HomeMy WebLinkAboutHampton Inn MARK A.
+ a - CHANDLER
No. 951WS
Lane
Sheet 1 Of B
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Scale In Meters
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LOCATION
W 1/2, NE 1/4, SECTION 1, T. 2 S., R. 5 E. OF P.M.M., GALLATIN COUNTY, MONTANA 1 I r
1 1 O
LEGEND OWNER
!
--- PROPOSED SANITARY SEWER LINE CARL TANGE
FFF
• PROPOSED SANITARY SEWER MANHOLE 2800 SPRING MEADOWS DRIVE I
---- PROPOSED WATER LINE BOZEMAN, MONTANA, 59715 I /'I,
• PROPOSED WATER VALVE (406) 587 1666 "�, l ` 11I
PROPOSED HYDRANT
® EXISTING SANITARY SEWER MANHOLE ENGINEER
111 r yyy t'. l
C&H ENGINEERING AND SURVEYING, INC.
614 WEST LAMME �t•�IOC'R"'T�. I�" !� i
BOZEMAN, MONTANA, 59715I I+
GENERAL NOTES (aos) 587-1115 >74
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS.
_. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE I
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
ENGINEERING DEPARTMENT. I I
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL �r
$ EQUIPMENT AND MATERIALS BY THE ENGINEER. OF � - t
' - Drawling Date: 3115101
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE OakStreetBEGINNING OF CONSTRUCTION. ,�,� O?5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURSPRIOR TO BEGINNING CONSTRUCTION.6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. '� 14" DIP WATER MAIN TOBE INSTALLED IN 19967. TRENCH BACKFILL SHALL BE TYPE A. xro^' ;*v- <DIA. STUB TO BE
8. BENCHMARK: CAP BOLT OF HYDRANT NO. 147 Gp�� INSTALLED IN 1996 A8 CON8TRUCTED
ELEVATION = 4742.15 (CITY OF BOZEMAN DATUM) �� 8ONSTR�,
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Qa� MARK A.
CHANDLER d
No. 951SE5
y9� �rc15TEFE�e
Sheet 2 of 6
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Pti 0�6 b66�"�,�,
F'<J SAW CUT ASPHALT APPROX. �O
4' FROM I PIPEP�bpp� 4�
O L p o 1`. b 2•�CS° b�
(3 ?�Q�P COMPACT FILL IN 8" LIFTS BELOW ROAD CUT. EDGE OF PAVING = 4709.30
Qj USE 8" OF 3" MINUS AND 4" OF 1 1/2" _(� -q �� �•1
MINUS BELOW 4" BITUMINOUS PATCH. PLACE EDGE OF PAVING = 4709.30
- - - �- ILL APPROX.EXISTING R w EXISTING BORROW P 3 E O ITTHIISAREA
0
fJcfXter-Lanc
< -NE "•P O .-SS���`��. ^� O EDGE OF PAVING = 4706.86 r-*j W
CONTRACTOR TO OBTAIN STREET CUT PERMIT-/
IW FROM GALLATIN COUNTY ROAD OFFICE PRIOR TO
INSTALLATION OF SEWER LINE IN THIS LOCATION.
ROAD TO BE REPAIRED TO ORIGINAL CONDITION.
