HomeMy WebLinkAboutIntake Screens - Water System Improvements GENERAL NOTES
STEEL NOTES
? /. ALL P/PE /R/STALLEO TN40UGNN/LS6LOwT . S E EATM -
H S
o MAX/MUM L/OU/O LEVEL S//ALL BE MADE UNLESS NOTED 077-1E.44V/SE•
P < �✓ WATERPROOF BY US/NG A WALL SLEEVE l'V/TH A WALL Z. ALL WELDS AiUO WELD/NG P40CEOURES SHALL
+ c^--T^-- �' _ - - -F cam• -- - •z - __. r COLLAR, A WALL P/PE YV/TH COLLAF� OR SOME /N ACCOi40ANCE WITH
'J 3 r8 I ( \ OTNE4 APPROVED METHOD. APPL/CABLE PROP/S/Oil/S OF A/SC ANO 4W.
/ W$ :° �' #Q I j MAX/MUM L/OU/O LEVEL SHlILL BE WLOG O EUTALLPABOYE
o C SOL//VEO
f. CAST /N GLACE 0,4 /A/STALLEO /NS/OE A WALL SLEEVE• /A/ 7 VE SPEC/�/CAT/DNS. SPEC/AL .4 7E/VT/ON
/ Z A /INNULAR SPACES 49E7ZVEEN P/GES ANO SLEEVES SHALL BE G/YE'Al TO TFAE.4TMEA17-
RnD K RCAD ' /. SHALL BE MADE WEATHER T/GNT ON OUTS/OE I�Y.4LL5, REfJU/REME/I/TS.
�-
f i I r „a + `' 3. ESCUTCHEON oLA7ES S///JLL 6E /NSTALLEO OYEF� AL UM/NUM SNAGES SHALL CONFORM TO
{ 1 rAPN ALL. P/PE PENET4AT/DNS ON EXPOSED SURFACES. FEDERAL SPECS. QQ-A 2ZS/9, TYPE 606/-T6
:.�±�' `r o ,eoa �o L.'.mCOA/CRL7E 7/1F�UST BLOCKS SHALL BE COA/S7RUCTEp A%C/MI/l/UM.
`�q} A ALL TEES, PLUGS ANO BENDS OEFLEC T7NG 2�%z
BOZMA $ r`^.L�' "�� �. �6 x o e �i y_ DEGREES OR n70RE Oit/ UNDERGROUND P/PE. L E G E N D
f S P/PE LOCAT/OrVS SHOWN T CAI S7f�O U.4A ANS L PL
! }r .� _ - ARE APPROX/MATE'; THEY REOU/F�'E
ADJUSTMENT 70 F/7- PUMPS ANO &DU/PMENT -90-- EX/ST/NG CONTOUR
G. ALL P/PE ELEVAT/Ot/S ARE G/VEN AT /NVERT,
- EX/ST/NG FENCE
RIP RAP
CONCRETE NOTES
YYII .-iL�. KL "vf v" 'iti-- STEEL SHALL BE
� r� �:✓ GRADE 60 CONCRETE IN PLAN
5 G ALL SHALL BE CHAN/FFREO 3/4'"
L
COA/CRE 7F 57T<EN071-1 SHALL BE 4000p.s i CONCRETE /N SECT/ON
1 a< AT ZB DAYS.
HYALITE C}2EEK
ROJECT' J O/7CN(AI�ROI�V /A/O/CATES O/RECT/ON OF FLOW)
NEW P/PE
LOCATION MAP
- EX/STING P/PE
IVW16 Iv
\\ /%4"SUMP �YJMG O/SC �iRG i \ I I I I I I I I I I
I,vro I i I I I I I I 1
_-_ p4
\\ \\ �// II I � I \ I I a \\\�• `� I I I �II I I I 1
\ \ ,� , � OI/E.PFLOW s cruA� ' �� \\ � � •� �\ I � �� III I I � � I
SEE L;cT.9/L
U/rCHI
\• \ \ G-�/.0007f/SEE0&7-
.� l
9�Ep 1 C�1 \ 1 l�clt/E�c�O Eit//q SECTlcv I
Er/sr/A,R/,Ar'/G.9r/oAy
U/�CN9PGE FLt/:SIE
GT�.PFLOlf/ �dRUM SCIRE�N ' �QECif9PK//T \ �' / y \ \
1 1 �l�TTCN.
