPSTER PAD 2S000 dddrrttttL�,, (TYP.) ,y��� IN EDGE OF PROPOSED {RAVED // PROPOSED BUILDING COVERAGE 26950/47040- 148% (<25% O.K.)
,$ /L /// 129
PARKING" /
V.
-/� / ;' / TOTAL IMPERVIOUS COVERAGE: 28510/47040 = 58.5% (<70% O.K.)
I
0 1 / I / HEAVY DUTY H-20 COVER PROP.H-20 8' F&G'S
/ 4'OSCH-40 PVC 1, Y - 4000 G 'p /66 o' p' �� I / /r EXISTING LABELED "DRmHOLES IN COVER
I 2X 2' GRATE (TYP.)
O Y .`.° 4 1 - STEEL ()
/ AT 27 MIN. (TYP.) /' / 10 GAL /T „ 'DD' �J l l BUILDING`
"QUALITY LA`:DSCAPE r SEE PAVEMENT CROSS SECTION
INV.'S GATI
& IRRION" RS 2QOVER O /
S I 2S.�D, / � � Js .5 &G �- // � , � MIRAFI 140N FABRIC
/, 4" MIN. PEASTONE R SERS T H-20 -
;c 20 i > `? _ --_ �--... ' y/ i' AS REQ. 12 SOLID
DHOPE DRILL• (2) 1„0
`� -1941, .( / _. _ '�^ _ - \�o/ ..r / MAP 383 ,PCL 15/ % ADS N-12 OR E0. HOLES MORTAR
/� r
PROPOSED'' DRAIN F£jV,_ `. \ -- =-� -- --/// ; / J D C' REALTYCORP _ `:..Y t (TYP.)
/ 1 It EL./135 Fi'-�. �-'�� ! x}342 & N34a
I ... SEE DErAAt..._ v AI_ , 1" i - „�;/ / ; 2.0' (TYP.)
+�,BELO ' • '�) -' / // SLOTTED H-20_ PROPOSED
__.� A ,,, / / / 12"o HDPE _ .
0��SWH-20 3,
ALE INV. LISTED
12"0 HDPE PIPE
i� d - 1000 GALLON ELBOW
OD, '.-7444..''id'7 iLEACHPIT
� p /// ...,,_ _ % _
a/ / 6'0X6'-8" SHOREY
7
\��S ? // '"' -------
/ % r LPI OOOH-20 OR EQUAL PROPOSED
��,<S� , - / 1H- GALLON PRECAST
H-20 CATCH BASIN
/7
-- / m' \ h 2 �• INS) S� ,� ,'/ j ry % DA1 '0X6'-8" SHOREY SOLID
\ / �O0O. 5 / -' J „ -� , . //, , _ , -J I - i'BASIN H-20 OR.. EOUA!. _
r'. / -} N / II 3'IY LEACHING TRENCH 6 WASHED
A HEDTUTONE INDERNEA H �ECTIONAL PLATE
+\\` )) ,• " •.' DA3
BETWEEN STRUCTURES
/, / i .� RAINAGE SEE TRENCH CROSS SECTION D
CO PACTE
rA0' o ;4 AREA 3/4" - 1 1/2" 4' MIN AROUND PIT
,� � MIRAFI 140N FABRIC OVER
/ PROPOSED BUILDING CPI "� /A M
I__ -
ALONG
i,Lq \N' /{ I' REMAINS OF WOOD FENCE SKETCH WASHED STONE TYP. 4" PEASTONE OVERLAP 12"
-y STORY WOODFfAME �/ ALONG LOT LINE 1"=200'
(TYP.)
T�P FOUND. EL
EL /418'D�-?-. I �g �' 'EXISTING BLDG. ,'v/CP 'i
12"0 SLOTTED H-20
TO BE REMQV€O
6950 sF,��j � �. - . _ " �� / w., i`DRAINAGE CALCULATIONS:DRAINAGE CROSS SECTION ON CORRUGATED HDPE PIPE
,. ; �, ,, - , ADS N-12 OR EQUA
;?... CROS' _ O NOT TO SCALE
L
+
DRAINAGE AREA DAl = 27,552 SF, 25 Y3 STORM .75"-1.5" DOUBLE
/ it ��� SWq - �" }- _-- EXISTING ROOF/PVT = 21.329 SF, GRASS/WOODS = 6223 SF CN=061
RATIONAL METHOD Q=CIA = 0.81(4.50)(27552/43560)(448.8)=1035 GPM WASHED STONE I
/ v r / - ^V --f /j ; - CHAIN 'LINK FENCE TO STREET 1035 GPM/OJGPM/SF =1479 SF REQUIRED HOODED LIGHT 3, COMPACTED 6" LIFTS
