HomeMy WebLinkAboutBridger Creek Golf Course - Sanitary Sewer NOTES MANHOLE COORDINATES
All construction work On this project shall be completed it
socordancs with Montana Public Mork- Standard Specifi-tion MH S=A. _ _5 - - �- ------ - - - --:-1-.- \NN
Third Edition, October, 1988, with Addend,,No. 1, August 199� PROPOSED
and City of Bozeman Modifications. MM1 0.22.39 _'327.L444 -2081.1724 r I SEWER _1
MX2 4.00.00 3346.91U2 1773.7447 - -�
The Contractor shall restore all roadway •,,face, to equ,l, 0. MH3 7.00.00 3571-105 -1529.5024
better condition than existed prior to excavation ea date.'etned MH4 9.46.2t'. 3664.1169 -1329.0077
by the Owner and the Engineer. A City of Bozeman tr., cut -5 13-00.OB 3674.653i -975:4447 �� `.\, g,ll�' 7 O
permit is required. MH6 17 00.00 36186 6'2 - 175.6922 Hn7 t rld$ i 5
MH1 21.00.00 3698.4832 - 175.7997
The lacetlon, depth and size of existing ut111t1es uhown on the-• MN8 24.00.a 3707.4194 126.06]2 ,4 \ S3
plane le-Pproximate. The Contractor shall veri[y thc•existence MH9 28.00.00 3719.3344 523.1897 \71.v •'M' , G ! 5 ?5
T
location, depth and •bee Of the e.pc-lee prior to construction. MN10 31+64.00 3731.9658 .3227
The Contractor shall be solely reeponelble for any damage .o the MH11 32.QQ.00 3]31.9658 96].]619 _ _ ` �,•` ��I�
existing facilities due to failure to locate them Or p-perly MR12 34.18.00 3732:6195 1141.8906 l _
protect them when their location is known. MH13 35-17.00 3633.6009 1237.]609
MH14 38.35.00 3808.SB22 1519.0892 •��
A list of representatives to contact for information reg�•rding MU15 40.56.00 3619.3567 1628.15fi1 .I 174fT tr
f ec Sl Stile to se follow-: MH16 d2+B8.00 3551.71fi8 I899.9071 4728T
MH17 45.47.00 34]8.7]]e 2099.0303
Montane One call System Dispatcher 1-800 421-5555 MH18 46.78.00 3352.0890 2131.4117 3(((��'� lI 4,f. _..-•-'�
MN 19 50.73.00 2992.8596 2291.8536
Montane Power Company Mike Cech S86 1331 (ext. 32151 MH2O 54.72.00 2628 7526 2460.4600 \
MN21 58.18.00 23Q5 1426 2650.0456 - `t-
US west Paul Gorie 585-2355 MH22 61-36-10 2185.2342 2932.7559 ___ I P •/ //,
(lncludirq Fiber Optics) NOTE CONTROL POINTS(CPJARESHOWNSFLOW TOGETHER
- City of Bo ze en WITH COORDINATES AND ELEVATIONS. 1
Water and Sawer Fred Shields 586-3321 (ext. 243) ' U I dM1
Mont
c of VICINITY MAP
ana wc p r. bq�;<• \
Tr-'-,on Robert Bukvich 586-9562 SCALE / +2000 o CA
7f.0
Fish, Wildlife and SEC 36J.15 C.31T. .,R.SE
SE , /5.,R.5 E. ' _�UWy d•-( _r�y1y)}
Parks Dick Vincent 994-4042
"�0_E�nm1+•�o`•
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Z 3
9: O
E,6AL1AT/NR/V Ld
