HomeMy WebLinkAboutWater Treatment Facilities Improvements1999 WATER TREATMENT
FACILITIES IMPROVEMENTS
AS CONSTRUCTED
Prepared for:
City of Bozeman, Montana
Location Map
SET NO.
SHEET INDEX: M C T A N A �
GREAT FALLS
MISSOULA .LEWISTOWN ���
1 . . . Cover Street
HELENA /
2 . . . New Chemical Feed Building BUTTE BOZE AN �-
B[LLINGS
Site Plan and Section DILLON
3 . . . New Chemical Feed Building
Plans �C Elevations
Project Location
4 . . . New Chemical Feed Building
Construction Details Prepared by:
5 . . • New Sludge Drying Bed ONT-Ati''
s
Site Plan and Details (Additive Alternate A ) =19,� 10;A�° M.
Damschen & Associates, Inc.
11 i _ CONSULTING ENGINEERS
20
6 . . . New Chemical Feed Building 30 11th Ave., Suite 11
ss " � ,
• •
•HELENA, MONTANA•
Mechanical
' . . . New Chemical Feed Building BIacK � eatcn
Electrical Denver, Colorado
Kansas City, Missouri
RECEIVED JUN 1 }ggg
I II IIIII//
I)AVED ACCESS ROAD
IINLY SMALL DUANUUV,(50 TO 150 CY.)OF EXCESS MATERIALS iP5
NO SCALE ARE ANTICIPATED.X;IPATED.R THE RESPONSIBILITY OF 11E CON1PIClOR S , ill /,��_
ADDITIVE ALTERNATE B TO VERIFY MATERIAL QUANTITIES,EXCESS MATERIAL MAY BE . =
STOCKPILED AT THIS LOCATION.SMALL DUAHTMES OF EXCESS MAY
—l'ASPALI?IF CONCREII ALSO BE INCORPORATEII N1T0 EMBANKMENTS AS APPROVED BY /A, INO pR0
TM ENGNECR.IC SEAM OOANTKMS DE ADDITIONAL EARTH
MATERIAL ARE RCOU•E7,THEY MAY BE TAIQN FROM EXISTING/ MATCRAIS SIOCKPIUEO AT THIS LOCATION, f
U
—._EXISTING 12 I—
COURSE
TPA rl
S LEVELING ® Ar
-- ----- -- -- couRSE O oFf GRAVEL NEW SLUDGE DRYING BED I
BLADED AND COMPACTED
AS NECESSARY)AS ALTERNATE A) w
(n
N
I 1 i U
1 Q
1
TPj C/7
i • V)
I
I 11 1 EXISTING FENCE
H F A -y Rom—•-- -1r�--a r r r r \ r i
I 1 EX5TINC1 QASINS IQ BE(ILISO WITH Wj -
1 1 AND REVEGEIATED(COMPACT TO 90% -
1 STANDARD PROCTOR)
N
I L j
y � I� CU
m
1
.0 SCOP I
EXISTING
1 �L.p aroL - FIELD
APPROXIMATE LOCATION
OF EXISTING BURIED I EEH" Rl / ip rgngl�
ELECTRICAL CABLE
TO DRAIN SUMP 0 Awn
EXISTING ACCCS5 ROAD TO RECEIVE I 1 Q311 T 1 [# I�N�FS
NEW! LIFE Of PAVEMENT , 1, 1 1 W API J
I FvruRE EXISTING
(ADDITIVE ALTERNATE B) EXISTING �1 1 YE _ I SACNwASH t BACKWASH
GARAGE _A4 I � --I ,r r' SURGE BASIN SURGE BASIN
I EnSnWC PAYED GARAGE ACCESS --- l e,i /y/1�/" L(1'. ^'e W
TO BE REMOVED AND REPLACED-- i III 1 . Zz
RAlsf EXISTING SEWER ClfA1gU1 r s ci a OI
E�'-RA_ .�_.1 l,r` f �f C --14^; F i` .• t0 BE FLUSH M111,MW ASP/VLT m OIL
NEw LID l)lA1 IS ACCEPABIE y .-
nY:r STRFET APPIICATgNS y
EHTRANC( / 1 / - Z m m m
\ O
]� 'OBAOC NEW ASNNiT Y <
1 ti0~/ BY�INOIIIEEAR NEC DIED EMMBNMUNIEXTEND T SLOPES SFAUL BE EW PAYED DRIVEWAY
AAA , a W
F
AND
h I .� .ES ' ��p5 y (STRIP)OPS(II N,ZC EXCAVATED SOIL a �i 0
b�i / y'�C WR PxOT (ROM OfE�pOjEORIG-AS SLUDGE DRYING INTO NOFM �> p
/ I /I TO PR (R�AS AFCESyA'r PROVIDE GRAVEL I a
BASEEW_—P,NA\VIW 0.1 SE CRSE A}'PAVEMENT ITT
MA"IN 10 FXWNO ASPHALT_ .
