NC0036196_Regional Office Historical File Pre 2018 (4)

NON NPDEM"' FAC1'LITY AND PERMIT DATA
UPDATE OPTION TRXID 50U KEY AC0036196
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ .00 REGION
FACILITY NAME> NEWTON, TOWN-CLARK CREEK 9 COUNTY> CATAWBA 03
ADDRESS: MAILING (REQUIRED) ENGINEER: WILLIS ENGINEERS
STREET: PO BOX. 550 STREET: 6525 MORRISON BLVD.
CITY: NEWTON ST NC ZIP 28658 CITY: CHARLOTTE . ST NC ZIP 28211
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> SEYMOUR FACILITY CONTACT C.A. WILLIS
TYPE OF PROJECT> AUTHORIZATION TO CONSTRUCT LAT: LONG:
DATE APP RCVD 07/18/91 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE ACKNOWLEDGED 07/26/91 DATE REVIEWED / / RETURN DATE
REG COMM REQS c. '/oS/`!I DATE DENIED / / NPDES #-
REG CON'RCVD / / DATE RETURNED . / TRIES Q .0000 NGD
ADD INFO REQS / / OT AG COM REQS / TRIB DATE- / /
ADD INFO RCVD / ;° OT AG COM RCVD
END STAT APP P 10/16/91 DATE ISSUED / / DATE EXPIRE / /
FEE CODE()1=,>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD-SF),5=(S>300A),6=(S<300.-),
7= (SENDE L) , 8= (SEDEL) , 9= (CLREC) , 0 j (NO FEE) DISC CODES ASN/CHG PRNNT
ENG C.ERT' DATE. / / LAST NOV DATE / / CONBILL( )
COMMENTS REQUESTED LETTER OF A/C 07/26 INSTEAD OF' 2ND RETURN.
MESSAGE: *'"* DATA ADDED SUCCESSFULLY ***
. + `« 'DEI' , ,' , 7"ITE . )« E
991

1 • 3
Willis ENGINEERS
July 17, 1991
Ms. Carolyn McCaskill
Division of Environmental Management
512 North Salisbury Street
Raleigh, North Carolina 27611
Subject: City of Newton
Clark Creek Wastewater Treatment Plant
Authorization to Construct
Dear Ms. McCaskill:
949.028 (34)
8 1991
In reference to our phone conversation on July 15, we are returning herewith our
June 24 letter and the three copies of plans and specifications for construction
proposed by the City of Newton at their Clark Creek Wastewater Treatment
Plant. We would appreciate your implementation of the review process in
anticipation of issuance of an Authorization to Construct.
As we discussed, the facilities represented in these plans will not only result in
increased plant capacity, but will also afford the City flexibility and improved
reliability in handling current levels of wastewater within the 5.0 MGD permitted
capacity of the Plant. It is virtually impossible, and would be cost prohibitive, to
separate the proposed improvements between those that provide additional
flexibility/reliability and those related to increased capacity. Thus, the City
wishes to undertake this construction as early as possible even if the increase in
permitted capacity is delayed.
We have checked on the status of the requested modification to the existing
Permit, a modification that was requested about six weeks ago. It appears that
the Notice to Issue is imminent.
Please advise if there are any questions.
Yours very truly,
WILLIS ENGINEERS
C. A. Willis, P.E.
Enclosures
W. C. 1El'T. OF NATUR Ai.
T)
- 7 1991
DIVISION OF i.;AJi':GINIENT
MOORESVILLE REI3l AL OFFICE
6525 Morrison Bouieverd
Charlotte, North Carol ia 28211
704/365-2325 • FAX [phone]

-r,
W[H i5ENGINEERS
June 24, 1991 949.028 (34)
Ms. Carolyn McCaskill
Division of Environmental Management
512 North Salisbury Street
Raleigh, North Carolina 27611
JUL I81991
Subject: City of Newton
Clark Creek Wastewater Treatment Plant Expansion
Authorization to Construct
Dear Ms. McCaskill:
,r
JUN 26 1991
On behalf of the City of Newton we request that the Division of Environmental
Management issue an "Authorization to Construct" for an expansion of the Clark
Creek Wastewater Facilities. Enclosed are three copies of the plans and
specifications for review.
The facilities are currently permitted under the NPDES program by Permit Number
NC 0036196 to discharge 5.0 MGD. The expansion project will increase plant
capacity to 7.5,MGD. A modification to the existing NPDES Permit has already
been requested from the Permits and Engineering Branch.
If there are any questions, please advise.
Yours very truly,
WILLIS ENGINEERS
C. A. Willis, P.E.
CAW/jcg
Enclosure
N. C. DEPT. OF NATURAL
RESOURC:FIS AND
COM ZUNI 1 V
- 7 1991
DiVlSldri BF L:•.;':i a::� PuAIMGEMEUT
MOORESVILLE RE IOP111! OFFICE
cc: Mr. Richard L. French, City Manager
Mr. T. J. Matthews, City Engineer
Mr. Dwight E. Wilson, Sr., Director of Public Utility Treatment
6525 Morrison Boulevard
Charlotte, North Carolina 28211
704/365-2325 • FAX [phone]

INDEX OF DRAWINGS:.
NC IO
CLARK CREEK
PLANT EXPANSION
MAYOR
BOARD OF ALDERMEN
CITY MANAGER
CITY ENGINEER
DIRECTOR OF UTILITY
TREATMENT
4-7
LOCATION MAP
CITY OFFICIALS
HIJGH R. GAITHER
BRENARD'BROWN
C.PATTERSON CLARK
GEORGE REID, JR.
HORACE THOMPSON ROWE
ROBERT D. SAUNDERS
JAMES I. STOCKNER
RICHARD L. FRENCH
T. J. MATTHEWS, P. E.
DWIGHT E. WILSON SR.
CONTRACT DRAWINGS
CLARK CREEK
WASTEWATER
FACILITIES
PLANT EXPANSION
CONTRACT 14.0 - GENERAL
CONTRACT 14. l - ELECTRICAL
CITY OF NEWTON
NORTH CAROLIN A
uvillis ENGINEERS
4�3
GA
N
# 7 slim ff
JULRECEIVED
8 1991
G-1
G-2
G-3
G-4
G-5
G-6
G-7
G-8
a G- 0
G-II
G-I2
G-I3
COVER SHEET
AREA PLAN
GRADING PLAN
GRADING PLAN
GRADING SECTIONS
GRADING SECTIONS
EROSION CONTROL PLAN
EROSION CONTROL PLAN
PROCESS PIPING PLAN
PROCESS PIPING PLAN
PLANT PIPING PLAN
PLANT PIPING PLAN
HYDRAULIC PROFILE
GENERAL DETAILS
S-I EXISTING LIME/GRIT FACILITIES
S-2 LIME/GRIT FACILITIES
S-3 LIME/GRIT FACILITIES
S-4 LIME/GRIT FACILITIES
S-5 LIME/GRIT FACILITIES
S-6 NEW LIME/GRIT ELEVATIONS
S-7 REACTOR CLARIFIER
S-8 SECTIONS t DETAILS
S-9 SECTIONS
5-10 AERATOR PLATFORM
S-II AERATOR SECTIONS
S-I2 EFFLUENT WEIR
S-13 SECONDARY CLARIFIER
5-14 SECTIONS t DETAILS
5-15 SLUDGE HOLDING TANKS
S-!6 SLUDGE HOLDING TANKS
S-17 SLUDGE HOLDING TANKS
S-I8 HOLDING TANK ELEVATIONS
S-I9 DOOR SCHEDULE t DETAILS
S-20 MISCELLANEOUS DETAILS
5-2I MISCELLANEOUS DETAILS
M-1 INFLUENT PUMP STATION
M-2 EXISTING LIME/GRIT FACILITIES
M-3 NEW LIME/GRIT FACILITIES
M-4 NEW UME/GRIT FACILITIES
M-5 NEW LIME/GRIT SECTIONS
M-6 SCHEMATIC & DETAILS
M-7 REACTOR CLARIFIERS
M-8 R/C PUMP STATION
M-9 R/C PUMP STATION
M-I0 AERATION BASINS
M-I I SECONDARY CLARIFIER
M-I2 SECONDARY CLARIFIER
M-I3 RECYCLE PUMP STATION
M-I4 SLUDGE HOLDING TANKS
M-45 SLUDGE HOLDING TANKS
M-16 SLUDGE HOLDING TANKS
E-I SITE PLAN - POWER & CONTROL
E-2 SITE PLAN - POWER & CONTROL
E-3 SITE PLAN DETAILS
E-4 SITE PLAN - LIGHTING
E-5 SITE PLAN - LIGHTING
E-6 LIME/GRIT - POWER t CONTROL
E-7 LIME/GRIT - LIGHTING
E-8 UME/GRIT - HEAT. t VENTILATING
E-9 REACTOR CLARIFIERS
E-10 CONTROL t UGHTING
E-I1 HEATING t VENTILATING
E-12 MISCELLANEOUS MOTORS
E-I3 SLUDGE PUMPING & DEWATERING
E-14 OJ1E.J4NE DIAGRAMS
E-I5. - -ONE LINE DIAGRAMS
E-16 ONE LINE DIAGRAMS
E-!7 ,mcONE LINE DIAGRAMS
FILE NO. 949.028.25E

0', Jow
LOCATION SCHEDULE
STRUCTURE LEGEND POINT
LOCATED
REACTOR CLARIFIER NO.3
REACTOR CLARIFIER NO.4
LIME/GRIT FACILITIES
BLOWER PAD
AERATION BASIN NO.3
AERATION BASIN NO.4
SECONDARY CLARIFIER NO. 3
SLUDGE HOLDING TANK NO. 3
SLUDGE HOLDING TANK NO. 4
SLUDGE PUMPING BUILDING
171WL/ CAW
WI$ IdI CAW it
aUDI KDC
mum JMD
N E
A CENTER 10+39.5 7.12.0
B CENTER 9+35.5 7+12.0
C NECORNER 10.17.5 8+07.0
D NE CORNER 9+68.25 8+07.0
E NECORNER 10.87.5 6+42.0
F NECORNER 9+77.5 6+42.0
G CENTER 3.33.5 3+12.0
H CENTER 5.72.5 7+37.83
CENTER 5+72.5 8+01.49
J SE CORNER 5,30.5 7.85.66
r CIA
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MO.
DATE
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ACCESS ROAD
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25' R
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ZO' OFF BACK
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EXISTING MH
EL. 823.69
CITY OF NEWTON
WASTEWATER FACILITIES
NEW FENCE
20'OFF It
MATCH LINE
NOTES:
I. CONSTRUCTION ACCESS ONLY BY CONSTRUCTION ACCESS
ROAD.
2. FENCE - 6 FT. CHAIN LINK WITH 3 STRANDS BARBED WIRE.
MATCH EXISTING. REPLACE FENCE AT ABANDONED PLANT
AS REQUIRED.
CLARK CREEK PLANT EXPANSION
AREA PLAN
FILE tt0.
949.026.26E
DATE
NOV. 1990
G-1

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NI300
N 1200
NI100
NI000
N900
N800
N700
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CLARK CREEK PLANT EXPANSION
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fELE NO. •
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DATE
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HLC NO.
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NOV. 1990
G-3

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830
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N 300
INIT.
c.
N 400
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/ 1EXISTING AERATION / \
EXISTING
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1 BASIN / , BASIN
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MiliNSENGINEERS
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850
840
830
820
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N700
N 800
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WASTEWATER FACILITIES
N 900
NI000
NI100
CLARK CREEK PLANT EXPANSION
GRADING SECTIONS
N1200
FIE NO.
949.028.29F
890
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DATE
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CLARK CREEK PLANT EXPANSION
EROSION CONTROL PLAN
FILE NO.
N600
N500
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949.028.32E
BATE
NOV. 1990
G-7

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LEGEND:
O BLOCK 3 GRAVEL
DROP INLET PROTECTION (STD.6.52)
+� xa SEDIMENT FENCE
TEMPORARY DIVERSION DITCH
TEMPORARY BERM
NOTE:
1. CONTRACTOR HAS THE OPTION OF USING FABRIC INLET
PROTECTION (STD 6.511. IN LIEU OF BLOCK & GRAVEL INLET
PROTECTION WHERE APPLICABLE.
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WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
EROSION CONTROL PLAN
I.I HQ
949.028.31E
""
NOV. 1990

E100
N 1300
N 1200
N1100
N1000.
N900
N800
N700
N600
CAW
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50. 0 50`0 0
NO.
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90' BEND
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16" RECYCLE F.M.
/ REPLACE 12" 90° BEND
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A - EXISTING 36" TEE c. EL. 851.5
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EL. 846.0
DATE
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E700
36" 90' BEND
EL. 847.5
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36" F.M. ar,
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CITY OF NEWTON
WASTEWATER FACILITIES
N1300
NI200
N1100
N 1000
N9D0
N800
N700
N600
MANHOLE SCHEDULE
CENTERLINE LOCATION INV. IN INV. OUT
N E
MH 12 9.70
MH 13 9+70
MH 14 6+00
MH 15 3a31
MH 16 9.70
MH 17 10+24.5
MH 18 6.97
EXISTING
MH 4 7+29
7+78 851.1 851.00
8+28 850.55 850.45
8+28 842.71 842.7±
(EXISTING 12")
3+71 831.8 831.5
8+12 850.80 850.70
8+12 852.3 8522
8+12 EXISTING EXISTING
NEW
8+28 849.25 EXISTING
EXISTING NEW
MH 9 3+96 3+71 830.50 EXISTING
CLARK CREEK PLANT EXPANSION
PROCESS PIPING PLAN
FILE NO.
949.026.33F
DATE
NOV. 1990
G-8

N600
N500
N400
N300
N200
36" 90• BEND
\¢. EL. 836.5
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50' 0 50. 100.
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DATE
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15
X
>t x4
E400 E500 E600
REVISION
INIT.
UUIli15ENGINEERS
MH I�TII
E700 E600
N600
N500
N400
N300
N200
N100
E900 E1000
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
PROCESS PIPING PLAN
ME NO.
949.028.34F
DATE
NOV. i990
G-9

E100
N 1300
N 1200
N 1100
N900
N800
N700
N600
eligoeura CAW
ou G D CAW Jr.
'mot tr Kin
aunri J MD
E200
E300
E400
E500
E600
E700
E800
E900
E 1000
///
/,'
*
, /
/ //
/Y�/
//
/
i /
4" PLANT
WATER
/
/ 4
// �t
'i
1
// y
7
/
//1
/ /
/
I
r
/
rr1 ii/i
n
n
n
T
34
!r'
35 !
1I1j
,'
II
1
I
30
3t
,
/
Ili
1
x.
[2
EA
I
I'
32
1
33
= ��—
N
NEW
P
JTABLE
�
h
17
WATER
�
--�
18
---�
T _
___
—
---
—_
_
0-NEW
_WA:
4" SEAL
MR
II
1' `
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I II I
i
I
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[I J
'�-� - -;
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III
III
-
r-LJLJIr
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I
i1
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t--6" FLANr
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ER II
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I 1
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I
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1 1 I LJ
I /\
v------------��11
_-
r� �
LJ Li
�J�,i
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II, f�
11 \\
1I \.-.
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ti ,�III1Ir
111
1 l
11�III
1
1"—
I
!
IIli
II 1
!I
t�L I '�
11 11
`-�--- 1
" I�
4
E `
50. 0 50' IOU
6 _ ram...
NO.
DATE
EEV1StON
WIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
N1300
NI200
N I I00
N1000
N900
N800
N700
N600
STRUCTURE
EXISTING
17
CATCH BASIN SCHEDULE
[NV. IN
INV. OUT
NEW 15" 856.10 856.00
NEW 12" 853.60 853.50
NEW
29 OVER EXISTING 12" 824.50 824.50
30 855.20
31 855.10 855.00
32 854.40
33 854.30 854.20
34 857.70
35 857.50 857.40
NOTES:
I. NEW CURB INLETS TO BE TINDALL PRECAST BOX K02254 WITH
HOODED CURB & GRATE 123-C90 OR EQUAL. YARD INLET NO. 34
TO BE GRATE INLET BOX G12234 d 24"x36" GRATE 123-F OR EQUAL.
2. WATER LINES UNDER THE NEW SLUDGE HOLDING TANKS, PUMPING
BUILDING & ADJACENT CONCRETE PAD ARE TO BE REMOVED. WATER
LINES SHOULD TERMINATE OUTSIDE THE BUILDING WITH REDUCERS
PROVIDED FOR WATER SERVICE IN THE BUILDING.
3. FIRE HYDRANTS TO BE 4 1/2" AWWA APPROVED, HYDRANTS WITH
4" MJ INLET CONNECTIONS.
4. ALL PRESSURE PIPING TO HAVE THRUST BLOCKING IN ACCORDANCE
WITH STANDARD DETAILS.
5. PROVIDE VALVE w/ROAD BOX OUTSIDE BUILDING FOR EACH NEW
WATER LINE CONNECTION.
CLARK CREEK PLANT EXPANSION
PLANT PIPING PLAN
►III NO.
949.02B.35F
DATE
NOV. 1990
G-Io

RELOCATE
GAS LINE
N600
N500
N400
N300
1y I�
11
11
II
al 11
\\
N200
N100
E100 E200 E300 E400
x
1
l
I11
Ij1l
l! II / -1 lI L_-z
,� 5 �426�\` r/1� L - 1% II L_J
RELOCATE WATER LINES
SEAL WATER
PLANT WATER T
POTABLE WATER
29
11 11
!
Il
$I II
211 j
I EXISTING jI
SEAL WATER
rr PELAXISTI
NTWNG A7 R
R
'� 11\\
�l l�
I
1i
SEE
NOTE
r
L11
t i II
x x
r
jSwu CAW
.aw+o CAW k
Haw Fr KDC
auym JM0
50' 0 500'
_
100'
NO. DATE
REVISION
E500 E600 E700
REMOVE ENDWALL F. EXTEND PIPE TO TOE OF
FILL SLOPE. SEE SPECIAL PROVISIONS REGARDING
WORK AROUND GAS LINE.
WllIISENGINEERS
1�1
E600
N600
N500
N400
N300
N200
NI00
E900 E1000
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
PLANT PIPING PLAN
Fill NO.
949.0211.36E
DATE
NOV. 1990

- 880
880
875
870
865
860
855
850
845
840
835
878.08
\ 868.11
820
815
810
811.52
810.56 48l1.35
8
BAR
SCREEN
42" 0
INFLUENT
MAX. WETWELL LEVEL = 807.50
LOW WETWELL LEVEL = 799.0
INFLUENT _I
PUMP STATION
FLUUMME)
864.64
864.41
862.34
862.13 862.I 3
'+ 862.i O
EFFLUENT WEIR
GRIT BASINS
STATIC LL
864.0 -
24" 8
36" 07
l
PUMP
36' 0
oua a C Aw
owe CAW it
bum iv HDC
aaum JMD
5 0 =�
10•
NO. DATE
861,20
860.52
857.26
EFFLUENT WEIR
REACTOR
861.4
861.10
857.73
857.15
857.10
AVG. DESIGN FLOW
10.0 MGD
CLARIFIERS
STATIC LL
862.0
EFFLUENT BOX
\ _ / 36" 0
REVISION
f
844.5I -r-a,
EFFLUENT WEIR
AERATION BASINS
STATIC LL
857.0
VMS ENGINEERS
36" 0
AVG. DESIGN FLOW
7.5 MGD
855.80
855.50
854.80
r*854.50
846.85
844.14
844.09
843.20 --I"
842.52
EFFLUENT WEIR
SECONDARY
CLARIFIER
STATIC LL
844.0a
LEGEND
PEAK DESIGN FLOW 20.0 MGD
AVG. DESIGN FLOW 7.5 MGD 8 10.0 MGD
843.4
843.1
843.23
840.85 840.65
j_ 840.46
EFFLUENT BOX
829.14
r825.03
824.61
824.31
yFILTERS
•
STATIC LL
840.0
UU
CHLORINE BASINS
STATIC LL
824.0
815.20
814.60
36" 0
CITY OF NEWTON
WASTEWATER FACILITIES
36•, 0 36" 0
CLARK CREEK PLANT EXPANSION
HYDRAULIC. PROFILE
875
870
865
860
855
850
845
840
- 835
- 830
825
820
C CLARK CREEK
100 YEAR FLOOD
_EL. 825 t -
NORMAL WATER LEVEL
EL. 808 ±
FILE N0.
949.028.37F
DATE
NOV. 1990
G-I2

1/4" PER FOOT
r-
TYPICAL ROAD SECTION
NOTE:
(TYP. ROADWAY PAVEMENT)
4" OF s7 STONE BASE
4" OF NCDOT TYPE "H" BINDER
1" OF NCDOT TYPE I-1
r
�� _ fl
i ::'h1Yn W.571�'17:�i Lei
ap a
HANDRAIL iTYP.)
EL. 859.0
AERATION BASIN DIKE SECTION
GRASS w/GEOTEXTILE
LINER
SLOPE VARIES
csw CAW
=mai CAW it
aura Ir KDC
ova JMD
EL. 857.0
CURB DETAIL
NOTES:
I. 1/2" EXPANSION JOINT FILLED w/BITUMINOUS FIBER
REQUIRED EVERY 40'-0" OF CURB S GUTTER.
2. CONTRACTION JOINT 2" DEEP REQUIRED EVERY 10'-0".
4" CONC. w/6x 6 / 10:10 WWF
12" COMPACTED CLAY
BASIN LINING DETAIL
6'-0" (TYP.)
N
CONTRACTION JOINT MIN.
DEEP (SEE NOTE I)
6x6/I0:10 WWF
/ / / / / /
GRASS LINED SWALE DETAIL _SIDEWALK DETAIL
NOTES:
1. 1/2" EXPANSION JOINT FILLED w/BITUMINOUS FIBER REQUIRED
EVERY 40'-0".
2. ALL WALKS TO BE 4'-O" UNLESS OTHERWISE SHOWN.
UUMISENGINEERRS
CITY OF NEWTON
WASTEWATER FACILITIES
.4 AT12"EW
FRONT ELEV.
.4 AT 12" EW
SECTION
CLASS I RIP RAP
TYPICAL HEADWALL DETAILS
CLARK CREEK PLANT EXPANSION
GENERAL DETAILS
.ltt 1.40.
949.028.38F
NOV. 1990

