HomeMy WebLinkAboutSID 665 - Northwest Water Main Extension S CIA IM OV M NT DISTRICT
665
No .
NORTHWEST WATERMAIN
EXTENSION
FOR
CITY OF BOZEMAN
GALLATIN COUNTY, MONTANA
N CffY a-BOM"QN-LA "U,A
o
PROJECT
a
SITE
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e
f
•re.ry
__ � �Grtiffin Dr.
u
PREPARED BY: AS CONSTRUCTED SEPTEMBER 1999
GASTON ENGINEERING
SURVEYING & SOILS TESTING Off�❑� ❑o®
Za°o
:I iLL 1 1 Of I CONSULTING ENGINEERS
LAND SURVEYORS
SOILS TESTING `,Y ICI'yA'IFTY MAP
P.O.Box eel N.T.S.
MAY$, 1999 BOZE—N, MT 59711
(IOe)5e0-O�ee FAX:gee-Oee9
��. TRACT 4B
AM �, TRACT 1B C.O.S. No. 1215A
C.O.S. No. 1215A
5(P Z,O+C, 20.00 AC. 18.78 AC.
ofn
GRAPHIC SCALE \��rL� 0
F 3 P-M
O
4ao w�' �wti COVERED WAGON
= �
F TRACT A �mm �mm PARK
( IN FEE) STATE OF MONTANA (1)i o c.os.No. 1215c TRACT 4A
33.54 AC- 789 AC z" I w�" C.O.S. No. 1215A
t inch 300 It. ti
THM-D APPROX. LOC. ` o�A oww
ELEV = 4666.37' TBM-C 20.4 C,
ELEV - o<o A CONTROL POINT �1133
SHEET 1 OF /8- _ Imo--.� TRACT B
nw. nw
1 E1/4 COR SEC 35 SH_FT OF t8 - 80'WIDE STREET 8 UTILITY94BRASS
COR SEC 2
_ �.11FEl ¢ OF / COS.No. 1215C EASEMENT PER 98 F M $BASS CAP MON.
_ I { TO THE CITY OF BOZEMAN
11.50 AC.
I F'Ar I t riT LOT 2 LOT 4 LOOT I(1 4 -GT 3 L- "� - -
NpR7N 19th. AVE. �
4(1h AC- 21'AC O 2.17 AC. 2.27 AC. 21 AC 2 li F
_'IT76,
227 AC. e7 AC O UNPLATTEU
V 2 48 Ai_. i +- 3 13.00 AC. \\
oar rh/ 'n� /ACT
I § o- g ,T a
OTRACT 1 ARACT 2 L07 2 Q , '"
LOT J
5.71 AC I 4i LOi 1 2.80 AC LOT 4 A A LOT 2 .T s M a�I 2,80 AC_ LOT 3 LOT 2 w z 7.41 AC. LOT 1 2.02 AC. 2.37 AC. :.37 AC. +4 AC = 5 �_a TRACT
2.02 AC.
LOT ` 5"-w C.O.S. No. 1240-F
LOT, m
LOT 1 LOT 1 �'2.02 AC. 2.02 AC ,.1 I �
Ac 1.57 AC. w
\ fll 6 AC 9« w�S 43.69 AC. C.O.S.
/ NORTH 19th.AVE. NORTH 19th.AVE. TRACT C
` NORTH 19tn.AVE- UNPLATTED
TRACOT O'-,_ ��, TRACT D-2 - ` t } 15.42 AC. x
"\v l7 Af..
\ 7.68 AC. _
65'WIDE STREET �.
124FI506 CONTROL POINT /132 1 unuiv EASEMENT
TR C3 AC 2 L t SryEAM LORR100R EASEMENT
\ �l
1
A -�' 1 ._. _... w- = 2 � ` - 7.37 AC. F
�\ tAkt B-� '., ` RUDIIL OREN SRALE/LMERR,RM 4
IV
TRACT A-2 EEZ 6 - ` PUBLIC
PARK
10.28 AC. l SN + I � 2.00 AC. I
TRACT C 16
'`L JO C.O.S. No. 331
20.33 AC. CO.S. No 1979 TRACT 2
\ .- 6 nrA �1' �/ 1 LOT 2 0 ► FRunuc oREN sE-aaAl
/:,ne.R mu a sraE.w 5.53 AT. 30-r�
��o�REsc,.EN� m',
o. 210 V C.O.S. No. 1256 ,.F o
MINOR SUBOIVISI LOT a
5 1
• E 19.66 AC. 9.64 A
THM-A T
E" = 4646.37'
S.1EET e (SF 18 ROSE FARK
IKA E-1 `
C.O.S. No. 182' ' t8.51 AC. r
TRACT A-1 4.68 AC. LOT 3 �Al 3 5� w
AC. TBM-A2 MINOR SUBDIVISIO No.210 �A�NNEAa Q P
23.36 LOT 1 OF _ 128.12 AC pUBLL pPEN
SUBDIVISION No. 210 TRACT 1256 - - --- --�SJ
ELEV - 4650.61' +
.. E -_... - - ---- - E - C.O.S.'No. - _._ _..- PNa- LOT
MIN 13.73 AC. 4 4 E 1 9 I 1 , .. 32.5'WIDE Ex.ESMT'To THE
l
BOZEMAN FOR STREET PURPG'k I 6.75 A:1059'AC-.
I
AM AM AM
AAK
1 - SHEET 12 OF 18�, AA
�- SHLEI IS uF I5 -- - -�_. SHEET 11 OF 18
TBM-Al �- -_.--_. --- - - -... LL.__ _-... ._ SHEET 10 OF 18 I
ELEV = 4854.22' ----_._ _ -
CENTER SECTION 35 TMB-H -
ELEV = 4708.01'
CONTROL POINT INFORMATION
CONTROL POINT r ELEVATION NORT6ING BASTING DESCRIPTION *CITY OF BOZEMAN DATUM
$811.0756 43094.9244 PK NAIL IN
ASPHALT(WEST
OAK STREET)
/133 4739.70' -- -- -- -- MON.BOX EAST
1/4 CORNER
SECTION 2
TBM-A 4648.37' -- -- -- -- CHISELED SQUARE
ON TOP OF CONCRETE
LIGHT POLE BASE
+/- SOUTH OF FIRE
WELL•NE CORNER
OF COSTCO PROPERTY
TBM-AI 4654+22' -- -- -- -- YPC A WEST FIND
OF CATRON STREET,
SOUTH R/W LINE
TBM-A2 4650.51' -- -- -- -- SOUTH RIM OF SERER
MANHOLE O INTERSECTION
OF CATRON STREET
AND MAX AVE.
TBM-B 4708.61' -- -- -- -- R/R SPIKE IN NEST
FACE OF POWER POLE
BAXTER AND HO AAOLE EASTODRIVE Z GASTON ENGINEERING
TBM-C 4708.93' -- -- -- -- R/R SPIKE IN,NORTH SURVEYING & SOIL TESTING
FACE OF NEW PURER CONSULTING ENGINEERS, LAND SURVEYORS 8 SOIL TESTING
POLE•NE CORNER OF P.O. BOX Bel, BOZEMAN, MONTANA 58715
SINNF.NTAI.WA}' AND
408 588-0588 FAX: (406) 588-0589
AAXTF.R IANF. NORTIMSf WATERMAIN EXTENTION
TBY-D 4668.9T -- -- -- -- SET REHAB N S`r AS CONSTRUCTED S E PT E M B E R 1999 � SIO � OZ
PAVE:REHA O1. EAST if 1
665
SHOULDER OF SIMMENTAL
_ ,A CITY OF BOZEMAN
WAY•2ND ANGLE POINT Cy!///r\ SITE PLAN
IN CHAIN LINK R/W FENCE JN I
fRQECr DA if .RAY Z9,1998
ORARN BY' LMS RCN4D OAR II-3-%/-/I-99
dAECIED FY. 41C 9PAMN✓G NO.'91-805-3FOII.OMG
.AIB NO:91-SOS-2 1 55EFT 1 rX r9
GRAPHIC SCALE rn
�6\ w n so tm zoo T-
-
� W �
Z �
n ( IN FEET) J 1)
QQ 1 inch- 50 It
44 _
mw LOT 4 J 10T C LOT 4 2L0 27 AC. W
2.27 AC.
LOT 4 2.17 AC. = Q =
N
244 AC.
� Ul
F--
t O BM ELEV-4101.91
BM F1EV.-4704.13 m
II W ElEV-4706.76
PAVEMENT REMOVAL& REMOVE&REINSTALL EX.CULVERTS PAVEMENT REMOVAL A
REPLACEMENT AREAS(TYP.) AS NECESSARY 4 (TYP) REPLACEMENT AREAS(TYP.)
7� ro
j 6MELEV.�4697.69
.9 1.oO -` z.94 t00 0,9G -- 6,00
- _�. _ _ ♦ r-- i __ _ - - - -
_-
0oc
Y N m ❑ SPRIWM BO% ® MONITOR WELL a SANRARY SEWER UIX
i R• CONSTRUCTION NOTES: Q m SANITARY MOM40LE cAs uNE
CA I m 1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION i1SE5 .— MAX9oz �•-� NX.N PRESSURE GAS UK
D INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING T stcH oR SIGNAL POST
X 'z^ STATE OF MONTANA uxoERCRauND uECTMc
(1 F 33 2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES O' GAs vKVE Box 4 SPRINKLER HEAD o oLCRHEwD vor,En
.54 AC. SI M M EN TAL WAY 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
- - - RIGHT D WAY `d UTILRV PDLE OR ANCHOR IEIEPXONE LONpl1T NOTE: CONTRACTOR TO USE TRENCH UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION LOT UNE O TELEPHONE—1. EDGE a PAVEMENT
BACKFILL "TYPE B" EXCEPT UNDER SCALE: 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT G
IMPROVED SURFACES WHERE TRENCH Iz'w PROPOSED --� cuLVERi UNDERGR WTV.CABtc
F- BACKFILL SHALL BE "TYPE A" HORZ. 1"=50' BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES WATERMVN uNDERCI—W n9ER PROPE"'v EXc
D � 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING
Z ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION FIRE HroR.Ni O oEm CAKEVER T. 1��=5 GERTEmnE ROAD
PAVEMEM K.M. SECIgx UN[
AND REP MENT AREA
/Q WATER VALVE
---- TF1F CONSi EASEMENT
-_- WAlERl94 F/SflIENL
r EK511NG WATER UNE 1o''w fMOPOSED
WATER
4715
APPROXIMATE STA 4+75 TO ST 14+50 EXISTING LANDSCAPE AREA(GRASS)
+� r
4110 -
u 47iU
4705 J 4705
1 siA-D+nl\\\!!! V
Nv.Toss Nv,.zoe.z �riv.:i�T' -.._ __'-' - - _ EXIST GROUND � vO1i
4'NIGH DENSITY FPS PIPE INSULA TOE/ I -'- - -._
Q H- S 4700
470. - 8' EITHER SIDE OF CROSSING 9EE FTAIE I+\ I^1�
SHEET le of Ta STA N.e --
I
MPJNTNN MINIMUM 65'OF COVER \STAN9e4iz
4" HIGH DENSITY EPS PIPE INSULATION Sri 6.W - EXIST. GROUND
-- 8' EITHER SIDE OF CROSSING SEE DETAIL, a .e949 -
4695 SHEET 18 OF t 8. wiv IbI J _. - _ _ _ �..` _ + 4695
\ 4"HIGH DE Sf1Y EPS PIPE INSULATION
♦_
8'EITHER S E OF CROSSING SEE DETAIL
;- SHEET TBO 18. --�_--
! rT MAINTAIN MINIMUM 6.5'OF COVER ---.,_
'�n n( 0 1400 LF OF 12'CL 51 DIP.""MA' $ 4690
4690 i> _ j a n >Z Ay o STA 2+00 TO 12+40 INSULATED ...�
u3 a S' _q I Ip (F� EIECAJ1IY1SE OF INSUFFlCIENT MTV 1µ�
F c m la m e S T m ` OROTND COVER NOT Fou
a-
w> INSU
yV�V!�11 �Org :lY GWY ` SEE
4685 m +$ o q'�o 4685
i rvo y,{dl Im xmnm 6 �w� �m \�,
o -� oG $ �� 2 9 +Jo m' - a o
+ orc
ca rx o +t 3Q:N 41� X� 4680
4680 s +o Nr .>I a5 '^ s ry o - s� r� mo -
x
GAS �x fi��o � m 15J� mmP. �,� a'' z N d
I an
pp aa,,
�i sra3i v�i3ma ``b j 4675
a C S $ Y $ S a 3 3 $ 3 3
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+DO 13+00 14+00 14+60
Z GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR_NOTE: CONSULTING ENGINEERS. LAND SURVEYORS &SOEL TESTING
LtC
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.O. BOX 861, BOZTEMAN, MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (4o6) ass-o566 FAx: (4o6) 666-o669
BEST INFORMATION AVAILABLE TO THE ENGINEER, NORTHWEST AATERMAIN E%TENTION
AS CONSTRUCTED S E PT E M B E R 1999 THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SID x 665
OF SUCH INFORMATION. SERVICE LINES (WATER. POWER.'