EDGE TO PROVIDE A I
1 VERTICAL JOINT 0 BEGNMM:or
1 _ NEW ASANET. ' _
T 'AC A(w YIAZ MIDN��-- -- _ _----- -- - - -
NFw r-FM •,,F!STv, N .— -`�n iwu Me�H - �e Mc141_m ___ _ _ _ _� Q Z
A,EF DLH IN --- —-------r--_______„�`_"_____ - _� ___
E'Al Lill•WERE NT UJ
__________ w i{
• �' J ED TO FEED GAJ"C, CL
T w�2a r[C witCCTtn IN:r LL CLZ
' RFVFI HIROUCM
v ILU I kf.IFYnll Anal SAMINC WATER J w Q J
M'�Ni:UI,01 FRS!II'MVk[v4 Q
CNJF <ic - � ��
W
w o
EXISTING BACKWASH 1 I 1(D w
EXISTING WATER B.vNs
TREATMENT PLANT =Z
BUILDING UQ Z Q
U �_Jaz
n. .—MITAI N001 w� Q
../.. 1,-. rl nI nl CMU M.A, LF
ti ie>TMC NOnOWAIj PARNtN. Sµ0FN6 {I
/ 4: CALRtCGS9fA Z•EOM
LXISIING GROUND__.l - _ f NEW CHEMICAL FEED BASIN Q z y
TIwsH cRo 0 - - _ _ - rL..A
- --------- =-- - ------- SITE PLAN z a;
SCALE T" 30' 0
EXi�IIHf,A;PHNT �.�G.MPHONAi _ (���! F•M
45 L'HA:iI( CCNt;'tilE'vAJiME'• C)
NEW CMEMIUI R[0 WILD'. i ~ 4wy
I + 12'BASE COURSE
--COMPACTED FILL FROM NEW
NEW CHEMICAL FEED BUILDING t10BGFI"A`CTEIDIN8ON '` �"'-` ' "`H
SUBCRADE—/ (TO BE COMPACTED IN TO �� JCAi
MOLSFlED PROCTOR)
70 5'.T ;�
SITE SECTION TYPICAL SECTION FOR .�S�M
vLm
NOT TC SCALE PAVED_ DRIVEWAY AREA
NO SCALE BASE BID
of 7
OPFN/NG-ONG"t DUI-t EAST ELEVATION WEST ELEVATION
SCALE: 1/4 METAL RIDGE VENT
0.
L SCALE: 1/4" V- 0" "'6
nv,rU .... ......TR'P,
P,
DOW
M AL ROOFING
BOND METAL FAS11-'
BEAM
SPLIT FACE CMU (BROWN) LOUVER LOUVER
(TYP,) CD_I CD-2
BONI) MT. HT, = 6'-8-ABOVE I
FINISH GRADE
BEAN I OPERATING FILR TO TO'
(TYP I t
o T
-
GRADE
TO DRAIN A Ay -L L'J� F
ROM BLDG 2% MIN BOND
4-- 5204,5 1 1 1 T BEAM
h-1- -,�c z
L 204ti 13
z
N 0 T E 5 CONC. IDN — W
(TYP) I _L-_ 46 0
1. SEE PIPING SCHEMATIC FOR ADDITIONAL BOND BEAM -ELF z -If
REQUIREMENTS EXISTING GROUND
I- ,w7l
2. MAINTAIN 6.5' MIN, COVER ON BURIED
FLOOR PLAN SAMPLE AND SOLUTION LINES.
3. PROVIDE WALL SLEEVE AND MODULAR WALL
N o r t I SEALS AT PIPE WALL PENETRATIONS EXISTING MATERIAL MAY BE TANK fLR -ADD- C OF TOPSOIL & -- ------- -- - LUNG In
SCALE: 1/2" 1'- 0" 4. TANK TO BE BOLTED TO ITS CONCRETE BASE USED FOR BACKFILL AROUND LEVEL REAGETATE PER SEEDING
ER MANUFACTURER'S RECOMMENDATIONS. FDN WALLS. COMPACT TO 95% SPEC
p MAX DENSITY PER STRUCI EMB.' Fin III, Eiev
1. PROVIDE BOXOUT IN TANK BASE FOR TANK OUTLET SPECIFICATIONS 19620 -----
--- - -
--------------------------------- ------------------------ =---------------- ----------------
20'-0* STRUCTURAL- /*,e
EMBANKMENT
IT
CPVC OVERFLOW, EXTEND TO
FLOOR AND TURN UP 2' FOR
ODOR TRAP 1.4 tL[AR TRIM 0
0 CMu I, ROOF INTERFACE
(TYP 0 (ABLE ENDS)
12*HIGH CONIC. t
GUTTER & I I D
SE DOWNSPOUT GUTTER & I 1- 7 1
DOWNSPOUT
CEILING L
MOUN ED I ---- ci m
3' VENT LINE BLOCK UP WITH 2"
HFATIR ELEV. 2 - I
CMU FULL FIT. 0 z
IT GABLE ENDS AS I TANK FILL LINE m
f I I SHOWN m yam0
24 SO. x 6-THICK
0 MATCH IN TO DRAIN PAD w/ 6" FUR.
EXIST. PAVEMENT 7 T DRAIN o o < u
2*TANK L -i;—- Fin, Fir Flev
6000 GALLON FILL LINE T 204
CAUSTIC SODA
TANK
CONIC SPLASH BLOC, CONIC, SPLASH BLOCK
34 (36'L 12"W MIN _T 136"L z 12"W MIN.)
