HomeMy WebLinkAboutLaurel Glen Sudivision Phase 1 Water Allied —� OAK STREET
CROSSBOW COURT
I I I 1 I
�SAXON WAY
y,
N _ 3 BROADSWORD WAY
I I I I I WATER MAIN INSPECTED BY AESI AND SHEET INDEX:
THE STATIONING IN THE RIGHT HAND COLUMN REFLECTS INSPECTION PERFORMED BY ALLIED ENGINEERIN ;S;`ICES,
p+ INC. ANY PORTIONS OF WATER LINE NOT LISTED BELOW WERE NOT INSPECTED, NOR INSTALLATION CERI -;1Y AESI.
_W
SHEET NO. DESCRIPTION WATER MAIN INSPECTED BY
SHERWOOD WAY W1 WATER MAIN LAYOUT PLAN
SHEET W9 SHEET W10 W2 LAUREL PARKWAY 0+00 TO 8+50
W3 LAUREL PARKWAY 8+50 TO 17+00
W4 LAUREL PARKWAY 17+00 TO 18+78 •
GLENELLEN DRIVE �� _ F"— - — WS GLENWOOD DRIVE 0+00 TO 8+50 GLENWOOD FROM STATION 0+C �t450
W6 GLENWOOD DRIVE 8+50 TO 14+62 GLENWOOD FROM STATION 8+t V3+40
\\ 1 1 ) I L — W7 ANNIE STREET 0+00 TO 8+50 ANNIE FROM STATION 0+00 T(. °Y
- I GLENELLEN DRIVE �— _(] W8 ANNIE STREET 8+50 TO 15+10 ANNIE FROM STATION 8+50 T( -a;
W9 GLENELLEN DRIVE 0+00 TO 8+50 GLENELLEN FROM STATION O+i
W10 GLENELLEN DRIVE 8+50 TO 14+74 GLENELLEN FROM STATION 0+1. ;'�13+07
LIMITS OF PHASE I W11 LOXLEY DRIVE 0+00 TO 8+50 LOXLEY FROM STATION 0+00 too
W12 LOXLEY DRIVE 8+50 TO 10+34 AND GAIL DRIVE GAIL FROM STATION 0+00 TO i
xV1 (F=1 w W13 LONGBOW LANE 0+00 TO 8+50 LONGBOW FROM STATION 0+0C .9�50
I
W14 LONGBOW LANE 8+50 TO 13+26 LONGBOW FROM STATION 0+00 ijr26
x W15 FORESTGLEN DRIVE 0+00 TO 8+50 FORESTGLEN FROM STATION -i z'"-Ip 8+50
SHEET W8 I I W16 FORESTGLEN DRIVE 8+50 TO 13+45 FORESTGLEN FROM STATION 8� -nY 13+45
W17 SAXON WAY 0+00 TO 5+18 SAXON FROM STATION -0+08 "..,,18
———————ANNIE STREET —— ,
I W18 WESTGATE AVENUE 0+00 TO 5+28 WESTGATE FROM STATION 0+0� ?"r1+21
ANNIE STREET wig SHADOWGLEN DRIVE 0+00 TO 8+50 SHADOWGLEN FROM STATION 0 �','0 5+15
SHEET W7 W20 SHADOWGLEN DRIVE 8+50 TO 11+70 ~
W21 DURSTON ROAD 0+00 TO 8+75 -
... W22 DURSTON ROAD 8+75 TO 17+50
W23 DURSTON ROAD 17+50 TO 26+25
W24 DURSTON ROAD 26+25 TO 35+00
W 1 W25 DURSTON ROAD 35+00 TO 39+27
W '- O W26 WATER DETAILS
IMMANUEL WAY LEGEND
z
SHEET W12 C WATER MAIN
WATER SERVICE
3 H _
FIRE HYDRANT
GAIL DRIVE
a yy'' ►� WATER VALVE
V] 4 F=I TEE FITTING
SHEET Wup �{ CROSS FITTING
" I I U I ] ENDCAP
GLENWOOD DRIVE z GLENWOOD DRIVE
' cc0�� I M MECHANICAL IJ DUCTILE IRON
SHEET W6 I MJR MECHANICAL JOINT RESTRAINT
FL FLANGED JOINT d[�\�}A S—CONS IF]RUCTED
MIII
z 3 y
3 — SHEET W19 W I I I I
I _
I x BROOKSIDE LANE
SHADOWGLEN DRIVE n ( i I I
I �
3 SHEET W20I HH
I —
— x DURSTON ROAD(COUNTY) —
SHEET W22 SHEET W23 SHEET W24 SHEET W25 s
SHEET W21 a
NO. REVISIONS DRAWN BY DATE 0 150 300 450 NTq SHEET
1 AS-CONSTRUCTED RCG 3 2005 LAUREL GLEN SUBDIVISION - PHASE I , Engineering 32 DISCOVERY DRIVE PROJECT : 00-185
NQ Civil En meerin DATE: 9/2002
SCALE: 1 INCH - 300 FEET • : _ �* WATER MAIN LAYOUT PLAN wl of 26
L� Land SurveyingBOZEMAN,MT 59718 W-OVERALL.DWG
ALLIED Geotechnical Engineering PHONE(406)582-0221 OVERALL SHEET 1 OF 26
Mo..0Et5 vE FAX(406)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: GBH �,�E„ BOZEMAN,MONTANA ENGINEERING Structural Engineering
DESIGNED BY: CGB REVIEWED BY: CGB A`v �Es.���. WATER OVERALL
STA. 0+15.25 8- DI TEE, MJ
B" DI CLASS 51 WATER MAIN, 25 LF. END STA. 5+41.08
6' INSIDE PROPERTY LINE W/MJR AND 8" 8" DI GATE VALVE. MJ
ENDCAP STA. 5+22.08 y - -- - - - -
8' GATE VALVE, MJ z .� ARROW BOLT ELEV =
STA. 0+15.25. 19' LT 8"X 6" DI TEE, MJ E~ 4743.48 CITY DATUM ---
STA. 5+17.18 8"X 6" DI TEE, MJ W
B" DI TEE, MJ W/MJR W/HYDRANT ASSEMBLY_ w O W O
STA. 8+07.08 I,I
STA. STA. 0+15.25OFFSET B.5' (LT) W/HYDRANT ASSEMBLY x
CC24- REFER TO COB STD. '\ V] 8- DI GATE VALVE, MJ OFFSET 8.5' LT li '�h� cn DWG NO. 02718-4 \ \ IW STA. 5+82.08 REFER TO COB STD) v W a
n / DWG NO. 02718-4 z U]
STA. 4+52.08 \ '�\ 0 / STA. 6+37.08 STA. 7+52.08 0l
B" DI GATE VALVE, MJ �2- WS, 25 LF \ �1" WS, 25 LF 1" WS, 25 LF,. 04
STA. 1+86.55
_ /
ROW 1 ARROW BOLT ELEV =_
19 474'.96 CITY DATUM
ro w GLENWOOD DRIVE WATER MAIN A -
0 0 0 0 0 0
\ ARROW BOLT ELEV = 0 1 0 o 0 8" DI GATE 4740.22 CITY DATUM 8" DI GATE i, 11' MIN. J GLENWOOD DRIVE VALVE, MJ
VALVE, MJ/ SEPARATION
I STA. 1+26.55 I' STA. 8+12.08
B" DI TEE, MJ-I PROPOSED SANITARY 8" DI TEE, MJ
STA. 1+45.55 SEWER STA. 8+31.08
`{ STA.60 05 TEE, MJ W/MJR , .0
I W/HYDRANT ASSEMBLY - STA. 4+32.58 STA. 5+04.58 STA. 5+65.58 STA. 6+26.58 STA. 6+87.58 STA. 7+48.58 STA. 8+09.58 t~H
OFFSET 8.5' (LT) 1" WS. 47 LF 1" COPPER WATER SERVICE /REFER TO COB STD. (WS), 47 LF W/CURB)
1" WS, 47 LF 1" WS, 47 LF 1" WS, 47 LF 1" WS, 47 LF 1" WS, 47 LF W W
W F
DWG NO. 02718-4 STOP. END 6' INSIDE
W PROPERTY LINE (TYP).
8" DI GATE VALVE, MJ W/MJR W
STA. 0+00 W/MJ PLUG V f z
3 �
PLAN VIEW-GLENWOOD DRIVE WATER MAIN
NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAINT
INFORMATION.
r,
a
df
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3 0
n�
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a
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O�> bOK �+ Qm QN II w< I Qm II O�I aN WO �m II Q�I FN
ODN? o� O+ �+ F+ (,+ Q Q� II WM I
xd� o, z �u v+i� one �`'v+i� �m�
sQy o�y oQy oQy xd>OQ� oa> o<IS xdw oF� oQ�
oDN- o0 t~it? iV VIA oONZ "mN� uDN?e01~/1? aDN? CDN� CDN?uD VI? u0N?
4750.0 4750.0
4745.0 4745.0
24" RCP CULVERT FINISHED PAVED
4740.0 ROAD SURFACE
---
TAIN
4735.0 - ----- _-__- - -- EXISTING GROUND ------ 6.5 MELEVAOT�ONS ASNSHOWN 4735.0
ART
--
-------- --- ------
4730.0
1452 LF OF 8 DI CLASS 51 WATER MAIN 4730.0
INSTALL INSULATION OVER WATERMAIN.