,=A
wauvt CAW
Dn cm CAW 1r.
wog KDC
3 s4 EXTRA
BOTTOM
J
I'-6" x 2'-6"
CUT OUT WITH
NEW S.S. GRATING-"
2'-0"
3 *4
*4 AT 8" EW
0
4'
O
4'
iw
4 AT 16"
HO.
DATE
s4x2' EACH
CORNER
3 s7 (BEND EA. END)
r 3 TIES AT 4 1I2"
3 rB
12" x 12" COLUMN
4 i7 VERTICAL
s3 TIES AT 12"
REVISION
INrr.
1-2
2 *4 EXTRA E. S.
3 s4 EXTRA
L_
CUT AWAY TOP OF WALL
WITH STEEL TO REMAIN.
TIE NEW STEEL TO EXISTING
APPLY BONDING AGENT TO �I
EXISTING CONCRETE.
WII1ISENGINEERS
EXISTING 12"
TANK WALL
CITY OF NEWTON
WASTEWATER FACILITIES
1" CL.
Alk
4
r---3'-6"x 3'-6"x 1'-0"
L�J FOOTING w/4 r5 EW -.
CUT AWAY WALL TO
POUR NEW SLAB
44 AT B" EW
CLARK CREEK PLANT EXPANSION
EXISTING LIME/GRIT FACILITIES
FILE NO.
949.028.39F
DATE
NOV. 1990
S - 1

co
FTG- 2-6" 11:1
X f-0DEEP
W/ 3- 4 EW.
853.0
FTG- 2' -6" tI3
• X 1.-0" DEEP
(7; w/ 3- 4 EW
A
e-6"t
0"
ours CAW
casiGauCI GAE
MU KA
cacao CAW
31-4"
co SUMP e-6"X I.-0"X 2.-0. EP
25'-o"
an.
0
1.4
4'-0"
2'-6"
X e-O'DE
wrs- •4EW
COL 10"X10"
NOTE 1
10"
10-4"
LOWER LEVEL PLAN
NOTE SCALE-1/4".1CO"
I. COLUMNS 10" X le — 4 - • 6 VERT.
113 TIES AT 10".
HO.
DATE
tEVISION
Le-o"
•
ro
FTG
e-0" DEEP
W/4-d 4EW
COL. I0"X 10"
NOTE 1
8
S5
CONC COL-1
10" X 10"
20 CONC COL-
-1° TOTECI)
'1
CONCRETE BEAM SCHEDULE
MARK
SIZE BOT. BARS TOP BARS STIRRUPS -
B D NO. SIZE NO. SIZE FULL LENGTH
6)
22'24"
8 0 9 7 dB + 3 AT 10
82
18" 24' 7
• 7
6
ill 6
• 3 AT 10
B3
14" 12"
3
45
2
5
O 3 AT4 1/2
84
12" 12"
2
.6
2
"5
I 3 AT 8
B5
20" 16"
d 8
7
7
• 3 AT 5
86
14" 2d'
3
. 5
2
15
d 3AT 8
87
INIT.
14" 14"
6 +6 5 .5 • 3 AT 5 1/2
111111115ENGINEERS
r-1 86
to
3e- 4'
29'- 4"
ILo
ACk
L
1._.
NV
fil
.0
'',...7,
f'''...%, -:-...•'.• - • , • .."-.1-:,.'W.,.,01..........es ,:,.,.
i'est •,..;S::',:/.::!•::',4*,"C.',1"1:it,":,"11-111.tr 7." - '...:- `....'
,..:„1-L
;
1.1
b
I
I
.
-
61.09
1
I
...
.....
:-
,
ia
...
. ,
:.•
w
.
NI17
...:.
4'4
a" suck—.
:;
.4
><
,
.'•
a
•
L
'.1.
, 7
at
-,,•
i;;-:
i__ _
•-..7
t' ...
r i
84
__
co
PILASTER FOR
-.:
.
, __,.
ROOF BEAM -
.
867.0'
SEE 6/54.
, al.II I' , )1,
edstAk
_ 4*-0
•
•
•
•
LI
-I A R-1
L1 •-•*"
L_ 2
0
—1
4
5-4
4 RE1NFSEE
-
ID
-t--
UPPER LEVEL PLAN
CITY OF NEWTON
WASTEWATER FACILITIES
SCALE- 1/4" 4-0"
-o"
0
•
4*-o"
-10
"cm _
-Co
(.1
B6 r
_
B"SLA
Ic13
•
1
_•
N
•
87
B" SLAB
L_
B7
CLARK CREEK PLANT EXPANSION
LIME /GRIT FACILITIES
FIE NO.
949.028.40F
DATE
AUGUST 1989
S 2

4-0" ..0..
3'- 4"
2 5.- 0"
31'-4'
29'- 4"
tL-e-
r--
1
L
3-be TOP a li
BOT EA CORNER
ROOF
DRAIN
e'SLAB
879.67'
1 1:
BEAM- B2
r
.--•• I
I
En- h-- BEAM- B2
n 'I.
w _ 1
.:t
u., I
_L—_ _
=
2'-0"
w
ROOF FRAMING PLAN
SCALE -1/4"•1.-0"
9T AT 10". 7.-6"
4-0"
1117
to
b N
N N
ELEV. 8670'
14 AT 8
BEAM- B4-
12" X12"
2 -• 5 TOP
2-1 6 BOT
03 STIRRUPS
AT 13
2'-O"
SECTION AT STAIRS
SCALE-Lie-V-0"
o'
4.
Mann M OM
IMM
2'
o'
4
ml 1
•
HO.
• 4 AT8
I.-6" BEND
DATE
WALL REINF
SEE 5/S4.
ELEV. 854.
REVISION
uJ
Er
ELEV. 867.0'
3-05
COL .10"X io"
4 - VERT
.3 TIES AT
10 (TYp}
;
ELEV. 653.0.
•
0
.3 TiEs
AT 41/2
3-0
!.4:••
• 4 AT 16
e-0" BEND
•4 AT 8
3- • 5
05 AT 6
•'-•
BRICK-
2-'S
•3TIES 'X'T 4 1/2
0
• rr
:k•:!1
AT 6
: .
Z.r 41'
w, 7
• 8 AT 6
•
45AT 6 1/2 ;
3--4 EW
11 T AT 10" - 9'-2"
ELEV. 1361.09.7
• 4 NOSER
14 AT e
6- b 4
-6"X
2.-6"
2.-0"
1.
IL 6"
d 4 AT8
f-6" BEM)
3.-6" BEND ITYP1
1'-6" BEND
•4AT 8
16 AT 6 1/2
©SECTION
SGALE - I/2"-1'-O"
•••
'.7?.: •• 4AT 8
1 ...7..
•
...•
.....47.-ft
.
. .. :
---- •
..
. • .
• . .
. .
..--...:
...
. .....
..
, .. : •
. •
7":;"":•.-
-, , • 1"
SECTION AT STAIRS
SCALE -1/2".:1.-0"
UUIIIISENGINEERS
•4 X 4.-6" AT 12
ELEV. 1354.0.
CITY OF NEWTON
WASTEWATER FACILITIES
5- 05
94AT 8
•
to
1111 •
01' i 115AT61/2 e , 01 WATERSTOP
PRIRIPME.MUS 'it LIMINERT=Ert
bantioisiiin Ini Beim=
Emilim Yr, 4 AT 12 EW
TOP a BOT
• 3 TIES AT 51/2
ELEV. 1353.0.
3-44
- o"
SECTION
SCALE-1/2"-V-0
• 4 AT 24
-*****-- 6-0 6
04,1-
CLARK CREEK PLANT EXPANSION
LIME /GRIT FACILITIES
V-0" X
3=0
COL 10"X 10'
4 -• 4 EW
FILE NO.
949.02BAIF
DATE
AUGUST 1989
S3

ELEV. 867.d--\
+5AT 6V2
+5 AT 6 1/2
HO. DATE
i, auto CAW
Nam= GAE
bu0[ u BKA
alma CAW
1'-6" BEND
14 AT 12
dBAT 61/2
a6 AT 6I/2
I'-6" BEND
+3TIES AT8
( AT 8" WALU
6-+5 VERT
WALL REINF
6-+4
Tag
I I/2"CL
BEAM BI
BEAM B2
4AT I0EW
LGROUT7
WATERSTOP
V11IIiISENGINEERS
.5AT61/2
SECTION
SCALE - I/2% I'- 0"
SEE PLAN
6 05 AT ROOF BEAMS -SEE 6✓S4
I.- 6" BEND(TYP)
lg -rame?•„ �O,
HOPPER SUPPORT
BY SUPPLIER I'-6" BEND
4AT8
6-16 TOP
7-■7 BOTTOM
BEAM - 62
VARIES
+ 4 X 4'-O" AT 10
+ 5AT 61
N 5AT 6 I/2
+4AT8 (LAP 2-O")
I e
CITY OF NEWTON
WASTEWATER FACILITIES
4"STONE
CLARK CREEK PLANT EXPANSION
LIME /GRIT FACILITIES
ELEV. 853.0'
F1LE HO.
949.028.42E
DATE
AUGUST 1989

31 — 4"
ELEV. 854.01.
SLOPE
BOT OF FTG
BEYOND
SECTION AT SUMP
2 - • 4
SCALE-VS"-1-0"
• 4 AT 6
ELEV. 854.0'
2 -P 4 ES
•4 AT 8
-0" T AT 10" d 9-2"
COL
1*-0 r- 11.0111
\eiati:lb&
•5AT61/2
ICI
8-114
DROP FTG
• 4AT6 1/2
C SLURRY
TANK-
WATERSTOP
g 4 AT 12
14 AT 12
EW, TEkB
• 4AT 6
WATERSTOP
SECTION AT SUMP
SCALE-3/6"- l'-0"
I2R AT 7°• 7-0"
•4 AT8
4-0"
KEY
6- •4
EXTERIOR STEPS
ELEV. 860.d
AT 10
WA,
• 4 AT 10
:•
t •
...
EtkiNUMEEMINFAMA
SECTION AT EXTERIOR STEPS
N cx•mcd CAW
IGIG14:0 G AE
WM sr BK A
a€& CAW
2
d
SCALE -1/2"4-0"
6•
=NMI J=.0
2
4.
--
NO.
DATE
ELEV. 853.0'
&VISION
• 5AT 6
al 5AT 6 1/2
• 4 AT 10
•4X4-0" AT 10
ELEV. 867.0'
d4 AT 8-
16" BEND
STAIRS
*5 AT 6 1/2
.‘,.
-:'.. ...I: . .
::.: i'::ifi'.c.:',.:,..F:: 1.:1;.:.-.....,
• ....,...:
4".-0"
e-Cr
8 - g 4
• 4 AT 8
• 3 TIES AT 10
1/2"CL.
7- •
• 4 AT 8
8-09
MIN
BEAM B5
7 -07
• 3 TIES AT 5
8- * 8
VERIFY OPENING SIZE WITH
EQUIPMENT SUPPLIER
BEAM BI
VARIES
I'-0" BEND
• 4 AT 8
4 AT 8
trELEV. 861.09(LANDING
12" BEND
3-48 DIAGONAL
,...,.%
!...:
•:: '
. ,
.1..;?
.-13' IL 6" WI 4 AT 12 EW- TOP 81 BOT r-9.
z
11
_•ji
-5. 4AT 6 In • 3" 1
WATERSTOP
910E1115511MMENEESOMMEZISIMIESEME% 119
61=1F, 224s4M.... 61442:"am6msj 1
iiIMEARASIMPENIZEMISUlfagebei4WpriM /4.
tAW ' EFSE `- ...r. • -... t, { , I
we
BEAM- B2
VARIES
4- • 4
• 4 X 4.-0" AT 8
.4 AT 6 1/2
I.-6" BEND
4 AT 12
PROV "EXTRA
REINF AT OPNG
* 5 AT 6 1/2
UUMISENGINEERS
•4 AT 8
14 AT 24
3-• 4
SECTION
SCALE -I/2"• -0"
CITY OF NEWTON
WASTEWATER FACILITIES
4.-0" ItCr
CLARK CREEK PLANT EXPANSION
LIME /GRIT FACILITIES
g4AT 8
6- • 4
EXTERIOR STEPS
SAME AS OPP SIDE.
• AT 6 1/2 (LAP 2'-0"
• 4 AT 12 8" BEND)
ELEV. 853.0'
FLU NO.
949. 028.43F
DATI
AUGUST 1990
S5

TOP OF CONC. SLAB
EXTRUED ALUM. FASCIA
ASSEMBLY AS SPEC.
EL. 867.0
0
EL. 853.0
FIN. UPPER FL.
EL 867.0
EL 859.0
FIN. LOWER FL.
24" WALL
SLEEVES i
861.0 '
I I
C.I. GRATING
1 I FEL. 858.2
I Lr
" I EL. 85725
6" WALL
SLEEVES
2'-6"
I -1
Lt S95
•
• •
• -•••-.-•
•-•
FACE BRICK
I I
CONC. WALL
I
I I
I
:DGE OF CURB I
I
_ _ LOIWEERL. FaL5.4.0
I I
a a
FIN. UPPER FL.
EL. 867.0
EL 859.0
EAST ELEVATION
l'-8" x 6'-0"
LOUVER-S/S
FACE BRICK\
SAFETY CHAIN S/S
El
F
EL. 854.0
•
•
" or:
- EL. 864.5
2" WALL SLEEVES
CONC. WALLS
FIN. GRADE —4
36" WALL
SLEEVE
c_ EL. 855.5
El- 853-ID
WEST ELEVATION
EL 867.0
ID
r
FACE BRICK
uI 1/2" 0 1. D. STAINLESS
STEEL HANDRAIL (TYR)
CONC.'WALL
1n
ir6" WALL SLEEVE
ri
LI EL 853.84
_J — — —
SOUTH ELEVATION
-
b
-
,
3FACE BRICK
.- CI:1
\
CI
(
`7..
4
cr
r•-•,
- .
. . ' *
.i• '''' ' ' - "- 1
:I'
-
--4 - _c?
14.-0"
11.1 CV
7f.
.• ....
..:'`,
.. .....
n
t
ti: CONC. WALL
_.‘tri.
.......
' 1
...
•
:13.
,
;...-
—I.
''.,•
. . ...
.,-...•
..
..:
•••••:1.-.:•:.--.'..F.1..GRAD .=4A.t.5--..-.1:-.:.•!,..-•...-,',,;•.:c ,:".'..:.,:.1,•fi)..:--''.:::':.*;:.:'...4.1!1.::.:::•,-.:••••
;,-.1.
II
I
i
I
---I
L_
NORTH ELEVATION
0
g0
OULU CAW
visosaum CAW Ir
way ev K DC
OtECILD AID
4' 0 4'
.•MM.
HO.
DATE
REVISION
INIT.
litilMEENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
NEW LIME/GRIT ELEVATIONS
FILE HO.
9 49.028.44F
RATE
NOV. 1990
S-6

\t�tiaHl,
20
FIN. GRADE�
36' WALL
SLEEVE EL.
857. 5
TOP OF
WALL EL_864.0
FIN. GRAD
2�O"BEND
* 5 AT 12'
#5 AT 9"
1+5 AT 12
8.
U
84B-75
11 6" BEND
TOP OF WALL EL. 864. 0
TOP OF WALL EL.861.71
SLOPE BOTTOM OF TROUGH
WITH GROUT
SECTION
A
5# 4
861.71
n '
rsi
®Y Y
AT 12'
6*4
-45 AT 12' 2° KEY 36�¢ WALL
SLE F.VE EL.
857.3
1 GAT 7 V2 LAP
SPLICES 2'-6°-
STAGGER
1'5AT 9°
N
64
#4 AT 12" MAX.
-2''G RO UT
2-O2'-0"
-"-
SECTION - TANK WALL
2-'d'
BEND
4#5
2_0 x
6nGF.,xINE-EL.8= -
864.0
84) WALL
SLEEVE
EL.855.7 5
36INFLUENT LINE EC_83t2
/1--NOTE: ENCASE ALL LINES
BELOW TANK WITH A MIN.
OF 12' STONE
SA
-N
861.71Lsy
LAUND Rru
TROUG "s
N
e59.54-3 SIDES-
.
DOWEL TO
MAIN WALL
T
M
"0
N
1.
SECTION
-J
iD
1356.01l v
L.11
S DE WALL
3 *4 VERT
2"x 4" KEYWAY
sielL CAW
oOlulm GAE
Ir KIC
man MO
*4 AT 12"
94
J
`ram L INEUDGE
I h
TANK BASE
12 7¢ L3 9" 61 11- 6" 9° 1-3" 12"
E45.G2
l
¢ INFLUENT
LINE
859
CL OF 3E¢
WALL SLEEVE
EL.857.5
11-0°BEND
1
12'
6
T OF POSITION
LAP 1' s"
A
1'S
Y
3�
A
x
5,
„1
1 1- 0 DIA.
0"-
d *4 AT 1Mt DPS
`+ *14 AT 6'
• PROVIDE EXTRA
"—REINF AT PIPE -SEE
TYP7 IfEl N E.D E TAI L
ON SHT.S-20
N Lm�'Y
121-0' x 12'-O' FOOTING
46AT73/2"
SECTION - TANK BASE
•
36O INF 'UEN LINE
EL,839.
NEP
TOP OF
WALL EL.864
FIN.GRADE
858.75E
—ACID
z
TOP OF
WALL EL.864.
.864.0
TOP OF WALL
FIN. GRADE
859.0
SCUM WELL
OF WALL
.864.0
PLAN AT REACTOR CLARIFIER
12' WALL SLEEVE
EL. 851.80
NOTE: REFER TO SHEET
S16FOR PLANS OF LIME
& SCUM SLUDGE P/S
UPPER & LOWER FLOOR
LEVELS.
/
/OF 36¢ INFLUENT LINE
12' WALL SLEEVE
C EL. 851.80
- .5 OUTER LOOP
BOTTOM OF
TROUGH EL.
860.5 — SLOPE
DOWN TO EL.
859.5 W/GROUT,
UP OF WALL EL.
864.0 (TYPICAL)
4' 0 4' 8'
•
memo
16'
i' 0 1' 2'
HO,
DATE
REVISION
INIT.
WIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
REACTOR CLARIFIER
FILE NO.
949,026,45E
NOV. 1990
S-7

OF CLARIFER NO. 1
•HANDRAILS (TYP.)
GRATING
AS SPEC.
2-4' WALL SLEEVES
C_ EL. 855.25 AND
O EL.853.75
m 4.
•rn
• I 1▪ 'x"QPN
FOR DUCT.
PRO
REINF.
m
4-0
c3'-0t.x
0
D. (-3')
FOOTINGS SHOWN
IN BROKEN LINES
REFER TO SHEET S 51.
FOR TYPICAL STAIR
DETAILS
,� aSYi/p•� 7
7 `�SEAI
=•'' 3322
01404,1 JO II
ABOVE
•
1
- -
L
9 FIN. FL. IMILAR
EL.851:25
N
co
iD
wA Ly ,7 SEEVE
EL.8g5
SCUM
WELL
SEE VERTICAL WALL
JOINT DETAIL(TYP.)
0
S 848.75
I I I -I
1 I •
I�,e 14'1O"I
l I
I•
•
1
z
4'4) FLOOR
SLEEVE-
119 '
I4ONOR
IL
4 I IROAILS
`41H GH CONC.CU1!8
SCUM
WELL
I I
S 84825
. 11 1.. ♦ .T. i
SEE SE:
FOR MO
. COL.
O 8
L.
4' WALL SLEEI(E� :,
EL. 850.0 l
aura CAW
Daiwa GAE
YAM IT KDC
cnucm JMD
A EL-8 855 75 SLEEyE
v
CV
14 AT 9 I/2" TOP BARS
UPPER FLOOR PLAN
4' O
PROVIDE 12x6, % WELD R.
IN CONC. WALL AT STAIR STRING —
WELD STRING ALL AROUND 7CR.
I) 841.24
•s
81Rg71/2=5.-0
7 Tg)91%2" = 5-61/2
A
6"WALL SLEEVE EL.842.87
F1 fd 4-0'12 -2" KEY (TYP)
Oi
2£ ��
L-
2'x2' SUMP PIT SCUM
OTT. EL. 1339.25 \ • WELL
SEE DETAIL S•2I .
fL 61 WALL SLI_
EL.842.87
2
LOWER FLOOR PLAN
4' 8'
O 3" 6"
9" 1'
NO. DATE
REVISION
INIT.
A
HANDRAIL
MTL. SLEEVE
8" LONG WELDED
ro 6x6X1/4" IQ
` •
EL.864.0
M
0)
TOP 0
ROOF SLOPES-
�'1
HANDRAILSSEE DETAIL
5'S 8 -
EL 858.75
EL851.25
LOPE.
F. D!'t
3/4 4) ANCHOR BOLT
& SHIELD (4 RE'QD.)
SJS PIN LOWER LEVEL
THRU SLEEVE WELD & GRIND FIN.FL.EL.841.25
SMOOTH
HANDRAIL DETAIL
NOTE: PROVIDE S/S HANDRAIL,
SLEEVES,& BOLTS AT LIME/
GRIT BLDG.
HANDRAIL
SET IN MTL,
SLEEVE & ANCHOR
W/NON SHRINK GROUT
HANDRAIL DETAIL
CONC. BM
SEE SECTION
BEAM BR'G.
L-12
w
FOR
MONORAIL
REMOVABLE
HANDRAI L
SCUM
:: WELL
I
H• ANDRAIL
(TYP.)
SECTION
Ark
FEY
1 1I2: HANDRAILS
AS SPEC.
EL. 864.0
-6—
A A
IN. GRAD
EL 851 25
E L•848.75
ir
1--- 4
L __SUMP PIT SEE
DETAL SHEET 5-45
WALKWAY BY
EQUIP. MFG.
LIQUID DE-K COA
AS SPEC
NG
HANDRAIL 851.25
SET IN MTL.
8. SLEEVE & ANCHOR
I' W/NON SHRINK GROUT 848.75 ' .-:
.• "
I
Ii: '
ROOF SLOFES.
' r2124x 22-2" OP NG. FOR EXH.
CONC. BM:
UUIIIISENGINEERS
•
• 1.
HANDRAIL DETAIL
CITY OF NEWTON
WASTEWATER FACILITIES
FAN F-4
1'-8"xGI0'
-LOUVER
23" WALL SLEEVE
�. EL.856.0
2" SLEEVE
q FFVE$
72'. 6"
•r
TANG EN T
POINT OF
TANK WALL
SECTION
CLANK CREEK PLANT EXPANSION
SECTIONS & DETAILS
84 E75
FILE NO.
_o
or
DATE
NOV. 1990

SECTION
MCP
SEE DIMENSIONS
& REINF AT OPP.
SIDE
4 AT 12"
7
45 AT 12"
-#5AT 9"
AT 7 1"
VARIES
-46 AT 7'
}3 AT 12
6'5(DOW��LL.
TO FTG)
PLAN OF PILASTER
rROO S OPES10:2Q
yN�
•
r P4 AT 9 V2 6` 6'
851.25G Inv L
1 4AT12 /5)y
n
45 AT 912"
BEAM
36 BOTT.
24#6 TOP
4.3 TIES AT 5Y2"
45AT 9"
46 AT 12
*GAT7V2"
PILASTER s
1= 4"
-WATERSTOP #6 AT 7"
(TYR)
V
•
N a41fi" CAW
Deno" GAE
MADE err KOC
ace= .IM0
•
44AT12' '
1 0 1 2 3
•
Q
SECTION
4 5
IIMEM
1 0 1
2
NO. DATE
44 x 41 0"AT 18"
247-
#3 AT 712'__
447
121 M.N.
#5AT 12'
146 AT 712'
WATERSTOP
(TYR)
1.-0.
46AT12'
5" CL.
REVISION
CONC. BEAM SHOWN
AT TANGENT POIN
OF ANK 864.0 •
CONC.
GROUT
P'4 RADI LS
'11
44A 12'
COMPACTED
BACK FILL-N,
2'-O" OR STONE
9"
841.25
CT
N
3" CL.
SECTION
m
n
48 AT 6
45 AT 11"
44x41-01AT121 -
1►4 AT 12'
864.0
-r)
+5 AT • }r2"
BEAM B-I
1=6 BEND
It
1-,
6" 11.4A111•
112"
1
1
•
10.4 AT 12.
--BEAM
1.
2" KEY-
CONC
45AT9y2rr5AT11'
1-0 BEND
BEND
INIT.
J
#5AT9V
851.25
20 BEND
(TYR)
Wl1Il5ENGINEERS
•
•
S
44 AT 11'
2' KEY.
PS
148AT6i'2"
#5AT 11'
48AT 6W
21- 0.
*SAT 6 W
COMPACTED 2�4
BACKFILL OR STONE—.
.0. .. o'. 3O.
• 1341.25
*5AT 11'
—#9AT 6Y211
• t 8 AT 13"
1-6
2
*9AT61/2"
DOWELS
45AT 11
CITY OF NEWTON
WASTEWATER FACILITIES
r
CONT.ANGLE
4'x 611x fig' x3. 6"
AT ME TAL STAIRS
W/"1f2I) STUDS AT
1 O.
SEE SECTION 1 /S8
FOR REINF.
ROOF SLOPES FROM
CENTER TO SID S SEE
5
3
SHT. 5-7
N°'
'inA
0)
2 418
V
N"
448
3 Al 5112'
O
r
V
•
S 1Ox
6x6�
G
12" 8'
S 10 x35
BASE R. 611x6x
Wi2-34`4, A. B.
1' ex 1' d' PIER
W/ 6115 VERT.
(DOWEL TO FTG.)•
4t3 TIES AT 12'
SECTION
aQ
VID
18" LG.
THRU MONORAIL
r l rTOP OF ALW 4
11-6" BEND EL. 864.0
CONC. STEIs
BEYOND 1',_
06AT711r1-7--
(2) .B.x12"LG.
PROVIDE POCKET
FOR BM. INTO WALL -
SEE SECT. 2/S-9 FOR
REINF. (SAME AT
OPP- END)
-851.25
-$4AT 91'
.r)
AN
w
12 •
SCUM WELL
4'5 AT 11"
4-0' 12-
RATING
r
+ 8E .O
2'
' -'44 AT 12" J
45AT912"
6" WALL SLEEVE
2 EL.849.0
PILASTER
AT WALL
• r#4AT 12'
.75
•
•
45AT 111
46 AT 7"
SECTION
alk
Nary
CLARK CREEK PLANT EXPANSION
SECTIONS
FILE Ha.
949.02&47F
DATE
NOV. 1990
(D
2'
e
is
S-9

