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BULLETIN NO. 2 CONTRACT NO. GLWA-CON-133 March 1, 2017 This Bulletin No. 2 is hereby made part of the bidding documents for the above referenced project and shall be taken into consideration by any and all bidders submitting bids on this project. All bidders must acknowledge receipt of this Bulletin No. 2 in Section 00300-1, Article 2, The Bidder’s Representations, Paragraph 2.1 of the Bid Form. CHANGES TO THE REQUEST FOR PROPOSAL ITEM 1: DEADLINE FOR BIDS The Wednesday, March 15, 2017 bid due date has been extended to Wednesday, March 29, 2017 other aspects of submitting proposals remain the same. The due date for questions has expired and will not be extended. CONTRACT DOCUMENTS ITEM 1: Section 40 7124: Venturi Meter Insert Model HVT-FVFIRC Delete paragraph 1.04.E in its entirety and replace with the following new paragraph: 1.04.E. Differential @ 100 MGD: 175.27” ITEM 2: Section 40 7125: Venturi Meter Rehabilitation, Testing, and Certification Delete paragraph 1.02.C in its entirety and replace with the following new paragraph: 1,02.C. Approved Suppliers to deliver the services of the Venturi Meter Expert specified in this Section are as follows: 1. Primary Flow Signal, Inc., Cranston, RI, USA 2. Or approved equal.” ITEM 3: Section 01 0030: Summary of Work Add paragraph 1.02.B "1.02.B. The Contractor for CON-133 contract shall provide all necessary coordination/meetings with other contractors working on other

BULLETIN NO. 2 CONTRACT NO. GLWA-CON-133 NO. 2 . CONTRACT NO. GLWA-CON-133 . March 1, 2017 . This Bulletin No. 2 is hereby made part of the bidding documents for the above referenced

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BULLETIN NO. 2

CONTRACT NO. GLWA-CON-133

March 1, 2017

This Bulletin No. 2 is hereby made part of the bidding documents for the above referenced project

and shall be taken into consideration by any and all bidders submitting bids on this project. All

bidders must acknowledge receipt of this Bulletin No. 2 in Section 00300-1, Article 2, The

Bidder’s Representations, Paragraph 2.1 of the Bid Form.

CHANGES TO THE REQUEST FOR PROPOSAL

ITEM 1: DEADLINE FOR BIDS

The Wednesday, March 15, 2017 bid due date has been extended to Wednesday, March 29, 2017

other aspects of submitting proposals remain the same. The due date for questions has expired and

will not be extended.

CONTRACT DOCUMENTS

ITEM 1: Section 40 7124: Venturi Meter Insert – Model HVT-FVFIRC

Delete paragraph 1.04.E in its entirety and replace with the following new paragraph:

“1.04.E. Differential @ 100 MGD: 175.27”

ITEM 2: Section 40 7125: Venturi Meter Rehabilitation, Testing, and Certification

Delete paragraph 1.02.C in its entirety and replace with the following new paragraph:

“1,02.C. Approved Suppliers to deliver the services of the Venturi Meter Expert

specified in this Section are as follows:

1. Primary Flow Signal, Inc., Cranston, RI, USA

2. Or approved equal.”

ITEM 3: Section 01 0030: Summary of Work

Add paragraph 1.02.B

"1.02.B. The Contractor for CON-133 contract shall provide all

necessary coordination/meetings with other contractors working on other

Contract No. GLWA-CON-133

Bulletin No. 2

Page 2 of 3

ongoing or future projects (at all three sites) e.g.: Contract SP-563 (1958 FILTERS

REPLACEMENT AND FACILITIES REHABILITATION AT SPRINGWELLS

WATER TREATMENT PLANT), DWS-898 (SPRINGWELLS AND

NORTHEAST WATER TREATMENT PLANTS SLUDGE REMOVAL AND

DISPOSAL SERVICES), SCP-DB-112 (SPRINGWELLS WTP EMERGENCY

GRATING AND STRUCTURAL STEEL REPLACEMENT), CS-1671 (STEAM,

CONDENSATE RETURN AND COMPRESSED AIR PIPING

IMPROVEMENTS AT SPRINGWELLS WTP, SCP-CS-038 (SPRINGWELLS

WTP RESERVOIR FILL LINE), SCP-CS-045 (REPLACEMENT OF 1958

PROCESS TRAIN RAPID MIX UNITS AT SPRINGWELLS WTP), DB-150 (DB

REPAIR FOR PORTIONS OF THE PENNSYLVANIA, SPRINGWELLS AND

NORTHEAST RAW WATER TUNNELS) etc. ... ".

ITEM 4: Delete drawing title “WATER PRODUCTION FLOW METERING

IMPROVEMENTS AT NORTHEAST, SOUTHWEST AND SPRINGWELLS” from

all drawings.

Replace with “WATER PLANT PRODUCTION FLOW MEASUREMENT AND

RELATED FACILITY IMPROVEMENTS”.

ITEM 5: Delete drawings G-04, NE-D-01, NE-D-02, NE-S-01, NE-P-01, and NE-P-03.

Replace with revised drawings G-04, NE-D-01, NE-D-02, NE-S-01, NE-P-01, and

NE-P-03, attached to bulletin no.2.