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS CITY OF BOZEMAN
INDICATED ON THE PLANS. Y.r �Y71 am18NTAL WAY - srA.0+00 TO STA. 14+00
" CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL fyJ1�J1 V avnecr n�re..LYY 29.19A4
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR ( twaxv er e,Ns .REvsn OArE`rr-s-9e r- -99
EXACT LOCATIONS. cnrcWeO er- MG ORAMW AL0.-91-505-2JD.0
,KA9 N0:9T-SOS-2 SMET 2 a 19
of GRAPHIC SCALE
O obWTao V
C) J
BM EIEV.�4993.31
_J Q
LOT 4 LOT 4 Q -h FEET O
2.27 AC. LOT 3 O_ 1 ince- so ft. (n
2.27 AC. 2.17 AC. LOT 2 LOT 2 Z TRACT 3 +
O 10" DIP I 2.17 AC. 4.08 AC 4.14 AC.
O REMOVE 8:REINSTALL
.+ 9N E11V.�4969.79 BM ELEV.-4664.9} Q NECESSARY EXISTING
CULVERTS AS
REMOVE do REINSTALL E%. CULVERTS J W Q
T AS NECESSARY(TYP.) REMOVE h REINSTALL (,
91 (!)
PAVEMENT REMOVAL k E%. FENCE PAVEMENT REMOVAL 6 > PAVEMENT REMOVAL&
Q REPLACEMENT AREAS(TYP.) AS NECESSARY(TYP.) REPLACEMENT AREAS(TYP.) % PAVEMENT REMOVAL A REPLACEMENT AREAS(TYP) REMOVER REINSTALL
~ AND RESET SIGN CONTRACTOR�TO REMOVE REPLACEMENT AREAS(TYP.) 9M EM.-4660.41
AS NECESSARY(TYP.)
(n 1 REMOVE h REINSTALL EX.SPRINKLER EX. SPRINKLER HEADS
SYSTEM AS NECESSARY(TYP.)
Te.oO • z'w Te.OG 'FET.ao ,e.Do m.oG � zT.Go zzwD u.oG z4.ao za. za Oo
u
,N
O b
EI/4 CDR SEC 35
❑ SPRINKLER eox ® MONITOR W. —s—.. SANITARY STAVE LINE CONSTRUCTION NOTES: S I M M E N T A L WAY _ ®- --�
Q ® sANnua— _M �"�`I� W
RO 1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
TREES NNLK — TNCH PRESSURE.LIME INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING SCALE: Z Q
J
2) HALL PRESERVE AND PROTECT ALL EXISTING TREES
T STGN OR SIGNAL POSE LNIOERCRWND ELELIWC CONTRACTOR S HORZ. 1"=50'
W (� G vALVE eox .4 "NKLEN HEAD --*E--- OYERNEAD POWER 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
Z VERT.
J — — — Rk—OF WAY w orlon POLE OR ANCHOR —T— TELEPHONE COIaUR UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION U W
_ 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT Q IJ
LOL LN1E O TELEPHONE PEDISTu - EDOE OF PAVEYEM NOTE: CONTRACTOR TO USE TRENCH =
= Tzw PROPOSED �� CULVERT —u,�- UNDERGROUND Tv CABLE BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES BACKFILL "TYPE B" EXCEPT UNDER <(> wATERMVN 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTIN IMPROVED SURFACES WHERE TRENCH
UNDERGROUND FIRER PROPERiv UNE
FIRE Hroawr oPTK c�aLr --- CENTERUHE ROAD ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
Q BACKFILL SHALL BE `TYPE A"
c F� PAVEMENT REN— SEC—LINE
L WATER VALVE 1. J NID REPLACEMENT AREA - I
FENCE ONE
TEMP CONST EASEMENT -
_..__ WATERLINE EAYMENT
law rPi^IE RMNNN
• E%K141G WATER UNE
ZOO
4700 — O
4 vV
APkOX.STA I-W TO STA 24.00 FASTING UINOSCAPE AREA(GRASS)
U N U ANPROX
AREA(GRASS)
STA 11.OD E%ISTNG
U D
4695 Q w�
LLJ + O �. f.. l 4695
-r
V)
4690
TED 151A,a.z0 / A,4'ea• ----.._ EXIST GROUND 4690
INV NOT FouND
HIGH DENSITY EPS PIPE INSULATION - -�-�` a INSULATION 8 EITHER SIDE OF CRO561NC _
SEE DETAIL SHEET 16 OF IB. - -�, _ QAi
N + 4685
00
MAINTAIN MINIMUM�5 - ER - ,E%IST. GROUND - - - _ - - -- _N f
LL
< Q
4680
N
o j 14 t
n4 W lF OF 12 CL I DIP WATERMAIN D MT M7T931j 18"CARP
4615 `�
i t 4'HIGH DENSITY EPS PIPE INSULATION -�
G 3 4 a SE DETAIL SHEET 18 OF 1B CROSSINGSTA 26+Ne. 4675
IN
E, L EITHER
V 14
4670 # w
D- 3 6 S >_ v 4670
Fn F _
Oin Ll # aOyY ,y4 J �E
N - < 0
n+rcIN u nm3o �m In XN �m ;g
4665 pM
-Q Q �' .9.SQ 1,41 n`i ~a�i pia I 4665
F
1 �eSe ae�qq WW QQ I
4660om
F-I
�n4`r3 vsi>3$ v�iF7� aY �''m
cn
Ti
ri e
13+60 1+H00 15+00 16+00 17+00 16+00 19+00 20+00 21+00 22+00 23+OD 24+00 25+00 26+00 27+00 26+00 26+60
--- 2�CONSULT—ING
GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR NOTE: es, LAND SURVEYORS R SoL TESTING
EXISTING UNDERGROUND INSTALLATIONS k PRIVATE BOZEMAN, MONTANA 59915
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (406) 666-0588 FAX: (406) 566-0589
BEST INFORMATION AVAILABLE TO THE ENGINEER.
AS CONSTRUCTED S E PT E M B E R 1999 THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOtrr s-r RID # 6 5 hRIBNTION
OF SUCH INFORMATION, SERVICE LINES (WATER, POWER,' SID /T 685
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS /' �/ CITY OF .4.'.N
INDICATED ON THE PLANS. _ C�J J'� SBMmN7AI,wer-STA. ra+0o 10 el'A.xe+oo
'• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL (� AwuFOT DA Te"y n 1990
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR DRAWN er uFs AEN5Ep DA r£n-s-se r-n-Rs
EXACT LOCATIONS. aXEEREO Fr ND ORAWW NO.9l-505-2dDNG
9I-505-7 31EFT J OF 79
r I
u O f
~ J
D U
C)
O
C A
v � � Lb O I
w GRAPHIC SCALE is J
TRACT 3 ! U o n mo J
LOT Q CU
4.14 AC. IN FEET)
1 inch= 50 EE
I
J �
ALL I Q AbRE
- S
TYR) _. EX MSPRINK .q'q
S,REINSTALL Z
I
AS NECESWY(ilEP W
S
EIEK-4612SY 6Y µ EUV-466S. J.
