HomeMy WebLinkAboutRiversideWSD_wtr_swr_rec_dwgs_Pages1-12_10252021 /VOTE: ALL DIIII ONS ARE AS CONSTRUCTED.
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BY '*JL DATE /-7lo DES R��I�aN��os/afK/c7/e� Lune, 197.4 P.9. 59-72 THOMAS, DEAN & HOSKINS INC. ( SHEET NO.
DATE DRAWN JDBND. R. I. D. 308 SEWAGE TREATMENT BUILDING
BY— DATE DE5CR. —_ 'DESIGNED
As show �s. FTENO. /6 RIVERSIDE MANOR SUBDIVISION ARCHITECTURAL rJ ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SHEETS
BY— DATE—DESCR. SCALE- APPROVED FILE NO.
3 t-
STRUC'TQRAL.., NOTES
Gc aera% See .pr_.clirc✓;^ions {'.r Fu// requirerr rv<
Design Is i<n accordance with 1973 G/B.C. The si /.,rr /_ l, be ��'f'tiarmica on
/� dasignr�d 3s a complate 4117/t:a/71-J the contrac/or shxaf! / /,1kV-ot ��. /l `-,y'�'rdna=. s,frro-
su wort rill portions as necsssary urn/i/the the un/ire
slruc^fr�"� r:, co,�ip/ate. r•/`i/e� t)ur :/e::: te,:Zuired cars a//
dra we rs.
2. /> r, Jar`/ / ise / 71)le all rnateria/s under slabs and
- -- _- --- -- - - -- - `- ----------------- -- --._ ura/ fin/sh
------- ----------- _ - -` - �'trun gavel w//h not oever 10%a ass g 2��srev - - --- 3 oc Bircht veneer/p ---
6
- -. __.. .------------- - ------ --- ---- ----. lace in 6"/i6fs corn actedfo/00% o/ ASZR20-698. T
,n � ,�) / "S,n/y o17 door�`o`r mower
'N --- - f�c/ngs.
3. Concre/e Lfse concrete wrth 26da y /'c o{ &OOC?,osi. F?r Sink ¢ bJ afl ®there /o be yC"-3101Y.
lee
¢" /6'-O" 4. Reinforring Reinforcin shall conform Io A.5.7 A4.. 1! Saec f icatons �. // c rners ar7ddiv;ders sFc�fl
- -- A
-- A 615 Grade -aa bars. Unless otherwise sh0WI7, /afa be rein forced witrt I"�2"
bar s /ices 30 diamc/ers. Reinfbrcin shown /'r7 -- water/a/
x'9'x/6=ca'x6'G'onc.
P 9
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<' h9`h'6"" sec/ion a,ovlies {or ,<'u// length o{' vva//. Provide
_o.nc pad /or --rPa o d Sr i/tars
� � corner bars to mach harizcanta/ bars in walls. Provide
b/aware d^✓ Iran A/ter ate Canc.PBd 2 6"Square _
F For Fi%tars / r c>
a// charrs, su ors, lie bas,ate., neessary to hold
adfbr P'p Farm/ca Back—�
NI tiarsP {, �' j -� I Pumps Wf - -- --g
r anchor bars 1� -
Ni Waters/ All waterstoc shall be- 6`cent'rbuJh �� \R
- - ,
N I / - with bs. Thickness is to be tapered from �'to/ with _
d \'2'O \1 -?.6" - -5,8 4a. /-B B„ 'coenterbu/b. (/iny/ex f o.R86 35)
F at" /?q Use u /as Fir or Larch framir _ 'h N
Sb
\ / d -_ _ ._ _ _ _- _ �.braeedrto W W PA Gr de �/o.2. Vse 0200 t G/u am
earn of Doug/as Fir or Larcfry 4./. TG. cerfiiied. L'se �, p„ / ., �,6,• 2=0" a
• i i r-- - I \_ /�'_'r--_\ ,, � � ^, � ,� �g„C-G exterior 30//2 plywood{or roofs �"'`�"/exfure I-// �..-- __._ _----'1 I-^�
rn {or walls. Nail ply wood with r9 d of 6 "on bearin,q Edges
J
---- and /�"ors inter/'or bearing /roes. At multiple
N Q 2Extra �56ars stud pasts, na// she0/h/179 to each sfudty/ffi e9dev7`
i
{3Tote/--- ---= 6" Install br/'dyin9 between raf�ars st6 Orr�raximum
l �' LABORATORY CABINET
---`--_ -�------ -- - -'_-- *-_- and L�lock/ `� between ra1"fers over a// wa s an beams.
n
- - --- ------- --
-//ter urr9 5utx7 _ /Extra a
/2 3=0" St3 uare -nr4 Bar Q�
i -=x8'R G,/? see Manhole i2Tot®/) -#S-G�7"Uert -�,.
c/e to i/, sheet c3 G'oncrete Ec2 uip. Coa '
�':Xl=C7;9nehor
Bolt, Locate to
Suit Egzllo.F✓rnisheo Q e y
�`4 Anchor Bars :: a _
L AN �/2"Each Way N
/„
B/o 7ypica/, For { a" 5 aovelsG Horiz. /^3„
Scale./
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4 war�epum
Rey o � a
I �y Key W/
j _ Wa/er eta
Blacking
Brldyinq ' Q�
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nt.