4725.0 3" THI K, 6' WIDE - 12 LF 4725.0
47200
4720.0 s
W 3
n n on r n r n N n a n m n r n r n v o n a no n n n a n
a a s a s a s a s a s a e c v a a d a s a s as n
a a a v a a¢{a a{{v a a
g o o g o $ o 0 0 R R 0 o 0 0 0 0 0
0 o o 0 0 o o 0 0 0 0 0 0 R 0
d o 0 o Q o d o o o o 0 0 0 o 0
+ N O N O S; S N o I O N O O N O n
+ + + + + + + t + + + + + + } + + + p
O o N N N n a v N ao b r r m co L
PROFILE VIEW-GLENWOOD DRIVE WATER MAIN ASoC®NST]RUC��715
NO. REVISIONS DRAWN BY DATE HOOIZONTAL S3A0LE oRTICAL SCALOE tNT q,yq PROJECT #: 00-185 SHEET
REVISE ADDED WATER SERVICES CGB , 2D o2 LAUREL GLEN SUBDIVISION - PHASE I9/2002
2 AS-CONSTRUCTED RCO 3 24 05 * - .%s c * �/� Civil Engineering BOZEMAN,MT 932 DISCOVERY �7 SE DATE: GLEN WOOD
i INCH = 30 FEET 1 INCH = 10 FEET N.a1 t ' GLENWOOD DR. WATER MAIN - STA. 0+00 TO 8+50 L Land Surveying W5 of 26
°"}" ALLIED PHONE
X(406) 82-577221 OVERALL SHEET 5 OF 26
PROJECT ENGINEER:CGB DRAWN BY: GBH , Geotechnical Engineering FAX(406)582-5770
°•• BOZEMAN,MONTANA ENGINEERING LAUREL GLEN
DESIGNED BY: CGB REVIEWED BY: CGB W-GLENWOOD
Q � �
Q E•` 8" DI CROSS, MJ
3 STA. 13+72.59 / N
8" 01 GATE VALVE, MJ 8" DI CROSS, MJ
O 'r' STA. 8+7E V STA. 11+11.08 W 8" I11+52.08LVE, MJ
r 8" DI GATE
S A. 13+40.25 8' ENDCAP, J W MJR
h 8" DI GATE VALVE, MJ I� /
�./ STA. 10+92.19 STA. 11+91.34
r� BLOW-OFF HYDRANT Gr; � S .�14+61.
�+ Y) STA. 8+75.08 O 07 �' 1" WS, 25 LF 8"X DI TEE, J
Q SEE DETAIL STA. 9+27.08 STA. 10+37.08 a i STA. 12+47.08_ STA. 13+10.90 TA. 14+ .18
f SHEET W26 [1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF W/H RANT AS MBLY
( OFFSET .5' (LT)
% REFER T COB STD
/ ROW I � DWG 0. 02718 \
79• \
00 I 10 O N W A
0 0 0 GLENWOOD DRIVE WATER MAIN 0 0 0 0
GLENWOOD DRIVE TI '�\PROPOSED
I SEPARATION SANITARY DI GAT rn
SEWER ' VALVE STA .71
33 T
WSTA. 9+31.08 STA. 10+56.58 STA. 11+94.58 STA. 12+83.85
1" WS, 47 LF 1" WS, 47 LF 1" WS, 47 LF 1" WS, 47 LF f^+
STA. 8+69.58 ARROW BOLT ELEV = W
w 1' WS, 47 LF 4743.02 CITY DATUM
z STA. 9+91.08 / CIO
a 1" COPPER WATER SERVICE J N
(WS), 47 LF W/CURB ^I rQ
U STOP. END 6' INSIDE
PROPERTY LINE (TYP).
PLAN VIEW-GLENWOOD DRIVE WATER MAIN
NOTE:
SEE DETAIL SHEET W26
HATCHED AREA NOT INSPECTED BY AESI FOR JOINT RESTRAINT
INFORMATION,
N
OOO OR N m W N
M h r h h n
n
z
a
J e n J N N
N M0 _ NO Nu
}
V+ O F c>zM'anra w�'a+ra ZaUn�+
In, naII
a�wa
K >
¢
o<yp oQy oQy oQ oQy oay �� xdyoQy
cD N z m W O 00 N t0 N Z UD f~/1 t0 1~/l np CD Z GO N
4750.0 4750.0
FINISHED PAVED
4745.0 ROAD SURFACE 4745.0
NOTE:
4740.0 a7ao.o
--- ---- ------------- A E S I INSPECTED
EXISTING GROUND 6.5' MIN. COVER. MAINTAIN INVERT
4735.0 ELEVATIONS AI SHOWN 4735.0 THROUGH STATION
4730.0 1452 LF OF 8" DI CLASS 51 WATER MAIN 4730.0 13+ 4 0 ON GLENWOOD
4725.0 4725.0
8" SAN. SEW R
18" MIN. VERTIC L
4720.0 SEPARATI N
4720.0 g
w
c�
s°
n H n n o o O1 0� ro o a oo n m n �O o u�i n rn m
M M N O N O N
a e a a a c w a � c a s <
P
0 0 0 0 0 0 0 0 0 0 0 0 0
'CI 0 0 0 0 0 If) o 0 �n o 5
+ + + + + + + + + + + + D
m rn rn o o a a _
:z L
PROFILE VIEW-GLENWOOD DRIVE WATER MAIN D A S e C O N S T U C T g
NO, REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE N AH PROJECT k: 00-185 SHEET
1 AS-CONSTRUCTED RCO 3 24 D5 LAUREL GLEN SUBDIVISION - PHASE I / Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002
* S0. p L`� BOZEMAN,MT 59718 W-GLE9/200 tl16OF 26
1 INCH = 30 FEET 1 INCH = 10 FEET GLENWOOD DR. WATER MAIN - STA. H+50 TO 14+62 Land Surveying OVERALL SHEET 6 OF 26
PHONE(406)562-0221
o�"` ALLIED Geotechnical Engineering FAX(406)582.5770
PROJECT ENGINEER:CGB DRAWN BY: GBH
BOZEMAN MONTANA ENGINEERING LAUREL GLEN
DESIGNED BY: CGB REVIEWED BY: CGB �o.A.�a ' W-GLENWOOD
BLOW-OFF HYDRANT p--- W
STA. 6+87.21
x (,� SEE DETAIL SHEET W26 `.. oc
En
8" DI GATE VALVE, MJ rn a'. }?
O BLOW-OFF HYDRANT STA. 1+52.15-1 Ff] w STA. 6+82.50 `E"'� 8" DI 11.25' BEND, MJ, �7
STA. 0+05 I Q� G7a �\ 8" DI 11.STA.88+47.79 r W
SEE DETAIL SHEET W26 rL 8" DI CROSS, MJ W W \ W
STA. 5+31.15 �y :J7 �, \ 8" DI CROSS, MJ
t O 8" DI GATE VALVE, MJ STA. 8+22.79\
ARROW BOLT ELEV = 11 - STA. 5+72.15 1
4732.51 CITY DATUM 1 T � / 8" DI 11.25' BEND, MJ I
26' STA. 8+17.79\
m
I�i ANNIE STREET WATER MAIN '^
N W W O W
o o $ o PROPOSED SANITARY
0 0 � 8" DI GATE VALVE, MJ
ANNIE STREET SEWER o
8" DI TEE, MJ STA. 2+12.15
\�8" DI GATE VALVE, MJ - 8" DI GATE VALVE, MJ
i
STA, 0+00 W MJR ENCAP STA. 1+71.15 STA. 8+03.62
/ 8" DI GATE VALVE, MJ '
STA. 5+12.15
8"X 6" DI TEE, MJ ARROW BOLT ELEV
STA. 1+35.65 4735.90 CITY DATUM
W/HYDRANT ASSEMBLY�'
OFFSET 15.5' (LT) ARROW BOLT ELEV = _/
REFER TO COB STD. 4735.66 CITY DATUM
DWG NO. 02718-4 �� I
1�
I
I
NOTE:
PLAN VIEW-ANNIE STREET WATER MAIN SEE DETAIL SHEET W26
FOR JOINT RESTRAIT
INFORMATION.
a
rn
vi
N
E QZ J f i y'yTFL,
on,r lFJfO� �f �� f ^ Na jW N 444 fN ��TttTTTa N n mInpN IF�1�M NIA � N
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H �!- �1- NH �i(1H UNF- Ui( ^b�01 +� V'Wti POOH��Z5
oa oo� �f� 5 5 s w bF <> 5�� 6. •� oQw odd od�y
oQ� x4y" xI I> -
r
co v~i? oo v~i? mvl?io v~i? cu v~i? min? co ln? corn? uo v�? ��zm z mv~i? ou cn? ou ln?