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_ W
_ _ '15100 1p+Dp 37400
❑ SPRINKLER ROX ® MONITOR W 1 s SAHRARV SEWER LINE
m swITAm wNNOLE GAS UK CONSTRUCTION NOTES:
PRESSURE GAS LINE I) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION - --- .--•- - _ -.*-� T,X�
T SIGN OR Sw1au POST ONDERGROOND ELECTRIC INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING
(3r OAS—E 4 SPRINKLEP„EAD _V PEAO POKER 2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
- — - Rw.OR wAv w Jn POLE OR ANCHOR TELEPRONE CONDUIT 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING S I M M E N TA L WAY J9
LOT UK 4 TELEP„ONE PE- -4.--qr- EPGE OP PANEIIENT UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION NOTE: CONTRACTOR TO USE TRENCH
4 CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT BACKFILL "TYPE B" EXCEPT UNDER
L1>r .AwRME0 �� cNOERR ^ R,C)PE-DIF RoLNO ry GBLE ) SCALE: IMPROVED SURFACES WHERE TRENCH
ATERwvN �.LINE BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES
-- uNOERORou„o naR 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING HORZ. 1"=50� BACKFILL SHALL BE "TYPE A"
PRE NypRMlr OPNC T R SEMERLME ROID VERT. 1"=5,
R� O vevEMENr REMwu ucrroN LANE ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
ARE) AREA
b WARR VALK D R FENCE LME
TEMP CCWSr EASEMENT
WAIERLAR:EASEMENT
•-------- EXLSTING INTER 'TIT PROPOSED
WATERMAN _VRE STREET
4682 _ _ _ _ _ _ - - -- 4682
4680 __—. • I •29�00X STA35+00 TO STA 1 - 1 ... _-_-I 4680
_f - T- —-
EXIT NG cTA LANDSC PC PEA26450 TOT 40#00
(GRASS)
I NG LANDSCAPE (GRASS)
4675 -- --- - - T")Q 4675
ADDED INSULAFION-OELAVSE 0 r
GROUND COVER WAC r"7 - _ S H--
Lj
1670 - �+ Q Q L1J ! 4670
n
a6fF MANTAIN MINIMUM 6.5'OF COVER--� -
t 4665
� _ n
4660 r73r W O L1_ 5 �� Iz'cl AI5 f S "6 1 -.----z - 4660
7 O O IFw LF Of
+ ¢ aA 51 OIP WA7ERwyN '^ d INSlA7iTEB- AUSE Of
MAINTAIN MINIMUM 61 C.OVEP RIADEOUATE GROUNIrCUMFE.--_J '
I W�
m n 3 a 465T
o
NamaZ+`` o
4650 - a J w $ I\N 4,
o m�e, dF
TO
„R, fmo +a
4645 {r 2 m m S ; M _ 4b4b
�b ,n a`zom L`
4642
464
16 IN
rcM
27+60 75+00 26+00 30+00 31+00 72+00 35+00 34+00 36+00 36+00 37+00 38+00 J6+00 40+00 40+37
ZtNG
—— GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR NOTE: ENGNEERS, LAND SURVEYORS & son TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE O. BOX 801. BOZEMAN, MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE aoe) aea-0588 FAX: (406) 666-0589
BEST INFORMATION AVAILABLE TO THE ENGINEER. NORTHII$Sf IIATBRYAIN SICfBIPPI7ON
AS CONSTRUCTED S E PT E M B E R 1999 THE ENGINEER DOES NOT GUARANTEE THE ACCURACY `
OF SUCH INFORMATION. SERVICE LINES (WATER, POWER,' Jrf - SID # 885
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS CITY OF BOZEW
INDICATED ON THE PLANS. V"V RO[I[ENTAL WAY-BTA.E6+00 TO END
•• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ) PRLAECTDARC.6Eva9,1990
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR CRAM BY c✓s REMSED DAaF rr-z-98./-n-99
EXACT LOCATIONS. er AEG DRAWNO NO:91-303-2d D116 uccWm
PROVIDE REL . AC) J / --
PROVIDE CONTR PAD AND RIPRAP
DI
1� EROSION CONTROL TO EXISTING DITCH IN
RIGHT OF WAS
11 (SEE DETAIL SHEET 16 OF 18
L
3 ODE
NE EASEMENTR / / GRAPHIC SCALE
CONSTRUCTION NOTES:
1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
20'WIDE TEMPORARY PUSH PIT INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING
CONSTRUCTION EASEMENT / / 2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
CONNECT TO EXISTING / $ 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING IN FEET)
12'WATERMAN BORING&JACKING UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION 1 Inch s 50 fl.
/
Feu-A 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT
Et- - BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES
4645.37' ` V,R - - RE 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING
RECEIVING
p1T/ ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
�r.
❑ SPRINKLER ROX ® NONnoa WELL s sAHnarc sEwER LWX
LNE
SNIBox MMINOLL HH PRESSURE GAS LINE
\\ raEEs
RENWE AND REPLACE EXISTING FENCE
_ 111111111!!! T 40N OR S L POST ~W— UNDERGROUND ELFCiRIC
L ti� AS' ECESSARY FOR CONSTRUCTION VALVE wX S WLER HEN) --o-- - p.T.w PowER
—
// RIGHT O WAY `5+ UIIUTY POLE Oa OHLMOR TELEPHONE CONDUIT
OI M Ell"-4639.47 LOT LINE d TELEPHONE PEOSTA_ -q�� EDGE OF—MI.
Tv
� �wn�
121X PROPOSED w CVIVEAi uNDERCRWND CARE
WATERMNN PaO IY LWE
(� UIDERCROUND E16EP
FIRE-IT OPTIL CA6lL -- CENIERIIHE ROM
/'r•/ f 'Y `, J. \. O PAVEMENT REMOVAL SECTOI LINE
/ 1 AND WATER VALVE REPUCEMEM
/Q
k NOTE: CONTRACTOR TO USE TRENCH TEMP LOISL EASELC i ENCE LINE
BACKFILL "TYPE B" EXCEPT UNDER w EXISTING WATER LIRE tow PROPosEo WATERLINE EAscuFN1
;C4 IMPROVED SURFACES WHERE TRENCH
WATFRMNu - DJTURE STREET
Q� p9 BACKFILL SHALL BE "TYPE A"
20'WIDE TEMPORARY "J��
WEST VALLEY CENTER
NOON GAS MAI F CONSTRUCTION EASEMENT y?
^^a� T STA 1+85 (SEE 1g 30 WIDE WATER a SCALE:
LINE EASEMENT
101 R 1"=50'
0 I VE
� VERT. 1"=5'
4655
4650
4.-HIGH DENSITY EPS PIPE INSULATION . . . . . . T� ,
- --- -
DETAIL SHEET 18 OF 18 SEE
L
' SEPARATION OUTSIDE OF
CROSSINGEITHER SIDE OF
PIPE TO OUTSIDE OF PIPE
4645 0
46
1-- C.A `MAIH-1. EXIST.GROUND
_ +
HP 12 - -
< (S
E7(iST.GR UND j Lon 1140
4640
MAINTAIN MINIMUM 6.5' OF COVER -
9D0 LF OF 1
4635 2'CL 51 OIP WATER AIN
j o 95 1F24"STEEL CAS�Nf WITH 12"RESTT+AINED JOINT OIF.ICI 4635
2 /SEE BORING k JACKING DETAIL SHEET 18 OF 18
,FJ �
4630
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w� ZZ y
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EDji gs d o
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- - i
-0+50 0+00 1+00 2+00 3+00 _. 41 DO 5+00 6+00 7+00 6+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
FL—::L� Z GASTON ENGINEERING
SURVEYING & SOIL TESTING
coNrRAcroR NOTE:
CONSULTING ENGINIII LAND SURVEYORS R SOIL TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.D. BOX 861. BOZEMAN. MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE / / (406) 580-0580 111 (41 66e-Oee9
BEST INFORMATION AVAILABLE TO THE ENGINEER. C /
AS CONSTRUCTED S E PT E M B E R 1999 THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NORTHWEST a EXTSNTION
OF SUCH INFORMATION, SERVICE LINES (WATER, POWER, ,1 SID ID # 685
T.V.. TELEPHONES) MAY NOT BE STRAIGHT LINES AS I ytiA CITY OF BOZEMAN
INDICATED ON THE PLANS. ..` J �'U1 III VALLEY CENTER- STA.0+00 TO 6rA.9+00
•• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ( �F\V ccroATe..ur zs—
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR o94NN 6r urs arL+seo oAlr n-4-9a r-11-99
EXACT LOCATIONS. cNEcwca er rc oaAWNc r✓o:9r-sos-aa D.V
9r-so5-T SMEEI 5 - 19
20'TEMPORARY CONSTRUCTION ESM'i / \`�' �_ �-
1
30'WIDE WATER uNE GRAPHIC SCALE
// J ! so o zs w loo ml
O) 'J. / 1 inch = 50 Il.
u UO
QN + lL GF
V d 20'WIDE TEMPORARY
UU CONSTRUCTION EASEMENT
0 SPRINKLER BOM ® YDNDp WELL - -p SANRAR SEWER LINE
UM BM ELF/.-4650.5/ `gyp ® sANnAR,uAMIaE cAs unE
W + �N 30'WIDE WATER
LINE EASEMENT i 4T MaLBox -ds-- WCN PRESSURE Gn5 IINf
VN.VE BOX / Si IFAD� �d— OJEIMFAD PNOWERECIRi..
/ABANDON GAS MAIN f/ /N+tP \/-�, �� _ — RMM of ruY v, unurc roLE OR MCWR r TiCONDUn
% J , / - LOT LINE TET£PHONE PFDISf/1 EDGE O I
12^ PROPOSED CUEVO+T �Ax— UNDERIIROWD T.V.CABIE
WATERMNN
REMOVE AND REPLACE EXISTING FENCE re�°P O ow UNDERGROUND{TREK
PROPERtt IWE
AS NEEDED FOR CONSTRUCTION EWE NroRANr OPTIC—LE
CFNTERLINE ROAD
O AAA REMACEMENT AREA --- SECTION EITA
- w
WATER vA1VE
F PAVEMENT RE1X)VAL
FENCE LINE
n -, -- Ti CONST FASEMEM
WAIfJtLINE EASEMENT
10'W WAIERMN� • IX5TW1G WATER TINE
s`..
B 12w
-
� ID+00 11+00 �-
Z -
S
NOTE: CONTRACTOR TO USE TRENCH
"TYPEBACKFILL UNDER
IMPROVED SURFACES WHERE TRENCH CONSTRUCTION NOTES:
S1
BACKL SHALL BE "TYPE'O 6'p -- FIL E A 1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
��16 INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING
ab 2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
WEST VALLEY CENTER 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
L. UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION
VALLEY CENTER DRIVE SCALE: 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT
------ BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCE`_
�- HORZ. 1"=50r 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING.
VERT. 1"=5' ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
r 4660
d +
4650 + Il EXIST. GROUND
4645 (JJ . _ _-= MAINPNN MINIMUM 65 OF COVER
L.L) 4645
= 18" EXACTLY FROM BOTTOM OF SEWER
-----" - TO TOP OF 12" MAIN 1000 LF OF 12`CL 1 IP WATERMNN
4640 464^
i
s �
4633 0 0
4635
m Ld d
4630 UJ - m Z
Z 5 g> + + _J F- 4630
2 E J- W
mi L�
4625 � m � Q
4620
41—
n S Y 3 S g m
7+72 6+00 9+00 10400 11+00 12+00 13+00 14+00 15+00 16+00 --- 17+00 18+00 19+00 ID+00
9 — GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR NOTE_ CONSULTING ENGINEERS, LAND SURVEYORS & Soi TESTING
EXSTING UNDERGROUND INSTALLATIONS & PRIVATE P.O. BOX Bel, BOZEMAN. MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (406) eee-oboe FAX: (4oe) eae-oeep
BEST INFORMATION AVAILABLE THE ENGINEER. NORTHWEST WATERNAIN EWENTION
AS CONSTRUCTED S E PT E M B E R 1999 THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SID # 665
OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, f.