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_��a />r7ul/ll'l/�-' Stud �."-.-�..... `� .✓`. !
MOUNTING PAD DETAIL. �—
CLEAR WELL SLAB DETAIL
A/t�rr�a/� Cork.Blow®r Scale /"=/�-O" -
Mo��t,;,9 Pad. concre%e Pump FOOTING DETAIL
Mounting Pad Sca/e
Concrete Blower I
-- --� %blounfing P.ed
� �r
New
8ui/dingy -�' ° J JI
- --
� h Floor
Wayl y
` Dowels_. c�,"it5-Con71. Wf/ Comer -rt-4
"-%0A
-- - - -- _ _
C. G',Q,r. �. d - - - -. - - - -
p, poroximata E✓e v,
Or/g/nal Ground Ct'r. in Wa// W,// 'Co ver , &" ;
#.4 C�/O rflariz �
Appro.a'irrrate Li,�rt cat'/ Manhole Stays „� 0
Neew Grayf AW/ 5'ee Detail
r 2"h'e W/ 4"
,� Water stop �� ®g
970
'c'
/'.3 /5 x4@!2 Each Wa y
wll'Cover hh^
SECTION -- ---- 15 --Q -
AS CONSTRUCTED
BY C�2/Y I,MY.-.-. QAYE_..�:_.J¢�...___U4 ..i, /a/.S. C��Mf�6/f1a/�T�,P•JTG,G OJG 7GP_a,7,.�S—__..—_—.—. �a -h /� DESfGN6 P._ B�D�/ny ai (' B Gr O SEWAGE
BY RAWN _— — !OS NO_ OM0S, AN - yC eNS INC. Ra1. W. 308 N(3n E?3RC Co159.rANxr A1 FALLS, ANT NA
BY _ ._ DGR. _ ....- .-....._.... LRIVERSIEDE MANOR SUBDVISI '7rRUCT ALPLANS,
,•a Lp@G .w.M.pM.4.
C q_°pTpF 1. k g4oryO.,
v a M
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ELECTR/CAL PANEL ELECTR/CAL LEGEND
Concrete
Sp/ashB/oe* PANEL 'A " \QA Fixture 9 Ho/ophane
5A'W 240lr/¢ / \ 46,94 With 200watf Lamp
E/eetric !/r�it Pressure star A-/ •ZOA-/P Z/hHTS 4-2 20A-/P OL/TLETS
l�auge in E/ectriea/
Heater Teeol,Vert,Ca/ Pane/ A" A-3 ,ZOA-/P 6ZObVER A-4 20A/P SPARE �B Fixture 'B"Perre//its
3"Pipe .; A-5 ZOA-/P/500P4/HEATER 4-6 / \ 'v6-6 With /OOwatt Game
- � 30A-2P HEATER
/70 CF.M �j4••S P A-7 20A-/P �V si S�Wa A-B
Fixture "C"Perfe//ifs
Exhaust B/ower q_6 2 A-9 A-/0 20A-/P SPARE / BVC-,29 With /OOwaff Lamp
A-/ 20A ZP S,oare
A-/2 ZOA-/P gPARE
3" Electric Mofor
o 1I I Note=Pane/'A'is /20/,240[%,/sa,3Wird+
W/70Armp-2Po/e Main Breaker, /OOAm�o Thermosta t
\ 3" Ai O Mair/s, IgrVeutra/, Bofforn Feed
0- Wa// Recepfac%
v Location of/OOi .