ITEM 6: Construction Agreement

Delete paragraph 4.02 of Article IV Commencement and Completion; Schedule replace

with the following new paragraph:

“4.02 The Contractor recognizes that the GLWA shall suffer financial loss for

which the Contractor shall be liable if the Work is not completed within the time

specified above and in Exhibit A for Substantial and Final Completion, plus any

permitted extensions expressly allowed for herein or otherwise approved by the GLWA

in writing. The Contractor and the GLWA also recognize the delays, expense and

difficulties involved in proving the actual loss suffered by the GLWA if the Work is not

completed on time. Accordingly, instead of requiring any such proof, the GLWA and

the Contractor agree that as liquidated damages for delay (but not as a penalty) the

Contractor shall pay the GLWA the sum of One Thousand dollars ($1,000.00) per day

for each day that expires after the date for Substantial Completion of the Work at the

Southwest Water Treatment Plant has passed, and said payment shall continue until this

portion of the Work is substantially complete; Two Thousand dollars ($2,000.00) per

day for each day that expires after the date for Substantial Completion of the Work at

the Northeast Water Treatment Plant has passed, and said payment shall continue until

this portion of the Work is substantially complete; and Two Thousand dollars

($2,000.00) per day for each day that expires after the date for Substantial Completion

of the Work at the Springwells Water Treatment Plant has passed, and said payment

shall continue until this portion of the Work and the entire Work is substantially

Contract No. GLWA-CON-133

Bulletin No. 2

Page 3 of 3

complete. The GLWA and the Contractor also agree that as liquidated damages for

delay (but not as a penalty) the Contractor shall pay the GLWA the sum of One

Thousand dollars ($1000.00) per day for each day that expires after the date for Final

Completion has passed, and said payment shall continue until the entire Work is finally

complete in accordance with the Contract Documents and this Agreement.

RESPONSES TO BIDDERS QUESTIONS

(Please note that all bidder’s questions are responded to in BOLD and ITALIC text)

Ferndale Electric of Ferndale, MI, 2/14/2017

RFI questions related to southwest WTP:

Question 1: Please identify how the light fixtures in the Venturi Chambers are to be controlled;

3-way switches at each entrance? Top or bottom of each ladder? On all the time?

Or possibly a switch in or on the control panel?

Response: The lights will be controlled by a switch in the control panel as shown on

Drawings G-E-02 and G-E-03

Question 2: Please confirm exhaust fan controls are to be on the door of the pad mount control

panels and there are no local controls other than a safety disconnect.

Response: The vault ventilation fans are controlled by manual motor starters only as shown

on Drawings G-E-02 and G-E-03. There are no local (in the vault) controls.

Question 3: Please identify scale on drawing SW-E-02 and distance between Low Lift PB and

MCC-2A2.

Response: An approximation of the distance can be attained from the site plan on Drawing

SW-E-01, which has a scale of 1 inch equal to 40 feet.

Attachment

AA

CROSS SECTION A-A

PLAN VIEW

WATER PLANT PRODUCTION FLOW MEASUREMENT

AND RELATED FACILITY IMPROVEMENTS

APPR

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE

DESIGNED BY: SEAL / STAMP

E

D

C

B

A

DRAWING No.

GLWA CIP No.

GLWA CONTRACT No.

RANGESECTION MAP SECTIONTOWN

MDEQ PERMIT No.

Q QQ

PERMIT REVIEW SET - NOT FOR CONSTRUCTION

PROJECT TITLE

DRAWING TITLE

FIRM NAME

Applied Science, Inc.

