HomeMy WebLinkAboutLaurel Glen Sudivision Phase 1 Sewer Allied OAK STREET
I I I I
CROSSBOW COURT
I I I 1 I
AXON WAY EAST
SHEET S3
i I I I N
BROADSWORAWAY
I I I I I
SEWER MAIN SHEET INDEX
W SHEET N0. DESCRIPTION
x
I
SHERWOOD WAY S1 SEWER MAIN LAYOUT PLAN
I I I 1 S2 RESERVED
SHEET S7 GLENELLEN DRIVE � S3 SAXON WAY EAST
— -------- ---- SHEET S6 _ _ _ sa LONGBOW LANE
S5 LONGBOW LANE
_ — S6 GLENELLEN DRIVE
f F ` I I I S7 GLENELLEN DRIVE
SB SAXON WAY SOUTH
f GLENELLEN DRIVE-0 Q— S9 FORESTGLEN DRIVE
S70 FORESTGLEN DRIVE
—3— S11 ANNIE STREET
I W z n I� S12 LOXLEY DRIVE
_�0y_ W .. 513 LOXLEY DRIVE
CAI
�6 S14 LAUREL PARKWAY SOUTH
S15 GLENWOOD DRIVE
--- S16 GLENWOOD DRIVE
I SHEET SII I S17 WESTGATE AVENUE
W S1
ANNIE STREET I I I I S
�— S19 GAIL DRIVE
IL DRIVE
LEN RIVE
f' ANNIE STREET H S20 SEWER DETAILS
7
CAI
LEGEND
_o c _z- IMMANUEL WAY
m ,a I I SEWER MAIN
U t
SEWER SERVICE
GAIL RIVESEWER MANHOLE
SHEET SI9 I SS, SAN SWR SANITARY SEWER
�
I
I � F
I SHEET S16 SHEET S15 c7
I u GLENWOOD DRIVE M I z
OGLENWOOD DRIVE a
I z 1
> I a
=ASIF SHADOWGLEN DRIVE If
;ItOOKS[DELANE
W _�
I I I I T � D
cxi2 SHEET S18
---- ————— —————— DURSTON ROAD 3
8
8
N0. REVISIONS DRAWN BY DATE 0 300 600 900 NT PROJECT : 00-185 SHEET
1 —BUILT RCO 4 0 4 LAUREL GLEN SUBDIVISION - PHASE I Civil Engineering DATE: 9/2002
g g 32 DISCOVERY DRIVE �� OF 20
aa�p L� Land Surveying BOZEMAN,MT 59718 S—OVERALL.DWG
SCALE: 1 INCH = 600 FEET r SEWER MAIN LAYOUT PLAN PHO14E(406)582-0221
. 1a 1 P, ALLIED Geotechnical Engineering OVERALL SHEET 1 OF 20
- PROJECT ENGINEER:CGB DRAWN BY: RFC ' „ BOZEMAN MONTANA ENGINEERING Structural Engineering FAX(406)582-5770 LAURELGLEN
DESIGNED BY: WMS/RFC REVIEWED BY: CGB c�As`0 ' SEWER OVERALL
STA 1+62.5
6" SDR 35 PVC SEWER SERVICE (SS)
36 LF W/ END CAP.
END 6' INSIDE PROPERTY LINE (TY�P.) O
S - 2.75fi
i 3 Q
1• TUB. INSTALL PLUG SAN SWR LIFT STATION a
EN OF PIPE STA. 0+00El a
F.G. = 4718.16
0+0 I.E. _ 4787-89 4707.42 W
r SAN SWR MH #2
STA. 2+71.93
ROW d
r 8" WATER MAIN
I
0 0 11• FUTURE SEWER MAIN
FUTURE MAIN o 10" SDR 3 PVC SANITARY SEWER -
" SAXON WAY so'
W -FORCE SEWER MAIN
_ 1 ROW --
SAN SWR MH #1
STA. 0+47,50
z
o
PLAN VIEW-SAXON WAY SANITARY SEWER
4760.0 4760.0
4755.0 4755.0
4750.0 SAN SWR LIFT STATION 4750.0
STA. 0+00
F.G. = 4720.9 4745.0
4745.0 I.E. _ 4767-89
SAN SWR MH 2 SAN SWR MH N1 I 4707.42
4740.0 STA. 2+71,93 STA. 0+47.50 4740.0
RIM = 4741.06 4720.33 RIM = 4720.74 4720.06
INVERT IN (W) = "4-.9.2- STUB4713.27 INVERT IN (W) _ 4712,39- 4712.26
4735.0 INVERT IN (S) = 4713.29-4713.27 INVERT IN (E) = 4708.19 4708.26 4735.0
INVERT OUT (E) =477389-4713.13 INVERT OUT (N) _ 99- 4707.88
4730.0 4730.0
FINISHED PAVED_ 8" WATER MAIN
4725.0 ROAD SURFACE 18" MIN. VERTICAL 4725.0
SEPARATION
4720.0 4720.0
4715.0 EXISTING GROUND 4715.0
.
220 LF OF 10" SDR 35 PVC
46 LF OF
4710.0 SLOPE - B.49--1F 0.39x 10" SDR 35 PVC 4710.0
SLOPE _ e.4e
4705.0 1.0% 4705.0
M O 8 O O O O
O O n N 8 O N O /
N N N 0
D
b
PROFILE VIEW-SAXON WAY SANITARY SEWER AS-CONSTRUCTED
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT (�: 00-185 SHEET J
0 30 0 10 T""� LAUREL GLEN SUBDIVISION - PHASE I LL_ Engineering 32DISCOVERYDRIVE DATE: 9/2002 S3 OF20
Civil En ineerin L
AS-BUILT RCO 4 2005 * /�teals c. * BOZEMAN,MT 59718 S-SAXON EAST
Land S-'e In PHONE(406)582.0221
1 INCH = 30 FEET 1 INCH = 10 FEET �oau SAXON WAY SANITARY SEWER - STA. 0+ 10 TO Y g OVERALL SHEET 3 OF 20
PROJECT ENGINEER:CGB DRAWN BY: RFC „/,c�as BOZEMAN,MONTANA ALLIED Geotechnical Engineering FAX(406)582-5770 LAS SAXONEN
ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB Aco sE:nv'oes.'No.
- W z
-1
ZW �
SAN SWR MH #2 SAN SWR MH #4_ o STA:6" SS, 36 L. 36 L2 �CIDSTA. 0+00 STA. 1+99.50, 36 LF STA: 3+95 STA. 5+66.50 `. 1 F W
8" SDR 35 PVC SEWER MAIN STUB '4" SS, 36 LF ^� W w STA: 6+16.99 SAN SWR MH #5
S = 0.40% � CID +' .64 SS' 36 LF _STA. 7+95.32 't x
-- - M.. ROW
V r
cv 30'
0
a LONGBOW LANE
10" SDR 35 PVC SEWER MAIN
O o 6
o p o0 0o p 11' o o 0 0
o If
_ K ROW \-8" WATER MAIN
-SAN SWR MH #3 JI
t STA. 4+10.72 r
STA: 0+45 STA: 1+70.72 STA. 1+99.50 STA: 2+90.72 STA: 6+05.59 STA: 6+80.32 STA: 7+65.32 STA: 8+50.32
W 4" SS, 36 LF 4" SDR 35 PVC SEWER SERVICE (SS) 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF
4" SS, b6 LF 4" SS, 36 LF -36 LF W/END CAP. END 6' INSIDE � '
z W 35 PROPERTY LINE (TYP.) S = 29
5
In
I
PLAN VIEW-LONGBOW LANE SANITARY SEWER
4775.0
4775.0
4770.0
4770.0
4765.0
4765.0
SAN SWR MH #2 SAN SWR MH #4
+ SAN SWR MH #3 STA. 5+66.50 SAN H 4760.0
4760.0 RIM - 4721.96 4720.33 TA. 1+99.50 RIM =i�6 4726.13
INVERT IN (W)� �
9• 4713.27 RIM = *=rrc 4721.68 INVERT IN (E) =�.09 4715.65 RIM STA. 7+95.32
INVERT IN (S) = 47133s 4713.27 INVERT IN (S) = "'1A�.-9 4714.10 INVERT IN (W) =�89- 4715.65 =ems 47 . 4755.0
78
4755.0 INVERT OUT (E) =�69- 4713.13 INVERT IN (E) = A1-*..T�64714.10 INVERT IN (S) =-+* . 4715.65 INVERT IN (S) _ ;- 4717.14
INVERT OUT (N) = 4a+4.08 4713.89 INVERT OUT (N) = 4717.11- 4716.94
INVERT OUT (N) =�7+569 4715.45 4750.0
4750.0
4745.0
4745.0
4740.0
4740.0
4735.0
4735.0
EXISTING GROUND-\ 4730.0
4730.0 -� - _ _ _ _ _
- - 4725.0
4725.0
FINISHED PAVED 4720.0
4720.0 _ ROAD SURFACE
0 225 LF OF 8" SDR 35 PVC
4715.0L L 196 LF OF 10" SDR 35 PVC 363 LF OF 10" SDR 35 PVC o 4715.0 S
SLOPE _ -630%0.57%
SLOPE _ -9r4916 0.32% SLOPE _ @iBAr 0.377G B" WATER MAIN 4710.0 8
4710.0 18" MIN. VERTICAL
SEPARATION
4705.0
4705.0
8 8 0 0 a S 00 a o
0 O o O
O N O N
0 u S
+ + + + + + + + + + + + + + + ^ + +
a0 00
PROFILE VIEW-LONGBOW LANE SANITARY SEWER AS e C®NSTIRUCTED
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE T PROJECT #: 00-1115 SHEET
AS-BUILT RCO 4 2005 D 30 D 10 q LAUREL GLEN SUBDIVISION - PHASE I L� Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 54 OF20
* { Land Surveying BOZEMAN,MT 59718 S-LONGBOW
1 INCH = 30 FEET 1 INCH = 10 FEET o.,� E LONGBOW LANE SANITARY SEWER 0+00 TO 8+50 PHONE(406)582-0221 OVERALL SHEET 4 OF 20
ALLIED Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC c,,,"/, BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB Ascv SERVICES.IN0. S-LONGBOW
7.
