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Whitefish WWTP Improvements - Addendum #5 Page 1
ADDENDUM NO. 5
Project: City of Whitefish Wastewater Treatment Plant Improvements Project - 2019 Owner: City of Whitefish 418 E. 2nd Street,
Whitefish, MT 59937-0158 Engineer: Anderson-Montgomery Consulting Engineers 1064 N. Warren Helena, MT 59601 Date of Addendum: November 14, 2019 Bid Opening Date: November 19, 2109 at 2:00 p.m. (per Addendum #3) The following corrections, clarifications, and/or alterations to the drawings and specifications for the project are as such a part and parcel of said plans and specifications as if included therein.
TECHNICAL SPECIFICATIONS: Modification to Language in Specification (stricken language removed, bold underline language inserted):
1. Division 0, Section 00 85 00 – Federal Davis-Bacon Wage Decision Updates: Wage Decision MT20190070 (10/18/19) Heavy
2. Division 8, Section 08 33 36 – Overhead Coiling Doors
Several of the overhead door manufacturers noted that door 301b in the Grit Building Wash room, furnished explosion-proof with a NEMA 7 motor and operator cannot be a direct drive unit and thus, cannot meet the suggested 24" per second opening speed or 12" per second closing speed outlined in 2.02.A.6 of the specification. This section shall be augmented as follows:
2.02 ADVANCED PERFORMANCE ROLLING SERVICE DOORS A.6. Motor:
e. For explosion-proof installations (Door 301b), direct drive is not required. Opening and closing speed shall be per manufacturer’s standard, recommended 6" to 9" per second.
3. Division 26, Section 26 36 23.01 – Automatic Transfer Switch
2.09 OPTIONAL ACCESSORIES
C. Communications Interface to be Ethernet TCP/IP. D. Remote Annunciator and Controller:
1. Monitoring Functions a. Display shall be a touchscreen color display capable of monitoring up to 8
Whitefish WWTP Improvements - Addendum #5 Page 2
transfer switches on one screen. b. General screen shall include a mimic bus display for each transfer switch
with indication of source availability, based on controller pickup and dropout settings, and switch position.
c. Each mimic bus display shall be marked with the designation of thetransfer switch monitored.
d. Display shall include indication of switch in test mode, manual retransferstatus, and go to emergency status.
e. Shall include the ability to view source data and event logs for eachtransfer switch
4. Division 31, Section 31 66 00 – Special Foundations:
3.04 QUALITY CONTROL
D. A test program to determine specification and design compliance shall be determined by the RI designer of record and the Owner’s Engineer. This test program shall be implemented in accordance with the approved design submittal and shall include; grout/concrete sampling & testing, and at a minimum of five two consecutive passing Compression Load Tests. The load tests shall be conducted consistent with applicable ASTM Standards and shall be conducted to a minimum of 125% of the design RI capacity.
5. Division 32, Section 32 05 16 – Aggregates for Exterior Improvements
2.01 AGGREGATE MATERIALSE. Coarse Aggregate (Pipe Bedding and Type A5): All gravel material for pipe
encasement shall be Select Type 1 Bedding in accordance with Montana Department of Transportation referenced specifications, Section 816, Class 3 with the Number 200 sieve requirement modified to be 3 – 15 percent passing. City of Whitefish Engineering Standards Standard Drawing SD-19D, Note 17:
6. Division 40, Section 40 61 93 – Process Control System Input/Output:3.04 EQUIPMENT/PANEL DESCRIPTIONS
Whitefish WWTP Improvements - Addendum #5 Page 3
A. A brief description of the work is included below: 21. WAS/WLC ACTUATED VALVES: The AAS PLC in the Main Control
Building will control each of the (3) 16-inch actuated valves for wastingsludge (one per basin) and (3) 16-inch WLC actuated valves for deliveringwater to the WLC basin (one per basin). There are also (2) 16-inchactuated valves for directing WAS to SBB 1 or SBB 2 (one per SBB).AAS to provide these valves and actuators. Provide wiring between the AASPLC and valve actuators (open command, open status, and closed status) foreach valve.
PROJECT DRAWINGS: 1. Sheets: C-4; C-10; C-17; C-21
Rerouted natural gas and high-voltage electric will be installed immediately adjacent tothe existing bicycle/pedestrian path located to the northwest of the project site. Inorder to allow the gas/power reroute, the proposed retaining wall will be movedsoutheast to allow for a 11'-4" wide utility corridor between the edge of trail and theface of the proposed retaining wall. All sheets affected by the new wall location areattached.
2. Sheet S2-7Callouts corrected on detail 1 and detail 2. See SKS-9 attached.
3. Sheet S2-12Corrected labels and added callouts on detail 3 and detail 5 to clarify reinforcement.See SKS-10 and SKS-11 attached.
4. Sheet S2-13Added reinforcement and callouts to detail 3 to clarify connection of upper grit chamberwalls to SBR and grit building walls. See SKS-12 attached.