(APPROXIMATELY 175') 120 -- 'Js- --_--' - -
� 't cCt ��'` � y_ EDGE OF PAVING = 4706.99 a„
STUB AND CAP 10 LF OF 8" PVC SDR-35 SS O 0,40% _ •_ '---
L INSTALL GRAVEL SURFACE ACCESS 'r _
TURNOUT FOR MH MAINTENANCE (TYR.) +,
O' SEE DETAIL r2
C4 n EkIST/NG
R/W CINE
i � OR 3�•' � a��X�o� �G1r
L, �
BENCHMARK: RIM OF MH-51
ELEVATION = 4709.52' (C.O.B DATUM)
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-_ ____,-_-_- PROPOSED GRADE PROPOSED GRADE -
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APPROX: 175'L12"
NT --- --- ------- ---------------
PROPOSED GRADE I W
EXIST/NG AND PROPOSED GRADE PROPOSED GRADE _
---- ---- to
i
1 ---- ---- -------- -�- VC
WW180 LF OF 12"PVC SDR-35 SS O 0.18X 180 LF O SDR- D
L7
400 LF OF 12"PVC S R-35 SS O 0.22R L400F OF 12"PVC SDR-35 SS O 0.211
! 290 LF SDR-35 SS®0.30% 0 W
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. x Drawing Date: 3/f5/01
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 '0+00 11+00 12+00 13+00 14+00 I C 2
SANITARY SEWER MAIN EXTENSION PLAN & PROFILE
-- AS CONSTRUCTED
C2 SCALE. (1"=50'-0" HORIZONTAL) (1"=10'-0" VERTICAL) 6-15-2001 -
MARK A.
CHANDLER
No. 951SES
Sheet 3 of 6
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EDGE OF PAVING - 4708.06! Q, to
EDGE OF PAVING = 4709.67 ,x� p1J�pb ry�?�i�4e"b r"\ v NZ�
♦O.\ EDGE OF PAVING = 4712.52 EDGE OF PAVING = 4714.51
��_ s��•�_ ..�. I Z-��•�.may. � '.�#' ��T� iv� - - - -�-.. `.;�- /\
.NTw_ - Baxter LanE'- - - — _ � _ r�•,,a.•�• � ���— ���� �F�-i
:a10 PL S�R-35 -.�'_��.-may_= .�•�• ��.,` m
_ o MARSH
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-- - SH _ N -i 1���V S=_�.�.+.ram. �'• + N
—
ALL GRAVEL SURFACE ACCESS EXISTING R/W LINE
L. INST TURNOUT FOR MH MAINTENANCE (TYP.) C�
SEE DETAIL 2
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I PROPOSED GRADE
0 OVIDE 4" OF RIGID STYROFOAM INSULATION PROPOSED GRADE ____ ——---0fiOWDE-4"—OF i216 (MhF'fhlS'<1L�RT�OM1 I U
1�I0 W ; iCTWEEN CULVERT AND SEWER PIPE EXISTING AND PROPOSED GRADE ------------- BETWEEN CULVERT AND SEWER PIPE 18" a1lN. CLR
PROPO D GRADE - -------------- • w
-----'---- --------
W - --.-..----- . W
----- W
------ + ___ 400 LF OF 8"PVC SOR-35 SS ®0.67`e =
to r --- _ w
W � 12"CLR t 400 LF OF 8"PVC SDR-35 SS 00.627 � W
�� 400 LF OF 10"'PVC SDR-35 SS a 0.49%
4700 0) 300 LF OF 10"PVC SDR-35 SS ®0.259. uJ
TOP 8"PIPE®CULI2RT=4705.79
FL ®CULVERT=4705.11
W • \ _W
Z Z
J TOP f0"PIPE ®CULVERT=4699.36 J
�+ = FL a CU"ERT=4698.51 = Drawing Date: 3/15/01
c 4690 O BOTTOM OF CULVERT=4700.34 - - U _-
F VERIFY CLEARANCE DURING CONSTRUCTION Q
8 �
I
c 1680 C 3
3 75+00 16+00 17+00 18+00 19+00 20+00 21+00 72+00 23+00 24+00 25+00 26+00 27+00 26,JG 29+OG
SANITARY SEWER MAIN EXTENSION PLAN & PROFILE AS CONBTRUCTED�
C3 SCALE: 0" HORIZONTAL) (1"=10'-O" VERTICAL) CONSTRUCT J
#96092
C�P�OF MOVIq��.