44-0"
34'-0"
G•
4-0" _/ 12"
•
I _u
B54•0
8 51.5 0
851.549
HANDRAILS AROUND
ON TOP OF RETAINING
SEE SECTION
SHEET M-11 FOR PLAN
6 6"
5`- 6" 12'
ID
•
851.56
17:1
•
854.00
?;.
.0
v0 I
• _I ID
Tr
o
FOUNDATION PLAN
1"EXR JOINT
TREADS VARY 19� 6�
862.75
KEY 8 DOWEL
0
PAVING'1
•
5•
•4e6"
BASINS TOP
859OF . WALL
J
3/520 AND 1 EXP JT.
5�-2i1 REMOVABLE HANDRAIL
AROUND PLATFORM AND
WALKWAY (TYP.)
411-
O
�r II
VARIES is ��'•'
EL.858.0 TO
O -SEE GRADIN
FOR EXACT
SHT. G-3 •"
WALL
PAVEMENT
PLAN
ELEV.
PAVE
FROM
857-
dz
TOP OF WALL,
EL.859.0 .--'
1"EXP. JTI
CAULKING
EXP JT. MATERIAL
862.75
�2 y5
COMR4CTED
FILL
12� J
I ,\ 6856.0
S70 RETRAINING
BEYOND ALL
1-i N
#
�. (NI851.5 • ; ! r7e61/2
r •. •
DOUBLE TEE
'7 0 6.1
*4 0 13'
_"
iy�f +piNv 4•�
OfelPir;Jmit"
10 -4
10'- 6'
2-0 ben
j 121i 6l
SECTION THRU STEPS
IN mace CAW
S1aIGNLD GAE
!AIM IT KDC
me m JMD
4 0 4
1 2' 4'
r -
4" CONC. SLAB
NO.
DATE
kill THICK NEOPRENE BEARING
PAD W/ HARDNESS FACTOR 70
UNDER E . D.T. STEM TYP
MIN. 5 x 5
go"
PAVING e
854.0�
851.5
REVISION
12.< 6-S•
f, 13'-9"
SEE FOUNDATION
PLAN FOR SIZE
OF PIER
x
101-0'
24 x36 " ACCESS
r.---
-D9pR S.S.
>• 10- Cr
- BE CO-ORRDTINa OA 1-6-1 �<
TED W/AERATION
EQUIP. MFG.
HANDRAIL
DETAIL
-4
PLAN - AERATOR PLATFORM
13 -9
REMOVABLE
HANDRAI (TYR)
1
J
or-CONO•
PRE STRESSED CCNC.
DOUBLE TEE
1
44extra Ir •
.1 \ilV
r11EXRJ- ��_
1115 SLAB"24
SPAN
P
tr
4 ;4
__J
I B4
_SLAG.
i SPAN
LA
--vim
_61
COI 11 HANDRAIL
S(1 DETAI L
STATIC WATER LEVEL EL.857.02
SEE NOTE ON PLtAN
SEE SHEET S I9
FOR REINF. OF
SLAB, COL'S 4 8EAt4S
EL. 862.75
`O
"
2
4" CONCRETE
SLAB. JOINTS AT
WRNS ENGINEERS
CONC. PIER
SEE SECTION
FOR REINF.
]: 7I -1'-6"bend
6'-fix6-6, .A
iak
18x18 CONC.-
COLUMN
4' 0"x I'-6"
4" CONC. SLAB
BASIN LINING
4" STONE
T
11
INTERMEDIATE CONC. BEAMS
17-0r
�1B+7B CONC.
I I COLUMN
1-6 1-6
°B 4,11+TOP 1 4" SLAB
EA. WAY
'al
ro
EL. 844.0
0 :h%:., w.- ni.I
t.•
SECTION
23-0 )(1$I-01
"4812'bOtt.
ea.way
Ilk
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
AERATOR PLATFORM
`-4" STONE
JOINT FILLER
FILE NO.
949.028.48E
DATE
NOV. 1990
S-10

7 *7 EA.FACE
9 v M3 TIESQr2
• .• ..=-�- 2 cut.
1-3
HIGH POINT
rr+
rn
=m
4' -6E
0 2, 3:
�
1
;N 862.751 61,6/4:4 wiwr 1.4 e 6"
II'
21-3"
•
3
TEE 5000 p.s.. conc. 1 .
ZnCLR,
1-3
14;7
e;. 3
PRESTRESSED CONC.
DOUBLE e TEE BRIDGE
w/MLN 3 TOPPING
t: ? 4 TIES@TOP
•
t '
CONCRETE;
STONE"'
NOTE: —
PRESTRESS MFG. TO SUPPLY
19 OOUBLE TEE DESIGN FOR
150 P. S.F. LIVE LOAD OR 6000-
FOINT LOAD
1Vd 'HANDRAIL W/
15" LG. SOLID BAR
FIT TIGHT INSIDE EA. POST -
ANCHOR EA. POST WlroN SHRPIK
GROUT- 11 EXP. JOINT -CA U .K•
'r4 Q9 1OPN BOTT
7� 4 *4 @18" STAGGERED
DOUBLE
TEE
0
4x4x3/A"
WELD SL' GALVANIZED
6"x6"x3/8" w/ 2-64
xl'-6" ANCHORS AT
EACH POST.
TYP. SLEEVE DETAIL
862.75
BASIN UNING
EL. 844.0
3"CLR.
6'-61'
6,5
5 44
SECTION
2 \ / 4
S-II \S-I0•
•
FOUNDATION PLAN OF PIER
WO(U(CAW
DEWJIEr GAE
wardrr KDC
me m JMD
1' O' 1` 2' 3' 4` 5'
::
0
12"' 9" 6" 3" 0"
NO.
DATE
EL. 843.33
DOUBLE
TE 7
6 BEND
• 4 99 TOP 4 BOTT.
+4018"
STAGGER m
6"
BEAM
2"CLR.
2 �5 R
•3 TIES0'10
5'/7
4>
DETAIL
5*7
TOP & BOTT.
1'2CLR.
3
SI 1
•q 312 Ifi
2 CLR
4110 TOP4BOTTT,
03 TIESE10'
<30
Ith
BEAM DETAIL
0
(V
5 *7 TOP Pr
BOTT "
TIESSIO
3 Y7 TOP
4 BOT T.
*3 TIESe12
2-`5
PLAN
O
REVISION
.3T1E500
NOTE :—
ALL COLUMN BARS
CONT. THROUGH JOINT
•3 TIESe16
B-*10 vert.
84110 vert.
It4 99
`!--#3 TIES
AT 10"
1112CLR•
_ 11--6'4
1-SEE NOTE ON
SHEET S18
FOR OPENING'
3t7 TOP R BOTT
3 *7 TOP 4
BOTT.
'r3 TIES ' I2"
CONC.BEAM (TYP.)
D
•8@11 TOP
EA.WAY
Il 24�12 BOTTOM
EA.WAY
6 BEND
O
I
a
3`'7 TOPI BOTT.
.3 TIESe12"
SECT. 'A.
noL
r
*3 T1ES912"
317 TOP BOTT.
*3 TIES016`I
B••10 vert.
TYR-4 COLS.
PLAN
8 *10 vert.
43 TIESe 161
1116" 1-6
TYP. TYR
INIT.
1' 6' BEND
3"C LR.
• 6
171 0"
FOOTING SIZE 23-01x16'-0"
CROSS SECTION
UUM ENGINEERS
1
CITY OF NEWTON
WASTEWATER FACILITIES
REFER TO SECT. 3/S18
FOR SLAB REINF.
ALL TOP BARS
12"BEND€ COL•
ALL COL. BARS
12°BEND @ TOP BEAM
. ,.,.TIC _
BOTT• BARS
ONLY ill
HOOKeCOL.
BEAM TO COL.
JOINT DETAIL
11 '
EI
43 TIES
431,
aA
BBEND TEAM
COERNE
1-[' 7 OP;BOTT
0.3TIESe12
COL. BARS
VERT.
ALL BEAM BARS
BEND 12"
341-7 TOP
& BOTT
HORIZ
HORIZ. SECTION THRU
INTERMEDIATE BEAMS
AND COLUMN
SOLID BAR 15'
IN.
FIPOST TTIGHT
11/2" HANDRAIL
SET IN MTL. SLEEVE
ANCHOR W/NON
INK GROUT
SEE SPECS
HANDRAIL DETAILIV
CLARK CREEK PLANT EXPANSION
AERATOR SECTIONS
fILE NO.
949.028.49F
PATE
NOV. 1990
S—I I
FOUNDATION PLAN OF PIER
WO(U(CAW
DEWJIEr GAE
wardrr KDC
me m JMD
1' O' 1` 2' 3' 4` 5'
::
0
12"' 9" 6" 3" 0"
NO.
DATE
EL. 843.33
DOUBLE
TE 7
6 BEND
• 4 99 TOP 4 BOTT.
+4018"
STAGGER m
6"
BEAM
2"CLR.
2 �5 R
•3 TIES0'10
5'/7
4>
DETAIL
5*7
TOP & BOTT.
1'2CLR.
3
SI 1
•q 312 Ifi
2 CLR
4110 TOP4BOTTT,
03 TIESE10'
<30
Ith
BEAM DETAIL
0
(V
5 *7 TOP Pr
BOTT "
TIESSIO
3 Y7 TOP
4 BOT T.
*3 TIESe12
2-`5
PLAN
O
REVISION
.3T1E500
NOTE :—
ALL COLUMN BARS
CONT. THROUGH JOINT
•3 TIESe16
B-*10 vert.
84110 vert.
It4 99
`!--#3 TIES
AT 10"
1112CLR•
_ 11--6'4
1-SEE NOTE ON
SHEET S18
FOR OPENING'
3t7 TOP R BOTT
3 *7 TOP 4
BOTT.
'r3 TIES ' I2"
CONC.BEAM (TYP.)
D
•8@11 TOP
EA.WAY
Il 24�12 BOTTOM
EA.WAY
6 BEND
O
I
a
3`'7 TOPI BOTT.
.3 TIESe12"
SECT. 'A.
noL
r
*3 T1ES912"
317 TOP BOTT.
*3 TIES016`I
B••10 vert.
TYR-4 COLS.
PLAN
8 *10 vert.
43 TIESe 161
1116" 1-6
TYP. TYR
INIT.
1' 6' BEND
3"C LR.
• 6
171 0"
FOOTING SIZE 23-01x16'-0"
CROSS SECTION
UUM ENGINEERS
1
CITY OF NEWTON
WASTEWATER FACILITIES
REFER TO SECT. 3/S18
FOR SLAB REINF.
ALL TOP BARS
12"BEND€ COL•
ALL COL. BARS
12°BEND @ TOP BEAM
. ,.,.TIC _
BOTT• BARS
ONLY ill
HOOKeCOL.
BEAM TO COL.
JOINT DETAIL
11 '
EI
43 TIES
431,
aA
BBEND TEAM
COERNE
1-[' 7 OP;BOTT
0.3TIESe12
COL. BARS
VERT.
ALL BEAM BARS
BEND 12"
341-7 TOP
& BOTT
HORIZ
HORIZ. SECTION THRU
INTERMEDIATE BEAMS
AND COLUMN
SOLID BAR 15'
IN.
FIPOST TTIGHT
11/2" HANDRAIL
SET IN MTL. SLEEVE
ANCHOR W/NON
INK GROUT
SEE SPECS
HANDRAIL DETAILIV
CLARK CREEK PLANT EXPANSION
AERATOR SECTIONS
fILE NO.
949.028.49F
PATE
NOV. 1990
S—I I

42-0"
TYP. STEP IN WALL FOOTING
2°x Y" GALV.
STEEL STRAP
2-181x34} ANCHO
BOLTS W/6"
HOOK
DOUBLE TIES
AT TOP
05e8"o.c.
EA. FACE(4 min,)
43 TIES @
2' CL. TYP.
HANDRAIL SET IN.
METAL SLEEVE 8.`N
ANCHOR W/NON
SF RII\K GROUT (TYP)
44 CHAMFER
(TYR)
STATIC
WATER LEVEL
EL. 857.0
v
4" CONC.
SLAB.
GARv2,
gas' PIPE SUPPORT DETAIL
As
macs CAW
oaw�w GAE
mar S1 KDC
Oman JMO
vN
2`- 0'
SIDE VIEW
•
856.0
2
2CLR.
•
•4 e13
•5e614 .,
6` 12° 4'-0"
SEE JOINT NOTE SHEET M-11
859.0 •
GRADE OR
PAV IN G
�s a 61� vert.
•4 e13'
0
;n
WATERSTOP (TYR)
'6261f2
5'- 6'
CONC. RETAINING
WALL DETAIL-TYP
1 $ALUM HANDRAIL
2" CL (TYP.1
6'
4 rivi 0 4
I
N0.
DATE
3i15
•3 ee"
IEY1S10N
859.0
854.0
7#4
4'-O° 121
l
856.67
C 6 WALLI
SLEEVE-;
E2
4G-0
J2"
3B-Od
12
N
• • I9 856.67
6 854 .75 slope
856,67
854.06
12
SEE M-1I FOR
LIMIT OF CONC.
RETAINING WALL
N
TOP OF WALL
EL 859.0
HANDRAIL
PLAN -EFFLUENT WEIR STRUCTURE
421-0'
6112. 4''-O.. r�
C}- ® 854.0
I Sf 6854
1� 12'
e 1.0
40'-0'
ILI WALL 1 e: I
SLEEVE 6'1 ':' 0850.�5
EL.B55251 .847+
---__-- .+ - ..-I-:'.-�+;:. r JAI
I�
81195
s.854.75
•
•
ry 1
8540 �8847.5
.m.
STATIC
WATER LEVEL
EL. 8 57-0
856.0
EXTRA
'4013' EA.WAY
EA. FACE
r0�
-1 3
°n
13:4 3CLR. •5e61/2
SECTION
INIT.
e847.5
UUi1IISENGINEERS
1
�5@6J212
� +
FOUNDATION PLAN
421-0'
[2'
41-0°
6-01
112'8 I
2 - 0'
38 `-0'
I 12
859.0
I f'
RETAINING
WALL
(BEYOND)
854.0 IT)
•
854.0
'4e13"
2 15
E.F.
2 "4x3'-Oa
856.67
112;\
II
II
854.75 ,
','GROUT.
4
RETAINING WALL
FOOTING
NOTE; -
PROVIDE EXTRA REINFORCEMENT
AT EFFLUENT PIPE OPENIN G '
SECTION
•"4 013"
EA. WAY
EA. FACE
•2+5
E.F
2 =4x3
HANDRAIL
`` SET IN M TL. SLEEVE
210 74 & ANCHOR W[NON
12 Iri 120 SHRINK GROUT
3 61-0°
41-0° i
__t ------F 868.2
.1
I I l 6° WAIL 6'
"-�-
i SLEEVE
854.0 1
�� - •-J
•
Ilk
VIIP
CITY OF NEWTON
WASTEWATER FACILITIES
•4 C+13a
04? •
•
EA.WAY
EA. FACE
GROUT;;:
,1
4
8
PAVEMENT
'5e614
'4 @ 13'
12H
2 J5 EXTRA
EL. 849.5 OF
3614 EFFLUE T
PIPE
1.12 s58612�' 4'.0"• 112°
61- 0.
CLARK CREEK PLANT EXPANSION
EFFLUENT WEIR
1'-8"
FILE NO.
949.020.50F
DATE
NOV. 1990
847.5
S-I2

i
OQ�
26'-O"
SECONDARY
PRESSURE RELIEF
VALVE
SEE BASE
DETAIL
2'-3" I
12.-0" 8.
1117
CLARIFIER
j-4-18"0 RECYCLE
SLUDGE
-0"
PRV
0
50
l
8" WALL SLEEVE
C, EL. 836.0
WALKWAY
most %f oil...... ►' .+'✓F• � 0.41444-4 •01
flyy t i��I
. 4 w441 . I 1 . I 0 . 0 • 0 0 0 0 0 0 iso )
Apt
y1`#"•eI/•
fulAliiill Wog*
16 AT 13" RADIALS.V161�yy1� ��t�I0V•�j�I��I��I��I�±I��/��� 4
.
f�;�+�I,�y��I��I��j�PRV '
45 AT fi LOOPS SPACED -.-- • �.�jI�111�' O,,I•
NOTE:
PROVIDE 8" BASE STONE -ENTIRE
FOUNDATION EACH CLARIFIER
N
CO
N
45 RADIALS
PRV
0
HANDRAIL
PLAN — SECONDARY CLARIFIER
TOP OF WALL
EL. 846.25
HANDRAIL—�
14117
L4
•
EL. 832.0 —Li_
r
SLOPE
FEED
WELL
12" WALL SLEEVE
EL. 833.06
SLOPE I/16"/FT.
12"
12" WALL SLEEVE
EL. 832.5
SEE VERTICAL
WALL JOINT DETAIL
SHEET S-2I
SCUM r12" WALL SLEEVE
BOX ! EL. 832.5
�'=%'%•`• 1ivisi, 8" STONE
.leiReitas
d' 8- STONE
16'-O"
SECTION
TiEr
36" INFLUENT
3/4" CHAMFER (TYP./ 48 2 _0" I'-O''
EL. 846.25 -- 4
+4AT10"EW
EL. 842.0 -
8 14
44 AT 10"
4"
3" CL. BOTTOM
EL. 832.0
1'-6" BEND
(TYP.)
1
rtF
EL. 843.71
CONC_
GROUT
`-2'-0" BEND
•5 AT 10"
BEND 3'-O"
46 AT 9 1/2"
STL. WATERSTOP
AS SPECS. (TYP_1
46 AT f3"
TOP & BOTTOM
•
45 AT 13" O.C. RADIALS
TOP 5 BOTT. (MATCH
.6AT13"
2"1 STIFF GROUT
SWEPT IN BY
MECHANISM
7 s5 LOOPS 3" CL:
TOP 8 BOTTOM
8'-0"
I'-6"
fire; RECYCLE
SLUDGE
CENTER BASE
SECTION
36"0 INFLUENT
16"
2" CL.
3" CL.
45 AT 16" LOOPS
TOP & BOTTOM (TYP.,
GRATING AS SPEC.
BEARING ANGLE
w/I 1/2" ANCHORS
AT 12" 0.C.
STAGGERED.
GRATING DETAIL
woi.*ri CAW
GAE
Kfl0
o. m JM0
s
0
s'
Le
NO.
DATE
uvlsioH
UM.
WI{I15ENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
SECONDARY CLARIFIER
ME HU.
949.028.51F
S-I3
--- __
4'`'-
_
DATE,,,a„
NOV
1990
1
3'
�.
0
,, 2'

5R AT 7 1/4
3" CL.
.4 AT 5"
O. C. EA. WA
2-t 4
HANDRAIL
SECTION THRU STAIR
SECTION
16'-0"
.5 AT 12"-4 SIDES
AT BOX OUT
EL. 828.5
EL.:831.75
•5 LOOPS AT 16"
(LAP 40 DIA.)
BOX OUT
SEE MECH.
.5 TO MATCH
RADIAL BARS
Q EL. 827.5
3'-0"
a
•
2'-0"
15 AT 12"
18-t5 EW
SECTION AT CENTER BASE
PAD 18' x 18'
PROVIDE EXTRA
REINFORCING AT
SLEEVE AS
DETAILED
t5 RADIALS
SEE PLAN
16 AT 9 1/2"
.6 AT 8"
16 AT 13"
TOP 8 BOTTOM
SECTION AT OUTLET
1 1/2" ALUM. HANDRAIL - SET IN METAL
SLEEVE & ANCHOR w/NON SHRINK GROUT
5'-0"
2'-0" NO"
12" BEND
-14 AT 5"—
EL.
843.25 �
arrgr.Wunfim
2'-O"
•
5" CLEAR
2-15
• AT OPENING
12". 3'_4,.
•
EL.
843_71
7E4 AT 10"
2.5 BETWEEN
. SUPPORT
WALLS
o—e .5 AT 8"
ate; (3 SIDES)
• •
CONC.
GROUT
SUPPORT ON /
• END WALLS 8 *4
.4AT10"
•
12" WALL--?
• FOR JOINT DETAIL
• SEE SEC. I, S-21— y :"Ir
•6AT9I/2"
EL. 846.25 —it
m
Er-
d
EL, 842.0
.5AT10"
c-:0--16 AT 9 1/2"
�r{--16 AT 8" HORIZ.
i• •
Yt •
12" WALL 12" WALL . •
SLEEVE SLEEVE —1 -
Q EL. 832.5 EL. 833.6---------
8" WALL SLEEVE
EL. 836.0
.6 AT 9 1/2"
1
0
EL.
832.0
•5AT12"—
I5'-0"
.6 AT 13"
TOP 8 BOTTOM
s
SECTION
4T AT [0"
3'-4" • 7'-0"
STOP HANDRAIL -
EA. SIDE WALK-
WAY. VERIFY w/
MFG.
12" WALL SLEEVE
t. EL. 832.50
2 .5 EXTRA E.S.
1
1 WALKWAYS
Imo=
N
7 .5 LOOPS'
8" WALL SLEEVE
CL EL. 836.0
DETAIL AT SCUM BOX
12" WALL SLEEV
EL. 833.06
aft
w clam CAW
.aa GAE
MAX R KDC
ouam JMD
0
2'
4'
0
4'
, :
NO.
DATE
[EVISt6N
INIT.
IlUIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
SECTIONS & DETAILS
FILE NO.
949.028.52F
DATE
NOV. 1990
S-14