5. Sheet S3-6Added (1) rigid inclusion at grid ‘H’ cross with grid ‘4’. See SKS-13 attached.
6. Sheet S3-7Added callouts and dimensions to corner reinforcement. See SKS-14 attached.
7. Sheet S3-12Modified callout on detail 2 to clarify corner reinforcement. See SKS-15 attached.
8. Sheet S3-13Modified callouts on detail 1 and detail 2 to clarify corner reinforcement. See SKS-16and SKS-17 attached.
9. Sheet S3-18Callouts added to detail 2 and detail 3 to define size and spacing of reinforcement. SeeSKS-18 and SKS-19 attached.
10. Sheet S4-6
Whitefish WWTP Improvements - Addendum #5 Page 4
Added callout to clarify that portion of precast wall along grid ‘7’ is to act as a spandrel beam. See SKS-20 attached.
11. Sheet S5-2Removed hidden lines (thickened slab) and section views at sumps. Added callouts toclarify reinforcement around sumps. See attached.
12. Sheet S5-5Removed thickened slab at sump. See SKS-22 attached.
13. Sheet S5-6Removed thickened slab section at sumps. See SKS-23 and SKS-24 attached.
14. Sheet S5-7This sheet has been removed entirely as the details it contained are no longer needed.
GENERAL INFORMATION, CLARIFICATIONS and BIDDER QUESTIONS: • Specification Sections and Pre-approved substitutes thus far:
- 08 11 00: Steel Craft Door Products;- 08 33 36: Overhead Coiling Doors
Cornell-Cookson Wayne-Dalton Overhead Door
- 08 45 00: Duo-Gard Industries- 26 51 19 – Interior Lighting:
A1 & A2: Lumax – CNLED Series; Lithonia – CLX Series B1 & B2: LSI Industries – SDL4 Series; Phillips Day Brite - FluxStream LED
Series; Lithonia – BLWP Series C1 & C2: Industrial Rig Lights Corp – IR4 Series; Rig-A-Light – XML LED
Series; HazLoc – Steward Series EW1: Mule Lighting – MERU Series; Lightalarms – Severe Series; Lithonia –
EXTL Series EX: Mule Lighting – WLMX Series; Lightalarms – XVE Series; Lithonia – LV
Series- 26 56 19 – Exterior Lighting
D1: Eaton/Fail-Safe – FHL Series EW2: Mule Lighting – MERU Series; Lightalarms – Camray LED Series;
Barron – SLW Series F1: LSI Industries – XWM Series; HE Williams – VWP Series & Viento Series;
Vivid LED’s Industry – SP Series- 31 66 00:
Condon-Johnson & Associates Hayward-Baker Malcolm Drilling Geopier First Mark
- 32 32 16: Recon Wall Systems- 40 05 60 – Slide and Weir Gates:
Whitefish WWTP Improvements - Addendum #5 Page 5
WACO Products Waterman Valve
- 40 05 71.33 - Telescoping Valves: WACO Products Waterman Valve
- 40 27 20 – Process Valves: 2.04 – Plug Valves: ValMatic 2.06 – Duckbill Check Valves: Proco 2.07 – Butterfly Valves, Liquid Service: ValMatic 2.08 – Butterfly Valves, LPA Service: Keystone GR Series
- 41 65 13: Ingersoll-Rand Air Compressors, Dryer, Filters- 43 42 23: Charlatte Reservoirs- 46 66 56: Trojan SignaUV
• Executive Order 13706 regarding paid sick leave does not apply to this project.
• Detail 1 – Sheet E10-1: the roof penetration boot cap depicted in this detail can be foundat https://www.pipebootexpress.com/3267-Multi-Port-Square-Base-Flashing.html.AlumiFlash #22025 Standard Base with C-212 Black Cap.
• Landscaping Questions and Answers:- What size are the trees? Trees shall be 7' to 8' tall;- What size are the bushes? Bushes shall be 1' to 1½' tall;- Spacing for hedge bushes above retaining wall? Bushes shall be on 16" centers;- Boulder size? Boulders shall be 3½' minimum dimension;- Is landscape edging needed around the building perimeter where sodded? Install 2'
wide border of landscape rock and edging at all structures not adjacent to asphalt or concrete surfaces – as per Spec 32 90 00 Section 3.05.B;
- Is there a detail for backflow preventers for the 1" and 2" NPW irrigation stub-outscalled out on Sheet C-21? Backflow preventers are not required on the NPW irrigation stub-outs – there are two RPZ’s between the irrigation stubs and the City’s potable water service and one RPZ between the irrigation stubs and the internal building potable supply piping.
ATTACHMENTS: • Federal Davis-Bacon Wage Decision MT20190070 (10/18/19) – Heavy• New Power and Gas Routing Plan – For information purposes: reroute not part of this contract• Civil Sheets: C-4; C-10; C-17; C-21 Revised• Structural Sheet S5-2 Revised (proprietary)• Structural Revision Sheets SK-9 thru SK24
Please Remember To Note Receipt Of This Addendum On The Bid Form. Failure To Do So Will Result In Disqualification.
