HomeMy WebLinkAboutSanitary Sewer Imporvements 1988 SANITARY SEWER IMPROVEMENTS
FOR
fir_ �_______ ___ -__ -__- ,
lispell Glasqo�
-- ----- 67 1
CITY O F B O Z E M A N
r r at Falls �j
0 T 'A N �A,
ssoulo 87 Gleriqive ewisto
B Z E M A N M O N TA N A
9
H LENA L
Miles City
PR PQJECTT-j 94 INDEX OF SHEETS
T r
Butte _
_4 Billings - -------
/tit� Boil an f go
NO. DESCRIPTION
212
Dillon
1 COVER SHEET
L LOCATION MAP PREPARED BY: 2 PLAN & PROFILE 0+30 TO 14+00
lV 3 PLAN & PROFILE 14+00 TO 28+00
CITY OF
13OZEMAN
41ONTANO' 4 PLAN & PROFILE 28+00 TO 39+80
kx MCA AMMIATEN 5 LOGS OF EXPLORATION HOLES
p
PROJECT SITE P.O. Box 1090 Bozeman, Montana 59771
Billings, Montana & Sheridan, Wyoming
LEGEND
(EXISTING TOPOGRAPHY)
(EXISTING TOPOGRAPHY) (EXISTING UTILITIES) (NEW UTILITIES)
i CURB B GUTTER
TREE FIRE HYDRANT FIRE HYDRANT
>1 VALVE E
.. . ... T OR ALLEY
-1 TEE
CENTER LINE STREET TE V
SPRINKLER IT APPROVED BY
CD BUSH 1 . . . . SURVEY LINE CROSS T 11 CROSS
FENCE
PARKING METER
R/W AND PROPERTY LINE W{ TEE OR CROSS PROFILE F-C-i TEE OR CROSS PROFILE
1-1 90* BEND
-C-1 90* BEND
7_7
0 PROPERTY MONUMENT BENDS --I BEND
2 CENTER LINE STREET MONUMENT
D REDUCER D REDUCER
LOT NUMBER 0 STORM DRAIN INLET w MANHOLE
L MANHOLE WATER SERVICE
POWER POLE (OVERHEAD) TYPE I SURFACE RESTORATION
j
UTILITY POLE (OVERHEAD) o-- WATER SERVICE SANITARY SEWER SERVICE
TYPE 11 SURFACE RESTORATION
SIGN GAS SERVICE —SAN— SANITARY SEWER LINE
DRILL HOLE SANITARY SEWER SERVICE
WATER LINE
IE LIGHT POLE —SAN— SANITARY SEWER LINE —5Tm-- STORM SEWER LINE
—sTm— STORM DRAIN LINE 3 GUY WIRE STORM DRAIN INLET
PROJECT NO.4M229.104
--CATV--UNDERGROUND CABLE TELEVISION NG— NATURAL GAS LINE
--uGP-- UNDERGROUND POWER LINE WATER LINE DATE: SEPTEMBER 1988
14 A,fl, ;1P,1
E"c --UGT-- UNDERGROUND TELEPHONE LINE SET No.. AS BU I LT S
SITE MAP CONCRETE SIDEWALK OR PAD
Copyright @ 1988 HKMASSoCiateS, All Rights Reserved
i
0 PROVIDE _ EST
a
0ONLY, SEE NOTE L AT EFT
O I O
NOTE: SEE INDIVIDUAL MANHOLES FOR REQUIRED > r
STU16 LINES) EACH CONSISTINCa OF 2 L.F. OF 8" ice- o m
SANITARY SEWER P_0.4% POSITIVE GtRADE. WITH a
CAPPED ENDS. �30If / Q
W c
WHEAT ) w �/ ---------------
Y
comm.
SUB. IZJ
Z aCa
J 01--cow E a-
OW
_J tPvW �C W � PROVIDE STUB LINES AT EAST#WEST-� �/� / i�� I`� 30 O Z
s FS AS PER NOTE ABOVE '
W In ''�\0, Ip —1'0"MARKED IN RED.