\\ \ \\ i OG{ � STRUCTURE I FL 9f� G9TE 1 DRUM CRE E/V
OS
DISCHARGE \ \ 111
�--- i / i �� I REMOVE I I
/ FLUM 1
2 E I ` EX/S/7NG
55
_ 3 ' - (E9STGY/E�FL !f/FlLLJ / /�J//J(r - k1 lI - Z-
7 5A-f GWIA17 XKAXk
�t NEf/ 4P ---- - i4 T 7Z7_ 7NGP .
'74ON
I I 1 I O
KIN \�\ \\\ \ l / / // / � ------------- ----- � %ST/ G ME7ER1
IAI57ALL NEW
E
I V
I I
W14ZL Gt/EPFLOot/
\ �\
\ \ \\\ \ ----------- ❑ -------- /3-----\• E I!971A G /A/TAKE-- / I• \� -_-_ NOTES
SCREEN '
\` D/YE-P5'/ON OWM` /, CLEAR BRUSH FOr,'
O/STANCE OF /O
c 0' 20' 30' �— EX/ST/NG `\� ON ALL S/DES OF
BAR SCALE` 1 di4LUG=
I p/!/,E R7S/,A% WAl srA'ucruhE BU/L O/NG.
DRUM SCREEN SITE PLAN I DRUM SCREEN SITE PLAN z R7WFR L/NE Gs sF
BOZEMAN CREEK ' _ P R E L I M I N A R Y24 ° IC ze 3o HYALITE CREEK LOCATED EAST ems-
BAR SCALE HYAL/TE ROAD.
REVISIONS A!/GUSJ BL
.T DAT'[ D[scR. DATE , D.A.... C2 TF� Joe No T H O M A S, DEAN & H O S K I N S IN c. PROJECT GROUP IV-
- DESIDRED-_ �,�,NO. �- ENGINEERING CONSULTANTS . INTAKE SCREENS sHEEr rvo
■Y_-_ DAT[ D[KR__ - -- BOZ EMA N MONTANA WATER SYSTEM IMPROVEMENTS
_- DAT! _ D[KR 9CAL[. pvED � �,L[yp_ GREAT FALLS�002EMAN-K4LISPELL MONTANA
SN[kTi
77
EL ECT P/CAG 4 Jf4 O X O'CO�/C. ��JO 09.5a
Pi7A1EL �� W/ WWF X4 WZOX WZO '4 °='.Aa r' '%'% ' TEC-L WE Z BU1Zz711 /G
_ _ _ SRF�AY W.45H +; _I •'L:' 2=0':r2=0"
WATER
EL/��1USr F9A/ Ord(//NG
3f'[/1,e e,9__cP , ' 3/�"1iEA/rBACK
wA rwAffE e 7Z7 SUMPj39K
I O
I F/YGO I 7 O5.
I 'I
_ I
OI
G/EPFL K/ I
I I
I � _oelile awr I
— L
OQ SOLP UE/RCAE TO45
,9PT E— _ — � NORTH
WEST
�iscHA 4�E FL u/Y!E - SECTION
�/4 7: 50 BOZEMAN CREEK STRUCT. 2 ELEVATIONS
"PEf� F - l 'I QY. 09. SO
0 A — J- 1
50 /Z'X/O`�LUW/E
hl 2 _ ,I'fi� •� v /Z"XB"FLUME
, - Ot/EA'FLOK/
SEE 74,L 05. 70
0,5 90
f
STA/NLESS %.. I r „ e , ..'. a•'a. >•; �•T e. a;. ,. -
Z Er - -_ 57EEL 04UM — - GL A/l
P//'E SCREEN m N 2 8 Y /" 4RMC0
sua�,4,v/v/E wrTr-/ SECTION A DETAIL I
a• Z-o• MATCHING STo�s' SECTION C
- - oiRECTGL.4zE WrRE/i BOZEMAN CREEK STRUCT. 2 BOZEMAN CREEK STRUCT. 2 BOZEMAN CREEK STRUCT. 2
PLAN GLASS PA/I/E
NOTE, MECHANICAL EQUIP, PIPING, STEEL REIGNFORCING,
.9AW22 SELFFPAM/NG /2 WALL 8SLAB THICKNESS, BUILDING DIMENSIONS, - /ZX/O FLU/69F
TEC L/NE Z
ETC. ARE
THE SAME ON BOTH STRUCTURES
';•4%A/,�,PEL EASE
rG�1L vE o y - /Z'X 8"FZ 61A17L
-4"Th'REA L7 SP,4Fl Y 'r ,/
EX/1�LJSrFAN "oo,- W.4TE4 P /NG
��' SF�RAY WASH f� ,. • •• {
WATEF� PUMP
NgNV Cti'9N,t�
/t9vv c�AUK o/�EA?gro� ® oPC�,4To� ® SECTION D
O BOZEMAN CREEK STRUCT. 2
O/9CN.9RGE FLC/ME.9S - � � I /7""VV/OE CAST/ROA/
i'EC� YIAitJCJ/ACTI/PE�S _ O MANHOLE STEPS W/71-1
7"PROJECT/ON
� aYSG�/Z'OC
NOTE% D�VN1 �C,PEE�tY� \ E4 N/AY
,VAT 3'f/OWAI FO�CLAP/
D,c'UM / .9LUM.