- a MARK ACHANDLER
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No. 951aES
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No 90 -
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— U.S. Interstate H2ghway
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' Sheet 4 of 6-P'
EDGE OF PAVING - 4731.33 �+ ^'s eN�/■e
e zo/■e
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INSTALL GRAVEL SURFACE ACCESS
P'O .16 uA`7�" TURNOUT FOR MH MAINTENANCE
E DETAIL
per p �'1 ry`L. 9 EDGE OF PAVING = 4724.11 'S`O
EDGE pF PAVING = 4716.60 - - -
'E Baxter Lm,(
1 �
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4 ' �
s �151� EXISTING R/W LINE y- I T _ -----"---- — -
r _ O
STUB AND CAP 10 LF OF 8" PVC SDR-35 SS 0 1.109. '� _ -- _- F
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5 F
10V KI p
�:• a� ��xtoO a�ryab� 40, 40'
ROAD O
i - EDGE OF ASPHALT
4740
N �
U
w PROPOSED GRADE _— 2 MANHOLE ACCESS TURNOUT PLAN
w ----- 4730 C4
PROPOSED GRADE
w _ -
g•PY0 SDR-35 S O 2.26f.
EXISTNG AND PROP _ -- 300 LF OF 4720 10'-12 2'
COMPACTED GRANULAR FILL
E _ (1 1/2' MINUS, 8' MAX. THICKNESS)
10X SLOPE 2 MATCH EXISTING SLOPE
J
O 2.24'
V ' LF OF 8" PVC SDR-35 SS MH - _ 1 Drawing Date: 311b101
■ 400 4770 COMPACTED NATIVE MATERIAL
_ Q //f RELOCATE DITCH BOTTOM IF REO'D
■ EXISTING SLOPE VARIES) (2 WIDE MINIMUM)
APPROX 5:?
4700 a MANHOLE ACCESS TURNOUT PROFILEC4
3 30+00 31+00 32+00 .;��:7: '4+00 35+00 36+00 37+00 38+00 _
1 SANITARY SEWER MAIN EXTENSION PLAN & PROFILE C4 scALe Nrs
c4 IoR 7oNrnl) r 10'-0` VERTICAL) CONSTRUCTEDcAL) 8-16-2001
096092
v
MARK A
CHANDLER
OBTAIN 310 PERMIT FOR STREAM CROSSING. / / - �j,y. '. No. 9918ES
CONTRACTOR TO PROVIDE TEMPORARY00 \ /+�D�� , G•�
DIVERSION OF STREAM DURING EXCAVATION -
AND BACKFILL. CHANNEL TO BE RESTORED 472'�-- �- p `0 Py�i`Re
TO ORIGINAL LOCATION AND CONFIGURATION. // '� h8''Q\?',h,,\P _-
/
+* Sheet 5 of 6
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, ��o 1 `I '�ry J`' �!Y v�QJy G'E'p — EXISflNG AND PROP�OSED�RA-"F
, °�"g Ce 1 9x 6 Q' � +� ,New B-ck qss
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1
4' � 4710
12+57
INSTALL 11 1/4 BEND 12+83 - --
1 b�P ,+�0+G� INSTALL 11 1/4' BFND
PROPOSED I I -
-
/�0 CAN ( I 1x y�P�JO 12+60 12+7G 12+80 12+5v 13+00 13+10
y I• �lb
2 CREEK CROSSING PROFILE
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14�GP'f` °+ C5 SCALE: 1'=10'-0" HORIZ. AND VERi. - -
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PROP _ n-' GRADE_
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PROPOSED GRADE -_� —- • W
1456 F sS 31 ap :cvaroc — ---T— `--_ i' SEE DETAIL C5 I
L �`B CLA
WATER MAIN
• W
II ------� -- - --- iw
4720
0
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= Drawing Date: 3/15/01
4710 - U
OBTAIN 310 PERMIT FOR STREAM CROSSING. I ~
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CONTRACTOR TO PROVIDE TEMPORARY
8 DIVERSION OF STREAM DURING EXCAVATION
AND BACKFILL. CHANNEL TO BETORED
TO ORIGINAL LOCATION AND CONFIGIGU�2ATION. I
4700
� o+oo i+oo z+oo 3+00 4+00 s+oo 6+00 D 8+00 10+00 11+00 12+00 13+00 14+00
WATER MAIN EXTENSION PLAN & PROFILE
A8 CON8TRUCTED
CS SCALE: (1'=50'-O HORIZONIAi; (1"=10'-0' VERTICAL)
8-16-@001
c
MARK A.