0 0 Nd / i� 30'WIDE UTILITY EASEMENT + 61
2 Cu W5 �� / ��� 0 °f
MARKED IN YELLOW. m
R\ 60'WIDE TEMPORARY CONSTRUCTION
WHEAT TEST PIT 101 ��/ ' / `NEW 10'SA-NITARY SEWER EASEMENT. y
DRIVE -- TEST �� 9P� �� Z = ,—3•P SCHEDULE�STEEL v'
.qo• — -------------------- PIPE FILLED W CONCRETE. m
I
SURVEY LINE ----- 14'30' � CTRADE m Z
W .. 10 �i�' ._...IL- -_ IL cWc
" SAN L
IS
W� 111Q
�. CUT ARID PLUG 6" LIUE TO w71 Z
LIFT $TATION. FILL MH _-_---_----_--- 192'bS4(."
SET PIPE IN CONCRETE.
... BOTTOM TO INVERT 4(.97-a7 LXLL E�EVATIoN� RELgTIVe To TP�nil j} �5z //� o Oa
WITH CONCRETE (SEE I1P
CH ANIN EL DRWG.NO.02722-5) N.V�• FLANGIE 'JUT-kJ H`fCJ R.4AJT 4T 11JTEiZSFiCT pLI ''� NOTE: THIS DETAIL APPLIES �~ WO
LIFT— I:I:�.:: INSTALL DROP MH LINES OF wI4E_A.T r?IZIV= Ar,VNIA00=-VILLS• LA.KJF-o471I -1 TO MARKER t�STS FOR aZ J0
STATION. .: TO EXISTING MANHOLE ON a," UNPLATTED MANHOLES IN OPEN LO LL
2'CONDUIT. FIELDS.LINES SOUTH ANO EAST. 2
."i10.29 C5EE MANHOLE DRWG.NO. 02722-1) 2-
NOTES: I) CONSTRUCTION MUST BE PONE WITHOUT ir CL
INTERRUPTION OF SERVICE ON WHEAT IZ•
10 DRIVE. Z a0�
2.)POUR NEW FLOW CHANNEL SHELF IN ° 'z0
EXISTINCa 8-FT. DIA. MANHOLE @ STA. Q
0+30.2 MARKER POST DETAIL ° �N a�
NO SCALE `//}r1
`m
cc
o
PLAN Z
Y
50 0 50 100 Contractor shall notify all utility companies and determine a U)
scale feet exact location of all underground utilities before commencing work. Z
In PROFILE cz
t Y HORIZ. 1'-50' -- -- _- h
V E RT. 1'=5' 3 4715
4715 `n 0 t� In a - -< 00 w
x
2 a •
W N V v O LL = F = 0 Q'
X
O
Z mF W 2 4L W ; W I
4710 CKN i Cf Z N1111 2 q0tc 2 =tt L_
4705 _- -- 14705
C
4700 l------ _ — — _ EXISTING POUfJD F 4700 In T
Cr
Uj
ca
4695 --- -_ _ N 4_695_
FILL w/CONCRETE I - -
FORM NEW SHELF I d C `
INVERT t a dkA
O N
3(. DO L.F. OF 10'PVC SANITARY cC L
SEWER AT F O' 1 , G
4690 INV.N=4697.07 INV.S=4(u45.39 1 4690Am
INV.E=4699.77 4,2,97.4e INV.N=4L95,19 402.L,F OF 10"I-VG SANITARY
SEWER AT 0.60% +IIWV
b9Z_80 I —� N od
INV. 5=4702.O�j 4697.47 INV.F. W.=469=3� 692 ,a0 377.50 L.F. OF IO" PVC SANITARY Ul V O
If E.4W.=4fo92.80 SEWER AT O.s O.7. J 2 = m
4685 INV.S.4(e90.71 r/ - 4685 cc
INV.N.4Co 90-51 C
INV. W.=4690.11 'Z2 L.00 L.F.OF 10"PVC
SANITARY SEWER T &A O) (Q
AT 1.087e 0 G
r O
4680 _
- - - a 4680
r - O
—}-
4675 -- 4675 d m
-�-�
Sheet No,
BEUDINC.-T E I 4 E5ACKFILL- A.