F
60" SAN SWR MH #6- STA: 14+56.97 STA: 15+33.97 STA: 16+10.97 STA: 16+87.97
H STA. 10+60,63 STA: 11+17.81 STA: 12+09.97 STA: 13+02.97 STA: 13+79.97 !4"SS, 36 LF 4-SS, 36 LF r4"SS, 36 LF �4"SS, 36 LF
W 4"SS, 36 LF :'4"SS, 36 LF i4"SS, 36 LF 4"SS, 36 LF SAN SWR MH g8
SAN SWR MH #7 _ r STA. 16+92.97
i STA. 13+64.97 - -- i A
-- - - -- - --- ' -- -- T } ROW
30'
,o 0 8" SDR 35 PVC SEWER MAIN ry LONGBOW LANE
0 6
a +o O +
N
\ �-B" WATER MAIN
-8" WATER MAIN ROW. -T - - -
STA: 14+64.97 �.,STA: 16+14.97 \STA: 16+89.97
STA: 9+40.93 11 N STA: 11+08.56 'STA: 11+83.41 `STA: 12+43.41 \STA: 13+14.97 STA: 13+89.97 4"SS, 36 LF 4-SS, 36 LF 4"SS, 36 LF
4- SS, 36 LF ' - W 4"SS, 36 LF 4"SS, 36 LF 4-SS, 36 LF 4"SS, 36 LF 4"SS, 36 LF STA: 15+39.97
fx. 4" SDR 35 PVC SE R SERVICE (SS)
PROPERTY LINE (TYP.) 5 IN
PROPERTY
Ali
PLAN VIEW-LONGBOW LANE SANITARY SEWER
4775.0
4775.0
4770.0
4770.0
4765.0
4765.0
4760.0
4760.0 60" SAN SWR MH #6 INSIDE DROP) SAN SWR MH #7
STA. 10+60.63 SAN SWR MH 8
RIM =mac 4733.49 STA. 13+64.97 4755.0
4755.0 INVERT IN S) =-4?F4.83--4724.54 RIM = 4736.89(S4736.20 STA. 16739.97
( INVERT IN (S) _ "4*z8�.,-4728.65 RIM =47398b 4739.73
INVERT IN (E) = 4729,80 4720.47 INVERT OUT (N) ----�8 4732.13
INVERT OUT (N) =-4729-69-4720.27 INVERT OUT (N) _Trzv.�.T 4728.45
4750.0
4750.0
4745.0
4745.0
FINISHED PAVED
4740.0
ROAD SURFACE
4740.0
4735.0
4735.0 _ __
_ - - - - -- --- - EXISTING GROUND) 324 LF OF 8" SDR 35 PVC 4730.0
4730.0 _ - - - -
- - - - 300 LF OF 8" SDR 35 PVC SLOPE _ 1.039 1.07%
- - 4725.0
4725.0 SLOPE _ 1.30X
4720.0
4720.0 235 LF OF 8" SDR 35 PVC
SLOPE _ b24%1.20% \-8" WATER MAIN 4715.0 €
4715.0 18" MIN. VERTICAL
SEPARATION 4710.0
4710.0
7n
8 S o o S o S S o 8 8 0 o o 0
0 0 0 0 0 0 to 00 ,� 8 o �, o n +
0 O O +
N O
+ + + O O + + + < N v+i io _
+ + N
m OI OI � � � �2
PROFILE VIEW-LONGBOW LANE SANITARY SEWER A S-C ON S TRU CTE� c
PROJECT EET
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE �: 00-185 SH
1 AS-BUILT RCO < 2005 D 30 1 "T""9 LAUREL GLEN SUBDIVISION - PHASE I 1� Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 S5 of20
* BOZEMAN,MT 59718 S-LONGBOW
W-4 � Land Surveying PHONE(406)582-0221
'`�"�° LONGBOW LANE SANITARY SEWER 8+50 TO 1 6+93 OVERALL SHEET s of zo
1 INCH = 30 FEET 1 INCH = 10 FEET ,,laers rc ALLIED
Geotechnical Engineering FAx(406)sxz-sn° LAUREL GLEN
PROJECT ENGINEER: CGB DRAWN BY: RFC " BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB /«A.'.� S-LONGBOW
SERVICES.INC-
SAN SWR MH #9
STA. 6+76.33
N
SAN SWR MH #4
} 8" -_----' ---_ STA. 3+86.04
30' WATER MAIN
STA: , 30.1 6 4T SDR 35 PVC SEWER SERVICE SS
4" SS, 30.1 LF 36 LF W/ END CAP. END 6' INS DE )
g GLENELLEN DRIVE PROPERTY LINE (TYP.) S = 2%
STA: 0+20.72
° o .......
%4" SS, 34.9 LF
� 8" SDR 35 PVSEWKER�MAIN
,� 0
0
o -
R9W o
STORM
[r �y SEWER o
x Z E- ,-� -------
W
F
►. E _ -
(~ W z W STA 1+16 6" SDR PVC % r
tr SEWER SERVICE SAN SWR MH 17 O - _ SAN SWR MH #16 J STA. 0+00
04 STA. 1+09.33
PLAN VIEW-GLENELLEN DRIVE SANITARY SEWER
4770.0
4770.0
4765.0 4765.0
4760.0
4760.0
SAN SWR MH #17 4755.0
4755.0 STA. 0+00
RIM =-4726.63 4727.94
SAN SWR MH #4 INVERT OUT (W) 47+9-63- 4750.0
4750.0 SAN SWR MH #9 STA. 3+86.04 4717.46
STA. 6+76.33 RIM = 4,iar6- 4726.13 SAN SWR MH #16
RIM =„i-°-rr 4728.26 INVERT IN (E) =-41-15:89 4715.65 STA. 1+09.33
4745.0 INVERT IN (S) =�91- 4717.72 INVERT IN (W) = 47!5:89- 4715.65 RIM = 4726A1-- 4727.40 4745.0
INVERT IN (W) =19fii'-74 4717.55 INVERT IN (S) = 471109.89- 4715.65 INVERT IN (E) = 09-17.20 4716.94
4740.0 INVERT OUT (E) _ 4717.64 4717.35 INVERT OUT(N) =-4716.69 4715.45 INVERT OUT (W) = 4;1;1-99 4716.80 4740.0
4735.0 4735.0
FINISHED PAVED
4730.0 ROAD SURFACE
4730.0
4725.0 8" WATER MAIN - --- -- - - - - -- - -- -- - _ _ _ _ -- _ _ _ - - - - - - 4725.0
18" MIN. VERTICAL, 8" WATER MAIN STORM SEWER
SEPARATION
18" MIN. VERTICAL-, °' EXISTING GROUND-' 47200
4720.0 SEPARATION '\ 105 LF OF 8° SDR 35 PVC
286 LF OF 8" SDR 35 PVC SLOPE _ -&48% 0.49% 4715.0
4?4 . 9E
5 ° 273 LF OF 8" SDR 35 PV
4715.0 SLOPE _ ^ - 0.59% SLOPE _ 48 0.42% "
4710.0 _ _ 4710.0
0 0 0 0 0 0 0 0 0 0 o g oo c o 0 0
0
0 0 00 0 0 0 0 0 0 0 o a
0 0 0 0 0 0 0 g 0 0 0 0 0 o 0 0 0 0
N O N O n O In O 0 O i(1 0 'n O N O
+ + + + + + + + + &
m � ^ n �
8
PROFILE VIEW- GLENELLEN DRIVE SANITARY SEWER A S-C®NS TRU CTE 71 �
s
NO, REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE Tq PROJECT #: 00-185 SHEET
1 AS-BUILT RCO 4 2005 3 LAUREL GLEN SUBDIVISION - PHASE I �-
� Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 �� 20
7�ceni c. LL_ g g BOZEMAN,MT 59718 S-GLENELLEN OF L
V ,1 GLENELLEN DRIVE SANITARY SEWER - 0+00 TO 8+50 Land Surveying PHONE(406)582.0221 OVERALL SHEET 6 OF 20
1 INCH = 30 FEET 1 INCH = 10 FEET ra 1.21J ALLIED Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC /,c°x BOZEMAN,MONTANA
DESIGNED BY: CGB REVIEWED BY: CGB A,co ENGINEERING
BERViCE3.1RC. S-GLENELLEN
N
- Row 1
30'
n
n -
M
{ GLENELLEN DRIVE SAN SWR MH #10 0 0 8 SDR 35 PVC SEWER MAIN
STA. 10+36.33-
-- -- - ROW _
V]cn
T.