Issued By: ANDERSON-MONTGOMERY, 1064 N. WARREN, HELENA, MT 59601, Paul Montgomery, P.E., Project Manager
__________________________ Office: (406)-449-3303, Fax (406)-449-3304 [email protected]
Whitefish WWTP Improvements - Addendum #5 Page 6
END OF ADDENDUM NO. 5
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City ofWhitefish,Montana
WhitefishWWTP
ImprovementsProject
Final
Draft
A.Eckhart, P.E.
1:2
Final
S.Anderson, P.E.
P.Montgomery, P.E.
S.Anderson, P.E.
8-9-19 SA
1064 N. WarrenHelena, Mt 59601
Engineer
Owner
Sheet
Sheet Title
DateRevision By
Approved By
Designed By
Checked By
Drawn By
Plot Scale
Revision
Project Title
CONFIDENTIALSUBJECT TO NON
DISCLOSUREAGREEMENT
Draft 9-5-19 SA9-27-19 SA
B.Koenig, P.E.Checked By
G.LesofskiDrawn By
A.Wargo, P.E.Drawn By
New Power and Gas Routing
SCALE
15 6030 0 30
Feet
----
New Powerand GasRouting
N
NEW GAS
NEW GAS
N
E
W
3
0
3
5
N
E
W
3030
ABANDON GAS
ABANDON GAS
NEW LOW
PRESSURE GAS
NEW PRIMARY POWER
IN 4" BURIED CONDUIT
NEW PRIMARY FEED
FROM EXISTING
TRANSFORMER
ABANDON OH POWER
ABANDON OH POWER
ABANDON OH POWER &
REMOVE EXISTING POLE
NEW PRIMARY POWER
IN 4" BURIED CONDUIT
NEW GAS 3' OFFSET FROM WALKING PATH
NEW POWER 6' OFFSET FROM WALKING PATH
NEW SECONDARY IN THREE
4" BURIED CONDUITS TO
NEW SWITCH GEAR
NEW LOW
PRESSURE GAS
NEW GAS
NEW TRANSFORMER
& VAULT
NEW POWER
POLE WITH GUY
ANCHOR
NEW PRIMARY POWER
IN 4" BURIED CONDUIT
City ofWhitefish,Montana
WhitefishWWTP
ImprovementsProject
1064 N. WarrenHelena, Mt 59601
Engineer
Owner
Sheet Title
Project Title
CONFIDENTIALSUBJECT TO NON
DISCLOSUREAGREEMENT
Final
A.Eckhart, P.E.
1:2
Addendum #5
S.Anderson, P.E.
P.Montgomery, P.E.
S.Anderson, P.E.
Sheet
DateRevision By
Approved By
Designed By
Checked By
Drawn By
Plot Scale
Revision
9-27-19 SA
B.Koenig, P.E.Checked By
G.LesofskiDrawn By
A.Wargo, P.E.Drawn By
Add #2 10-29-19 SAAdd #3 10-16-19 SAAdd #4 10-29-19 SAAdd #5 11-07-19 SA
C-4
PlantGradingPlan
PLANT GRADING PLAN
City ofWhitefish,Montana
WhitefishWWTP
ImprovementsProject
1064 N. WarrenHelena, Mt 59601
Engineer
Owner
Sheet Title
Project Title
CONFIDENTIALSUBJECT TO NON
DISCLOSUREAGREEMENT
Final
A.Eckhart, P.E.
1:2
Addendum #5
S.Anderson, P.E.
P.Montgomery, P.E.
S.Anderson, P.E.
Sheet
DateRevision By
Approved By
Designed By
Checked By
Drawn By
Plot Scale
Revision
9-27-19 SA
B.Koenig, P.E.Checked By
G.LesofskiDrawn By
A.Wargo, P.E.Drawn By
Add #2 10-29-19 SAAdd #3 10-16-19 SAAdd #4 10-29-19 SAAdd #5 11-07-19 SA
C-10
TrailRetainingWall Plan
and Profile
TRAIL RETAINING WALL PLAN AND PROFILE
City ofWhitefish,Montana
WhitefishWWTP
ImprovementsProject
1064 N. WarrenHelena, Mt 59601
Engineer
Owner
Sheet Title
Project Title
CONFIDENTIALSUBJECT TO NON
DISCLOSUREAGREEMENT
Final
A.Eckhart, P.E.
1:2
Addendum #5
S.Anderson, P.E.
P.Montgomery, P.E.
S.Anderson, P.E.
Sheet
DateRevision By
Approved By
Designed By
Checked By
Drawn By
Plot Scale
Revision
9-27-19 SA
B.Koenig, P.E.Checked By
G.LesofskiDrawn By
A.Wargo, P.E.Drawn By
Add #2 10-29-19 SAAdd #3 10-16-19 SAAdd #4 10-29-19 SAAdd #5 11-07-19 SA
C-17
FencingPlan
FENCING PLAN
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
DE
SIG
NE
D B
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DR
AW
N B
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CH
EC
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D B
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SKS
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SK
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TIT
LE
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OR
IGIN
AL
SH
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T/D
ET
AIL
No.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
R
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Pe
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11/12/19
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SKS-9
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TR
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MT
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1-2/S2-7
C
WHERE CONC. WALL ALONG GRID '2' DOES NOT
PROVIDE BEARING FOR SUSPENDED CONC. SLAB,
PROVIDE DRILLED AND EPOXIED #5@8"o.c. W/ MIN.