4670
0 1 2 3 4 5 6 7 9 9 10 II 12 13 14
of 5
Copyright 2 1988 HKM Associates, A11 Rights Reserved
ASBUILTS
v
N N
T
NOTE: PROVIDE A STUB AT WEST SIDE OF MANHOL-ES AS ° Co
INDICATED ON THIS SHEET EACH CONSISTINCa OF 2 L.F a
OF 8"SANITARY SEWER LINE 0-0 0.497% POSITIVE. GRADE w� Q
CAPPED END,
v c
0 0
Y r�
J NI r W y Z • Z V cc
0 3: n�
tr 3
r
2 Ill Z tr Z Z
3
---
�4P
STUB AS t.{OT1_,D ABOVE. STUBS AS NOTFSJ ABOVE. A
v STU6 AS NOTED Af3oVE:
-- ---- — _-- ___--SURVEY LWE ___—__---__-- — _---- -- is, —
W
10' 9 SAN 10' SAN w
w
———— ---— ——-- --- —-- —— — —---- -- -- ——— ———— fEXISTING
—
rn W
--------- -------------------- --- ----- ---------------- w ��
7T ------------------- ------ ----- --------------
TEST PIT NEW 10"SANIT.�ItY SEWER 15 0 OLQ
15100 LL--30� C'/4 CORNER �^ r WO
GROUk10 WATER ELEV.=4681.9 30'WIDE UTILITY EASEMEIT q(e O Z —J0
JuNE 24.19s6 Q CO LL ++
4n0' WIENDE TEMPORARY CONSTRUCTION / Q L
EASEMT. OVA, 0 cc 000
O
ry A W Z otf
O z �� ZO
J W Q +
C/5 N a
>-O
cr Co
—z—ate— Q
o F-
N
PLAN Z
50 0 so 100 Contractor shall notify all utility companies and determine CD
d v'
r exact location of all underground utilities before commencing work. Z -
scale feet U 9 _
PROFILE K"P v °
Lit - d
HORIZ. 1,-50' 3 v y
4700 r VERT. t'=5' co ID
Lin ` 2 0 IL
4700
p- d d X a WE = dtnd J^-��I,,r
tv 0v fly? �� aQFp IInn� 03W0 �-
,� 2, �aa �3 t3 a altnnaA:
4695 W W - W rfr aN OC NO m-0 p P-
C)
2:Ti
Z'�K 2 Ni ; N_ �F ..?d F; _.2' N Y
G
NAL E
4690 W — 4690
W -
fEXISTING GROUND 1
— ----_—__-- 0) o
4685 d - ` - -- - 4685
W 1179 LF OF 10" PVC SANITARY IWV.N.:¢b1+^ 9'7w L Z// \ \ I
4680 J sEER AT Og7 N
INv w.�44e�.{7 j =_ \\` ` — I — 4680 Co
r _
= IIL,�gg RY e,LC Oc 10"PVC SANITA ' O O
pEWER AT 1.0t% ` N
V }I INV:S.=4leBl N4 (lJ I \ r�� CO)
Q INV+KI 46BI ;,4 I `�� _ W 4675 f6
4675 Nv.w.=4(o81.! 4 -- A E
399.5LF OF ICY PVC,5Zk1rrA.RY I O
5EWER AT 1.74% N
4�74.9 I,&S
4670 m
4670 - - — -
1 INV,N.�4G 74.70 O C
I N V.W.=4-&74.9 0 __ v
OF IO"PVC SANITAR; r C
4665 SEWER AT 1,7 1� 4665 ' � X
� O rn
INV.S�4mCV.N.=44660 — NV.W.=44660 M d191E OF1 •PVC 17 0 Sheet No.