F/A/. f-L L. F/A/. FLoae
�7L UM. 97. Z5 a: — _ 1 FIN FLL2aP 97Z5
K/BX/O.7 6. 'D - 9!0 25 \pT 9G,Z5 GATE-
96.OD
WE41; ' N
R
E9CN iY�7`--� ere/NN/4LL 8 �!; \ 93.70 /UN N-- i a.�. 24
Cr,F /A//Y.9L I- p:,1° 93 70 /Z'OC. _-- \ I \ C.M. eG/EKFL
A / sE/ [7L rA/L 3
SLUICE GATE a S I __—__—_ %4" 93. 7C0
(Z'O•:Y Z-O•) �'^ - 'Y/L'lK/A/N/AL � CNEC
P[/MP
N
S70Es 9/. 2 5
_ a. I, J..`4: q` O '/ I e -4_.' A \oV .-.f.: .e•.4i•:.
6ericl 1l/.S4.At3
50
e BEYONO < /8'� STEEL i CTP. /A/ SL.47/3'
WATER ' -
F'/PE WITH
SECTION A SECTION B WALLS. SECTION C
HYALITE CREEK STRUCT., 2 HYALITE CREEK STRUCT 2 HYALITE CREEK STRUCT. 2
REVISIONS 'UST 0.7R 65-8/ THOMAS, DEAN & HOSKINS INC, PROJECT GROUP I� SHEET NO.
V- D/\Tt _- DE6CREVISI _ DATE - DRAWN JO�NO
DATE _ DE—R.. _ _ -_ DE.I.NED akl ,...NO. 1WH ENGINEERING CONSULTANTS INTAKE SCREENS
DATE DE.CR -- SCALE A/►ROVED WN_ - FILE NO GREAT FALLS-BOZ EMAN-NAU9PELL MON TANA BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS SHEET. 2
L 2"x Z m".
Z'r Z e%4 i�41"///UM L ►12-s 6"50,4 B.
I-
le T ER Ae E e I GkAT/A/G K//TN AEI e'11ac
SE¢VICE MAST• SUMP PUMP
PANEL�HCI -cam G
ANC-2
S nNTATIC ADD-A-PHwSE�
GVERTER.-- I -j
Hc-3� P _ SPRAY PUMP
I 7 �.,/�Z. E,eT,E�/OEO.9LU.L!/NUM
E- d i"G.9A/K G0,711 t/G
EXH.FAN
I C— c, ;` /M/A/. ANON- 5NMIAle
, R I ,14. , GAMY/T �' ° � //4'x/"f_�9�P /•'L f/TE
He I D U _ R•'.
�_ �7d/CHOC�BOLT •.'4. .D . —
d
- BEAM DETAIL I /
4 2 0 4 S
' I
1/4'= 1'-0• ��r— fl
ELECTRICAL PLAN #se/Z oc.I vuTf w,gsvE�
_1 I GRATING DETAIL (AL UA///A/UA4)
HYALITE CfZEEK_ INT_A_KE5_T2UCT_UIZ_E 2_ sJ 3=�"
9
(BOZEMAN GQEEK INTAKE STIZUCTUfZE SIMILAR ( --
5�/z o.c.0• q' 3
//2C4KEf� L3r3xial<1CUM) WEIR DETAIL 3
A I2¢"ME5'H�d/OA/ COC'(�O/BLE 3
� �. , >•' SC�EEA/TOG�/T37DEOrrAA/GCEs"
'S"2 THw-1%2°C. �.