a
1^ �
0
x
rn 4
PLAN VIEW-GLENELLEN DRIVE SANITARY SEWER
4765.0 4765.0
4760.0 4760.0
4755.0 4755.0
4750.0 4750.0
SAN SWR MH #10
4745.0 STA. 10+36.33 4745.0
RIM = *725.86 4725.98
INVERT IN = 4;-28:99- 4719.48
4740.0 INVERT OUT = 4-49.88 4719.34 4740.0
4735.0 4735.0
FINISHED PAVED_
4730.0
ROAD SURFACE 4730.0
4725.0 - - 4725.0
4720.0
EXISTING GROUND 356 LF OF 8" SDR 35 PVC 4720.0
,
SLOPE _ �531% 0.507
4715.0 4715.0
5
4710.0 4710.0 z
a
M
C
o 0 0
0
0 o + + +
PROFILE VIEW-GLENELLEN DRIVE SANITARY SEWER
a
AS-CONSTRUCTED g
PROJECT #: 00-185
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE SHEET
32 DISCOVERY DRIVE DATE: 9/2002
1 AS-BUILT RGD 4 2DD5 LAUREL GLEN SUBDIVISION - PHASE I .� LL= Civil Engineering og L
+1^��� Land Surveying 80ZEMAN,MI'59718 S-GLENELLEN
1 INCH = 30 FEET 1 INCH = 10 FEET GLENELLEN DRIVE SANITARY SEWER 8+50 TO 10+38 PHONE(406)582-0221 OVERALL SHEET 7 OF 20
Ha.1-5K ALLIED Geotechnical Engineering FAX(406)582-5770 LAURELGLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC < �,,,,o BOZEMAN,MONTANA ENGINEERING
° sE,, ,�Es.,��- S-GLENELLEN
DESIGNED BY: CGB REVIEWED BY: CGB
- (
STA. 2+98
4" SDR 35 PVC SEWER SERVICE (SS)
1-36 LF W/END CAP. END 6' INSIDE
/ PROPERTY LINE (TYP.) S = 2%
STA: 1+35 STA: 2+18 STA: 3+78
STA: 0+45 4" SS, 36 LF 4" SS, 36 LF !4" SS, 36 LF
4" S. 36 LF
i
- - - - -- ROW - H
30' w -
1
SAXON WAY H
SAN SWR MH #10 � 8" SDR 35 PVC SANITARY SEWER SSAN SWR TA. 3 83 H �11 L W
STA. 0+00
0 „'1 0 0 x
0
L8" WATER MAIN ROW 8" WATER MAIN z
1
A STA: 0+45 STA: 1+35 1STA: 2+15 STA: 2+95 STA. 3+75
W4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF
a�
rn
a�
�Zw
w
a
PLAN VIEW-SAXON WAY SANITARY SEWER
4765.0 4765.0
4760.0 4760.0
4755.0 4755.0
4750.0 4750.0
4745.0 SAN SWR MH #10
STA. 0+00 a7a5.0
RIM -ii26.8f- 4725.98
INVERT IN (S) -4728.80 4719.48 A H 11
4740.0 A. 3+ 3 4740.0
INVERT OUT (E) =-4738.80- 4719.34 I 56 4729.65
INVERT OUT 4724.00
4735.0 4735.0
FINISHED PAVED EXISTING GROUND,
4730.0 ROAD SURFACE 4730.0
4725.0 _ - - - - - - - - - - - - - - - - - _._ 4725.0
379 LF OF B" SDR 35 PVC
4720.0 SLOPE _ +-.Ox-1.19% 4720.0
4715.0 4715.0
4710.0 _ 4710.0
0 0 0p o 0 0 0 0 0
0 8 LA 0 O N W
O O ± ± N N M M M
b
PROFILE VIEW-SAXON WAY SANITARY SEWER A S e C®� 4 S TIRU CTE
NO. 1 REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE TAN PROJECT N: 00-185 SHEET
1 AS-BUILT RCD 4 LAUREL GLEN SUBDIVISION - PHASE I
Civil En meeri❑ 32DISCOVERYDRIVE DATE: 9/2002
1 INCH = 30 FEET 1 INCH = 10 FEETinns. 2ZL= Engineering BOZEMAN,MT 59718 S-SAXONSOU TH S8 OF20
: RFC
�� SAXON WAY SANITARY SEWER STA, 0+00 TO 3+83 Land Surveying OVERALL SHEET s OF 20
eo.,oexs vc�
ALLIED Geotechnical Engineering PHONE(406)582A221 FAX 1406)582-5770 LAUREL GLEN
PROJECT ENGINEER: CGB DRAWN BY BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB S-SAXON
z
V
SAN SWR MH #13 4
S N SWR MH #12 STA. 4+87.21
STA: 6+14.25
SAN SWR MH '9 F S A. 2+44.60 it 4" SD
STA. 0+00 R 35 PVC SEWER SERVICE (SS) O
36 LF W/ END CAP. END 6' INSIDE � uj
STA: 2+14.60 PROPERTY LINE (TYP.) S = 2%STA: 6+92.69 STA: 8+39.25 W
STA: 1+29.60 4" SS, 36 LF
4" SS, 36 LF 4" SS, 36 LF STA: 3+90.21 STA: 5+39.21
STA: 2+99.60 ia" SS, 36 LF STA: 7+64LF [qx]
� STA: 0+45 /�� ��4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF !I i4 x
4" SS, 36 LF U2 [G
6' (TYP.) - - --- - - - -- -
ROW
FORESTGLEN DRIVE
i 8" SDR 35 PVC SANITARY SEWS > �' 8" SDR 35 PVC SANITARY SEWER 0°
0 0 0 0 11'1 0:� o
1 �
I'1 -8" WATER MAIN -8" WATER MAIN ROW -
6' (TYP*#
60" SAN SWR MH N14-f/
A V2 : 1+35 STA: 2+18 \STA: 2+98 STA: 3+78 W n STA. 7+06.21
STA: 0+45 4" SS, 36 LF 4" SS, 36 LF SS 36 LF
STA: 7+55.21
\ \STA 4
F" 4" SS, 36 LF 4" SS, 36 LF " , STA. 7+06.21, 36 LF
W 6" SDR 35 PVC SEWER SERVICE (SS)
8" SDR 35,PVC SEWER MAIN STUB 36 LF W/END CAP. END 6' INSIDE
x W n 38 S = 0.40% PROPERTY LINE (TYP.) S = 2%
PLAN VIEW-FORESTGLEN DRIVE SANITARY SEWER
4775.0
4775.0
4770.0
4770.0
4765.0
4765.0
4760.0
4760.0
4755.0
4755.0
AN WR MH N SWR MH 1 SAN SWR MH 13 MH 11 DROP) 4750.0
4750.0 q, + A. +44.60 A. 4+8 1 STA. 7+06.21
RIM =�+3- 4728.26 RIM =4}49.� 4729.89 RIM =�- 4733.53 RIM =i73++9- 4734.55
INVERT IN (S =-47t9'91- 4717.72 INVERT IN (S) - 4;Z19:98- 4718.84 INVERT IN (S) -�i' 4720.12 INVERT IN S = 0928.63 4728.60
4745.0 INVERT IN ( - +a+}-7* 4717.55 INVERT OUT(N) = 47I&S8- 4718.64 INVERT OUT (N) = *72(),05 4719.92 S 4745.0
INVERT OUT E) =i�}-54 4717.35 INVERT OU} N) 4721.06
EXISTING GROUND �.