-
4655 -
4655 3
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
lit. of 5
Copyright @ 1988 IU(M Associates, A11 Rights Reserved
ASBUILTS
1
v
° o Io
l!n _O M Is
NOTE'. EXCAVATE AUO DISPOSE OF N �' Go
OLD CONCRETE ROAD SLAB 7" -3 o
J THICK ANO UUKNOWNI STEEL CONTENT, Y as
< EXCAVATE TO REQUIRED TRENCH WIDTH
f�N LY PAYMENT MCLUDED IN > Q
W SEWER MAIN UNIT PRICE W
m
W y O
Ir ly W N J 1Y o
W
2 " 0 F a : F d cci.o a Do N. 0 ? ° L , o
31n a TC1 3 +CD 3 , Fn �0-2 3 FA + w
W W N tc 7 W In 44 W I- III I-it 3 W q w f0 x Q z
] M F In O 7 2 to e) 2 In F m 1)7 7 M I- in W m
v
NOTE: PROVIDE STUBS AT EAST Q wE5T + m
SIDES OF MANHOLES wlo 4ib if WITH r.AC:H ?' T
STVB GONSISTINCa OF 2 L.F.OF 8"SANITARY �!y
LINE129 0.4-%POSITIVE GRADE w/CAPPED
30' END. `� 6K O
--SURVEY LINE____--- _ —__ g°J —____ rK
L
____ / SEE ENCASEAAENT CONDUIT
5AN Iq SAN 12 SAN 12" \� l AND TUNNEL LIVER F
SEE ORWG. NO.02470-1 w
rn W Q
—_—T_.-_ __—_ ------- _ \--------_—__---_ R" SnIJ ITARY O
_NEW
}L 30� 30'WIDE UTILITY EASEMENT Q �,</ �� N \ \ \ \�\ ,/ / �� Jwo
0o
NEW 10" SANITARY 5EWER N /J � v� IL � +
In Cr
Cl)- 60�WIDE TEMRJRARY CONSTRUCTION M 'J P / / .i CFI" `� �,y
EASEMENT. � <r R' - ,� cc EL O
Q-0 9 Ion,C' T// EXISTING TWIN 20'SANITARY W Z .6~
SEWER LINES. Q O
�'('O J Q+� M�G.1% O^ \ Z Z 0
O fn W a 00
N
a >-O
Lr m
F_
y 1\
PLAN >�� ,�v 3 z
50 O 50 100 1 Contractor shall Q notify all utility companies and determine
o U)
sc.ne feet exact location of all underground utilities before commencing work. z
PROFILE n f W
0 J a`
HORIZ. 1"=50' < o F = -- ---T--- --- --
of
4680 r.1 VERY. 1"=5' n d firF J _ r (; d o 2 4680
? y fiS F _ 2 J IfIL9 x V (� 3 2 2 Z Z y NT'n,r,
m 3 �• 3 �*" 1 0 +F �O - Y if nrn � JF ix Neu y
O w W In -.� w aw o- 17 -
4675 Z.ME � Mt(; 'm (�_.AV -..2 n.Nl K If) �< Z mit a �. 7 W V) - --- -
� �i u' m �[ q � m 4675
to
4670 W - -- I 4670
_... _ i. _
w fa
4665 - -- \_ / �_ _ _I_ _ - - 4665 I In 0
c0 - Iz
EXIST11.1G GKC)UI.11) _- -_ _
4660 J - - - - — - -' / 1y- 4660 C
ccO
(1 3T9 LF 01' IO'PVC SANITARY
I SEWER AT 2 -7a \ I , U)
4655 —s I 6�,LF OF 241 �r I - 46SS � (0
STEEL CASImr. - - -+__ _ - _ _ _ __ - _ i` i ca
PIPE, �Ioi• / N
INV.5.-4053•'�� 60 LF O _ _ � N
L ------ 401 LF C)F 12"PVe SAWIL+.AY — �� 24"STEEL 1 j O
INV.1,1.=4(n57.t30 SEWER AT O.f3'jry CASING ! -- /— m
4650 INV E. W.=44,S 6.�V N $=4b54.13 f3 PIPE -- 4650 —' @
INV.E.}W.= 54.-0 `�` v O to
INV.S.=g451.13 NoT6: IrF•y I■Rc>M
IBS.Z L OF 17. PVc SANITARY INV.U-=,4660.93 I MH-1«TO CAgINCI- I _. _ ..'q p C
SEWER 1.1.'• g
-. _- - - - }- _ -- -'------f cLO-A.o LF OF9�12."D.I IN = 50.0�
r `LO
4645 4645
-D,v:u=4G-F9.'9 ' X
SEWER
O
I 04.0 LF OF 12"D.IP-/ ,� m
LASS SZ SANITARY C
EWER AT 4.IS
r.� _
4640 4640 IIII� m
INV.S=4645.49 --.