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS CITY OF B TO
INDICATED ON THE PLANS. II66t VALLEY CENTER- SI'A 9+00 ptoo To stA 19+00
'• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL I Asvaecr ns:.4a 129, 1998
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR �wAw ee LMs Arusca D—n-2-m r-n-99
EXACT LOCATIONS. crlecYEn ev We LWARINC No:91-50s-2dDW
- .eW No 91-sos-2 sArel 6 cr 19
GRAPHIC SCALE
4 I \
- IN FEET
1 inch= 50 It
j c) 1 R
= 0) 1 1 ELEV. TOP OF CASING 8,12
ELEV. TOP OF PIPE 9.33
ysr•RG ~ �y^W GE15t\NG PG'(� I ,`
Oo SPRIIMLER BOX ® Mo.—WELL as S�NRNYI SEnR UNE
~3y (� FF3K pN R STA 22+0 12" X 6" E�\ON 0\Nu ;N\"} ! T y�1 $ \" Q ARv wwHo OAs LINE
J'IF } FOR ONI G JP ,P TREEs se MaLea. -uF— HwH PREswRE cos uNE
�- B \ / Z O v SiGN GR SIGNM POST - NgERGROUND ELECTRIC
i0 ♦ J Y \` GA5 VALVE BOX SPR XULR HEAD --9F OVERHEAD PoWER
Or wav w —11 Pac oR w�cHOR *— m PHONE CONDU17
_
plt - die nl X.i
F- Lor uNE 4 TEICPHONE PEorsr,u
14" S C, -.Ir—T— ED(IE Of PAVFYEM
Ljj
i 6M ELEV.ARROW ~ Q W \ \ 12`w
o BOLT-4657,85 wArPROCRYu�N �� CULVERT � - UMDERGROIMD tV.CABIE
a Q
_ '�^ - IMDERGRWND EIBER PROPEft1Y LINE
__-__ ___ - • .� v V(n S y� DRE HYDRMIT OPiiC CABLE -- CENTERLINE ROOD
PAVE MENT REM 4 SEC1pN LIME
o
T2,Vy A •,. rXO� p W —ER VKVE MW R—ST LQIT FENCE UK
TEMP CONST ASEl1ENi ENC
WATERLINE—.ENE
NOTE: CONTRACTOR TO USE TRENCH IOb PROPOSED
BACKFILL "TYPE B" EXCEPT UNDER wArERYMN -...w.-- EXISTING WATER LINE
IMPROVED SURFACES WHERE TRENCH
PAVEMENTBACKFILL SHALL BE "TYPE A" REPLACEMENTMOVAL AREAS(TYP.)
LLEY CENTER pRI VE \ /
�'"Ou _ CONSTRUCTION NOTES:
1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
T/ INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING
—�°�- ---- ron'R6mov&c t wFQ I (�CA'TCQ 2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
`—'� -® �•C•0.8 •�`ST VALLEY CENTER 1 `I l 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION
M
H SCALE: 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT
BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES
HORZ. 1T�=5O� 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING
\ VERT. 1"=5' ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
S.
4665
4660 CD 0 LIJ �-
_ J T
EXiST. GROUND
Lli
4655 Q 1 EXIST. GROUND < LLJ w
4655
MAINTAIN MINIMUM 65' OF COVER
4650
�y OF t:- I PI [,il' WS'F17MAI:v
130 LE 36"gFEEL C INQ H 12"RESTRAINED
JOINT DIP PIPE. SEE ORI C JACKING DETAIL SHEET 16 OF 19.
a
4645 a
T 4645
X- 3
Z i C'o o:
4640 n ni� I'6'` nU r` w
oN
IS- z
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4630 nmmn vl iii �� 41,114625
ry i
462-,
Wl
18+60 19+00 2D+00 21+00 224DO 23+00 24+00 75+00 26+DO 27+00 2E+00 29+00 30+00
Z GASTON ENGINEERING
coNTRncroR NOTE: SURVEYING & SOIL TESTING
CON3VLT'ING ENGINEERS, LAND SURVEYORS & SOUL TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.O. BOX 661. BOZEMAN, MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (406) 586-0588 FAX: (406) 666-0569
BEST INFORMATION AVAILABLE TO THE ENGINEER. NORTHWEST11ATERYAIN MENTIONAS CONSTRUCTED S E PT E M B E R 1999 THE ENGINEER DOES NOT GUARANTEE THE ACCURACY
OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, SID 1 665
T.V.. TELEPHONES) MAY NOT BE STRAIGHT LINES AS / CITY OF BOZEMAN
INDICATED ON THE PLANS. l\r.M ( 1fEET VAIJAY Ce1'1'ER-STA 19+00 TO 29+09.01
CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL anaccr oe r[ ,A.2.rn 199e
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR pTAWN er 1.5 Wew DA Tc_5-9 1-n-99
EXACT LOCATIONS- CnCCAED 9r MG ORAW16 A'D:91-505-1GD.V
.Kl9 ND:91-SAS-2 SNYFr 7 Dl 19
r ; r 1,
MA
ATC� LINE ' %J o GRAPHIC SCALE
A. 1.
SHEET 9 OF- 19
IN FEET)
MNOR I LOT 3 OF I' PPoNN R M T s SANRARY SEWER LINE
/ ❑ s Lt eo ® uow oR w[u
J NOTE: RIGHT OF WAY LINES SHOWN '2g0iVI SION Np 210 it Q tREEs 0 w IT —IO E LIME
E cAs JNE
ARE PROPOSED AND ARE SHOWN 2 AC PRESSUR
. I T n
FOR INFORMATIONAL PURPOES ONLY. j I
SIGN OR SrGINL PoSf UNDERGRDUHD EIECIPoL
VALVE BOM ( SPRINNLER HEAD PIERNEID POWER
BN EIEV.�487a.37 '� I � / RGHI Di WAY 'I1+ UTXJtV PoLF OR ANCNpt —— TELEPNOIIE CpgUR
LOT LNE O TEIE W PEDISTAL FINE I PAVEMENT
h
A 12`11 w�OPO5E0 �� CULVERT awn UNDERGROUND T.V.CABLE
H iERM4W1 UNDEI—OUNO FIRER -- PROPERtt lME
FIRE HYDRANT OPTIC O u u.mIIUNE`,w
.- PAVEMENT RE & SECTION I-
FIND REPU OWNT AREA
o.' l
FENCF UNF
- _ 3"l S.I F� ,. ►4 TER vuvE TEMP—IST I-EMENT
WATERWE IwsEMENr
:' EwSTINC WATER UNE IOW WARRMMN
I—E STREET
z w �_ _` aM ElEV.-4a72,aa
J � S3Say
�'. --- ZOO
____
561.a3' NCO —
- -- ----_ CONSTRUCTION NOTES:
- — - —._._.-_ _
3-ls,��7 '"-,--`_- ��-j""- �'!! 5a Iy � ---- - - -- --"-�--' __� - 1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
7 DD TrW - ' INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING) CONTRACTOR SHALL
_._
ECT ALL EXISTING TREES
PRESERVE--- 3) CONTRACTOR SHALL BERESPONSBLE TT REINSTALL AND RESTALL ALL EXISTING
1
.U6• n UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION
-_ 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT
N71��1g�eE � --- - rl BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES
u X 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING
ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
gw %
O�ss NOTE: CONTRACTOR TO USE THE CH r I 0j
rc BACKFILL "TYPE B" EXCEP UNDER
/9
8 n IMPROVED SURFACES WHIP E TRENCH I 1 ; WA TE R M AI �� ��
A N LINE
BACKFILL SHALL BE "TYP A" I J
r SCALE:
H OR Z. 1
4680 VER T. 1"=5 4680
Z
o N
- 4615
_Z o
EXISTING 6ROVND +-.�.
- - - - _ 4670
MAINTAIN MINIMUM 6.5' OF,COY'ER 4'HIGH DENSITY EPS PIPE INSULATION -- -._ _ _ _ EXISTING GROUND Q
I 8' EITHER SIDE OF CROSSING SEE DEUL /
SHEET 18 OF IB _
u
4665 � / +---- _ 4665
+3 I IOp lF pF I2.C1 51 DIP WAT i ', i li
N
a3 4655
U �0 4 a G
ozI-
o jg omg
Q I-. p
4650
LLII, .y o
J
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4645 7 i + ♦ 4645
-0+50 0+00 1+OD 2+00 3+00 ++400 5+00 6+00 7+00 8+00 9+00 10+00 11+0D 12+00 13+00 14+00 14+50
Z GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR NOTE: CONSULTING ENGINEERS, LAND SURVEYORS d& SOIL TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.O' BOX 861, BOZEYAN, MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (406) 586-0598 FAX: (406) 585-0589
BEST INFORMATION AVAILABLE TO THE ENGINEER. - - NORTH1IESf NATERMAIN EXTENTION
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SIN i� M
AS CONSTRUCTED S E PT E M B E R 1999 T.V.SUCH INFORMATION. SERVICE LINES (WATER, POWER, 665
T. , TELEPHONES) MAY NOT BE STRAIGHT LINES AS CITY OF BOZEM.
INDICATED ON THE PLANS. J � �1TERYIII4'B'LINE -8TL 0+00 TO ST1. t1+00
•• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL W.SF r.4 -5-z9.7999
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR OF4MN er us
REWSEO 047r n-s-9Q r-rr-99
EXACT LOCATIONS. CHECKW BY MG DR4MNG,vG, 91-505-2d DA6
.Ka na. 97-ws-a .wEcr a a 19
O SPRINKLER ROK ® Mc—WELL n SANRARY SEWER IRE
0 ® swrtARr MANHOLE
G�LNE 39.03' GRAPHIC SCALE
TREES av MNLBOM -i NKA1 PRESSIAtE CAS LJNE
T SKM!OR SIGNLL POST UNDERGROUND ELECTRIC
O GAS VALVE BOK SPRINKLER IEM o....- OERHFAp POWER
0 RIGM Of WAT `U+ UT——E CF ANCHOR ' TELEPHONE CWDUR -
-0 xasru. �� EDGE < Aww.o P CONSTRUCTION NOTES: ( 1N �'
+ LOT LNE TELEPHONE ) n
Li 1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION 1 inch = 50 I.