, W
P.,plbgP�/ °j Raof•Vent
0 Fractional H.P. /Y/otor Sentii�e/
� //� 2-WX30r1 W&'LL-X-T,QOG
Q /'�ooperP;oe Under O /i 4" j Water Sforaye
F/oor. loariect fo Tee in 1
l D/scharye Lure. Cap End / Tanks SOecia/EQuioment Out/at
\ {or Future Ch/orir�ator o o i 8 bb
Wafer SupP/y(6'AboveF/oor). A-%/ /,•�/ IVSw/tch
�iPdne/:4'�or 2�
/ /Future Chlorinator O
!h/orinatar,2Cy/finder
Scale {Chlorine 7.vske o F/oor A
To Be Provided 6y Others Ora/n
AA Fuf ure Date o E/ec.fltr. �2
Wall Ga A-
P / / Pump Control Pane/
G . We// Meter Base A,F!e aired ¢Starter
9,0, Q"Concrete Q
Zn9ta//Exhaust B/ower- _ Slab By Uti/i y lon�pay
/9/C.F.M.@%"S.P. with Gravity Q Pame/
Backdra{f Damper rW'F//cap. 3 u2,/�"`4In '4„ 240 V
Extend 26f�auye 5"Din. Duct 45�Bend4 "Conduit 3Phase
To/B"From i7oor f SuP�norf a s 1p&f' . R L A/V Thrust Blocks
Scale:%z•"=/'O" *I
0 m /20/2401;4Wire "x(o"x30'%iriyed
\ Underground Secor/dary Wireway
uj Service By Utility CornPariy
\ \ , Sta. 7+10 tor�necY) Wafer Main Bef veer We//Pump
O C N> To
m M p Existing Ga//afire Drive
0 b w Q h 0 Ip 0 6"Tee Riverside Drive A/OTE: All Wir/rny To Be Corrcealed_T"
'Ii
Subrrrersib/e Pump,Gh/orine >\ O ry\ yQ y �C b ro �1 S 1 T E PL A AJ 9
C � � � � F/oor,Wa//s and Cei/err
,4emovab/e eaghi -ao II/�ipmy a` A •k I ry a \NgN.N
Connections By Others- Q3 M Q `h V M M \S m a h N N WX304 Ia/ELL-X TQOL EL ECT�s'/CAL R/SER
Contractor Under This Contr<rct Sforaye Yank D/A,! TRAM
to COmmeGf A//PrP/n-y At
lasing Cap,Furnish Ir
A//Electrical Eggulorner�t a P dl
And Controls,,4nd t'o Provide
AComa�te�O,oeretiona/ 0 /o"x2=6"SQ. Concrete
Face/it mo '� Tank SupPo.-f Pad
OB•5 C-
o } �6xisfiny Ground
6"Crushed P New ComPactedFi%/
"' Grave/
6 Tapped F/anye ;.
\0 TYP /"Copper P/pe
6"Duc ti%Iron Pioe
a'.
90'IW11.Bend
With yetairrer
Cy/ands
/'Schedule 80PKC.Oowrr
Well fo/=0"4bove Top of Screen
By Others. Under This Contras f
Extend to Ch/orirre!foam III StaP
G"Above F/oor Cap with Threaded
Fitting for Future Ch/orineSo/ufion Note A//rnechanica/ equpment she//bepainfed
Dine. as follows:
se e To,J/v /.Prepare surface as Per manufacturers recommendations•
Scale=%"=1'C7" 2.Fie/dpriir�e wifhlmeito/Rust-Penefrafiny Prime '`r622.
3.Ino'oors:Porrkote Errama/-,Zcoafs-/.4m�%s/oaf
4.Outdoors=�/amortex Ename/-Zcoats-/.4m.%s�coaf
5.Co/ors to be aooroved by the Enyiieer.
REVISIONS SHEET NO.
BY- DATE DESCR._ DATE March /975 DRAWN eL 7- JOB NO. 53-73 THOMAS, DEAN & HOSKINS INC. R. I. D. 308 ALTERNATE LAYOUT --..-.---
BY DATP DESCR. __ DESI�NED w/y o-. P.E.NO. RIVERSIDE MANOR SUBDIVISION PUMP HOUSE MECHANICAL 9NEET5 3
BY DATE DESCR A5 ShOYI//7 /� ENGINEERING CONSULTANTS GREAT FALLS, MONTANA
--__-_- SCALE_ ______ -._._ APPROVED /r ��-L^-"FILE NO.
