HomeMy WebLinkAboutBozeman Deaconess Hospital Emergency Department Remodel UTILITY NOTES CO U N
UNLESS NOTED OTHERWISE,CONTRACTOR TO PROVIDE ALL NECESSARY STREET SAWCUTTING,EXCAVATION, z o x z
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BACKFILL,AND SURFACE RESTORATION AS WELL AS ANY OTHER ASSOCIATED COSTS. Z 1 0 zO of 0 3 a o~
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/ I THE CONTRACTOR SHALL RELOCATE UTILITIES AS REQUIRED.
THE LOCATION AND DESCRIPTION OF ALL SHOWN UTILITIES ARE COMPILED FROM AVAILABLE RECORDS AND FIELD
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\ I / I v SURVEYS.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS OF THESE SHOWN a z U w x o
W I I ��/ L UTILITIES
EXISTING �E�EF GENC I oa A o o� z�a�o
EMERGENCY DEPARTMENT I Y �� ALL WATER MAIN TRENCHING,BEDDINGBACKFILL,TESTING AND DISINFECTION SHALL BE PREFORMED TO THE o m w> w a x z
-I - I \_ /' CURRENT CITY OF BOZEMAN STANDARDS AND THE CURRENT MONTANA PUBLIC WORKS STANDARDS. w p m o xo U N o
DEPARTMENT /ADDITION
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NOTIFY THE CITY OF BOZEMAN(COB)AND THE ENGINEER A MINIMUM OF 7 DAYS PRIOR TO CONSTRUCTION. U w xa w o z>w
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� / \� // I O•� / 15 THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS,COUPLINGS,AND SPOOL PIECES TO CONNECT NEW [L i it z z�o�=o z z
UTILITIES TO EXISTING UTILITIES.THESE PLANS MAY NOT SHOW ALL OF THE REQUIRED COMPONENTS FOR
MAKING THE CONNECTIONS. J
\ 'S' 35 y - THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET(OUTSIDE PIPE WALL TO OUTSIDE PIPE WALL)OF
d. ��! / Q CLEARANCE IS MAINTAINED ON THE HORIZONTAL PLANE BETWEEN ALL WATER AND SEWER/STORM MAINS.
/ ADDITIONALLY T THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED
I SD SD° - °$p SD SD \\ �' Ott-F• ° 21 \ - - BETWEEN WATER AND SEWER/STORM MAINS THAT CROSS. W
16 <- _ _ _-F. _ LOCATIONS OF FITTINGS BENDS VALVES AND OTHER APPURTENANCES ARE APPROXIMATE.CARE SHALL BE
17 ® y \ 3 SEE 1/C201-B \ TAKEN TO AVOID PLACING VALVES IN GUTTERS.PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES. IN
13° /° I 19 K 20 FIRE HYDRANT LINE-1 O
/ ° - • 2+50 T — ..S 1 '.;`PROFILE VIEW \ ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATER SUPPLY SHALL BE OPERATED BY O O
��� �..-+ssw v - ji�-�� \.\• /,° �4 /— — 18 4+27'.,) CITY PERSONNEL ONLY.
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PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH SPECIFICATIONS
° ° °a9 �Ai / °.�° �• -.,, �. \.. ° 30 /� 8 / ' '^ W
g0 < a a q 7q %� / \ ° I / +OS // ALL MECHANICAL JOINT FITTINGS TO BE THRUST BLOCKED MEETING THE CITY OF BOZEMAN STANDARDS. M �f)
• 29 ° ' \ / I" •_� / `y 1� _� ---// 32 / T \ / MEGALUGS OR OTHER RESTRAINTS SHALL BE DESIGNED TO MEET MANUFACTURER'S RECOMMENDATION FOR ♦N
17 pg13. INSTALLATION.
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ti ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED IN POLYWRAP. WJ
❑-F" / -•-�*r / a °o PER THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS,THE CONTRACTOR SHALL HAVE Z
/ 7 I m _ THE WATER MAIN INSTALLATION INSPECTED AND TESTED PER CURRENT DEQ PROCEDURES AND CERTIFIED BY A W W Q
2 5 26 25 0-*-
10 \�,�i� / / // /4913- /= _ i I // _ —�— �- LICENSED ENGINEER. LMLI
/_4973- 1 0+50 �00� 1+50 "° '�'--58 / / EXISTING UTILITIES-ATTENTION: 0 0 LLI
— I M IW W +W W W , p I el W,�__ THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY INSTALLATIONS ABOVE IN
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AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS.