T/W 846.0'�
O 1
I
T/W 843.d
FTG. 5'-O" X 4'-O°X l'-4°
DEEP W/4-45 EW.
as muss CAW
ammo 6AE
/MX IT BKA
O D CAW
•63'-8°
32.-0°
FOUNDATION PLAN
SCALE- V8".I-O°
16'
NO
GATE
t
SLUDGE HOLDING TANK NO. 2
CNSLUDGE HOLDING TANK-)
0.1 OPPOSITE HAND.../
FTG 5'-0°X 4'-O°X I'-4°
DEEP W/4-'5EW.
UYISION
[NIT.
WIIIISENGINEERS
63'- 8°
ROOF FRAMING PLAN
SCALE- I/8°•I'-O"
CITY OF NEWTON
WASTEWATER FACILITIES
SLUDGE HOLDING TANK NO. 2
CSLUDGE HOLDING TANK
NO. I OPPOSITE HAND.
CLARK CREEK PLANT EXPANSION
SLUDGE HOLDING TANKS
FILE. NO.
949.028.53E
DATE
AUGUST 1989
S15

14X6'-0"ATI2
KEY
Alk
rig
ELEV.
859.0'
SLOPE_
2-•4-
U
/D i
1/4" EXP JT. FILLER
�ELEV. 842.0'
WWF 6X6•W4.OXW4.0
COMPACTED CRUSHED (N
STONE
s7Al' 6
4-14
J
(3 �
in
...
r
1'-3"
4'-0"
•
r-
•
WALL SECTION
SCALE - 3/4"•I'-O"
LAP 40 DIA
■4AT 18
I'•0'
I ♦ •
.. •
KEY
r .4.AT10
ELEV. 842.0"y
s4ATI27 f/
3-•4 ES
d►
IZIEF
SEE MECH FOR GRATING
1'-4" BEND-TYP
\ rWWF
ad
3-•4
8"
a L41
•
4 8"
•
SECTION AT TRENCH
SCALE- I" • I'-0"
SECTION
SCALE- 3/4" • ILO"
9 TREADS AT I O" • 7'- 6"
• 4 NOSER
1
FTG BEYOND
8--•5
1• a4.•u CAW
Mao= 0 AE
$400 IT BKA
Oucxm CAW
• 4 AT 10"
■3 TIES AT 12
■5
8" PIPE
2-• 4
—TRENCH
GRATE
o_
;FF- 842.0'
▪ SLOPE
lV
nl
5-s5 EW
\fFTG 5.-0"X5'-0"
XI'-4"DEEP
SECTION AT STAIRS
2 0'
2' 4'
--
1111
2' 3'
r o
2"
11-
SCALE I/2"•1'-0"
NO.
DATE
2-• 5
REVISION
■4 AT 10
INIT.
ELEV. 8660'
2"C L-TYP
•5 AT6 E.E
LAP 2'-6"
•4 AT 9
a
9- I CONT.I
LAP 5'-0"
2'-0" B
7 -o"
_ a
ira
END--ansit0 morel
2-85 E.E
• 4AT 9 MAX
TANK SECTION
SCALE - 1/2" • 1.-0"
3'- O"
W
4
s4AT CO
rI/4" EXP JT FILLER
-•4AT10
2-•5
SECTION AT STAIRS
uui liSENGINEERS
SCALE - 1/2"•1'-0"
45'-0" DIA.
PLAN AT BASE
0_
6"o PIPE
6- • 5 E.W.
SQUARE
SECTION AT BASE
CITY OF NEWTON
WASTEWATER FACILITIES
SCALE-I/2"•I'-0"
2'CL TO
MAIN STEEL
SECTION
SCALE 3/4"•I-O"
- 3"C L
1 ELEV. 8660'
s5AT6
s 4 AT 9
2-14
s4X6=0"AT12
■4ATII
1'-4"
TANK WALL BEYOND
• 5 AT9
WATERSTOP
ELEV. 850.0' in
KEYWAYITYP)
s5AT9
KEYWAY
•7 AT 6
s 5 AT 12
ELEV. 8 42.0'
•5AT12
s4 AT 18
HIS
WALL SECTION AT TANK
CLARK CREEK PLANT EXPANSION
SLUDGE HOLDING TANKS
SCALE-I/2"•�-0"
FILE N0.
949.028.54F
DATE
AUGUST 1989
S16

• 4 X 6'-O' AT 12
,SLOPE 2 '4
•4 AT II
KEYWAY
03 TIES AT 1B"
SECTION
SCALE -3/4 I'-o"
TOP OF WALL
866.0"
7a d
WNW /MUM
R4AT11r
2"CL (TYPI - -
4- "7 TOP -FULL LENGTH
R4X7L-O"AT II
4 - • 4
1317
•4AT11
■3TIES AT10
5-11 8 BOTTOM
BEAM SECTION
SECTION AT PLATFORM
1'-0"
STD HOOK
2X6 KEY
SCALE-3/4"•I`-0"
3'-0"
• 4AT 32
WALL REINF
SECTION AT STEPS
I" auto C A W
DQtGNW GAE
UG( IT OKA
RAIRRIO CAW
S C A L E- 3/4" =I'-0"
■4NOSER 10"
Irk
NIEF
•4AT32
SCALE -3/4"• ILO"
4-•4 TOP 8BOT
4 •4 •4ATI6-DOWEL TO WALL
GRADE
2-45- DOWEL TO WALL
SECTION AT STEPS
SCAL E - 3/4 "• I-0"
4' 6' NO. DATE
RN imm, Imo am
in es imm
2 O'
2' 4'
• •r
i
1411.
•
mlr
REVISION
fI?IY.
STD HOOK
3"CL
WALL
3-•5X6'-0"
4-17
"3 TIES AT IO
5-08
SEAM
WALL REINF-
SEE 20/SI7.
2 CL (TYP)
BEAM AT EXT. WALL
SCALE -3/4"•(-O"
JT FILLER
SIDEWALK
SECTION- RETAINING WALL
UUIIIISENGINERS
SCALE - I/2"•1'-0"
I'-0"
WALL REINF-
SEE 20/
• 3 TIES AT 12
■
6-•5
2'- 6"
DOWELS - • 5 AT 12-
TANK REINF- LAP 40 DIA.
SEE 6/S16.
2"CL(TYPi
CORNER DETAIL
SCALE - 3/4 " •1`- 0"
64X 6'-0" AT 12
GRADE VARIES
• 4AT 12
■ 4 AT 12
I LAP 40 DIA)
VET
‚„4
atsucErarni
FFF KEY
9
REINF- SEE
BACKWALL
CORNER DETAIL
ELEV. VARIES 859.0'
TO 660,0'
2-•4
•4ATI1
• 4ATI1
■ 7AT6
• 7 AT 6 I LAP 40 DIA.)
ELEV. 842.0'
WWF
•4AT18
WALL SECTION
CITY OF NEWTON
WASTEWATER FACILITIES
SCALE-I/2"•1'-0"
ELEV, 839'-10"
CLARK CREEK PLANT EXPANSION
SLUDGE HOLDING TANKS
SCALE -3/8"•1'-O"
NU NO.
949.02B55F
DATE
AUGUST 19E19
SI7

L —
l
a--- L--J
l4rCr4 .140'e Rn'
7
I -r -J
L _J
EAST ELEVATION
l —
r —
l
Li
TOP OF TANK EL.866.0
FIN. GRADE
r
r r
12' x 12' MANUAL
ROLL -UP DOOR
12' x 12' MANUAL
ROLL -UP DOOR
- Ir fL 8" WALL SLEEVE EL. 840.0
EL. 866.0 — J
DI ouzo CAW
1104i41) CAW ]r.
wag Fr KOC
titan AID
4'
0
1 �
4'
6'
NO.
DATE
r �
1
J
EL. 846.0 --
1 Vr EL.843.0
L --------- ------�-L
--- ---,-1I�
WEST ELEVATION
EEYISI6N
!NIT.
UUilliSENGINEERS
EL. 842.0
CITY OF NEWTON
WASTEWATER FACILITIES
SOUTH ELEVATION
CLARK CREEK PLANT EXPANSION
HOLDING TANK ELEVATIONS
NU NO.
949.026.56F
DATE
NOV. 1990
S-I8

DOOR SCHEDULE
NO.
SIZE
TYPE
DETAIL
HARDWARE
REMARKS
2
3
4
5
6
3'-0"x T-2"x 1 3/4"
PR.3'-0"x 7'-2" x 1 3/4"
PR. 3'-O" x 7-2" x 13/4"
3'-0" x 7'-2" x 1 3/4"
8
A
A
8
1
2
2
2
1
2
NO ALUMIMUM
NO ALUMIMUM
J
12' x 12'
12' x 12'
FLUSH PANEL
H. M. DOOR
HEAD
FLASHING
3 I/2" x 31/2" x
1/4" ANGLE
I/2" 0 EXP. BOLT
L SHIELD (3 PER
JAMB)
CAULK HEAD
& JAMBS (TYP.)
NON -ALUM.
THOLD.
C
C
D. S. B. GLASS
HEAD
JAMB
SILL
3
3
3
3
MANUAL ROLL -UP
MANUAL ROLL -UP
rFLUSPANEL
H
H. M. DOOR
STEEL ROLL -UP DOOR
CHAIN OPERATED
DOOR TYPES
DOOR WIDTH
SEE SCHED.
SEE STRUCTURE FOR LINTEL
FOR REINFORCING
11/2" 0 BOLT
& SHIELD
CAULK HEAD
& JAMBS
AS SCHEDULE
1/2"
HEAD
JAMB
SILL
DOOR DETAILS 0
iv
r
2"x 4" NAILER
BY CONTRACT
14.1
HEAD
W4
1111
1101
JAMB
SILL
ROLL -UP
DOOR
22"
1 32 1/2"
EXHAUST FAN
BY CONTRACT 14.1
44
.4 AT 12"
PROVIDE "EXTRA"
REINFORCING AT
OPENING
LIME SLUDGE PUMP STATION (OPENING)
SLUDGE PUMP STATION (OPENING)
FAN DETAIL
-3/8" CHANNEL
w/ 1/2" A. 8. 3' O.C.
LEAD FLASHING
2'-6" MIN. SQUARE FLASHING CLAMP
& GRAVEL STOP
CONCRETE
ROOF
BUILT-UP ROOF
HIGH DOME ROOF
DRAIN CAST IN DECK
CAULK JOINT
4" CAST IRON SOIL PIPE
ROOF LEADER w/PIPE
HANGER AS SPECIFIED
ROOF DRAIN DETAIL
TREATED WOOD
BLOCKING
(CONTINUOUS)
ALUM. FASCIA
PANELS AS
SPEC.
1/2" PLYWOOD
2"x 4" VERT.
AS 48" O. C.
CONT. 2" x 4" TR.
WOOD TOP &
BOTTOM
BUILT-UP
ROOF
•°
•
BUILT-UP ROOF
2" RIGID INSULATION
VAPOR BARRIER
SECTION e
CONT. FLASHING
FACE BRICK
12"x6"x3/8" WELD '�
It AT 4'-0"s
.015 S/S
FLASHING
I/2"0 CARRIAGE BOLTS
AT 24" O.G. STAGGERED
C 12 x 10.6
NOTE:
BEND CHANNEL TO FIT OPENING
AS SHOWN ON PLAN
—EDGE OF HOPPER
TANK SUPPORT ANGLES BY TANK
MFG. (VERIFY TYPE OF ANCHORS
WITH MFG.).
v
SECTION e
ROOF DETAILS
uemua CAW
CAW 1'
i/1Oe.T 1( DC
expo JMD
NO SCALE
N0.
DATE
REVISION
INIT.
INIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
DOOR SCHEDULE & DETAILS
FILE NO.
949.028.57F
DATE
NOV. 1990
S-I9

WHERE SLOPE
EXCEEDS 1 TO 6,
BEND BARS 24 BELOW TOP
OF FLOOR &PROVIDE
DOWELS SAME SIZE AS
BARS ABOVE TO EXTEND
40 DIA ABOVE 8. BELOW
SLAB
8' BEND
FOOTING -SEE FND
PLAN FOR ELEV
FTG STEEL
SI Z E
BEND BARS IF REQ'D
FOR EMBEDMENT
TOP BARS- SE E
LINTEL SCHED.�
BOT BARS -SEE LINTEL SCHED.—�
NOTE:
U.O.N., TOP & BOT BARS 2+6,
STI RRUPS 1.3e 12, D=12"
1-04 x 4'- O- EA.
FACE-EA.CORNER
4 SPACES 3'
PROVIDE EQUIVALENT AREA OF
STEEL CUT OUT BY OPEN ING
PLACE 112 EA .SIDE.
—DEPTH
TYP. TIED CONC. COLUMN
& FOOTING DETAIL
3 EQUAL SPACES
EX END TOP & BOT
BARS THRU JOINT WHERE
NO TOP BARS OCCUR ADD
2 #G x 4'-O"012"o.c.
MINIMUM 2 BARS
SLAB LESS THAN 61
1 #5 EA.FACE
— WHERE NO ADJACENT
SLAB EXISTS BEND
12 DIA
WI 2
O MI .
,IIr2cl
1
/
TYP. REINF. AROUND OPENINGS
PROVIDE EXTRA BARS EACH
SIDE OPENING EQUAL IN AREA
TO MAIN STEEL CUT BY OPNG
I I
Z Z
i
I 2
�� Ix
� 1 t \ / 1 . TAt! CORNERS
OPNG III� .;/\I.
�.�` 1 _ L /
- .
_1�..:
11 I\ I
TYP. REINF. AROUND
OP'NGS. IN ONE-WAY SLABS
2*5x 2161(x4)
2+5 x 41OILONGER
THAN OPENING
PROVIDE EXTRA BARS EQUAL
TO AREA OF STEEL CUT BY
OPENING EACH SIDE OPNG.
NOTE:
PROVIDE AT ALL PIPES AND SLEEVES
GREATER THAN 12" IN DIA.
TYP. CONSTRUCTION JOINTS TYPICAL REINF. AROUND
IN FRAMED CONCRETE MEMBERS PIPE PENETRATION
NOTE:
1. ALL KEYS ARE AT MID DEPTH OF MEMBERS.
2.LOCATE ALL JOINTS AT POINTS OF MINIMUM SHEAR.
AT WALL
EAM
3o12(PROVIDE OVER ALL
WALLS &BEAMS NOT
SCHEDULE
BOT BARS
TEMP BARS
+4813
SUPPORT PARALLEL TO BOTTOM
BARS (SPAN DIRECTION)
.L.or 10/4 or
243 min
+4 SUPPORT BARS
@30` max.
TOP BARS 5' BEND
TEMP REINF
L -6
AP 2!(:). BOT. BARS
CONT WHERE
SAME)
CANTILEVER
WHERE ADJACENT' SLAB
OCCURS.EXTEND TOP
BARS 30 DIA. INTO SLAB
STD HOOK-�
HOOK BOT BARS
NOTES:
1. SUPPORT MAY BE BEAM OR WALL.
2. WHERE BARS SCHEDULED "FULL LENGTH, EXTEND
PAST SUPPORT AS SHOWN.
3 SEE ALSO WALL DETAILS FOR REINFORCING AT WALLS.
WHERE ADJACENT SLAB
EXISTS EXTEND TOP BARS
12 DIA
2'
L. 4
—BEAM " c
TEMP REINF �
N T. l
Li
6 min-)
T—BOT BARS
Ir> 21112c1 TO
BEAM—> STIRRUPS TYP
CONTINUOUS
SUORT
L2
ONE-WAY SLAB REINF. DIAGRAMS
AT WALL CORNERS
INTERSECTIONS
PED STEEL
24 DIA.
BEND
WALL STEEL CONTINUOUS
AT COLS OR PEDS
SPECIAL WALL REINF. DETAILS
2"c 1
L'/5
_POP
BARS
r1/3 GREATER L-1
IV
roP
BARS
BOT BARS
STIRRUP S
L.
LBOT BARS
STIRRUPS
tz
NONCONTINUOUS SUPPORT CONTINUOUS SUPPORT
AT COLUMN
TOP BARS
AT COLUMN
BOT, BARS
STIRRUPS
CANTILEVER SUPPORT
BEAM REINF. DIAGRAMS
NOTES:(THESE NOTES APPLY TO BEAM DIAGRAMS ONLY"
1. WHERE BARS OCCUR IN TWO OR MORE LAYERS PROVIDE
1" CLEAR BETWEEN BARS.
2. THE MINIMUM CLEAR HORIZONTAL DISTANCE BETWEEN
BARS SHALL BE 1" OR 1 BAR DIAMETER WHICHEVER
1S GREATER.
3. WHERE ONE BEAM FRAMES INTO ANOTHER BEAM, DROP TOP
BARS & BEND UP BOTTOM BARS AS SHOWN IN DIAGRAM.
SEE BEAM 'SCHEDULE FOR BEAMS WITH DROPPED BARS,
DO NOT DROP BARS OF BEAMS NOT SO DESIGNATED IN
BEAM SCHEDULE.
4. DO NOT BEND BARS INFIELD.
5.PROVIDE 45 STIRRUP SUPPORT BARS WHERE REQUIRED
& OTHER TOP BARS NOT PRESENT.
6. WHERE SCHEDULE CALLS FOR TOP BARS FULL LENGTH, EXTEND
BARS PAST SUPPORT AS FOR TYPICAL TOP BARS, I/3L,(UNLESS
OTHERWISE NOTED TOP BARS ARE FULL LENGTH.)
GENERAL NOTES:
I. ALL LINTELS TO EXTEND MIN. B" EACH SIDE OF OPENING.
2. CONCRETE STRENGTH AT 28 DAYS: 4,000 PSI.
3. REINFORCING STEEL: ASTM A615, GRADE 60.
4. ALLOWABLE SOIL PRESSURE ASSUMED 2,000 PSF MIN.
01 a+wt CAW
MAN IT
MOLD
GAE
XDC
JMD
NO SCALE
NO.
DATE
"(VISION
INIT.
WIIlSENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
MISCELLANEOUS DETAILS
ELL! N0.
949.026.56E
DATE
NOV. 1990
S-20
M.O.ram..04.miam, nor, el40.1Arred ft.

15 AT II"
r6AT7"
.4 AT 12" 41LJI o
2'-O" SQ.
SUMP
1'-2" I 2'-0"
115 AT 11"
12" BEND
SUMP PIT DETAIL
AT REACTOR CLAIRFIER
EXTERIOR FACE
CHAMFER WHERE
EXPOSED
I" JOINT FILLER
RUBBER BULB
TYPE WATERSTOP
73
BASIN SIDE
SEALER
I I/2"
NO STEEL
THRU JOINT
EXPANSION JOINT
EXTERIOR FACE
CHAMFER WHERE
EXPOSED
RUBBER OR PVC
TYPE WATERSTOP
T
BASIN SIDE
SEALER
1/2"
CUT ALTERNATE
BARS AT JOINT
WALL REINFORCING
CONTRACT ON JOINT .
OR CONSTRUCTION JOINT
awu CAw
oar GAE
Luna KOC
Du® MO
2'
0 2'
0
1'
2'
NO.
DATE
ILVISION
EXP. JOINT
SLAB REINF.
.8 AT 6 1/2"
a5 AT 11"
-a}r- I" NOSING (TYP.}
.4 NOSING BAR (TYP.I
.4 AT 11"
DETAIL
SEE PLAN FOR SI E OF TREADS
2 a5
04 AT II '
a4 AT II"
.4 NOSING BAR ITYP.1
3" CL
I" NOSING (TYP.1
a4 AT 11"
InWpmmuommo
I/2"
18
AT 6
SEE PLAN FOR SIZE OF TREADS
s4 NOSING BAR ITYP.I
SECTION THRU CONC. STEPS
WIIIiEENGINEERS
+f- 1" NOSING
1 (TYP.1
EXP.
JOINT
2 .5
SIDEWALK
SUPPORT
ON WALL-1r ILO"
1
CITY OF NEWTON
WASTEWATER FACILITIES
3" CL.
s4 AT 12" 0.C.E.W.
i4 (CONT./
NOTE:
SEE MECH. PLANS FOR PAD LOCATIONS.
BLOWER PAD DETAIL
TRENCH DRAIN
40 D1A.
WALL REINFORCING
WATERSTOP
WALL REINF.
DOWELS - SAME SIZE IL
SPACING AS HORIZONTAL BARS
VERTICAL WALL JOINT
CLARK CREEK PLANT EXPANSION
MISCELLANEOUS DETAILS
Nu NO.
949.028.59E
DATE
NOV 1990
S-2I

MCC
PUMP
BUBBLER
CABINET
(CONTROL
0
15'-0"
r ,
Ka
o
'°
111111111
OPENING
-
Illii:
DOWN
o
i
t'1
WETWELL
10'-0"
PLAN AT ELEV. 832.0
7'-O"
7'-0"
6'-0"
ro
UP
18" GATE VALVE
U
PUMP
NO.
,<<
BEAMS
PUMP
NO. 2
18" FLARE
SUCTION
ELBOW
0
u'I
-L_
PLAN AT ELEV.
820.0
2" SEAL WATER
2" PLANT WATER
TROLLEY HOIST
2" SEAL WATER TO
SEAL WATER PANELS
24" FORCE MAIN
GRATING ACCESS
I" PUMP VENTS
2" SUMP PUMP
HOIST
8 TROLLEY—'
MCC
GRATING
D00RS
EL. 825.0
arzf rt//I.BMa+S
16" GATE VALVE
SEAL WATER
PANEL
I" SEAL WATER
16" BASE
ELBOW
BEAM
24" HEADER
I" VENT— °
I" VENT
NEW 16"x12" ECC.
REDUCER w/
PIPE SUPPORT
V4" O DISCH.
PRESSURE LINE
16" CHECK VALVE
NEW 12" RUBBER
COUPLING (SEE
NOTE 2)
PUMP I
NEW 14" x 18" L. R.
ELBOW w/CLEANOUT
4" PIPE
SUPPORT
NEW 18" RUBBER
COUPLING
WETWELL
18" FLARE SUCTION
ELBOW
LA
f
SECTION
NOTES:
L EACH PUMP TO HAVE 1/4" DISCHARGE PRESSURE TAP
2. PROVIDE NEW 12" RUBBER COUPLING TO COMPENSATE
FOR 1/2" OFFSET MERCER INVINCIBLE OR EQUAL.
3. MOTOR MOUNTS WILL BE DOWELED OR OTHERWISE INDEXED
TO PROVIDE EASIER ALIGNMENT.
MAW CAW
MAIM CAW 1r
lam ,. I<DC
OW= JMD
4' 0 4'
HO.
REVISION
INIT.
vuillisENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
INFLUENT PUMP STATION
NU HO.
999.026.60F
DATE
NOV. 1990
M-1

O
NEW
LIQUID
CHEMICAL
FEEDER
NO. l-}4{I I l ,
�1I
NEW I
LIQUID
CHEMICAL
FEEDER I I
NO.2 r 1
I�.11 I
NEW LIQUID
CHEMICAL FEEDER-�..
EFFLUEN
BOX
pi ouzo CAW
01141113 CAW J.
I1AZ4rf KOC
aaa12 J HD
GRIT CHAMBER NO.I
GRATING TO BE REPLACED
GRIT CHAMBER NO. 2
SEE NOTE 2
SLOPE TO DRAIN
4" DIFFUSERS
SECTION
CUT OUT FOR BLOWER PIPE
w/NEW SS GRATING
.—EXISTING 6" DRAIN
SEE NOTE 6
—GRIT CONVEYOR
MOTOR VIBRATOR &
DISCHARGE CHUTE
NOTES:
EL. 867.0
NEW GRIT
CONVEYOR—+
SEE NOTE 4-
I. CONVEYOR S MOTOR SUPPORTS BY EQUIPMENT
MANUFACTURER.
2. REPLACE EXISTING GRIT TUBE w/4" CIRCULAR
TUBE. HEAT TRACE ABOVE EL. 866.0.
3. VERIFY TUBE DIMENSIONS w/EQUIPMENT
MANUFACTURER.
4. NEW COLLECTION TROUGH. VERIFY DIMENSIONS
OF GROUT WORK w/APPROVED SHOP DRAWINGS.
5. REPLACE HEAT TRACING & INSULATION ON ALL
OUTSIDE PIPING.
INSTALL NEW MH 18 OVER EXISTING DRAIN AT INTER-
SECTION w/I2" SEWER LIKE MH 16 - SHEET M-3.
WiIIi5ENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
SLURRY TANK
SECTION
PROVIDE 2" CROSS
CONNECTION
SECTION
CLARK CREEK PLANT EXPANSION
EXISTING LIME/GRIT FACILITIES
ME HO.
949.028.61E
DATE
NOV. 1990

