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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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
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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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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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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2
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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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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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CHEMICAL BUILDING
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FILTER 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-02
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D-02
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EXIST 17.5" DIA MH
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FL EL 134.9
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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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EXIST 36" CONE VALVE
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EXIST 54" DIA CONC COATED STL TRANSMISSION PIPE (TYP)
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EXIST 34.3" DIA DI VENTURI METER (VM-6)
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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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WATER MAIN
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WATER MAIN
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W
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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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CHAMBER 3-4 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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S-01
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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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SCALE: 1/4"= 1'-0"
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2
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S-01
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1
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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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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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3
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S-01
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S-01
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S-01
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3
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SECTION
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3
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S-01
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S-01
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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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2
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S-01
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S-01
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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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1
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S-01
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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 & 5-6)
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A
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S-01
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S-02
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KEY PLAN
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NOT TO SCALE
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1
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S-01
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S-01
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1
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S-01
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S-01
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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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60" 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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CHAMBER 3-4 ROOF PLAN
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SCALE: 1/4"= 1'-0"
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2
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1
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P-01
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P-01
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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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1
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P-01
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P-01
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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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T/CLG EL 144.8
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3
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3
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EXIST 54" DIA CONC COATED STL TRANSMISSION PIPE (TYP)
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3
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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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(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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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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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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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