6" EMBEDMENT INTO CONC. WALL (REF. 5/S2-12)
3' - 6"
(3
NO
TOP
5
F
2C
IP W
ALL
0'
- 1
0"
WF
3.0
WF3.0
8' - 0 3/16"
15/16"
EL = 3040.77
T.O.F.
TYP. WALL REINF (REF. 5/S2-13):
VERT. REINF:
#5@12"o.c. E.F.
W/ #5@6"o.c. DWLS
HORIZ. REINF:
#5@8" o.c. E.F.
W/ MATCHING DWLS
FOOTI
FOOTI
SEE S2
6-IN. "
INSULA5
SCALE: 3/8" = 1'-0"
1INFLUENT SPLITTER BOX AND GRIT
CHAMBER FOUNDATION PLAN
SCALE: 3/8" = 1'-0"
2INFLUENT SPLITTER BOX AND GRIT
CHAMBER ROOF PLAN
#4@4" o.c.
#4@6" o.c. VERT REINF
#4@6"o.c.
#4@6"o.c.
BLOCKOUT FOR EMBEDMENT
OF SLIDE GATE, SIZE PER
MANUF. RECOMMENDATIONS#4@6"o.c.
#4 @4"o.c.
#4@6"o.c.
TY
P.
0",
#4@6"o.c.#4@6"o.c.
#4@6"o.c.
#4@6"o.c.
#4@6"o.c.
AA
CC
BB
SLIDE GATE, CTRD. IN BLOCKOUT (S.M.D.)
SLIDE GATE
BEYOND (S.M.D.)
20.0°
6"
1' - 3
"
6"
EL = 3049.24
EL = 3052.74
GRIT CHAMBER,
SEE 3/S2-13
8"
EL= VARIES
T.O. SLAB
3/16" SS RAISED
PATTERN FLOOR PLATE
½"x2" RECESS
SLAB CONTROL JOINT
(REF. 2/S2-7 FOR LOC.)
WALL OPENING
BEYOND
#4@6"o.c. DWL,
TERMINATE IN
STD 90° HOOK
TYP.
L sb
CLSM
CLSM
SUSPENDED CONC.
SLAB PER 2/S2-7
NOTES:
1. REFERENCE PLAN NOTES ON S2-7 FOR CLSM (FLOWABLE FILL) MAXIMUM LIFT
HEIGHT AND HARDENING TIME REQUIRED BEFORE PLACING SUBSEQUENT LIFTS.
2' - 0"
OF GRIT CHAMBER
5'-0" TO CENTER 9' - 6 1/2" 1' - 10 1/2" 5' - 8"
#5@8"o.c. E.F.
HORIZ. REINF.
(3) ADD'L #5@8"o.c.
E.F. HORIZ. REINF.,
EXTEND 2'-0"
BEYOND INLET
CHANNEL OPENING
5
5
3
MIN
.
1½
" C
LR
,
Lsb
0", TYP.
#4@6"o.c.
#4@6"o.c., TYP.
#4@6"o.c.
SECTION A-A
¾"x1" HYDROPHILIC
WATERSTOP , TYP.
10" 10" 2' - 0" 6" 1' - 0"
1'
- 4
" INFLUENT SPLITTER BOX,
SEE 5/S2-13
#4@6"o.c. DWL, DRILL AND EPOXY INTO
CONC. WALL ALONG GRID '3', MIN. 6"
EMBEDMENT, LAP WITH #4@6"o.c.
5
3
#4@6"o.c. HORIZ. REINF.
#4@6"o.c. VERT. REINF.
SECTION C-C
#4@6"o.c. VERT REINF.,
HOOK INTO CHANNEL SLAB
W/ STD 90° HOOK, TYP.
INFLUENT SPLITTER BOX,
SEE 5/S2-13
EXTEND VERT. REINF. 6"
INTO SUSPENDED SLAB
10" 3' - 4" 1' - 0"
1' - 6" ø
(4) #4@4"o.c. HORIZ. REINF., DRILL
AND EPOXY INTO CONC. WALL ALONG
GRID '3', MIN. 6" EMBEDMENT
(3) #4@4"o.c. HORIZ. REINF., DRILL
AND EPOXY INTO CONC. WALL ALONG
GRID '3', MIN. 6" EMBEDMENT 1' - 8 1/8"
2'
- 4
9/1
6"
¾" CHAMFER SUSPENDED CONC. SLAB PER 2/S2-7
(REINF. NOT SHOWN)
5
5
3
SECTION B-B
EXTEND VERT. REINF. 6"
INTO SUSPENDED SLAB
INFLUENT SPLITTER BOX,
SEE 5/2-13
10" 10" 2' - 0" 6" 1' - 0"
EL = 3052.74
#4@6"o.c. VERT REINF.,
HOOK INTO CHANNEL SLAB
W/ STD 90° HOOK, TYP.