4740.0
4740.0
FINISHED PAVED_
4735.0 ROAD SURFACE - - _ - -_ - - - -- -- -- 4735.0
F4720.0
0.0 8" WATER MAIN 4730.0
---J18" MIN. VERTICAL
SEPARATION 4725.0 E
5.0 215
239 -219 LF OF 8" SDR 35 PVC
343-LF OF 8" SDR 35 PVC 4720.0 e
241 LF OF 8" SDR 35 PVC SLOPE = 8-49'Pa-
SLOPE _ $+l3R-- 0.45% 0.44%
SLOPE 9.49% 0.38% 4715.0
4715.0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;
0 d o 0 9 9 0 0 0 0 0 0 0 0 0 0
v� o �n o �n o �n o n o + U
0 8 N o , o + + + + + +
+ + ± + n M + + + + + ,+ n r ro m
a
PROFILE VIEW-FORESTGLEN DRIVE SANITARY SEWER 7A'S-(C0NSTlxD\UCTEDj ,
s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT #: 00-185 SHEET
0 30 0 10 T AWN 32 DISCOVERY DRIVE DATE: 9/2002 IS9
n0
1 AS-BUILT RGo 4 2005 � LAUREL GLEN SUBDIVISION - PHASE I 2ZL_Q Civil Engineering OF L
* ^�„ BOZEMAN,SIT 59718 S-FORESTGLENELand Surve In PHONE(406)582.02211 INCH = 30 FEET 1 INCH = 10 FEET a.,�,��� FORESTGLEN DRIVE SANITARY SEWER 0+00 TO 8+5(� Surveying OVERALL SHEET 9 OF 20
ALLIED Geotechnical Engineering FAX(4%)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC �,« BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB SERVICES.IRC. S-FORESTGLEN
.�
STA: 10+64.25 �y
C) 4" SDR 35 PVC SEWER (SS)36LF W/ END CAP. END�RVICE
6' INSIDE
ii PROPERTY LINE (TYP.) S = 2% STA: 11+39.25 A f
i 4" SS, 36 LF (-r
Q L7;
'A x
F F STA: 9+14.25 STA: 9+89.25
W W f 36 LF 4" SS. 36 LF ROW
B" SDR 35 PVC SANI RY SEWER FORESTGLEN DRIVE
o v' o
`8" WATER MAIN
ROW _
SAN SWR MH #15
STA. 11+06.21
STA: 10+79.25
STA: 8+82.25 6" SDR 35 PVC SEWER SERVICE (SS)
6" SS, 36 LF 36 LF W/END CAP, END 6' INSIDE
PROPERTY LINE (TYP.) S = 2%
PLAN VIEW-FORESTGLEN DRIVE SANITARY SEWER
4770.0 4770.0
4765.0 4765.0
4760.0 4760.0
4755.0 4755.0
AN SWR MH #15 4750.0
4750.0 A. 1+ 1
RIM =-4737.36 4737.54
INVERT OUT (N) =�ii. 9 4731.3
4745.0 4745.0
FINISHED PAVED �,
ROAD SURFACE EXISTING GROUND��
4740.0 4740.0
4735.0 - - - -- - - - - - - - - 4735.0
4730.0 3i6a LF OF 8" SDR 35 PVC 4730.0
SLOPE _ '0.75% 0.70%
4725.0 4725.0
4720.0 4720.0
0
00 c0 $ o 0 0
0 Op N O 0 0
O
+ + + + + + c
m O
0
PROFILE VIEW-FORESTGLEN DRIVE SANITARY SEWER � AS-CONST]RU
C T E
D))
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE TAN / PROJECT N: 00-185 SHEET
1 AS-BUILT RCO 4 2005 LAUREL GLEN SUBDIVISION - PHASE I LA Civil Engineering 32 BOZEMOVERY59718 DATE: 9/2002 S10 OF 20
* �cwms c � Land Surveying BOZEMAN,NT 59718 S-FORESTGLEN
1 INCH = 30 FEET 1 INCH = 10 FEET FORESTGLEN DRIVE SANITARY SEWER 8+50 TO 11+06 FPHONE(406)AX(40)582-5770 OVERALL SHEET to of zo
ALLIED Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB /c A sER���Es.���- S-FORESTGLEN
CI r�
tz
r N
r N
�60" SAN SWR MH #6
jSTA. 0+00 red p
G A
60• SAN SWR MH #18 m
h STA. 2+83.21 > I„C ;
-�_ m y_ END SEWER - STUB
--
STA. 6. / Z 723.96\
ROW - /
8" WATER MAIN -- -- Z INVERT = 4723.65
+
00
o 8" SDR 35 PVC SEWER MAIN
FU SURE
37•�r ANNIE STREET ' STORM MAIN
o SEWER /
I �--------RR W--9��
MH #19
+70.36
II �I x I Wj-w=r
CIO
\
z c
O w O
►a, w
!
I I I m i
PLAN VIEW-ANNIE STREET SANITARY SEWER
4770.0
4770.0 - - -- ---
4765.0
4765.0
4760.0
4760.0
END SEWER - STUB 4755.0
4755.0bIA + 9
60" SAN SWR MH INSIDE DROP) 60" SAN MH 1 (INSIDE DROP) INVERT = 4;12 90 4723.65
4750.0 0+00 + 3.21 4750.0
RIM = ' 4733,49 RIM =-#�3r9lY 4734.35 SAN SWR MH 19
INVERT IN (E 4720.89 4720.47 INVERT IN (S) _ - 4721.83 + 6
INVERT IN 5 --4'i24..87- 4724.54 INVERT O E .r 44721.7 RIM R 4734-44- 4734.23
4745.0 INVERT OUT �N) =�7-20.60- 4720.27 INVERT OU W)= "'�m� 4721.75 NVEINVERT IN T IN ((S - 4325,48- 4725.15 4745.0
INVERT OUT �W) =-432.3-4- 4723.02
4740.0
4740.0
FINISHED PAVED
4735.0
4735.0 ROAD SURFACE
8" WATER MAIN - SAN SWR - 4730.0
4730.0 - 8' WATER MAIN C 18" MIN. VERTICAL
T -- - - - - - -18" MIN. VERTICAL STORM SEPARATION
4725.0 FORCE MAIN
EXISTING GROUND) SEPARATION SEWER 4725.0
283 LF OF 8" SDR 35 PVC 103 LF OF 8" SDR 35 PVC
279 LF OF 8" SDR 35 PVC SLOPE _ .49X 0.51%
SLOPE _ -491F 0.42% 4720.0 x
4720.0 SLOPE _ -0.49% 0.46%
4715.0
4715.0
i
$ $ $ $ $ $ $ $ $ $ $ $ $ o
+ o o a
N $ o
8
b + +
O+ 0 ± N N M M1 V < N
PROFILE VIEW-ANNIE STREET SANITARY SEWER AS e CONSTRUCTED
N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT l9 00 2 SHEET
1 AS-BUILT RCO 4 2005 30 �-J DAi
LAUREL GLEN SUBDIVISION Civil Engineering 32 BOZEMOVERY DRIVE DATE: NNIF S1* OF^®
*a BOZEMAN,MT 59718 S-ANNIE ll L
1 INCH = 30 FEET 1 INCH = 10 FEET _tANNIE STREET SANITARY SEWER STA, �0+00 T'O 6+76 Land Surveying pHONE(406)582-0221 OVERALL SHEET II of Zo
N. ALLIED
PROJECT ENGINEER:CGB DRAWN BY: RFC BOZEMAN MONTANA Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB ' sER��=Es.��� S-ANNIE
it �I Q w A W
60" SAN SWR MH #18 En O ,��/j N M
STA. 0+00 I--i W 60" DIA. SAN SWR MH #21 O W S60"
TA.D7+5S 78 SWR MH �22 F F
l, W STA. 5+71.78 3 w w
STA: 0+54.46 z
4" SS, 36 LF SAN SWR MH #20-� (� 'n
i
' cr
STA. 3+62.74 W (n rL
-
� ROW
LOXLEY DRIVE 30'
CIO/ �+ �\ a 8" SDR 35 PVC S NITARY SEWER C'
+
o o it' o 0 0 0 0 0
1
ROW %`-8" WATER MAIN
7
