HomeMy WebLinkAboutWillson Lofts Fire Service GENERAL NOTES ,.. o ?T '
.o. 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE S
RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES
T T 1 BEFORE BEGINNING EXCAVATION. ALL UTILITIES MAY NOT BE SHOWN IN THESE d / W 0 \ // .1 13PE
I I I I I PLANS. e c ° �/ Ff�V�
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1 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH 4, L9TS 2• 7 oy,�N L
INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE ^
q\ I UTILITY COMPANY. 6.
EXISTING �- \� I ;� 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. ECHANICAL
ROOM
STRUCTURE _
TO BE I 4. ALL STREET &TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE d kREMODELED w REMOVED & RESET BY CONTRACTOR. n ° STA. 1+67.0^ a INSTALL 4"OS&Y d O
w 5. CONTRACTOR SHALL REMOVE AND REPLACE OR DISPOSE OF ANY OBSTACLE 3 ° ° e ^ VALVE, SEE COB N m D
(FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH CONSTRUCTION UPON ,P a STANDARD DWG. I w
Q APPROVAL OF PROJECT ENGINEER. x NO. 02660-13
6. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY e
s " CONNECTIONS PRIOR TO ORDERING MATERIAL. w 2,e
I I MECHANICAL U o
I O ;�' ROOM I 0 7, ALL CONSTRUCTION SHALL CONFORM TO MPWSS (LATEST EDITION) AND CITY OF cwi
I BOZEMAN MODIFICATIONS TO MPWSS (LATEST EDITION). ^ y n >
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" 8. ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPAIRED OR
N _ REPLACED IN KIND, UNLESS SPECIFICALLY MENTIONED OTHERWISE ON THE rc
DRAWINGS. 3
9. CONTRACTOR SHALL DE-WATER SITE AS NECESSARY TO INSTALL IMPROVEMENTS. a 0 10• 20• 30•
6• BABCOCK SIRE G I I I I I I I I f
S sD s sD s sD 8" w " 10. CONTRACTOR SHALL OBTAIN AND PAY FEE FOR ANY REQUIRED COB STREET CUT S 22.6 BEND S C A L E e E o o
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G D— — WATER NOTES e ^ 11.7 11.7 SIDEWALK ^v e , a ►d �3 rc
A.
PROPOSED: T 1. ALL WATER MAINS AND SERVICES TO MAINTAIN A MINIMUM OF 6.5. OF COVER TO �/ 3 `� n BOULEVARD
SEWER SERVICE (fi' PROPOSED GAS TOP OF PIPE. r,� Q 3f IIr J
PROPOSED:
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WATER SERVICE (2") 2. MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION BETWEEN OUTSIDE OF
FIRE SERVICE (4•) SEWER/STORM DRAIN AND WATER LINE CROSSINGS. TOP BACK = y
0 30' 60 90 FIRE LINE (SITE PLAN) 3. ALL PIPING TO MEET AWWA CLASS 51 DUCTILE IRON PIPE (47 AND GREATER OR OF CURB BABCOCK ST d a
I I I I I I STRAIGHT LENGTH TYPE K COPPER PIPE (27. w EXISTING w
S C A L E 4. THE CONTRACTOR SHALL INSTALL MEGA LUG RESTRAINTS OR CONCRETE THRUST IN 6"WATER
BLOCKS AT ALL WATER LINE FITTINGS, VALVES. AND FIRE HYDRANTS. AS —1y
ABBREVIATIONS DESCRIBED IN THE SPECIFICATIONS OR AS SPECIFICALLY NOTED ON THE PLANS. \ j LLwos
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5. CONTRACTOR SHALL COORDINATE WITH THE CITY AND PAY ANY FEES ASSOCIATED THRUST BLOCK CO MPWSS EXISTING �� 1`� w �'
WITH TAPPING THE EXISTING WATER MAIN. —S s 8" SEWER
COB CITY OF BOZEMAN NO. NUMBER E S s
D.I. DUCTILE IRON PIPE STA STATION 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN PUBLIC WORKS -SD SD SD SD SD SD SD s w DRAWN BY' ACH
DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. STA. 1+05.0 DESIGNED BY: ACH O
DWG. DRAWING TYP TYPICAL STALL 6"X4"TAPPING TEE AND
FF FINISHED FLOOR W/ WITH CONNECT TO EXISTING QUALITY CHECK: KLS
7. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN•S WATER
L.F. LINEAR FEET yy WATER DATE* 5.7.14
SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. —�c
MIN. MINIMUM S SEWER -- r. �oB NO. B13-041
V VERTICAL 8. WATER SERVICES BEING ABANDONED MUST BE ABANDONED AND PLUGGED AT E FIELDBOOK NA
THE EXISTING WATER MAIN.
9. FOR FLUSHING OF THE FIRE LINES, CONTRACTOR SHALL OBTAIN A MINIMUM FLUSHING RECORD DRAWING S
LEGEND SHALL GALLONS R ?PROVIDE PROT GAUGE, FLOW OR OTHER METHOD TO VERIFY THE THE FIRE LINE (PLAN)
FLUSHING FLOW RATE. ��,RO
NEW EXISTING DESCRIPTION 10. FIRE LINE sysrEM SHALL BE CLASS I. ME Project Manager s/23/15
DATE
NAME TITLE DATE
o MANHOLE THOMAS,DEAN&HOSKINS,INC.
ENGINEERING CONSULTANTS
o BARRIER POST TD& a GREAT FN.ES-BD2OW1-IWISPELL rDBFuu,
® BUILDING �xlsrpN "IDN1D
d BUSH OR SHRUB
CONCRETE
TYPE A BACKFILL
CONTOUR
Lu
• CUB BOX U) Z Z
110 110
y CURB&GUTTER FINISHED GRADE STA. 1+05.0 TO 1+74.4 LL J
—-- -- --— EDGE OF ASPHALT . F OF 4"D.I.P
O O FENCE - CHAIN LINK (CENTER LINE PIPE) INSTALL
69 EXISTING GROUND O Q u
(CENTER LINE PIPE)
0 17 FIRE HYDRANT 105 105 O Z
GUY WIRE Of
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® INLET r----------------- J E U)
XE LIGHT POLE ------- ------ W
-- N W
E OVERHEAD ELECTRIC 100 - w _ 100 0
S 9 UTILITY POLE c� o �p 4 MU m
3 RETAINING WALL io v OS&Y VALVE
c c GAS
s s SANITARY SEWER 95 95
z SD STORM DRAIN 1O o i ELEVATION w °D w FF=92.58
- - o a�m APPROXIMATE, m o m
o -T - UNDERGROUND COMMUNICATIONS w w t CONTRACTOR TO TD
o w FIELD VERIFY
w w WATERLINE -
8 1+Do Z r� d 2+00
►� D4 VALVE a w a N p�� OF TO BOTTOM OS&Y VALVE
HANDICAP PARKING SPACE F z + + �,�' 'D
f� COMMUNICATIONS RISER FLUSH v o o
g - - - - - - - PROPERTY LINE 'D j U 5
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9 ® TREE - CONIFEROUS o> +
c� TREE - DECIDUOUS a
® TREE - SMALL FIRE LINE (PROFILE) B14-021-F1.1.DW
SHEET F1.1
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