SLIDE GATE, CTRD. IN
BLOCKOUT (S.M.D.)
3/16" SS RAISED
PATTERN FLOOR PLATE
½"x2" RECESS
EXTEND INFLUENT SPLITTER
BOX VERT. REINF. 6" INTO
INLET CHANNEL BTM SLAB
CONTINUE INFLUENT
SPLITTER BOX HORIZ. REINF.
THROUGH INLET CHANNEL
BTM SLAB
MIN.
3"
#4@6"o.c.
HORIZ. REINF.
#4@6"o.c. HORIZ. REINF.,
DRILL AND EPOXY INTO
CONC. WALL ALONG GRID
'3', MIN. 6" EMBEDMENT
¾"x1" HYDROPHILIC
WATERSTOP, TYP.
#4@6"o.c. HORIZ. REINF.
¾" CHAMFER
SUSPENDED CONC. SLAP
PER 2/S2-7 (REINF. NOT
SHOWN)
5
5
3
5 1
/2
"
SLIDE GATE, CTRD IN
BLOCKOUT, TYP.
BLOCKOUT FOR EMBEDMENT OF
SLIDE GATE, SIZE PER MANUF.
RECOMMENDATIONS, TYP.
3/16" SS RAISED-PATTERN
FLOOR PLATE, TYP.
6" 4' - 6" 8"
10
"1
0"
2'
- 0
"6
"1
' -
0"
NOTES:
1. REINF. SHOWN IS VERT. & HORIZ. REINF. IN THE INLET
CHANNEL & INFLUENT SPLITTER BOX WALLS.
2. SEE 3/S2-12 FOR BALANCE OF REINF. IN INLET CHANNEL.
3. SEE 5/S2-13 FOR BALANCE OF REINF. IN INFLUENT
SPLITTER BOX.
0'
- 8
"
2' - 3 1/2"
TYP.
1 3/4"
1'
- 1
1/4
"
TYP. FLOOR PLATE
DIMENSIONS
½"x2" RECESS IN SUSPENDED
CONC. SLAB, TYP. ON (3) SIDES
OF EA. FLOOR PLATE
¾"x1" HYDROPHILIC
WATERSTOP, CTR. IN
INFLUENT SPLITTER BOX
WALL, TYP.
INLET CHANNEL
INFLUENT
SPLITTER BOX
VERT. AND HORIZ. REINF. OF
INFLUENT SPLITTER BOX WALLS
TO CONTINUE INTO INLET
CHANNEL WALLS
SCALE: 1/2" = 1'-0"
3INLET CHANNEL SECTIONS
SCALE: 1/2" = 1'-0"
4INLET CHANNEL DETAIL PLAN VIEW
RPA
Copyright 2019Robert Peccia& Associates
14510.001
$DATE$
$D
ATE$
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SH
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OR
IGIN
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ET
/DE
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IL
No
.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
Wh
ite
fish
WW
TP
Imp
rove
me
nts
Pro
ject
Re
vis
ion
s t
o D
eta
il 5
EC
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11-1
2-1
9
SKS-11
5/S2-12
AA
INFLUENT SPLITTER BOX,
SEE 5/S2-13
GRIT CHAMBER,
SEE 3/S2-13
#4@6"o.c.
#5@12"o.c. E.F.
#5@8"o.c. E.F.RIZ. REINF.
¾"x1" HYDROPHILIC
WATERSTOP, TYP.CLSM
#4@6"o.c., TERMINATE IN
180° STD HOOK EA. END
SLIDE GATE, CTRD. IN
BLOCKOUT (S.M.D.)
3'
- 7
1/8
"8
"
BLOCKOUT FOR
EMBEDMENT OF SLIDE
GATE, SIZE PER MANUF.
RECOMMENDATIONS, TYP.
2" C
LR
EL= VARIES
T.O. SLAB
3/16" SS RAISED-
PATTERN FLOOR PLATE
½"x2" RECESS
ADD'L #5@8"o.c. E.F. HORIZ. REINF., EXTEND 2'-0"
BEYOND DISCHARGE CHANNEL OPENING
5
5
GRIT RF
3057.10
2
GRIT BUILDING
CIP WALL
CLSM
#4@6"o.c.
#4@6"o.c., TYP.
SECTION A-A
8" 2' - 0" 10"
EL = 3052.74
T.O. SLAB
4S10-4
#4@8"o.c. DWL, DRILL AND
EPOXY INTO GRIT BLDG. WALL
W/ 6" MIN. EMBEDMENT, LAP
W/ TYP. SLAB REINF.
SUSPENDED CONC.
SLAB, REINF. PER 2/S2-7
2" C
LR
NOTES:
1. REFERENCE PLAN NOTES ON S2-7 FOR
CLSM (FLOWABLE FILL) MAXIMUM LIFT
HEIGHT AND HARDENING TIME REQUIRED
BEFORE PLACING SUBSEQUENT LIFTS.