CHANDLER
No. 9318ES
Sheet 6 of 6
� r7eAslon
B/01/9e
B/10/96
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-- ——————— ----�-- II --
� ——NE Cor. of Tract 2, Cos No. 1215 II
__ _ 4H.85-_ ___ '
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111s --I----3�— ---'�------�' I-- ----------of--JL-- —�►~------ ————— --I— --------4— ty-----------I---- \►•F+J� i �„�
1, �� 1n1
E1AIt. $ / }� _—J-- n "�'1 o r----o I—'—I } ,, o o ---
/ $ o I T
--------------�-- ------�---- -------."----------"'------ 100
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INSTALL NEW B'D.I.P. WATER MAIN
iu I
�/ -`--Existing 65' wide Street and Utility \ 3I
Easement per Film 58, Page 83 u /
� of
DETAIL 2
gJGJ�y 'QS pJ� SCALE: 1"=10•
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EXISTING AN PROPOSED GRADE— ———— —————————
11! _ ------ — —J ---
? LY
---�----------------- �-----
oa
Dra
Lu I 7011 LF OE B'CLA55 5f DIP WATER MAIN
4720 vring Date: 2/f8/00
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°3 DETAIL 1 15+00 16+00 n+oo 19+00 0�- nn -l+oo zz+oo 23+00 za+ao 25+00 C 6
° ALE: 1"=10• WATER MAIN EXTENSION PLAN & PROFILE
"-50'-0* HORIZONTAL) (1'=10'-O' VERTICAL) AS CONSTRUCTED
1-19-2000 #96092
y r�. NOTE: CITY OF BOZEMAN WATER DEPT. WILL
�. INSTALL WATER METER AND SCREEN AT OWNER'S4' OF NQyl
EXPENSE. OWNER WILL NEED TO INSTALL RP BACKFLOW QJc' PQ .�4`'�• ' ,,0 pJaO�L,�,}'
PREVENTION ASSEMBLY. SEE C.O.B. STD * `.DRWG. 'Ct' ti• O OLb P� Jy '� Peo^q -- _
p•�`P OiAoll Py\O 02719-2, Apr. 1997. -CI'rAP' ��°' QQ`r,Tp�g`' GAA C?P Cr�„P�Poti MARK A. .