O CVLVERi �AW� UxOERCROUND i.V CARIf
12w PROPOSED
�� PROPERTY LINE INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING rrl
'.0c ODND HRER 2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
0 1.1 HY—T OPfIC CABLE CENTERLNE—
PAv T REMa9u SEC—LWE 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
ANO Cn W W WATER vuvE RIP—E.E.1 AREA ,_ ,EPEE-E BM ELEV.a4683.43 UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION
TEMP EASEMENT-1 EASEMENT 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT
W wAtERLRLF EASEMENT
E%ISTING WATER LNE 1O.w p6pppSEp PROPOSED RIGHT OF WAY - BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES CONNECT TO EXISTIN'.-
WATER MAIN
N WATER". —ORE SIREEt —� nG 5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING
30' WATERLINE EASEMENT / \^_ ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
1
691.49' _ _ 282:57' 614,89' f 1
IT00 12+00 IS+ 14+00 wV 1 I)•00 1H00 S➢0 - -__-11fD0 _
121 --
833 69' - - -- 9{.3' 416.19•
20' CONSTRUCTION EASEMENT FUTURE STREET -
LLJ
Z -
BL I C OPEN SPA CE/LINEAR TRAIL & STREAM CORRIDOR EA SEMEN T NOTE CONTRACTOR TO USE TRENCH
BACKFILL "TYPE B" EXCEPT UNDER
IMPROVED SURFACES WHERE TRENCH
Q BACKFILL SHALL BE "TYPE A"
m 'O
WATERMAIN IIBII LINE _- m
SCALE
HORZ. 1"=50'
VERT. 1"=5'
4670 4670
STA 17+y0 TO APPROX.STA 24+25 CONTRACTOR TO USE TYPE'A'TRENCH BACKFILL
{665
- ,IXISTING GROUND
-. PROPOSED FINISH GRADE
I
_-. MAINTAIN MINIMUM 6.5 OF COVER
I EXISI NG IGRWNO - � 7 I 3
-'V a 4655
W o
O 12
5 1 DIP ATERMAIN
2 d
a
3 V x Z
4645 pp N mm U 4645
bm KO
m
�00
LJ
QQ= GYdi ;� NF zwx
zo w�
a omo
4636 �'�� "'400 000a o
463`,
S.I$�
4630
Tw
10+50 11+00 12+OD 13+00 14+00 1tiIGU 16E00 17+00 16F00 1Y+00 2DF00 21+DO 22+DO 23+00 24+00 2+406
Z --- GASTON ENGINEERING
SURVEYING & SOIL TESTING
'.VNTRACTOR NOTE: CONSUI.T[NG ENGTNEENS, LAND SURVEYORS h SOIL TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.D. Box 861. BOZEMAN, MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (405) 688-0588 FAX: (408) 588-0689
BEST INFORMATION AVAILABLE TO THE ENGINEER. NORTHWEST WATERNAIN EXTENTION
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SID �! 685
AS CONSTRUCTED S E PT E M B E R 1999 OF SUCH INFORMATION. SERVICE LINES (WATER, POWER,
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS i1 CITY OF BOZEMAN
INDICATED ON THE PLANS. �- WATERMAIN 'B' IJNe -STA. I1+00 TO END
•• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL RRO�ED oA lC.Arras lsse
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR DRAWN Fr 1rs pcuseo oA,cn-4-se
EXACT LOCATIONS. CWWCD Br uc IDRAWNGW:91-303-2d OMC
.ALB ND 91-s -a 1-ar 9 cr 19
CONSTRUCTION NOTES:
1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING
2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES GRAPHIC SCALE
3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION 25
4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT O
BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES
5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING ( IN FEET) +
ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION 1 inch= 50 ft.
Q
CONTRACTOR TO REMOVE AND
`II REPLACE EXISTING FENCE AS
1 W EIFV,-4723.51 NECESSARY FOR CONSTRUCTION
30
6 'WATERLINE EASEMENT
........
I
m
32.5'STREET EASEMENT 32 5 WIDE EX.ESMT'TO THE CITY OF BOZEMAN FOR
STREET PURPOSES
N 20'CONSTRUCTION EASEMENT LL
i E em O SPRINKLER .0-OR WELL BOX ® SANRARY MMRIOIE y__.____ R SEWER LIK 30 1� z O
P O pO m p TREES "mx I r-
8 1� A O Ki T MCH PRESSURE GIS 111E
SNXI OR SX:NY Po51 UIIDERGRWND EIECTNIC
-i1 m (1Y LiLS vuvE BOX sPRlxkLfR NEAU W OKR—Po.11 U W
p — — RIGM OE YMY �+ URlltt POtf OR ANCHOR —— TELEPHONE L.LJ
6' a c NOTE: CONTRACTOR TO USE TRENCH
m O BACKFILL "TYPE B" EXCEPT UNDER lDT UNE -0 TELEP— EECE a PAEMEM Q =
IMPROVED SURFACES WHERE TRENCH 12V RROPos� �� CULVERT -�^r UNDERGROUND TV.C E u)
o BACKFILL SHALL BE "TYPE A" II 11 WATER-N
WATERMAIN "A" LINE
- P uNOERGRONDfIBER RR�ERttUNE
TIRE HXDRANT OPTK CABLE CENTERLINE ROAD
SCALE: PAVEMENT REAa - SECTION UNE
REP
o W wrrzR vuvf AHo O,ENT AR. ,
MWE UNE
i m HORZ. 1"=50� TEMP CONST E/SEMENT
B r O VER T. 1��=S' -TERUNE-EMEN T WATERMMN MORE STREET
----w----- EXISTNG WATER UNE 1o"W PROPOSED
D is n
4740 4740
III 4735 '` -- i 4735
4730
EXIST,GROUND .ILL,
LLJ
FENCE
4-' 4
a iS 14pp LF OF 10'CL 5I DIP WA R ry l__-_ 725
D
---__
�`
=IN" � MAIIITAIN MINIMUM 6.5' OF COVER ___-__
�; --_
l
t-_-
41L0 ; 0 �- _ 4720
I
0
m 3�
4715 X r V aw 4715
ro�4 oD o
4710
3,�'* �Y f •o 4710
o>
+Jy
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4705 •a-tl - q o Z p 4705
47.
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max
-0+50 0+00 1+00 2+00 3+00 4,00 5+00 6+00 7+00 5+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
Z GASTON ENGINEERING
SURVEYING & SOIL TESTING
ONTRACTORNOTE: CONSULTING ENGINEERS, LAND SURVEYORS h SOIL TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.O. BOX 661, BOZEMAN, MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (406) 586-0588 PAX: (408) 665-0589
BEST INFORMATION AVAILABLE TO THE ENGINEER. NORTHIfSST IIATBRYAIN BXTI;NTION
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SID / 885
AS CONSTRUCTED S E PT E M B E R 1999 OF SUCH INFORMATION SERVICE LINES (WATER, POWER,
T.V., TELEPHONES) MAY NOT
BE STRAIGHT LINES AS / _ (,'1'('y OF BO'fl$yAN
INDICATED ON THE PLANS. C� wAminum'A' -frA. 0+00 TO ar` 14+00
CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL FwOrU DAxe.eaY n.I99B
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR arANM ar cus aeMsm DA>F n-z-9e 1-u-99
EXACT LOCATIONS. CWOG ED By MO ORANIMD NO, 91-505--2dDW
.Kp 10 91-SD5-2 SKEET 10 OE 19
CONSTRUCTION NOTES:
1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING GRAPHIC SCALE
2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES D
O 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
O UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION O
+ 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT O
I IN FET
BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES I inch s0)Ft. +
5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING 00
' N
Q ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION 30 WIDE TEMPORARY
WATER IN1 EASEMENT
(n Q
BM ELEV-4713.44 f-
30*WIDE TEMPORARY
WATER LINE EASEMENT
e.
7Z
I W 15.00 8 17♦OD ' IN. 19+00 10' 10a00 21.W �".. 22a00 33.pp .. -
16.00 I 2s.00 4 2!00 12^Y
30'WIDE WATER (:�51.77'
�I LINE EASEMENT
O LLJ 20'WIDE TEMPORARY 20'WIDE TEMPORARY I..
O Z ❑ SPRINKLER ROx ® .—TOR KUL -----w�-------- sAwrAm sEwER LINE CONSTRUCTION EASEMENT TEMP CONSTRUCTION EASEMENT LL1
J O ® SANRARY NANNOLE cAs LINE O
1REE5 a� IY,mx --..-a,s— wL.Pl .E—LINE
-- e Z
U sION oR sIONAL Post LeDEacRODND ELECTRIC ! J N
LLJ F- Q I—VALVE BOx SPRI ER HEAD n O•IERIEAD POWER
W T NOTE: CONTRACTOR TO USE TRENCH
Q BACKFILL "TYPE B" EXCEPT UNDER IT
_ - — - RON Of MAY 0 NE PO E OR ANCHOR LF EPNONE CONOUN U W
IMPROVED SURFACES WHERE TRENCH u b 41 $ N F--
Cn :5 --- Lot LINE 1ELEPHONE PETNSTAL - EDGE OF 1AI,EYEN1 BACKFILL SHALL BE "TYPE A'• EL � c� Q =
`�"`RL DN°`RCROUND °-E WATERMAIN "A" LINE
.TERNNN
INIpEROROUND FIBER PROPERTY LINE 1 2 oO
FIRE HYDRANT avrlc FARLE CENTERUNE O ROAD SCALE:PAVEMENT RELWAL SECTgN LINE - N
WAIEP VALVE AND REPUCEMENT AREA iI 9
FENCE UNE HORZ. 1'=50
------- - - TEMP OONST EASELIENT (�
WATERLWE FA9EYENI VERT. 1"=5' 99
" E%ISTING WATER LINE IOl7 PROPOSED (D OC
WAIERMNN FUTURE STREET
4725
4725 -
i
1-T.GROUND.
4720
LLI
- i Z 0 1
Q 4715
�- MAINTAIN MINIMUM 6.5 OF COVER -___-` -_ __ _ -•- - Ex R C
- - 4"HIGH DENSITY EPS PIPE INSUUTION RN¢ Q
8' EITHER SIDE OF CROSSING m Ex. -
'- (SEE DETAIL SHEET 18 OF 18) i
471 O
F 4710
1272 LF of i0•
mo CL 51 DIF VAEENMAIN
f r� -
4705 0) EL
4705
O
s
4700 b
x.� � In 4700
wo
+j m 128 LF OF 12'CL s l DI WATERMAIN
4444 In
4595 „ z.Bn a In + >:
4695
O '
• t
O,
0. 7XV� mm
4690 +Ig m!D a w W N
4690
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� ��• rOi rv0 m�
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4685 ~ _
- T ; In i m V) 4665
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-13+50 14+00 15+00 16+00 17+00 18+01 19+00 20+00 21+00 22+00 23+00 21+00 25+00 26+00 27+00 25+00 29+50
Z GASTON ENGINEERING
corlrRAcroR NOTE: SURVEYING & SOIL TESTING
CONSULTING ENGINEERS, LAND SURVEYORS & SOBL TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.o. BOX I.
