HomeMy WebLinkAboutWheat Drive - Sanitary Sewer Improvements 1988 SANITA R Y S E W ER IMPROVEMENT S
FOR
Hayre
2
2 Glasgo
CITY OF BOZEMAN
_J1
t Folls
A N A,
T r.
0 N
Missodlo 87 Gle6qiye
Lewisto ----------------
LENA -" , A M O N TA N A
F ' BOZEMAN Miles City
51
�RWECT__; 94
t
13 t
"X, 71 INDEX OF SHEETS
Billings
Bole on 90
212
Dillon ------ --- NO.
DESCRIPTION
15 COVER SHEET
LOCATION MAP PREPARED BY: 2 PLAN & PROFILE 0+30 TO 14+00
CITY OF 3 PLAN & PROFILE 14+00 TO 28+00
BOZEMAN
0WONTAN4 4 PLAN & PROFILE 28+00 TO 39+80
' 5 LOGS OF EXPLORATION HOLES
ASSOC IATEN
ENGINEERS-PLANNERS
PROJECT SITE A\,
P.O. Box 1090 Bozeman, Montana 59771
Billings, Montana & Sheridan, Wyoming Ifi";
X
LEGEND
IF I (EXISTING TOPOGRAPH I
(EXISTING TOPOGRAPHY) (EXISTING UTILITIES)
(NEW UTILITIES)
cn; TREE CURB 8 GUTTER
FIRE HYDRANT FIRE HYDRANT
CENTER LINE STREET OR ALLEY VALVE N VALVE
SPRINKLER
TEE TEE
BUSH
SURVEY LINE CROSS FTC CROSS APPROVED BY:—
X—.—x FENCE
R/W AND PROPERTY LINE FCI TEE OR CROSS PROFILE K-1 TEE OR CROSS PROFILE
(11) PARKING METER 77 f, 90* BEND 1 71 90* BEND
PROPERTY MONUMENT BENDS BEND
CENTER LINE STREET MONUMENT
LOT NUMBER 1) REDUCER REDUCER
0 STORM DRAIN INLET C* MANHOLE
�nc?j.LA POWER POLE (OVERHEAD) 0 MANHOLE WATER SERVICE
UTILITY POLE (OVERHEAD) TYPE I SURFACE RESTORATION
0— WATER SERVICE SANITARY SEWER SERVICE
SIGN E= TYPE 11 SURFACE RESTORATION GAS SERVICE —SAN— SANITARY SEWER LINE
9 DRILL HOLE 1 SANITARY SEWER SERVICE— — w — WATER LINE
S1 _7 LIGHT POLE
-0 N.I SAN— SAN TARY SEWER LINE .5TM.. STORM SEWER LINE
......51.1.U." — GUY WIRE
O.Su F. —SIM— STORM DRAIN LINE STORM DRAIN INLET
I; —CATV--UNDERGROUND CABLE TELEVISION NIS— NATURAL GAS LINE
ri PROJECT NO.4M229.104
L
14A.:Oot,C�0 p,t —uGp-- UNDERGROUND POWER LINE
5G.: C,I,—C-4. W— WATER LINE DATE: SEPTEMBER 1988
wceumn C_y A,,f Nome --UGT-- UNDERGROUND TELEPHONE LINE
IrNnic•„I Hem.
Is WSU sfWnI ,nq SITE MAP CONCRETE SIDEWALK OR PAD SET No. ASBUILTS
Copyright @ 1988 HKM Associates, All Rights Reserved
0
ONLY, -SEE�B LANE AT EST
NOTE AT LEFT-
O
v
NOTE: SEE INDIVIDUAL MANHOLES FOR REQUIRED e r
_----------__---
STU6 LINE 5 EACH GONSISTINCa OF 2 L.F. OF a-' - G (a
SANITARY SEWER @ 0.417 POSITIVE GRADE WITH a
CAPPED ENDS. 30 i 14^30' a
�' Q
cc
WHEAT = 0 ls'� ' o _ -
:o' F Y
SUB. oc d m o
y JI CH c0a E �? �''
0 W' .I- VI W
� U 3m
y J 1 a W 7 C W PROVIDE STUB LINES AT EAST WEST � '� ��► � IS' 30' � d
CI� - > 02 N= 2 AS PER NOTE ABOVE. '' - �' / / - _ Z
O MC x< < j 'lo" In 1 —I�O"MARKED IN RFC.