¾"x1" HYDROPHILIC
WATERSTOP, TYP.
TYP
3" MIN,
SCALE: 1/2" = 1'-0"
5DISCHARGE CHANNEL SECTIONS
RPA
Copyright 2019Robert Peccia& Associates
14510.001
$DATE$
$D
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TIT
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SH
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T T
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SKS
OR
IGIN
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ET
/DE
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No
.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
Wh
ite
fish
WW
TP
Imp
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me
nts
Pro
ject
Re
vis
ion
s t
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il 3
EC
S
TR
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MT
M
11-1
2-1
9
SKS-12
3/S2-13
2
3
.
Lsb
REF. 5/S2-12 FOR HORIZ.
HOOP REINF. BELOW
DISCHARGE CHANNEL
#5@12"o.c. ADD'L
VERT. REINF.
#5@8"o.c. HORIZ. HOOP
REINF., E.F. (SEE NOTE 1)
#5@12"o.c. VERT.
REINF., TYP. U.N.O.
#5@12"o.c. ADD'L
VERT. REINF.
#5@12"o.c. ADD'L VERT.
REINF. BETWEEN INLET
AND DISCHARGE CHANNELS
REF. 3/S2-12 FOR HORIZ.
HOOP REINF. ABOVE INLET
CHANNEL
TY
P.
1'
- 0
"
10' - 0" ø
DISCHARGE CHANNEL,
SEE 5/S2-12
INLET CHANNEL, SEE
3/S2-12
#5 ADD'L VERT. REINF., TYP.#5@8"o.c. DWL W/ 180° STD HOOK,
DRILL AND EPOXY INTO GRIT BLDG.
CONC. WALL, MIN. 6" EMBEDMENT,
TYP.
#5@8"o.c. DWL W/ 90° STD HOOK, TYP.
3/4"x1" HYDROPHILIC
WATERSTOP, CTRD. IN
GRIT CHAMBER WALL, TYP.
5
5
5
5
#5@8"o.c. DWL W/ 180° STD HOOK, DRILL AND
EPOXY INTO GRIT BLDG. CONC. WALL, MIN. 6"
EMBEDMENT, BELOW DISCHARGE CHANNEL
#5@8"o.c. DWL W/ 90° STD HOOK, BELOW
DISCHARGE CHANNEL
#5@8"o.c. DWL W/ 180° STD HOOK, DRILL AND
EPOXY INTO GRIT BLDG. CONC. WALL, MIN. 6"
EMBEDMENT, ABOVE INLET CHANNEL
#5@8"o.c. DWL W/ 90° STD HOOK, ABOVE
INLET CHANNEL
5
5
SECTION A-A
SCALE: 1/2" = 1'-0"
3GRIT CHAMBER SECTIONS
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
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No.
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3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
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Imp
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Pro
jec
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11/12/19
Re
vis
ion
s t
o R
ea
cto
r B
asin
Rig
id I
nc
lusio
n P
lan
SKS-13
EC
S
TR
J
MT
M
1/S3-6
G
± 6' - 5" ± 6' - 5" ±
5
SCALE: 3/16" = 1'-0"
1REACTOR BASIN RIGID INCLUSION
PLAN
H
4
RPA
Copyright 2019Robert Peccia& Associates
14510.001
$DATE$
$D
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TIT
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OR
IGIN
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/DE
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IL
No
.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
Wh
ite
fish
WW
TP
Imp
rove
me
nts
Pro
ject
Re
vis
ion
s t
o R
ea
cto
r
Ba
sin
Fou
nd
ati
on
Pla
nE
CS
TR
J
MT
M
11-1
2-1
9
SKS-14
1/S3-7
4
4S3-16
5' - 6"
4S10-3
15
' -
0"
5
2S3-16
17' - 1",
.1
5'
- 0
"
#8@6"o.c. CORNER REINF.,
FULL HEIGHT OF WALL
5
5
SLA
B E
DG
E
1'
- 4
"3S3-16
17' - 1"
15
' -
0"
#8@6"o.c. CORNER REINF.,
FULL HEIGHT OF WALL
5
B E H
SCALE: 3/16" = 1'-0"
1REACTOR BASIN FOUNDATION PLAN
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
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IGIN
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No.
6/S
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3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
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WW
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Imp
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me
nts
Pro
jec
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11/12/19
Re
vis
ion
s t
o R
ea
cto
r B
asin
Gri
dli
ne
'H' W
all
Ele
va
tio
n
SKS-15
EC
S
TR
J
MT
M
2/S3-12
3
18' - 2" 1' - 8" 11' - 4"
EL =
T.O.C
VERT. REINF:
#7@12"o.c. E.F.
W/ #8@6"o.c. DWLS E.F.
TYP. HORIZ. REINF. ABOVE ELEV = 3030.00':
#6@6"o.c. E.F.