BOZEMAN. MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (406) 586-0588 FAX: (406) 586-0569
BEST INFORMATION AVAILABLE TO THE ENGINEER. - NORTMST WATERMAIN E%TENTION
AS CONSTRUCTED S E PT E M B E R 1999 THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SID # 665
OF SUCH INFORMATION, SERVICE LINES (WATER, POWER, :
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS 9 CITY OF BOZEMAN
INDICATED ON THE PLANS. •ATMUIN"A" - STA. 14+00 TO RTA.28+00
CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL �Y�Y'V`� aaaccr DA 7c,.Ex 129, 1998
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR p4ANN er ws REMSEO DArc n-e-98,1-n-99
EXACT LOCATIONS. OCa ED BY, Mc aaArwc wD:97-s95-2CDRG
L - .Lae ND 91-5 -2 94EEr 71 x 19
CONSTRUCTION NOTES: GRAPHIC SCALE
1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DA AGED BY CONSTRUCTION
INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING w o u wim
2) CONTRACTOR SHALL PRESERV7 AND PROTECT ALL EXISTING TR ES
3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINST L ALL EXISTING
p UNDERGROUND SPRINKLER SY TEMS AFFECTED BY THE CONSTR CTION IN FEET) O
p 4) CONTRACTOR SHALL PRESER AND PROTECT EXISTING FENCES WHERE FENCES CANNOT 1 inch so tt. CD
+ BE PROTECTED IN PLACE C ACTOR LL SHAREMOVE AND RE ET EXISTING FENCES IM1 ELEV.-4888.51 +
00 5) CONTRACTOR SHALL BE RESP SIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING N
N ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
IRARY
SEMENT
Q WIDE TEMPORARY WA Q
WATER LINE EASEMENT �
Ln J)
y
2 101W ]1400 _---� woo 3..00 JkW _ SI1D0 JN.W w al"W 42 DO
ND0
sz.Do -
1 - ____—_ �.__�_.11521Y'.I Twf-..._.__._. _ --._, -__... _ -.. _...-....- -. N90'17'2''E
--_-
251.77' 428-75' - } 590.46' - - 83.92' - 60.--- --
60'
PROPOSED RIGHT OF WAY LL
LL W 20'WIDE TEMPORARY 20'WIDE TEMPORARY W O
O Z CONSTRUCTION EASEMENT CONSTRUCTION EASEMENT ❑ SPIN—ERWOx ® MONROR WELL 1 INTIARY SEWER LINE Fo Z
J 1 O 0 SANITARY M gLF AM LINE .� J
NOTE: CONTRACTOR TO USE TRENCH PROPOSED RIGHT or wnv TREES NAILDOx GT— rAr PRESSURE CAS LINE Iq
= BACKFILL "TYPE B" EXCEPT UNDER T SCN oR vONAI PEST A r
~ U a IMPROVED SURFACES WHERE TRENCH ceRcxaW.O nECTRK: UI u• _
W O VK
o ' SAS K ROx ! SPRINKLER HEAD a. MEAD"ER u>z � $�W
W a I— BACKFILL SHALL BE "TYPE A" I
Q N — R,Gw o WAY w UTILITY POLE ORORTELEPHONE ca"Durt $
JO C N O4 LINE -0 TELE`_E Rm TAL -r�� CDGE DELn
PAVENEM H, V
jm L C� O' N I2y, PROROSED �� CLLYFRi �A^' UNDERGRWND TV.V$E
"� WATERMAIN "A" LINE u ""� w MIOERDRDONDRIBERLNE
TIRE HTDRANT I IIIC Di4LE - - CENTERLINE ROAD
D9 ;
SCAI F z O IAME2oR RFIIWK 1 sECTtoN LINE
Z WATER VKVE NA IIFAACEMEl1T��
HORL'. 1"-50 FENCE LINE
— 1FMP CgSi FJSEWENT
WATERLINE EASEMENT
VERT. 1„-`�G, ENISING WATER LINE 10W PROPOSED
WAIERMVN i1JTURF STREFf n
4710 _ _ _ _.-- 4710
4705
-`..� �EXIST:GROUND I - � i I � 4705
jjjj ZO
O
12°cI sr O N
WATERMAIN MAINTAIN MINIMUM 6.5'OF COVER
- I ... W.
~QW
4695
- = 4695
1(n
14 0 i.F -._ - EXIST. GROUND__77-
OF 12 5
m 459.:
4690
u �
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rn m
4685
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a_
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.
4675 4 m 4675
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4870
4670
n o Ti
27+50 28+00 2Y00+ 30+00 31+DO 32+00 33+00 34+DO 35+00 30+00 37+110 38+00 39+00 --. __. -40+00--. 41+00 ____ 42+00 42+50
GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR NOTE: / CONBULTWc ENCOvaars, 1,AND SURVEYORS & son.TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE IL/A P.O. BOX 861. BOZEMAN. MONTANA 50715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (408) 586-0588 FAX- (406) 588-0589
BEST INFORMATION AVAILABLE TO THE ENGINEER. NORTH1IESf IIATSRb[AIN MENTION
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SID y AI
AS CONSTRUCTED S E PTE M B E R 1999 T. SUCH INFORMATION. SERVICE LINES (WATER, POWER,
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS � _ CITY OF HUZEMAN
INDICATED ON THE PLANS. (, J Y IIATERMIIN"A"I. - 9T,ze+oo TO srA.+2+00
'• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL L ��� aleaccr n�>F„E.N r Ts ISAW
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR GPAWN er. I— - WEINSEo Dlxl1 14-44 r-rr-94
EXACT LOCATIONS. C ECXED Sr Yc APAOW WO.:91-505-2dDW
.,Eta no SHEET a2 cr 19
rn
w Ll_
z_ o
O Jo
+DO
O =
C) Ld
(V QQ W
WIDE TEMPORARY (n GRAPHIC SCALE
WATER LINE EASEMENT
W
( BT FEET)
1 inch= 50 ft.
- -_ Ni
N2 M 45i00 IM00 A5�00 MAW 1)�OD 49a00 SD.00 51.00 52fOO W
t ki Y ❑ SFR�NNLER BO% ® MONITOR WELL
o (1 — .F .... WRARYE SEWER LINE
MANM'11E
I O TREES MNlHOX RAs MGH PRESSURE CAS TINE
—
N 17' "E T SN}I OR SIGEML POST LMDEROROIMD ELE-1_
506.85' 493,14' -
,•,. O� GAS VALVE RD% 4t SPRNNLER NEAO """'V"-----... OVERNEAD PDWER
65' — — R-1 OE WAY `n+ 1ELE1NONE COuOViI
O bi PROPOSED RIGHT OF WAY 20'WIDE TEMPORARY LOT LANE -0 1ELD'IIa1E PE05'TAL EDGE of PAVEMEM
'fP Z CONSTRUCTION EASEMENT 19' —17,W— pgpp0yp OMVERI —�W'— IMDERCRGLMD?v.cARLc
a N J N EIEV-48l.7.7S PROPOSED RIGHT OF WAY _ WAYERWN MN Mo uNDERGRD ENEa PRpPERTY UNE
7W FIRE HYE— O w C DEMIERLNE ROAD
N = 8 PAVEMENT REMNAL SECTION ME
Lyf 0 �Q WRIER VALVE FENCE
AREA
EENCE NE
Q ~ �- WA E R MAI N "A" LINE I EMP GDN)EASEMENT WATERLINE EASEMENT
low PROPOSED
< CONSTRUCTION NOTES: -� 19, wATEOSED FI)NRE smEET
1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAG Y CONSTRUCTION NOTE: CONTRACTOR TO USE TRENCH . EXISTING WATER ME
INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING SCALE: BACKFILL "TYPE B" EXCEPT UNDER
2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES IMPROVED SURFACES WHERE TRENCH W
3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING A HORZ. 1"=50' BACKFILL SHALL BE "TYPE A"
UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION u q VERT. 1"=5'
4) CONTRACTOR SHALL_PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNO
BE PROTECTED IN PLACE'EBNTKACTA�SHALL REMOVE AND RESET EXISTING FENCES
5) CONTRACTOR SHALL BE RESPONSIBLE F&r-KMOVAL AND REPLACEMENT OF EXISTING
ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
4695 4695
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46S'. li Pa- 4655
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41+50 42+01) 43+00 44+00 45+00 46+00 47+00 48+00 40+00 50+00 51+00 52+00 6SF00
GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR NOTE: CONSIILTTTNG ENGINEERS, LAND SURVEYORS & SOIL TESTING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE P.O. Box 881, BOZEMAN. MONTANA 59715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE (4oe) Sae-o5aa FAX: (406) 586-0589
BEST INFORMATION AVAILABLE TO THE ENGINEER. NORTHIIEST IIATERMAIN EXTENTION
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY SID � AI
AS CONSTRUCTED S E PT E M B E R 1999 OF SUCH INFORMATION SET CE LINES (WATER, POWER, 665
T.V. TELEPHONES) MAY NOT BE STRAIGHT LINES AS �, � CI1T OF BO...T
INDICATED ON THE PLANS. 1fATEREA[N "A' - 6TA.42+00 TO BND
• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL AWctetr nAre MAr 1s,Ilse
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR PRANN BC EYS ACHSED DAM 2J0-/?-9e 1-0-99
EXACT LOCATIONS. drFaro ee EnG QPANMG Mo:sr-sos-aa.oNc
,.ue Aa:s)-JN2 sAEEr 7J cr to
CONTRACTOR TO PROVIDE FILL OVER CONSTRUCTION NOTES:
g WATER MAIN FROM APPROX STA 2+75 TO STA 4+00 1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION
FILL SHALL BE 10' WIDTH CENTERED OVER MAIN AND SUFFICIENT INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING
DEPTH TO MATCH EXISTING GRADE ON EAST AND WEST SIDES OF SWALE 2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES
CONTRACTOR SHALL PROVIDE 2 - 12" CMP CULVERTS AS SHOWN 3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING
-\ UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION
32.5'WIDE EX. ESMr TO THE CITY OF BOZEMAN FOR 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT
STREET PURPOSES BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES
5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING
19' ASPHALT PAVING SECTIONS DISTURBED BY THE CONSTRUCTION
8
30'WATERDNE EASEMENT LOT 5 PUBLIC
10.99 AC.
20'CONSTRUCTION EASEMENT _ 2.00 AC. GRAPHIC SCALE
a - -
25 10
BM FLEV.-4738.1e
IN FEET)
S,oD NW TO•W
x.oD - 1 inch= 50 ft.
PRESSURE REDUCING VALVE VAULT
-- -- ---' - x— y SEE DETAIL SHEET 17 OF 18
STA 3+30 2 - 12"CMP 15' LENGT
LOT 4 ❑ SPRMI(LER B(I ® MONrca WELL __a._.._.- SAHEARr SEVER LRR:
0 ® su+rtAar Mu4101E us LINE
6.75 AC. TREES M44B011 NCN PRESSUIE cAs LINE
LL v SNiI OR SIGNIL POST —�R—s Box UN.Rl—ElECnBC
hio0 Z a GM1S vKVE >< � PRWKLER NEAD -.___.�_— 04ERNFAD GOITER co RIDM OE WAY •�+ UnlfM PpE OR ANCIgR •— IELEGMOME CpDIl1E
J + NOTE: CONTRACTOR TO USE TRENCH
BACKFILL 'TYPE B' EXCEPT UNDER LOT LINE 4 TELMP E PEDIST. DEICE OF PAwIENE
_ 0 I`__ IMPROVED SURFACES WHERE TRENCH WEST OAK STREET 1zt1� POPOSEo �--� cuLVEm ^� UNOERGRDWN T.v usE
U LEJ BACKFILL SHALL BE "TYPE A" W"TES" PROPERTY LINE
uNDERcaouaD EIeEa
~ Q W SCALE: nw NYDRNlT o"C CASF -- CENTERUNE RDAD
cQ I- = O PAVEMENT RE_ - SEC—LINE
G VJ cn HORZ. 1 --50 w -TER W E AND REP EUEM NtU
VERT. 1"=5' TEMP CONST Es EVENT - FENCE LINE WATER LINE WATERLINE FASEMFM
1 D'W PATP—
WAIERAVIN PUIURE STREET
a 75U 4750
4745
LL
If ._.