��i e iY
Q QU W ' i 30'WIDE UTILITY EASEMENT. = Z y
'_ 0O"MARKED IN YELLOW m
WHEAT ' �_,O'WIDE TEMPORARY CONSTRUCTION o y
DRIVE TEST PIT 101 �� ''I' ' NEW 10'S0.NITA RY 6EW ER EASEMENT.
O�(n0 gpN �- W
i
90• — -- -- --------- -
.1 I — ----- ' - - ---3°�SCHEDULE40 STEEL
SURVEY LINE / / PIPE FILLED w/CONCRETE. m
14'30' �� Z
CgRADE Uj
10" � '
\. _- y
H
CUT AND PLUG g" LWE TO _ ��
- LIFT STATION. FILL IA - ''' NO W¢
t ` 192'3S'4G" T
9 IDS" BOTTOM TO INVERT 4(.97.07 - ------------- 01 >Z
WITH CONCRETE (SEE ALL E�EVATIorJ� IZF-L.ATIVEE To �rBNI Z. `'jZ it) -SET PIPE. IN CONCRETE. 0<
- CHANNEL DRWG.NO.027ZZ-5)
STATION.
LIFT INSTALL DROP MH LINES NI.w• F="N1CaE JUT oil I--rarzn uT.AT W7EW,-SEGT<p-i " NOTE: THIS DETAIL APPLES Li J0
TO EXISTING MANHOLE oN a iv OF W1-1EA {7RIVE AkO f,1,&Q0m.V IL-L- _dlJP_Z 4711 � TO MARKER POSTS FOR a
�' " UNPLAT TED T p
2"CONDUIT.- - 3029 LINES SOUTH AND EAST. MANHOLES IN OPEN LL
O�
(SEE MANHOLE DRWG.UO, 02722-1) FIELDS.
�
NOTES: I.) CONSTRUCTION MUST BE. 1J DNE WITHOUT L Irr��yy
INTERRUPTION OF SERVICE ON WHEAT cr 0-010 DRIVE. 12 Z fay
2)POUR NEW FLOW CHANNEL#SHELF IN Q O
iv EEYISTIINZCd 8-FT DIA. MANHOLE @ STA. Z �?
9 MARKER POST DETAIL 0 U)uw �a
NO SCALE }O
Cc m
z—� h
PLAN
Z
•
SO O 50 100 Contractor shall notify all utility companies and determine
o VJ
N scale teat exact location of all underground utilities before commencing work. Z
t C PR_ r— HORZ. 1.E0,
4715 N C62 W W 0 VERT. 1'-5'
W OS 2 4 - --•- .} 00 - uI 3 4715
v NP1� k VLL r
1740 F o'P it On
_ "FW 2aL 3 ° 3 Oa o n
4710 CAN N C� Z h1K Z �K W +�
Z -K- 4710
1�
t�i�t iw '
_ �
4705 — 4705
4700 _— ----_— —_-- ---- EXISTING GROUND\ :2 4700-
—f/I VA � 0
�
--- 4 >
4695 _ _
FILL w/CONCRETE+ f - Vl 4695 CU
-a
FORM NEW SHELF
INVERT. 00 N
3o9.00L.F.10F 10'PVC SANITARY 0 v
SEWER
At 0.46,T C I \
4690 INV. N=4a97.07 _
INV.5=4(a 95-31 4690 co
INV.E=4G99.77 4/09].¢(o INV.N-=4L45.19 `402 LI=. OF 10"PVC SANITARY -- _
INV. S=470Z.0$ # 4-647.47 INV E.Ff W.=4(o9F 311 SEWER AT 0,(c0-7 INV E, 'fi69Z-BO _ 06
IN V.N.�r4:9T .:•O I �i N
INV.E. W.=4(e40 37 7.170 L.F. OF ICY' PVC SANITARY � 0
4685 +' 6EWER AT 0.3017 LU I m
? �
-� - - INV.S.4Ga90.71 i-. 4665-
INV. N.4Ge 90.51 122 L.00 L.F.OF ID-PVC ' C