�O .F O��y �, oti SPS..Jy` O od' O�R'yA, 2,0' CHANDLER
Q P ; /PA.P` (,i�C ♦N JP'VNR' No 951SES a
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4735 + - _ 2.5'(A8) 'PP Sheet 3 of 3
BY OTHERS BY OTHERSl
F.F. ELEV O S=o ®Iz7y76
F.F. ELEV „°, ,o 2/12/91
('per ---------- ----- ---�-- - -- 4732.5 a7- 3250 ¢� no- 03/wnr
E
XISTNG AND PROPOSED GRADE �' $n y 4/23111
a S/ZD B)
47 4730
z
Env B.O.FOO7ING s Z' V OT/n/A
4VF 50 B4O FOOTING o°. ~7
r
- �' 4727.50
C7 M
4725 - _.._ I -.--- D:r.P:DOMESTIC SERVICE _. w cn _
LF OF 4'CLASS 31 -_. . _. 4725 iqj ---.._ r Z o9
GLASS 511 D P FIRE SERVICE LINE INSTALL PIPE AND ELBOW 7 5'BELOW GRADE AT THIS LOCATION E$ N
2
a M .y E
n R OFI 4" SO THRUST BLOCK CAN BE POURED AGAINST UNDISTURBED SOIL
4720 g ti '. _... 4720 � 105 LF I
G=
a m
0+00 0+40 0+80 1+20 1+60 1 0+00 0+40 0+80 s
(�T)4' DOMESTIC LINE PROFILE (�::)4- FIRE LINE PROFILE
I C SCALE: 1'=20'HORIZONTAL I'=5' VERTICAL C3 SCALE. 1'=20'HORIZONTAL 1'=5' VERTICAL
GIFT OF BOZEMAN DOUBLE CHECK TALK ASSEMBLY
THE FIR51 FITTING INSDE OF THE BERATING SIALD BE A ILL.LISTED RANGED KENNEDY ON MUELLER C&EY"LW ME SAME SZE
AS THE FIRE SERVICE LINE. ALL DOUBLE CHEGW WALK ASSEMBLIES SHALL ME,
UL OR M LISTED.
B. APO10'YED BY THE UNIKWSIIY OF SOUTHERN CAUFORwA FOLNLDA,IM ION GROSS BECHON CONTROL AND HYOFAWIC RESEARCH
FOR OPERATION IN THE PROPOSED AGNTIa1(KRTICAL OR HORIZONTAL)AS SHOWN ON THE APPROWD PLANS
C INSTALLED AS SHOWN ON ME APPROKD RAM, ��I,1I HLOM DETECigN DEVICE SHALL BE INSTALLED WMEDIATELY FOLLOWING THE DdIBLE CHECK TALK ASSEMBLr(ALARM CHECK TALK, Hampton Inn
ITW SENSOR/ALARM.METER•ETC.)AS SHOWN ON aC APPNOWO PLANS 1
A O D TTGTOR i CHECK TREK ASSEMBLY A MAY DOUBLE
USED CHECK
A STANDARD Y Iv OF LED WHKx METER T HE METER LOOP AT THE
(2 STORI_S)
CFTTUR OETE-E CHECK TALK SHALL NT N A DOIIBW CHfGG TALK ASSEMBLY INSTALLED BE IN MEETS THE SAME INSTALLATION 75 BA%TER LANE
CLOOK THE FIK ABOVE:IN R REQUIREMENT BE NMINIM TWO. HORIZONTAL OUTSIDE WALL LUST IN MINIGI a 1'ABAVE THE SHALL
F.F. ELEV=4732.50
A MINI ME 7 %RVCE RISER MUSE BE A MINIMUM OF 2.IRON ANY OUTSIDE WALL ME INCOMING FIFE SERVICE LINE SHALL BE
A MINIMUM Of 5'BELOW ME FINISHED LRAOE.
' BOY FTG ELEV=4727.50
ALL FIRE SERMCE LINE APPURTENANCES SHALL HAW A MENRI W PRESSURE RATING OF 115 PS. ALL FIRE SERv10E LINES 4'AND
LARGER SHALL BE CLASS 51 DUCTILE PON PIPE. LINE SANG: THE OWBLE CHECK TALK ASUMBLY SHALL BE EAUAL IN Sac NOTE: ALL PIPE JOINTS UNDER PROPOSED CONCRETE SLAB
'C BOAR M IN=OAIINA PIPE aAMERR(UPSTREAM)AND OUIGONG PPE OIAMERR(pOWNSTRE.W), FOR EXAMPLE,A 4'FNE
HOLE LINE 5110U10 HAK A 4'DOUBLE CHECK WALK ASSEMBLY. MOTES: MUST BE UNI-FLANGE SERIES 1390 JOINT RESTRAINTS OR
EQUAL APPROVED BY CITY OF BOZEMAN WATER DEPARTMENT.