¢ OD. S c
(REMOVE) USE 72' X 3' X 2' LEACHING TRENCH & (3) 1000 GAL LPITS
4 TON = 6 F. O.K.
W/ STONE 168 S
DRAINAGE
PAVEMENT =R 1721EA ASF, GRASS/WO DS = 11579SFCN=O 43 - 2
l
/ r
REMOVE EXISTING CESSPOOL -
RATIONAL METHOD Q=CIA = 0.43(4.5)(13300/43560)(418.8)=2f,5 CF1.1
T-j� yl l.'LOCATE AND REMOVE ANY EXISTING 265 GPM/0.7GPM/SF= 378 SF REQUIRED \ DRAINAGE TRENCH CROSS SECTION
-� w 4C� o' r CESSPOOLS ON PROPERTY. FILL WITH USE 14' X 3' X 2' LEACHING TRENCH & (1) 600 GAL L'IT NTS
// S CLEAN COMPACTED SAND. (TYP.) W/ 4' STONE = 486 SF. O.K.
----� \ Q �. LIGHTING SPECS:
DRAINAGE AREA DA3= 4130 SF, 25 YR STORM OV SERIES POST TOP
RATIONAL METH. Q=CIA = 0.95(5.5)(4130/43560)(448.8)/-7=3;7 SF QVC540-M 400HPS
l hVr USE (1) 600 GAL. LEACHPIT WITH 4' STONE = 374 SF O.K.
CONC...STEPS / O., ' / '� 22"QUADRATE VERTICAL/ TYPE V
v� 1// / 1 j 51000 LUMENS
20 - 29"MAX.-HT. ---- :I , ( 25' TOTAL HT. VERIFY WITH VENDOR ETC.
XIST. STREERSSIGN
IN eUFEM E FFRK ON LRGEN CY EXIT v - - PAINT (TYP.) off/ rl THI TH2
-.
��U \ .. •m/ �'� J ENGINEER' ARNE H OJALA P.E. ENGINEER. ARNE H. OJALA P.E. PL; 20'z a x .120 SQUARE STEEL (TENON)
DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING POLE
GATE IN 4' CHAIN LINK 1 , f BOH: AMY VON HONE, R.S. BOH: AMY VON HONE, R,S.
_/
-'�' ti• 4'SCH40 PVC \� /INV F`" i1 I EXCV. BORTOLOTTI CONST. EXCV. BORTOLOTTI CONST.
NG LOT LINE 16
INV.
A�0 � /._ �' AT 2%`MIN.. ! 7§. :� &G ''i �' 3-3-99 3 PM DATE: 3-3-99 3 PM CONDUIT AND ANCHOR BOLT
FENCE TO BE REMOVED , QO _w .. \I - 16'0 i .1 tr SCREENING Are CONTACTS:
D
Q _ POSITION T OBTAINED
G '1 �- (TYP.) o -' 3 . 0-2" 0 LOAMY SAND 10YR2 1 0-2" 0 LOAMY SAND tOYR2/I TO OB Eo
EXISTING CURB CUT NF.- �g ', Q/ ----- -__ Q - <_ 2q - P J / FROM LIGHTING MFG.
NOT TO BE USED T-� NF- [T6 3 PROPOSED _ 'DD' j 4' WIDE PLANTING STRIP MAINTAINED 2-6" E LOAMY SAND 10YR5 3 2-8" E LOAMY SAND 10735/3 APPLICANT/OWNER: BILLIARDS REALTY TRUST
1.0 EXIST. S/W SIGN "1 - +Li7� r r WITH DENSELY PLANTED SHRUBS 5' HIGH 6-22" B LOAMY SAND 10YR5� 6-28" B LOAMY SAND IOYR5/6 ROBERT D. WILKINS TRUSTEE