INV.W.=4690.11 SANITARY 4EVf ER
AT C2.1
I.og7
4680 O
4680 ! % X 2
O Ui
sele m
\� r IT
; C
4675 -_
- - 4675 d ED
BE DING- 1 15 KFILL- PEA. -
4670
�4670_ 2
0 I 2 3 4 5 6 7 B 9 10 II 12 13 14
of 5
Copyright @ 1988 HKM Associates, All Rights Reserved
ASBUILTS
was Miss Mae—.N,4
N IA
N 'o
� T
NOTE: PROVIDE A STUB AT WEST SIDE OF MANHOLES AS o m
INDICATED ON THIS SHEET EACH CONSISTI OF 2 L.F. a
OF g"SANITARY SEWER LINE(!P 0.4 7 POSITIVE: G sRADE w/ 4:
GAPPED END. -
a 0
o
V N
J N 7 ! 2 t N
2 2 = 2 2 _ 0 U K
f U N ? 11/
m w
1311 N W Q W t0 A W
2 a �� 2 N O Z
3
QO
a
STUB AS NOTED ABOVE. STVBS AS NOTED ABOVE'-. P STUB AS NOTED ABOVE. D 0
/ -
90
SURVEY LIME _ — IS_ —_____—_--_—__
I — _—
In ♦ SAU I 10 SAN ul C
——
_— _ _--- ___ ___- —___---_—___-- -------- — -_—___ __—__ _ —— —__-- ----_ `L`
v /Z
TEST PIT NEW 10"SANITARY SEWER �I5 (� O /M0<L
15+00 30� ? EXISTING C%1 CORNER LLr LLIO
GROUND WATEtt ELEV.=4461.9 3 'WIDE UTILITY EASEMENT .i ...I
JUKE 24,1966 Qlfl 27+88.96 aZ �o
EMPt7RARY GONSTRUGTION / Q -CC �00
y O Ir
EASEME.NT
/u 0
y° W Z!
3 0 Zo
0 z LUG Qo
}� o �N av
0
�m
_z g d
PLAN
s Z
SO O 50 100 Contractor shell notify all utility companies and determined
- ♦I)
scale feet exact location of all underground utilities before commencing work. Z
PRO ILE
m I' a
+ U� T-
o HORIZ.'. 1.-50, 34700 S n w VERT. 1'-5' v Wd
0
( (9 s_W ? ° 4700
■' In 2 L 0 1 tr
? o = N9 dX :2 JX N�L a 3i
N �I�. Pli Qry rw Fa-0 In4 34 �"
m +�_ La m ��_ +c� Od m� 00.J0 ut +�
4695 Z 1 Etc Z EX 2 WT : NN E� N� >d 7 NC14695 rI,IN
4690 W
W _ _ 4690
EXISTING GROUND
t� ---- - _
4685 L
��— `—
4685
Uj 17q LF OF 10" PVC SANITARY INV.N.:+" 97 1�— \, c C
4680 2 SEWER AT i.og7 INV.W-4G5ro.17 �� Z asc13
4680 O
= 3945 Lt- of 10"PVC 5ANIITARY \ _ '_ O Ili
F�EEW ER AT 1.0 % �_ W I ,
INV.S 46 4-81 8 , (n
Q INV, N=4(-8104 ~ �� ��`_ W 4675 to
f�- INV.W.=461.f34 � -. _
3g9.5Lr OF IO' PVC SANTARY06
y
SEWER AT 1.74IV. a! N
Q = m
4670 _ INv.S°7174
.90 ,� O 4670
INV, .70 f� � � C
INV.W.-4Io74-90 ~'� N A" 0 co
409A7 OF 10"PVC GAIJITARY O C
.-4665 - SEWER 4T 1.717 Oe 4665 � � X
- O U7
INV.S�4t. T.83 m
INV.N.•4G 6.43 J Q -_
- - -2 4660 man 0- m
4660 INV.W.- .83
19LF OF IQ"PVC SA017A.RY U -
�j� L�•"_� �II SEWER AT 2.177. Q Sheet No.