� S7A: 0+53.13 STA: 1+23.27 STA: 1+99.78 STA: 2+76.78 �',STA: 4+30.78 STA: 5+07.78 ,STA: 5+84.78
4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF STA: 3+53.78 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF
LiJ 4" SDR 35 PVC SE NER SERVICE (SS)
W 36 LF W/END CAP. END 6' INSIDE
W11zPROPERTY LINE (T .) S = 2%
PLAN VIEW-LOXLEY DRIVE SANITARY SEWER
4775.0 4775.0
4770.0 4770.0
4765.0 4765.0
4760.0 4760.0
4755.0 60" SAN SWR MH 18 INSIDE DROP)
60" SAN SWR MH 22 INSIDE DROP)
STA. 0+00 60" SAN SWR MH 21 INSIDE DROP) A. 7+51. 4755.0
RIM =-43131.98 4732.35 SAN SWR MH #20 STA. 5+71.78 RIM =i�46:s'.r 4740.63
4750.0 INVERT IN (S) =-674i-@7- 4723.95 RIM 3+6#}2�74� 4735.24 RIM =#N (S) = 4737.74 INVERT IN 5 4750.0
INVERT IN (E) _ 4722t3- 4721,83 ( = 4727.68
INVERT IN (S) _ "'�+� 4726.83 INVERT IN (W) = 4727.68
INVERT IN (S) _ "�� )
4725.66 INVERT IN E 4731.80 INVERT IN (E) = 4733.25
INVERT OUT (W) _ "�� 4721.75 INVERT OUT (N) _ 4726..62 4725.46 INVERT OUT N , 32&66Y 4726.63 INVERT OUT (N) =--45-49-:48 4727.47
4745.0 ( ) =� 4745.0
FINISHED PAVED
4740.0 ROAD SURFACE _ _ _ _ _ _ _ 4740.0
4735.0 _ _ - 8" WATER MAIN
_8'rWATER MAIN II 18" MIN. VERTICAL 4735.0
18" MIN. VERTICAL EXISTING GROUNDS SEPARATION °
4730.0 SEPARATION ° °
205 176 276 LF OF 8" SDR 35 PVC 4730.0
499-LF OF 8" SDR 35 PVC +80-LF OF 8" SDR 35 PVC
359 LF OF 8" SDR 35 PVC
4725.0 ° SLOPE _ $499✓- 0.36R SLOPE = 1-}'� 4725.0
SLOPE _ -8.49% 0.42% SLOPE _ .46% 0.47%
4720.0 4720.0
0 0 O o 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O N O N O W, O N O v] O v1 0 ul O N O in
+ + + + + + + + + + + + + + + + + +
O O N N M) M a a In tp 10 n r m m
a
y
PROFILE VIEW-LOXLEY DRIVE SANITARY SEWER A S e Cl®N S T]RU CTE D s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE 7AN PROJECT #: 00-185 SHEET
1 AS-BUILT RCO 4 2005 0 30 60 0 10 20
LAUREL GLEN SUBDIVISION - PHASE I � Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2GD2 Q
LL_ g g BOZEMAN,MT 59718 S-LOXLEY S 12 �F 20
LOXLEY DRIVE SANITARY SEWER STA. 0+00 TO 8+50 Land Surveying PHONE(406)582-0221 OVERALL SHEET 12 OF 20
1 INCH = 60 FEET 1 INCH = 20 FEET ALLIED Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC /,cc,,,co BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB SERVICES,INC. S-LOXLEY
z
:a
U �j �
F
N_ M_
U7 rn
I
x x
ROW
60" SAN SWR MH #23
STA. 10+31.78
30 LOXLEY DRIVE s
I
11' 00 8" SDR 35 PVC SANITARY SEWER 810t31.78
11
ROW 8" WATER MAIN N�
w
A
►� (il
x
v,
O w
q cc
PLAN VIEW-LOXLEY DRIVE SANITARY SEWER
4780.0 4780.0
4775.0 4775.0
4770.0 4770.0
4765.0 4765.0
4760.0 4760.0
4755.0 60" S I 4755.0
STA. 10+31.78
RIM = 4�43.} 4744.09
4750.0 INVERT IN (W) _�rr1- 4733.13 4750.0
FINISHED PAVED INVERT IN (E) _ 4;t36.64 4736.40
i�ROAD SURFACE INVERT OUT (N) =„-asv1 4732.95
4745.0 4745.0
/
4740.0 - - �- - - - - _-8^ WATER MAIN 4740.0
--EXISTING GROUND 18" MIN. VERTICAL-,
4735.0 SEPARATION Rio � E4725.0
276 LF OF 8" SDR 35 PVC �
4730.0
SLOPE = 1
4725.0 4720.0
i
O o 0 0 n
N 0 0 0 M o
+ + + + +
1
AS-CONSTRUCTED
PROFILE VIEW-LOXLEY DRIVE SANITARY SEWER s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE N PROJECT : 00-185 SHEI::T J
1 AS-BUILT RCO a 2005 0 30 60 0 10 20 LAUREL GLEN SUBDIVISION `��'"° Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 S13 oFZO
^ami L`_ B02:EMAN,MT 59718 S-LOXLEY
a LOXLEY DRIVE SANITARY SEWER - STA. 8+50 TO 10+32 Land SurveyingPHONE OVERALL SHEET 13 OF 20
1 INCH = 60 FEET 1 INCH = zo FEET „,,„,�„� ALLIED Geotechnical Engineering FAX 8257 0221 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC /,�, BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: RFC/CGB REVIEWED BY: CGB sER���Es. «�. S-LOXLEY
- END SEWER - STUB
STA. �+44727 4+55
INVERT = 4727.20 � �7
� � I
X0+00SAN
WR MH #19p
4+47.68 J STA:-4 43.14- 4+45.14
STA:i+3�--58- I 1
./i 4 SDR 35 PVC SEWER SERVICE (SS)
4 SS, 36 LF 46.3 1 -36 LF W/ END CAP. END 6' INSIDE
�rPROPERTY LINE (TYP.) S 2%
I irk
/ fl
ROW
8" SDR 35 PVC SEWER MAIN
$ $ 11' $
8" WATER MAIN
ROW -
W I _
i
cn i SAN SWR MH #'24-�
STA. 3+80.22
CQ W l
CID
PLAN VIEW-LAUREL PARKWAY SOUTH SANITARY SEWER
4775.0 4775.0
4770.0
4770.0
4765.0 4765.0
STUB
4760.0 STA. 4+55 4760.0
INVERT OUT (W)= 4:727.47 4727.20
4755.0 SAN SWR MH #19 4755.0
+ SAN SWR MH #24
RIM =�;- 4734.23 STA. 3+80.22
4750.0 INVERT INz(E) = 4723.48 4723.12 RIM = 4736.99 [4750.0
INVERT IN (S) = 4728.4S 4725.15 INVERT IN (E) = 4726.9
INVERT OUT (W) _ 4723.28 4723.02 INVERT OUT (N) _ 4726.7
4745.0
4745.0
FINISHED PAVED
4740.0 ROAD SURFACE - - - 4740.0
4735.0 _ _ _. - - - - - - - 8 WATER MAIN 4735.0
-. - - - -� - - - - - - 18" MIN. VERTICAL
4730.0 SEPARATION o 4730.0
EXISTING GROUND 73 LF OF 8" SDR 35 PVC
376 LF OF 8" SDR 35 PVC
4725.0 SLOPE = 6iD%- 0.41% 4725.0
SLOPE _ - 0.41%
4720.0 4720.0
o $ $ O o $ $ n
o $ $ o o s
p vi
N $ N $ N O +
O N $ + + + + + + Y
O O N N N M M
PROFILE VIEW- LAUREL PARKWAY SOUTH SANITARY SEWER ASeC®NSTR1T YCTEID
NO. 1 REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NT N / PROJECT /: 00-185 SHEET
1 AS-BUILT RCO 4 2005