EXIST GROUND
0
ij u
WOOD WALKIN, PLATFORM
LLI
I"D
ADDED C URN CONSTRUCTION
, ------------ ------------------ - LLJ _J
----(---------
------------—---
TANK LEVEL Lij LU
CIO
`L�" HANDRAIL SIGHT se
-RAIL SYSTEM) 01
(3 TUBE NORTH ELEVATION STRUCTURAL EMBANKMENT • _j
If PER SPECIFICATIONS UNDER SOUTH ELEVATION <
�A.N K 200 GALL DN Ii ATER SCALE: 1/4" V- 0" ALL FOOTINGS & SLABS z
r I,f TEMPORARY TiNK SCALE: 1/4" 0"
"JIM
L24' DIA MANWAY DRAIN <
N"! 1 Al",H 2" SUCTION now _j
18" SQUARE 1, 18" d TO CnNTPr)( CFNTFP HFAOFR Uj CL
R
Bot Of Ft El 20_O` L)
lAil
NATURAL GRAVEL BASEL)
1, HEADER IPPLIR) VAIERIAL. 12" HIGH CONC, 13'-4"
Ft EV - 201 3r TANK BASE _j
SHP MOTOR STAFFER Top Of Wall I
4 ------------
EE SHT F FOR PIPINIL, ';(HtMAT!C
MEIERINC P-P
AWi, IN 0 T E
SUB-EXCAVATE TO SUIT;,
PVC PIPE )01 9'T
3/4 C CONTROL CENTER
CONNECTED TO 1/2" PH SENSOR (AS APPROVED BY THE
PVC TUBING HERE 2" SAMPLE WATER HEADER 1 112- BACKFLOW WITH STRUCTURAL EMB,'', PFCIFICATIONS z
(CPVC) C ELEV = 207.00 PREVIENTFIR DEPTH SHOWN IS APPR� YAT� ',NI) SEE 3 0"
_ I -ell! rn
RE
QUIREMENTS FOR NEARBY TEST PIT
OF-ERATtNG F-LOC)R
z
FIT Elev 204 7
LAB SINK L............................. ----------- IT
2*CPVC LINE TO SAFETY .. ... ..................................
CARRY PVC TUBING
TO.CLEARWW L EQUIP FY[WA'_.H
CABINET I,' CASE CABINET
fE ELEV. 198. 0 ----------------------------------------------1-11,111,.......... NEW SUMP LOCATION 7/15/9 -�/�21'
Pt :VHI V",N,I N o
PULL BOX 0
Y.
AL I. lkllt�)14, 1, 1 N6 �LEVATIONE ARE RELATIVE.1 1 J I N 6
TO OPERATING FLOOR. FINAL BUILDING FLOOR 0. 0
L)
ELEVATION WILL BE SET BY THE ENGINEER IN THE
z
E N S,TE DRAINAGE REQUIREMENTS AN[
FIELD BASED 0 Top Of Wall IeY
II MATCHING EX'STING PAVEMENT SLOPES, 204.31
II PL
UMBIC G VENT ZZ
------------------ lo
2- RECIRCULATING SAMPLE DRY CHEMI Al. TANK TANK FILL LINE L--------------------------------------------- 4i — — — — — —
I WATER LINE TO CHEMICAL W/ COrK CnUPtFR 4"CONC SLAB
4 DIFFUSERS IN WTP, q ELLV AHOVE CABINET TOP (SEE DTL RLH
CL ELEV. 19120 Ic.
SEE DTL.
COMPACTED FILL PER SPEC,
IM j c
5'-4 4'-8-
24'SQ. 6" THICK FOtTNDATION PLAN
'Ll 14
DRAIN PAD ./ 6" RR. SCALE: 1/4" = 1'- 0" — — — — — — ';HIFT NO
DRAIN . 8- � 20."CUNT CONIC.
(TO BE CONNECTED TO BUILDING DRAIN)
F, Ft� I
DL L h LEY 4'_[� 3 4" DROP FDN. 4'THROUGH DOORWAY
of 7
CONTINUOUS VENT O RIDGE
STAIR SIDE VIEW
RETAINING WALL SECTION Qr Wale
pZv
1/2" OSS SPAN-RATED NOTE: LAYUP MASONRY TO ALLOW 3 4 SCALE: 1 2" = 1'-0' NOTE: STAIR fDN.WALL NO SCALE
S EATNING UDDER FRAMING O GABLE ENDS / CHAMFER JOINT BETWEEN p a
WITH 2x6 SUB-FASCIA UNDER NOTE: BEND 8- NOSE WALL IX STEP POUR
150 ASPHALT SAT.FELT --- 4"CONC. SUB W I 2" EXPANSION JT MAT'L BAR N'MIN. PER DETAIL. 4-
24 GA. MIN. METAL FASCIA / / QF
/ // O t2"O.C. EA. WAY O SLAB JOINT W/EXTERIOR WALL NIL UU!`,Illf pR
METAL ROOFING ,/2"x 8"A.B. I,ONL. FDN. WAIL 16 BARS E III�I"`
O 48 O,C. 16•O.C. EA. JOINT DT.
OPERATING FLOOR WAY
ENGINEERED TRUSS- —� INSULATION / / SIMPSON H-1 HURRICANE TIE 1 1/2'CHAMFER -
O 24"O C BAFFLE RE D / (TYP. O RAFTER ENDS) THROUGH JOINT -- - _ 204?0
MAINTAIN 2' MN. AR :f'ACf 5 DOWEL O 12"O.C. BE /4 NOSE -��--•� ~
R-38 INSUL. ABOVE INSULt.�,. �- - -2.8 PR. TR. PLATE
SEE ELEVATIONS FOR GUTTER• DOWNSPOUT 2x4 KEYWAY' BAR 12'MIN.
SEE ELEVATIONS FOR GUTTER 8: DOWNSPOUT - 11e I(MOTYP
)STAIR WALL
.
2.4 SOFFIT FRAMING AS RED•D I + O 41x8 O.C, A ONG lOP
/ CONTAINMENT FLOOR SLAB � I
6 MIL POLY V.B. - Ixl WOOD TRIM J - (ANCHOR TO BLOCK WALL) �� (SEAL JOINTS PER SUB DTL.) OF WALL POUR
7/2" OSB SHEATHING DETAIL •�
5/8"GYP. B0. ` 24 GA. MIN METAL FASCIA A U
12' WITH UPPED SEAM O 7" 2 FROM TOP F NDATION REINFORCING: m ALTERNATE ?AILS 4 4 NO SCALE 0
DOUBLE BOND BEAM W/ 2-/1 - \ (PREFINISHED PER SPEC,) 1 VEV RI C-AL - �S BARS O Ij O.C.