W/ #7@6"o.c. CORNER REINF. (U.N.O.,
REF. 1/S3-7)
TYP. HORIZ. REINF. BELOW ELEV = 3030.00':
#8@6" o.c. E.F.
W/ #8@6" o.c. CORNER REINF.
(1) #5 ADD'L HORIZ. REINF. E.F.
5
5
SCALE: 3/16" = 1'-0"
2GRIDLINE 'H' WALL ELEVATION
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
DE
SIG
NE
D B
Y
DR
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N B
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CH
EC
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D B
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SKS
PR
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TIT
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TIT
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DA
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OR
IGIN
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No.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
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Wh
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WW
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Imp
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me
nts
Pro
jec
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11/12/19
Re
vis
ion
s t
o R
ea
cto
r B
asin
Gri
dli
ne
'E' W
all
Ele
va
tio
n
SKS-16
EC
S
TR
J
MT
M
1/S3-13
3
VERT. REINF:
#7@12"o.c. E.F.
W/ #8@6"o.c. DWLS E.F.
TYP. HORIZ. REINF. ABOVE ELEV = 3030.00':
#6@6"o.c. E.F.
W/ #7@6"o.c. CORNER REINF. (U.N.O.,
REF. 1/S3-7)
TYP. HORIZ. REINF. BELOW ELEV = 3030.00':
#8@6" o.c. E.F.
W/ #8@6" o.c. CORNER REINF.
5
5
SCALE: 3/16" = 1'-0"
1GRIDLINE 'E' WALL ELEVATION
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
DE
SIG
NE
D B
Y
DR
AW
N B
Y
CH
EC
KE
D B
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SKS
PR
OJE
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TIT
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SK
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CH
TIT
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DA
TE
OR
IGIN
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SH
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T/D
ET
AIL
No.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
R
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Wh
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WW
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Imp
rove
me
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Pro
jec
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11/12/19
Re
vis
ion
s t
o R
ea
cto
r B
asin
Gri
dli
ne
'B' W
all
Ele
va
tio
n
SKS-17
EC
S
TR
J
MT
M
2/S3-13
4
1S3-10
REAC
E
T
VERT. REINF:
#7@12"o.c. E.F.
W/ #8@6"o.c. DWLS E.F.
TYP. HORIZ. REINF. ABOVE ELEV = 3030.00':
#6@6"o.c. E.F.
W/ #7@6"o.c. CORNER REINF. (U.N.O.,
REF. 1/S3-7)
TYP. HORIZ. REINF. BELOW ELEV = 3030.00':
#8@6" o.c. E.F.
W/ #8@6" o.c. CORNER REINF.
5
5
SCALE: 3/16" = 1'-0"
2GRIDLINE 'B' WALL ELEVATION
RPA
Copyright 2019Robert Peccia& Associates
14510.001
$DATE$
$D
ATE$
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D B
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DA
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PR
OJE
CT
TIT
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SH
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T T
ITL
E
SKS
OR
IGIN
AL S
HE
ET
/DE
TA
IL
No
.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
Wh
ite
fish
WW
TP
Imp
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me
nts
Pro
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Re
vis
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s t
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il 2
EC
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11-1
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9
SKS-18
2/S3-18
H
REACTOR T.O.W.
3051.00
3S3-18
EL = 3045.00
EL = 3046.00
EL= 3048'-0"
T.O.C. MAX.
EL= 3047'-0"
T.O.C. MIN.
EL= 3047'-2"
B.O.C. MAX.
EL= 3046'-2"
B.O.C. MIN.
T.O.C.
B.O.C.
6" FLAT RIBBED PVC
WATERSTOP, CTRD IN WALL
(GREENSTREAK No. 679 OR
APPROVED EQUAL), TYP.
GUARD RAILING, SEE SPECS.
ALUMINUM PLANK GRATING,
SEE SPECS.
GRATING SUPPORT BEAM
WALKWAY CONC. SLAB,
REINF. PER 1/S4-15
5
MATCH REINF. PER 2/S3-15
26" CONC. WALL, REF.
2/S3-12 AND 2/S3-13 FOR
WALL REINF. ALONG GRIDS
'H' AND 'B', RESPECTIVELY
5
HORIZ. #5@6"o.c.
E.F., TYP.
VERT. #4@12"o.c.
E.F., TYP.
5
#5@4"o.c. EA.
WAY, T&B
#4@12"o.c.
5
5
SCALE: 1/2" = 1'-0"
2LAUNDER OUTLET NORTH SECTION
RPA
Copyright 2019Robert Peccia& Associates
14510.001
$DATE$
$D
ATE$
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N B
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KE
D B
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DA
TE
PR
OJE
CT
TIT
LE
SH
EE
T T
ITL
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SKS
OR
IGIN
AL S
HE
ET
/DE
TA
IL
No
.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
Wh
ite
fish
WW
TP
Imp
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me
nts
Pro
ject
Re
vis
ion
s t
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eta
il 3
EC
S
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MT
M
11-1
2-1
9
SKS-19
3/S3-18
4
REACTOR T.O.W.
