HomeMy WebLinkAboutSite Plan�k
Y
I PROPO SP�D RULD11NO TANK SHALL BE E(WIPPED
'AT I"L' WIRM TO AN ALMN
AN INDICATOR Th 10
Y47'h
C If 4
A�x r -4E E M-IVING IHAT WILL SOUND MiEN
LOCATED IN
N _ -lUL LL
THE RINK IS 60% FlU
5*' lHK `OCE'�`F
FIR SS -D GRAVEL BASE
-N Sl"�Vl BE PLACED IN 11JE BUILDING MIERE
2. A S I
ALARM SOUNDS� INDICATING THE PURPOSE OF 714E
">%C�mck A Au- 5NTs COMPACTED PAJFI,-RADE
-qjl -PILE SOIL MA IAL) ALARM.
-A
-411 & #'P.E INTER� R OF qiE HOWING I -NK SHALL BE
ATED WP OXY SEALANT RESISTANT TO
COl H AN EP
GASOLINE, 04L AND SOL\qNTS.
4. lNEE)CrERIOR OF 710HE HLNDING TANK, INClUDING
THE PY-MMOR 1010 At -it) BOTTOM (AND RISER
c T
MANHOLES AIF USED), SHALL BE COATED WtH A
WATERPROOF SEEZ44T
IETIF
5. At. S*IRUC�rJRAL SEAMS SHALL 13E LOCATM
ABOVE THE STA'VIC liQUID LEVO-, GROUTM WITH
0",
NON-SHRINKING CV -0 IT OR SIMILAR MATERIAL, AND
CO3rklTM NTH A WAIMPROOF SEALANT.
6. VCAIDS 80WEEN HOLDING TANK WALI-S AND INLET
AND OUTLET P!PiNG SHALL BE GROUTED VATIC
D
CEMENT AIND COATED NTH A
�, N0N--,*iRINKIN'u
PROOF SEALANT. B
-A t) A WA ITE
10 SCALE 7. CON"CRErE C-0 "` SHALL BE PERMANEWILY
8. NO PIPE CARRVNG ANY OTHER WASTE, MATT-3RIAL
OR SUBSTANCE, INCI)iDING BUT NC71` UIMITED TO
MNAIESTIC SEWAGE OR STORMWATU?, SHALL BE
CONNECTE-11) TPO rHE HOLDING TANK.
IN FEET
I INCH = 30 FT.
i' kms
"ITIV, OF NEW 'ONWN
- L
�40NTVNLLZI PLANNING AW-) Z2'40NING IC-10MMI S)SION
1,
t7l
Ir "I ji I ID E S I rL G Nj- �-Jl G ]RUC
! A
1ED
� ��
A LIMME-T) L-A-ENLl"i-Y COMPAN"I'
OWl'--lER AND APFLlCAl""--iT*
OSTERMAN PROPANE,, lt-4c.
BOX 21
f
Wi-il'TINSVILLE
9 , MA 01588
NOTES
i kz
P-10IM54,10 CCNDfff0NS SHOWN ON TIHIS PLkl ARE WMPiLED
FRCW APLIkN ENT :D "GENERAL LOCAnON SUR'&y PREPARta)
FV, US'TENIMAJIN FIROPAN, 3 EN7l---RPRlcA',-' LAINE.
CO
" C I
NNIECIACU'r '
13VISE ASSOCIATES, INC.DATED SEPT. 13, 201111,
AND FROM A RE12 SURviFf BY HERITAGE DESIGN GROUP ON OC1
21, 2G11 AIND NON,. 4� 2011.
2- '*--R.ANDS 01-11NEAII M -C BY ECOW.C, ON C9,7081ER 25, 201i.
REFERENCE jS MADE TO A PLAN EIN'T111M "VSTE-RMAN
PRCjPAf-v';E,, OKKti-ALE-, =4NEC7RvC(Jr BY AUJED DESICA,
ARCHITECTURAL & DJC4N'rxRING GRC)UP, P.C. DATI--D 0,8/2-4/111,
4ElEEVATIONS Af�E ON AN ASSUMED DATUM.
5:. ASS SjFSl3*RS REJ-1-i-PENCE- IMAP 2 LOT 5--E.
ZONE.
UGFIT INDUS1'�AL
MIN i,--R,.ohrr YARD,
50 FT
MIN AE AR,
2 - 08'-1
MIN REKR "ItAlift
50 FlTO RE!!!DFNTl.,AL.
CGP
30 FT TO C04&4ERUNAL
lCD1---18-l2
OR lll!4 G U Sl A L
MAX B"XILDIN43i 411E--,CHM
50 FT
MIN lu.DT
801000
MIN FRONTAGE:
200 11-17
MONTVILLE
11
VLAKE
- KONOMOS
VICIIAITY MAP
REVISIONS
4
03-08-12
EROSION CONTROL BARRIER
CGP
2 - 08'-1
HOLDING TANK NOTES
CGP
2
lCD1---18-l2
HOLDING 'TANK NOTE
CGP
1 2"i -- 155__1 i
SITFE PLAN REQUIREMENTS
CGP
NC1
1, 11 --)ATE
DESCRIPTION
BY
i '101"
-r-R"UL'K WASHI
SITE PLAN
In'll'he Town Of
Montville, Connecticut
0 9 -
Osterman Propane, Inc.
3 Enterprise Lane
MonvIville, Connecticut
AS P,41C-DI-Er-D DAT& NOVEMBER 8,201. 1
ij 0 �81N U �,/l B PR DRAWING FILE NAME-.
2011-0,58 �AONFPALLE- CT 2011-058-Slw PLA
!Tlum 7.-
CHECKED BY.
COP
FJO
SHEET 1 OF 1