CON 7AINMEN7 FLOOR —j- /4 BARS IN ETC. I
HORIZ. - /5 BARS O 16' O.C. 7'-4"
VENTED METAL SOFFIT 'T
(METAL SOFFIT O GABLE ENDS)
NOTES: 1.)CONTINUOUS BOND BEAM -- 1.2 CEDAR TRIM W/COLORED CALK C STAIR SECTION
REO'D O 8'-0'WALL HEIGHT O EXPOSED JOINT -
2-)JOINT REINFORCEMENT REO'D --- 8" SPLIT FACE CMU WALL PER SPEC. ALTERNATE TAILS �- DOT-_OF FOOTING- 3 4 NO SCALE
O EVERY SECOND COURSE. W 195.OJ
(BROWN) B• A DROP FDN WALI FAS 7
IRST
3.)ALL EXTERIOR CMU WALLS - \--3-/1 CONTINUOUS IN CONC, FTG. FOR SUB STL. SEE D'I REO'D TO FORM FIRST
ARF f0 BE INSULATED WITH 04S DES•OFCAILERT. MIN.OPENINCS■ ' I•-e' ��- /STAIR RISER
LOOSE FILL INSULATION PER
SPEC. SECTION 07/210. BOND BEAM W/ 2-/4 �OPERATIN6 Ir L00k _-
4.)INSULATE EXTERIOR FOUNDATION l0a/0 /5 BAR f
WALLS UP 70 6" BELOW GRADE -WITH RIGID INSULATION PER
SPEC. SECTION 07/270. _ 2x4 KEYWAY
2"CPVC PIPE WITH / P•.0 7.`9.�i*f RF Lr VALVE ��--��
TUBING INSERTED FC _ --
CAUSTIC SODA INTO _ 1
- - BONO BEAM W/2-/4 IR TRANSMISSION LINE /2 OCEL OINX
3 / GRADE 10 DRAIN AWAY FROM BL "OC 1
ALL THE WAY AROUND FOUNDATION
n
TOP OF FOUNDATION CORE DRILL AND PROVIDE
h � /4 M
ELEV.VARIES - SEF F^,uNDA710N PUN V - 6• BUTTERFLY VAI [MODULAR WALL SEA (TYP COMPACTED EARTH (TYv.)USE BAR
/ APPROX_ LIMNS OF FILL
I 36"TRANSMISSION RA ROOM6x6-W2.OxW2.0 wwf
1/2" EXPANSION JT MAT'L o CAUSTIC LINE ---_ GENERATOR
FLOOR FLOOOR SLAB
_--
(SET 3/1" BELOW TOP 8 �+ SODA /5 BAR m
SEAL W/ SILICONE SEALANT O DISCHARGE _ -
OVER APPROVED BACKER ROD) -- DIRECTLY
W
-- -- DAMPROOFING PER SPEC. NTIJ r2x4 KEYWAY oI a
R // ---- \ WATER STOP PER ^-- ---- SEE FOUNDATION PUN FLFARWELI - -. 30 BUTTERFLY VALVE LwE m Z U m
_CONC. SUB CONTINUOUS CONC. }0'rRANSMISvoN
RCINF. W 1 BARS FDN_WALL
O 12" O.C. EA. WAY J - p
6"COMPACTED --- \ DTL. O SUB / AND ELEVATIONS FOR > PENETRATE RECYCLE LINE f
GRAVEL FILL `y FTC. JOINT --- --- ELEV. CHANGES IN TOP WFP OPERATING m m >
` OF CONC. WALI. NEW CHEMICAL 8' DOA'EL O T
FLOOR HERE PIPING NOTES: 8" O.C. p
DIFFUSER (TYP.) HEY+ TARPINC 2"CPVC PIPE FOR m W
TOP F FOOTING U SADDLE (TYP.) R LATK)N/ 1. ROUTE 2 AIR PIPING AS POSSIBLE.
SAMPLE
STAIR SECTION Z U w
SAMPLE WATER - AVOID AND LIQUID TRAPS - 3 0:
O W r
BLOT. OF FOOTING 2. ALL ITEMS EXISTING UNLESS OTHERWISE NOTED. \4 4 NO SCALE n
6 MIL POLY VAPOR BAR. - 1 •• ' CHEMICAL DIFFUSER DETAIL (PLAN)
NOTE.
STRUCTURAL AREAS
(THIN L FOUNDATION REINFORCING: (AT_WATER TREATMENT BUILDING)
IN ALL FILL RIM WITHIN VERTICAL - /4 BARS O 16'O.C.
BUILDING PERIMETER h HORIZ. - /4 BARS O 18" O.C. \ NO SCALE 0 �
UNDER FOOTINGS. %, Z J
3-/4 CONTINUOUS IN Co.,:. FTG.