4740.0
4740.0
FINISHED PAVED
4735.0
4735.0 ROAD SURFACE -_-
-------- -------- ---
------- 4730.0
4730.0 -------
__ ` 6.5' MIN. COVER. MAINTAIN INVERT
ELEVATIONS AS SHOWN p
4725.0
4725.0 -
1510 LF OF 8" DI CLASS 51 WATER MAIN
4720.0
4720.0
8" SAN. SEWER j 8" SAN. SEWER 4715.0
4715.0 18" MIN. VERTICAL` 18" MIN. VERTICAL
SEPARATION SEPARATION
4710.0
4710.0
Wc,
n o e'lLlL'�yyVV'' o r a n H.,
o7 ^ , 6aN NNNMa a a a a a a a a a f a a f a ff a'a a s
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
8 6 8 8 0 o S 8 o o o _
+ +
± +
o + N N
O
PROFILE VIEW-ANNIE STREET WATER MAIN A S-C O STIR TOTE D
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE AM 1 DATEPROJ:
`�j~:-0%-185 S]-�);]S'1'
1 AS-CONSTRUCTED RCO 3 24 05 ° 30 ° '° LAUREL GLEN SUBDIVISION - PHASE I 2za. DATE: 9/2002
Civil Engineering 32 DISCOVERY DRIVE w`� OF 26
� BOZEMAN,MT 59718 W-ANNIE
1 INCH = 30 FEET 1 INCH = 10 FEET ' +� ANNIE STREET WATER MAIN - STA. 0+00 TO 8+50 Lana surveying PHONE(406)582-0221 OVERALL SHEET 7 OF 26
��,�_,PE ALLIED
PROJECT ENGINEER:CGB DRAWN BY: GBH < s BOZEMAN MONTANA Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB /ccA�" I SERVICE6.INC. W"ANNIE
a V
CMJ N O
ra
N
-1 Lij CID X 6" DI T MJ W/ R
rram�.. STA. 15+ .98
F-' cWq V'xj W/H RANT AS MBLY
O OFF T 18.55'
a REFER COB STD 8" 1 ENDCAP
DWG 0. 02710 4 J W/MJR
_ STA. 15+ .98
8" DI GATE VALVE, MJ
/ STA. 8+64.22 '1 DI CRO MJ
MIN 8" DI G VALVE, J_ `I STA. 13+ 2.67
DI TEE. ARAT10N TA. 13+ .29 \ A
TA. 11+ .95 o u,
0 0 8" 11.25'BE MJ 11 +
ST 11+17.8 I 1 P°
11' MIN. �- o a ANNIE EFT WATE MAIN oo a
SEPARATION ',
0
g ; THE DI GATE ALVE, MJ
8" DI GATE VALVE, MJ NI TA. 14+ .35
w4l# \.PROPOSED SEWER STA. 10+86.82 DI GATE ALVE, MJ
MAIN (TYP) �/ "' TA. 11+ .22
I
a W
ARROW BOLT ELEV =
4734.38 CITY DATUM \
W
a �
PLAN VIEW-ANNIE STREET WATER MAIN
-�> HATCHED AREA NOT INSPECTED BY AESI
NOTE:
AESI INSPECTED ONLY
a THROUGH STATION
11 + 06. 95 ON ANNIE
d
Q N QN N N mON aNN aOIN �nN a'nN WmN mN
co
>moII i >UNpnd NNN1Ond
4 II + II ' Om >MmnaII �OOMndII 0QV 0
It m + Z�o+O'
ndII
o o^� o'wo � o^X o^X o�w Ofw o^�
c0 V1� N(/1� �N� CO VIA OON� nO VIA aD ln? GDN� cON�cON�
4740.0
4740.0
EXISTING ROUND F ISH PA PROFILE
4735.0
CAD SU ACE GRAD 4735
-- ---- - - -
4730.0 -------- - - -
--- - - ----
--- 4730.0
-------- -------- --------------
6. MIN. CO MAINTA INVERT
ELEV ONS AS OWN
47/0 4725.0
4720.0 4720.0
15 0 OF 8" D LAS 51 ATER MAI i
SAN S CRCE M
4715.0 18� IN. VER AL
i
SEPA TION
4710.0 4710.0 L
a o, oINnsAOt N f O O N OD
0 d0 8V S nO A.
O /Is-
rn
�
-
$
a+D O+i O+i O O + + + 1+1 f 3
PROFILE VIEW-ANNIE STREET WATER MAIN S e C O NS TIIDXU CTE D
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE qH PROJECT �: 00-1115 SHEET J
1 AS-CONSTRUCTEDR q 0 30 0 10 q 32 DISCOVERY DRIVE DATE: 9/2002
� � LAUREL GLEN SUBDIVISION — PHASE I 2ZA Civil Engineering W$ pF 26
a ANNIE STREET WATER MAIN — STA. 8+50 TO I5+09 Land Surveying PHONEBOZEM IN,M82.0221 W-ANNIE
1 INCH = 30 FEET 1 INCH = 10 FEET PHONE(406)582.0221 OVERALL SHEET 8 OF 26
ALLIED Geotechnical Engineering FAX 406 582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRANK BY: GBH i�as:r ( 1
��" BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB A�`o 9ERVICE6.'NO. W-ANNIE
Q � x
3 w �
N W
8"X 6" DI TEE, MJ
z m WW
8" 01 71.25'BEND, MJ_ Q
STA. 0+05 B" DI GATE VALVE, MJ 8" DI 11.25'BEND, MJ_ STA. 8+18.70 \ I„� �."C
W/HYDRANT ASSEMBLY 8" DI GATE VALVE, MJ STA. 5+64.81 STA. 7+11.85
OFFSET 8.5' (LT) I STA. 2+04.83 _ 8" DI 11.25'BEND, MJ �. 01
REFER TO COB STD. T
t / ROW STA. 8+10.70� 1
' T 1 •\1
DWG N0. 02718-4 TTT 19' Z /
ARROW BOLT ELEV = > N - rn
a728.91 CITY DATUM
0 0 00 GLENELLEN DRIVE WATER MAIN 00 00' o o a �
0 0 _ 11' MIN. 8" DI GATE VALVE, MJ�' 8" DI GATE VALVE, MJ o/
0\, 8" DI GATE VALVE, MJ 8" DI GATE VALVE, MJ - GLENELLEN DRIVE SEPARATION STA. 5+04.81 1 STA. 7+95.57
0 STA. 0+00 W/MJ PLUG STA. 1+44.81
0 8" DI CROSS, MJJ
8" DI CROSS, MJ STA. 5+23.81 8" DI CROSS, MJ�
STA. 1+63.81 ^j
STA. 8+14.70
z F+I `� PROPOSED SANITARY
L¢_,z ARROW BOLT ELEV = A ,,, SEWER
ARROW BOLT ELEV = fr-- 4730.95 CITY DATUM - ARROW BOLT ELEV = _ --
4728.22 CITY DATUM �.I n W ,� 4728.54 CITY DATUM
oI E+
--off E-0
� W rn
I� °
PLAN VIEW-GLENELLEN DRIVE WATER MAINNOTE
SEE DETAIL SHEET W26
FOR JOINT RESTRAINT
INFORMATION,
0
N
N 'N1 a� a0 O N m
UD ✓ M
6 ri n ^ Oi a; Oi w 0 ' 00
a > 0 o
�vl n F.
M
n op JR� m o
' ,� a a "' < ,o c< 110
+ oCk:b Q0 ON om Vr o
ro
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+ + + + + + + +
II
+ K +
Or r r Nr Nr Nr Vlr nr nr�cpr
O lY l0 K d' d' K 2" lr 2' lr K- a' O Q W 2'
0 o w o o w 0 o 25 r o
d> d>' a> d> d> d> d> a> d�"
rZ rZ rZ rZ rZ rZ rZ rZ rZ rZ rZ rZ
UO In-N In- u0N- OON- OD0 c0N- cDN- Iwo- e00z Im VI-60Z tO0
4740.0 4740.0
4735.0 4735.0
FINISHED PAVED
4730.0 ROAD SURFACE 4730.0
-- ----- --------
-------- -----
4725.0 1 4725.0
-------------
--- - 6.5' MIN COVER. MAINTAIN INVERT
-------4720.0 EXISTING GROUND ELEVATIONS AS SHOWN 4720.0 -
1479 LF OF 8" DI CLASS 51 WATER MAIN
4715.0 4715.0
B" SAN. SEWER
18" MIN. VERTICAL--, -
4710.0 1 SFPARAnQN 4710.0
w_o
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06 co
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ODN T a
a a a a a a a a < a c a s a s a a s a a
0 0 0 0 o g o o g 0 0 0 0 $ g g g 8 0 0 0 0 0 0 0 0 0 0 0 _
0 0 0 g g 0 0 0 0 0
O N O N O i(1 O N O iA O N
+ + + + + + + + + + + + + + + + + + -
O
PROFILE VIEW-GLENELLEN DRIVE WATER MAIN AS—CONSTRUCTED
TCTED
NO. REVISIONS DRAWN BY DATE HOORIZONTAL SC3AOLE VERTICAL SCAO TgA,q �1 1 PROOJEECCT�,yv00-185 SHEET
i AS-CONSTRUCTED RCO 3 25 05 _ �5G LAUREL GLEN SUBDIVISION - PHASE I 32 DISCOVERY DRIVE DATE: 9/2002
Civil Engineering `]` 9 of 26
* 22'�L4_- BOZEMAN,MT 59716 W-GLENELLEN1 INCH = 30 FEET 1 INCH = 10 FEET ` GLENELLEN DRIVE WATER MAIN - STA. 0+00 TO 8+50Land Surveying PHONE(406)582-0221 OVERALL SHEET 9 OF 26
'" ALLIED Geotechnical Engineering
PROJECT ENGINEER: CGB DRAWN II G13H , ENGINEERING g g FAX(406)582-5770
BOZEMAN LAUREL GLEN
DESIGNED BY: CGB REVIEWED BY: CGB ,MONTANA sERV�cEs.��c.
W-GLENELLEN
Q
Ny U
7
LL
N
ENDCAP J W/M
O W � UJ A. 14+72
B —OFF H ANT
8" DI GATE VALVE, MJ STA. 10+11.74 OFFS 8.5' (LT
jrr�� W W 14" COPPER WATER REFER 0 COB S _
f-+ tf. W STA. 8+56.36 SERVICE (WS), 25 LF W/ 8" DI GATE VALVE, MJ DW NO. 0271 —7
O / CURB STOP. END 6' INSIDEcy) STA. 13+07.64
STA. 12+40.38
PROPERTY LINE (TYP). 1i" WS, 24 LF
STA. 11+23.16 _
1i" WS, 26 LF ° >
40 O_ +�
$GLENELLEN �
DRIVE
WATER MAIN o _
N o 8" 1 GATE
} GLENELLEN DRIVE � _ o ` S 3+97.
MJ
11' MIN. 8- DI CR MJ
SE J�SEPARATION o P MIN.
'y SEPARATION STA. 13 41.63
l
�1
1, PROPOSED SANITARY
SEWER
�8" DI 11.25'BEND, MJ
STA. 11+03.13
PLAN VIEW-GLENELLEN DRIVE WATER MAIN NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAIT
INFORMATION.