6" DRAIN —I
SIDEWALK
MCC
ROOF DRAIN
LEADER 0
SLAKER
NO. I
SLAKER
NO.2
1
MIXER NO.1 0'
MIXER NO. 2
FLOOR DRAIN `r
GRIT CHAMBER NO. 1
SLURRY TANK
LEVEL GAUGE
STAINLESS STEEL
GRATE ON 6" RAISED
CONCRETE FRAME
LIQUID CHEMICAL FEEDERS
GRIT CHAMBER NO. 2
S.S. GRATING
MCC
SIDEWALK
•
12" SANITARY SEWER
ul owfi CAW
Min CAW le
OMST 1(DC
odw[m JMD
BLOWER PAD
(0
PLAN AT EL. 874.0
I O 4' B'
NO.
DATE
ILYIS1ON
MH 16
INIT.
TO C. B. 35
SEE DETAIL
SHEET M-6�
36"
EFFLUENT
IMMSENGINEERS
SLOPE TO
DRAIN
^
DRAIN SUMP
S.S. GRATING
PUMP 1
PUMP 2
S.S. GRATING
SLURRY TANK
r L
CL DRAIN
EL. 854.75 qI
4'-9"
.4-6" OVERFLOW
CL EL. 864.5
MIXER- v
+ -
4•-9"
SLURRY TANK 2
3'-4"
iD
6" DRAIN
DRAIN SUMP
cL
-WEIR PLATE
SEE DETAIL
25'- O"
"6" DRAIN w/PLUG VALVE
a EXTENDED OPERATOR
PLAN AT EL. 865.0
CITY OF NEWTON
WASTEWATER FACILITIES
U
LEGEND
2" DIAPHRAM VALVE
2" RUBBER COUPLING
2" DIAPHRAM VALVE
2" PIPE w/QUICK COUPLING
2 1/2" FIRE HOSE
2" L. R. ELBOW
6" PLUG VALVE
w/EXTENDED OPERATOR
1---1 ROAD BOX
10011
6" STEEL POSTS
FILLED w/CONCRETE
MH 16
CLARK CREEK PLANT EXPANSION
NEW LIME/GRIT FACILITIES
FILL NO.
949.028.62F
DATE
NOV. 1990
M-3

SUPPORT ANGLE
OR PIPE
fir/ rvI.Wodsui:.•"iay
36" EFFLUENT
EL. 855.5 k"
LIQUID
CHEMICAL
FEEDER
EFFLUENT
BOX
1-1
SLOPE TO 6" DRAIN
GROUT}
7'-I I"
GRIT CONVEYOR
•
6" BLOWER PIPE
I''4" DIFFUSOR PIPE
DIFFUSOR HEADER
18.-8"
SECTION
l
3 CY GRIT
CONTAINER
CONVEYOR d MOTOR
MOUNT BY EQUIPMENT
MANUFACTURER
SLOPE TO
DRAIN
TOP OF DRAIN
EL. 855.25
INFLUENT FM
Q EL. 855.5
6" PLUG VALVE
w/EXTENDED OPERATOR
& ROAD BOX
GRIT CONVEYOR MOTORS
4 8' 1
DUST
FILTER
-6-4" PNEUMATIC
FILL LINE
LIME STORAGE HOPPER
EL. 867.0
24" INFLUENT
EL. 861.0 —
6" BLOWER
PIPES C, EL.
865.75
Iirr�ruv��' iri
6" BLOWER PIPE
Q EL. 855.7517
r.QDRAIN
EL.851.75
+-DISCHARGE CHUTES
- 6" BUTTERFLY VALVE
I GRIT
1 CONTAINER J
DRAIN TO BOX
+-- SS. PIPE STRAP
4'-0" 0. C.
[QUICK COUPLING
J w/DUST CAP
FIN: GRADE
EL. 860.0t
v
- 4-44
1: r., 24" 0
SECTION
127
6" SUPPLY TANK DRAIN
w/PLUG VALVE
� —
17
6" DRAIN-
INV. 852.0
p W�tfi CAW
jjjjlll/����wawa Caw I�
D( I. Kfl�
w JMD
°.
0
4'
e'
NO.
DATE
MOWN
INTT.
„
UUIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
NEW LIME /GRIT SECTIONS
FILL NO,
949.028.63E
M-4
—
—
—
�^�
NOV. 1990

FILL LINE
OUST FILTER
LADDER w/
SAFETY CAGE
In TRAFFIC PAD
5'-Onx 10'-O'
T
I
STAINLESS STEEL
HANDRAILS
LEADER
HIGH LEVEL I
INDICATOR
1!)RD
.1
BAG FILTER
MANHOLE 8
BLOWOFF VENT
HANDRAIL
SUPPORTS
4" FEED
LINE
•-3'-O"
I'-O"
0
LIME STORAGE
HOPPER I2'-O" DIA.
PLAN AT EL. 900.0
1
CHEMICAL FEEDER CHEMICAL FEEDER
NO. I NO. 2
4" FLEX.
2"x 4"
"H
COUPL(4NGII-
INCREASER �I
SLOPE
�4" RETURN LINE
2" FEED LINES
FIN. GRADE
EL. 859.0
2' LIME SLURRY
TO LIME SLUDGE °
P. S.
C NiErreffIC//I'
SECTION
IZIEF
N/l�ri/�lul�plF/nr=
NOTES:
VERIFY PIPE LOCATIONS w/APPROVED
SHOP DRAWINGS
HEAT TRACE ALL EXTERIOR PIPING.
SUPPORT ALL LIME FEED & RETURN
PIPING AT BENDS, TEES OR A MINIMUM
OF 8' SPACING
LADDER
w/SAFETY
CAGE
1
LIME STORAGE
HOPPER
HIGH LEVEL INDICATOR
LOW LEVEL INDICATOR
6" DRAIN—\
BIN
VIBRATOR
BIN
GATE—P-
CONC.
PAD
SLAKER 1
SLURRY
TANK
GAUGES
SLAKER 2
J
i1
I`� II 4"
II 6' DRAIN I I SEAL 1 SLURRY
WATER Ii RETURN
ANEL LINE
II �
PUMP I� I I PUMP 2
TRENCH DRAIN
SEE NOTE 2 LLD
24" 0
INFLUENT-7
DIFFUSOR
n:; r
GROUT!:•^
I6" 1=T
+-GRIT
CONVEYOR
rzl.eIoWtexlpc
msfor
i1F7
P I
SECTION
Alk
nIEF
1/4" FIBERGLASS
PLATE
I" x 8" S.S. ANCHOR BOLTS
BOTTOM OF
WEIR PLATE
EL. 853.0
GRIT CHAMBER WEIR PLATE DETAIL
NOTE:
I. CONTRACTOR TO VERIFY ELEVATION OF WEIR PLATE. TOP OF
PLATE WILL MATCH THE WEIR ELEVATION OF THE EXISTING GRIT
CHAMBER.
2. TAP BLIND FLANGE & PROVIDE 3/4" GATE VALVE & HOSE BIB.
cloaca cora= CAW jr.
1u.DI or xDC
DEISM JMO
0
4'
8'
Mff
NO.
DATE
REVISION
INI7.
uuilliSENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
NEW LIME/GRIT SECTIONS
FILE NO,
949.028.64F
DATE
NOV. 1990
M-5

l7J
4" PNEUMATIC FILL LINE
LIME STORAGE
HOPPER
•—FEEDERS
"-SLAKERS
crQ
2" POTABLE
WATER
,-DUST CAP
GRIT REMOVAL
LIME
SLURRY
TANK
LIME PUMP
1,4 OIALti CAW
tcmagra CAW jr
mat rY KDC
mom JMD
2" FEED
LINES
4" RETURN LINE-Th
LIME
SLURRY
TANK
DIAPHRAM VALVES
LI\
LIQUID
CHEMICAL
FEEDERS
GRIT CHAMBER
EFFLUENT BOX
-4-36 EFFLUENT TO
REACTORSCLARIFIERS
C
C-�
DUST CAP—(W u . TO LIME SLUDGE
C-da PUMP STATION
2 1/2" FIRE HOSE
LIME FEED SCHEMATIC
0
•
0
in
11i1i
NIB
111
I1©
MIN
mon
4
INN
6
B
1•
MEI
10
■
SS GRATING
CLAMP TYPE
END PIPE w/
FLANGE
a 1/1
FLANGE
FLOAT
SURRY TANK NO. I
SLURRY TANK DEPTH GAUGE
UUIIIISENGINEERS
QUICK COUPLING
w/ FLANGE
Ij_ EL. 862.75
STAINLESS
STEEL
GRATING
DUST CAP
BOLT
HOLES
2 1/2" FEMALE END QUICK
COUPLING w/HOSE SHANK
2" PIPE
2" FLANGE
NOTE:
CLAMP TYPE END
PIPE OR VALVE
CLAMP -ON FLANGE
ti,v2 1/2" SS SCREW TYPE C
CLAMP OR EQUAL
t2 1/2" FIRE HOSE
2 1/2" QUICK COUPLING
w/ FLANGE
ALL QUICK COUPLING & DUST CAPS SHALL BE STAINLESS STEEL,
COUPLING DETAILS
1.1
Alan
TO LIQUID CHEMICAL
FEEDER NO.I
TO LIQUID CHEMICAL
FEEDER NO. 2
EL. 862.0
2" 90' BEND 8
WALL SLEEVE
DIAPHRAGM
VALVES
2" SLURRY
FEED LINES
FLOOR EL.
854.0
TRENCH INV.
EL. 853.33
PINr
1111
2 I/2" FIR HOSE
QUICK COUPLING ADAPTOR
—T--
LIME SLURRY DISCHARGE PIPING
CITY OF NEWTON CLARK CREEK PLANT EXPANSION
WASTEWATER FACILITIES
SCHEMATIC a DETAILS
TO LIME SLUDGE
P. 5.
2" 90' BEND
IIII NO.
949.026.65E
DATE
NOV. 1990
M-6

36' WALL SLEEVE
CE EL. 857.5
QL36"EFF,
El. 8490
6" SLUDGE
SUCTLON --,-
1
45"
TURBINE DRIVE
STATIC MOTOR
LIQUID LEVEL
662,0 _
TOP Cr WALL
El. 8640
1 -6" DIA.
9 DIA.
90" DID.
PLAN
TANK BASE
is otmr.i CAW
ocHv4 W CAW Ir.
MAW IT KDC
Ovaco JMO
TROUGH
SCRAPER
I)
w
REACTOR CLARIFIER 0,4
RAKE DRIVE
MOTOR
' 130•440'
2" POLYMER FEED (SUPPORT ON WALKWAY)
Et 639.12 36' INFLUENT
(OUT OF POSITION)
SECTION
TOP OF TANK
EL. 6640
UM BAFFEL
6"
AOJUSTABLE S.S.
BRACKETS BY
CLARIFIER MANU.
Bjfa%Ti
1 6"SLUDGE LANE
Q EL 842.87
LIME
SLUDGE
PUMP
STATION
STATIC W.L.
90° 662.0
DETAIL
SECTION
LAUNDER a EFFLUENT WEIR
ENCASE PIPES UNDER TANK
w/STONE
8' 0' 8' 16'
4'
"w
0' B'
i�
CL, 36- INFLUENT
NO.
DATE
6" SLUDGE SUCTION
(OUT OF POSITION)
REVISION
NOTES;
2-112"
SCUM BOX
TOP EL 86225
8' WALL
SLEEVE
I. NUMBER. SIZE AND LOCATION OF ANCHOR BOLTS TOR WEIR AND SCUM
BAFFLE TO BC IN ACCORDANCE WITH APPROVED SHOP DRAWINGS.
2. INCREASE DEPTH OF SCUM BAFFLE TO 3'0" BELOW WATER LEVEL 3'0"
EACH SIDE OF SCUM BOX.
)NIT.
UUIIIISENGINEERS
/864.0
0
LIME SLUDGE
PUMP STATION
WALKWAY -•___.—
6• SLUDGE
2" POLYMER FEED,
c., EL.. 8S1.80
12" PLUG VALVE
12" DRAIN
2" LIME FEED
SCUM BOX
TOP EI.662.25
CONC.
\ ENCASEMENT
36" PLUG VALVE
2 - 36" 90" BENDS
Q 839.12
PLAN at REACTOR CLARIFIER
CITY OF NEWTON
WASTEWATER FACILITIES
36" WYE
CE 855.5
MH 112
12" DRAIN
N'-12" PLUG VALVE
CLARK CREEK PLANT EXPANSION
REACTOR CLARIFIERS
EL. 851.80
860.5
FILE NO.
949, 028. 66 F
DATE
NOV. 1990
M-7

RRTN
•
0 EL 858.75
z
0
-p
0 EL 85125
El. 864.0
2" POLYMER
ITO BE HEAT TRACED
SEE SHEET M
(TYP)
MOTOR CONTROL
CENTER
AEL 864.0*
BRIDGE
REACTOR CuRIPIcR
PLAN at EL 864.0
WALKWAY
VALVE
ANGLE BRACKET
w/STRAP
TEE WTI -RUST
BRACE
at
S .I
6' WALL SLEEVE
Q Et. 642.87
2" POLYMER
PIPE
9"
MANUAL 2 TON HOIST
s TROLLEY.PROVIDE STOP
TO PROTECT PIPES.
EL 855.254
4' SCUM -SLUDGE EM.
El 85375- g_
4=0'
SEE NOTE
r2
EL 85 25
r.
I 12'_SEAL
4-f
FLEX
3-
3-6'
7'-0
2 LIME
FEED CiEAL
} WATER
PANEL
r6'PLuG---\ PY
VALVE 7
o.=IitI
TO SCUM SLUDGE
FM AT REACTOR
CLARIFIERS I L 2
EL 858.75
SCUM WELL (TYP.1
2" POLYMER PIPE
(SUPPORT ON WALKWAY)
BOTTOM OF LAUNDER
El. VARIES
-6"
3-2" SAMPLE
LINES w/ SAMPLE
VALVES a SINK
EL. 854.25
EADF.R SUPPORTS
SCUM -SLUDGE F.M.
i_ �� 6 E1 84925
vs
STONE
ENCASEMENT
5L0"
3.-6.
PIPE SUPPORTS
SECTION
Aft
NOTES:
4'-0"
Ir f
2" TO EXISTING
LINE AT REACTOR
CLARIFIERS
4" SCUM -
SLUDGE F.M.
CL EI. 855.25
,1,.. SEE NOTE 4
w
4" PLUG
VALVE
I CLARIFIER NO 3
SAMPLE
"LINES
d
1"
2" POLYMER,/
C_ El. 856,0
L TAP BLIND FLANGE WITH 3/4" PIPE It INSTALL 3/4" GATE
VALVE B HOSE BIB.
2. SUMP PUMP WILL DISCHARGE INTO CLARIFIER NO.4 SCUM BOX.
3, WALL MOUNT HOSE RACK & REEL WITH 25 FEET OF HOSE,
ADJACENT TO HOSE BIB IN PUMP AREA.
4. ALL SLUDGE d SCUM PIPING d VALVES INSIDE PUMPING STATION
ARE TO HAVE CLAMP TYPE JOINTS,
5. CHECK VALVE FOR LIME SLUDGE L. SCUM PUMPS TO BE RUBBER
FLAPPER SWING CHECK VALVE.
6. PROVIDE FLANGE NEAR WALL TIE FLANGE TO CONCRETE WALL
WITH TIE RODS ANCHORED IN WALL. TYPICAL EACH WALL
•SUMP PUMP
(2" DISCHARGE w/
DBLE.CHECK VALVE a
GATE VALVE)
(DIMENSIONA E MEASURED AOFF CLARIFIERTION OF IPMENT LPIPING WALLS AT
TANK CL )
z
N
EL 851.25
49
6
2." POLYMER
C_ El. 861.5
oI_ s E1.841.25
t9 b-- W LJ
FIN. EL 851.25
SAMPLE
SINK T-
i
To
-0"
SA MSLEj " I
CLARIFIER NO. 4
SCUM
WELL
2" GATE VALVE AT EACH
SAMPLE LINE 6 SINK
t' TOM!
EL848.75
•
PLAN at El. 858.0
2" SEAL WATER
[ T
SUMP PUMP DISCHARGE
El. 862.5
•
III
6' SLUDGE WITHDRAWAL
PLAN at El. 850.0
6' FLEX. CPL
6' TEE w/BLIND FLG.
SEE NOTE 4I
2' LIME FEED
SEAL WATER
PANEL
IM OU I CAW
oaKntc .CAW Ir.
wu IT KDC
Onam JMD
4' 2' 0
No.
DAT(
REVISION
POT.
MIMS ENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
R /C PUMP STATION
F[L( N0.
949.028.67F
DATE
NOV. 1990

TOP OF WALL
EL 864 -f
RETAINING
WALL —s"'
EL 851.25
sP� -_99 ••• 4tv
4o
0
HANDRAIL
FIN.
FLOOR
851.25
I
+
FIN FLOOR
El. 841.25
DI ow= CAW
tlatow CAW
Waal ST KDC
Oa= JMD
2" POLYMER /2
MONO -RAIL 4.
4 SCUM-5.1106E F.M. SEE NOTE .h MCC
4 PLUG VALVES
— 6"a 6"i Y2"L W
PIPE STRAP
II
4 SLUDGE -
SCUM F.M -
4 PLUG VALVE
4-90° BASE ELBOW
PUMP &
MOTOR
r7
}I•l-,b� L: i
r- PIPE SUPPORTS
l. REACTOR CLARIFIER
SEE a
I II
FACE OF FLAN
SUCTION SIDE.
131
SECTION
4" F.M—
Q EL 849.25
4' ELBOW
3'a4' INCREASING
RUBBER COUPL4x,^�
SCUM WELL
LEVEL SWITCH
¢. TOP OF CLARIFIER
//
•
6' WALL
SLEEVE
tEl 8490
SEAL
WATER
PANEL
FIN GRADE
EL 659.5/
.oaw^d/cfArii
?rr�
rf rSEAL WATER
4" PVC STILLING PIPE
(SUPPORT OFF WALL
AT 5-O` INTERVALSI
BOTTOM OF SCUM
WELL- EI. 648.75
MOTOR CONTROL
CENTER
10`
• SCUM BOX DRAIN
El. 845.25
• SLUDGE SUCTION
EI. 842.87
3a6 REDUCING 6' PLUG VALVE
RUBBER COUPLING
SECTION
6` TEE
4 2' 0 4_a' •
I _
NO.
DATE
2" LIME LINE
3f4' HOSE 62
W/4 %FLANGE
CL ELEV 84725
2" WALL SLEEVE (TYPI
REVISION1 (HIT.
NOTES:
4 SLUDGE -SCUM F.M.
r2' DIAPHRAM VALVE
W/ CHAIN OPERATOR
2" LJME PIPE
ELEV 847.25
'`"011,074*
'1/4Ca2" COMPANION FLANGE
DETAIL CAI
I. TAP BLIND FLANGE WITH MI" STD PtP[ ANO INSTALL AN^ GATE VALVE B HOSE BID.
UUIIIi5ENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
R /C PUMP STATION
FILE NO.
949.028.68E
DATE
NOV. 1990
M-9

r_y HANDRAIL
A,
dd:
ROADWAY(GRACIE VARIES)
-f7t
d/r!o-
16" PLUG VALVE .16" RECYCLE SLUDGE //
(W/ EXTENDED OPERATOR FORCE MAIN
a ROAD BOX) 1
45" MJ, PE
ELBOW
36" INFLUENT
PIPE
♦ L/
36" BUTTERFLY VALVE
(W/E TENDEDX) OPERATORAD B
a
45•
SCUM BAFFLE
(WRAP AROUND EN.17;)
a
11.
C
RETAINING
q , WALL
2
M//mil//TrI// i///�
SECTION
PIPE IS SHOWN
OUT OF POSITION
16"RECYCLE SLUDGE
�. EL845.16
45" ELBOW
HANDRAIL
WEIR PLATE
SLOPE
HANDRAIL
STATIC LL.
EL 857.0
4"CONC. 6'6/10.10 WWF
10'- 0"
2'- 6"
36" INFLUENT-3—
Qe. EL8460
36"EFFLUENT
N
y `6/2 40`-O"
PLAN
40.-0"
14-0 SEE WEIR
PLATE
DETAIL
EL. 855.0
wuuOiti" 11oa
7.-6"
SEE PIPE SUPPORT
DETAIL- SHEET 5-20�
( TYPICAL FOR SUPPORT
OF RECYCLE PIPE )
I2-PLUG
VALVE
BOTTOM OF BASIN
J-EL 844.0
36" EFFLUENTS
NOTES: EFFLUENT WEIR,.
STRUCTURE
L AERATION BASIN RETAINING WALL• IN ADDITION TO THE CONSTRUCTION (SEE ENLARGED
JOINT REOURED EVERY 32 FEET, THERE SHALL BE PROVIDED AN EXPANSION PLAN)
JOINT IN THE MIDDLE OF EACH LONG WALL L FOOTING.
2. PROVIDE 2 FOOT RADIUS BAFFLE AT THE CORNER OF AERATION BASIN.
3. CONCRETE BASIN LINING TO BE INSTALLED IN NEW AERATION BASINS AS WELL -
AS EXISTING AERATION BASINS.
4. WEIR PLATES IN THE EXISTING AERATION BASINS ARE TO BE ADJUSTED TO
MATCH ELEVATION OF NEW AERATION BASINS WEIRS.
5. EXISTING AERATION BASINS TO REMAIN IN SERVICE UNTIL NEW AERATION BASINS
ARE FULLY OPERATIONAL AS DETERMINED BY THE ENGINEER.
4'-0"
10'-6"
TOP OF BASIN
EL. 859-0
/-----
TOP OF WEIR
EL 857.0
I' -O"
ROADWAY
4 PIT
0
L.EL 854.0
SLOPE
EL.847.5 P p
SECTION M
36" WALL SLEEVE
DEL B49.5
6" WALL
SLEEVE
IL EL. 855.25
I6"RECYCLE SLUDGE
FORCE MAIN
. EL 852.5
1_
r36" EFFLUENT
EL. 8495
36.FLEX COUP.
EFFLUENT WEIR STRUCTURE
ROUT
HANDRAIL
4—
f1
10'
T
12" DRAIN)
44'-O"
172'-0"
PRESSURE RELIEF
VALVE ITYP.I
EJ
EJ
AERATION BASIN
NO 3
AERATOR
PLATFORM
r16" RECYCLE SLUDGE
t FORCE MAIN
16" PLUG VALVE
EJ
TOE OF SLOPE
N NO. I
�-to "I-
INV.
8440
JOINTS AT 30' E. W
I MAXIMUM-,
33'-O"
NO. 2
-f-
I6" 0
AERATIOL( BASIN
N0. 4
66'-0"
NQ 3
24-0"
1i--- 36" INFLUENT PIPE
4
—36"BUTTERFLY VALVE
4'
44'-0"
w
0 -
N
4" CONC. SLAB
w/JOINTS AT 6'
ALL AROUND —
HANDRAIL
EXTEND AROUND
BASIN (SEE
HANDRAIL DETAIL
SHEET 5-19 )
.CONSTRUCTION OR
CONTRACTION
JOINT ITYP.I
TOP OF BASIN
EL.859.0
I'-O"
■
2"0 ANCHOR
BOLTS- 6-LONG
11/2' PROJECTIO
SECTION
Z--EXPANSION JOINT (EX
PLAN AT AERATION BASINS
STAINLESS STEEL
VALVE STEM
214"14 eel Ik`a 1'-6"
STAINLESS STEEL ANGLES
4'-0" 0.C.
STATIC L.L.
EL. 857.0
1/2. THICK FIBERGLASS BAFFLE
W/ STAINLESS STEEL FASTNERS
2"a14 STAINLESS STEAL BAFFLE
SUPPORTS- 4'-O 0.C.
FIN. GRADE
EL 858.0
/3///t/
/
47.15
4`-0" 3'-6"
SECTION
L.L
EL.855 25
6" WALL
SLEEVE
GROUT
F
M-10
143'
l'11 6" S.S. AI+_CHOR
BOLTS-2.-0
0.C.
BOTTOM OF WEIR 1/4" FIBERGLASS
PLATE
WEIR PLATE DETAIL
ouect CAW
onic.. CAW
manKDC
aici JMD
4' 0' 4' 8'
2
20' 0' 20' 40'
NO. DATE
EEVISION INIT.
IN IS ENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
AERATION BASINS
FILE N0.
949.028.69F
DATE
NOV. 1990
M-IO