. IAILS �_ 36"TRANSMISSION LINE Q
ALTFRNATI Q
_ -- ------ - — HEAD J
NOIL. MAINIA;N C' OF COMP w
GRAVEL FILL UNDER ALL q BUILDING SECTION - 8" SPLIT FACE CMU WALL m
INTERIOR SLABS ------- ---
3 4 SCALE: 1/2" = i'-O" NEW 2'CPVC RECIRCULATING [] 0 Z
SAMPLE WATER LINE WITH BALL VALVES (LEAD _ - w 0
1/2•EXPANSION JT MAi'L -_- _
(SET 3/4'BELOW TOP h - 2-/1 BARS O HEADER BOND BEAM /^\
SEAL W// BE
SEALANT • • w
OVER APPROVED BACKER ROD) INSIDE FACE OF e' CMV WALL
CMU WALL
6"CoNC. SLAB W/ -
/a O 12" D.C. U. WAY- - --- 2-/4 BARS O HEADER BOND BEAM 11"���1
• •
4"'THREADED LENGTH CAL SILICONE CAULK Al PERIMETER
CONNECTION TO CHEMICAL � w N
Z
PIPIN
- - O FOUNDATION WALL CAULK FULL PLRIMIIER 1 - MIL,DRIP EDGE =
BOTH SIDES OF WAIL - U
U
T ALUM.SLIDING WIN)
QUICK CONNECTION 2,J \-CAUU(AROUND FRAME (IHCRYAI BREAK FRAME)
ADAPTER WITH CAP (SILICONE PER SPCC.) (FlXCD ALUMINUM WINDOW SIMILAR)
AS SPECIFIED AND AS H.Y.FRAME
PER CHEM.SUPPLIER'S
WATER STOP MATERIAL , ' I REQUIREMENTS. � �)N.Y.DR.PER SPEC. JAMB I�.I
WA EENSTRLAK / 705)- _
-- FOOTING COtIPI IN(; AS REQUIRED ----- t—. I 9/16! .y t 15/16'
/ 2-/4 BARS .• • •,.y
/E CONTAINMENT AREAINTERIOR
_ FLOOR SLAB ----- �' 7 1/2 '1 z
r. � CIS
1 1/2" 1=0" �--- --- ---------
JAMB AEINFSORm CYU•OPENING LL
3 4 = FLANGE VBTH SIUO SOUS. z
THREADED S S. FLANGE.1 WELD TO PIPE. 2-// BARS- -• • 0
f;ELD INSTALLED
— CORE ORtll HOLE I',
MASONRY FOR Fill ��.
PENETRATION O E '
Y
E-X TE�IO12 „7 � O
CAUL%AROUND PEC.) T
1/2• EXPANSION JT MAT'L WALL WIDTH / / (SILICONE PER SP(C.) r`T L
N.Y.FRAYED l!'Vy C-`
(SET BELOW WATER STOP) WEATHERSIRP FRAME PERIMETER- I..I
SEAL JT. W/SILICONE SEALANT O _
OVER APPROVED BACKER ROD)-1 i6•8" O.C. EA. WAY IN TANK BASE
� GCS
—�T _FILL LINE DETAIL3-NO SCALE MIL 7HRESK RSE OLD \ WEATHEAL
r_ • `I • ■ �, 3 4 _
SILICONE CAULK Al PERIMETER
CONC SLAB
WATER STOP MATERIAL - FLOOR SLAB
(CREENSTREAK / 705) /
"ILL A:K
1
- SILL 2-/4 BARS - y-.. Qi .,sp, J.B.M.
IN IN • . • L - DATE RF.�"ION
SHEF' --
Tn H DOOR OPENING I TYPR AL WINDOW OPENING
F TANK BASE FLOOR SLAB 3 4 SCALE:, ,/2,,_D SCALE: 4
3 41 SCALE: 1 1/2" = 1'-O" of 7
2- N4 HORIZ. BARS OTOP "`>"E11111a
(3" CLEARANCE)
5200®-- F--1 2 -#4 BARS O 1' O.C.
k4 HORIZONTAL BAR 5; la:
1 -N4 BAR O 1 O.C.
lflj 1�49 CONCRETE RAMP (3:1 SIDE SLOPE)
6" TOPSOIL ON
DISTURBED AREA
000°—®5197.5
NATIVE MATERIAL '� 0 8 o a p pp e a p o o° o° o i 12"CRUSHED GRAVEL (:,EL NOTE)
COMPACTED BACKFILL SUB-RADE STABILIZATION Hy
(90% STANDARD PROCTOR)! ° - --- °_ FFA6BRRIC ^
NATIVE MATERIAL
COMPACTED BACKFILL
(95% MODIFIED PROCTOR) O
NEW SLUDGE DRYING BASIN /'� , o r-I
(\T , r r / / / y`T' EXISTING GROUND -- '_.�II' #4 HOR�IZ. BARS O TO- COMPACT EXISTING GROUND
ON95% P) U
J 1�, PLAN S7g3 r / r - MODIFIED PROCTOR O
A_ J ' r / / / r / N4 BARS- 12" O.C. �•• 12• ✓n R.
EXISTING CONTOUR (IYP.)-----�� / r r rr 7 i ALTERNATE TAILS ---tg 5194 U;
SCALE: 1" = 30' FINAL CONTOUR (lYP) _ ,/ r / r / > +�
/' / ,' NOTE: GRAVEL BOTTOM FOR SLUDGEJIM& ..
/ / , DRYING BEDS SHALL BE COMPACTE!