LP//,RR SPINE 96 LLM W f
N 5314.7317
E-67.5670
jj
z a
MANHOLE I J w
O N
rBN 2A Z
NW COR,BRIDGE DECK I s 4 V
ELEV.4675,02'
TRACT 4 ONPLATTED C.O.S./353 4 all I W
C05 1498
h O277 06, o i
4-
5 noA•ISF Sq/' 3/B"KEBAB " CQS<!M CM.f` /f( �Ie C
EL OP.MC.5/8 RBA=-J/il
EV.46B? 7�'o P Z4g N 3961.0675 -
_ 229 B0' 23.67
1309.911' 908.35' dJ TRACT PB-/ DO
/ COS/353 a J6•p5,.E )!r /2,•
BO
PTA I-� SECTION -I
%// 40SEWER EASEMENT CP/O TBM71�� - �30Y ROAD ESMT
B9 N 3349.7137 `\ 3"FRB. p
23' / E 3.2337 C.P 60C NAIL EL46B5.3` `1
9 N 3153.4439
E 416,4886
�EL-4680 44' ` f
CPO 01
/C,1 101 NAIL \\
N 3154.3539 N3851.8 7 O 9fi AA. vi x -
E-2034.5/B3 O L.P 8-NAIL E 3B3/.8977 i5= ] m Q
IBM IF TRACT/ N 3087.8673 - --- ------� w O
60-DIAM.MH(EX/ST/�GJ COS/573 E 2003.0077 m m LL )
EGEV 4665./1(R/M/ yt EL.4696.?3 g O
TRAcrcL3 \\� Ti
\\ COS/221
W POST
CP? O MH
\\ N 255B,0795 Q
E J13/.146/
rta E 40 STEEL POPE W z
Q
FILL EO W/TH?OOO PS./ (� F
P. CONCRETE.POSTS ARE Z
NORTH OR EAST OFMANHOLES
\\ AT THE EASEMENT BOUNDARY /y O O
\\ PLAN VIEW ILU U
JJ
BR/OGER LK.DRIVE
O �Ba•' -J
O C.P Sod NAIL SECE11136,7/S.,R.JE. J�6 s4\ LLJ O W
N 2/80.3247 IN 4 ro ' MANHOLE MARKER POST DETAIL
E-1239.5673 5/8"REBAR ��
NO SCALE (n m
ELEV.4689.46' Y F-
BENCHMARX:USC.B6.S. B-493 N 2504.3605 E-
ELEV. E/569.2736 O O
NE FACEE OF OF COLUMN,
Y US NW /O OV ERP4550F qq r U
F- U a
J N
LEGEND NI7541804 Z W
29/9.00B0
TBM-BENCHMARK \l
E
O C P.-CONTROL POINT cac
G
m w
N
O
SCALE /"=3 m00' ,
300 ,00 1W
PROJECT NUMBER
2089.002-010 0310_
SHEET NUMBER
'APE NOTE:OPEN.CUT CR05S/N6 OF
_ -SFALANI MANLEY RO.SMALL REOU/R£TYPE I m
TRENCH EXCAVAT/ON(SEE STANDARD
-IINI BACKF/LL(MPW SECTION 0222/.OS/DRAWING OtZZI WAND TYPE A C m
CONTRACTOR TO SUBMIT TRAFFIC
UNPLATTED PLAN DURING PRE-CONSTRUCT/ON
\,{.J MEET/NG.
1 N BB°/7'JJ"E 205J.72'TH/S SHEET
-1NERMAS/P TYPE 310
FIBERGLASS/NSULAIION
OR AFPROVED EOUAL
/4"SEWER S ,0 4(r .E 33 LAPPED
MAIN 5=.004 (7YP.EACH SIDE)� MANHOLE MARKER /4B"CMP PROPERTY L/NE
P05TlTYP/CAL/ 0 J /NV 166B.B6' IDOL.F /2"PVC 1�
400L.F /3"PVC .TOOL.F
ALTERNATE 2 400L,F.11"PVC lS"PVC _---_.---4-—T JO
A,B. 353.72 L.F. /1"P✓L \ J —
INSULATION DETAIL — 2O _ _— — — — — p
/S -- � _ ——•NN 7 MN 9 - 2
~— STAB21 f 00 STA.2B+00
_ MN 6 STA7 00 STD.MN W/ECCENTR/C CONE _
PJO - -- --- MN 3 STA 17f 00 STD.MN W/ STD.NN w/ECLENTR/11 CONE 30'SEWfR —
STA.lJf00 STO STRA/GMT NH FCCENTRIC CONE St.F B PVC EA H LAPPED EASEMENT
15 / STD.STRAIGHT MN rl.l
S• 004 l7YP.EACH 5/DEI _V 4669.76 JMOVED 48�LNP-C.:!.S. a9B Y�61 / Mh4 I NSTALLED 56L.F.OF 60"CMP-,
ST4.9+46,2S W
/ STD,STRAIGHT NM
ACCESS ROAD BUILT WITHIN ESMT.A.O.