40_. ._.. -_' -__-_-_ _-__--__-_� - - _.r-+--- - CONTR CTOR TO PROVIDE FILL OVER _'--- --___ -___-._....1....... ..__ .___.__.___. _ IT �...._ ...L.... 4740__
WATER MAIN FROM APPROX STA 2+75 TO STA 4+00 zII
LL FILLS ALL BE 10' WIDTH CENTERED OVER MAIN AND SUFFICIENT
- + __ ._. DEPTH TO MATCH EXISTING GRADE ON EAST AND WEST SIDES OF
4735 -_. _ 4 r N _......._. _.._..... ... 4735
r- EMS cRouHo - CON TR C1IOR SHALL PROVIDE 2 12"I CMP CULVERTS AS SHOWN - o BARa1 D + ._. ...._ 1 _.-...
` -._ I FS
CE TO " R i _I - - --- - 4 --
EYMq,N _. MNNTAIN M MUM 6,5 COVER i i ..� { I
WAT
4725
--0 _. S• o _....... .._......... .j ._.. m {n m I, __ --- -- - - -- ----- -- -. 472E �I
o � o
zQ o a o �sL,> �o N o 0 0 o z
xt
oo 'N. = �.
t
{ I m P I l
581
R Rn n R R n n Y Ja
3,50 0+00 1+00 7+DO 3+00 4+00 5+OD 6+00 7+00 a+DO 9+00 9+50 -- --
CONTRACTOR NOTE: GASTON ENGINEERING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE SURVEYING & SOIL TESTING
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE CONS1nauNG ENGINEERS. LAND SVRVKYORS & SOIL TESTING
BEST INFORMATION AVAILABLE TO THE ENGINEER. P.O. BOX 881. BOZEMAN. MONTANA 59715
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY (4oe) 5ae-o5aa PAX: (408) 58e-0589
OF SUCH INFORMATION. SERVICE LINES (WATER, POWER,
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS - NORTHABST AAH MAIN nIT MON
AS CONSTRUCTED S E PT E M B E R 1999 INDICATED R THE PLANS. SIO 665
OZ
- CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL rt CITY OF BOZEMAN
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR ��J\ V" 'WEST OAK STREET - STA.0+00 TO ZND
EXACT LOCATIONS. C/ PRgfCT DA/E�AAY 29.19M
I Ll'PARN BT U/5 REVISED 0A/[10-21-94 I-1-99
LTECA2 BY. IIG ORAIWM7 AN]:91-505-2<DNG
A9 MD:W-503-2 9d£T f4 or /9
I CON SHOW TRACTOR TO PROVIDE COMPACTED FILL OVER HYDRANT LEAD „mm; GRAPHIC SCALE
AND AROUND HYDRANT AS SHO .SIDE SLOPE OF FILL SHALL NOT zs Eoo
EXCEED 4:1-FILL SHALL BE ADEOUATE TO PROVIDE 6,5•COVER 8' MIN
PROPOSED RIGHT OF WAY OVER HYDRANT LEAD AND SHALL BE GRADED TO THE BURY LINE
ON THE HYDRANT.HYDRANT BURY LINE ELEVATION SHALL BE
MATCH SOUTH SHOULDER ELEVATION OF BAXTER LANE. p/
a[ ( IN PEST)
P Cv WHERE FILL BLOCKS DRAINAGE WAY,AS DETERMINED BY THE I Inch= 50 It.
VA,
ENGINEER,THE CONTRACTOR SHALL INSTALL 12 LF OF 15E CMP
TMROUG44 FILL.CONTRACTOR SHALL INSULATE HYDRANT LEAD 2'
UNDER CMPAS SHOWN ON INSULATION DETAIL SHEET 18 OF I&
TRACT C-16
O
HYDRANT FILL DETAIL C.O.S. No. 1979 O
+
5.53 AC.0'WIDE TEMP
RUCTION EASEMENT
1 55• IS'z 12'
E w'4 3 CMP CULVERT
232.31' 192 24' - - -'�'°°-
�' I
35 ---._. A R ANE - - -
- _ _
W .crra t2" _ -- }12"w _ iY"W
mu
w IntR uiN p poem u[� -.:. 9 LE 7i—
SIM EIEY.�4709.91 spaADDED 10 E%lEN$IGN TO TRACT 2 ❑ SPRINKLER B°r M°NITOR WELL .'s........ YIER ME'EPNOTE: CONJIT;RACTOR TO USE TRENCH EXISTING 20X 28"PIPE ® ��7�� L� 124F15
BACRFILL "TYPE A" EXCEPT UNDER C.O.S. No. 1256 m _TAar wumoLE WOTRACT 1 HYDRANT LEAD FILL AREAS WHERE O RE cws uraE Z 7.37Bm .
E1Ev-4707.99 TRENCH BACKFILL SHALL BE "TYPE B' 19.66 AC. Q T SIGN oR sw;Nu Posy mow— IA4IEROROUNO EIEETRIC I J (D
C.O.S. No. 1256
19.65 AC. BM ELEv.-4705.51 (7 GAS VAINE eoz ! SPRINI(LFR HIM --'..---'W-..__- OIERHEA°R°WER
_ CONSTRUCTION NOTES: - — - RXXrr or wAr w u1Rm ROLE oR wtCHa+ —'— TELEPHONE CONDUR =
19 u 1) CONTRACTOR SHALL RESTORE EXISTING LANDSCAPED AREA DAMAGED BY CONSTRUCTION BARTER LANE loT METEIEPNONE�T�+ EDGE a PAVEMENT I 0 W
INCLUDING TOPSOIL REPLACEMENT AND HYDROSEEDING
PR°POSED \ W GILV4'ItWf UNDDiGRIXND TV.CABIE _
2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES SCALE: 12w wATERMw �� c
U1l1ERCF.WNo E1BEA PROPERn LANE L
z 31 CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING fTRE HrwuNr OPTN oeLE CENTERUNE ROID
UNDERGROUND SPRINKLER SYSTEMS AFFECTED BY THE CONSTRUCTION HORZ. 1"=50'
PAW ENT REM° SECiz1N L41E
OS 4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT VERT. 1"=5' M WATER VQVE AND RE%ACEMEN!MEA
L^ iENCE LANE
BE PROTECTED IN PLACE CONTRACTOR SHALL REMOVE AND RESET EXISTING FENCES --- TEMP CONST EASEMENT
.- WATOtLI
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Z GASTON ENGINEERING
SURVEYING & SOIL TESTING
CONTRACTOR NOTE: CONSULTING ENGINEERS. LAND SURVEYORS k SOIL TESTING
EXISTING UNDERGROUND INSTALLATIONS h PRIVATE P.O. BOX 981, BOZEYAN, MONTANA SM715
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE - (408) a."-0586 PAXv (408) aae-05B9
BEST INFORMATION AVAILABLE TO THE ENGINEER-
THE NORTHIIESf 11ATERMAIN EXTENTION
AS CONSTRUCTED S E PT E M B E R 1999 ENGINEER DOES NOT GUARANTEE THE ACCURACY SID / 885
OF
OF SUCH INFORMATION. SERVICE LINES (WATER, POWER,
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS CITY OF BOZEMAN
INDICATED ON THE PLANS. y Be21'Ea LANE - ETA o+OD TO STA 14+00
•• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL (/ P wQ oA1E ,A,ILr 29.-'
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR aTAw✓er (MS RfHS[O eAs r-»99.a r 9s
EXACT LOCATIONS. .O9 a4l:81. uc aNAMWAC Wo.:W-aas-2JDW
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MAIN
SM ELEV,-4709,36 l INSTALL 45' BEND SM FLN 470715 C.O.S. No. 1215C
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EI SPRINKLER BDx � YlXif0lt WELL
\\ ® S ffR __LE GIS 1111E
CONSTRUCTION NOTES: ��- w EM'-470920
1REE5 IYJlBO% MCH PRESSURE GA$'.LIIE
1) CONTRACTOR SHALL RESTORE EXISTINC LANDSCAPED AREA DAMAGED BY CONSTRUCTI T —AIL— UNDCRDNDBND ELEG t
INCLUDING TOPSOIL REPLACEMENT AN �. cAs Yu��% 4 SRw9a HYDROSEEDING w PI NI sXAUL Pon ---ER NEb OVFItNEAD PowER
2) CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES gAXTER LANE
3) CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND REINSTALL ALL EXISTING RMM ov wA. w TEUEIY POLL op IPlBNpI TF1O'I1DNE ca Ell
UNDERGROUND SPRINKLER SYSTEMS FECTED BY THE CONSTRUCTION ._ LOT LME d , lE1FPNDNE PTDISiAL EDDE DF PAKMTV,
4) CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FENCES, WHERE FENCES CANNOT12'
p1AVERr n— uNOERDRou1D Tv
BE PROTECTED IN PLACE CONTRACT SHALL REMOVE AND RESET EXISTING FENCES SCALE: '� wai uu - moRurcr LrIE
-- — DNpERCRDUNO GIBER
5) CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING HORZ. 1"=50' Y PRE NrI1Ew1r oPnc tlBEE CENTERLINE RLYD
ASPHALT PAVING SECTIONS DISTURBE BY THE CONSTRUCTION VER T. 1"=5' �� PAVEMENT REMENT sECTnN LINE
AID RENT RENE MFA
m WATER VALVE -.—.—.- FENCE LINE
-- IEW CONSi C,tSEN[NT
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G SURVEYING & SOIL TESTING
CONTRACTOR NOTE: CONSULTING ENGINEERS, LAND SURVEYORS & SOIL TESTING
P.O. BOX SGI. BOZEMAN. MONTANA 59715
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE (4,06) 566-05a8 FAX: (4O6) 566-05a9
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE F`
BEST INFORMATION AVAILABLE TO THE ENGINEER. } NORTHIIEST AATER![AIN SXTENTION
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY /*,,: SID / 665
AS CONSTRUCTED S E PT E M B E R 1999 T. SUCH INFORMATION. SERVICE LINES (WATER, POWER, d
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS r�.� I Y� CITY OF BOZMUN
INDICATED ON THE PLANS. ��7i�p.u. �J EAXTER LANE-sTe 14+00 To ENB
" CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CA WS I
=WSMI B_A7f%-uPr 9aQv.I-7-
9
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR
EXACT LOCATIONS. a�a1m Br. MGLiPA RING Atl.-91-505-10.DAG
.OB AD, 91-505-1 _%ErT 16 CY 19
PRV VAULT DESIGN PARAMETERS
1. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED
FRAME AND COVER TO BE FC0 773 FIRST ACCESS U0 BY AN ENGINEER LICENSED IN THE STATE OF MONTANA TO COMPACTED FILL-COMPACT lb
RUST PROOF MANHOLE RING AND-- THE ENGINEER PRIOR TO FABRICATON.
TAMPER RESISTANT BOLT DOWN. HTO H 2 CONCRETE VAULT SHALL BE DESIGNED USING 951 OF STANDARD PROCTOR DENSITY
A (
AASHTO MS 0-44 LOAGNG. AASHTD T-99(TYPE'A'TRENCH BACKFlLL)
SECOND ZL_� _� 4
3. LEAKAGE TESTING IN ACCORDANCE WITH MPW SECTION
INDS 02722 SECTION 3.3.3.LEAKAGE TEST.(NO LEAKAGE
ALLOWED,4 HOUR TEST)
4. PRVVAULT MAY BE CAST-IN-PUCE OR PRECAST. ADJUSTMENT RINGS A`REQUIRED12'MANHOLE RISER� I
N/FOLE RISER 48'MANHOLE RISER
VARIES 4'INSULATION4'THICK EXTRUDED INSULATION BOARD VAM
(AASHTO SPEC.-POLYSTYRENE M230-70)
T-B-
I—� PRESSURE REDUCING VALVE VAULT OR CONSTRUCT EAS REQUIRYATIONED sBY O u
OR SHORING AS REWIRED BY OSHA,
APPLY CONSEAL GS-55 DAMP-PROOFING TO
I Y DEPRESSION DUTSIDE OF PRV VAULT STRUCTURE OR
APPROVED FOUAL.