/' _y r ,� // p // /� / SECTION A—A IN 12-INCH LIFTS SHALL
MEET
MODIFIk.L
5194 �_ i- �-� � /� � i PROCTOR AND SHALL MEET THE
NEW f'�CHAIN LINK I��� rr i NO SCALE FOLLOWING GRADATION REQUIREMENTS: N
L//^----_ --mom/ FE E AROUND .ti
-i r DGE DRYING BASIN {� /r r SIEVE SIZE PERCENT PA�r4,' J `z
COMPACTED / / / -'L----W 10P OF WALL 1 INCH 100%
EARTH BACKFILL
5195---------- r r N4 SIEVE 25-60% �[ i
/ f— �i
FUTURE //
PROPOSED NEW 6' CHAIN LINK FENCE
,
�200 SIEVE 8-12%
SLUDGE DRYING rr r CO
W BASIN / / FENCE POSTS SHALL BE EMBEDDED
20' WIDE ROAD - b �✓� / �, /'� , G�
1. "� iW' Iso') ,10 OR ANCHORED TO TOP OF CONCRETE
5196-------_ /t:� /�/ /, /�/ /,/ // /,0 WALL PER APPROVED SHOP DRAWINGS
,�.:� / VJ�OVIDE SWALEIfO,DRAIN SLOPES.
THREE 20' WIDE OPENINGS EACH WITH \ . . i/ /
,APPROX. DRAIOAGE SLOPE 1,14 5200 Q--
2- 10' WIDE CHAIN LINK GATES
2- y4 HORIZ. BARS OTOP
-'��``_ N4 HORIZ. BARS O 10" (,3" CLEARANCE)
NATIVE MATERIAL
COMPACTED BACKFILL
(90% STANDARD PROCTOR)
6"TOPSOIL ON 5197.5 �i w DISTURBED AREA
12" CRUSHED GRAVEL (SEE NOTE) z
/' / , SUBGRADE STABILIZATION J n
ELf j: 5199.5/� /'� / -� i /,' FfABBRIC m uL o
- -
( ———— �� , /� • EXISTING GROUND / NATIVE MATERIAL
_ --__NA
Z m Y
I- -;- COMPACTED BACKFILL m
(95% MODIFIED PROCTOR)
5199 — 10' GATE / EXISTING GROUND (TYP.) .r O W
I
--E'IS
TING�FENCE TO IBE REMOVED -,-.- /f4 HORIZ. BARS ® 10" COMPACT TO 95%
1 MODIFIED PROCTOR a o
#4 BARS- 18" O.C. I
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5196.00
---_- 5192.00 -
0.00 40.00 80.00 120.00 160.00 200.00 sP
-- P� ON
S UCN T N D D
i"=20' HORIZ. --- - 5
1"=5' VERT. of 7
1 2 3 4 5 I 6 7 9 9 10
fff }'VENT
CITY SHOULD ADD PLUG "TANK
-- BACKFLOW PREVENTER HERE ` I/ FILL
PLUMBING EQUIPMENT SCHEDULE TANK LEVEL
FLUE 1'FLUE PRESSURE HEMICAL
FROOTI,
P UP THRU GUH-2 SYMBOL SPECIFICATION 0 SENSOR DELIVERY HOSE
OUICK COUPLER
-3/4' ROOF BOT EL
GUH-, �cA �szosso FLOOR DRAINS causnc --
BOT EL SODA
-- STORAGE
5206 50 ---� \ f FD-1 J.R. SMITH 2310 SERIES TAN
(r
sHsr-,
FLOOR CLEANOUTS
VALVE
CD-2 D FCO-1 J.R. SMITH 4033 SERIES HOSE
TRANSITION }-TANK
DRY CHEMICAI 4(OUV'N
(TYP) OUTLET
A NOZZLES(TYP) -, SINK 3/4'
[0 �FR SINK 18 GAUGE STAINLESS STEEL, DRAIN OPENING FOR PRESSURE hAIN
TEMPERAVRE }"TRANSITION
P
STANDARD CUP STRAINER, ONE FAUCET HOLE. RELIEF VALVE PUMP POO FLANGE
-y"GA 3/4- TEMPERED (TYP OF 3)
GA5 JUST 'MODEL SLX-2225-A-GR" WITH MOEN "MODEL WATER t/z-REINFORCED PVC TUBING
TEMPERED 7551" FAUCET. TA _
IN 2'CPVC PIPE 10 CLEARWELL
WATER TANK '/2 ,/ WTP CLEARWELL
NOTE 1) /2' `1/2'
-2'BU EMERGENCY SHOWER/EYEWASH SINK 1
LOCATE BELOW ES EEW SPEAKMAN 'SE-690' 1 XISTING
P.WATER F3ACKFLOW PREVENTER) / HOSE BIB I/2 ES/FF+ 3/4" WA R31 OTRANSMISSION
_. PRE SSI.RF LINE
�CAUCE ��� JN W�
/ ACKFLOW - I'// 1
J TO____MODULAR
R (RYVEN TR COPPER CPVC
DRAIN 2
B 1 1/2" 3'F 1 I 3' SLOPE
3'FCO-1 /T' 3'SANITARY 1 1/2- H iAPHRAGM
DRAIN PRV-1 E,ER y�yE DIFNSER /'EXI•S1TING
2'BU - - -� l ACK (TYP OF 2) ASSEMBW/TAPP NG r/ W TE POTABLE
3' j 3- MECHANICAL ABBREVIATIONS PSRusi wuFG) wNE R TRANSMISSION
SADDLE(TYP)
T /2 VENT VALVE
- AFF ABOVE FINISH FLOOR (NORMALLY CLOSED)
f - AD ACCESS DOOR
I 1 1/2'V INK EDUGER 1
1"GAS BU BELL UP TYP) 1
FOR CONT DRY CHEMICAL 1
SEE SITE CONTAINER CD CONTROL DAMPER BALL
VALVE
PLAN �I E ELECTRIC OPERATOR (TYP)
El ELEVATION
ES/EEW EMERGENCY SHOVER/EMERGENCY EYEWASH ��, ,,,��� ///���___ ''' m CORP STOP