300 River Place Suite 5400Detroit, MI 48207Phone: 313.567.3990 FAX: 313.567.3750

CON-133

10/17/16

BRC

DAH

TMS

JRM

ISSUED FOR CONSTRUCTION 1/6/17

164355

1264

BULLETIN 2 2/23/17

MISCELLANEOUS DETAILS

G-04

2

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ALL FRAMES AND COVERS SHALL CONFORM TO GLWA STANDARDS. SET FRAMES TO GRADE ON BED OF MORTAR (FRAMES SHALL BE EJIW TYPE 1010 OR APPROVED EQUAL)
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AT LEAST ONE COURSE OF BRICK BUT NOT MORE THAN THREE COURSES
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STANDARD MANHOLE STEPS (COPOLYMER POLYPROPYLENE PLASTIC) SHALL BE PLACED IN PIPE BY MANUFACTURER AT 16" O.C.
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SYNTHETIC RUBBER GASKET JOINT (TYP)
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ASTM C478 PRECAST RISER SECTION
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ASTM C478 PRECAST MH BASE
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CONCRETE CHANNEL
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1'-0" MIN
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STANDARD PRECAST MANHOLE BASE WITH BOTTOM SLAB OR LOOSE BASE
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SQ
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FLANGED CONNECTION
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WELD JOINT
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INSTALL BIRD SCREEN IN PIPE OPENING
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MIN
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8" DI PIPE
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8" SCH 40 STEEL PIPE
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4 - #4 TIES
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4 - #4 VERT
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NEW LAP BAR
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EXISTING BAR
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NOTES 1.IF REBAR HAS LOST MORE THAN 15% OF ORIGINAL CROSS IF REBAR HAS LOST MORE THAN 15% OF ORIGINAL CROSS SECTION, PROVIDE NEW LAP BAR WITH LENGTH AS SHOWN. NEW LAP BAR DIAMETER TO MATCH ORIGINAL. 2.REMOVE ONLY AS MUCH SOUND CONCRETE AS NECESSARY REMOVE ONLY AS MUCH SOUND CONCRETE AS NECESSARY TO SUFFICIENTLY REPLACE DETERIORATED STEEL TO MINIMUM REQUIRED LENGTHS.
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NOTES 1.REMOVE ALL DELAMINATED, SOUND AND UNSOUND CONCRETE IN HATCHED AREA. REMOVE ALL DELAMINATED, SOUND AND UNSOUND CONCRETE IN HATCHED AREA. 2.EXPOSED REINFORCING STEEL SHALL BE SANDBLASTED TO NEAR WHITE METAL THEN EXPOSED REINFORCING STEEL SHALL BE SANDBLASTED TO NEAR WHITE METAL THEN COATED WITH ARMATEC 110 EPOCEM (SIKA) ANTI-CORROSION COATING. 3.IN AREAS WHERE REINFORCING STEEL IS NOT EXPOSED FOR 3/4" AROUND THE IN AREAS WHERE REINFORCING STEEL IS NOT EXPOSED FOR 3/4" AROUND THE BAR(S), PROVIDE 1/4" DIA. x 2-1/4" LONG, HEX HEAD TAPCON SCREWS AT 8" C/C EACH WAY WITH 1-1/4" EMBED (MIN. 1/2" CONCRETE COVER) AT PREPARED SURFACE (BOND LINE). 4.DETERIORATED REINFORCING BARS IN BEAMS ARE TO BE SUPPLEMENTED WITH NEW DETERIORATED REINFORCING BARS IN BEAMS ARE TO BE SUPPLEMENTED WITH NEW REINFORCING STEEL. EPOXY DOWELING OF SUPPLEMENTAL STEEL MAY BE REQUIRED EPOXY DOWELING OF SUPPLEMENTAL STEEL MAY BE REQUIRED AND IS CONSIDERED INCIDENTAL TO THE WORK. 5.REPAIR MATERIAL SHALL BE TROWEL-APPLIED SIKA TOP 123 PLUS MORTAR FOR REPAIR MATERIAL SHALL BE TROWEL-APPLIED SIKA TOP 123 PLUS MORTAR FOR LOCALIZED NON-CRITICAL REPAIR AREAS. IN LARGE AND CRITICAL AREAS, REPAIR MATERIAL SHALL BE SIKA TOP 111 PLUS, OR ENGINEER APPROVED EQUIVALENT.
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NOTE 3
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DELAMINATION OR SPALL BOUNDARY
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REMOVAL LIMIT
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PROVIDE 1/2" SAWCUT OR GRIND CONTINUOUS AT REPAIR PERIMETER
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VARIES ( 1 1/2" - 4" TYP.) - 1 1/2" MIN.
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DELAMINATION OR SPALL BOUNDARY
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3/4" MIN. BEHIND ALL REINFORCING STEEL
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NOTES 1.FIELD VERIFY CRACKS TO BE INJECTED IN CONJUNCTION WITH THE ENGINEER. FIELD VERIFY CRACKS TO BE INJECTED IN CONJUNCTION WITH THE ENGINEER. 2.LOCATE REINFORCING STEEL IN CONCRETE STRUCTURE. LOCATE DRILL HOLE POSITION AND LOCATE REINFORCING STEEL IN CONCRETE STRUCTURE. LOCATE DRILL HOLE POSITION AND WORK WITH CARE TO AVOID DAMAGE TO EXISTING REINFORCING STEEL. DRILL HOLES SIZED AS RECOMMENDED BY THE INJECTION MATERIAL MANUFACTURER, AT A 45° ANGLE TO THESURFACE, AND BEGINNING 6" AWAY FROM THE CRACK SO THAT THE DRILLED HOLE INTERCEPTS THE CRACK AT APPROXIMATELY 6" DEPTH. 3.INSERT INJECTION PACKERS AS RECOMMENDED BY THE INJECTION MATERIAL MANUFACTURER INSERT INJECTION PACKERS AS RECOMMENDED BY THE INJECTION MATERIAL MANUFACTURER INTO THE DRILLED HOLES. 4.FLUSH PACKER AND CRACK WITH CLEAN WATER AS RECOMMENDED BY THE MATERIAL FLUSH PACKER AND CRACK WITH CLEAN WATER AS RECOMMENDED BY THE MATERIAL MANUFACTURER. 5.PUMP INJECTION MATERIAL THROUGH THE INJECTOR PACKER UNTIL THE HOLE WILL NOT TAKE PUMP INJECTION MATERIAL THROUGH THE INJECTOR PACKER UNTIL THE HOLE WILL NOT TAKE MORE MATERIAL, OR THE MATERIAL IS NO LONGER VISIBLY SEEPING OUT OF CRACKS. 6.INJECTION MAY BE HORIZONTAL, VERTICAL, OR OVERHEAD. INJECTION MAY BE HORIZONTAL, VERTICAL, OR OVERHEAD. 7.THE LOCATION OF CRACKS MAY DIFFER FROM WHAT HAS BEEN ESTIMATED IN THE PLANS. THE LOCATION OF CRACKS MAY DIFFER FROM WHAT HAS BEEN ESTIMATED IN THE PLANS. 8.SEALING OF CRACKS MAY ACTIVATE ADDITIONAL CRACKS IN THE VICINITY. SEAL AND GROUT SEALING OF CRACKS MAY ACTIVATE ADDITIONAL CRACKS IN THE VICINITY. SEAL AND GROUT ALL CRACKS AS DIRECTED BY THE ENGINEER.