D 30 0 10 LAUREL GLEN SUBDIVISION - PHASE ILA Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 S14 20
- BOZEMAN,MT 59718 S-LAURELSOUTH OF
Land Surve in PHONE(406)SR2-0221
1 INCH = 30 FEET 1 INCH = 10 FEET Ne LAUREL PARKWAY SANITARY SEWER 0+00 TO 4+47 Surveying
OVERALL SHEET 14 OF 20
ALLIED Geotechnical Engineering FAX(406)582-5770 LAURELGLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB sER���Es.���. S-LAUREL SOUTH
Ww �cFa w N
SAN SWR MH 42✓- UO STA: 0+45.66
�/ ✓J STA. 4+65.66 4" SS, 36 LF
STA: 2+30.66 (.xa STA: 1+05.66
W _SAN SWR MH #28 STA: 6+30.66 STA: 5+10.66 �W ST 3+40.66 4" SS, 36 LF ►� Lr.1 4" SS, 36 LF
W f STA. 7+55.66 4" SS, 36 LF 4" SS, 36 LF r� 4" SS, 36 LF f. STA: , 36 L 6
U] FOB O 4" SS, 36 LF
f�
r8" WATER MAIN � I�
ROW
30' m
/ I
0 0 11' 0 8" SDR 35 PVC SANITARY SEWER 0
n GLENWOOD AVENUE
i
ROW
1
\ 't, 60" SAN SWR MH #22
\ \ STA. 1+85.66 SAN SWR MH #26
/ STA. 0+00
STA: 8+48.66 \.STA: 7+87.66 \STA: 7+26.66 STA: 6+65.66 \,STA: 5+43.66 \\STA: 4+82.66 \.STA: 4+21.66 STA: 3+61.67 �7STA: 3+01.66 ''�STA: 2+30.66 STA: 0+85.66'
4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF
STA: 6+04.66
4" SDR 35 PVC SEWER SERVICE (SS) STA: 0+55.66
36 LF W/ END CAP. END 6' INSIDE 4" SS, 36 LF
PROPERTY LINE (TYP.) S = 2%
i
PLAN VIEW- GLENWOOD AVENUE SANITARY SEWER
4780.0 4780.0
4775.0 4775.0
t
4770.0
4770.0
4765.0 4765.0
60" SAN SWR MH #22 INSIDE DROP)
4760.0 +
85.66 760.0
SAN SWR MH28 RIM STA.= 346.53 4740.63 4
STA. 7+55.66 SAN SWR MH 27 INVERT IN (S) = 4727.68 SAN SWR MH 26
4755.0 RIM =i}49c9.'r 4740.15 RIM = 474.1.40 4741.46 INVERT IN (W) = 4727.68 + 4755.0
INVERT IN (W) = 4730.35 INVERT IN (E) = 4733.25
INVERT OUT (E) = 4730.15 INVERT IN (W) = 4729.00 INVERT OUT (N) ?7-48- 4727'47
RIM = 4740.64
4750.0 INVERT OUT (E) = 4728.80 = '- INVERT OUT (W) 4733.98 4750.0
FINISHED PAVED
4745.0 1 ROAD SURFACE
4745.0
i
F47330.0
--
8" WATER MAIN EXISTING GROUND 18" MIN. VERTICAL 182 LF OF 8" SDR 35 PVC 4735.0
SEPARATIONSLOPE = 0.40%
4730.0
I 286 LF OF 8" SDR 35 PVC 276 LF OF B" SDR 35 PVCSLOPE = 0.40% SLOPE = 6:. 0.41%
4725.0
E
4720.0
4720.0 �
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 0 0 0 0 0 0
o g o 0 0 $ o 0 0 0 0 0 0 0 0 0 0 0
,n o o 0 in 0 �n o
+ + + + + + + + + + + + + + + + + +
� - o o �
5
3
Z
PROFILE VIEW-GLENWOOD AVENUE SANITARY SEWER �� TE
711
g
AS-CONS UC
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE PROJECT #: 00-185 SHEET J
1 AS-BUILT RCO 4 2005 Q 30 TAN F 32 DISCOVERY DRIVE DATE: 9/2002
LAUREL GLEN SUBDIVISION - PHASE I LL Civil Engineering g g S15 OF20
"/`�a: Land SurveyingBOZEMAN,MT 59718 OVERALL SHEET 15 OF 20
1 INCH = 30 FEET 1 INCH = 10 FEET H�" GLENWOOD DRIVE SANITARY SEWER 0+00 TO 8+50 PHONE(406)582-0221
ALLIED Geotechnical Engineering FAX(406)582-5770
PROJECT ENGINEER:CGB DRAWN BY: RFC LAUREL GLEN
«"• BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB A`o sEa��=Es.��_. S-GLENWOOD
I \\
\ a
' x
U
N
\
\
SAN SWR MH 129
STA. 11+51.1
` W
8" WATER MAIN
ROW
,
30'
/ 1
8" SDR 35 PVC SANITARY SEWER 00
GLENWOOD DRIVE °
W ,
z ROW --
10+22.53
W I STA:
4" SS, 36 LF `
to
- 3 '
PLAN VIEW-GLENWOOD AVENUE SANITARY SEWER
4775.0 4775.0
4770.0 4770.0
4765.0 4765.0
4760.0 4760.0
AN WR MH /}29
STA. 11+51.19
4755.0 RIM =49-37.7- 4737.46 4755.0
INVERT IN (S) = 4;32.44- 4732.26
INVERT OUT (E) =47-3�94- 4731.89
4750.0 4750.0
4745.0 4745.0
FINISHED PAVED EXISTING GROUND-
4740.0 ROAD SURFACE 4740.0
4735.0 ---_---24" RCP CULVERT . _-_--_- 4735.0
-- - --
- 392 LF OF 8" SDR 35 PVC -- -
4730.0 4730.0
SLOPE = 9.40% 0.39%
4725.0 4"X 8'X 20' RIGID BOARD 4725.0
INSULATION UNDER E
CULVERT AND OVER MAIN
4720.0 4720.0
INSTALL 16 LF, WIDE, 2" THICK
STROFOAM BRAN HIGH LOAD
INSULATION BYW OR APPROVED Y,
EQUAL. (MIN 11PSI COMPRESSIVE _
STRENGTH RATIIT
rn o0
0 0 o O 0 0
o 0 0 0 0 0 0
+ 0
+ + + + + + +
O O rn rn N
\/�\�`y � TJ I/\./\may,' L
�S-CONSTR �/ 1JTED
PROFILE VIEW-GLENWOOD AVENUE SANITARY SEWER
s
s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE NT PROJECT /: 00-185 SHEET
ADDED INSULATION CGB 1/9/ 33 0 30 0 10 q DATE: 9/2002
-, AS-BUILT RCQ 4/2005 =G LAUREL GLEN SUBDIVISION - PHASE I Civil Engineering 32 DISCOVERY DRIVE Q
# " - l �zm g g BOZEMAN,MT 59718 S-GLEN WOOD S16 0F20
1 INCH = 30 FEET 1 INCH = 10 FEET - - , GLENWOOD DRIVE SANITARY SEWER 8+50 TO II+SI Land Surveying PHONE(406)582-0221 OVERALL SHEET 16 of zo
°°�°PE ALLIED
PROJECT ENGINEER:CGB DRAWN BY: CGB , Geotechnical Engineering FAX(406)582-5770
,'°�•` BOZEMAN,MONTANA ENGINEERING LAUREL GLEN
DESIGNED BY: RFC REVIEWED BY: RFC sER���Es.���- S-GLENWOOD
A SAN SWR MH #29 W z
STA. 0+00 F-1
A 5 4" A SSA 36 LF5 4"
SS 36 F
31
SAN SWR MH #30 SASTSWR MOS 40 A
STA. 2+80.00 �
C7 ROW
WESTGATE AVENUE 30 ti 8" SDR 35 PVC S NITARY SEWER
A U
O O
O 00 11'1 O O O +
+ U
O
-8" WATER MAIN
ROW
STA: 0+45 4" STA: 1+20 4" I STA: 2+10.0 _STA: 3+00 4" SSA 36 F 4"
SS, 36 LF SS, 36 LF 4" SDR 35 PVC SEWER SERVICE (SS) SS, 36 LF SAN SWR - STUBS
36 LF W/END CAP. END 6' INSIDE STA. 5+15.41
PROPERTY LINE (TYP.) S = 2%
NOTE.