120/240v I aw Za, Q FLS3tE0 0 3 #5�/2"O.C. D
F,vO crioA/ _
METER BASE AS REISI'D. - �`��• 1 Ol/EF��LOW
4 ` _ STRUCTURE
0Y UTILITY COMPANY
3r10 THW-%lec.
2 Ya•B THw- "c. ----- ? a:• a:,� o•'�• > ,*f 5G-'/Z OC,
-� 0,1;� OC F�UCTU�E E/1/
`MAGNk=TIC - PLAN
I� \
STA¢T ER M ,c EME�V.4f3L Ef71-UM.
�PANEL'HC' ADD-A-PHASE 609T/AA5� 5
5 E #' e/Z"O.C.
STATIC CONV -
ERTER SPRAY PUMP 09. 50
OETA/L 2
-'ecu c.¢ou ID 3 SECTION B EA/U O/ f LUA7L
� 'vouNo Roo
LZ X•2'X%a"'ALUM.
SUPPOl�TAA/GLE W/5/e'� - OPEN//VG /A/
ALUM A.P. C 6 0C - - /1LUM vF 4"77A/v
fZISER DIA62AM za oe,
t//?FLAA'�O c%GS. 70 FL UME
CEA/V SECT/Olt/
HYALITE_CREEK INTAKE STRUCTURE_ 0¢. 70
(BOZEMAN CREEK INTAKE STRUCTURE SIMILA2)
/iz"x� KEY 41-UMIA1C1Ai7 --- FLUME DETAIL 6
- — -- - - Gf�AT/A/G
' - " -' �- -- -- SECTION A �OYEF�FLOI�I/ S/-fTUCTUf-E 3
3 W,4LL
L III
BOZEMAN CREEK STRUCTURE 4� SECTION C
CKT FPA-iE- 1.'IRE l AD CY i-AYE VIF;: OVERFLOW DETAIL
1 2. 11 =12 LIGHTS 2 ! 4 1P
I -12 EX
HAUSI FAN 4 40f-2P !P_ rrY PUMP C�J'7. -:.P
- - - - —. --
E3'
SPARE _- - !OA-iD - /E,l�/'ST.G.POG/N!�
12 D3uM.DPVE - ID 3 I- _ SGHED'JLE OF MOTOR S T AR T ERS ili,� CGti i RuL EC�j I i ;'IE�i
- -
_ H;rOa 5 T p R i E R O.L. DEVICES ALM VARY Z
,5 -- - - W
17 t6 1 HP PI! ,VOLTS HE0. CATALOG NO. SIZE POLES NTRS Swl if,H PILOT EQJIo,
19 20 _ _ ADD-A-PHASE /VOF 7iY 5h2E `Y
7-t _ - _ - _ -- 24 - - SPRAY PJMP 17S 1 3 240 S UARE-D 65J9-SCG-44 1 3 3 ON OFF GREEN CO'rVERiER -IIn �J
- 26 __sU3f3Jh1p11.2.1 1 1 120 _5QUARE.D_:_251D,EG-1P L_ _.--• -- -- , ---j
30 ----- - DRUMDR;4'E 3 4 4=0"
z6
_. _ / , 1 240 SQUARE-0 . 6536-SBG-1 0 2 _2 jOIJ/OFF_.•
34 __-- - - EXIIAUST FAN F 1 1120
36 DRAINAGE DITCH DETAIL 5
— aZ- - - 3
REVISIONS T H O M AS AUGUST, 82 QTR 65-8/
OAT[ Dl9GR—.- -- DAT[ DRAWN ,O.ND D��♦ , DEAN & HOSKINS INC. PROJECT GROUP LZ ELECTRICAL 8r MISC. DETaIL.S � SHEET NO.
R
_ DAT[ D[.O D[91OD F.III.NO— __ ENGINEERING CONSULTANTS BOZEMAN MONTANA WATER SYSTEM IMPROVEMENTS �J
.'ATE D[[CR SCALE AFFROV 'O[D �yV FIL[NO.— C.REAT FALLS-BOZEMAN-KALISPELL MONTAN4
4NEET9