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NOTE SEAL SURFACE OF LEAKING CRACK/JOINT AS NECESSARY.
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SEAL SURFACE OF LEAKING CRACK
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1/2" DIA MECH INJECTION PORT
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LEAKING CRACK/JOINT
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SECTION
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ELASTOMERIC MODULAR SEAL ELEMENT
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WALL
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CORE DRILLED HOLE
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EXISTING BITUMINOUS SURFACE
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EXISTING PAVEMENT
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REMOVE EXIST BIT. SURFACE AND RESURFACE WITH 1 1/2" 1100T, 20AA 1 1/2" 1100L, 20AA
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6" X 6" X NW26 WIRE MESH
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UTILITY TRENCH
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20" 21AA BASE
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3/4" DIA.-30" LONG LANE TIES @ 12" O.C. (TYP.) (CONC. PAVEMENT ONLY)
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REMOVE TEMP. PAVEMENT PATCH REPLACE CONC. DEPTH EQUAL TO EXIST. CONC. (MIN. 10") WITH UNIFORM REINFORCED CONC.
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X
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EXISTING CONCRETE SURFACE
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EXISTING PAVEMENT
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6" X 6" X NW26 WIRE MESH
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20" 21AA BASE
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3/4" DIA.-30" LONG LANE TIES @ 12" O.C. (TYP.) (CONC. PAVEMENT ONLY)
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REMOVE TEMP. PAVEMENT PATCH REPLACE CONC. DEPTH EQUAL TO EXIST. CONC. (MIN. 10") WITH UNIFORM REINFORCED CONC.
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X
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UTILITY TRENCH
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EXISTING CONCRETE SIDEWALK OR GROUND SURFACE
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1"R
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WOVEN GEOTEXTILE FABRIC RECOMMENDED
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ROADWAY
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ROADWAY
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DIVERSION RIDGE
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1"-3" CRUSHED CONCRETE OR CRUSHED LIMESTONE, MIN 6" THICK
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EXISTING GROUND
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SELECT FILL AS SPECIFIED IN SECTION 312323
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UTILITY AS SPECIFIED ON PLANS
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SUITABLE MATERIAL EXCAVATED FROM UTILITY TRENCH (OTHER THAN UNSTABLE WET CLAY) OR COMMON FILL
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VENTILATION PIPE DETAIL
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SCALE: 1/2"= 1'-0"
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WALL PENETRATION DETAIL
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SCALE: NONE
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STANDARD PRECAST MANHOLE
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SCALE: NONE
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CHEMICAL GROUTING OF CRACKS
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SCALE: NONE
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CORRODED REINFORCEMENT REPAIR
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SCALE: NONE
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WALL SURFACE REPAIR
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SCALE: NONE
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CONCRETE CURB DETAIL
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SCALE: 1" = 1'-0"
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UTILITY TRENCH RESTORATION DETAIL (GRASS COVER)
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SCALE: 1" = 1'-0"
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UTILITY TRENCH RESTORATION DETAIL (ASPHALT COVER)
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SCALE: 1" = 1'-0"
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UTILITY TRENCH RESTORATION DETAIL (CONCRETE COVER)
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SCALE: 1" = 1'-0"
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WALL PENETRATION REPAIR DETAIL
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SCALE: NONE
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TEMPORARY STONE ACCESS ROAD DETAIL
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SCALE: NONE