12'OF 3'MINUS STRUCTURAL FILL
WITH 0-20%PASSING THE/200 SIEVE
1QPE TO DRAIN (FINES SHOULD BE NON-PLASTIC)
COMPACT TO 95X OF STANDARD PROCTOR
DENSITY.(AASHTO T-99) 4, DEPTH TO d VALVE FLOOR DOWN STREAM H(i( »
d d O °. •7 FROM FINISHED GRADE PRESSURE SETTING
a d d d a
t p NOTE: ALL I GUTS BETWEEN VAULT AROUND
O O O O 0Q 00 p o� 9.5' 81 PSI 4911.5
O o WATER PI RING R VTOPAULT
T SHALL
AND AROUND Oo Q O
1-0' OO O O o p Q 0 O o 0 O a Q o 0 0 o WATER%PE INTO VAULT SHALL BE WATER-TIGHT. 0O 0° Q 00 O o 0 o O O OD 0
o o Q o Q 0 o Qo 0 4 ° Ooo O o O APPROVE MATERIAL ORAL BE'RAM NEW OR o 0 0 0
APPROVED EQUAL FOR ALL VAULT
ALL W O O o O O o
p O o O O p O o O " BETWEEN WATER PIPE AND VAULT WALL WHERE
LINK SEAL WILL BE USED. ADJUSTABLE PIPE SADDLE SUPPORT
BOLTED TO THE FLOOR(TYPICAL)
PUCE(3)UNDER 8'MAIN
VAULT SECTION n SECTION PLACE(2)UNDER 4-MAIN
A
18 18
I77'9 N1'S
11-13/16' 11-13/16'
12' 1S TRY 1e' 12 4•(E)1{YH)s(r)
REINFORCED THRUST BLOCK �4 O 12'EA.WAY,5
TYPICAL BOTH SIDES ALL PRVS
11.5' 25-3/8- 11.5' Wn�AR�IRESSURI A E LOCATE ADJACENT TO BELL END. FACES(EXCLUDE BOTTOM)
10'7-LOG
VALVE
WALL GASKET
B FL MEGAFUN(E
)8 SERIES 2100 MECALUG x MEGALUG
IGAGECONNECTION THRUST COLLAR T `
PRE—VALVE
GB'GATE VALVE I I T
SOIAnoN FL X FL W/HAND II
WHEF1
Iy L11t I_ 1 _ j 2'
O �LXFL
O �..- 20 L£OF l0'DH' 5°_�I� .�
ACCESS 6 O II III _ __. PUSH-ON X P.E. I I I�
10'DIP II Illllllll - -
HATCH \\\
24'MANHOLE RISER I FL X MEGAFLANGE 4'GATE ` 10'Z-LOCK I— I I STANDARD 10'GATE VALE
SERIES 2f 00 CONNECTION WALL GASKET P,AMDAR
VA VE
{'OAIE 1 —I JOW T
CONNECTED TO
48'MANHOLE RISER I REDUCER BTEE,CLASS _ V�W 10•i g• I— + —I— I 10'GP EXISTING LINE
FL X FL 250,FL X Fl - REDUCER
FLANGED 1' RV PIP PED FL X FL 1 1/2•
-- I COUPl1NG INTO
8'PRV
ADAPTOR TEE,•X
A CLASS
)8 250.FL X FL {"-0'
SLOPE TO DRAIN 1 1/2'
DIRECTK)N TO
CENTERLINE OF ROAD !�
I / I FITTING PLAN DEPICTS 200P11 PRESSURE,EST
V_ - - - - - - - - - - �
NT9
DEPRESSION IN VAULT BASE
FOR WATER REMOVAL NOTE WRAP THE MECALUC RESTRAINT RINGS
W/POLYETHYLENE PRIOR TO POURING THRUST
BLOCK.
STEPS SHALL BE NON-CORROSIVE,12'IN WIDTH
CONSISTING OF 1/2-STEEL ROD ENCASED WITH
POLYPIWYM E. STEPS SHALL WITHSTAND
T 0 P PLAN VERTICAL LOADS OF 400 LBS.AND PULL-OUT
RESSTANCL OF TODD LOS. STEPS SHALL BE
(- AS MANUFACTUREDRY M.A.INDUSTRIES,INC.
18 - OR APPROVED EQUAL
Ii15
Z GASTON ENGINEERING
PRESSURE REDUCING VALVE VAULT SURVEYING do SOIL TESTING
COMMLM MCIN]1RB. LAND BUMNYORS k 80IL TZSTRRG
P.O.DOM 661.BOZEMAN.MONTANA 59715
(/08)688-0688 ►AL•({08)688-0689
NORTHWEST WATERMAIN EXTENTION
SID # 665
CITY OF BOZEMAN
`�^\'�� � L/ pP.lwv P✓- .IB A � lM 99
AS CONSTRUCTED SEPTEMBER 1999 PRV PPy Ne gl-,.�_2�
.rue Po:ar-sas-z sNeFT 17 r 19
PRESSURE GLADE
W/ISOLATION VALVE
4"GATE VALVE FL X FL
WITH HAND WHEEL
FL X MEGAFLANGE 4"PRESSURE RELIEF
CONNECTION VALVE FL X FL
RELIEF
CASING CHOCKS-3 EACH
PER PIPE SECTION(TYPICAL)
FL X MEGAFLANGE CASING SHALL BE POWER SEAL MODEL
4810,CENTER RESTRAINED
W/THR CHOCKS \
MI%MI TEE CONNECTION \\\\1`
W/THRUST ST BLOCK CARRIER PIPE OR APPROVED EQUAL
0
4'-0'
Li
4"DIP 4"Z-LOCI((TYPICAL)
I
4"MEGALUG JOINT
RESTRAINT 2'MAX
CASEMENT PIPE I� BE1L END
-- ----4'0 MANHOLE- - - 2' MAX OF PIPE
1/2 PIPE LENGTH �
_FLANGED COUPLING
ADAPTER
-- PRESSURE RELIEF VAULT PIPING DETAIL
PLAN VIEW
NM
WRAP-AROUND END SEAL WITH
LONGITUDINAL SEALANT AND SECURE TO
SCREENED END 24"CASEMENT PIPE THE CASING AND CARRIER PIPE
FRAME AND COVER T BE IFCO RUSTPROOF
NI TH STAINLESS BANDS.
T
MANHOLE RING AND TAMPER RESISTANT 3'z3'X4"
BOLT DOWN SPLASH PAD
12"DIP CARRIER PIPE
12'
11 MIN,
11<SLOPE —
3'
PROVIDE RIP RAP SWALE NOTE
TO DITCH IN RIGHT OF WAY SEE PLAN AND PROFILE SHEETS 24'STEEL CASEMENT PIPE
FOR BORE AND JACK LIMITS ASTM A570 GRADE B MIN,
YIELD STR. -35000 PSI MIN.
WALL THICKNESS-0.25"
_4"0
DIP
12'
mi x m,2• 6_5. ,.-.---.� BORE AND JACK CASING DETAIL
MJ%MJ
TEE
NITS
2-1/4"0
WEEP HOLES
//F,ANGEDUPLING
ADAPTER 4"MEGALUG 4'WIDTH MINIMUM
JOINT RESTRAINT 4"THICKNESS HIGH DENSITY EPS INSULATION
(TYPICAL TWO PLACES) BOARD(AASHTO SPEC-POLYSTYRENE M230-70)
15"��8"� 6"MINIMUM
4'90-BEND WITH THRUST BLOCK
AS PER COB STD. 002713-1
NOTE: CONTRACTOR TOP LEVEL
UNIFORM BEDDING
SURFACE SURFACE FOR
WATER
PLACEMENT OF INSULATION. LENGTH
12'DIP
MAIN OF INSULATION SHALL BE AS
SPECIFIED ON DRAWINGS.
4" PRESSURE
18" RELIEF VALVE
FL z MEGAFLANGE NOTES:
CONNECTION 1.1Y DIP CARRIER PIPE PLACED INSIDE THE
CASEMENT PIPE SHALL BE GRIFFIN SNAP-LOK
7G, ATE VALVE FL.FIIRESTRANED JOINT PIPE OR APPROVED EQUAL4"MEGALLIGW/HAND WHEEL 2. CENTER RESTRAINED CASING CHOCKS CONSISTING
JOINT RESTRAINT OF TWO PIECE STAINLESS STEEL BANDS KITH PIPE INSULATION DETAIL GASTON ENGINEERING
POLYETHYLENE RUNNERS; INSTALL 3 PER PIPE SURVEYING & SOIL TESTING
AOJUSTABLE PIPE SADDLE LENGTH-MIDPOINT AND MAXIMUM OF 2'FROM
SUPPORT BOLTED TO FLOOR EACH SIDE OF THE JOINT 8 CONSULTING ENGINEERS, LAND SURVEYORS h SOIL TESTING
MIN 3/4 CUBIC YARD P.O. BOX 861, BOZEMAN, MONTANA 59715
(TYPICAL TWO PLACES) 3/4"MINUS WASHED 3.NO JACKING AND BORING IS REQUIRED FOR NTS (406) 586-0588 FAX: (406) 586-0589
GRAVEL N. 19TH/BAXTER LANE CROSSING. INSTALL 12"
RESTRAINED JOINT DIP CARRIER IN THE EMSTINc NORTHWEST WATERMAIN EXTENTION
18"STEEL CONDUIT AS SHOWN IN THIS DETAIL S'� SID # 665
PRESSURE RELIEF VAULT PIPING DETAIL CITY OF BEET
PROFILE VIEW AS CONSTRUCTED SEPTEMBER 1999 - DETAIL SHEET
`�-J_� PRD,ECI D4IE —1 29, IM
(�' DRAM/BY AB RFHSfD 041E 9-I�-9d -99
\ C EC ED 81 MG p AWNC N0:9J-505-1-BOxG
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:«= A. SURVEYING & SOIL TESTING
LOT 3 CONSULTING ENGINEERS. LAND SURVEYORS to SOIL TESTU49
P.O. BOX 861, BOZEYAN, NONTANA 59715
(406) 588-0588 FAX: (408)668-0589
U NORTHWEST WATERLINE SID 665
COSTCO WATERLINE
DISINFECTION AND WELL DISCONNECTION
I � r PLAN
�TBAF� . aImAS CONSTRUCTED SEPTEMBER 1999 I-rr-99
triFllYtD BY. wG LNAYMC Aq.:91-305-JC
.AH NO 91-505-1 SHEET 19 OF 19