MINIMUM FINISH FLOOR
ELEV = 4739.00 THIS
LOT ONLY
i
PLAN VIEW-WESTGATE AVE. SANITARY SEWER
4780.0
4780.0
4775.0
4775.0
4770.0 4770.0
SAN SWR - STUB
STA. 5+15.41
RIM = 4742,61 4765.0
4765.0
INVERT OUT (N) _ 4734-49
4734.54
4760.0 SAN SWR MH #29 SAN SWR MH #30 SA SS MIH 3.1 4760.0
STA. 0+00 STA. 2+80.00
RIM = 37-b7-4737.46 RIM =�, 9-4740.15 RIM =-743.#474325
4755.0 INVERT I "
N (S) =„-32.14 4732.26 INVERT IN (S) = 4733..64733.52 INVERT IN (S) _-.r34-36 34. 0 4755.0
INVERT OUT (E) _ 4731.94 4731.89 INVERT OUT (N) =„46.20 4733.42 INVERT OUT (N) = 4734i6 4734.40
4750.0
4750.0
4745.0
4745.0
FINISHED PAVED _
ROAD SURFACE - 4740.0
4740.0 _ _ _ - - - - --- -- --
4735.0 -- - - - EXISTING GROUND 4735.0
- - r
221 LF OF 8" SDR 35 PVC
4730.0 7276 LF OF 8" SDR 35 PVC t 8" WATER MAIN SLOPE = 0.40 X 4730.0
SLOPE = 0.40 X 0.42% -18" MIN. VERTICAL 8 LF 8" SDR 35 PVC
4725.0 100 SEPARATION SLOPE = 8.4e %0.50% 4725.0
INSTALL-60-LF, 4 WIDE, 2 THICK
STYROFOAM BRAN HIGH LOAD
INSULATION BY D W OR APPROVED
EQUAL. (MIN 115 PSI COMPRESSIVE �
STRENGTH RATING m Y
O O O O O O O O O O O
8 N S N O N O N O Lo O + i
O O ± ± N N M M a a N a
PROFILE VIEW-WESTGATE AVE. SANITARY SEWER
AS- CONSTRUCTED
PROJECT k: 00-185 SHEET
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE
ADDED INSULATION CGB 1/9/03
D 3D 0 10 q LAUREL GLEN SUBDIVISION - PHASE I 2zal Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 S17 20
G
1 AS-BUILT RCO 4 2005 * - * Land S rveying BOZEMAN,MT 59718 S-WESTGATE OF
= 30 FEET 1 INCH = 10 FEET WESTGATE AVE. SANITARY SEWER - STA. 0+00 TO 5+15 PHONE(406)582-0221 OVERALLSHEET 17 OF 20
1 INCH
PE ALLIED Geotechnical Engineering FAX(406)582.5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC % BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB sE=nV�ces ���. S-WESTGATE
i w
W
� W
STA: 1+60.19 W x N
4" SS, 36 LF I4 T,
STA: 4+29.19 STA: 3+63,19 ST 2+97.19 STA: 0+05.36
STA: 7+59.19 STA: 6+93.19 ST 6+27.19 STA 5+61.19 STA 4+95.19 `� �. STA: 0+25.19
(4' S, 36 LF 14" S. 36 LF i4" SS, 36 LF ST 2+31.19 W 4" SS, 36 LF 4" SS, 36 LF
4" SS, 36 LF 4" SS, 36 LF ' /4' S, 36 LF 4" S, 36 LF 4" S, 36 LF I (+ 4" SS, 36 LF V2 I
it 8" WATER MAIN
- ROW - -
0 30'
a
r; 1
0
+ 0 B" SDR 3 PVC SANITARY SEWER o 0 0
SAN SWR MH #32
STA. 0+00
RO SHADOWGLEN DRIVE
W _ -
i
SAN SWR MH /34 60" N SWR MH #23.._1 /
STA. 7+67.43 R STA. 1+15.19 /
STA: 7+22.45 STA: 6+22.00 STA: 5+47.46'STA.S +90.04 33 STA: 4+02.461' STA: 3+22.46 STA: 2+42.46 / STA: 1+62.46 S I A: 0+52.46
4- SS, 36 LF 4' R 35 PVC SEWER SERVICE (SS) 4" SS, 36 LF 4" SS, 36 LF 4' SS, 36 LF 4" SS, 36 LF 4" SS, 36 LF 45 0 SS, 362 4" SS, 36 LF
LF
36 LF W/END CAP. END 6' INSIDE STA 4+77.5
PROPERTY LINE (TYP.) S - 2% 4" SS, 36 LF
PLAN VIEW-SHADOWGLEN SANITARY SEWER
4
4780.0
780.0
4775.0
4775.0
4770.0 SAN SWR MH #32 4770.0
TA. +00
4744.17 4765.0
4765.0 RIM = 474-338
INVERT OUT (W) = 49'97.oe
4760.0 60" SAN SWR MH 23 INSIDE DROP)4736.88 4760.0
�'33 STA. 1+1 4755.0
4755.0 STA. 7+6
S RIM = 43.�4s9t 4744.09
SAN S 41.2 MH 34 TA. 4+90.04 RIM = 4742,79 4743.16 INVERT IN (W) = "�1-4733.13
RIM =�2 4741.89 INVERT IN (W) _„��4734.86 FINISHED PAVED INVERT IN (E) _#�36.54'4736.40
4750.0 INVERT OUT (E) _-4796.02 4735.91 INVERT OUT(E) = 4734-34-4734.66 ,l ROAD SURFACE INVERT OUT (N) =-4j-35.6Y 4732.95 4750.0
i�
4745.0 ( 4745.0
_ - - -- - - - -- - - - - - - - - - - _ - - - -- - - -- - - 4740.0
4740.0 _ _ -- - - �- -
'EXISTING GROUND
4735.0 111 LF OF 8" SDR 35 PVC 4735.0
273 LF OF 8" SDR 35 PVC 371 LF OF 8" SDR 35 PVC SLOPE _ 8.49% 0.43% ,
SLOPE _-64AW 0.38X
4730.0 SLOPE 0.41 X 4730.0
4725.0
4723.0
o 0 0 0 0 0 0 0 c0 00
a o 0 0 0 0 0 0 0 0 0 0 0 0
In o 0 0 01 0 0 0 0 voi 0 0 0 0 0
+ + + + + + + + + - + + + + + o+ o+
E
s
3
PROFILE VIEW-SHADOWGLEN SANITARY SEWER JAS-CONST]RUCTEDP
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE O ALE VERTICAL SCALE t4T Nq PROJECT AI: 00-185 SHEET J
1 AS-BUILT RCO 4 2005 LAUREL GLEN SUBDIVISION - PHASE I DATE: 9/2002
Civil Engineering 32 DISCOVERY DRIVE ��Q OF 20
Lim BOZEMAN,MT 59718 S-SHADOWGLEN o
1 INCH = 30 FEET 1 INCH = 10 FEET SHADOWGLEN DR. SANITARY SEWER - 0+00 TO 7+67 Land Surveying PHONE(4%)582-0221 OVERALL SHEET 18 OF 20
ALLIED Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
PROJECT ENGINEER:CGB DRAWN BY: RFC BOZEMAN'MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY: CGB o�As�a sER���Es.��_. S-SHADOWGLEN
r
STA: 1+05.0 +
4" SDR 35 PVC SEWER SERVICE (SS), STA: 1+85 STA: 2+15
36 LF W/END CAP. END 6' INSIDE 4" SS, 36 LF+, 4" SS, 36 LF
PROPERTY LINE (TYP.) S = 2% ��
8" WATER MAIN
ROW
y+
SAN SWR MH #25
8" SDR 35 PVC SEWER MAIN 11 ro STA. 2+29.08
SAN STA.SWR
"21
0 30• GAIL DRIVE
ROW
S. l
PLAN VIEW-GAIL DRIVE SANITARY SEWER
4775.0 4775.0
4770.0 4770.0
4765.0 4765.0
4760.0 4760.0
4755.0 60" SAN SWR MH 421 INSIDE DROP) 4755.0
STA. 0+00
RIM = 4737.64-4737.74 SAN SWR M
4750.0 INVERT IN (S) =+7-26.76 4726.83 STA. 2+29.08 4750.0
INVERT IN (E) =+9'31-9�3 4731.80 RIM = 4;137.8;1 4738.88
INVERT OUT(N) =+7.26.56 4726.63 INVERT OUT (W) = 4732.6+ 732.68
4745.0 4745.0
FINISHED PAVED
4740.0 EXISTING GROUND ROAD SURFACE 4740.0
4735.0 4735.0
225 LF OF 8" SDR 35 PVC
4730.0 SLOPE 8.49% 0.39% 4730.0
4725.0 4725.0
4720.0 4720.0
3
0 0 0 0 0 0
O O ± ± N N
(\�/\/� '��,p- ���� �J�/\ PROFILE VIEW-GAIL DRIVE SANITARY SEWER
AS- CONSTRU �!./T wJl1/ o
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE T PROJECT B. 00-185 SHEET
1 AS-BUILT RCO 4 0 0 30 0 10 '� 32 DISCOVERY DRIVE DATE: 8/7/02
LAUREL GLEN SUBDIVISION - PHASE I Civil Engineering
* �cwAic. L� g g BOZEMAN,MT 59718 S-GAIL 019 OF 20
1 INCH = 30 FEET 1 INCH - 10 FEET ! GAIL DRIVE SANITARY SEWER STA. 0+00 TO 2+29 Land Surveying
�,�oers a PHONE(406)582.0221 OVERALL SHEET 19 OF 20
PROJECT ENGINEER:CGB DRAWN BY: RFC ALLIED Geotechnical Engineering FAX(406)582-5770 LAUREL GLEN
BOZEMAN,MONTANA ENGINEERING
DESIGNED BY: CGB REVIEWED BY. CGB Al`o sER���Es.�N�. S-GAIL
STANDARD CASTING AND COVER FRAME AND COVER TO BE EITHER CARD NO. 52441, MCI 305 FRAME,
305A COVER, OR IFCO 772 FRAME, 772—B COVER. COVERS SHALL HAVE
1' PICK HOLES.
FRAME AND COVER TO BE EITHER CARD NO. 52441, MCI GREEN STEEL POST
305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772—B FLAT SLAB COVER AT END OF SERVICE
C 7" COVER, COVERS SHALL HAVE 1" PICK HOLES.
ADJUSTABLE RINGS,
NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, 2" MIN., 12" MAX.
ADJUSTABLE RINGS, MANHOLE RING & TOP SECTION. AND AROUND SEWER PROPERTY
PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING LINE OR
2" MIN., 12" MAX. NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, EASEMENT
MATERIAL SHALL 6E "RAM-NEK" OR EQUAL FOR ALL MANHOLE RING AND TOP SECTION, AND AROUND LINE 1
JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. 24" ��
w<', OPENING SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT. BOULEVARD (TYP) 1
u1, JOINTING MATERIAL SHALL BE "RAM—NEK" OR
4'
2-0" •� S. PRECAST REINFORCED CONCRETE MANHOLE RISER & In N EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER
5"y ECCENTRIC CONE TOP MANUFACTURED IN Z^ PIPE AND MANHOLE WALL.