.'HKD THIS COMING Pl-CRITERIA BE(UPSTREAM)
BIE,OR UNDESIRABLE,SAME
SIZE
I"aEOMNG SZE)AS TOM MAY BE MADE. INSTALL 4"C.IVALVE
PIPE AND
A. ,HE IA MTNN. OF aN(Io)(UPSTREAM)SHALL TR ME SAME gzO(HOF)THE
gDO LE THE DOUBLE CHECK BALK nLsueLY 4"OS&v VALVE (THIS PROJECT) SEE CITY OF BOZEMAN F STANDARD DWG.
ra+A ulWuuM a TEN(10)PPE DIAMETERS
ugsFRE.W a(IN FRaxr a)ME DOUBLE a1EOG vuK AssfueLr. 02719-3, Apr. 1997 FOR DETAIL OF
OS&Y VALVE SHALL BE EITHER _
B. I A MINAK PPE NAME RR(PPE GI REAM)SHALL BE THE SAME WE K Or) L gDO LE THE DOUBLE CHSSE TALK ALYMB,v THIS PORTION OF FIRE SERVICE LINE THIS PORTION BY FIRE O,F
fW 4 MNWUM OF ARISE())PPE
DAMETEAS DOWNSTREAM O(IN BACK a)ME oa,aE CHECK TALK.sSEueLY. MUELLER OR KENNEDY, AND \
CLAYPiE. UL APPROVED SPRINKLER DESIGN ENGINEER ,Kj, P•V' J \ �cA('f'
oxoueL,r,SiPCKsr uA t),IscLLBeLRrncF INF `, (VERIFY WITH MECHANICAL DRAWINGS)
OL GOINC(Do sIRfAM)ENE S`ZE BY OTHERS ��0 E
E NCOMWc NE UPSTREAM MUST BE REDUCED O A 7'LEE SIZE A MINIMUM OF 20'(To.z'I PRIOR TA THE INS FALI.AroN OF THE FLANGE TO BE THREADED ON 4) :q 0(
A.PLF C C W USEMN AND Mf DOWNSTREAM LINT MUST BE RfDUCEO TO)'FOR ?STANCE Or 6'(J.Z')REF-_T IS J L_ x6D' y 0 P
r• - w•, ,aH ,I„r.I STANDPIPE, M.J. TO FLANGE DOUBLE CHECK VALVE ASSEMBLY
ADAPTORS NOT ACCEPTABLE (MINIMUM REQUIREMENT AS
(TYP. FOR ALL RISER CONFIG.) INDICATED ON APPROVED PLANS) 90;-BE•,�'' rTl
OWNERS STANDPIPE SHALL BE P 4 rNvl`y
2'MINIMUM FROM ANY U SlMPN61Y (ANapLHRUst BLOCK
HARE TANCE,JR. OUTSIDE WALL 2�0 �
HELEN PRNGTANGE EADO MIN CUR _ Z
2800 SPRING MEADOWS 715 FINISHED FLOOR
GENERAL NOTES BOZEMAN,MONTANE 597,5 - IS
_ (406)587-I886
I, ALL CON',IKUCHON SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 4.OR LARGER
CLASS 51 DUCTILE i BJ
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE IRON PIPE(TYP.) W z 3/a"MIN. REDIROD, INSTALLED d� f
v
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 16 i _ IN 1/2 OF THE AVAILABLE M.J.
ENGINEERING DEPARTMENT. EXISTING 8" i FLANGE BOLT HOLES(TYP.)
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE WATER MAIN Oh
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
Ig
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. P o1`'Ek Prue I I b,
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL O
EQUIPMENT AND MATERIALS BY THE ENGINEER. 90'ELBOW WITH
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE THRUST BLOCK BEGINNING OF CONSTRUCTION. ckl_ o\Py
PRIOR TO BEGINNING CONSTRUCTION
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS CONNECT TO EXISTING STUB WITH GATE VALVE AND THRUST BLOCK M I p O h A
. SSE• L I of I - y4�0ry9. [ '
6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. A MINIMUM VERTICAL (T)FIRE LINE DETAIL SPR S�0�0 ) ,',\\
SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN THE FIRE LINE AND ALL SEWER MAINS.