d PFROX/MATE COCAT/ON,
J"PLASTIC GAS LINE
\ �
9 c
B / p
MN S TA.Oh22.39 it's IC
MN 3/ STA.7f00 2
COS /573
INSTALL NEW 60"DIA.MANHOLE �( 1 STD.STRAIGHT MN >> TRACT l
W/FLATTOPL/DANO 24"O/ 09 B�f W
A. S
ECCENTRIC OPFN/N6. 30 50
a5 /, i
1 / J
j MANHOLE MARKER/TYR/ jz pill
'I
o INSTALL 60L.F. 14" P1j /ST.f.1 f00 I ,
`s RESTRAINFO VO/NT 0/P ER / STS.STRA/6HT NN
AT Sr 00023 5E� TYPE B'RE Al, 1 V
6t yf / f4G/ BALKF/LC fXCFF7 I I w w
AS NOTfC W W
�_ �
INSTALL 3/7 F.6(L. OF/S"SDR J3 PVC AT S•0 J.002J. _—
/ �I 'x
/ 31� W7N 4`ROMAK"SO/SCOU LI NG OR APPROVED I-OVAL.
82.39 W W 1¢ W
SEWER MAIN
B"OF 6"NINE'5 GRAVEL
IS
/ NOTEACCf55 ROAD TO EXTENC '� b
FROM NEW MH 4 TO NEW MH to � y I•
? NOTES '^ In Z J x
4�1j0I STANOARO S7RA/GNT MANHOLES SHALL COMPLY F: z S
WITH CITY OF BOIEMAN DRAWING 02722-2. O
'o EXISTING MN ^ a r� eo :A o f A u 0 Q S
/0 STANDARD MANHOLES WITH ECCENTRIC CONES ACCESS ROAD DETAIL VJ .,s
SHALL COMPLY WITH CITY OF BOZEMAN DRAWING W M
f,P 02722-/. h a
,rf NUT Til SCALE
DITCH CROSSING SMALL `fo. qT STATIONS 2 f 00,J f00,1/00,6fOO,B f00 AND NOR. SCALE-/"•/00'
BE wi7N 14"RESTRAINED JOINT °'s 9f00 CONSTRUCT B£NTONITE CUTOFFZONE. VERT SCALE /"'10' O
DUCTILE IRON PIPE
EXPOSED PIPE TO BE/NSUL ATED.
SEE DETAIL THIS SHEET
OO AST ASF t _ - - __ - - - - - - _ - -
Of - - - -
SfWER --
fly
POL YET _
CAST/fflii
wm
e �
4680
1 B
4670 O Z
4670 _ _ - - - cr O Lu
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PROJECT NUMBER
Eli 3-2
in
_ _ 2469.002-010-0310
-- - - SHEET NUMBER
/
0100 2fO0 4+00 6+00 8f00
/p+pp /If00 /I i00 I6f00 /8+00 20+00 22+00 24+00 26i00 7Bi 00 O
/ N
r / /
Z
NOTE
THE CONTRACTOR AND THE OWNERS Z
H +1 REPRESENFATIYE HALL SUBMIT A SEDIMENTS yy O
S1D.MN W CC CONE AND EROSION CONTROL PLAN JO DAYS
X >
RIM ELF V..a6885 PRIOR TO CONSTRUCTION AS REWIRED BY �' 'd
INV IN.4678.7a CONDITIONS OUTLINED IN THE 310 PERMIT 1 a tt
IO STUB TO NORTH, INV OUT-467964 // APPROVED FOR THIS CROSSING-
S LF.ID•PVC 5DR35
CAPPED, S-291E INSTALLED�Y x4'.XY S ! I;�'.•;'r Ct_1__
STUBBED A TO N.E. �► ---
-STiC7l�� ANO CARPED
flN
H W/ECC.:ONE �{
LEV.468:.9N.46]4 2<�M 61`i131 LF 12"DI U, ///---30'SANITARYWT.467�.937 S�� \�SEWER EASEMENT
STD.MH W/E CC CONE 51009 As
�I RIM ELEV.-469H19B.S4
INV IN-468P49 79. \ O
INV.OUT-4669AW 7941 �'�• STD.MH W/fCC CONE m
Js•�V' `{ _ ��B? \ RIM ELEV=. 9 94 40V NN 79A STA.5,11 BO 4
3/ 7 r'"E� .4#'#u''AJoi \ INV IN=411 84.7 STO.MN W/ELL.CONE e Q
?` "A s� + 1 83 1 ,yY�70 INV WT=46B5-BT B4 S
MH A 1 / \ �STDMH W/ECC.CONE �\ r IN/V 0V z 4688 0486 N ^
STD. STRAIGHT MH /6.L / RIM EL V.-a685.9 /
RIM ELEV..4679.0 / / INV. IN-4678.0] 15' op INV.OUT+16B794