rTOP OF TANK
EL.84625
SCUM BAFFEL
I I I" I'-4"
WEIR - 1
90°
2 1/2" STATIC WL
844.0
ADJUSTABLE S.S.
BRACKETS BY
CLARIFIER MANUFACTURE
DETAIL,
SECTION
LAUNDER a EFFLUENT WEIR
TOP OF WALL
EL 846.25
EXISTING
SECONDARY CLARIFIER NO.I
TOP OF WETWELL
EL. 841 t
EL. 8381
EL. 843.0
LAUNDER
EL. 842.0
NEW
SECONDARY CLARIFIER NO. 3
EL. 843.0
EL. 846.25
EL.
845.0
I1
MINIM
4' 0" SIDEWALKS
TOP OF WALL
EL. 842.0
EL.840t
EXISTING
WETWELL
EXISTING
RECYCLE
SLUDGE
PUMP
STATION
sr
SEE NOTE 1
AI---� II
90' ELBOW
58'-6"
12'-6"4'-6"
1II
74'-6"
RY CLARIFIER NO. 1
o
m
18" RECYCLE
SLUDGE LINE
36" 90' ELBOW
c_ EL. 833.5
FLEXIBLE 36" —.-
COUPLING
-- IY
{ RECYCLE I II
I PUMPING I
LSTATION MH 9 II
J
12" SEWER
Q EL. 627.5
i
EXISTING 36" Ar�
I CROSS
EL. 840.0
/j� SECONDARY CLARIFIER NO. 2
it
II
II
//
6
/
- el
NOTE 2
, {{ / 36" EFFLUENTS Y 11. EL.
— 833.5
8" WASTE SLUDGE
12" SANITARY SEWER_
--36" TEE w/MJ PLUG
EL. 833.5
36" BUTTERFLY
VALVE w/ROAD BOX
� --36" TEE w/MJ PLUG
a �■ Rai Q EL. 840.0
IS 1
SECONDARY CLARIFIER NO. 3
MI -I 15
NOTES:
TO FILTERS
I. REMOVE EXISTING BLOCK STEPS. INSTALL NEW 18" PLUG
VALVE AT EXISTING 18" WALL SLEEVE. c_ EL. 828.5 WITH
EXTENDED OPERATOR & ROAD 90X. PROVIDE NEW 3'-0"
STEPS AS SHOWN ON ENLARGED PLAN.
2. PROVIDE STEPS & 4'-0" SIDEWALK TO STREET FOR
SECONDARY CLARIFIER N0_ 2 AS SHOWN FOR SECONDARY
CLARIFIER NO.1.
w mom CAW
oarnm CAW jr.
moot q KOC
cam JMD
0
2'
4'
0
20
—41
40'
I I=
N0.
DATE
REVISION
INIT
WIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
SECONDARY CLARIFIER
FILE N0.
949.028.70F
DATE
NOV. 1990
M-I 1

18
E)
L
r
{
L
ENLARGED PLAN
STONE
YI�L . u ENCASEMENT
I �I =i�� �o e
tEDGE\ �Pu1•sa
5e,1 ,J
ay1Q.r�-1
I
ENLARGED PLAN
rrJ.F°*'
TOP OF TANK
El. 846.25
16'
SCUM
BOX
ACCESS
BRIDGE
SCUM
/BAFFLE
12. TANK DRAIN
El. 83306
EFFLUENT
LAUNDER
i
FLOOR BOX
STEM GUIDE
8' SCUM LINE
5. EL 8360
8' PLUG VALVE
I t':'�I2' PLUG W.LVE
•
12' DRAIN 6 WALL
SLEEVE EL 832.5
SECTION
LAUNDER BOTTOM
El. 842.0�
SIDEWALK
FIN. EL 839e
35 EFFLUENT
8 WALL SLEEVE Q
El. 833.5
1117
13
TOP OF CLARIFIER
EL 846.25
SECTION
STATIC L.L EL. 844.0
BOTTOM EI.
832.0
SKIMMER B
SUPPORT
FEED
WELL
y h
_,vy,sfSllAilagarxrms49amtd-`---14
•
STONE _ fOLS170. • a �7:,
aua CAW
moue CAW jr.
MAN n KDC
ouam JMO
IB'RECYCLE SLUDGE
c. EL 828.5
(OUT OF POSITION)
8'
4' 0' 4' 6'
2L 3' STATIC L.L. 8440 WEIR
-- -- ---- -- ?
BAFFLE
2' GROUT
SCUM
WELL
FINISH GRADE
839.0
ik fat
iv. Ira/lf 11��
SECTION
STONE ENCASEMENT 36' INFLUENT
t El 827.5
12' DRAIN
WIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
`ACCESS BRIDGE
SWEEP
ARM
PLAN AT CLARIFIER
CLARK CREEK PLANT EXPANSION
SECONDARY CLARIFIER
FILE N0.
949.028.7IF
DATE
NOV. 1990
SEE
ENLARGED
PLAN
M-12

iI 1 d
4" TEEji
•
Lea
EL856.O—.fit
CLEAN & REPAIR BREAKS
IN EFFLUENT LAUNDER
BOTH THICKENERS
8" WASTE SLUDGE FM
/�12" DRAIN �J
IN OULU CAW
DC 4 CAW I.
E1 ET K DC
cwau .MD
0 8'
16'
4
N0.
DATE
4" PLUG VALVE
4" CROSS
REPLACE 90°
ELBOW w/TEE
C EL. 852.75
EXISTING 90° ELBOW
REPLACE w/TEE
REVISION
THICKENER
INIT.
4" LIME SLUDGE FM
4" TRANSFER
EFFLUENT TRENCH
SEE DETAIL
4' 0" SIDEWALK
MIME ENGINEERS
EL. 855.0
SLUDGE HOLDING
TANK NO. 1
8" WALL SLEEVE
€ EL. 846.5
CITY OF NEWTON
WASTEWATER FACILITIES
63'-8"
SEE DETAIL
CONCRETE PAD
22 I/2;
EL. 853.5
SLUDGE HOLDING
TANK NO.2
!2" DRAIN TO
SANITARY SEWER
TOMH14
�— 2'-6" CURB a GUTTER
CLARK CREEK PLANT EXPANSION
SLUDGE HOLDING TANKS
Fltl NO.
949.028.73 F
DATE
NOV. 1990
M-I4

8" SL
REPLA
ELBOW'
C EL.
4" POT
4" PLA
4" SEA
1V�
frq
J
STEEL CABLE SUPPORT
FOR TANKER FILL LINE
w/PULLEYS d HANDCRANK
PUMP CONTROL
EL. 841.8
TOP EL.866.0--11
8" PLUG VALVE
HANDRAIL -
EL. 857.5
5'-0"
174 4" PLUG VALVES
a a --r-
T
SIDEWALK k
STAIRS NOT SHOWN
1
TANKER DELIVERY
HOSES
(SEE DETAIL
EL.
4" CHECK
VALVE
STEEL POST
INV.
840.0
8" WALL SLEEVE
EL. 846.5
6" FLEXIBLE
COUPLING --
Itt
4" PLUG
VALVE ----f"1" r
3"x 4"
REDUCER
SIDEWALK
EL. 857.0
4. 6" TEE ON SUCTION SIDE OF BOTH PUMPS TO BE TAPPED
TRENCH DRAIN INV. EL. 855.5 WITH 3/4" HOSE BIB.
SEE DETAIL
NOTES:
I. ALL SLUDGE PIPING 8 VALVES ARE TO BE VICTAULIC
JOINTS.
2. CONTRACTOR SHALL VERIFY LOCATION OF PUMP
SUCTION 8 DISCHARGE LINES WITH APPROVED SHOP
DRAWINGS.
8" WALL SLEEVE
C EL. 856.20
4" WALL SLEEVE
EL. 854.70
4" PLUG VALVE
w/CHAIN OPERATOR
842.0
1L� ;;.• ..-CONCRETE .1J♦��4-
a
TRENCH DRAIN
CB NO. 36 1 TRENCH DRAIN
8" PIPE
INV. IN 840.0
•
FIN. GRADE
EL. 8551
1211/.5ra
SEE DETAIL SHEET M-16
4" CONCRETE PAD
OPERATOR PLATFORM
w/SAFETY CHAIN ON
TANK SIDE
8" TELESCOPING
VALVE
3"x 6"
REDUCER
INV. 841.0
6" DRAIN w/90' ELBOW
C DISCHARGE EL. 841.50
SECTION
M cmarI CAW
wham CAW it
wAu rr KDC
c,st m JM0
4'
0
1
4'
B
140.
DATE
6" SUCTION
C EL. 843.61
SECTION
STONE
ENCASEMENT
REVISION
1NIT.
6" RUBBER COUPLING
6" PLUG VALVE
8" PLUG VALVE-�Q
4" TRANSFER
1,:j1=14=16
6" PLUG VALVE
w/PIPE SUPPORT
6" PUMP
BYPASS .
C EL 843.61
WIIIISENGINEERS
12" TRENCH DRAIN
L., L 4" TRANSFER
C EL. 854.66
SLUDGE HOLDING
TANK NO. 1
4" LIME SLUDGE
rL EL. 853.0
22 I/2'
6" WALL SLEEVE
CL EL. 893.61
6" 22 I/2'
BEND
CITY OF NEWTON
WASTEWATER FACILITIES
3. ALL EXPOSED PIPES OUTSIDE THICKENERS ARE 70 BE
HEAT TRACED. SEE DETAIL SHEET M-17
6'- 0"
6" PLUG VALVE
6" FLEXIBLE
COUPLING
7'-10"
4" FLEXIBLE
COUPLIN
SLUDGE HOLDING
TANK NO.2
8" FLEXIBLE
COUPLING
4" WALL SLEEV
8" WALL SLEEVE
4" PLUG VALVE
w/CHAIN OPERATOR
" TEE
.1-
0
2'-0' 2'-
4"
TRANSFER
8" SLUDGE FM
(4) 6" STEEL POST
FILLED WITH CONCRETE
CLARK CREEK PLANT EXPANSION
SLUDGE HOLDING TANKS
FILE NO.
949.028.74 F
DATE
NOV. 1990
M-I5

aura CAW
Oman B W
w�a KOC
alum JMO
EIDO
N1300
N 1200
NIIOD
N900
N800
N700
N600
E200
E300
E400
E500
E600
E700
NOTE: Ti
IN EXISTING LIME/GRIT FACILITY, INCLUDES DISCONNECTION
BY CONTRACT 14.I OF EXISTING EQUIPMENT AS SCHEDULED
FOR REMOVAL BY CONTRACT 14.0 & THEN RECONNECTION
BY CONTRACT 14.1 OF NEW REPLACEMENT EQUIPMENT.
E800
E900
E1000
zs///
/../ /
/
// ,/
,// 7/ 1
///
//
/
/
f
IE"lI
NEW LIME'SLUDGE
STATION. SEE SHEET
PUMPING
E-9
NEW
CLARIFIER
SEE
REACTOR
NO.3,
SHEET E-9
'
,
li
,
k
/
r
1
AERATION
BASIN NO.3
J
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1.IIF�3
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SEE SHEET E-1
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AW
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11
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SEE SHEET E-3
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& CAP EMF�LY COIJDITS
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CdNDUCTORS
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I {
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II
I�
LIME SLUDGE
PUMPING
STATION
Y !„ -" '
c CONDUITS
J
50. 0
An
50'
100
HO.
POWER P-I �EXISTING
COMMUNICATIONS T-I) MANHOLES
EXISTING - NO CHANGE
EXISTING CONDUITS INCLUDING:
SPARE 3" - TO BE USED AS IICI IN FUTURE
SPARE 3" - TO BE USED AS 12 CI IN FUTURE
CC2 - ACTIVE 2" INTERCOM
n ADD 2 CABLES
n ADD I CABLE
DATE
EMSION
II II F
MATCH LINE TO SHEET E-2
EXISTING CONDUITS INCLUDING:
SPARE 3" - TO BE USED AS IICI IN FUTURE
SPARE 3" - TO BE USED AS 12C1 IN FUTURE
CC4 - ACTIVE 2" INTERCOM
n ADD 2 CABLES
n ADD 1 CABLE
WIlkkSENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
NI300
NI200
NI100
BUILDING
NI000
CLARIFIER
ET E-9
N900
N800
N700
N600
OUTLET MOUNTING HEIGHT SCHEDULE
SYMBOL CENTER ABOVE FLOOR
EXCEPT AS NOTED
424I
S
18"
18"
46"
46"
46"
46"
46"
46"
TS O- 62"
SUPPLEMENT TO "SCHEDULE OF SYMBOLS & NOMENCLATURE
FOR ELECTRICAL WORK"
14.0 GENERAL CONTRACT
14.1 ELECTRICAL CONTRACT
CONDUIT CONCEALED IN OR ABOVE CEILING OR IN WALL
0
0
M
SWr " W
a
CONDUIT CONCEALED IN OR BELOW FLOOR OR IN WALL OR
UNDERGROUND.
CONDUIT RUN EXPOSED
SPECIAL NOTE, SEE SCHEDULE.
SPECIAL CONNECTION, SEE SCHEDULE.
FHP MANUAL MOTOR STARTER FURNISHED & INSTALLED UNDER
CONTRACT 14,1 UNLESS OTHERWISE NOTED.
MAGNETIC STARTER OR CONTACTOR.
SUBSCRIPT "W" AT DEVICE SYMBOL INDICATES WEATHERPROOF
COVER OF CAST STEEL OR ALLOY,
INTERCOM OUTLET -FLUSH. PROVIDE WALL PHONE WITH RINGER
& WEATHERPROOF ENCLOSURE.
JUNCTION BOX PER N. E. C,
SELECTOR SWITCH & PUSHBUTTON SUBSCRIPTS AS FOLLOWS:
FSOA FAST - SLOW - OFF - AUTO
HOA HAND - OFF - AUTO
FSS FAST - SLOW- STOP
PANELBOARD
SOLENOID VALVE
UNIT HEATER - NUMERALS INDICATE KW. CONNECT 480 VOLTS.
SEE ONE -LINE DIAGRAMS.
ALARM DEVICES ON INSTRUMENT PANEL BY CONTRACT 14.0.
MAINTAINED CONTACT START -STOP PUSHBUTTONS.
6-POLE DISCONNECT SWITCH, HEAVY DUTY.
CONNECT 115 V TO THERMOSTAT & PIPE HTG.CABLE PROVIDED
• BY CONTRACT 14.0, WATTAGE AS NOTED. PROVIDE WEATHER-
PROOF LIGHT SWITCH ADJACENT AS DISCONNECT.
Ei
THRU
CL
DENOTES BID ITEMS FOR CONTRACT 14.1 AS DESCRIBED IN PAY-
MENT ITEMS.
CLARK CREEK PLANT EXPANSION
SITE PLAN -POWER 81 CONTROL
FILE HO.
949.028.76E
IArt
NOV. 1990
E-- l

i
,M °tua CAW
eo/01m BW
MAN ay KOC
0u[am JMD
N600
N500
N400
N300
N200
N100
EXISTING
MATCH LINE TO SHEET E-I MANHOLES
POWER P-2
COMMUNICATIONS T-2
NEW CONDUITS SEE SHEET E-I
EXISTING CONDUITS
61
EXISTING N0
EXISTING
SECONDARY
CHANGE /II
III
I
I
I
E-4
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1�T�1
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I I
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\,SEE
EXISTING
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BUILDING
SHEET E-13
= E-4 rP
—
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NEW SLUDGE P
BUILD SEE
E-13 E-4
1L
II
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SHEET E 12
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ELECTRICAL
UNDERGROUND
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d COORDINATE
I UTILITIES
ANY EXC
& THE EXCAVA
I
�
1-
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EXISTING POWER MANHOLE P-4�
EXISTING MAIN SWITCHBOARD d
I
-1- 1—
i 1 I
I I
POWER
P-3
T-3
E•
6PC5
TRANSFORMER PAD SEE SHEET E-3
EXISTING FILTRATION BUILDING
I
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I
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COMMUNICATIONS
><
•
a- _
+�
----_______)
I II I
1 I II `I
�_1
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NEW SECONDARY
CLARIFIER NO. 3,
1 I
SEE SHEET E 12
E-3
\\
I I
I
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t____H
• .
EXISTING INFLUENT
PUMPING STATION,
SEE SHEET E-12
E-5
J1
X.
X. ILA
/ x
x
X
X
\
u
r-.
r
EIOO
E200
50' 0 50' 100
N0.
E300
DATE
E4 00
E500
ifY15[6N INIT.
E600
ifelSENGINEERS
E700
EBOO
E900
CITY OF NEWTON -
N600'
UMPING
SHEET
N500
RIMARY LINES {POSSIBLY DIRECT
JKE POWER d CITY OF NEWTON.
R TO DETERMINE EXACT LOCATIONS
IVATION IN THE AREA WITH THE
TING CONTRACTORS.
EXISTING
MANHOLES
N300
N200
NI00
E 1000
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
SITE PLAN -POWER a CONTROL
FILE NO.
949.028.77E
GAT!
NOV. 1990

S5, SiO, IC2, 2CI, 4CI, 7C4,
8C4, IOCI 8 FOUR 3" SPARES— 1
NEW CONDUITS SEE SHEET E-I
S2, 2C1, 4CI
/ E-2
/ GCS, N CONTINUATION
/ /
/%� /`��[ IC2, 7C4, & 3" SPARE TO MANHOLE P3
j/"vSCCIO d N TO MANHOLE T3
/1MH T2 \
'_= - � j/� \\ \<M /�
/ `\\H P// \\\Ic
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/� /
\ \\ %/ /
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—� /
EXISTING THICKENER NO. 2
/
==
8C4, CC7
EXISTING
DE WATERING
BUILDING I
T3,CC4, N
j--
SEE SHEET
FOR
NEW CCI7-SEE SHEET E-2
T2, CC7
CCIO, N
IC2, 7C4, 3" SPARE
�T2 TO EXISTING CHLORINE
f MAINTENANCE BUILDING
S2, S5, SIO & FIVE 3" SPARES
TO MANHOLE P4. SEE SHEET
E-2
IC2, 7C4, 8 3" SPARE
TO MANHOLE P3
` — CCIO & N TO
��.Li MANHOLE T3
S2, 55, SIO, 8C4, ddd...1`I
FIVE 3" SPARES, ��`
T2, 8 CC7 /�1
NEW SLUDGE HOLDING TANK NO.1
LEGEND FOR THIS PLAN:
SYMBOL DESCRIPTION
PLOT PLAN - POWER & CONTROL E-4
SHOWING REQUIRED REROUTING OR EXISTING CONDUITS DUE TO
CONSTRUCTION OF NEW SLUDGE HOLDING TANK NO.). SEE "SCHEDULE
OF EXISTING CONDUIT TO BE REROUTED", IN PAYMENT ITEMS-
0
16'
NO-
0A7!
1,E1,I510N
INIL
EXISTING UNDERGROUND
CONDUIT TO REMAIN
EXISTING UNDERGROUND
CONDUIT TO BE REMOVED
OR ABANDONED. REMOVE
CONDUCTORS
NEW UNDERGROUND
CONDUIT
uui liSENGINEERS
POWER MANHOLE P5
E-2
-5/8"x 10'-0" COPPERWELD GROUND ROD WITH
v6 BARE TO EACH RACK 8 MANHOLE RING
i UNDERGROUND PVC CONDUITS
� FOR POWER 8 CONTROL
END BELLS (TYP.)
PORCELAIN CABLE SUPPORTS ON RACK, CENTERED
24" DIA. CONC. SUMP
HOLE 36" DEEP WITH
GRATING ON TOP,
GRAVEL BOTTOM
ON EACH WALL CROSSED BY CABLES
30" MANHOLE RING
8 COVER ABOVE
COMMUNICATIONS MANHOLE T5
ITT
UNDERGROUND PVC "CC"
CONDUITS ON SIDE NEAREST
POWER MANHOLE
4
UNDERGROUND PVC "N" CONDUITS
ON SIDE FURTHEST FROM POWER
MANHOLE r'N" BY CONTRACT 14.0)
NOTES:
I. MANHOLE FOR PULLING IN PURPOSES ONLY. SPLICES
NOT PERMITTED.
2. INSTALL MANHOLE RINGS FLUSH w/FINISHED GRADE.
3. SEE SITE PLAN, SHEET E-I FOR CONDUIT QUANTITIES
8 DIRECTIONS.
PLAN OF NEW MANHOLES
6' x 6' x 6' PRECAST CONCRETE
IU
EXISTING
POWERO
MANHOLE P4
I
E-I
—USE EXISTING SPARE 3"
CONDUIT FOR NEW FEEDER
S12
USE TWO EXISTING SPARE 3" i�
CONDUITS FOR NEW FEEDER SII ! i
NO SCALE
SEE FRONT ELEVATIONS 8
-LINE DIAGRAMS ON SHEET
E- 14
DUKE
POWER
PADMOUNT
TRANF.
0—
UNDERGROUND PRIMARY
SEE NOTE ON SHEET E 2
CITY OF
NEWTON
PADMOUNT
TRANSF.
PLAN - EXISTING SWITCHBOARDS & TRANSFORMERS
CITY OF NEWTON
WASTEWATER FACILITIES
NO SCALE
CLARK CREEK PLANT EXPANSION
SITE PLAN -DETAILS
i[IF H0.
949.02 8.78F
OAT!
NOV. 1990
E-3