4655 `-J - - - -� — I - -C*DDINC.T1(PE-1 ; 11 x.ICFILµ-TYPE Aj - --
_ 4655
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
of b
Copyright @ 1908 HKK Associates, A11 Rights Reserved
ASBUILTS
In
0 M J
M MOTE'. EXCAVATE AUD Dispose OF IP o >.
N COLD CONCRETE ROAD SLAB 7" S p m
THICK ANO UUKNOWAI STEEL CONTENT, `7
< EXCAVATE TO REQUIRED TRENCH WIDTH I' a
ONLY PAYMENT INCLUDED IN 1 Q
w SEWER MAIN UNIT PRICE. W
w
111 w y O
w w N .3 to
In
O w 0 a' Cr
- 1J N C 3� M 0 U ¢
- _ ; a - x F d cil
x 0 r O ao = 0` x 0 F 0 a_0 x 0 L V 0b
or R M:lW y0p f- too]w F 9 F
a F -1 4 OD
W In w , w r++ W A W O
m M 2 x v' i Z
?J In I-_ m l9 7 2 Q F- m w f0
_NOTE: PROVIDE 6TU5S AT EAST we5T P
SIDES OF MANHOLES 10 #11 W'tH CAGH P
STUB CONSISTINeq OF 2 L. OF all SANITARYLINE
-30, END CL40.4%POSITIVE GRADE w/GAPPED -Ov ro
t -IS' _-- _- _ _-- _-SURVEY LINE..______ VJ
- W z
SEE ENCASEMENT COWDUIT F
SAW 10 SAN IZ' T SAW11 12'�i5 ~ AND TUNNEL LINER u
SEE DRWG. NO.02470-1 w
--30- ---- - ---------------
I NEW 12" SANITARY OQ
30 WIDE UTILITY EASEMENTin
MEW l0' 5AWITARY SEWER O '/J`��'w ^y�h \\\\ \ \ \ / J�ii/ O C+
0)
10'EASEMENT.
WI � A PORRY CONSTR M UCTION O <rJ CL O
4-or
0Q� / EXISTINCT TWIN 20"SANITA" LUz 06~
SEWER LINES. o Q Z O
z j a�
Co NJ 00
a N
X. >_0
ZIrm
d N 1 o Q
Q
F-
PLAN z
50 0 SO 100 1 Contractor shall notify all utility companies and determine
- -- G O o
scale feet V�
exact location of all underground utilities before commencing work. Z
T - - _ _ w
'IZPRO ILE n J o
Z 1"-50' _ - _ O a
4680 to 1 ERT. 1'-5' rc J 0 a
_ 45 NIL > 0 ao 4680
, 15
x J = J ? N� x v 3 2 J
Sy00W mC "+� IJ OxnwWx dX i::
+�_ I+ +F 3 +u + � `�u 3 ;� u of + u
4675 2ln� -- - - { -- - 1 --- } � m minm� md. t1 � i-ar- � trwo- vo � x�-x J
tp r7
+I �4 w m ac 1n w m Y w. 4675
4670 W - — - - 4670
4665 �el� --- ��� -+ - 1- - - - -- - - 1 4665 � T
ED
Co
:z �I' _-
C C
4660 ` -------_ � 1 4660 -0
Ua 8T9 LF �F 10"PV SANITAR
SEWER iAT 2.171n � V
� C
4655 y : I 85LF OF PRO_ j I 4655 cv
� - - - - ---- STEEL CASING -+- - E
— 0 PIPE Ic,rci,SINe*4
INV.S.=4658.�0 ���I 60 LF OF \\
