HomeMy WebLinkAboutNeBO Lofts Fire Service 3,�• GENERAL NOTES L
MECHANICAL ROOM
N I 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE PLANS. �7111 i I E`
MECHANICAL ROOM 1.50 <,
2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE
1 Fr62 REMOVED OR RELOCATED BY THE UTILITY COMPANY. 1�• -�__• -
1-61
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. +
1 STA_ 1+52.0 4. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR. ! o z
INSTALL OS&Y VALVE. STA. 1+61.22 I i s O
SEE CO8 STANDARD 5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE INSTALL OS&Y VALVE, rn
DWG N0, 02660-13 WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. SEE COB STANDARD F j
00. i DWG. NO. 02660�13 w c tt
1. 6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO ORDERING MATERIAL T-TL50•
U I 7. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION) AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS (LATEST
8 is' 24
I I I i I I I EDITION). ut
S C A L E 4 8. ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPAIRED OR REPLACED IN KIND, UNLESS SPECIFICALLY
x MENTIONED OTHERWISE ON THE DRAWINGS
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9. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS. �. m
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10. CONTRACTOR SHALL OBTAIN AND PAY FEE FOR ANY REQUIRED COB STREET CUT PERMIT. _ � -�
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�[TU Ic S!DEWALK SVOEWALK
STA., _ - -
wSTA., 1*00.0- _ - STA. t+DOA-
INSTALL-TAPPING TEE-
'--1 AND VALVE TO CONNECT FJ
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ANX� NO DVE TO CONNECT WATER MAIN TO EXISTING WATER MAIN G iN I b
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i.. EX951TING i D.I. WATER,,, - I EXISITING pL' WATER
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WEST FIRE LINE (PLAN) { �f L3d�
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EAST FIRE LINE (PLAN) i ��
CLASS A BAWILL M-CHANT';- III w
4600 4600 ROOM, NL 14 j
INSTALL 9.25 LF OF CONSTRUCIiOt� _ _, I It
4" THICK EXTRUDED 4" MUELLER
-
POLYSTYRENE INSULATION OS&Y VALVE I, •� ••� DRAWN BY: MMN1
FF TO BOTTOM CLASS A BACKFILL
OF OS&Y VALVE _ 4800 4800 DESIGNQUALITY
BY: KLSIM Ni
KL
4790 $ EXISTING GRADE g7gp
(CENTER LINE OF PIPE) I INSTALL 9 LF OF QUALITY CHECK KLS
///""" I j DATE 8114115
_-_-_ / ----'_---- --_ _ 4' THICK EXTRUDED 4" MUELLER
L It"
` , JOB NO. B164127- � � \ I I POLYSTYRENE INSULATION o � OS&Y VALVE
SEE FF-4766.75 FFTO BOTTOM TTELDBOOKt6447WATER I 4790 OF OS&YVALVE 4790
EXISTING GRADE4780 NOTE 1 g7gp _---$ - (CENTER LINE OF PIPE) y%J-_ -
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WC EE
FINISHED GRADE m I �•_� WATER
FF-4786.75
ZZ INSTALL THRUST
zp (CENTER LINE OF PIPE) _ __ - L" 4c - '� NOTE 1 4780
avGN } BLOCK PER MPWSS T g7gp w
a 1
z o 4770 - )� x
4770 �'_
tO iFW r r EILISIT1kG �('bD WATER •, zJ� z z FINISHED GRADE
z U.t< z INSTALL THRUST
a (CENTER LINE OF PIPE) a BLOCK PER MPWSS
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L"R
GIISttING 6 CLAY R a770 J � a770
4760 5 4760 SED DOMESTIC
WATER AND FIRE SERVICES PROPOSED 4' �❑> '' r v + +
'-EWER-SERVICES - R v W a 0 ��
STA. 1+00.0 TO 1+52.0 INSTALL 62.5 LF OF o+oO� 0 5
4" CLASS 51 D.I, PIPE, 0"DE RISER FIRE LINE (SITE PLAN) 4760 5 4760
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0+90 1+00 1+62 STA. 1+00.0 TO 1+51 0 INSTALL 61.5 LF OF Q Z
WEST FIRE LINE (PROFILE) i 3I 6I gi 4' CLASS 5, D.I. PIPE, INCLUDE, IS
N a
S C A L E R w
LEGEND
E ORD DRAWINGS 0+90 +GG EAST FIRE LINE (PROFILE) +6, 0 2 >
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NEW EXISTING DESCRIPTION NEW EXISTING DESCRIPTION L A m g (1)
• MANH THOMAS,DEAN&HOSKINS,
OLE�CLEANOUT a UTILITY POLE INC. WATER NOTES z IN w
❑ TRAFFIC SIGN TD 1'.NGINBERINGCONSULTANTS m LL
f � ,/%i %• BUILDING maNp,�f; < t f -#o7Ww-wRtfu-e S-S/Ku+ 1,�t I�w"
'/i% � � V�6YW.fd1 1. ALL WATER MAINS AND SERVICES TO MAINTAIN A 6. ANY EXISTING OR NEW VALVES WHICH CONTROL THE
• 1 4 CONCRETE GAS kago>.t cm „pyt„�o�i MINIMUM OF 6,5' OF LOVER TO TOP OF PIPE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE
OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
SANITARY SEWER 2• ALL PIPING TO MEET AWWP. CLASS 51 DUCTILE IRON
CONTOUR PIPE (4" OR LARGER). 7. WATER SERVICES BEING ABANDONED MUST BE
WATERLINE ABANDONED AND PLUGGED AT THE EXISTING WATER
CURB BOX 3, THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS MAIN.
CURB& GUTTER 1 x VALVE ORTICONCRETE THRUST BLOCKS AT ALL WATER LINE
m ELECTRICAL METER ABBREVIATIONS B. FOR FLUSHING OF THE FIRE LINES, CONTRACTOR
SHALL OBTAIN A MINIMUM FLUSHING FLOW RATE OF
EDGE OF GRAVEL 4. CONTRACTOR SHALL COORDINATE WITH THE CITY AND 395 GALLONS PER MINUTE (10 FT/S).
• PROPERTY PIN FOUND PAY ANY FEES ASSOCIATED WITH TAPPING THE EXISTING CONTRACTOR SHALL PROVIDE PITOT GAUGE, FLOW
•-�- FENCE - WIRE COB CITY OF BOZEMAN NO. NUMBER WATER MAIN. METER. OR OTHER METHOD TO VERIFY THE
-1]- FENCE - WOOD 2"ALUMINUM CAP SET AT CORNER D.I. DUCTILE IRON PIPE STA STATION FLUSHING FLOW RATE.
DWG DRAWING TYP TYPICAL 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN
O GAS METER LOT LINE FF FINISHED FLOOR W/ WITH PUBLIC WORKS DEPARTMENT A MINIMUM OF 24-HOURS 9. FIRE LINE SYSTEM SHALL BE CLASS 1.
L.F. LINEAR FEET W WATER PRIOR TO BEGINNING ANY WORK.
® INLET - - - - - - - RESIDENTIAL PROPERTY LINE MIN. MINIMUM 5 SEWER
V VERTICAL
OVERHEAD ELECTRIC
815.020 Ft.1 AS_BUILT•pW
SHEET F1.1