HATCHED AREA NOT INSPECTED BY A S
NOTE: 00
x
AESI INSPECTED 3
MTHROUGH STATION
+ II �O+ II R+II Q+ II + II z+ II
13+ 08 ON GLENELLEN o- Es
aO VIz aD VIZ GONz mN� CO VIA m 7,Z 00(N—z
4740.0
4740.0
4735.0
4735.0
FINISHED PAVED
4730.0 ROAD SURFACE 4730.0
4725.0
6.5' MIN COVER. MAINTAIN INVERT EXISTING GROUND
4720.0 ELEVATIONS AS SHOWN 4720.0
4715.0 1179 LF OF 8" DI 6SS 51 WATER MAN
4715.0
SAN. SE
4710.0 MIN. VIER AL
4710.0
U
LL
r� ui o6 m N ao N aj "i a6 rn ap N of o m O n rn
a
O O O O O O O O O O O O N
O O O O O O O O 8 O O O O
O O O O O O O O O O O O N
O N O V1 O N O N O N O N n
+ + + + + + + + + + + + + +
PROFILE VIEW-GLENELLEN DRIVE WATER MAIN ��e(�ONSTID CTED
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE 41Tq^, V D�.�' PROJECT #: 00-185 SHEET
REVISED WATER SERVICE SIZES CGB 1 20 02 0 30 0 10 q ,�
2 AS—CONSTRUCTED RCO 3 24 DS ,, �„_�. LAUREL GLEN SUBDIVISION - PHASE I L� 10 26
Civil Engineering 32 DISCOVERY DRNE DATE: 9/2002
F30ZEMA)\.MT 59718 W—GLENELLEN OF
1 INCH = 30 FEET 1 INCH = 10 FEET �'�0 . • GLENELLEN DR. WATER MAIN - STA. 8+50 TO 14+72 Land Surveying OVERALL SHEET 10 OF 26
" '°°"" ALLIED PHONE(406)582-0221
PROJECT ENGINEER:CGB DRAWN BY: GBH , Geoteclmical Engineering FAX(406)582-5770
«A=° BOZEMAN,MONTANA ENGINEERING LAUREL GLEN
DESIGNED BY: CGB REVIEWED BY: CGB — W-GLENELLEN
w z
rat N h-/ a
W oo W
E-I W 8" DI GATE VALVE, MJ
STA. 0+48.00
x H n O x
W 8"X 6" TEE W E~
W STA. 0+60.91 W/
00 HYDRANT ASSEMBLY B" DI TEE, MJ :n B" DI CROSS, MJ_ W W W
OFFSET 8.5' (RT) PROPOSED SANITARY STA. 5+73.56 STA. 7+53.56 U:
1 REFER TO COB STD. SEWER W
DWG NO. 02718-4 _8" DI GATE VALVE, MJ 8" DI GATE VALVE, MJ
8" DI TEE, MJ STA. 3+45.52 STA. 5+54.56
8" DI GATE VALVE, MJ
II /-STA. 0+00 ARROW BOLT ELEV= �• 11' MIN. /ARROW BOLT ELEV = 8" DI GATE VALVE, MJ ; STA. 7+94.56
`4734.38 CITY DATUM SEPARATION 36.94 CITY DATUM LOXLEY DRIVE STA. 6+14.56
LOXLEY DRIVE WATER MAIN cn � ARROW BOLT ELEV=
4743.02 CITY DATUM
g g 19, 8 g g g g
c", I
r ��_8" DI 11,25.BEND, MJ - h, I
STA. 0+06.00 8" DI GATE VALVE,\ STA. 7+34.5555
STA. 0+84.60 ',-STA. 1+60.36 �_STA. 2+37.12 STA. 3+14.12 �`STA. 3+91.12 '\ STA. 4+68.12 _STA. 5+45.12 STA. 6+22.12
1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF �1 1" WS, 25 LF � �.
1" WS, 25 LF 1" WS, 25 LF 1- WS, 25 LF
8" X6" DI TEE � 11
8" X6" DI TEE
STA. 3+51.56 STA. 8+01.00 W/
,L W/ HYDRANT ASSEMBLY LHYDRANT ASSEMBLY
OFFSET 8.5' (RT) OFFSET 8.5' (RT)
REFER TO COB STD. REFER TO COB STD.
DWG NO. 02718-4 DWG NO. 02718-4
PLAN VIEW-LOXLEY DRIVE WATER MAIN
NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAIT
INFORMATION.
ON N N ^ O M 17 M1 M
n r
M a0
a W yW
0 J m > J
mON >O 7�O^ m^ >p >m t0 jtO00
3n n
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00 VIZ CDn2 DOnZ OD VIZ 00 V12 cpn2 OOnZ aO VIZ OO V)Z ODnZ ODnZ ODn2 ODnZ
4755.0 F F 4755.0
4750.0 4750.0
4745.0 4745.0
4740.0 _ _---__ __ 4740.0
FINISHED PAVED _
4735.0 ROAD SURFACE ------- ---- --- - - -
- 4735.0
_
- ---- 6.5' MIN. COVER. MAINTAIN INVERT
4730.0 --- ELEVATIONS AS SHOWN 4730.0
EXISTING GROUND
4725.0 1034 LF OF 8" DI CLASS 51 WATER MAIN
4725.0
8" SAN. SEWER
18" MIN. VERTICAL
4720.0
� SEPARATION 4720.0
8" SAN. S WER -
18" MIN A RTICAL
4715.0
W U 4
715.0
r7 O n O O N r7 OQr� O to M R.,< 0n O Oi �<p OI c0 O n m Oi N O M O Y7. a a a a a a a a a
s 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
0 0 o 0 0 0 0 0 o 0 0 0 0 0 0 0
O S n O N O n O n S n O n O n O n O n
+ + + + + + + + + + + + + + + + + + +
O O O N N M M O V n n -
I a
PROFILE VIEW-LOXLEY DRIVE WATER MAIN AS-C®NSTIRUCTED s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE TA PROJECT 0: 00-185 SHEET J
1 AS-CONSTRUCTED RCO 3/24/05 3 0 10 �� 32 DISCOVERY DRIVE DATE: 9/2002
LAUREL GLEN SUBDIVISION - PHASE I � Civil Engineering
1L_ g g BOZEMAN.MT 59718 W-LOXLEY W 11 OF��
1 LOXLEY DRIVE WATER MAIN - STA. 0+00 TO 8+50 Land Surveying
1 INCH = 30 FEET 1 INCH = 10 FEET eo_Iaea� PHONE(406)382-0221 OVERALL SHEET 11 OI^' 26
PROJECT ENGINEER:CGB DRAWN BY: GBH ALLIED Geotechnical Engineering FAX LAUREL GLEN
"• BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB A`o sEA�I�Es.I��. W-LOXLEY
STA. 1+71.00
Ly z 1" COPPER WATER SERVICE
xi 1--1 (WS), 25 LF W/ CURB
V STOP. END 6' INSIDE
A 0 8" DI TEE, MJ PROPERTY LINE (TYP).
�STA. 0+00
8" DI GATE VALVE, MJ 8"X 6" DI TEE N
3 8" DI TEE. MJ a L STA. 0+41 STA. 2+52 W/
STA. 10+33.56 HYDRANT ASSEMBLY
W OFFSET 8.5' STD.
(7� PROPOSED SANITARY 8" DI GATE VALVE, MJ REFER TO COB STD.
SEWER STA. 10+14.561\ O W DWG N0. 02718-4
(n / \ - 0 w STA. 0+85.00
\ 1" WS, 25 LF
11' MIN LOXLEY DRIVE I 1
SEPARATION , 19
,o LOXLEY DRIVE WATER MAIN
y
g o GAIL DRIVE WATER MAIN $ $ ro
19' g } 0 11' MIN. 8" DI GATE N
o _ PROPOSED SANITARY VALVE, MJ �I
u SEPARATION DRIVE
STA. 2+47.49
ARROW BOLT ELEV GAIL DRIVE
4746.35 CITY DATUM
1-0
a F 8" DI ENDCAP, MJ W/MJR
F-I W STA. 2+55
PLAN VIEW-LOXLEY DRIVE WATER MAIN PLAN VIEW-GAIL DRIVE WATER MAIN
NOTE: SEE DETAIL SHEET W26
SEE DETAIL SHEET W26 FOR JOINT RESTRAIT
FOR JOINT RESTRAINT INFORMATION.
INFORMATION.
0 0
rn
rn
OOi N N
r
N � a
N N O J w ¢
s�oo OI ¢
on II Z+II
a< ra o
M 1.� y
¢+ II wII WwO + II�N� wNy�11
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H
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4755.0 4755.0
4755.0 4755.0
EXISTING GROUND 4750.0 4750.0
4750.0 4750.0
FINISHED PAVED
4745.0 ROAD SURFACE 4745.0 4745.0 4745.0
FINISHED PAVED EXISTING GROUND
4740.0 ------- r
--- ---------- 4740.0 4740.0 ROAD SURFACE 4740.0
6.5' MIN. COVER. AINTAIN INVERT
ELEVATIONS --
AS SHOWN 4735.0 B.s' MIN. COVER. MAINTAIN INVERT 4735.0
4735.0 4735.0 ELEVATIONS AS SHOWN
4730.0 1034 LF OF 8" DI CLASS 51 WATER MAIN 4730.0 4730.0 4730.0
25 LF OF 8" DI CLASS 51 WATER MAIN o
4725.0 8" SAN. SEWER 4725.0
4725.0 4725.0 18" MIN, VERTICAL
SEPARATION
4720.0 4720.0 w
-
po o r NI` rnN a o C, $m rn
a a0 n a - i r O C Ih O N O r Orn n
r m op N n I'
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$ i o
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+ + + ++ nN -
o+ O O
ap O O
PROFILE VIEW-LOXLEY DRIVE WATER MAIN ��e ®N�°'�°�� T���� PROFILE VIEW-GAIL DRIVE WATER MAIN
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NTAN 1 D�.� JL �J PROJECT ly: 00-185 SHEET
T DATE: 9/2002 120E
1 AS-CONSTRUCTED RCO 3 24 OS 0 30 0� 10 LAUREL GLEN SUBDIVISION - PHASE I /� Civil Engineering 32 DISCOVERY DRIVE
---,� ♦ L Land Surveying BOZEMAN,MT 59718 W-LOXLEY
INCEET 1 INGHcEET LOXLEY DRIVE WATER MAIN - STA, 8+50 TO 10+34 Y g PHONE(406)582-0221 OVERALL SHEET 12 OF 26
�zs ALLIED Geotechnical Engineering g g FAX(406)582.5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: GBH BOZEMAN,MONTANA ENGINEERING -
DESIGNED BY: CGB REVIEWED BY: CGB W-LOXLEY
9ERVICEB.INC.