�-- -1-- -- -_. _ ' I - Sheet No.
f5E.PDl NC,-TYPE 1 � EJACKFILL-.TYPE A. t -- - -- - --- - - I -
4635 4635 4
: I
28 29 30 31 32 33 34 35 36 37 38 39 40 41 42
of 5
' Copyright E 1988 HIOM Associates, A11 Rights Reserved
ASBU ILTS
I
(TP-101) (TP-102) (TP-103) (TP -104) (TP-105)
TEST PIT No. 101 TEST PIT No. 102 TEST PIT No. 103 TEST PIT No. 104 TEST PIT No. 105 o m
(ELEVATION 4704.80) (ELEVATION 4C.93.20) (ELEVATION 44s(e2.10) (ELEVATION 4(a57.80) (ELEVATION 4(n55.50) as
De +h DCP+h Oep+h DeP+h Dep+h 4:
-;sc (let misc. (F+) (F+) M. W N (FT)
TOPSOIL;with organic TOPSOIL _- TOPSOIL;with o n+rga �c - TOPSOIL;w:fh o gallc _ TOPSOIL;w,fh n g
matter mat ter C
-_
mat fec --- matter _ y o
1.2 SILT;ME;s/ghfvy most fn 1.3 -= Y H
_ L6 WELL GRADED GRAVEL -
ve' mo�sf sn/'f-f)im,A hf SILT;ML;s/ghfy most(LO-q.0), L5 POOLY GRADED GRAVEL WITH - _ _ WITH SAND; GW;moist, r K
y 9 moist(4.0-9.5,),very monsf SILT AND SAND;GP-GM; 20 _ SILT; ML;s//yh,'ly mo:af, co pac{,d rk ye//ow broa.•n,
yellow brown,increasing (9.5-//.0),firm t0 sot'",/9bf moa f,comf+act-dcnse, Cim,/ghf ye//ow brown, 6% cobb/ss 6"ta 8"in
moil lure with dap fh.N brown,, no Sa/fs presen{ /iyhf ye//ow brown,47
salts Pres�n f. Roofa of rounded bou/des 3"-/2" 3.0 salts abund of damefer.