FCO FLOOR DRAIN
ICI aND TAPPING
FD FLOOR DRAIN HEADER J/I //yfl -SADDLE
[EL.5201.50
CUR GAS UNIT HEATER CHECK --- I•f----- --
VALVE CEN TRINGAL WON
PF PROPELLER FAN (TIP) PUMP,SHP-, (TYP)
PRV PRESSURE REDUCING VALVE 2-�
SAMPLE LINE NOTE: FLUSH PVC TUBING WITH CLEAN
L. T THERMOSTAT WATER PRIOR TO REMOVING OR
TYR TYPICAL PERFORMING MAINTENANCE
MECHANICAL/HVAC V VENT
FLOOR PLAN VTR VENT THRU Roof
PIPING
CL-II.CL-30.CL-20,GL-X S H MA IC
NO SCALE
2"MIN 1 1 2'MIN TO
CLEARANCE FOR ED SURFACE,
BETWEEN 3"MIN TO
UH-1 WALL MOUNTED LIGHT GUH-2 CONDUITS EXCAVATION
PCC-1 _
MARS
AXB SPACING
MS ` ` � 1/0 TOPNS_URFACEA%
D ^d T
[Q CO-2 DM ,:D-1 `312 BA�SB
- t� LObAP 8
PF_1
MEAT
OO NOTE:
MIICERAN s� A
NOTIO
8) 1 a AND REBARS
3
I CARLONHIGH IMPACT
NOTE,
SERIS28ES
AND SPACERS
ENC TYPE 4x TO PULL f�JK " SERIES SPACERS Z ,1
ENCLOSURES �" ON 0'-0'MAX J •+
CENTERS
CONDUIT NUMBER
•• (TYP)
STA TER �- 2-WALL MOUNTED LIGHTS A S CONSTRUCTED
F SHP-t
WALL MOUNTED LIGHT---�"'� FOSR SHVI- O PCC-
E HF
1-,/Y x e"
TO PULL BOx� I F1 - CONCRUNDER EPPACERS NOTES;
yI GFI SPARE -J 1- CONTRACTOR SHALL PROVIDE AND INSTALL 2-LAMP FLUORESCENT W/ABS
THERMOPLASTIC HOUSING AND IMPACT RESISTANT ACRYLLIC DIFFUSE
SUITABLE FOR WET AND CORROSIVE ENVIRONMENTS- LITHONIA MODEL
EyS TYPICAL DUCT BANK DM240AR120 OR APPROVED EQUAL.PENDANT MOUNT FIXTURES 8'6"FROM FLOOR.
�U TYPICAL DUCT SECTION A SECTION
FIRE SYSTEM T GFI 2-CONTRACTOR TO PROVIDE AND INSTALL OUTDOOR,WALL MOUNTED, PULL BOX
NO SCALE E_2 NO SCALE AT EXISTING WATER TREATMENT PLANT, CONTRACTOR TO VERIFY EXACT LOCATION
OF CONTROL ROOM WHERE EXISTING PLANT CONTROL CENTER-PCC'AND
TO PeNEL'CL' EXISTING LIGHTING PANEL"CL'ARE LOCATED APPROXIMATELY 60 FT SOUTH OF
TO EXISTING BUILDING ENTRANCE. CONTRACTOR TO FIELD DETERMINE EXACT
PANEL PULL BOx (TYP. ROUTING OF CONDUIT INSIDE THE EXISTING WATER TREATMENT PLANT BUILDING.
IF- MA UAL SWATCH
E_2 3.CONTRACTOR TO INSTALL SOW HIGH PRESSURE SODIUM WALL-PAK,DARN BRONZE
DIE-CAST ALUMINUM HOUSING,PRISMATIC GLASS REFRACTOR, 120V FIXTURES 8'6'HIGH.
`iT
O PANEL"CL'COI ON 11E4.CONDUITS SHALL BE ROUTED OVERHEAD OR WITHIN WALLS TO ELECTRICAL EQUIPMENT
r ` r LOCATED`WITHIN THE CONTAINMENT AREA.
! SHEET 2 OF 7 :.J I.- A,S CONSTRUCTED C H A N V E S 5.SEE DRAWING E-1 FOR ELECTRICAL LEGEND h ABBREVIATIONS AND
GENERAL REQUIREMENTS.
PEA DAMSCHEN AND ASSOCIATES
ELECTRICAL
FLOOR PLAN
CITY OF BOZEMAN, MONTANA
- WATER TREATMENT FACILITIES E-1
DESIGNED BMC.ROJ.KLM PROJECT NO.
Damechen k Associates, Inc. DETAILED JRT,KLM Black 6 Vleatcrf
ELECTRICAL/MECHANICAL
_ CHECKED_ AWE Denver, Colorado FLOOR PLANS AND SHEET
5/19/99 AS CONSTRUCTED I R,H. �"'��µ' APPROVED Kansas City, Missouri 28678 6 OF 7
DATE REVISIONS AND RECORD OF ISSUE NO. BY CK AP DATE 23 SCHEMATIC
CCG.DWG.NO: 28670 300 OUO-LO02
I
1 2 3 0 5 I 6 7 B g 10
ONE—LINE DIAGRAM LEGEND PH
METER
A AMBER, AMPERE.ALARM GUH-1
GUH-2 y�
AC ALTERNATING CURRENT
o AR ALARM RELAY
AWG AMERICAN WIRE GAGE NOTE I
CO CIRCUIT BREAKER CHEM FEED PUMPS t THRU },PF-1
CK1 CIRCUIT
`\ CT CYCLE TIMER OR CURRENT TRANSFORMER
4'C 4'CONDUIT
CMEM FEED LTG/RCPTN AND PRE SUPRESSION
DM DAMPER MOTOR 3-1PR/I6S,1'
ITM ELAPSED TIME METER
FVS EMERGENCY VENTILATION SHUTOFF ry + n
n •a ^ ^ n -
R f. GREEN OR GROUND o PH ANALYZER, GUH-1, GUH .
q8G Ifs GROUND WIRE a'
NOTE CIRCUIT FOR PUMP SHP-1 NOT SHOWN.