STA. 2+97.05, 47 LF W V
6" DI CLASS 51 WATER SERVICE
W/ENDCAP, MJ W/MR.
END 6'
W 8" DI GATE VALVE, MJ INSIDE PROPERTY6 GATE VALVE,)MJ W 3
STA. 8+08.78
1" WS, 47 LF '
STA. 0+15.17 STA. 2+97.05, 41' LT. ~ W STA.WS, 47 LF STA.WS, 47 LF
t/wj /� 8" DI CROSS, MJ 8"X 6" TEE, MJ �' � Vim]
WW
/ STA. 0+35.27 STA. 2+97.05 ,
j 8" DI CROSS, MJ_ I PROPOSED SA,N-ARY
V)CID
_. 8" DI GATE VALVE, MJ STA. 5+30.26_ ;r SEWER
1 'r STA. 0+76.24 ��, 8" DI GATE VALVE, MJ
8" DI GATE VALVE, MJ STA. 5+78.64 11' MIN.
LONGBOW LANE STA. 5+03.77 ` SEPARATION
i ARROW BOLT ELEV = ARROW BOLT ELEV = /_
4728.54 CITY DATUM \ 4735.90 CITY DATUM
^� w LONGBOW LANE WATER MAIN > / Al v
8 0 8 8 0
8 8 ,
19
I (STA. 1+10.13 (STA. 1+90.13 STA. 2+75.13 LSTA. 3+62.94 STA. 4+54.54 j I STA. 6+13.22 \-STA. 6+80.72 ` STA. 7+46.50 STA. 8+19.78
1" WS, 25 LF 1" WS, 25 LF I" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1- WS, 25 LF
8"X 6" DI TEE, MJ I• 8"X 6" DI TEE, MJ
STA. 0+81.24 W/ - STA. 5+83.64 W/
HYDRANT ASSEMBLY I�HYDRANT ASSEMBLY
OFFSET 8.5' (RT) OFFSET 8.5' (RT)
REFER TO COB STD. REFER TO COB STD.
DWG NO. 02718-4 DWG NO. 02718-4
8" DI ENDCAP, MJ W/ MJR
+ STA. 0+00
i
PLAN VIEW-LONGBOW LANE WATER MAIN
NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAINT
INFORMATION.
oN o o rn
h r� m ao au o 0
a a a v v a a
eQO a ¢ � ��r Ioe
0n < a
coHo 0, NanHKfa V0a��daF�an-
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4750.0
4745.0
4745.0
4740.0
4740.0
4735.0 EXISTING GROUND
4735.0
FINISHED PAVED -----------
4730.0 ROAD SURFACE - - ---- -- ---
-- ---- 4730.0
---- - - -------- 6.5' MIN. COVER. MAINTAIN INVERT
4725.0 - ---I
-- ELEVATIONS AS SHOWN 4725.0
4720.0
1326 LF OF 8" DI CLASS 51 WATER MAIN 4720.0
0
4715.0
4715.0
8" SAN. SEWER
18" MIN. VERTICAL
4710.0 SE PARATI N 4710.0 'y
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PROFILE VIEW-LONGBOW LANE WATER MAIN A S C®N S T 1RUCTED a
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE STq PROJECT N: 00-1115 SHEET
1 AS-CONSTRUCTED RCD 3/2005 0 30 0 10 "4 LAUREL GLEN SUBDIVISION - PHASE I -�
s c / Civil Engineering 72 DISCOVERY 59718 DATE: 9/2002 13 26
L BOLEMAN,MT 59718 W-LONGBOW OF
INCH = 3D FEET , INCH = 10 FEETEs�, ' LONGBOW LANE WATER MAIN - STA. 0+00 TO 8+50 Land Surveying
ALLIED Geotechnical Engineering FAX(4 406)582-0221 OVERALL SHEET 13 OF 26
PROJECT ENGINEER: CGB DRAWN BY: GBH , �a gineerin FAX(aoe)582.5770
,�«"• BOZEMAN,MONTANA ENGINEERING LAUREL GLEN
DESIGNED BY: CGB REVIEWED BY: CGB sEa�I�E>s.I��. W-LONGBOW
W
7
J STA. 9+62.78
E-' 1" COPPER WATER SERVICE
(WS), 47 LF W/ CURB
STOP. END 6' INSIDE
3 PROPERTY LINE (TYP).
STA. 8+85.78 STA. 10+39.78 STA. 11+16.78 STA. 11+93.78
WW it 1" WS, 47 LF ( 1" WS, 47 LF 1" WS, 47 LF I 1" WS, 47 LF
xx
V]U] 1
PROPOSED SANITARY 8" DI TEE, MJ
SEWER STA. 13+26.211
ARROW BOLT ELEV 11' MIN.
4738.88 CITY DAT_.1. 28
LONGBOW LANE (SEPARATION 8" DI GATE VALVE,
STA. 13+07.28� �..
o LONGBOW LANE WATER MA V �„`.
1 ARROW BOLT ELEV =,�
4743.48 CITY DATUM W
STA. 8+94.78 �� STA. 9+69.78 � STA. 10+44,18 ' STA. 11+19.78 ILSTA. 11+94.78 ,
1" WS, 25 LF 11 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF �I
8"X 6" DI TEE, MJ A
` STA. 9+32.27 W/
HYDRANT ASSEMBLY ^ W
OFFSET 8.5' (RT) F-1
REFER TO COB STD. O W
DWG NO. 02718-4
CIO
-------------
V
PLAN VIEW-LONGBOW LANE WATER MAIN NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAINT
INFORMATION.
Z
n � ro rn
J
Q� r1 Mj
WN r 1N
_N Q W
o+ II r0 WN
+ II } II
Xoz OF> OF>
CD VI? nD In? co fn?
4750.0 4750.0
4745.0 EXISTING GROUND 4745.0
FINISHED PAVED
4740.0 ROAD SURFACE _ __ 4740.0
-------- --------
4735.0 6.5' MIN. COVER. MAINTAIN INVERT, 4735.0
ELEVATIONS AS SHOWN
4730.0 4730.0
1326 LF OF 8" DI CLASS 51 WATER MAIN
4725.0 4725.0
4720.0 4720.0
' s
4715.0 4715.0 y
yl1IF'�
< d a r Y O N V < d Od
O O O O 8 O O O O O Nc
N O 9 O N 8 N O N O N
m O� 0 O O + + N N M M a
E
1
PROFILE VIEW-LONGBOW LANE WATER MAIN AS-C®NST�UCTE7 s
8
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALOE 1JT 4 PROJECT #: 00-185 SHEET
1 AS-CONSTRUCTED RGO 3 2005 LAUREL GLEN SUBDIVISION - PHASE I
2zi-z
Civil Engineering aznlscovenvDx1vF DnrE: s/2oo2 OFsP BOZEMAN,MT 59718 W-LONGBOW 14 26
1 INCH = 30 FEET 1 INCH = 10 FEET Nam- LONGBOW LANE WATER MAIN - STA. 8+5� TC� ll3+2�6Land Surveying OVERALL SHEET 14 OF 26
N.i0l45 PE ALLIED PHONE 6)58-5770 1
PROJECT ENGINEER:CGB DRAWN BY: GBH ��rHsaa Geotechnical Engineering FAX(406)582-5770
BOZEMAN,MONTANA ENGINEERING LAUREL GLEN
DESIGNED BY: CGB REVIEWED BY: CGB W-LONGBOW
'Z STA. 2+08.60 �WN/["+ 8" DI GATE VALVE, MJ 1" COPPER WATER SERVICE F+ti (~ U
a,as. H
(y STA. 0+21.50 (WS), 43 LF W/ CURB W
8" DI CROSS, MJ STOP. END 6' INSIDE IWT. STA. 8+3B.25
W STA. 0+40.50 PROPERTY LINE (TYP). W I+�I
" 8 3 LF
I"I STA. 7+64.97
Gr; STA. 1+23.80 STA. 2+91.61 STA. 3+81.41 STA. 4+64.21 W STA. , 47 L3 STA. , 47 L7 3
k" !�1" WS, 47 LF ;r 1" WS, 47 LF W 1" W5, 47 LF r 1" WS, 47 LF r (TAPPED ®7+50)
1" WS, 47 LF j�1" WS, 47 LF F� � 1" WS, 47 LF
8" DI CROSS, MJ SEWER PROPOSED SANITA
STA. 5+27.71 i
8" DI GATE VALVE, MJ 8" DI GATE VALVE, MJ 8" DI GATE VALVE, MJ 11, MIN.
/-STA. 0+81.50 1�ORESTGLEN DRI E STA. 5+01.7, -STA. 5+75.71 SEPARATION
i /
u FORESTGLEN DRIVE WATER MAIN > rn �+ m
+ 8 8 8 8 + 8 819, 8
'•I �\ B"X B" DI TEE, MJ
STA. 7+46.71
� �
STA. 1+26.50 STA. 2+13.00 STA. 2+94.50 STA. 3+74.50 STA. 4+58.11 I ' B" GATE VALVE, MJ STA. 8+25.71J
`-,8" DI ENDCAP, MJ W/ MJR 'y � 1" WS, 25 LF 1 WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF 1" WS, 25 LF I ` STA. 7+46.71, 19' RT 2- DI CLASS 51 WS, 25 LF
STA. 0+00 \ 8"X 6" DI TEE, MJ
\ STA. 0+88.00 W/ ` STA.65+92 TEE,
E,NM/J
4 STA. 7+46ATE 25 LF
\_HYDRANT ASSEMBLY 8" DI CLASS 51 WATER MAIN
OFFSET 8.5' (RT) I HYDRANT ASSEMBLY y�/ENDCAP, MJ W/ MJR
REFER TO COB STD. I OFFSET 8.5' (RT)
'I DWG NO. 02718-4 REFER TO COB STD.