401 LF F 12"rVG SANITARY N
INV N.=4fo57.a0 cAslucEL ' = O
SEWER T O.p(9L � i_ m
4650 Ir IN7/.E. w.=46�s8.00 : INvs=%54.3r3 ! 'PIPE 4650
INV.E.4 W/.--r'40 5.30 _\` _ i O C
7 IML9.= 61.13 "t Nk>TF: 1 y Iii i�M� � p�
1 18g.�7 LF OF 17."t VC 5XMITA I N V.Ll.',4450.93 MN-IL T C-A-v" --- - - -� O C
_ SEWER AT I.c 4 g I ;_ r c�
' 4645 _ - _ I_ _ - _ - , II o.O LF OF 12"D.IP INV 5.=4(e50.o9 4645 — , L
111 CLASS 92,SAIJITARY 1F,1V.N'4(.{9.%9'1 �� X
SEWER A7,76116
Io6.0 LF OF 12"D.IP-) m 0)
ASS S 1 ARY t�
CLASS A SAN T C
SEWER AT
4640
-- --- - — - - - .} ------� I ,� - .4640 m
IkIYE.{µ(,s 4b42 J(a
INV..S.-4G 49•,49
r Sheet No
' B DI - PE 1 � AGK lLL TYPE A.
4635 � I
28 29 30 31 32 33 34 35 36 37 38 39 40 41 42
tie of 5
Copyright @ 1988 HAM Associates, A11 Rights Reserved
ASBUILTS
(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 470G.80) (ELEVATION 4G93.20) (ELEVATIOW 4(e(o2.(0) (ELEVATION 4(.57.80) (ELEVATIOW 4Co55.50) c
mitt. O(�t) De P+h Oc ih
mist. (Fi) (F4P) DGp+h Dep+h a
TOPSOIL;w,fh organ,c TOPSOIL -- TOPSOIL;with mroc w (F+)
misc W N (FT) Q
_ organ,e ___ TOPSOIL;w,th orgame TOPSOIL;w,fA o game
SILT;ML;s/:ht/ _
n,sf Jnt•f-✓iimsf/ ht 13 SILT,ML; 5/yhty most</.0-4.0), 1.5 - POOLY GRADED GRAVEL WITH = I'6 - - WELL GRADED GRAVEL i
ye//nw brown,increas,ng mosf C4.0-S5),very most SILT AND $AWD;GP-GM; ?0 _ -:
y 9
l9.5-/LO),>r Ym to SILT; ML;an htl ost, WITH SANG; GW;mnls/, t N
mo/s Purr with depth.N SoOt,/9h� mns t,compact-dense,
s+/ts Present. Roofs at brown•, —salts'—s—Il 9 y ll Y m comp+cf,dare. ye/low brown,
/.yht yellow brown,07 rrm,/, At a//ow brown, �9:cobb/+s 6'�B"in
5a/ts abunN nt d:emefer.
W pet rounded j0 bou/de 5 3"-l2" WELL GRADED GRAVEL ;
*Oirecf Jhe+r nn She/by L 25.0 L d,ameter WITH SAW D;GW;rrrn,SY, 0
01
SAND• IO ompac Y,dark yellow brown, Z
Tube Sp P/e SILT AND CL L AY•90% c
s 10.0
0•f4• L L •2q 4.5 POORLY GRADED GRAVEL WITH 3%rounded Cnbb/es 6' z 220 5 C.D RI • 5 51 SILT ANC) SAND;GP-GM;wet- *� 30 s nSan-.e fen 5
Ory un.t wt=95.2 pat' MAX Sj-1071 pa` i'. sat..reted,co asct dense, - _
Op+ MC 173% I - /.got yellow bmwn,4y.