H7 HERTZ(CYCLE) a = 14
lv xl n
I;0 INPUT/OUTPUT !� u U u a I/I I/I II NOTE 5
U
JH JUNCTION BOX
F:VA KILOVOLT AMPERE MS MS a
N MAGNETIC MOTOR STARTER 1/20 DM OM CS EVS T T 2
MFR MANUFACTURER
MS MANUAL MOTOR STARTER
2P 2 POLE
U
(,, R RED,RAISE,RELAY OR REVERSE U d 2T
IRLCP RECEPTACLE U U \ CPT
F u z CB J ON/OF• O)
S2 SIZE 2 STARTER M
SS SELECTOR SWATCH n
L-G UNDERGROUND Z Z O ¢2 WI ¢2
VOLrs
vA VOLT AMPERE o
Wm WEATHERPROOF z c`3•g o o u izzz
w n �> > �y��++ o aI > x ikl
SOLID LINES NBICATE NEW WORK OR EQUIPMENT.
2 SCREENED LINES( >INDICATE EXISTING WORK OR EQUIPMENT. PROPELLER FAN PF-1 GUH-1 GUH-2 PUMP SHP-1 PH MONITORING SYSTEM
ONE—LINE ONE—LINE ONE—LINE ONE—LINE ONE—LINE
(TYP. OF 2)
CONDUIT & WIRING INSTALLATION LEGEND
METERING PUMP CONTROLLER NOTE 5
EXISTING PLANT CONTROL CENTER'PCC PUMP
(NOTE4)
SHORT DASH FOR EACH PHASE CONDUCTOR. LONG
DASH FOR NEUTRAL CONDUCTOR.CIRCULAR DASH NOTE 4
FOR GROUND WIRE.
( CONCRETE ENCASED CONDUCTOR
120VAC
PANEL'CL'
CB)
ELECTRICAL SYMBOLS
D
NOTE 2 SS
m
• WARE INTERSECTION POINT m � \ fV��OFF� CD-t� CD-2 0 Ol j �� M
Q. n
d l- NORMALLY OPEN CONTACT CD-1�
EXISTING G SCADA DM
- - NORMALLY CLOSED CONTACT j CD-20
Ou a a DM
STARTER,CONTACTOR OR RELAY COIL i a NOTE 4
M ry
WALL MOUNTED LIGHT MOTOR
a m ii o
i i I I
® FUSE a n a a LT
CONTROL POWER
rvrv� TRANSFORMER PROPELLER FAN P —1
`FIB RECEPTACLE
E
US DISCONNECT SWITCH
SYMBOL LEGEND:
IC T, MOTOR STARTER g w
REMOTE FROM STARTER AND DRIVEN EQUIPMENT
IL'N _
i Q AT DRIVEN EQUIPMENT
O UNDERGROUND
FLUORESCENT LIGHTING FIXTURE n �^ uT` a
o � g z a NOTES:
n a a 1i� o a� u z 1.CONTRACTOR TO COORDINATE WITH OWNER EXACT PANEL CIRCUIT TO BE USED.
I/I ELECTRONIC SIGNAL BOOSTER ISOLATER i i =_ < uWN F PROVIDE 2P-20 AMPERE CIRCUIT BREAKER AS REWIRED WITH SHORT CIRCUIT
n 2rc �S xcwi w INTERRUPTING RATING 10 MATCH EXISTING.
2. CONTRACTOR TO VERIFY LOCATION OF EXISTING SCADA PANEL IN
PLANT CONTROL ROOM.
CS CONTROL STATION
}.CONTRACTOR TO LOCATE EXISTING PLANT CONTROL PANEL IN CONTROL ROOM.
F METERING PUMP SHMP-1 METERING PUMP 4.OWNER SHALL BE RESPONSIBLE FOR COORDINATING AND SUPPLYING 1/0
DISCONNECT SWATCH (TYP.FOR SHMP-2 AND SHMP-3) CONTROL PANEL
CARDS AND PROGRAMMING FOR EXISTING SCADA SYSTEM AND PCC.
CONTROL PANEL ONE—LINE
ONE LINE 5. CONTRACTOR SHALL PROVIDE A SELECTOR SWITCH FOR SELECTING EITHER
SIZE I COMBINATION STARTER
(TW OF 3) OF THE PH METERS.
AS CONSTRUCTED NO [F: A'D CC'N '-ST T E D CHANGES
"t N AND ASSOCIATES CITY OF BOZEMAN, MONTANA
WATER TREATMENT FACILITIES E-2
DESIGNED KLM PROJECT N0.
-- --- - - Damschen & Associates, Inc. DETAILED KLM Bh3CK6NIeStCh
--- ---- CHECKED AWE � Denver, Colorado ELECTRICAL
28678 SHEET
APPROVED Kansas City, Missouri ONE—LINES AND BLOCK DIAGRAMS 7 of 7
DATE REVISIONS AND RECORD OF ISSUE NO. BY CK APE DATE
CCG.DWG.NO: 28678-300-000-EOOI