DWG N0. 02718-4
'I I
'L ARROW BOLT ELEV = L ARROW BOLT ELEV=
4730.95 CITY DATUM 4735.66 CITY DATUM
PLAN VIEW-FORESTGLEN DRIVE WATER MAIN NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAINT
INFORMATION.
3 E
y�
M
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c5p a _a ina _`* .0 F= < N� Fp �i gw
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4755.0 4755.0
4750.0 4750.0
4745.0 4745.0
4740.0 4740.0
4735.0 EXISTING GROUND
FINISHED PAVED _____ _
4730.0
ROAD SURFACE
- 4730.0
_ 4S.EPARATION
6.5' MIN. COVER. MAINTAIN INVERT
4725.0ELEVATIONS AS SHOWN425.0
4720.0 1345 LF OF e" DI CLASS 51 WATER MAIN4720.0
N. SEWER
N. VERTICAL 4715.0
4715.0
a
re � r o g a a �e a a 6,
m N ^ n N ^ Nlo
n i
a a a a v a a a*a a a a s a a a e < a a aa71
o o 0 0 0 0 0 0 8 o 0 0 oV o 0 0
o O O O 8 O O O O O O O O O O O O 8 O
r O O O O O O O O 8 O O O O O o O O O
o 0 In O N O o O o O N O o o in O J1
+ + + + + + + + + + + + + + + + + +
o o O N N M n a Y N N �O �O r
PROFILE VIEW-FORESTGLEN DRIVE WATER MAIN AS-CONSTRUCTED
N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE �y PROJECT #: 00-185 SHEET
0 30 0 10 Nq s DATE: 9/2002
1 AS-CONSTRUCTED Rco 3 zoo5 TA/ LAUREL GLEN SUBDIVISION - PHASE I Civil Engineering 32D1SCOVERYDRIVE V15�F26
C.-c. ) L� BOZEMAN,MT 59718 W-FORESTGLEN
1 INCH - 30 FEET 1 INCH = 10 FEET -1 - FORESTGLEN DRIVE WATER MAIN - STA. 0+00 TO 8+50 Land Surveying PHONE(406)582-0221 OVERALLSHEET 15 OF 26
"°'°°" ALLIED Geotechnical Engineering
PROJECT ENGINEER:CGB DRAWN BY: GBH g $ FAX(406)582.5770 LAUREL GLEN
"• BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB A Cv BflRVIO66.��_- W-FORESTGLEN
x STA. 9+13.25 Z
F 1" COPPER WATER SERVICE A -�
(WS), 43 LF W/ CURB
STOP. END 6' INSIDE A W
PROPERTY LINE (TYP). O
3 i STA. 9+88.25 STA. 10+63.25 STA. 11+38.25 STA. 12+13.25 Q
1" WS, 47 LF 11=1" WS, 47 LF 1" WS, 47 LF 1" WS, 47 LF W
to
�x w
_PROPOSED SANITARI 8" DI TEE, MJ
SEWER STA. 13+44.75-' u►
11' MIN FORESTGLE DRIVE B" DI GATE VALVE, MJ_ \
SEPARATION I STA. 13+25.75
FORESTGLEN DRIVE WATER MAIN w
I
g � o
w
1 �
A
ARROW BOLT ELEV = v
STA. 9+45 J STA. 5
4737.88 CITY DATUM ARROW BOLT ELEV = i
1 -i
2" DI CLASS 51 WS, 25 LF �2" DI CLASSLASS 51 WS, 25 LF 4741.96 CITY DATUM
B"X 6" DI TEE, MJ
STA. 9+50.75 W/
HYDRANT ASSEMBLY
OFFSET 8.5' (RT)
REFER TO COB STD.
DWG NO. 02718-4
PLAN VIEW-FORESTGLEN DRIVE WATER MAIN SE DETAIL SHEET W26
FOR JOINT RESTRAINT
INFORMATION.
3n ro
rn
w� N >n
�n Y wN d�v O
Q+ II w+ II
�F�
50 V1z DON mwK
4755.0 1 4755.0
4750.0 4750.0
4745.0 EXISTING GROUND
4745.0
FINISHED PAVED
4740.0 ROAD SURFACE 4740.0
________ ________
4735.0 --_-----
________ 473 .
6.5' MIN. COVER. MAINTAIN INVERT
ELEVATIONS AS SHOWN
4730.0 4730.0
4725.0 1327 LF OF 8" DI CLASS 51 WATER MAIN
4725.0
4720.0 4720.0
4715.0 4715.0
3
w()
o n In rn rn .-; a aMo n o rn w n n m a m
0 0 0 0 0 0 0 0 0 o
o voi o v�i o o <
oo O+ O+ + + N N M o
a
PROFILE VIEW-FORESTGLEN DRIVE WATER MAIN A DJ'-C O N S TRU CTE D
131
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALL VERTICAL SCALE NT N PROJECT #: 00-185 SHEET
1 AS-CONSTRUCTED RCO 3 2005 0 30 0 10 LAUREL GLEN SUBDIVISION - PHASE I DATE: 9/2002
2- 2'Lz
Civil Engineering 32 DISCOVERY DRIVE �UF�Land Surveying BOZEMAN,MT 59718 W-FORESTGLEN 1 V
�`r" FORESTGLEN DR. WATER MAIN - STA. 5+50 TO 13+45 y g PHONE(406)582-0221 OVERALL SHEET 16 OF 26
1 INCH = 30 FEET 1 INCH = 10 FEET N.,lo.25PE ALLIED GeotechnicalEngineering FAX(406)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: GBH BOZEMAN MONTANA
A..a ENGINEERING W-FORESTGLEN
DESIGNED BY: CGB REVIEWED BY: CGB SERVICE 8.INC.
Q 3 STA. 2+03.00
1" COPPER WATER SERVICE W n
W F-I (WS), 43 LF W/ CURB W
a W STOP. END 6' INSIDE (�
PROPERTY LINE (TYP). �I W
W v C!]
STA. 1+16.50 STA. 2+84.50 STA. 3+64.50 STA. 4+46.11 L�
WS, 47 LF r1 WS, 47 LF rI WS, 47 LF 1" WS, 47 LF IHH
v 8" DI CROSS, MJ SEWER PROPOSED SANITARY
STA. 0+30.50 _8" DI GATE VALVE, MJ
STA. 0+71.I0 SAXON WAY P MIN. g" DI TEE, MJ
ARROW BOLT ELEV = SEPARATION STA. 5+17.71
/ 4728+22 CITY DATUM
N SAXON WAY WATER MAIN W n U
g 8 8 1 8 N
+ 9
1 `8" DI GATE VALVE, MJ ''�� '�, STA. 1+16.50 � STA. 2+01.50 � STA. 2+81.50 IL STA. 3+61.50 STA. 4+46.61�
\ STA. 0+11,50 1" WS, 25 LF 1" WS. 25 LF 1" WS, 25 LF 1" WS, 25 LF i" WS, 25 LF
\ 8" DI GATE VALVE, 1 /
STA. 4+91.7.71
=
8" ENDCAP, MJ W/ MJR ; STA.
6" TEE,
STA.. 0+00 STA. 0+78.00 W/ ARROW BOLT ELEV
4732.51 CITY DATUM
HYDRANT ASSEMBLY
OFFSET 8.5' (RT)
REFER TO COB STD.
DWG NO. 02718-4
I
PLAN VIEW-SAXON WAY WATER MAIN
NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAINT
INFORMATION.
s 0
tQUj
VOO �':♦♦ 00 �� 00 ff �rn II W II
Z O+ II <+ II y+II ¢+II 0+ II } }
w1 OOC UOK CD O��OK OYr 0�1--
oQ� oF�'' ��' may'
E0 1w CONS m f~/1= n0 f~/I�GD V) ED Vt� oD VI A
4750.0 4750.0
4745.0 4745.0
4740.0 4740.0
FINISHED PAVED
4735.0 ROAD SURFACE-\ 4735.0
4730.0 4730.0
----- ------ - --
4725.0 --- 4725.0
6.5' MIN. COVER. MAINTAIN INVERT
ELEVATIONS AS SHOWN EXISTING GROUND
4720.0 4720.0 b
518 LF DI CLASS 51 WATER MAIN
4715.0
4715.0 s
L
4710.0
4710.0 �
c�
N N n
iz N N N ^ N n N N M1
N
n n n '- n n n n n n r. 1 n n n
e a a � < a a e � ♦ a v a � a a � v < a a s a
8 8 8 8 0 8 8 8 8 0 0 AS-CONSTRUCTED
+ + + 0 + o N n n < + I+ "� a
I
PROFILE VIEW-SAXON WAY WATER MAIN s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT : 00-185 SHEET
1 AS-CONSTRUCTED RCO 3/2005 0 30 0 -_J NT NA '�� Engineering 32 DISCOVERY DRIVE DATE: 9/2002 170F 26
LAUREL GLEN SUBDIVISION - PHASE I L� Civil En ineerin
f ( `„ ) Land Surveying BOZEMAN,MIT 59718 w-snxoN
1 INCH = 30 FEET 1 INCH = 10 FEET SAXON WAY WATER MAIN - STA., 0+DO TO 5+18 PHONE(406)582-0221 OVERALL SHEET 17 OF 26
10 5 K ALLIED
Geotechnical Engineering FAX(406)saz-sn° LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: GBH BOZEMAN MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB e�Ase^ 1 6ERVICEB,INC. W-SAXON
a
a z
A 8" DI TEE, MJ_ A 1 8" DI C SS, MJ Q
A STA. 2+80 \ W ST . 5+05.74 O 3
O W 8" DI GATE VALVE, MJ I-4 F 8" 1 GATE VE, MJ
O L>a STA. 2+61 0 W S 4+71.7 Z
STA. 0+96 STA. 2+06 x ST D13 ZTE VAL MJ STA. 3+ .73 O
W 1" WS, 47 LF 1" WS, 47 LF�. O W 1" WS 47 LF 07
W W
wcQ (n
8' DI TEE, MJ \ W P POSED S ITARY ~
STA. 0+00 WER
'
8" DI GATE VALVE, MJ WESTGATE AVENUE - 11, MI -� �6A 5 N27 7, MJ W/MJR
STA. 0+41 �SEPA TION .