L E G E N D
Utility Lines By Others
SEWAGE TREATMENT BUILDING Utility Lines By Contractor
w2 Water Line & Size
-- - -- 5.1 Sanitary Sewer Line & Size OOOW PROJECT AREA
SPRINKLER SYSTEM —4595— Existing Contour & Elevation N
4597
By Contr Finished Contour & Elevation
Drain M. T.O.D.=o9.0 Top of Dike = Elevation 03.0 9
Contractor F.L. 99.7 Pipe Flow Line (Invert) Elevation +
LAGOON SITE T— �- N Yard Gate Valve
D4 Gate Valve
I Q P K \ p.d Pneumatically Operated Butterfly Valve r
0
p \ p4 Pneumatically Operated Flow Control Valve r BG
Sa ,9 \ VI Check Valve rr
BOZEMAN'S WAST
-� WATER TREATMENT PLANT
Water service line to SS Outfall line /3
Sewage Treatment by others 2y�P S n+�
Building by contractor a/ I-ff
J 9O GS
Insfg//,2"��ate ua/ve � R I E I
Yea/re hox. gee detail gS
oa Sheet 7 O� F Z
I NOTE:
Water mains & I eN R�yER
sewage collection
system by others
B
v I 1
Q
I T °�, °o
l N"/�
001 `-��-
O 4
f � I
/BORROW' I
/ ( AREA VICINITY MAP
NO SCALE
RIVERSIDE COUNTRY I __
CLUB
SPRINKLER SYSTEM
CAST SHEET NO. DESCRIPTION
LOCATION MAP, VICINITY MAP
M
i & GENERAL NOTES
z GENERAL N 0 T E S 2. SITE PLAN & DETAILS
w // Coafracfor Shd// /yc/ify Uti/iT% lomPan` I4 l9riliny ,9nd 3. LAGOON PLAN, SECTIONS &DETAILS
0 Be gesooasih/e For The Exact L ocalicn
m !/ti/iPies Before BPyinniii9 lo�s>iuction. 4 SEWAGE TREATMENT BUILDING
\\ 0 2)A// Pressure Pa-- 9ha// Be Iiiste/%d 90 As Nc/ T Intersect STRUCTURAL PLAN, SECTIONS & DETAILS
✓V� ~� The Grades Of 6rav/l F/ow pipes. 5. SEWAGE TREATMENT BUILDING
3JA// Ashesfas-Ceaieaf Pipe Pe:etralions through Outside ARCHITECTURAL
LOCATION MAP /yd//s of 9fraofures 9ha// !Ole a/led l*ifh An A.c. SEWAGE TREATMENT BUILDING
SC LE: /"=200' Coup/in Ia The dYa//And Oae thir �'-3'l4'd6 ACP) M 6. EQUIPMENT LAYOUT
6'-6"{8 9Ca+) Fro�i The/gall To A//o�for SP1t/eirient
7. MISCELLANEOUS DETAILS
4J F/erih/P L'ouo/irys ased D'ad�ryroand.fba//Be O>fast Jror�
LIFT STATION WET WELL &
SJPiae Ins/a/led Threu9h //s Be%w Marineim Liyad LPre/ 8 MISCELLANEOUS DETAILS
S'hai/ Be Made flaferfiy/�t 9` Usi�9 9 �// 9/Pepe �Yb 4
Co//ar siirri/ar Tc C/am F/429. 9 SEWAGE TREATMENT BUILDING \ e
6Jloacrete Thras/ B/acFs 9ha// Be Insfa/led O� A// ELECTRICAL PLAN '2
OPf/ec7ions Of 22%2 ' os- /11ore, Flefainer G/ands S'ha//9e I /
Jasta//Pd o� .9// /llechanica/Toi�f �anaPc/ions Ia Addilian
To Thrust B/acFiiiy At Oef/ecIionr. \
I
REVISIGHS
q S, -7z THOMAS, DEAN & HOSKINS INC. LOCATION MAP, VICINITY MAP B"
EET NO.
BY DATE DESCR. DAT�tlune /974 DRAWN Q'r�'J JOB NO. — R.I D. �0 V
BY DATE DESCR. DESIGNED-L.D/-/� F.B.NO. RIVERSIDE MANOR SUBDIVISION 8� GENERAL NOTES I
BY-_ DATE-.- DESCR. SCALE_AS•_ShD_�n APPROVED FILE NO. �E ENGINEERING CONSULTANTS GREAT FALLS, MONTANA SHEETS I
N
No ��
x \
� �yss�yB r3z, ,ram ,001� ,
0 >4p wy \\ )
I h bo!aye �1 \
(g3J
bra
h Q 30' 30" Ll Q h Q
m
o I
go'
41ote8 Cats at e'?d of services are refe�--
p 9/-Oa�d a S iro 1-he eeostruc-
V E SIDE THE NUMBER/N PWRENTHES/S /ND/GATES
1_ _ _ LENGT// OF Tye SEFt�/CE ZIAYr
—+ 5, ——— �\ O p/ - _ It
W/THTA STEEL FENCE FIOST CE L/NES /S M9FlKElJ
'7
--
- -
— - -
To/f77 --
Tyo�
4610 T - — 4610
yo /Bac
_ -- _
- i2/iri E/eu-06 -_
4605 sti cetg Crad� 4605
- -- —
4600 % - ---- -� -
/ a Gds �Ex/sfi�g Grourd - = _
O.40
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REVISIONS qySHEET NO.