3051.00
2S3-18
MAIN PROCESS BLDG
4S10-4
LAUNDER OUTLET
ALUMINUM PLANK GRATING,
SEE SPECS
EL = 3046.00
EL = 3045.00
T.O.C.
B.O.C.
GUARD RAILING, SEE SPECS.
¾" CHAMFER, TYP.
6" FLAT RIBBED PVC WATERSTOP, CTRD IN WALL
(GREENSTREAK No. 679 OR APPROVED EQUAL)
24" CONC. WALL
(REINF. NOT SHOWN,
REF. 3/S3-9)
TERMINATE IN
STD 90° HOOK
5
MIN.
L ,dh
5
HORIZ. #5@6"o.c. E.F.
VERT. #4@12"o.c. E.F.,
HOOK INTO SLAB
5
TERMINATE IN
STD 180° HOOK
#5@4"o.c. EA WAY, T&B
5
5
SCALE: 1/2" = 1'-0"
3LAUNDER OUTLET WEST SECTION
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
DE
SIG
NE
D B
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DR
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N B
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CH
EC
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D B
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SKS
PR
OJE
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TIT
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SK
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CH
TIT
LE
DA
TE
OR
IGIN
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SH
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T/D
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AIL
No.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
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fish
WW
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Imp
rove
me
nts
Pro
jec
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11/12/19
Re
vis
ion
s t
o M
ain
Pro
ce
ss
Bu
ild
ing
We
st
Ro
of
Fra
min
g
Pla
n
SKS-20
EC
S
TR
J
MT
M
1/S4-6
6
7
B
SCALE: 1/4" = 1'-0"
1MAIN PROCESS BUILDING WEST
ROOF FRAMING PLAN
0'
-
3S10-4
CONTINUOUS PRECAST SPANDREL BEAM
PER MANUFACTURER TO SPAN FROM
GRID 'B' TO GRID 'D' AND SUPPORT
CANTILEVERED END OF 12" HCP SLAB
5
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
DE
SIG
NE
D B
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DR
AW
N B
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CH
EC
KE
D B
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SKS
PR
OJE
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TIT
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SK
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CH
TIT
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DA
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IGIN
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AIL
No.
6/S
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3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
R
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9
Wh
ite
fish
WW
TP
Imp
rove
me
nts
Pro
jec
t
11/12/19
Re
vis
ion
d t
o S
lud
ge
Bu
ffe
r
Ba
sin
Se
cti
on
Vie
w N
ort
h
SKS-22
EC
S
TR
J
MT
M
1/S5-5
1' - 0"
RIGID INCLUSION SUBGRADE SOILS
IMPROVEMENTS, SEE 2/S5-2
5
K
PUMP RM
3026.00
REACTOR BASIN T.O. SLAB
3026.00
SCALE: 1/2" = 1'-0"
1SLUDGE BUFFER BASIN SECTION VIEW
NORTH
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
DE
SIG
NE
D B
Y
DR
AW
N B
Y
CH
EC
KE
D B
Y
SKS
PR
OJE
CT
TIT
LE
SK
ET
CH
TIT
LE
DA
TE
OR
IGIN
AL
SH
EE
T/D
ET
AIL
No.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
R
ob
ert
Pe
ccia
& A
sso
cia
tes
Co
pyr
igh
t 2
01
9
Wh
ite
fish
WW
TP
Imp
rove
me
nts
Pro
jec
t
11/12/19
Revis
ion
s t
o S
lud
ge
Bu
ffe
r
Ba
sin
Ea
st
Ele
va
tio
n
SKS-23
EC
S
TR
J
MT
M
1/S5-6
RIGID INCLUSION SUBGRADE SOILS
IMPROVEMENTS, SEE 2/S5-2
555
4
SCALE: 1/4" = 1'-0"
1SLUDGE BUFFER BASIN EAST
ELEVATION
RPA
Copyright 2019Robert Peccia& Associates
$DATE$
DE
SIG
NE
D B
Y
DR
AW
N B
Y
CH
EC
KE
D B
Y
SKS
PR
OJE
CT
TIT
LE
SK
ET
CH
TIT
LE
DA
TE
OR
IGIN
AL
SH
EE
T/D
ET
AIL
No.
6/S
1-3
3810 Valley Commons Dr.Suite 4Bozeman, MT 59718(406) 284-2110
R
ob
ert
Pe
ccia
& A
sso
cia
tes
Co
pyr
igh
t 2
01
9
Wh
ite
fish
WW
TP
Imp
rove
me
nts
Pro
jec
t
11/12/19
Revis
ion
s t
o S
lud
ge
Bu
ffe
r
Ba
sin
No
rth
Ele
va
tio
n
SKS-24
EC
S
TR
J
MT
M
2/S5-6
6 7/8" ø
1'
- 0
5/1
6"
5
K
PUMP RM
3026.00
REACTOR BASIN T.O. SLAB
3026.00
SCALE: 1/4" = 1'-0"
2SLUDGE BUFFER BASIN NORTH
ELEVATION