4'-0" o STREET SURFACE
.ACCORDANCE NTH ASTM DESIGNATION C-478. �C1 5' SIDEWALK GROUND SURFACE
MANHOLE STEPS TYP
MANHOLE 00,
°' AT 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER ( )
STEPS AT GROUT INVERT TO SPRINGLINE 0 AND COVER MANUFACTURED IN ACCORDANCE \ \� \� \ \��\�!� E,! \-�� , \ 1f
16" CENTERS o � �i \, \%� -
- - --- OF PIPE IF GAP BETWEEN PIPE i WITH ASTM DESIGNATION C-478. \�-✓�' 2 5'
AND CHANNEL IS GREATER THAN 1/8"-� z (TMP� COMPACTED BACKFILL
x PRE-CAST CHANNEL I J o _ AS (SEE SPECS.) t
am' < REQUIRED VARIES 6-
N a o (60" MIN.) (TYPICAL)
w I 0 —FLEXIBLE GASKETED JOINT
m z J 4 / z<I GASKETED TEE-
VARIABLE lM
SHELF—SLOPE 1" PER FOOT TOWARD 7w B B
a I CHANNEL (SEE CHANEL DETAIL) �'� p
—=ya a I FLEXIBLE GASKETED JOINT(TYPICAL
-7
FOR PREC T BASES — SEE DETAIL) w o 2" X 2"
WOOD
A m� PIPE RESTRAINT (TYP.) MARKER
CHANNEL DIA.OF PIPE 4 U
SERVICE LINE. SLOPE = t/a"
45' ELBOW—,
LBOW PER FOOT MIN., 1/2" PER FOOT
A A MAX.
#4 BARS — 1'-0" C—C GASKETED 90' ELBOW CAST INTO BASE SEWER MAIN
qq CHANNEL = DIA. OF PIPE
5(MIN-3I A. `�l 1
•-PRECAST OR POURED—IN—PLACE BASE. `
POURED—IN—PLACE BASE, MINIMUM CONCRETE A
--RADIUS OF_ THICKNESS BELOW PIPE IS 8 INCHES,
MANHOLE PRECAST BASE, MINIMUM THICKNESS IS 6 PRECAST OR POURED—IN—PLACE BASE.
SLOPE AT 1" PER INCHES. ALL BASES REINFORCED AS SHOWN. POURED—IN—PLACE BASE, MINIMUM IN LINE WYE FITTING FOR PLU C-;
FOOT CHANNEL TO CONCRETE THICKNESS BELOW PIPE IS NEW INSTALLATIONS.
FULL PIPE DEPTH 8 INCHES. PRECAST BASE, MINIMUM
THICKNESS IS 6 INCHES.
47 7
DIA. OF SEWER PIPE Stainless steel
r— Radius of —� all—thread rod, SERVICE INVERT NO
manhole 1/2" ➢1 LOWER THAN SPRING
SECTION A—A Slope at I'per foot' Sewer
Channel to full D Pe LINE OF SEWER MAIN
pipe depth.. FOR WYE FITTINGS.
DETAIL Manhole w°"
S2U SANITARY SEWER MANHOLE Epoxy grout rods DETAIL
C.O.B. STD DETAIL NO. 02722-1 Dia. of sewer pipe Stainless steel 3" into wall
I - pipe clomp S2O SANITARY SEWER SERVICE LINE
-- - C.O.B. STD DETAIL NO. 02724-1
r SUBGRADE OR SECTION A—A SECTION BB 9. THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND PRIOR TO FINAL PAYMENT AS
GROUND SURFACE
REQUIRED BY THE CITY OF BOZEMAN.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED OR NECESSARY
INSPECTIONS AND TESTING IS COMPLETED BY AUTHORIZED INSPECTORS PRIOR TO PROCEEDING WITH
/ SUBSEQUENT WORK WHICH COVERS OR THAT IS DEPENDENT ON THE WORK TO BE INSPECTED. FAILURE
L 2�DETAIL TO OBTAIN NECESSARY INSPECTION(S) AND APPROVAL(S) SHALL RESULT IN THE CONTRACTOR BEING
SLOPING, BENCHING OR STANDARD DROP MANHOLE
FULLY RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED WORK.
52o
TYPE "A" SUPPORT SYSTEMS IN THIS C.O.B. STD DETAIL NO. 02722-10 11. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE COMPILED
TRENCH BACKFILL AREA TO CONFORM TO FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT
O.S.H.A. REGULATIONS • GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR SHALL FIELD
-INSTALL DETECTABLE WARNING GENERAL NOTES: VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
L TAPE 18" MAX. DEPTH 12. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN—PLACE BY THE CONTRACTOR UNLESS OTHERWISE
1. THE CONTRACTOR SHALL NOTIFY OWNER, CITY, ENGINEER AND ALL UTILITY COMPANIES A MINIMUM SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN,
6" SELECT TYPE I BEDDING OF 48 BUSINESS HOURS (S BUSINESS DAYS) BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO THE OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION.
_MATERIAL PLACED IN 6" START OF CONSTRUCTION IN ACCORDANCE WITH MCA 69-4-501. CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER—THAN—ORIGINAL CONDITION AND
LAYERS AND COMPACTED AS TO THE SATISFACTION OF THE CITY ENGINEER.
4" SPECIFIED IN SECTION 02221, 2. UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS, ALL CONSTRUCTION SHALL CONFORM TO MPWSS,
FOURTH EDITION AND COB MODIFICATIONS TO MPWSS. 13. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL
TYPE I PIPE BEDDING PLACED SUCH TRENCHES SHALL BE CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS
T— 3. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY RESTORED.
IN 6" MAX. LAYERS AND
OF BOZEMAN.
COMPACTED THOROUGHLY 14. SEWER CROSSING WATER MAINS MUST BE LAID WITH A MINIMUM VERTICAL DISTANCE OF 18—INCHES
4. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY THE CITY OF BOZEMAN. BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. IF THE PROPER
TYPE 2 PIPE BEDDING VERTICAL SEPARATION CANNOT BE OBTAINED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE
TRENCH WIDTH=O.D. WHERE REQUIRED FOR 5. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. ENGINEER WILL REQUEST APPROVAL FROM DEC. IF APPROVAL IS GRANTED, THE FOLLOWING MINIMUM
OF PIPE PLUS 2' SOFT OR UNSTABLE AND 5:00 P.M., MONDAY THROUGH FRIDAY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, AND CONDITIONS MUST BE MET. a) VERTICAL SEPARATION MUST BE A MINIMUM OF 6—INCHES. b) SEWER
MIN. TRENCH WIDTH=3.5' FOUNDATION RECEIVE APPROVAL, A MINIMUM OF 48 HOURS (2 BUSINESS DAYS) IF WORK WILL BE COMPLETED PIPE MUST BE PVC WITH A NOMINAL LENGTH OF 20—FEET CENTER ON THE WATER MAIN. c) MEETING
OUTSIDE OF THE STANDARD HOURS LISTED. ALL REQUIREMENTS OF SECTION 38.32 OF DEQ CIRCULAR 2.
SECTION 6. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN 15. PER DEQ REQUIREMENTS, DEVELOPER/CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED,
NOT TO CALFAL CH ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS AS MAY BE TESTED PER DEQ CIRCULAR 2 STANDARDS AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO
N07 TO SCALE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A COMPLETED PROJECT. PROVIDE ENGINEER WITH 48 HOURS ADVANCE NOTICE FOR INSPECTION.
-SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION 7. ANY INSPECTION BY THE CITY, OR ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR 16. GRAVITY SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM D-3034, SDR 35 FOR
FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES PIPE 4"-15" IN DIAMETER.
AND AGENCY REQUIREMENTS.
DETAIL 17. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF
8. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER CITY FLEXIBLE SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE
520 TYPICAL UTILITY TRENCH REQUIREMENTS IN ACCORDANCE WITH THE MUTCD. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95%OF THE INITIAL PIPE 8
C.O.B. STD DETAIL NO. 02221-1 ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 7 DAYS AFTER THE TRENCH BACKFILLING AND g
CONSTRUCTION ACTIVITY, COMPACTION HAS BEEN COMPLETED.
REVISIONS DRAWN BY MATE NTgN PROJECT Iy: 00-185 SHEET J
NOT TO SCALE Q LAUREL GLEN SUBDIVISION - PRASE I : Civil Engineering 32 DISCOVERY DRIVE DATE: 9/2002 Q
��° ' SANITARY SE I LL_ Land Surveying BOZEMAN,MT 59718 S—DETAILS S20 OF 2�0
�,,,Pr SEWER DETAILS ALLIED GeotechnlcalEngineering PHONE(406)582.0221 OVERALL SHEET 20 OF 20
PROJECT ENGINEER: CGB DRAWN BY: RFC FAX(406)582-5770
DESIGNED BY: CGB REVIEWED BY: CGB rP BOZEMAN,MONTANA ENGINEERING Structural Engineering LAUREL GLEN
R. SANITARY SEWER DETAILS