Di Owa CAW
cci III OW
wun KDC
adacceJ MD
N 1300
N 1200
NII00
s
N900
N800
N700
N600
E100
E200
E300
E400
E500
E600
E700
E800
E900
EI000
zz
i
/
LI
I/ /z
i/ 1
///
///
//
THESE
TOP OF CONC.RETAINING
THREE POLES ON
WALL
-2 410
3/4"
8 410 GRD,
PVC ALL
/EE
' �` '
/ //
//
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/®
y7/CENTER
/
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NEW LIME/GRIT
THE WAY
E-1 /
/
'TO
MCC13
1/ I
1
TO
t FF
•�
all!�
1
FACILITY, SEE
SHEET E-7
E-[
MCC i1
/
FF
I
MCC 13
1
1
\
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EXTEND
2 w10,
3/4" PVC
CIRCUIT
•10 GRD. /
r
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- OFF
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/
I II
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E-I
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NEW LIME SLUDGIE II
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11
11
1
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II BUILDING
!1
I
(�---�1 I
50' 0 50. 100
NO.
DATE
EiYISION
NOTE:
RELOCATE EXISTING 277 VOLT LIGHT 8 POLE
(SIMILAR TO TYPE "E" 1 PRESENTLY SUPPLIED
FROM PANEL 5A IN ADMINISTRATION BUILDING
WITH 2 WO 8 CO GRD.3/4" PVC. REROUTE
WIRING TO MAINTAIN SERVICE TO OTHER LIGHTS
ON CIRCUIT. ni
NI300
NI200
NI100
N1000
N900
N800
N700
N60O
CITY OF NEWTON CLARK CREEK PLANT EXPANSION
UUIIIISENGINEERS WASTEWATER FACILITIES SITE PLAN -LIGHTING N7E E-4
NOv 1990
FILE NO.
949.028.79F

M1 muss CAW
.,,,A BW
NADeii KDC
own JMD
N600
N500
N400
N300
N200
N100
E-4
8A3 - 2 110,
410 GRD, 3/4" PVC
r
/��
II
`L
-
NEW
SLUDGE
PUMPING
APPROX. LOCATION
I—f✓
BUILDING
- SEE SHEET
\\
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OF EXISTING PANEL
J��
/ !i
i E-13
E-4
/fir
I
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EXTEND CIRCUIT
2 +10 410 GRD,
3/4"PVC
—
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>;
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/
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J%I 11
r
/
_ — _
_ _ _ _
I I
t
EXISTING CHLORINE/MAINTENANCE
BUILDING
Z
\\\
L—
RELOCATE EXISTING
277 VOLT LIGHT
& POLE
I
I
)
—
1
(SIMILAR TO TYPE "F"1 PRESENTLY SUPPLIED
FROM PANEL 9A IN CHLORINE/MAINTENANCE
BUILDING WITH 2 010 & *10 GRD, 3/4" PVC.
REROUTEREROUTE WIRING TO MAINTAIN SERVICE TO
J
I ��I
11
L_J1
11
OTHER LIGHTS
ON CIRCUIT.
E_3IL,II
I `1
1
x
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I
L_ L
I I I1
L J 1-7
11
I,
1
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1L
IT1I
L_Ju
X
X
X--
Y—•
r x
X
A
E 100
E200
50' 0 50' 100.
NO.
E300
OAT(
UFYfION
INIT.
E600
UUIIIISENGINEERS
E700
E800
E900
N600'
N500
N400
N300
N200
N100
E 1000
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
SITE PLAN -LIGHTING
►LLl NO.
949. 028. BOF
DATE
NOV. 1990

I2P6
I3C7
MOTOR CONTROL
CENTER MCC13--\
_kFUTURE
1"+i GI3, GI3A
DOWN
-1 4Q4�~-
� i3I 12.5 13PSLAKER N-0
I / '
13PC6 �-
13LI5�
CCI6 7
�Qj 1
13C5-- I13C21
13C6 �r
I3LI7i
i3PC7�
12.5 SLAKER NO. 2
3P3
MIXER NO. 1
13PC3
MIXER NO.2
13L10-- '
4-I3C3
MI
r
P
N
401
13LI2 --�
M
r
�N
I3C4
PROVIDE WEATHERPROOF ENCLOSURE
680W
13LI3
I3LI4 • I2P2
GRIT VIBRATORS
13LI6
680W
TGI2, G12A
NO.1
Cm up]
I2P1y
NO. 2
reM
I2P4-7
I2P3
GRIT
CON
JEYORS
13C7 = I2P6 '1-FUTURE
12P5 Sl2 �/ MOTOR CONTROL
"- -12C1 CENTER MCCI2
12PC2--� —12PC1
I/ I VIBRA SENS
EL
PROVIDE FREE
STANDING STEEL
SUPPORT RACK
VIBRA-SENS
CONTROL PANEL
L._,__I
ONTROL PAN
1
10
I NO
-[] IO b•
NO.2
VIBRATION SENSORS
AERATED GRIT BLOWERS
UPPER FLOOR PLAN - POWER L=
SEE NOTE
I44W
60 W
68 W
FAN EF-I
I3PC4
13P5
13C1
SEAL
WATER
LOWER FLOOR PLAN -POWER 1=1
SEE NOTE
115 VOLTS -CIRCUIT 13L8
ON OFF SELECTOR HL6 OTOR
CYCLE
TIMER
HL I
■
HORN v
•
RESET
1
RELAY
0
HLI HIGH LEVEL INDICATOR & N.Q CONTACT IN CONTRACT 14.0.
CYCLE TIMER & SOL. VALVES IN CONTRACT 14.0.
CONTRACT 14.1 TO PROVIDE RELAY "R" IN NEMA 4 ENCLOSURE WITH
"ON -OFF" SELECTOR 8 "RESET" PUSHBUTTON FLUSH IN COVER, WITH
WEATHERPROOF HORN NIPPLED TO BOX.
LIME HOPPER HIGH LEVEL ALARM
a AIR CONTROL DIAGRAM E-I
CONNECT HIGH LEVEL
INDICATOR - SEE
DIAGRAM THIS SHEET_
CONNECT CYCLE TIMER
& 4 SOLENOID VALVES
ON TOP OF DUCT
COLLECTOR.
HIGH LEVEL ALARM
CABINET, SEE
DIAGRAM THIS
SHEET
F-13L88-� i'
4 .12, 1/2" C I i'��
I3C8
I3P7
ROOF PLAN - POWER 1=1
SEE NOTE
TRUCK
UNLOADING
CONTROL
PANEL
I3LI8, 20
I3L20
SCHEDULE OF SPECIAL OUTLETS, NOTES & CONNECTIONS: l i
OI CONNECT 115 V & CONTROL WIRES TO 1/4 HP CHEMICAL FEEDER,
2 ■I2, ■12 GND.I/2" C.
Q2 CONNECT 115 V & CONTROL WIRES TO LIME SLAKER CONTROL PANEL,
& TO VIBRATOR, 2 AT 1/4 HP, 2 ■12 & .12 GND, 1/2" C.
® CONNECT 115 V TO 1/4 HP FAN, EF-2, 2-SPEED, 3 .12 & 612 GND, I/2" C.
4O MOTOR CONTROL CONTERS MCCI2 & MCCI3 ARE TO BE NEMA 3.
ALL OTHER ENCLOSURES ON OR WITH IN LIME GRIT BUILDING ARE
TO BE NEMA 4. ALUMINUM MAY NOT BE USED FOR EXPOSED
ELECTRICAL WORK WITHIN THE BUILDING.
® CONNECT 115 V & CONTROL WIRES TO LOW LEVEL INDICATOR_
2 1112, 512 GND, 1/2" C.
® CONNECT I15V TO 1/4 HP BAG SHAKER VIA CONTROLS IN TRUCK
UNLOADING CONTROL PANEL.
IN MAIM CAW
olio= BW
mat IT IS DC
ouso JMD
0
4'
B'
N0.
DATE
IEYISION
INIT.
HUE'SENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
LIME/GRIT- POWER a CONTROL
NU NO.
949.028.81E
DATE
NOV. 1990
E-6

MOTOR CONTROL
CENTER MCC13
BOTTOM 12" ABOVE
DOOR OPENING
PANEL I3L
UPPER FLOOR PLAN -LIGHTING
SEE NOTE ® ON SHEET E-6
]-0w 4
13L7
▪ aura CAW
• BW
aura KDC
ammo JMD
LOWER FLOOR PLAN -LIGHTING 1=1
SEE NOTE <4> ON SHEET E-6
CIRCUIT NO.
13LI0
13LI5
I3L 22 , 24
13LI9,21,23
13L14,16
I3L18
WIIIISENGINEERS
LOCATION
LIME & GRIT BLDG.
NO. L TYPE
FIXTURE
CITY OF NEWTON
RECEP-
TACLES
OTHER
OUTLET
PIPE HTG,
HIGH
LEVEL
ALARM
LOW
LEVEL
INDICATOR
CHEMICAL
FEEDER
SPACE HTRS
CHEMICAL
FEEDER
UME
SLAKER
CONTROL
PANEL
LIME
SLAKER
CONTROL
PANEL
GRIT
CONVEYOR
HTRS
TRUCK
UNLOADING
CONTROL
PANEL
BAG
SHAKER
TOTAL WATTS
WASTEWATER FACILITIES
TOTAL
WATTS
14830
PANEL DETAILS ET
REMARKS
BRKR
20
PANEL I3L
120/208 V
60/3 MAIN
BREAKER
FLUSH
MTD IN
MCC 13
IN MCC13
SPARES
SPACE ONLY
. NO. WIRE
2
4
6
8
10
12
14
16
18
20
22
24
INSULATED BONDING BUSHING OF
STEEL OR MALLEABLE IRON
COPPER BOND TO
GROUND BUS
TOP OF PAD 1 1/2"
STEEL CONDUIT
PVC END BELL
PVC CONDUIT
DETAIL OF TYPICAL CONDUIT TERMINATIONS
UNDER PAD MOUNTED EQUIPMENT'
NO SCALE
CLARK CREEK PLANT EXPANSION
LIME/GRIT-LIGHTING
FILE NO.
949.028.82 F
DATE
NOV. 1990

9
72" x 20"
LOUVER,
NOTE 2
a aura CAW
oar BW
runt tr KDC
aatun JMD
4'
BACKDRAFT DAMPER, NOTE I
4-304 SS PLENUM
0
36" x 36"
LOUVER
SEE NOTE 2
UPPER FLOOR PLAN I=1
4'
REVISION
0'
BACKDRAFT DAMPER
FAN EF-2
BACKDRAFT DAMPER
I8 GAUGE SS PLENUM w/I" THICK LINER
FAN DISCONNECT SWITCH
FACTORY INSTALLED
MOTOR SIDE GUARD SS
PROPELLER FAN
FAN MOUNTING COLLAR
NO SCALE
UUiiiiSENGINEERS
LOW LIMIT T'STAT
SELECTOR SWITCH
SEE FAN CONTROL DIAGRAM
-k—BACKDRAFT
DAMPER, NOTE I
LOUVER w/BIRDSCREEN,
SEE NOTE 2
CITY OF NEWTON
WASTEWATER FACILITIES
FAN EF-I
32" x 40" LOUVER
SEE NOTE 2
BACKDRAFT DAMPER - SEE NOTE I
UH-IA
SEE NOTE 3,
(TYP. 2)
HIGH (NORMAL)
O�_
FF
FAN CONTROL DIAGRAM
TYPICAL FOR EF-I, EF-2, EF-3 8 EF-4
LIME GRIT NOTES:
I. BACKDRAFT DAMPER = RUSKIN S2SS HEAVY DUTY, 304 5S_
2. LOUVER: AIROLITE 6774, 304 SS w/SS INSECT SCREEN.
3. TOP OF UNIT = 8" BELOW STRUCTURE ABOVE.
CLARK CREEK PLANT EXPANSION
LIME/GRIT-HEAT. & VENTILATING
FOE NO.
949.028.83E
DATE
NOV. 199O

CAP
EMPTY
CONDUIT
UP TO MCCI4
DOWN
g TS
Le, 14C4
CAP
EMPTY
CONDUIT
CCI5
C16
12P5
UPPER LEVEL PLAN - POWER I=1
w auw CAW
• BW
YAK lr KDC
MGM JMD
LOWER LEVEL PLAN - POWER CI
16'
EY
T
HO.
DATE
IEVESION
UUIIIHSENGINEERS
14PCI, 14PC2, I4L4, N
MOTOR
CONTROL
CENTER MCCI4
REACTOR CLARIFIER NO.3
SAME AS NO. 4
G14,�G14.4 70W 4L ON HANDRAIL POST
FRONT 14L5 W
rPNL I4L
I4C2
c-I4P5
rFAN EF-3
I4LB
j 70W
REACTOR
SCUM PUMP
LEVEL SWITCH
CLARIFIER NO. 4
I4PC3 °f-N
14PC4 —pl 14L4
STRAP CONDUITS
TO STRUCTURE
ON HANDRAIL ■
SL
TURBINE DRIVE
CENTER DRIVE
ALARM
`-STOP & ALARM CONTACTS
PLAN AT REACTOR CLARIFIERS E-'
a ROOF OF LIME SLUDGE PUMPING STATION
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
REACTOR CLARIFIERS
TILE HO.
949.028.04F
DATE
NOV. 1990
E-9

DOWN
BOTTOM T-0"
ABOVE LANDING
C
DOWN
b-14L1
I4L5
14LI ® I4L5
UPPER LEVEL PLAN - LIGHTING
LE-11
LOWER LEVEL PLAN - LIGHTING E-1
0
44'
a
NO.
DATE
REVISION
SCHEDULE OF PANEL 14 L E-I
PANEL DETAILS n
CIRCUIT NO.
LOCATION
ND. B TYPE
FIXTURE
RECEP-
TACLES
OTHER
OUTLET
TOTAL
WATTS
REMARKS
WIRE NO. BRKR, BRKR. NO. WIRE
12 1
20
20
2 12
3
4
14L1
LIME SLUDGE PUMP
STATION
3A, IC, 3G
1400
5
1
PANEL 14L
6
7
8
I
1130
SUMP PUMP
14L3
9
120/240V
10
11
1
IC 3W
12
5
900
14L5
1
TYPE A
40/2 MAIN
BREAKER
FLUSH
MTD IN
MCC 14
SPARE
500
14L7
1000
SPARE
14 LIO, 12
SPACE ONLY
14L9,11
14L4
REACTOR CLARIFIERS
TRANS-
MITTERS
400
14L6
MCCI4
TIMER TB
100
14L8
REACTOR CLARIFIERS
PIPE HTRS
140
14L2
MCCI4
SPACE
HTRS
1000
TOTAL WATTS 6570
TIMER TB SCHEDULE I=1
CiRC.
DEENER-
GIZED
SECONDS
TIMED
OUT
FUNCTION
0 10 20 30 40 50 60
TBI
TB2
T B 3
T B 4
T B 5
T B 6
TB7
111111i
TTTTT TT
MINNIMMMIIMIIM
111.111.1
mi.
--II—
——
--
--
MOTOR CONTACT
TURBINE NO.3
TURBINE NO. 4
LIME SLUDGE PUMP NO.I
LIME SLUDGE PUMP NO.2
SCUM PUMP
SPARE
—
--
---
TIMER TB TO BE A 7 CIRCUIT 60 SECOND RESET TIMER FOR 115 VOLT
OPERATION. RESET ON DEENERGIZATION OFCLUTCH, EACH CIRCUIT WITH
THUMBSCREW "ON" 8 SCREWDRIVER "OFF" SLIDE ADJUSTMENT, EAGLE,
ATC OR EOUAL.
115 VOLT CIRCUIT I4L6
CLUTCH
II
V
TBI MOTOR
If-(7)
INIT.
IWiIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
115 VOLTS FROM CONTROL
TRANSFORMER IN STARTER
TIMER TCI
MOTOR
T84 H
H
q TCI-A
�Ip-11
TB Imo/
PROGRAM / TC1-B
SELECTOR I}
OL
J=C
ETM
M
rt TO INSTR.PANEL
1
SEAL WATER
LIME SLUDGE PUMP NO.1 E I
LIME SLUDGE PUMP NO. 2 SIMILAR USING TC2 8 TB5
NOTE:
TIMERS TCI 8 TC2 TO BE TORK, INTERMATIC OR EQUAL. EACH
PROVIDING TWO 24 HOUR PROGRAMS WITH SPOT CONTACTS,
RESERVE POWER 8 OMITTING DEVICES. BOTH PROGRAMS OF
EACH TIMER TO BE ON A COMMON MOTOR -DRIVEN SHAFT. TIMERS
TO INCLUDE PERMANENTLY ATTACHED TABS FOR 15 MINUTE
INTERVAL PROGRAMMING.
CLARK CREEK PLANT EXPANSION
CONTROL & LIGHTING
FIU NO.
949.028.65E
DATE
NOV. 1990
E-I0

DN
SACKDRAFT DAMPER
RUSKIN S2SS HEAVY
DUTY, 304 SS
INTAKE LOUVER—'-
72" x 20" LOUVER:
AI ROUTE 6774,
304SS w/SS
INSECT SCREEN
18" Q UP TO FAN EF-3
22"x 22": TRANSITION TO 18" 0
22" x 22" DOWN
UP
NOTES:
I. CURB FOR EF-3 TO BE BY GENERAL CONTRACTOR.
SEE DETAIL ON SHEET S-19, PROVIDE NAILER.
2. ALL DUCT WORK TO BE 304 STAINLESS STEEL.
UPPER FLOOR PLAN
UNIT HEATER UH-2
22" x 22" FR. ABOVE:
STOP 8'-0" AFF
LOWER FLOOR PLAN E-'
nt au= CAW
=Qua BW
WWI v KDC
camp JMD
4,
0
4,
8'
NO.
DATE
REVISION
RUT.
WIIIISENGINEERS •
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
HEATING & VENTILATING
FILE NO.
949,026.86F
DATE
NOV. 1990

SLr��-�
P © I
SL /�iSL
PIPE
1 PIPE
- 100
NO.3
1 •
2I
J'
cocoI
100
NO.2
INFLUENT PUMPS
121
j Iwl
I
100 -)--i
NO.I
LOWER LEVEL PLAN
DEMOLITION CI
LiLJLIEJ3.
1 !'J
PIPE
yIP32
JNO.3
1 lb
11 PIPE
r
PIPE I
le g
INFLUENT
IP31
,>-IP22
�-IP21
1
0
NO.2
PUMP
21
W
m
IPII i
lP12
i
7C ill
NO.I
RELOCATE
EXISTING INTERCOM
TELEPHONE
p_
I A
LOWER LEVEL PLAN
i
NEW WORK 1=1
ADDITION MOTOR CONTROL CENTER MCCI
\EXISTING
I —1I
I _J1
REMOVE EXISTING RECEPTACLE d WIRING.
BLANK -OFF OUTLET. REROUTE CIRCUIT AS
REQUIRED TO MAINTAIN SERVICE TO
REMAINING OUTLETS.
\r
UPPER LEVEL PLAN 1=3
w cruri CAW
Max= W
WM IT KDC
ow= JMD
6' 0 e' 16'
4' 0 4 B'
NO
OAT/
//VISION
SPECIAL OUTLETS, NOTES & CONNECTIONS: n
REMOVE EXISTING 6-POLE DISCONNECT SWITCHES.
EXISTING SEAL WATER SOLENOID. RECONNECT VIA
NEW CONDUIT IC3.
EXISTING STOP -LOCKOUT SWITCH. RELOCATE AS
SHOWN & RECONNECT VIA NEW CONDUIT IC3,
REMOVE EXISTING MOTOR WIRING FROM MCCI.
PROVIDE NEW 400 AMP 3-POLE DISCONNECTS, ONE
FOR EACH OF TWO WINDINGS. PROVIDE NAMEPLATES
IDENTIFYING PUMP NO. B SPEED.
E-3
NEW SECTION
EXISTING MOTOR CONTROL
CENTER MCC6
-AIDARTIAL UPPER LEVEL PLAN "--
RECYCLE PUMP STATION
UP TO MCC6
6 PC6
NEW WASTE
PUMP
SL
INIT.
LOWER LEVEL PLAN r=
RECYCLE PUMP STATION
UUIIlISENGINEERS
CONCRETE PAD
FRONT
Ilcr
.05/8" x 10' COPPERWELD GROUND ROD,
4 REQUIRED, TOP 24" BELOW GRADE
;n1
14C1
EMPTY CONDUIT 1—I
WIRE I--)
�250 MCM BARE COPPER GROUND
LOOP 24" BELOW GRADE.
1
'� I1 LOOP 250 MCM UP INTO MCC11
1 S CONNECT TO GROUND BUS.
SII
PLAN - MOTOR CONTROL CENTER
MCC I I IE-21+-EXCEPT AS NOTED
NO SCALE
ALARM
0
Ls�
CLARIFIER DRIVE
STRAP CONDUIT TO STRUCTURE
�� ON HANDRAIL
"STOP" 8 "ALARM" CONTACTS
FPVC CONDU T. ATTACH
TO WALKWAY
PLAN - SECONDARY CLARIFIER NO. 3 1=
1
IIPCI THRU IIPC6
ON HANDRAIL
TYPICAL PLAN - AERATOR PLATFORM I=
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
MISCELLANEOUS MOTORS
Di/ N0.
949.029.87F
DATE
NOV. 1990
E-I2

SCHEDULE OF PANEL 8B I^l
PANEL DETAILS I —I
DUH-3B
COORDINATE OPENING
WITH STRUCTURE
SEE SHEET S-I9. PROVIDE NAILER.
PUMPS
- EF-4
30"x 30"
DUCT FROM
GRILLE TO
FAN_ MOUNT
GRILLE FLUSH WITH
UNDERSIDE OF ROO
BACKORAFT DAMPER
RUSKIN CBS92 ( TYP. 2)
UNIT HEATER
UH-3A, TOP OF UNIT
8" BELOW STRUCTURE
40"x 32" LOUVER
AIROLITE K6774,
-. EXTRUDED ALUM.
(TYP. 2 )
HEATING 81 VENTILATION PLAN E a
EXISTING MOTOR CONTROL CENTER
MCCB (ON UPPER LEVEL)
IE-4-H' 8P14 -'
EXISTING DEWATERING BUILDING
LOWER LEVEL
DEWATERING BUILDING PLAN
I MU L CAW
DCKPLCO B W
,,,an KDC
anima AID
6' 0 6'
16'
NO.
DATE
--f
[EY1110N
INIT.
PANEL 8A
PANEL 8B
CIRCUIT NO.
LOCATION
NO.& TYPE RECEP- OTHER TOTAL
FIXTURE TACLES OUTLET WATTS
REMARKS
8BI
BB2, 3, 4
BB5 6
SLUDGE
PUMPING
BUILDING
4
720
4280
SPARE
SPACE ONLY
O� O
W do
8B1 askF'IO->aura' 8A1— Frall L_
ABOVE
PLATFORM
1111
W
881
W
8BI
LIGHTING PLAN I=
WIIIISENGINEERS
TOTAL WATTS
CITY OF NEWTON
WASTEWATER FACILITIES
5000
VARIABLE
FREQUENCY
CONTROLLERS
8PI4
CCI7
8A13C
38
8A7
WIRE NO. BRKR.
12 1
10 3
5
10 7
12 13
10 19
25
31
37
BRKR. NO. WIRE
20
301
15/3
25
3
/3
/3
/3
PANEL 8A
277/480V
30, 4W
100/3
MAIN BRKR.
NON AUTO-
MATIC
15
15/
3
SURFACE
MTD
NEMA 3R
ENCL
25.3
/3
/3
/3
2
4
6
8 12
14 12
20 10
26
32
38
WIRE NO. BRKR. BRKR NO. WIRE
12 I 20 PANEL 8B 20 2 12
3 20 20 4
5 120/240 V 6
10, 3W
5KVA MINI -UNIT SUBSTATION, 480V PRIMARY,
20/2 PRIMARY MAIN BRKR, 30/2 SECONDARY
MAIN BRKR, NEMA 3R ENCLOSURE.
TANKER FILL
PUMPS
EF-4 ON
ROOF
8ACI
`Q
8A14-
12.5
6A201
SAG, BAGA
BAI3P
8AC2
CONTROL PANEL
3A
POWER PLAN I=1
CLARK CREEK PLANT EXPANSION
MI NO.
949.028.8OF
SLUDGE PUMPING 81 DEWATERING NOV. 1990
E-I3