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR C3 SCALE' NTS CI ASS 1 SYSTEM +�46 JP � dl ( 4` ;H i
8. TRENCH BACKFILL SHALL BE TYPE A. BELOW AREAS TO BE PAVED OR AS SPECIFIED BY MONTANA PUBLIC
WORKS STD. SPECIFICATIONS. TYPE C BACKFILL MAY BE USED ELSEWHERE AS SPECIFIED BY MPWSS - JAL. 1996. pp�yf eQ+PN •�,, oxop r4Lp�JyJy,�P
9. BENCHMARK: RIM OF SANITARY SEWER MH-11 IN BAXTER LANE RIGHT OF WAY
ELEVATION = 4731.14 FEET (CITY OF BOZEMAN DATUM) 1 ptiP _ FqL�
10. THE DOMESTIC WATER SERVICE WILL BE INSTALLED BY THE UTILITY CONTRACTOR, FROM THE EXISTING --
4" SERVICE STUB. t 1 -
11, THE FIRE LINE TAP INTO THE WATER MAIN WILL BE MADE BY THE CITY OF BOZEMAN WATER DEPT.
AT THE OWNERS EXPENSE. THE FIRE LINE INSTALLATION IS THE RESPONSIBILITY OF THE UTILITY
CONTRACTOR FOR THIS PROJECT. A
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0 12. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE
SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE
INSTALLED AS PART OF THIS PROJECT. a
13. THE 4" FIRE SERVICE LINE AND THE 4" DOMESTIC SERVICE LINE ARE TO BE PRESSURE TESTED AND CHLORINATED BY A
SINGLE CONTRACTOR FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING
FOR THE 4" FIRE SERVICE LINE, AND FROM THE 4" GATE VALVE AT THE EXISTING SERVICE STUB CONNECTION ,, V
TO THE 4" GATE VALVE IN THE BUILDING FOR THE 4" DOMESTIC SERVICE LINE. REMOVE EXIST. 2°SERVICE ,♦
14. ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE OF THE BUILDING. 44
LINE AND REPLACE �+
m 15. FOR THE CONNECTION TO THE EXISTING 8" WATER MAIN, THE CONTRACTOR SHALL INSTALL CORPORATION STOP ON MAIN NTH PLUG. �;`ce' Drawing Date: 8/26/97
THE TAPPING TEE AND TAPPING VALVE, WITH THE CITY OF BOZEMAN MAKING THE ACTUAL TAP
AT THE OWNERS EXPENSE. -- - h
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16. APPLICATIONS FOR WATER SERVICES MUST BE MADE BEFORE THE FIRE SERVICE LINE ,,q4 �
AND DOMESTIC SERVICE LINE CAN BE INSTALLED. -
17, THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE BEFORE THE LINE
N
OF,
LN WILL BE ACTIVATED.
18. THERE SHALL BE NO PIPE JOINTS IN THE FIRE LINE BELOW THE BUILDING SLAB.
(i.e. USE ONE LENGTH OF PIPE BELOW THE BUILDING SLAB) FIRE LINE/DOMESTIC SERVICE PLAN - - AS CONSTRUCTED
19, ALL WORK FOR THE FIRE LINE INSTALLATION SHALL BE DONE IN ACCORDANCE WITH MONTANE PUBLIC WORKS,
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STANDARD SPECIFICATIONS, 3RD EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPW SS 3RD EDITION, Ul
6 DATED MARCH 1996. AND CITY OF BOZEMAN FIRE SERVICE LINE STANDARD DATED MARCH 31, 1997. C3 SCALE: 1"=20' 8/26/97 w