HomeMy WebLinkAboutGREASE TRAP DETAIL 1_FRESCO CAFE I I
I I
I EXISTING CURB AND SIDEWALK
GOVERNING SPECIFICATIONS o
c
MONTANA PUBLIC WORKS STANDARD 6
EXISTING EDGE OF ASPHALT SPECIFICATIONS, SIXTH EDITION, APRIL, 2010 Q
I STANDARD DRAWINGS CURRENTLY IN EFFECT AND
CITY OF BOZEMAN MODIFICATIONS TO MPWSS, WITH
PROPOSED 3,400 GAL.GREASE TANK ALL ADDENDUM,DATED MARCH 31,2011.
/ PRODUCT MATERIALS, EQUIPMENT, ETC.SUBMITTALS u
_
= 45°BEND(TYP.) ARE REQUIRED TO BE PROVIDED FOR APPROVAL
PROPOSED cLEANouT(TYP.) PRIOR TO THE PURCHASE OF SAID PRODUCT OR
- EQUIPMENT.
Z� -
II I 450 BEND(TYP. GREASE SERVICE LINE
cP#1/BE �'11� �' � 11 Qr' 1+Oo UTILITY LOCATES 2 m ARK
N=10,00 .a o+�po �� � NOTICE TO UTILITY COMPANIES SHALL BE GIVEN BY �°@
E-20,00 0 2'SEPARATION BETWEEN e _
gg � �" SEWER SERVICE& _ - 0
SEWER SERVICE LINE GREASE LINE-__. ..................
-- -- ---- SEWER SERVICE LINE
ELEV.-4 _ THE CONTRACTOR THE NOTICE SHALL STATE HIS
o; - CONTEMPLATED START DATE, CONSTRUCTION o
SCHEDULE, AND AREAS TO BE DISTURBED. IT IS
45°BEND(TYP.) THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE 3
y AND PROTECT EXISTING UTILITIES.
I
THE CONTRACTOR IS REQUIRED TO GIVE 72-HOUR E
ADVANCE NOTICE TO ALL UTILITY COMPANIES
TING OFF CE WHOSE UTILITIES MAY BE WITHIN THE PROJECT fJ
Q "( AREA OF PENDING CONSTRUCTION. EXISTING
Z �\ UTILITIES MAY EXIST AT LOCATIONS NOT SHOWN Qw H N
W ON THE PLANS. A MONTANA 1 CALL SYSTEM EXISTS �_ o o s
- -----w^ - - TO FACILITATE REQUESTS FOR UNDERGROUND =w
Z .,l r?- p. -- KITCHEN GREASE SEWER SERVICE LINE o v a
W FACILITY LOCATE INFORMATION. w
I
THE CONTRACTOR IS CAUTIONED THAT ALL
UTILITIES ARE NOT INCLUDED WITH THE 1-CALL
SYSTEM. THE 1-CALL DISPATCH NUMBER IS
EXISTING 3/4"WATER SERVICE LINE. 1-800-424-5555.
APPROXIMATELY 37 FEET FROM
MAIN TO METER.
MISC. NOTES:
1. A CITY OF BOZEMAN STREET CUT PERMIT IS
I I
REQUIRED PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO LOCATE EXISTING 6" WATER
AND SEWER MAINS AND VERIFY ELEVATIONS PRIOR J
I I
TO STARTING PROJECT. J z
z 3. TRENCH EXCAVATION WITHIN MENDENHALL Q z
SHALL BE BACKFILLED WITH FLOWABLE FILL IN
ACCORDANCE WITH COB PUBLIC WORKS =
SPECIFICATIONS. Lu Z o
4. CONTRACTOR TO PROVIDE TRAFFIC CONTROL H m
PLAN FOR APPROVAL BY CITY OF BOZEMAN. NOTE LLJ
SCALE: 1'=10' VERTICAL AT LEAST ONE LANE OF TRAFFIC MUST BE Q C)
1"=10'HORIZONTAL o
N m z MAINTAINED DURING CONSTRUCTION. Z
J pO 5. GENERAL CONTRACTOR SHALL VERIFY SEWER
� ¢ II C)N w INVERT ELEVATIONS WITHIN BUILDING. O LLJ
w 1 0)., 3wU v
z wa, ¢v 005 �v II ui
> _ ¢ m w H w W
—w¢ z� wm (7 � ow(n ZUp HMO LJ v m
Uww w pZ (7 u w www Ir¢
m,W w❑ H— J J> 700 w< 0 W W Nd' II W a/
oOz Ww ?ui ¢> Jw Z3w ��w vw>U
oZ—LL Q Z C7 W M(7 W
~Ln zK ¢��i JJ mow goo H�C�7 �uW�wQ mwW J W
�x¢� 3x� zv omSM> �vz �XZZ + �w� ¢owe � "
rn w� C) �Y- o w Z o�Y SEWER SERVICE-STA.O+OO.00 TO (n W �¢ z>� m
io a�z ---E"?¢-�X�5 J Y ¢w z-------------------SERVI----------------,STA.1+84.22 �ie>> �w�a�o LL U--I z
a w- v w w^ ~a m J --- -------------------------
4790, Irip¢w0 ¢� U)z¢ mc7?? z
++z W a ++ U)w II m O EXISTING��GROUND(TYP.) N
�zo> WW z
(n w a w ai rWn w EXISTING FLOOR
--- -------- - -----------------------------------'
� � --------------------------------------------- ELEV.=4784.41
m
i
4780
ii nao
0
89.66' SEWER SERVICE
4"�SCH.40 PVC GREASE LINE PLAN&PROFILE
SLOPE-2.08%.INSTALL CLEANOUT,END OF LINE
--------------
-----' 182.22'
4"SCH.40 PVC SEWER SERVICE LINE
SCALE:1"=10'24X36
SLOPE=2.98%
SCA
LE:1"=20'12X1 S
4770 a 70
m m to a In ;n
0+00 1+00 1+39 C2.0