E�-00 1` ° _ D . -END GRANITE v " L 2a'o BASE H' LONG
°� T-��. 1 INV 119 75% EVERGREENS MIN. 22-126 C1 MED. SAND 2.577/4 28-120' C1 MED. SAND 2.577/4 2' 285 WINTER STREET
6T EP GRAN.CURB 2' REVEAL HYANNIS, MA 02601
EL. 19.2 0' EL. 16.9 <' ASTM A-79 GRADE 60
0 F&G EL 15.3 _ ' 60d GAS H-20 0 0 CHRISTOPHER COTOIA: PH. 771-5872
8 1 2 STEEL BONE.I" MIN COVER
96 INV. 12.5' - W/4 STONE' E E 6'r ~ (4) #6'S VERTICAL MIN.
22 O _ i
TBM:1�HYDRANT TAG BOLT # 110 rgpfR Mqk � -, {y r 6" S• L= 5000 PSI MIN CONCRETE ENGINEER: DOWN CAPE ENG. INC. 362-4541
EL. 17.13 NGVD v5 ,o'-� �.r I B B -� Y RIGID GALVAN¢ED 939 RT 6A FAX. 362-9880
(P.TT.\ EVEAL -, 'INVS 17 9 ) r �- STEEL SWEEP YARMOUTHPORT, MA
/ I \ Mq HMO f fir_ 304 PEL U NITE B WLET ; - EL. 17.4 22' EL. 14.6 ; 8" 7 STIRRUPS AT t2"O.C. BUILDING DESIGN:
-- 67+41.68
I, F&G EL 14!7 J -%4,.. R CURRIE ARCHITECTURAL DESIGNER
L l( 2a GAL POURED POLE LIGHTS:
(T)1'P') C1 7 MINUTES C1 NTS 6 DEAN ROAD
_ l rTOP PERC STOUGHTONI MA 02072
(/327 EXISTING CTO NBEINK ENCE REMOVED. /ST/NG C CURB 33.53, LJ AT 48" <2 MIN./IN. PH. 1-781-344-3336
"BAY COLONY BAGEL CO." E,y/Sr Rgpes 6" TAPER "SECTION FAX 1-781-344-3336
/ \ EL 8.7 126" El. 6.9 120"
CURB s 6' GRANITE CURB , /.
/ C RT. 28 BASELINE MT 8 6' TAPER SECTI(U 72 � NO GROUNDWATER FOUND NO GROUNDWATER FOUND °
/ Ur -6o 44k I, HB! ..
1" TOPCOAT
45'sr UTA REVEAL S,o.28 'CCBERM' SITE PLAN
8" H-20 F&C 6" LO SEES DISTURBED AREAS qrf wqY SAW?UT AND MATCH EXISTING �O° WHERE NO
H/CH '�• 81 SIDE'NALK_ 1:12 MAY.. SLOPE F GRANITE 2" BINDER
4"OSCH-40 PVC AT 2: MIN. \ Ll YpUT (TYP. BOTH SIDES) r. 68+54.12 h �.1' .. MASS DPW OF LAND IN
FROM ROOF DRAINS \` 0 0 0 o TYPE I1
INVERT LISTED °°°°°°°°°°°°°°°°°°°°°
ADJUSTING BLOCKS/H-20 RISER {WEST) YARMOUTH MA
MORTAR ALL COMPONENTS $335 .-: 12" PROCESSED GRAVEL I
GRANITE CURB SET
(TYP.) 'YARMOUTH HOUSE" o IN CONC. BED AT ENTRANCE MDPW M1.03.1 VIB. ROLLER COMPACTED1. 1 s.
\J
RESTAURANT 4•i - CURB IN ETS ON ENTRANCE BASINS REMOVE TOP & SUBSOIL COMPACT SUBBASE PREPARED FOR
° \ 4" MIN. PEASTONE N O 69
AND MIRAFI 14ons BILLIARDS REALTY TRUSTA
c fox
5'-0' X 6'0 _ FABRIC OVER STONE off 508 508-362-9880 CUR9CUr 1F16 PAVEMENT CROSS SECTION
H-20 0 NOT TO SCALE #336 ROUTE 28
600 GAL 'o °
LEACHPIT ,
aSHOREY OR EQUAL '
°o°°p' °�. down cape engineering, Inc.
}/ CIVIL ENGINEERS
3/4" - 1 /
\ DOUBLE WASH[, 2"ND SURVEYORS
4' MIN. AROE ��
HED STONE
ROOF DRAIL)NDPIT 939 main st. yarmouthport, ma 02675
NOT TO
IN SECTION
SCALE
DATE
WEST YARMOUTH, MA 9267
SCALE: C=20' DATE: 3-23-99 �
y� 20 0 20 40 60 Feet REVISED: 6-11-99
/N >D REVISED: 11-8-99 (ROTATE BLDG. ETC.)
/ 0 REVISED: 11-12-99 (DRAINAGE, MISC.)
REVISED: 11-22-99 (BUFFERS)
P.L.S. REVISED: 12-1-99 (FIRE ACCESS RD, NOTES)