ONE LINE DIAGRAMS
COM-
PART
MENT
NO.
CIRCUIT
PROTECT
DEV CE
FUSE
BRKR.
LOCATED EN EQPT. PROVIDED
BY CONTRACT 14.1 EXCEPT AS
NOTED.
EXISTING MAIN
600A BUS, 480V, 30
EXTEND EXISTING
BUSWORK E-3
CON- LOCATED REMOTE. CON-
DUIT PROVIDED BY CONTR. DUIT
NO. 14.! EXCEPT AS NOTED. NO.
LOCATED REMOTE FURNISHED
& INSTALLED BY CONTRACT
14.0 3 WIRED & CONNECTED
BY CONTRACT 14.1
ONE LINE DIAGRAMS
E
Q
P
T.
COM-
PART
MENT
NO.
CIRCUIT
PROTECT
DEVICE
FUSE BRKR.
LOCATED IN EQPT. PROVIDED
BY CONTRACT 14.1 EXCEPT AS
NOTED.
DI
IETMI
6PC
SL
6PC5�J 013 ALARM
CONTACTS G AT MOTOR
---------- riA� INSTR.
PANEL (FUTURE)
OSECONDARY
I CLARIFIER
DRIVE NO. 3
6C1
"STOP" d
"ALARM"
D2
50
a
Nm
ILI 0
U• m
z�^
I— 0
(0m
X 7s
W U7
FSSG A
2 SPEED , 2 WINDING
6PC6
SL
6PC6---0
6PC6
WASTE PUMP
l- EXISTING 480V, 30 BUS
ADD 400/3
THJK4 IN
EXISTING SPACE
EXISTING 480V, 3 0 BUS
ADD 800/3
THICMA 8 IN
EXISTING SPACE
S12- -TO MCC 12
SII ► TO MCC II
C1
100
EXISTING 480V, 30 BUS
-ADD BREAKER IN
EXISTING SPACE
8P14
SLUDGE PUMPING BUILDING
m
J
w
z
a
1
3
5
20
20
20
I -POLE
1-P01 F
— I -POLE SPARE
CON- LOCATED REMOTE. CON- LOCATED REMOTE. FURNISHED
DUIT PROVIDED BY CONTRACT DUIT
8 INSTALLED BY CONTRACT
NO. 14.1 EXCEPT AS NOTED NO. 14.0 & WIRED & CONNECTED
BY CONTRACT 14.1.
BA INTERIOR
-8A3— EXTERIOR
2
4
I -POLE SPACES
277 V LIGHTING
30
8A7
PANEL 8B
13
15
8AI3 --1
-- DAI3C
2PEED�,•J oAC3P�
2-WINDING
VENT
FAN EF-4
TS O a
19
25
BAI9
3B
U
12.5
20
25
8A20
3A
40
12.5
15
14
15
8A8
8A14
8A8 -
^BACI-
r8AC2-
VARIABLE
FREQUENCY
CONTROLLER
NO. I
TANKER FILL PUMPS
-8AC2-
--BACI-
8AI4-
J
w
a
-J
0
IX
F-
0
a
u
VARIABLE
FREQUENCY
CONTROLLER
25
26
31
32
37
38
3-POLE SPACES
MAIN
100
NON -AUTOMATIC
CONTRACT 14.0 TO
EXTEND EXISTING
CONCRETE PAD
ADDITION TO MCC6
EXISTING MCC6
INDICATES SPACE
FOR FUTURE
EXTEND EXISTING
1 COMMON COPPER
GROUND fl NEUTRAL
4_7BUS
FRONT ELEVATION MCC 6
•
r- T^I T1
-i__1
1 1 1 -4_-j
I 1 1 1---_
L___I__1-_L 1J
E-I
NEW
BREAKER
IN EXISTING
SPACE
FRONT ELEV. - SWITCHBOARD SA
ET-1-- -.-T-7
E-2
NEW
BREAKER r -
IN. EXISTING --
SPACE I__IJ`—j__
FRONT ELEV. - SWITCHBOARD SB
-L!----I--1- 1
•---NEW CIRCUIT BREAKER
C-I IN Ei ISTING SPACE E_4
L_J l ___1
1
L_ 1 I--+--1
I 1 1--1 1
1 t---1 ri
1
,i-_-_L-_-_- r - -r - 1 - = _ t -
FRONT ELEVATION MCC8
wau&c+ CAW
DEW= BW
wwln KDC
cacao JMD
NO SCALE
NO.
DATE
REVISION
INIT.
WIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
ONE LINE DIAGRAMS
FII.! NO.
949.028.89F
DATE
NOV. 1990
E-I4

ONE LINE DIAGRAMS
ONE LINE DIAGRAMS
E
Q
P
T.
COM-
PART
ME NT
NO.
CIRCUIT
PROTECT
DEV CE
FUSE
BRKR.
LOCATED iN EQPT. PROVIDED
BY CONTRACT 14.1 EXCEPT AS
NOTED.
CON- LOCATED REMOTE. CON-
DUIT PROVIDED BY CONTR. DUIT
NO. 14.1 EXCEPT AS NOTED. NO.
LOCATED REMOTE FURNISHED
& INSTALLED BY CONTRACT
14.0 & WIRED & CONNECTED
BY CONTRACT 14.1.
E
Q
P
T.
COM-
PART
MENT
NO.
CIRCUIT
PROTECT
DEVICE
FUSE BRKR.
LOCATED IN EQPT. PROVIDED
BY CONTRACT 14.1 EXCEPT AS
NOTED
m
CC
w
z
z
w
U
-J
0
z
0
0
u
EC
0
0
2
0
F-
a
0
1-
XI
350
4
AS
SEE CONTROL
DIAGRAM, __
SH. E-16 -�
2 SPEED
2 WINDING.
ETM
F-S-0-A
1PIl
IC3
11312
IC2
ICI
°� SL
SEAL
WATE
INFLUENT
PUMP •
• I• INSTR. PANEL
(EXISTING)
YI
350
SAME AS
PUMP N0.1
—1P21
— IC3
—IP22
--IC2
—ICI
� SL
SEAL
WATE
INFLUENT
PUMP a2
INSTR. PANEL
1EXISTINGI
ZI
350
SAME AS
PUMP NO, I
—IP31
—IC3
---1P32
—IC2
EXTEND EXISTING BUSWORK--lCI
SL
SEAL
WATER
INFLUENT
PUMP R3
y INSTR. PANEL
•I•IAI (EXISTING)
r]
J
w 0
z z
a
a of
J D.
0 OD
1- 1-
z E
o o
(\7
w
EXISTING PUMP
U
Id
w
z
z
w
U
J
0
z
0
0
U
0
a
O
0
c0
z
U7
z
w
At
800 AMP MAIN BUS 277/480V
4I ----- -- SI -- — FROM SWBD SA
-- ---O)
A2
—E-r, -
B2
C2
CI
225
�-�E— s — SUB -MAIN
j BREAKER
r -- TO REMAIN
E
L BALANCE OF
EXISTING MCCI
TO REMAIN
E-5
EXISTING 2S2W
STARTERS FOR
EXISTING 100 HP
PUMPS TO REMAIN,
DISCONNECT POWER
& CONTROL
CONDUCTORS.
REMOVE NAMEPLATES
CONTROL CENTER MCC12
cc
0
1--
0
2
CON-
DUIT
NO.
LOCATED REMOTE.
PROVIDED BY CONTRACT
14.1 EXCEPT AS NOTED.
CON- LOCATED REMOTE. FURNISHED
DUIT L INSTALLED BY CONTRACT
NO. 14.0 d WIRED & CONNECTED
BY CONTRACT 14.1.
INSTRUMENT PANEL
(FUTURE)
CI
30 —<E --1
ETM
��------ 12C1
12PCI
12PCI
LiD
VIBRA-SENS
CONTROL PNL
AERATED GRIT
BLOWER NO.1
VIBRATION
SENSORS
30
C2
—< SAME AS AERATED
GRIT BLOWER NO. I
- -t2C1 ---------
1 I2PC2
12PC'
82
AMMETERS CALIBRATED
IN CFM FURNISHED BY
BLOWER MFR.
AERATED GRIT
BLOWER NO.2
VIBRATION
SENSORS
VIBRA-SENS
CONTROL PNL
Ir
—«-� LD
C3
C4
TOG SW
oHOI -G M
• 1211
TDR
12P1
GRIT CONVEYOR NO.I
!—sty-12P2
HOA-G
GRIT VIBRATOR NO.1
B4
-< SAME AS CONVEYOR NO.1 —I2P3
0 GRIT CONVEYOR•2
B5
'< SAME AS VIBRATOR NO.1 —12P44
GRIT VIBRATOR s2
8I
TO SPACE HEATERS IN ALL COMPARTMENTS
A6
A3
225
225
12P6
MCCI3
SEE ONE -LINE
DIAGRAM SHEET E-16
A2
225
I2P5
MCCI4
SEE ONE LINE DIAGRAM SHEET E-17
AI
1--10:141S)-(V)
S12
277/480 V
FROM SWBD SA
I15V FROM STARTER
GRIT CONVEYOR
II5V FROM STARTER
TDR-TIME DELAY RELAY
WITH N.O. CONTACT TO
CLOSE INSTANTANEOUSLY
R OPEN 3 MINUTES AFTER
DE-ENERGIZATION
TM DEVICE TO BE A
PERCENTAGE TIMER,
CRAMER, ATC OR EQUAL
3 HOUR CYCLE, PANEL
MOUNTING
GRIT VIBRATOR
CONTROL DIAGRAM E'
ADDITION TO MCCI
EXISTING MCC)
A2 1 B2 1 C2
COMMON COPPER GROUND & CONTR.I4.0 TO EXTEND
NEUTRAL BUS. EXTEND EXISTING EXISTING CONCRETE PAD
& STEP.
FRONT ELEVATION MCCI
APPROX 2" - LINEUP WITH EXISTING
NEMA I ENCLOSURE
NEMA CLASS I, TYPE B
WIRING
REAR INACCESSIBLE
CONCRETE PAD & STEP
�BY CONTRACT 14.0
FLOOR
CHANNEL SILLS EMBEDDED
1N CONCRETE PAD
END ELEVATION
ADDITION TO MCCI E 5
INDICATES SPACE
FOR FUTURE
COMMON COPPER GROUND
& NEUTRAL BUS
FRONT ELEV.
MCC 12 I=
BUILDING WALL -
APPROX.
2
APPROX. 100"
r1
CONCRETE)
PAD CHANNEL SILLS
(CONTRACT EMBEDDED IN
14.0) CONCRETE SLAB
END ELEV.
IN puma CAW
OCKNEIR BW
WM FT NOG
man JMD
NO SCALE
NO.
DATE
REVISION
IN1T.
WIilisENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
ONE LINE DIAGRAMS
J
FILE HO.
949.028.90F
DATE
NOV. 1990
E-I5

ONE LINE DIAGRAMS
ONE LINE DIAGRAMS
E
Q
P
T.
2
2
0
J
7
m
1-
D:
0
w
M
0
u
1-
F
z
0
u
-J
0
a'
f-
z
0
u
0
0
0
2
COM-
PART
MENT
NO.
AI
CIRCUIT
PROTECT
DEV CE
FUSE
BRKR
225
LOCATED IN EQPT. PROVIDED
BY CONTRACT 14.1 EXCEPT AS
NOTED.
el
NON AUTOMATIC
CON- LOCATED REMOTE CON- LOCATED REMOTE FURNISHED
DUIT PROVIDED BY CONTR. DUIT & INSTALLED BY CONTRACT
RAC & CONNECTED
NO. 14,1 EXCEPT AS NOTED. NO. BY CONTRACT
BY 14.1
12P6
277 /480 V
FROM MCC12
A
20
E
Q
P
T.
0
z
0
CO
CO
COM-
PART
MENT
NO.
A4
CIRCUIT
PROTECT
DEV CE
FUSE
BRKR.
LOCATED IN EQPT. PROVIDED
BY CONTRACT 14.1 EXCEPT AS
NOTED.
—<E-` IID
2-SPEED
2-WINDING
CON- LOCATED REMOTE
DUIT PROVIDED BY CONTRACT
NO, 14.1 EXCEPT AS NOTED
r-�1�-13PG4~
-13PC4
�1�-13PC4
12
b
TS
CON-
DUIT
NO.
LOCATED REMOTE. FURNISHED
S INSTALLED BY CONTRACT
14A d WIRED & CONNECTED
BY CONTRACT 14.1.
VENT FAN EF-I
DI
D2
30
TO 480V AREA
LIGHTING - SEE
SHEET E-4
LIME/GRIT
B5
06.
CI
15
15
I3PC2
I2CI
�H— --13C7
SAME AS LIME
SLURRY MIXER 1I
—13PC3
—13PC3
12C1
-13C7
THERMAL
PROTECTOR
LIME SLURRY MIXER •l
`�; INSTR. PANEL (FUTURE)
LIME SLURRY MIXER 02
G
R. INSTR. PANEL (FUTURE)
-< -* c3—I13PI - 3
SEAL LIME SLURRY
I3CI 1 WATER PUMP •I
ETM l3C1 G
-��- - -12C1 - INSTR. PANEL (FUTURE
13C7
C2
DI
25
SAME AS LIME
SURRY PUMP 11
—13P2
—13CI
— I3CI
12C1
--13C7
I3P3
SEAL
WATER
O
12.5
LIME SLURRY
PUMP • 2
G
t•: INSTR. PANEL (FUTURE)
M
0
0
MOTOR CONTROL CENTE
1
TS
13LII
15 KVA, 30. DRY -TYPE
TRANSFORMER,
480-120/208V, 4W
TO SPACE HEATERS IN
EACH COMPARTMENT
C3
� 13PC6 I3C5
C4
—< SAME AS LIME
SLAKER rl
-I3PC7
--13C6
LIME SLAKER •1
CONTROL PNL.
LIME
SLAKER •1
THERMAL
PROTECTOR
LIME
SLAKER •2
•+-- LIME SLAKER +2
CONTROL PNL.
A3
7
13C8
OFAN ON
LIME•
HOPPER
TRUCK UNLOADING
CONTROL PANEL
82
25
- �-- I3P4
12.5
B3
25
I3P5
12.5
B4
25
I3P6
12.5
FUTURE
a OW= CAW
6w
M4Cn KDC
cacao JMD
13C2 -a—a& LOW BULK LIME
I 1261 LEVft INDICATOR
I3C7
12C1 G
-13C7 • A
I2CI
r13C7_iriAl
Lf 13C47—(]
- 13C3 EP
LIQUID CHEMICAL
LIME FEEDERS
WIIHISENGINEERS
115 VOLTS FROM CONTROL TRANSFORMER
2F 2S
SL t1 11
Q--' 3F 3S
Ai Si
rl
IS
rl
IN STARTER
FAST
0
SLOW
- OFF
AUTO
IS
RIS
1
ETM
OL OL
PUMP
CONTROL
CABINET
(EXISTING)
El SEAL WATER
FAST
SLOW
PUMP CONTROL
CABINET (EXISTING)
TO STATUS LIGHTS IN MAIN
INSTRUMENT PANEL (EXISTING)
INFLUENT PUMP NO. I - PUMPS 2 3 SIMILAR
CONTROL DIAGRAM
CITY OF NEWTON
WASTEWATER FACILITIES
r
L
BI
CI
82
AI
83
DI
B4
w
C2
A2
cc
85
A3
I=-
u_
C3
D2
A4
86>O?<>[
C4
0
INDICATES SPACE
FOR FUTURE
COMMON COPPER GROUND &
NEUTRAL BUS
CONCRETE
PAD
(CONTR.I4.0
FRONT ELEVATION MCC 13 I=
BUILDING WALL
APPROX.
WEATHERPROOF
NEMA 3
ENCLOSURE
a
a.
n.
a
NEMA CLASS I,
TYPE "B" WIRING
CONCRETE PAD
(CONTRACT 14.0)
22"
CHANNEL SILLS
EMBEDDED
CONCRETE SLAB
END ELEVATION MCC 13
CLARK CREEK PLANT EXPANSION
ONE LINE DIAGRAMS
Mt NO.
949.028.91F
DATE
NOV. 1990
E-16

ONE LINE DIAGRAMS
E
Q
P
T.
COM-
PART
MENT
NO.
CIRCUIT
PROTECT
DEVICE
FUSE
BRKR.
ONE LINE DIAGRAMS
LOCATED REMOTE FURNISHED
LOCATED IN EQPT. PROVIDED CON- LOCATED REMOTE CON- & INSTALLED BY CONTRACT
BY CONTRACT 14.1 EXCEPT AS DUIT PROVIDED BY CONTR. DUIT (4.0 E. WIRED & CONNECTED
NOTED. NO. 14.1 EXCEPT AS NOTED. NO. BY CONTRACT 14.1.
AERATION BASINS
a
CONTROL CENTER MCC
0
O
0
2
IA
800
V
,.ANON -AUTO
-SI l
277/480V
FROM SWBD S8
28
200
-..--800 AMP MAIN BUS
IIPcr
11
O --KTM1 SL AERATOR s 1
BASIN s3
FAST -STOP- l 00o IIPCIE
SLOW
�i)I�tir-fIPCI r� g
2-SPEED I - - - -!ICI------'----i INSTR. PANEL
2-WINDING (1- -11 CI -r--- --i. (FUTURE)
3B
200
SAME AS
AERATOR
NO.1
BASIN NO. 3
I1PC2
SL
—11PC2
—IIPC2-
--- [ICI
--IICI
AERATOR • 2
BASIN *3
D.4 INSTR. PANEL
G (FUTURE)
48
58
6B
200
200
200
SAME AS
AERATOR —11PC3 - ♦7
NO. 1
BASIN NO. 3 —11PC3-
-11CI -
--11G1
--IIPC4
SL
•
AERATOR • 3
BASIN •3
G
;i INSTR. PANEL
G (FUTURE)
SAME AS SL
AERATOR —11PC4
NO. I
BASIN NO. 3 —11PC4-
--IICI
-IICI
SAME AS
AERATOR
NO.1
BASIN NO. 3
---.1IPCS1
SL
-- 11PC5, ci
—1IPC5
AERATOR • I
BASIN •4
G
i INSTR. PANEL
^"G (FUTURE)
G
- -IICI - �__ .=J. INSTR. PANEL
--- "G (FUTURE)
AERATOR • 2
BASIN ■4
78
150
2A
3A
—IIPC6,
771.
SAME AS SL
AERATOR —IIPC6 E
NO.
BASIN NO. 3 —IIPCEr
---IICI
--IICI
TS
AERATOR • 3
BASIN ■4
G
INSTR. PANEL
G (FUTURE)
TO SPACE HEATERS IN EACH SECTION
Q
P
T.
20
TO 480 VOLT SITE LIGHTING
SLUDGE PUMPING STATION
w
2
MOTOR CONTROL CENTER MCCIR
COM-
PART.
MENT
NO.
AI
CIRCUIT
PROTECT
DEVICE
FUSE
BRKR.
225
LOCATED IN EQPT. PROVIDED CON- LOCATED REMOTE. CON -LOCATED REMOTE. FURNISHEC
& INSTALLED BY CONTRACT
BY CONTRACT 14.1 EXCEPT AS DUIT PROVIDED BY CONTRACT DUIT 140d WIRED &CONNECTED
NOTED NO. 14.1 EXCEPT AS NOTED N0. BY CONTRACT 14.1.
I•1
NON -AUTOMATIC
I2P5
277/480V
FROM MCCI2
6I
B2
40
14PC�tL to
G SL TURBINE DRIVE
ETM 14PCI aO REACTOR
_14CI CLARIFIER
TO TIMER B —�� J IIC 1 INSTR. PANELIFUTUREI----"'�
ETM © bdl•l
14PC
RAKE DRIVE
4PC l'❑----131 ALARM
14C1 r�•AI INSTR. PANEL
IIC( `�J (FUTURE)
"STOP" & "ALARM'
SL CONTACTS
83
84
40
SAME AS TURBINE
DRIVE NO.1
SAME AS RAKE
DRIVE NO.1
SL TURBINE DRIVE
--I4PC3 fl° REACTOR
G CLARIFIER NO. 4
14C1 ] /
IICI INSTR. PANEL(FUTURE)
—+!4PC4
"STOP" & "ALARM" RAKE DRIVE
SL CONTACTS
—14PC4 I]
—KC! —
IICI
-E ALARM
—�.LAJ INSTR. PANEL
(FUTURE)
C2
30
PROGRAM SELECTOR
14PI--©
LIME SLUDGE PUMP NO.1
I4C3 TO TIMERS TB & TCI ��SEAL WATER
��--_--14CI _-----------4•; INSTR. PANEL
IICI (FUTURE)
C4
30
TO TIMER TB
I4P2
I4C2
0 SCUM PUMP
0 LEVEL SWITCH
I4C3 EN SEAL WATER
C3
30
PROGRAM SELECTOR
--arc--`
IETM
HOA-G
o•
--1F—
14P3��
LIME SLUDGE PUMP NO. 2
I4C3 ccqq SEAL WATER
14CI TO TIMERS 7B & TC2I pG•i INSTR. PANEL
(FUTURE)
IICI
D3
20
D4
7.5 KVA, 10 DRY
TYPE TRANSFORMER
480-120/240V, 3W TS
L1'S-A.
PANEL
I4L
TO SPACE HEATERS
IN EACH COMPARTMENT,
CIRCUIT 14L2
A3
25
I4L6
14P4
12.5
CI
TCI 1
L TC2
TB
TIMERS (SEE SH. E-10)
A2
- <rc '--1—
2-SPEED
2-WINDING
-1 1—.f--14P5-0
I4C4
E o
- VENT FAN EF-3
INDICATES SPACE
FOR FUTURE
1
IA
2A
3A
28
3B
48
5B
6B
7B
COMMON COPPER GROUND
& NEUTRAL BUS
CONCRETE PAD ( CONTRACT 14.0 )
FRONT ELEVATION -MCC I I E-2
WEATHERPROOF NEMA
3 ENCLOSURE
FRONT
CHANNEL SILLS
EMBEDDED IN
CONCRETE SLAB
NEMA CLASS I, TYPE
"B" WIRING
CONCRETE PAD
(CONTRACT 14.0)
END ELEVATION
MCC II & MCCI4
INDICATES
SPACE FOR
FUTURE
CONCRETE PAD
(CONTR. 14.01
t �
COMMON COPPER GROUND
& NEUTRAL BUS.
CI
BI
AI
C2
B2
A2
A3
D3
C3
B3
D4
C4
B4
FRONT ELEVATION - MCCI4
E-I
;11.' aw.0 CAW
0121w4m B W
kuaa IT K DC
a•uo JMD
NO SCALE
NO.
DATE
EVASION
INIT.
WIIIISENGINEERS
CITY OF NEWTON
WASTEWATER FACILITIES
CLARK CREEK PLANT EXPANSION
ONE LINE DIAGRAMS
FILE N0.
949.02B.92F
DATE
NOV. 1990
E-17