HomeMy WebLinkAboutLyman Creek Water System Improvments Phase III - 1990 ONST
AWIN
GS
FOR 76
LYMAN RE EK WAL* ,kR SYSTEM
IMPROVOMENT
PHASE III
CITY OF B ZEAVI A M iMTANA
I so
INDEX
SHEET NO. DESCRIPTION
---� I LOCATION
2 WATERLINE PLAN PROFILE
GASrON ENG/NEER/NG8 SURVEY/N
C-1t.,.9 Engin—ona Bona s�•� y— 3 MAIN SPRING DETAILS
M7
FO1 Box e7t 4 DETAILS
2010 No.7M Ave
Bozeman,MT 59715
1406)586-0588
t406)586-0589 Fax Number
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' AS CONSTRUCTED 11-1-91 PROJECT NO. 86-511-3
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GASTON ENGINEERING 8 SURVEYING
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BOVEVAIV 8 29UTTE, MOAITANA
WATER SYSTEM IMPROVEMENTS
LYMAN CREEK
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b BOZEMAN, MONTANA
PHASE 3
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CHKKED BY: PROJECT LOCATION
.:
•SCALE PROJ. •
•
0
0.
Water Line Class 52 DII
.'
NOTE: Contractor To Granel
Pressure Test
ip
CONTROL POINT1
POINT NORTHING EASTING ELEVATION
TRUCTUR
..•
00 3294
1. Pipe to be laid with a positive slope. •. ..
becli 2. Contractor to place a 4"dia.steel post,8' long 00 1 6 3
(Sbury)at
337
0 3. Surface restoration contractor to restore .. ..: ..' •
0 TUT
' 'I 1/: -
Remove On j-contractor to finish grade •.
Connect Now Piping 6 00 77+25 include turn Oro • .:
• . 6204
1018 :.:
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IMPROVEMENTSWATER SYSTEM LYMAN CREEK
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PHASE 3
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I
• 6 THICK BENTONITE SEAL COVERED
' � WITH 6��NATURAL MATERIALS(SEE NOTE SECTION A-A)
N
G 550 C _ VARIABLE DISTANCE 5626-
'' \ • 550 c I ---- NATURAL GRAVEL '/ 12 RESTRAINED n�1 00 od p� '`) -
• - / ' • I _ _ . _ 45' • '� • JOINT PIPE ro(, - F 0.2%SLOPE C7 n0 - BACKFILL �.....
552 '., L•) ..
/ F 4 .... +I TL/
/ • • (FOR GRADE � '
SEE SHL2 J / -•IIg= = FABRIC , x2'' ...........
• 545 O ) IIIIIIII( RESTRAINED -1p1l 1111 ..,,,.
C JOINT CLAMP WITH '
• AO' (SHEET 5-10' BEYOND END OF PIPE
• • 940 PILE ALL THREAD 61e.... ..016...., .....-
5p'" Sheet Piling °
55 Restricted Joint / Top of Piling=56.00 12" SLB DIP X 12" PE PVC CL 150 BLUE BRUTE •" %.
Clamp Bottom of Piling ,..
=45.00 -e614"'
•�.�-.-' W/All Threader j (TYp) - • ' SECTION C-C _ ...........
• •� Inv In=5552.0 - -- 556 - NO.2 SPRING COLLECTION SYSTEM ••
G / /..' . • • 2• . - ' "=
40 L.F 12"Di SCALE I 10'
- •ssb,�•
\ro / —Perforofed Pipe hew..•
See Detpil-$heet•4of4 , Seib '
• •IiI,__LIMITS FOR z.
sso•-
AREA OF CLAY 5s"'
• CAP SEAL
• . . . . .l6pe _ . .
• 12��R.J.DIP ' 'Jew
• CLASS 52
tot
000. Sao.
• 0.. .55e° ``a'6.......... go aaa.
• eQ�p° APPROXIMAY ION 0\ •� a\� ry►•.