WATER PLANT PRODUCTION FLOW MEASUREMENT

AND RELATED FACILITY IMPROVEMENTS

APPR

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE

DESIGNED BY: SEAL / STAMP

E

D

C

B

A

DRAWING No.

GLWA CIP No.

GLWA CONTRACT No.

RANGESECTION MAP SECTIONTOWN

MDEQ PERMIT No.

Q QQ

PERMIT REVIEW SET - NOT FOR CONSTRUCTION

PROJECT TITLE

DRAWING TITLE

FIRM NAME

Applied Science, Inc.

300 River Place Suite 5400Detroit, MI 48207Phone: 313.567.3990 FAX: 313.567.3750

CON-133

10/17/16

BRC

DAH

TMS

JRM

ISSUED FOR CONSTRUCTION 1/6/17

164355

1264

BULLETIN 2 2/23/17

NORTHEAST WTP

DEMOLITION PLANS AND SECTIONS

(CHAMBER 3-4)

NE-D-01

2

2

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P
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60" WATER MAIN
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60" WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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W
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54" WATER MAIN
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CHEMICAL BUILDING
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FILTER BUILDING
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HIGH/LOW LIFT BUILDING
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CHAMBER 5-6
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CHAMBER 3-4
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ROOF PLAN
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SCALE: 1/4"= 1'-0"
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SECTION
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2
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D-01
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D-01
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SCALE: 1/4" = 1'-0"
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D-01
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D-01
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EXIST 17.5" DIA MH
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SECTIONAL PLAN @ ELEV 140.0
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SECTION
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D-01
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D-01
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D-01
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D-01
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CHAMBER 3-4 ISOMETRIC VIEW
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FL EL 134.8
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C/L METER EL 139.8
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T/CLG EL 144.8
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FL EL 134.8
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C/L METER EL 139.8
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T/CLG EL 144.8
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EXIST PRECAST ROOF ACCESS PANELS
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EXIST STD MH STEPS @ 15" OC
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EXIST MH
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EXIST CONC PIPE SADDLE (TYP)
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EXIST 36" CONE VALVE OPERATOR (TYP)
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EXIST CONC PIPE SADDLE
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EXIST CONC BASE SUPPORT TOP EL 136.8
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EXIST PRECAST ROOF ACCESS PANEL (TYP OF 2)
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EXIST COPPER IMPULSE TUBING BRASS FITTINGS
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EXIST 36" DIA CONE VALVE
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EXIST LIFTING CABLE OPNGS (TYP)
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GATE BOX (TYP)
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EXIST 18"W x 18"H CONC BEAM
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EXIST 24"W x 18"H CONC BEAM
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EXIST 18"W x 18"H CONC BEAM
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EXIST DP TRANSMITTER
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EXIST GATE VALVE ON EXTERNAL IMPULSE RING (TYP)
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EXIST GATE VALVE ON EXTERNAL IMPULSE RING (TYP)
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GRADE EL 149.8±
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EXIST 54" DIA CONC COATED STL TRANSMISSION PIPE (TYP)
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EXIST CONC PIPE SADDLE (TYP)
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EXIST 34.3" DIA DI VENTURI METER (VM-4)
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EXIST DP TRANSMITTER
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EXIST 4" CI FLOOR DRAIN
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GRADE EL 149.8'±
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EXIST BRICK LAYER (1 COURSE)
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DEMOLITION NOTES
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1.ELEVATIONS ARE GIVEN IN CITY OF DETROIT DATUM. ELEVATIONS ARE GIVEN IN CITY OF DETROIT DATUM. 2.REMOVE EXISTING PRECAST ROOF ACCESS PANELS AND REMOVE EXISTING PRECAST ROOF ACCESS PANELS AND BRICK LAYER. 3.REMOVE EXISTING MANHOLE CONE AND MANHOLE COVER. REMOVE EXISTING MANHOLE CONE AND MANHOLE COVER. 4.REMOVE EXISTING MANHOLE STEPS. REMOVE EXISTING MANHOLE STEPS. 5.REMOVE EXISTING CONE VALVE CONCRETE SUPPORTS. REMOVE EXISTING CONE VALVE CONCRETE SUPPORTS. 6.REMOVE EXISTING CONE VALVES AND OPERATORS. REMOVE EXISTING CONE VALVES AND OPERATORS. 7.REMOVE EXISTING EXTERNAL IMPULSE RINGS, INCLUDING REMOVE EXISTING EXTERNAL IMPULSE RINGS, INCLUDING GATE VALVES AND ASSOCIATED IMPULSE PIPING. 8.REMOVE EXISTING DP TRANSMITTERS. REMOVE EXISTING DP TRANSMITTERS. 9.REMOVE ALL ELECTRICAL CONDUITS AND FIXTURES. REMOVE ALL ELECTRICAL CONDUITS AND FIXTURES. 10.REMOVE EXTRA PIPING AND CONDUITS. REMOVE EXTRA PIPING AND CONDUITS. 11.CLEAN OUT AND REMOVE EXISTING SEDIMENT AND DEBRIS CLEAN OUT AND REMOVE EXISTING SEDIMENT AND DEBRIS FROM CHAMBER FLOOR.
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SAWCUT ROOF SLAB AS REQUIRED FOR NEW ROOF OPENING
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EXISTING CONDITIONS (VM-3)
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EXISTING CONDITIONS (VM-4)
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EXIST 34.3" DIA DI VENTURI METER (VM-3)
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BULKHEAD EXIST 4" PIPE. COORDINATE BULKHEAD LOCATION WITH NEW SUMP PIT INSTALLATION.
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EXIST SEALING MATERIAL (ASBESTOS). TYPICAL AT ALL 4 PIPE PENETRATIONS. REMOVE AS NEEDED FOR REPAIRS.
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EXIST FLANGE GASKETS ASSUMED TO CONTAIN ASBESTOS (TYP)
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SAWCUT ROOF SLAB AS REQUIRED FOR NEW ROOF OPENING
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(VIEW SHOWN FOR INFORMATION ONLY - NO WORK SHOWN)
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KEY PLAN
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NOT TO SCALE
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SAWCUT FLOOR SLAB AS REQUIRED FOR NEW SUMP BASIN

WATER PLANT PRODUCTION FLOW MEASUREMENT

AND RELATED FACILITY IMPROVEMENTS

APPR

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE

DESIGNED BY: SEAL / STAMP

E

D

C

B

A

DRAWING No.

GLWA CIP No.

GLWA CONTRACT No.

RANGESECTION MAP SECTIONTOWN

MDEQ PERMIT No.

Q QQ

PERMIT REVIEW SET - NOT FOR CONSTRUCTION

PROJECT TITLE

DRAWING TITLE

FIRM NAME

Applied Science, Inc.

300 River Place Suite 5400Detroit, MI 48207Phone: 313.567.3990 FAX: 313.567.3750

CON-133

10/17/16

BRC

DAH

TMS

JRM

ISSUED FOR CONSTRUCTION 1/6/17

164355

1264

BULLETIN 2 2/23/17

NORTHEAST WTP

DEMOLITION PLANS AND SECTIONS

(CHAMBER 5-6)