\IIII � 3 2 .. 2 ��• ". :. � .. F-: .. � 11° �... �- / I I m Est _ 2
I I I : I -� T "\•° , . N ` ALL COSTS RELATED TO CROSSING EXISTING UTILITIES,EXPLORATORY EXCAVATION AND OTHER METHODS OF W
28 I -- \ o / u LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY,BUT SHALL BE MERGED Q v W
S� / iJ j a I WITH APPLICABLE BID ITEMS.NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. O z
_0 a O --0 � 3\ .a Z I 4` CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG 1 Z W
\ I\IIII 15 S , 1-800-424-5555
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\\\ 14 A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT v, W
SEE 2/C201-B FIRST USING AN AVAILABLE ONE-CALL NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND �I�
v.. / ' FACILITIES;OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS AND SUBSEQUENT DAMAGES A `J
PROFILE VIEW' PIPELINE FACILITY SHALL BE SUBJECT TO A FINE,IMPRISONMENT,OR BOTH.THE LAW ALSO STATES THAT OSHA 7 W
// I I _ • / MAY BE NOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR. L
/ NOTE:HOSPITAL CURRENTLY HAS 2 WATER SERVICE LINES INTO THE FACILITY.ONE OF THE WATER SERVICE N W
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LINES,LOCATED BY MOB 1,MAY BE TURNED OFF WITHOUT ADVERSELY IMPACTING THE FACILITY.WATER MAIN
CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR,THE CITY OF BOZEMAN AND THE BOZEMAN
HOSPITAL STAFF PRIOR TO SHUTTING DOWN THE WATER MAIN. a m
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UTILITY KEY NOTES:
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�� °1p INSTALL 6"GATE VALVE.PRESSURE TEST AGAINST VALVE PRIOR TO Q
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�� I CONNECTION TO WATER MAIN LINE. U)
' e O2 INSTALL 3'CLASS 51 D.I.SPOOL. O
'I 3 / �, / W• /:_ s+.i /. O INSTALL 90'BEND WITH THRUST BLOCKS.SEE DETAIL 1/C301. O
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° i _'., ;-., - O INSTALL 35 LF OF 6"CLASS 51 D.I.WATER MAIN LINE.MATCH DEPTH OF W G
EXISTING WATER MAIN.
WATER LINE 0 10, 20' 40' O U 5 INSTALL 6"X 10"REDUCER. � W
r� czoI PLAN VIEW SCALE:1"=20' O
O6 INSTALL 10"X 10"X 10"WATER MAIN TEE.
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O7 INSTALL 17 LF OF 10"CLASS 51 D.I.WATER MAIN LINE. 7 Q
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J O8 INSTALL 10"X 10"X 6'WATER MAIN TEE,END TYPE MJ,WITH THRUST BLOCKS O
m PER DETAIL VC301.CONTRACTOR TO COORDINATE HOT TAP OF EXISTING
F J N w WATER LINE WITH CITY.CONTRACTOR RESPONSIBLE FOR EXCAVATION,
PARTS,BACKFILLING,ETC.THE CITY OF BOZEMAN SHALL MAKE TAP TO
u w a a N COPYRIGHT2012
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> ¢ p m U z r o w w z w z w `.w p po m n w w 10 INSTALL 108 LF OF 10"CLASS 51 D.I.WATER MAIN LINE. DRAWN BY: DRR
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a r 3 z w N_ z w z z F a w'o o w F w F v ,S, O o 11 INSTALL 10"45°BEND FITTING. DATE: 10/.012
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m z p z 0 U rn z 9.o w m 13 INSTALL 10"45°BEND FITTING. O DIR: BDHOSP/BZMN/ED
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14 INSTALL 10"GATE VALVE PER DETAIL 3/C301.PRESSURE TEST AGAINST VALVE TL ,r
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PRIOR TO CONNECTION TO EXISTING WATER LINE. , 1
15 INSTALL NEW FIRE HYDRANT ASSEMBLY PER DETAIL 4/C301.INSTALL A NEW Builders
FINISHED GATE VALVE AT THE LOCATION AS SHOWN IN DETAIL 4/C301.
GRADE i6 EXISTING 6"WATER MAIN. O MARTE
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EXISTING 10"WATER MAIN. 1
m INSTALL 4 LF OF 6"CLASS 51 D.I.WATER LINE.MATCH DEPTH OF NEW 10 MAIN LINE. LL
m INSTAL NEW 6" _ - - -- EXISTING 19 INSTALL 6'45°BEND FITTING. O
D 491In 1 1"WATER 491 .
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6.1 MINIMUM EXISTING
L NEW H OF COVER INS_�� VER GRADE 20 INSTALL 3 LF OF 6"CLASS 51 D.I.WATER LINE.
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W TER MAIN WATER MAIN 21 INSTALL 17 LF OF 6"CLASS 51 D.I.WATER LINE.
--------- p --- 22 INSTALL 3 LF OF 6"CLASS 51 D.I.WATER LINE.
p -- ---- - -- 23 INSTALL 6-22.5°BEND FITTING.
EXIS ING 24 INSTALL 12 LF OF 6"CLASS 51 D.I.WATER LINE.
6"W ER 25 INSTALL 10"X 10'X 6"WATER MAIN TEE,END TYPE MJ.
490 49C
26 INSTALL 3 LF OF 10"CLASS 51 D.I.WATER MAIN LINE.
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INSTALL 34 LF OF 10"CLASS 51 D.I.WATER MAIN LINE.
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a s a s a s v e v a 28 INSTALL 10"22.5°BEND FITTING. PLAN
0+00 1+00 2+00 3+00 4+00 29 INSTALL 4 LF OF 6"CLASS 51 D.I.WATER LINE. AND
PROFILE
STATION 30 NEW 10"X 10'X 6"TEE WITH THRUST BLOCK.SEE SHEET C205.
z WATERLINE NEW 10"GATE VALVE.SEE SHEET C205. SHEET
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VERTICAL SCALE:1"=5'
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U COPYRIGHT2012
CTA, INC
ALL RIGHTS RESERVED
DRAWN BY: DRR
CHECKED BY: KAD
DATE: 10/2.M2
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