•O'yc°...- DEWATERING WELL 4 -
°`q,•a�' a (SY CONTRACTOR a
at , \
•e E O° �'t• W N / / •
^^•4 _5ev4' ��M . off.°O . ee b ^
NO. 2 SPRING COLLECTION SYSTEM
o e
.seM . AREA OF o' e ryes o
.',•\�° a CLAY CAP SEAL ee .'
Q° \`o c° (. Ste",
010
' 2p ♦9' GP♦♦ a CONTRACTOR TO REESTABLISH
Q Ivy')
o'), ♦ 6 : /EXISTING CONTOURS FOR
Oy ` ,TwO e• �' S598 SURFACE DRAINAGE
6"THICK BENTONITE CLAY SEAL
++ee. 5594 COVERED WITH fi"NATURAL
52 LF of Sheet Piling 0MATERIALS (SEE NOTE)
See Del Oil-Sfleet 4 of 4 'z 5° 5592/ 5590
•
P4♦Pe6J4 1 �5a•' °°. // Q SHEET nILE 50
Q,5 26 LF.OF 24••DIA. Y—NATURAL GRAVEL BACKFILL-f
e°o1 ^hoe' a°e 24"RESTRAINED PERFORATED PIPE _FABRIC
t\ ^ JOINT DIP r0 2 e SLOPE
Ile 5
. \`°° •°� °\� e•� ° (FOR SRADEHIII III __. If-IIPq NOTE: BENTONITE CLAY SEAL:
.'``\p. °'` •° _ 5°.• (SOEEq)HT Z1 I� RESTRAINED JOINT aI��ll1111 CONTRACTOR TO FURNISH MIX
•
° o - DESIGN SHOWING PERCENT
O°�' ° pp IU CLAMP WITH ALL 5-10� BEYOND END OF PIPE
p��•°\ e' +/ - s" ss 3 JHREAD BENTONITE AND PERCENT
y +� e•a 75 NATURAL MATERIAL REQUIRED
♦ye ^ / ^M1• 24"SST DIP•24"PE PVC 165 PSI BLUE BRUTE TO OBTAIN A MINIMUM
^ ery PERMEABILITY OF I X 10 Tcm/sec
5°
SECTION A—A
- SCALE: 1"= 10
e• w
55
J eel:
• °yh � 1
R
f=10 10
1020AS CONSTRUTED II - 1- 91
°4 stele test
a
GAS TON ENGINEERING B SURVEYING
.4 BOZEMAN B BUTTE, MONTANA
WATER SYSTEM IMPROVEMENTS
' . MAIN SPRING COLLECTION SYSTEMLYMAN CREEK
BOZEMAN, MONTANA
f PHASE 3
DRAWN BY MILK DATE 3/26/90
c CKED BY :,�, SPRING BOX I MPROVEMENTS REVISED oiza/eov
ROVED
u SCALE: i"z id PROJ. NO. RE- 1-3 SHEET 3 OF
Pr �
Ea.Ground At Centerline
Of Sheet Piling . .. i
560 — — 5600
E. Road
North
Bonk SOUTH BANK r � -
Bottom of
Stream
5590 — —5590
NOTE
f
- I. All Top Of Piling At Elevation 5590.00
24" DIA PIPE 2 All Piling Driven To 28'Below Ex Ground
SEDRO K Level, Except As Noted Maximum
3. Piling Depth Maybe Decreased If Bedrock - """"""•"'°
Is Encountered Before Indicated Depth SIDE VIEW
5580 — — 5580 4. Contractor To Excavate To Elevation 5590.00 —FRONT vlEw
ITV•5580 Prior To Driving Piling
LINK SEAL 5 Similar Configuration And Construction
Technique At No.2 SprIng See Notes-Stif 2 of BENTONITE / SOIL CUT OFF WALL
NO SCALE
PILING SET INTO BEDROCK Stainless Steel
5570 - 24"DID,SDR 35 PYC Pipe At Pipe Clamp
— 5570 Main Spring And 12 DID SDR
35 PVC For No.2 Spring _
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
t
0 C) O O n 0 0 0 0 0 0 0 0 0 0 0 0 0
I/B"Stainless Steel
O J u D O O O ,I RadsOnI"Centers
O 29"For 24"Pipe `I
- 14.7"For P.P.