NE-D-02

2

2

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60" WATER MAIN
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60" WATER MAIN
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WATER MAIN
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WATER MAIN
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54" WATER MAIN
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CHEMICAL BUILDING
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FILTER BUILDING
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HIGH/LOW LIFT BUILDING
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CHAMBER 5-6
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CHAMBER 3-4
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ROOF PLAN
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SCALE: 1/4" = 1'-0"
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EXIST 17.5" DIA MH
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SECTIONAL PLAN @ ELEV 143.0
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CHAMBER 5-6 ISOMETRIC VIEW
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(VIEW SHOWN FOR INFORMATION ONLY - NO WORK SHOWN)
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FL EL 134.9
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EXIST CONC PIPE SADDLE (TYP)
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C/L METER EL 139.9
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T/CLG EL 144.9
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FL EL 134.9
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C/L METER EL 139.9
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T/CLG EL 144.9
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EXIST PRECAST ROOF ACCESS PANELS
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EXIST COPPER IMPULSE TUBING W/ BRASS FITTINGS
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EXIST DP TRANSMITTER
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EXIST 36" CONE VALVE OPERATOR (TYP)
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EXIST CONC PIPE SADDLE
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EXIST CONC BASE SUPPORT TOP EL 136.8
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EXIST PRECAST ROOF ACCESS PANELS
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GRADE EL 149±
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EXIST MH RIM EL 150.6
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EXIST LIFTING CABLE OPNGS (TYP)
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GATE BOX (TYP)
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EXIST 18"W x 18"H CONC BEAM
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EXIST 24"W x 18"H CONC BEAM
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EXIST 30"W x 18"H CONC BEAM
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EXIST 36" CONE VALVE
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EXIST GATE VALVE ON EXTERNAL IMPULSE RING (TYP)
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EXIST 54" DIA CONC COATED STL TRANSMISSION PIPE (TYP)
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EXIST GATE VALVE ON EXTERNAL IMPULSE RING (TYP)
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EXIST CONC PIPE SADDLE (TYP)
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EXIST 34.3" DIA DI VENTURI METER (VM-6)
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EXIST DP TRANSMITTER
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EXIST COPPER IMPULSE PIPING W/ BRASS FITTINGS
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EXIST COPPER IMPULSE PIPNG W/ BRASS FITTINGS
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EXIST STD MH STEPS @ 15" OC
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EXIST COPPER IMPULSE PIPING W/ BRASS FITTINGS
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EXIST 4" CI FLOOR DRAIN
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EXIST ONE COURSE COMMON BRICK COVER
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EXIST MH RIM EL 150.6
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GRADE EL 149±
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EXIST CONE VALVE (TYP)
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DEMOLITION NOTES
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1.ELEVATIONS ARE GIVEN IN CITY OF DETROIT DATUM. ELEVATIONS ARE GIVEN IN CITY OF DETROIT DATUM. 2.REMOVE EXISTING PRECAST ROOF ACCESS PANELS AND REMOVE EXISTING PRECAST ROOF ACCESS PANELS AND BRICK LAYER. 3.REMOVE EXISTING MANHOLE CONE AND MANHOLE COVER. REMOVE EXISTING MANHOLE CONE AND MANHOLE COVER. 4.REMOVE EXISTING MANHOLE STEPS. REMOVE EXISTING MANHOLE STEPS. 5.REMOVE EXISTING CONE VALVE CONCRETE SUPPORTS. REMOVE EXISTING CONE VALVE CONCRETE SUPPORTS. 6.REMOVE EXISTING CONE VALVES AND OPERATORS. REMOVE EXISTING CONE VALVES AND OPERATORS. 7.REMOVE EXISTING EXTERNAL IMPULSE RINGS, INCLUDING GATE REMOVE EXISTING EXTERNAL IMPULSE RINGS, INCLUDING GATE VALVES AND ASSOCIATED IMPULSE PIPING. 8.REMOVE EXISTING DP TRANSMITTERS. REMOVE EXISTING DP TRANSMITTERS. 9.REMOVE ALL ELECTRICAL CONDUITS AND FIXTURES. REMOVE ALL ELECTRICAL CONDUITS AND FIXTURES. 10.REMOVE EXTRA PIPING AND CONDUITS. REMOVE EXTRA PIPING AND CONDUITS. 11.CLEAN AND REMOVE EXISTING SEDIMENT AND DEBRIS FROM CLEAN AND REMOVE EXISTING SEDIMENT AND DEBRIS FROM CHAMBER FLOOR.
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EXIST BRICK LAYER (1 COURSE)
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SAWCUT ROOF SLAB AS REQUIRED FOR NEW ROOF OPENING
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EXIST 34.3" DIA DI VENTURI METER (VM-5)
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EXISTING CONDITIONS (VM-5)
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EXISTING CONDITIONS (VM-6)
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BULKHEAD EXIST 4" PIPE. COORDINATE BULKHEAD LOCATION WITH NEW SUMP PIT INSTALLATION.
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EXIST SEALING MATERIAL (ASBESTOS). TYPICAL AT ALL 4 PIPE PENETRATIONS. REMOVE AS NEEDED FOR REPAIRS.
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EXIST FLANGE GASKETS ASSUMED TO CONTAIN ASBESTOS (TYP)
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SAWCUT ROOF SLAB AS REQUIRED FOR NEW ROOF OPENING
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KEY PLAN
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NOT TO SCALE
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SAWCUT FLOOR SLAB AS REQUIRED FOR NEW SUMP BASIN

WATER PLANT PRODUCTION FLOW MEASUREMENT

AND RELATED FACILITY IMPROVEMENTS

APPR

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE

DESIGNED BY: SEAL / STAMP

E

D

C

B

A

DRAWING No.

GLWA CIP No.

GLWA CONTRACT No.

RANGESECTION MAP SECTIONTOWN

MDEQ PERMIT No.

Q QQ

PERMIT REVIEW SET - NOT FOR CONSTRUCTION

PROJECT TITLE

DRAWING TITLE

FIRM NAME

Applied Science, Inc.