INV.144673.55 L� �j `� INV OUT-467797 �` 1
INV,OUT-4673.45 30 SANITARY
SEWER EASEMENT STD.MN W/ECC CONE _ x�\
INV.IN=4676 60 \ 33
�
BRIDGER CREEK I NOTE
5464 A.• I• I ') ACCESS ROAD TO EXTEND FROM NEW MH 1� TO NEW MH 17 \... DRIVE
+ AND FROM NEW MH 18 TO THE WEST EDGE OF THE
STD.MH W/ECC CONE �� 57,� 60 FT RIGHT-OF-WAY PROPOSED FOR BRIDGER CREEK DRIVEEH\
STO.MN W/E:C.CONE _ \RNA Elf v.=4680b�6� _aa G
INV IN-467f63 TP 66 / RIM ELEV..4662r69-B.BB A,a'1 \ �5 \ � 5'SEWER Tu 000
✓T n-
INV OUT-46,'r FP. I INV IN-4671.13 -
/ `INV.OUT-4E 73 03 _. _ '$a \ I v-r
q I+ 1 Y
STD MH W/ECC.CONE w w O
-m-P
NOTE'. ,6(t/f4 '.� MH 20 STA 4+ RIM ELEV.:a703.25 Z Z T 1 I
THE CONTRACTOR AND THE OWNERS\ ` ( STD.20 W 54.72 JY _ - 5t J _ B'INV.IN-4692.17 Q S rp O^
REPRESENTATIVE WALL SUBMIT A SEDIMENT \ RIM ELEV=4697 7 _ 10•INV IN.4692.03 Z
AND EROSION CONTROL PUN 30 DAYS �//y5 1 \ � �• / INV IN-4690.34 � + sss'•T' E�_! "INV. T.4 91.90 w u tt m Ol N
P o rn
-PIOR TO CONSTRUCTION AS REOVIIREp BY / \ \ INV OVT-4690 24 vw< - 5'SEWER STUB
;WDITIONS OUTLINED IN THE 310 PERMIT._ 1 I ! - MH t TA SB+16 _
STD-MH W/ECC CONE
-PROVED FOR THIS CROSSING /�f \ 79 LF 12"DIP 1 '•` RIM ELEV.-4701.9
TYPE I TRENCH \ - INV IN-4661900 P E O
RACKFILL EXCEPT INV.OV T- d
\ AS NOTED 9'C+6`MINUS GP,AVF.I OI
46 4A4 k. \ CONSTRUCTION OF BRIDGER CREENSED SE DRIVE.
OPOSED WATER
WIER
i' Sm MH I 5// 1 �"W �•_ pr\ r\ 1�F- MRPROVEMENTS ARE NOT AOPART OF THIS
�`J•"(� RI ELEV+46]860OUE AI.I_EJS I\VAV DFTA PROJECT.
INV.IN-46iY.-A 7P 30
[- V INV OUT.46742+7P NOT TO SCALE Q
of•i INSTALL 79 LF 12�DIP
� LEG[Nam[
o SS STA. SEWE+LINE STATION CONNECTION TO EXISTING SC =100
x
QO ----W----FUTURE WATER MAIN PROFILE.
----SS--=FUTURE SANITARY SEWER MAIN SEWER SYSTEM HORIZ. 1"=100'
—SS--=SANI"ARY SEWER MAIN VERT, 1••=1O'
STA. 30+00 TO 61+36.10
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?Bf 12.002NO2RP SDR S PV ' SN RV a" o OC>
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EXISTINGZ GROUND
W hPPROX LOCATQN N U)a ;O� wdLuLdpo
-
FUTURE 8•WATER /wx� Z
= m tt MAIN v EaJ Z Q
Q z
� a Q �F 12 OU•SOR 35 F✓� '�;225: 31 12.00•S •- - �' U
n�6EJ � DR 75 P m
�Q4+ 55+00 58+00 57+00 59+00 -59+00-._ - 60+DO 6140D
e
<. PROJECT NUMBER
^ gn ro Y o 8 2089 DO 010 0310
m 'R °' r ? e m m - ¢ m ry r n ♦ n N g h o a n �p C� m N ubi + n w o b m a n0 b SHEET NJMPEP
__ O. �, N (v Mi h • m t0 v m� aD amD- m m m aD m R16
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W 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+DD 40+00 41+00 42+00 43+00 44+00 45+00 40+00 47+00 48+DO 49+DO 50+00 5400 52+00 53+00 54+00 55+00 56+00 If I U%PB.DWG