5560— — 5560 r) 7 C) O r;
tape=0.2% - --
I'
SECTION B—B
Lop
EveSHEET PILING DETAIL Rod Second I/B'Stain less Steel
Rod Both"Waysl
Botn 24 Rods On I"Centers
SCALE: I"=5' HORIZ. B 12 Pipe 1
C=5' VERT
- •, PIPE END SCREEN DETAIL
3
X^ SCALE 110°
0 3
- 161-1"Dlo_Holes Each
3" Side on 3•Centers
+. r \\ (- 24 Pipe
S So.
Manhole Ring a Co— Neenah R-1524-A i 3 r 13 Q 3
Rant B Corer Shid L:E_ 1': :'
° 9 ou Be Aeasle4 To a,aae �i lil LI4'II:.:::, � �• �� I 73 � 3 (4)-I"Dies Holes Each
I .,I I, n - -�- Slde of 3 Center
usl AElaDle Rings- I
2'kill 12 Ma. , 12 Pipe
'I � Section SZ-IB
NOTE m _ - ' - �� Thickness .312"
All Joi s Between Mon"ale Sections,
2-D" �il, to-hole flog B Top Seclion,B Around _
" Sewer Pipe Inlo Monno a Sna11 Be - t �- -
v:. _ _ Weight,
lb./lit. 38.4
2'DIA VENT►IP D.p WaterlipM- Joining Mate io15no11 -
Q AT 5554.50 Be Rom Nek"Or Eaual For All �y'. Inlc,ctnta _
Monh°le Slops Joinik Eccept Between Pipe ---24"V.1:55 2.1 A,eI,d MtRen we". P PE PERFORATION DETAIL
PILING SECTION (TYPICAL)
PE
TV.=5552.10 1 R.— Reinlorce4 Concrete Manhole
Rises B Eccenl.c cone Too Manvin<wied 1, NO SCAL
In Accpr°ance Wth ASTM Designation C-4]B •.11- lar.iilu�il �I I����Sh uTlnrn fhi'NJa i;t Hi:oJ
116' /r ILTER FABIC No SCALE
,Ae Wilton li-0 If Nnro Tsiny i1
- 4-0�. - _ •IP•T1'1 II Nr 111 1oi An-n3n. y
�'ri•
rov.III
o:O 5�Q 0 6 dan 52°"ride 7 cMl' ` t4• F,
Nn .1 III 'I ��_-1t i_., I eanr. r, 0 r,o
flIV
" r' I IV SSgtSA fly 5
e fool Tow 4 ChonnN OD1iDn 01 En e / •1 {7'{' man e>e
lJ II
Shell-Slope I Per Chonne 01 Fuil Slope ai , [
P De DeDlh AI
gineer L +� I V. l0 7 Itii• _t wPr
s"`"°nrel°"au A as4e°° Da e�fiyl ' Washed Rock Y Gravel Pack 36 Beyond AS CONSTRUCTED 11 — i—91
pip, $ 12 Or
Cn noel Dio,01 Pipe Fi II I11 At 111r '�,tt��{1r. - End Of PipO
a AU111t. 5,' ti 24 PI e GASTON ENGINEERING B SURVEYING
1l BOZEMAN B BUTTE, MONTANA
3 �] o
-Joe Out s1n /?I;SECTION A-A BEDROCK �-
����
_I'CLEAR WATER SYSTEM IMPROVEMENTS
All Bares-I'o"c-c A o 00 0
°ape LYMAN CREEK
BOZEMAN, MONTANA
N11 PHASE 3
HYDRAULIC GRADE LINE STRUCTURE PERFORATED PIPE DRAWN BY MILK DATE 4/16/90
GRAVEL PACK DETAIL CHECKED BY . REVISED 10/23/90VH
No SCALE ��� DETAILS NO SCALE APPROVED 2/6/92
SCALE AS SHOWN PROJ. NO. 86-511-3 SHEET 4 OF 4
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