WESTGATE AVENUE WATER MAIN r<� .,. p
8 8 g g
19' +
fi
i STA. 1+61 , >
1" COPPER WATER SERVICE y
STA. 0+78.5 \ �TA. 2+51 1 A. 3+41 STA. 4 LF J
1" WS, 25 LF (WS), 47 LF W/CURB 1' WS, 25 LF
STOP. END 6' INSIDE 1 1' WS, 2 LF 1" 25 LF
8"X 6" DI TEE. MJ PROPERTY LINE (TYP). 8 X 6' D TEE, MJ
ii STA. 0+47.50 W/
HYDRANT ASSEMBLY ARROW BOLT ELEV = H A N-6 ASSE LY
ii 4742.96 CITY DATUM -
OFFSET 8.5- (RT) 0 ET 8.5'
REFER TO COB STD. R FER TO STD.
DWG NO. 02718-4 D VG NO. 2718-4
ii ARROW BOLT ELEV =
4740.10 CITY DATUM
PLAN VIEW-WESTGATE AVENUE WATER MAIN
NOTE:
SEE DETAIL SHEET W26
FOR JOINT RESTRAINT
HATCHED AREA NOT INSPECTED BT AESI INFORMATION.
rn
0
M
rn n Z m
N � 4 o � � NOTE:
(�V N W N Q O Q Q O O N
�o n > n N v > ado w n n Wnn cKi�n Qan
W+ IIa ¢<aDaII Q�II Wmlls�lil" aNIIa IF- you 7Np AESI INSPECTED
K NK NyK1 CONK MK O<� wo WNK
>XQ Q Q Q Q
�N= N= .NzNz mNz��= mwz m�Z �= m�Z THROUGH STATION 3+ 21
4760.0 4760.0 ON WESTGATE
4755.0 4755.0
4750.0 50.0
FINISHED AVED
4745.0 ROAD RFACE
4745
4740.0 __ 740.0
4735.0 -------------- —
----------------V--- EXIST! GROUND
_----- 6.5' MIN. COVER. MAINTAIN INVERT 473 .0
ELEVATIONS AS SHOWN
i ULATAn SEE
4730.0 ETAIL SH T 26. 4730.0
498 LF OF 8" DI CLASS 51 WATER MAIN
4725.0 47 .0
i
4720.0
4720.0
w �
1p
Ai'
a n a n e
o 0 0 0 0 0 0 0 0 o n
o o o o o o o o
O N O O o N o it1 O O O N
+ + + + + + + + +
o o + + + 3
N N M n a a �n +
z
PROFILE VIEW-WESTGATE AVENUE WATER MAIN AS—CONSTRUCTED s
s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE TqN PROJECT #: 00-185 SHEET
1 AS-CONSTRUCTED RCO 3 2005 0 30 0 10 q _
LAUREL GLEN SUBDIVISION — PHASE I DATE: 9/2002 Q
/� Civil Engineering BOZEMAN.MT 977118 W-WESTGATE 18oF 26
1 INCH = 30 FEET 1 INCH = 10 FEET ",—25'aE WESTGATE AVE. WATER MAIN — STA. 0+00 TO 5+2<' ALLIED Land Surveying pHONE(406)582-0221 OVERALL SHEET 18 OF 26
PROJECT ENGINEER: CGB DRAWN BY: GBH , Geotechnical Engineering FAX(406)582.5770
"`A
DESIGNED BY: CGB REVIEWED BY: CGB BOZEMAN,MONTANA ENGINEERING LAUREL GLEN
sER��Ea. N W-WESTGATE
Q o-o U
WF
B"X DI TEE,
ST 4+79.53
A OFFSET 8 (EM LY N
v V] ARROW BOLT ELEV = REFER COB S A. 8+42.
�j,I 4744.76 CITY DATUM
DWG 02718- 1" WS, 2 LF W L1a
-STA. 3+11.78 _STA. 3+80.53 STA. 4+46.53 �� S 5+11.5 STA. 5 8.53 6+44.5 STA. 7 0.53 S 7+76.5
1" WS, 25 LF 1" WS, 25 LF 'l1" WS, 25 LFj WS, 25 F �1" 25 LF WS, 25 F 1" 25 LF i " WS, 25 F
0 0 0 0 o SHADOWGLEN DRIVE WATER MAIN o 0 0 0
t ---- ---- - _-8- DI DI GATE VALVE, MJ SHADOWGLEN DRIVE 11' MIN PR
STA. 0+41 SEPARA R SA ARY
R
8" DI TEE, MJ
STA. 0+00 ARROW BOLT ELEV =
4742.96 CITY DATUM STA. 3+30.14 `., STA. 4+34.26 `� A. 5+21.7 ST 5+94.26 STA. 6 66.76 STA. 7 4.26 A. 26.53
1" COPPER WATER SERVICE "1" WS, 47 LF 1" WS, 47 LF 1" WS, 47 L 1" , 47 LF 1" W , 47 LF 1" 47 LF
�-(WS), 47 LF W/ CURB
STOP. END 6' INSIDE
PROPERTY LINE (TYP).
PLAN VIEW-SHADOWGLEN DRIVE WATER MAIN NOTE:
SEE DETAIL SHEET W26
HATCHED AREA NOT INSPECTED BY AESI FOR JOINT RESTRAINT
INFORMATION.
NOTE:
AESI INSPECTED
THROUGH STATION 5+ 15
n aci
NM ON SHADOWGLEN
o a W a m a
,o ll �+ II o+ II
ow 0, mod¢
S�> orb x��
00(n? 1.0 VI? OD VI
4755.0 4755.0
4750.0 4750.0
FINISHED PAVED
4745.0 ROAD SURFACE
4745.0
24" RCP CULVERT EXISTING GROUND
4740.0 - �- --- -- ---- --- ---- - -- ---- 4740.0
6.5' MI COVER. RT
4735.0 LEVATIO SHO
AS SHO
4735.0
7LF OF DI CLA 51 WAT MAIN
4730.0 4730.0
8" SAN. SEWER 3"X 6'X hi LONG m
18" MIN. VERTICAL INSULATION UNDER CULVERT
4725.0 AND OVER WATER MAIN 4725.0 's
W_ 9f
cOianC
N O
0 OM O m ^ O M
0 a
0 0 0 0 0 0 0 O o O
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 o In o 0
Mnmdd
4 o Ln o �n o 1n 0 0 �
+ + + + + + + + + + + + + + + + + cs
O O
PROFILE VIEW-SHADOWGLEN DRIVE WATER MAIN LAS-CONSTIRUCTE
71�
8
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE 1JT PROJECT : 00-185 SHEET
1 AS-CONSTRUCTED RCG 3/2005 D 3D D ,G q LAUREL GLEN SUPDIVISION - PHASE I '�� 32 DISCOVERY DRIVE DATE 9/2002 V19 �6
Civil Engineering OF
�rums c. * � BOZEMAN,MT 59718 W-SHADOWGLEN
SHADOWGLEN DR. WATER MAIN - STA. 0+00 TO 8+50 Land SurveyingPHONE(406)582-0221 OVERALL SHEET 19 0> 26
1 INCH = 30 FEET 1 INCH = 10 FEET (
'°°�'° ALLIED Geotechnical Engineering FAX(406)582-5770
PROJECT ENGINEER:CGB DRAWN BY: GBH /,«",, BOZEMAN,MONTANA ENGINEERING LAURELGLEN
DESIGNED BY: CGB REVIEWED BY: CGB sERV��Es.���- W-SHADOWGLEN
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY OWNER, CITY, ENGINEER AND ALL UTILITY
COMPANIES A MINIMUM OF 48 BUSINESS HOURS (S BUSINESS DAYS) BUT NOT MORE
THAN 10 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE
WITH MCA 69-4-501.
2. UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS, ALL CONSTRUCTION SHALL
CONFORM TO MPWSS, FOURTH EDITION AND COB MODIFICATIONS TO MPWSS.
UNDIS RBED
EARTH T(TYP.) �i�i j� < 3. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS
REQUIRED BY THE CITY OF BOZEMAN.
was / CONCRETE THRUST� 4. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY THE CITY/ o� BLOCK (TYP.) MJ GLAND OF BOZEMAN.
MJ GLAND5. UNLESS PIPE
H BETWEEN 800H ARM.SANDP5:0 P.M.BY
MONDAY THE GTHROUGHINEER CONSTRUCTION
FRIDAY. THE CONTRACTOR SHALL BE DONE
/// PIPE JOINT AND MECHANICAL SHALL NOTIFY THE ENGINEER, AND RECEIVE APPROVAL, A MINIMUM OF 48 HOURS (2
"C" °. "C" D.I. MJ D.I. O D.I. JOINT RESTRAINTS BUSINESS DAYS) IF WORK WILL BE COMPLETED OUTSIDE OF THE STANDARD HOURS
PIPE TEE PIPE ® PIPE LISTED.
1 FITTING h SIZE REQUIRED RESTRAINT LENGTH FT
6 12" X 8` TEE 20 ON BRANCH 6. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE
12" X 6" TEE 20 ON BRANCH PROJECT IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING
SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY
MJ VALVE 8" X 6" TEE 30 ON BRANCH REQUIREMENTS AND PROVIDE A COMPLETED PROJECT.
6" X 6" TEE 20 ON BRANCH
"B" "A" D.I. 12" ENDCAP 10 7. ANY INSPECTION BY THE CITY, OR ENGINEER SHALL NOT, IN ANY WAY, RELIEVE
MJ GLAND PIPE 8" ENDCAP 75 THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT
NOTE: COAT RODS WITH "KOPPERS" BITUMASTIC N0. 50 COATING OR EQUAL.