SULFATE CONTENT:<.01, rounded boulders .3"-/2" - 6A pOORLY GRADED GRAVEL ♦///��
g
dianocter !mn sta/n.n �/J WITH SILT AND SANG;
5
+ m,
70 _ POORLY GRADED GRAVEL T O0 very most-saturated. P
s carr —I,/.yAt yellow
GRAVEL = 73% WITH SILT ANO SAUD;
WELL GRADED GRAVEL GP-GM; very r.+wst-wei, a
6O SAND = 21.2% brown,, J cobb/es B" (n
LLI
WITH SAND; GW; very most - SILT AND CLAY 5.8% °n g y s w Q J
mPac: / ht a//ow brown, 1 ^ damef+r fw
fn wef, cn pacf dark brown, L L -31 3%round d cobbles G" _ "I * MINIMUM ELECTRICAL 0
37 cobbles S":n d,ameter PI 8 damcYe r, nccas,nne/B" RESISTIVITY=4320 o
�o Io damcter. OHM-CM O
I _ IO YEARS TO PERFORAii'-'I /my Z
*COBBLES>3"DIAMETER=10% Ia we LL^ Z 0
_ GRAVEL•62% OF 16 GAGE METAL LLC O
11.0 WELL GRADED GRAVEL �OW SAWO -2G.3% 39. L
WITH SAND' GW' wet to GkL/ SILT AND CLAY=17% /LfY� Cr
Se turated,, compac!-dense, fr 0
da,A brown W>Z d
z >Q LLJ W
C W LL
N 0
0 N C Y 0 in 0 N J }O (n
N C. M M) N ' coW (�
F J K o Q 0
y h L N
0 ; fn G uoTEs'. Z
I WATER LEVELS SHOWN ON LOGS ARE FOR THE o .A
d r IC c DATES GIVEW AND COULD BE SUBSTANTIALY <
�
= y H or) W HIGHER OR LOWER AT THE TIME OF CONSTRUCTION. Z yf
0
W 2.TESTS CONDUCTED ON THE SILT INDICATE SAFE
V TEMPORARY BACKSLOPES TO BE Q.S:I a
TEST PIT 104 °
�IW, 37 a 78
SOILS
LES C ULD1 V1VARYFONS BROME O THOSE IDENTIEN I
KJ
HOLES FIED a
a y R
`TEST PIT 102 tTEST PIT 103 ON THIS SHEET.
;/
IS♦QO 32.73
WHEAT DR.
-TEST PIT 105
38.7G
TEST PIT*101
D.Go LOCATION MAP
Z �
LIJ
J 1 200 0 200 .11''
J C
sc alr 0)
0 LEGEND 'c-
rn
1, No rE 5� _,r,;son+v:F Imo\=.w. :ll ;4'[I!'. ,��Il•._' 'h,1,ER k.F., i,.,.'i .1 ,,..".�^.. C C
CO
ca
TOPSOIL }' '0
N ^..I MF3i V I N..'W ki J.11!!k:- '.� C•:i.: ',,-.'..,N:' _ 'N. .. C f :,•.•.f'E ti• ...� J F'f Ni 'KJ1,1 'f .N •. r _� ICI O ICE
L
•4 131 A '.6.> . );,NI'HAMrr,FR !lR�,t't'N� %•Vf A r^
.—I i, � •i e r r s r .� v'
co
SILT (ML) /
��� E
.S o as
i
m
.. GRAVEL (GW) (GP-GM) Cu
u ' C)
O
r . I••n,r. :I.. X
O
m
� � C
d m
WOTE; THE SCOPE OF THIS GEOTECHWICAL
F IE INVE5TIGATION DID MOT INCLUDE LOCATION
OF ALL BURIED UTILITY LIMES,
5
Copyright @ 1988 HKM Associates, All Rights Reserved
ASbUILTS