BY r'Ty DATE � T-'_ DE6CR. !'S•� C��SfrUGfed DATE M�tt[�.,/923 DRAWN J.H.A. JOB NO, 5.3-22 THOIYIAS, oeAry & HosKINs INC. RIVERSIDE DEVELOPMENT CO. RIVERSIDE DRIVE a PARK PLAZA 11
BY DATE DESGR. --- /"- HO//2. DESIGNED�Z.o.H. _F.B.NO. RIVERSIDE MANOR SUBDIVISION SANITARY SEWER 2
APPROVED ��----rlLe NO.
ENGINEERING CONSULTANTS GREAT FALLS, MONTANA SHEETS
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REVISIONS I I SHEET NO.
BY T—IJ DATE 4-8'75 D"', ,.,-__ GATE MBG �97✓0 _°RAwN_-�H.A�,/ JOSNO. 53-2-2 THOMAS, DEAN & HOSKINS INC. RIVERSIDE DEVELOPMENT CO. RIVERSIDE DRIVE & PARK PLAZA
8.- DATF DESCR. —_-_ -- / so'Ho"Z. DESIGNED L.O F.B.NO. RIVERSIDE MANOR SUBDIVISION SANITARY SEWER 3
Br °ATE °ESCR. scALE_��S V/ rf' �6 ENGINEERING CONSULTANTS GREAT FALLS. MONTANA sheers
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F$ REVISIONS THOMAS, ®EAN & HosKiNs INC. RIVERSIDE DEVELOPMENT CO. RIVERSIDE DRIVE 4�LHEETS
9MEET NO.
BY-T`hl DATE •4-8_7`5DESCR. fps '� COI>S//UG fBd -ATE__ au.19J3 DRAWN_`/H'�� JOB NO._S3-JZBY. DATE DESCR. /• SD/iO//�.. DESIGNED /.o H. F.B.NO. RIVERSIDE MANOR SUBDIVISIONSANITARY SEWER4S I�r : f�' "'16 ENGINEERING CONSULTANTS GREAT FALLS, MONTANA
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REVISIONS �1�.H.ETByG�.r DwTG '�-6-7S DESCR. 45-COiVST,P!/'- DATE /,/923 DRAWN ✓•h:A. JOBND THOMAS. DEAN & HOSKINS iNc. RIVERSIDE DEVELOPMENT CO. GALLATIN DRIVE >� OUTFALL LINEsr Dwre DEscR. . / r/ . DESIGNE GoH F.a.NO, RIVERSIDE MANOR SUBDIVISION SANITAR1l SEWER By DwrR DsscR.—_._-. scALE srAPPROVED - FILE rvo. #/6 ENGINEERING CONSULTANTS GREAT FALLS, MONTANA
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BY DATE 7-1- DES DAT Me�l�./973 DRAWN J.F/.A. JOB NO.
T`$jQy t�EVtIOM .S3-7__ THOMAS, DEAN & HOSKINS INC. RIVERSIDE DEVELOPMENT CO. RIVERSIDE DR.- GALLATIN DR. TIE SHEET ND.
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BY- DAT DESIGNED LD'H' F.S.NO. RIVERSIDE MANOR cJUBDIVISION WATER MAINS 7
1� L s ENGINEERING CONSULTANTS GREAT FALLS, MONTANA sHEErs
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! REVISIONS J THOMAS, DEAN & HOSKINS INC. I I SHEE
6V J DATP '¢-/ -r✓ DE9DR. AS-COI71f/'FJGfCq - DATEM�y,/973 DRAWN ��'A' ,oBNo 53-22 � RIVERSIDE DEVELOPMENT CO. - GALLATIN DRIVE --
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T >f.� s REVISIONS ` - — ..... __ ...... _._......
BY ,,�'/� DATE 'r1TA-/Y� DES, 4s C'�n3'1`/•UC tE:' DAT /M-41"/`.t 73 DRAWN JH:A; JOB NO,6-3 22 THOMAS, DEAN & HOSKINS INC. RIVERSIDE DEVELOPMENT CO. GALLATIN a RIVERSIDE DRIVES I I SHEET"�.
BY DATE DESCR _ / =SO NOr/2. DESIGN L.O./t F.D.ND. RIVERSIDE MANOR SUBDIVISION WATER MAINS �J
BY DATE DEscR scwLE/ -S 1/arf' wEERovED� ILE NO. �f6 ENGINEERING CONSULTANTS GREAT FALLS, MONTANA „t:ETS