300 River Place Suite 5400Detroit, MI 48207Phone: 313.567.3990 FAX: 313.567.3750

CON-133

10/17/16

BRC

DAH

TMS

JRM

ISSUED FOR CONSTRUCTION 1/6/17

164355

1264

BULLETIN 2 2/23/17

NORTHEAST WTP

PROPOSED PLANS AND SECTIONS

(CHAMBERS 3-4, 5-6)

NE-S-01

2

2

2

2

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60" WATER MAIN
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60" WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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54" WATER MAIN
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CHEMICAL BUILDING
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FILTER BUILDING
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HIGH/LOW LIFT BUILDING
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CHAMBER 5-6
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CHAMBER 3-4
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CHAMBER 3-4 ROOF PLAN
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SCALE: 1/4"= 1'-0"
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NEW CONC RISER AND HATCH. (TYP FOR 2) SEE DETAILS ON SHEET NE-S-02
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SECTIONAL PLAN @ ELEV 140.0
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FL EL 134.8
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C/L METER EL 139.8
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T/CLG EL 144.8
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FL EL 134.8
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C/L METER EL 139.8
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T/CLG EL 144.8
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NEW ROOF SLAB AND GATE RISER SHAFT
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EXIST CONC PIPE SADDLE
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EXIST 18"W x 18"H CONC BEAM
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EXIST 24"W x 18"H CONC BEAM
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EXIST 18"W x 18"H CONC BEAM
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GRADE EL 150.3±
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EXIST 54" DIA CONC COATED STL TRANSMISSION PIPE (TYP)
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EXIST CONC PIPE SADDLE (TYP)
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CHAMBER 5-6 ROOF PLAN
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SCALE: 1/4"= 1'-0"
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2
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S-01
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EXIST 18"W x 18"H CONC BEAM
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EXIST 24"W x 18"H CONC BEAM
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EXIST 30"W x 18"H CONC BEAM
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NEW CONC RISER AND HATCH. (TYP FOR 2) SEE DETAILS ON SHEET NE-S-02
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CORE OPENING IN EXIST CONC WALL FOR SUMP PUMP PIPING EL 143.5
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NEW FRP LADDER WITH LADDER-UP SAFETY POST
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NEW FRP LADDER WITH LADDER-UP SAFETY POST
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NEW ROOF SLAB AND GATE RISER SHAFT
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NEW ROOF SLABS AND GATE RISER SHAFT. SEE NE-S-02 FOR DETAILS.
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REPAIR EXIST OPENINGS IN WALL
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NEW ENGINEERED BACKFILL. SEE NE-C-02 FOR GRADING DETAILS.
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EXIST 34.3" DIA DI VENTURI METER
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EXIST 34.3" DIA DI VENTURI METER
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TOP EL 150.5
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TOP EL 150.5
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GRADE EL 150.3±
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FL EL 134.8
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C/L METER EL 139.8
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T/CLG EL 144.8
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NEW ENGINEERED BACKFILL. SEE NE-C-02 FOR GRADING DETAILS.
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TOP EL 150.5
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GRADE EL 150.3±
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NEW CONC RISER AND HATCH
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NEW CONC RISER AND HATCH. (TYP FOR 2) SEE DETAILS ON SHEET NE-S-02
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SCALE: 1/4" = 1'-0"
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(SIMILAR FOR 3-4 & 5-6)
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SECTION
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7'-6" (VM-3) 7'-5" (VM-5)
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5'-0" (VM-4) 5'-1" (VM-6)
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NEW DAVIT ARM MOUNTING SLEEVE (TYP)
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NEW DAVIT ARM MOUNTING SLEEVE
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FLOWABLE FILL
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PROVIDE FLOWABLE FILL UNDER ALL NEW RISER SLABS (TYP)
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SEE WALL PENETRATION DETAIL ON SHEET G-04 FOR DETAILS.
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CENTER ON VALVE POSITION
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CENTER ON VALVE POSITION

WATER PLANT PRODUCTION FLOW MEASUREMENT

AND RELATED FACILITY IMPROVEMENTS

APPR

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE

DESIGNED BY: SEAL / STAMP

E

D

C

B

A

DRAWING No.

GLWA CIP No.

GLWA CONTRACT No.

RANGESECTION MAP SECTIONTOWN

MDEQ PERMIT No.

Q QQ

PERMIT REVIEW SET - NOT FOR CONSTRUCTION

PROJECT TITLE

DRAWING TITLE

FIRM NAME

Applied Science, Inc.

300 River Place Suite 5400Detroit, MI 48207Phone: 313.567.3990 FAX: 313.567.3750

CON-133

10/17/16

BRC

DAH

TMS

JRM

ISSUED FOR CONSTRUCTION 1/6/17

164355

1264

BULLETIN 2 2/23/17

NORTHEAST WTP

PROPOSED PLANS AND SECTIONS

(CHAMBERS 3-4, 5-6)