8" 11.25'BEND 20 COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS.
8. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC
THRUST BLOCK DIMENSIONS 3 4" MIN. CORROSION RESISTANT ALL THREAD CONES PER CITY REQUIREMENTS IN ACCORDANCE WITH THE MUTCD. ACCESS TO
/ DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES
100 PSI 150 PSI 200 PSI 250 PSI 300 PSI RESTRAINING ROD, CONFORMING TO ASTM A242-81, SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.
S. A C A A A C A C O INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT
" a'-W z'-a 2'-0'2'-0 2'-0 2'-D•z'-0'2'-0•2'-0•z'-o 2'-0'z'-a 2'-0 2'-0 2'-7' BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING 9. THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND PRIOR TO FINAL
1 2 10" 2'-0 2'-0 z'-o 2'-6 2'-6 2'-0 2'-e"r-e•2'-e•3'-0 Y-0"3'-0 3'_7 Y-0 3'-0• MJ VALVE LUGS (ROMAC -DUCTILE LUG" OR EQUAL) DESIGNED PAYMENT AS REQUIRED BY THE CITY OF BOZEMAN.
1 2 " V-3 r-o '-o Y-0 Y-0 2'-e r-s•Y-0'3'-0•4'-3 3'-0'3'-o s'-I 3'-0 3'-o TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING
i 14 2'-3 z'-0 2'-0 3'-s V-0 S-0 4'-e 3'-0•3'-0'4'-0 4•-0'4'-a 4'-6 r-o 4'-0• T TO ASTM 536-80 MAY BE USED IN CONJUNCTION 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED OR
1 16 r-0.Y-0 S-0 4'-4 3'-0 X-0 4'-1.4'-0.4'-0•s'-I 4'-0•4'-D 6'-1 4'-0 4'-0• MJ GLAND WITH THE RESTRAINING RODS. NECESSARY INSPECTIONS AND TESTING IS COMPLETED BY AUTHORIZED INSPECTORS
1 4 18 s-W S-0 3'-o s'-s V-0 S-o s'-r'4'-0'4'-0•e'-4 4'-0.4'-o s-6 s'-0 s'-0• D.I. PRIOR TO PROCEEDING WITH SUBSEQUENT WORK WHICH COVERS OR THAT IS
3 8 24" 4'-a 4'-0 4'-o e'-e 4'-0 4'-o e'-e's'-o'W-o•e'-s e'-o•e'-a 2'-e e'-o e'-o• PIPE MECHANICAL JOINT RESTRAINT DEVICES,(MEGALUGS) DEPENDENT ON THE WORK TO BE INSPECTED. FAILURE TO OBTAIN NECESSARY
NOTE: Pressures shown above are maximum working pressures in system. MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKING. INSPECTIONS) AND APPROVAL(S) SHALL RESULT IN THE CONTRACTOR BEING FULLY
THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND
RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED WORK.
LARGER UNLESS SPECIFIED BY THE ENGINEER 11. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE
DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS, THE
DETAIL DETAIL (TYPICAL
ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE
L EXCEPT COMPLETENESS OF SUCH RECORDS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS
THRUST BLOCKING FOR WATER MAIN VALVES TYPICAL VALVE/TEE RESTRAINT IN SPECIAL OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
CIRCUMSTANCES
C.O.B. STANDARD DRAWING NO. 02718-1 C.O.B. STANDARD DRAWING NO. 02718-8 REV. 12. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR
PROPERTY LINE OR WHERE CITY HAS STEEL POST MARKER EASEMENT LINE APPROVED PAINTED BLUE UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL
PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT EXISTING
STREET ALTERNATE LOCATION UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR
SURFACE 5' SIDEWALK TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION
1 5 1/2 ' (TYP.) CURB
CBOX 4, AND TO THE SATISFACTION OF THE CITY ENGINEER.
--.{ BOULEVARD Imo- LINE 13. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION
(Tva�
3' _ OVERNIGHT. ALL SUCH TRENCHES SHALL BE CLOSED BEFORE THE END OF EACH
i\\".,-, -=\�;�\���\i�\, �� ��' 25• WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED.
8'- 0" MAX. 2.5" NST NOZZLE ---Ef�71 14. SEWER CROSSING WATER MAINS MUST BE LAID WITH A MINIMUM VERTICAL
3'- 0" MIN. 11.5' (TYP.) DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
INSTALL PLUMB WITH TO BACK OF CURB OUTSIDE OF THE SEWER. IF THE PROPER VERTICAL SEPARATION CANNOT BE
PUMPER NOZZLE OBTAINED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE ENGINEER WILL
FACING STREET NEW HYDRANT, 6 1/2' MIN. REQUEST APPROVAL FROM DEC. IF APPROVAL IS GRANTED, THE FOLLOWING MINIMUM
MUELLER 2.0' MIN. SEE DETAIL PROVIDE 5' COVER CONDITIONS MUST BE MET. a VERTICAL SEPARATION MUST BE A MINIMUM OF
CENTURION 2.5' MAX, BELOW TAP BY CONTRACTOR STATIONARY 5-INCHES. b )
MIN. 4'- 0" CLEAR ALL MAINGUARD 2" POST ROD IN ALL CURB ) SEWER PIPE MUST BE PVC WITH A NOMINAL LENGTH OF 20-FEET
AROUND (TREES, HEDGES, HYDRANT (6.5' COVER) WATER MAIN BOXES CENTER ON THE WATER MAIN. c) MEETING ALL REQUIREMENTS OF SECTION 30.32 OF
BUSHES, ETC.) ADJUSTABLE CURB STOP DEQ CIRCULAR 2.
SCREW TYPE GROUND LINE
VALVE BOX 15. PER DEQ REQUIREMENTS, DEVELOPER/CONTRACTOR SHALL HAVE WATER
ELEVATIONS AS WITH LID CURB INSTALLATION INSPECTED, TESTED PER DEQ CIRCULAR i STANDARDS AND CERTIFIED
SHOWN ON PLANS OR 0.2' ABOVE TOP OF BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 48 HOURS
`, '
CURB GRADE CURB BOX W/ NOTE: PROTECTIVE BASE MATERIAL ADVANCE NOTICE FOR INSPECTION.
GROUND LINE 1 STATIONARY ROD BARRIER POSTS MAY 16. WATER MAIN SHALL BE CLASS 51 DUCTILE IRON PIPE.
_ BE REQUIRED FOR CORPORATION STOP SELECT MATERIAL BACKFILL
3/4" MINUS WASHED� SOME INSTALLATIONS 2 /�•j/� /ice' i� /i-i/"/i ji GRAVEL, 2 CUBIC AREA (SEE SPECIFICATIONS
-ii/i///i// - //i//i// /' )
FEET MIN. \\: PROPERLY LOF A `<ji%/ /�i%/i!//ice//�%�//�//%�j / //� 3/4" DIA. MIN, FINISH GRADE
MIN. 6.5' ,SIN CORPORATION %\' INSTALLED jig 2 /jjj%�ii�j%�i%iii�i%� SERVICE PIPE NATIVE
COVER STOPj„ 2" QUARTER BEND CORPORATION 1 3 BACKFILL
CONCRETE COUPLING COPPER STOP. TAP / TRENCH BOTTOM /
THRUST71V
- FLARE X M.I.P. MAIN AT 4
\� MUELLER H-15530 SPRINGUNE. 1` \f\ \\ \��\�\\ " MIN. PER DESIGN-
BLOCK TYPE K ff\� A A��A �A� \\,L V��A
ANNEALED 2" i1,` OR EQUAL \\� \�\\\\ \\\�. % . \�~ -
UNDISTURBED_ TO MAIN LINE COPPER PIPE CURB STOP
EARTH BRASS SERVICE GENERAL NOTES. ER DESIGN-
- CLAMP (�j-�)) _L
Blow-off hydrants shall be non-freezing, self draining type with a 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED 6" `�-%
JOINT AS 3" LEVELING
6.5' bury. These hydrants will be furnished with a 2" FIP inlet, o FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE HIGH DENSITY
REQUIRED FOR ry' y SAND
PIPE SPECIFIED non-turning operating rod, and shall open to the left. All of the STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER �---� POYLETH YLENE
working ports shall be of bronze-to-bronze design, and be SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. SYTROFOAM
I serviceable from above grade with no digging. The outlet shall INSULATION
NEW AUXILIARY also be bronze and be 2 1/2" NST. Hydrants shall be lockable 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. o
MIN. 1/2 CUBIC YARD / and shall be Mainguard #77 as manufactured by Kupferle Foundry
GATE VALVE /A� DETAIL
WASHED GRAVEL FIANCE Co., St. Louis, MO, or approved equal. 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. 6 LINSULATION(OVER PIPE) a
JOINT 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. NTS -a
DETAIL r4 DETAIL DETAIL �° �j
�� s
z6 FIRE HYDRANT 26 �C®NSTRUCJLEJU1
STANDARD BLOW OFF HYDRANT WATER SERVICE LINE g
C.O.B. STANDARD DRAWING NO. 02718-4 REV. C.O.B. STANDARD DRAWING N0. 0YD REV. C.O.B. STANDARD DRAWING N0. 02719-1 REV,
REVISIONS DRAWN BY DATE T PROJECT #: 00-185
LAUREL GLEN SUBDIVISION - PHASE I SHEET
AS-CONSTRUCTED NOT TO SCALE N -ro. Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 26�F 2�
LL_ g g BOZEMAN,MT 59718 W-DETAILS L
WATER MAIN DETAILS Land Surveying PHONE(406)582-0221 OVERALL SHEET 26 OF 26
DRAW PROJECT ENGINEER:CGB N BY: CGB , oa2e ALLIED GeotechnicalEngineering FAX(406)582.5770 LAUREL GLEN
DESIGNED BY: GBH REVIEWED BY: CGB " ' BOZEMAN,MONTANA ENGINEERING
W-DETAILS