4 fbet. WELL GRADED GRAVEL 1p -
*IOiracf sheer nn She/b S.O * N t.SA D- 10% diameter WITH SAND;GW;moist, O Z
Y 2
Tube Pya. SILT AND CLAY•g0% n IO.Q Compac f,dark ye//ow brown,
!�_?4. 4.5 POORLY GRADED GRAVEL WITH 3%rounded cobb/es 6' 'o
!� 22.0 S 0.0 P.1 54 S SILT AND SAND;GP-GM;wet- * 30 5 o domeler 5
O'y ✓ni{u,{•95.2 f' safurored,co Pact-dense,
P` MAX bJ=107.1 PcF 01
17.3%O +.MC= /ghf ye//nw brown,4 Y p
p 6.0 POORLY GRADED GRAVEL
SULFATE CONTENT=<.OI% rounded bou/days 3"-/2"
diamcter, n Sfa,n.9 +g WITH SILT AND SAND; �I
TO 7 9.0 ve.y moist-safuratad, Z
POORLY GRADED GRAVEL
+5 -GRAVEL 73% WITH SILT AND SAND, c w
o� brown- 3% o66/es 8" �- (n
T
8.0 WELL GRADED GRAVEL SAND = 2L2% GP-GM;
/gh{yell w brown,) n s w W Q J
r. d emefer w 2 Lu
WITH SAND; GW; very moist SILT AND CLAY-5.8% 3%round d cobb/es G" °0,°° * MINIMUM ELECTRICAL Z O
_ fo wct,compact{,d rk 3"in OHM-CM. O<
3 brown, 31 damafa r, nccasnnn a/6" e t, OF 10 GAGE METAL V
Z cobb/ea diamatec diameter. RESISTIVITY=4320
PI = 8 O Z
Io I q sY° m YEARS TO PERFORATION W
Io COBBLES>3"OIAMET ER=IO
^ Z O
Lei o`, * 1C.V
GRAVEL-rat% C
_ > 39. O Q
11.0 WELL GRd DED GRAVEL Y•` SAND =26.3% C
SILT AND CLAY=17% C
F.I WITH SAND;GW; wet fo _ O
- Se>'urafed,, compact-d nee, w Z J
darA brown. Q d
o W w
(n N O
W
off[O U)
Co
Q O
a J
1 to Q N -
w m In J I m �r Q NOTES ' Z
,G � t- I WATERN R H v
LEVELS SHOW NOW LOGS ARE FO TE Q
K c F M y G DATES GIVEN ANO COULD ME SUBSTANTIALY
d + E Ig V w HIGHER OR LOWER AT THE TIME OF CONSTRUCTION. Z V/
7 = #
2.TESTS CONDUCTED ON THE SILT INDICATE SAFE �
W TEMPORARY BACK-SLOPES TO 13E 2.5'.1 a'
m v —TEST PIT#104
C F- 3. SOILS CONDITIONS BETWEEN EXPLORATION 0-
C /37+78 HOLES COULD VARY FROM THOSE IDENTIFIED
� a ON THIS SHEET.
# �5E00 PIT#102TEST PIT#103 av? e/
- TEST PIT 105
wuEAT DR.
r'
TEST PIT W 101
O 10 LOCATION MAP
J r- —
w
J 200 0 200 400
J
scale- feet ~ C
D LEGEND Lo o
2 V
NT NO TEST ON SAMPLE �=
N C
we RECORDED GROUND WATER LEVEL (DATE AS SHOWN) C Co
C
TD TOTAL DEPTH `
N NUMBER OF BLOWS REQUIRED TO DRIVE A STANDARD 2'INCH TOPSOIL I ccO N
DIAMETER 5P-IT SPOON PENETROMETER 18 INCHES INTO u G
THE SOIL BY A 140
POUND HAMMER DROPPING FREELY A fiillilt
DISTANCE OF 30 INCHES. (rot cm.eded for effec.ve % �
overburden pre afure)
W WATER CONTENT (PERCENT 0 DRY SOIL WEIGHT) SILT (ML)
N
M*, MISCELLANEOUS
� m
L.L LIQUID LIMIT (PERCENT)
(6
PI ASTIC INDEX GRAVEL (GW) (GP-GM) = 0 �
P
03
Ye DRY DENSITY �'.55_'CU FT,) N �D C
O
CEIR CAL IfORNIA BE ARNC, RAT Io ,
Opt MC OPTIMUM MOISTURE CONTENT (PERCENT) O
PH ACIDIT V
m
c`=eI No
NOTE HORIZONTAL LINES IN THE N,W and -SC COLUMNS
INDICATE THE LOCATIONS AT WHICH SAMPLES WERE NOTE', THE SCOPE OF THIS GEOTECHNICAL
TAKEN. TEST RESULis ARE RECORDED ABOVE THE INVESTIGATION DID NOT INCLUDE LOCATION
L NES OR AS REFERENCED BY THE ASTERISK(*� OF A.L.L. BURIED UTILITY LINES.
IN THE MISC COLUMN.
of 5
Copyright @ 1988 1IICM Associates, A11 Rights Reserved
ASBUI LTS