NE-P-01

2

2

2

2

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60" WATER MAIN
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54" WATER MAIN
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CHEMICAL BUILDING
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FILTER BUILDING
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HIGH/LOW LIFT BUILDING
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CHAMBER 5-6
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CHAMBER 3-4 ROOF PLAN
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SCALE: 1/4"= 1'-0"
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NEW 36" GATE VALVE (TYP)
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EXIST CONC PIPE SADDLE
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GRADE EL 150.3±
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EXIST 54" DIA CONC COATED STL TRANSMISSION PIPE (TYP)
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EXIST CONC PIPE SADDLE (TYP)
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NEW IMPULSE LINES SEE DETAIL SHEET NE-P-02
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NEW SUMP PUMPS. SEE DETAILS SHEET NE-P-03
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GRADE EL 150.3±
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CHAMBER 5-6 ROOF PLAN
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SCALE: 1/4"= 1'-0"
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GATE SUPPORT (TYP)
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NEW 36" GATE VALVE (TYP)
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NEW 36" COUPLING (TYP)
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NEW 8" STEEL VENT PIPING
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NEW GATE VALVE OPERATOR
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NEW GATE VALVE OPERATOR
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NEW IMPULSE LINES SEE DETAIL SHEET NE-P-02
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NEW EXHAUST FAN. SEE DETAILS SHEET NE-P-03
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NEW 8" STEEL VENT PIPING
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NEW 2" SUMP PUMPDISCHARGE LINE. SEE NE-C-02 FOR CONTINUATION
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FL EL 134.8
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C/L METER EL 139.8
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T/CLG EL 144.8
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FL EL 134.8
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C/L METER EL 139.8
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T/CLG EL 144.8
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EXIST 34.3" DIA DI VENTURI METER
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EXIST 34.3" DIA DI VENTURI METER
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GRADE EL 150.3±
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FL EL 134.8
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C/L METER EL 139.8
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EXIST 54" DIA CONC COATED STL TRANSMISSION PIPE (TYP)
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NEW ACCESS HATCH DRAIN PIPING
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NEW ACCESS HATCH DRAIN (TYP)
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NEW ACCESS HATCH DRAIN PIPING
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NEW 2" SUMP PUMPDISCHARGE LINE @ EL 143.5. SEE NE-C-02 FOR CONTINUATION
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SECTIONAL PLAN @ ELEV 140.0
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SCALE: 1/4"= 1'-0"
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SECTION
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SCALE: 1/4" = 1'-0"
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(SIMILAR FOR 3-4 & 5-6)
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(SIMILAR FOR 3-4 AND 5-6)
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SECTION
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SCALE: 1/4" = 1'-0"
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(SIMILAR FOR 3-4 & 5-6)
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SECTION
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(SIMILAR FOR 3-4 & 5-6)
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NEW ACCESS HATCH DRAIN (TYP)
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NEW SUMP PUMPS. SEE DETAILS SHEET NE-P-03
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LOCATE NEW DRAIN PIPING MIDWAY BETWEEN LADDER RUNGS
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KEY PLAN
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NEW EXHAUST FAN. SEE DETAILS SHEET NE-P-03
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C/L EL 142.7
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SEE VENT PIPE DETAIL ON SHT G-04
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ATTACH NEW STEEL VENT PIPE TO EXIST WITH NEW FURNCO COUPLING

WATER PLANT PRODUCTION FLOW MEASUREMENT

AND RELATED FACILITY IMPROVEMENTS

APPR

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE

DESIGNED BY: SEAL / STAMP

E

D

C

B

A

DRAWING No.

GLWA CIP No.

GLWA CONTRACT No.

RANGESECTION MAP SECTIONTOWN

MDEQ PERMIT No.

Q QQ

PERMIT REVIEW SET - NOT FOR CONSTRUCTION

PROJECT TITLE

DRAWING TITLE

FIRM NAME

Applied Science, Inc.

300 River Place Suite 5400Detroit, MI 48207Phone: 313.567.3990 FAX: 313.567.3750

CON-133

10/17/16

BRC

DAH

TMS

JRM

ISSUED FOR CONSTRUCTION 1/6/17

164355

1264

BULLETIN 2 2/23/17

NORTHEAST WTP

SUMP PUMP, VENTILATION & MISCELLANEOUS DETAILS

(CHAMBERS 3-4, 5-6)

NE-P-03

2

2

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60" WATER MAIN
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60" WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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WATER MAIN
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54" WATER MAIN
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CHEMICAL BUILDING
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FILTER BUILDING
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HIGH/LOW LIFT BUILDING
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CHAMBER 5-6
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CHAMBER 3-4
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G
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F
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E
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1
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NEW SUMP PUMP SYSTEM
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SCALE: 3/4"= 1'-0"
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NEW 2" PVC BALL VALVE
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NEW 2" PVC CHECK VALVE
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NEW 2" PVC UNION
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NEW 2" PVC DISCHARGE PIPE
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NEW 2" PVC BALL VALVE
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NEW 2" PVC CHECK VALVE
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NEW 2" PVC UNION
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NEW 1-1/2" PVC DRAIN PIPING FROM ACCESS HATCHES
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NEW SUMP PUMP
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NEW SUMP PUMP
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NEW 2" PVC PIPE
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NEW 1" PVC BALL VALVE FOR DRAINAGE
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KEY PLAN
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NOT TO SCALE
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FLANGED CONNECTION
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NEW 2" PVC FORCEMAIN
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DOUBLE ELASTOMERIC MODULAR SEAL ELEMENT
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NEW EXHAUST FAN DETAIL
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SCALE: 1/2"= 1'-0"
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BLOWER INTAKE (FIT TO 1 FT ABOVE CHAMBER FLOOR)
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FLEXIBLE COUPLING
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DUCT TRANSITION
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BLOWER INTAKE
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DUCT TRANSITION (FIELD FIT TO EACH CHAMBER'S EXISTING DUCT WORK)
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BLOWER INTAKE
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DUCT TRANSITION (FIELD FIT TO EACH CHAMBER'S EXISTING DUCT WORK)
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FLEXIBLE COUPLING
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EXHAUST FAN
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PLAN VIEW
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SECTION VIEW
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NEW VENT PIPE
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NEW VENT PIPE
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SIDE VIEW
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HARTZELL SERIES 42 FIBERGLASS PRESSURE BLOWER W/14" FAN AND 6" DISCHARGE, OR APPROVED EQUAL
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EXHAUST FAN
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SEE SHEET NE-C-02 FOR CONTINUATION