WSU Project Number - 080-423183 RFP - Matthaei Pool Renovation - Equipment - 2026

154.1
150.2
150 DIVING POOL
SWIMMING POOL
POOL MECH POOL MECH
050 054 050.1 051
MECH
052 UP UP PLATFORM
MECH DN
053 WOMEN
FACULTY SWIMMING & DIVING
SHOWERS
REWOHS
5 4 3 2 1
WSU ATHLETICS
D D
MATTHAEI POOL RENOVATION
CONSTRUCTION DOCUMENTS - 2/09/2026 1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
WSU PROJECT NUMBER: 080-423183
5101 JOHN C. LODGE SERVICE DRIVE
DETROIT, MI 48208
C C
MEN OFFICE 154.25 154.8
FACULTY LOCKER 154.26
POOL STORAGE
POOL
OFFICE
150.1
TELESCOPING SEATS
150.8
150.6 TELESCOPING SEATS O P F O F O IC L E 150.9 150.4 ST P O O R O A L GE
150.3
MULTIPLE SHOWERS
WOMEN'S WOMENS MECH
SHOWERS 150.7 176.1
WOMEN'S
WOMENS
176.7 150.5
B B
SITE MAP
PROJECT LOCATION
DRAWING INDEX DESCRIPTION OF WORK
THE SCOPE OF WORK RELATED TO THE UPGRADES AT THE MATTHAEI
DRAWING NO. TITLE
CENTER POOL INCLUDE THE FOLLOWING:
CONTACT INFORMATION
00 -GENERAL 1. DEMOLITION OF EXISTING POOL LINER, PORTIONS OF POOL
G-000 TITLE SHEET PIPING, AND EQUIPMENT INCLUDING FILTERS, DISINFECTION
OWNER UNITS, CHEMICAL SYSTEMS, AND ASSOCIATED ELECTRICAL GEAR.
20 -AQUATICS
FIRM: WAYNE STATE UNIVERSITY AQ-101 BASEMENT EQUIPMENT ROOM DEMOLITION PHOTOS
2. INSTALL A NEW POOL LINER, POOL FILTRATION EQUIPMENT,
CONTACT: RON KAHLE AQ-102 BASEMENT EQUIPMENT ROOM PLAN -RENOVATION LAYOUT & MATERIALS CHEMICAL INJECTION UNITS, UV FILTERS AND BAS INTEGRATION.
ADDRESS: 5454 CASS AVE. AQ-103 SWIMMING & DIVING POOL PLANS -RENOVATION LAYOUT & MATERIALS
AQ-501 3. RESTORATION AND REPAIR OF ANY AREAS DISTURBED BY
DETROIT, MI 48202
CONSTRUCTION ACTIVITIES.
AQ-601 EQUIPMENT SCHEDULES
PHONE: (248) 202-6082
AQ-602 PROCESS FLOW DIAGRAMS
Project Number
30 -STRUCTURAL
ENGINEER Original Issue
S-101 STRUCTURAL DETAILS AND NOTES
FIRM: OSBORN ENGINEERING COMPANY
40 -PLUMBING
CONTACT: SOREN ENGBERT
P-001 PLUMBING SYMBOL LEGEND AND NOTES
ADDRESS: 1111 SUPERIOR AVENUE, SUITE 2100
P-101 BASEMENT PIPING PLAN
CLEVELAND, OHIO 44114 P-102 FIRST FLOOR PIPING PLAN
PHONE: (216) 861-2020 P-401 ENLARGED PLUMBING PLANS
70 - ELECTRICAL
POOL DESIGNER E-001 ELECTRICAL SYMBOL, LEGEND, AND NOTES
FIRM: BRANDSTETTER CARROLL INC ED-100 OVERALL PLANS
CONTACT: CHARLIE SCHNEIDER ED-101 BASEMENT ELECTRICAL DEMOLITION PLAN
E-201 BASEMENT ELECTRICAL PLAN
ADDRESS: 2360 CHAUVIN DR
E-511 ONE LINE DIAGRAM, SCHEDULES, AND DETAILS LEXINGTON, KY 40517
PHONE: (859) 248-6049
A A
Sheet Name
Sheet Number
Project Status
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MP
90:31:21
6202/22/4
Wayne State University
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 John C. Lodge Service Dr.
Detroit, MI 48208
MARK DATE DESCRIPTION
0 02/09/26 CONSTRUCTION DOCUMENTS
1 04/22/26 REVISED SCOPE REBID
NOT IN SCOPE
DETAILS
J20251149.000
02/09/2026
SPECIAL INSTRUCTIONS TO BIDDERS
ALLOWANCES : NONE
UNIT PRICING : NONE
HAZARDOUS MATERIAL GENERAL NOTE
IF SUSPECTED HAZARDOUS MATERIALS ARE FOUND, CONTRACTORS ARE
TO STOP WORK IMMEDIATELY AND REPORT TO RON KAHLE -WAYNE STATE
UNIVERSITY [(248) 202-6082]. FURTHER INSTRUCTIONS WILL BE ISSUED
BASED ON SITE CONDITIONS.
TITLE SHEET
G-000
CONSTRUCTION DOCUMENTS

S W I M M I N G P O O L Existing U.V. System D I V I N G P O O L Existing Sump/Pumps Existing Stainless Filters
to Be Removed Between Flanges
to Remain to Be Removed
E Q U I P M E N T D3 D4 D5
PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA
R O O M
Existing Pumps
Existing Suction Piping Existing Surge Tank Piping
Basement Equipment Room - Demolition Plan Green Pump TBR - Black to Remain
to Remain to Remain
C1 C3 C4 C5
1/8"=1'-0" PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA
Existing Surge Tank & Appurt. Existing Surge Tank & Appurt. Existing Surge Tank Piping Existing Collection box & Piping Existing Piping to Remain
to Remain to Remain to Remain to Remain or Be Modified as Indicated
B1 B2 B3 B4 B5
PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA
Existing Ozone Equipment Exist. Surge Tank & Related Piping Existing Piping to Remain Existing Chemical Tank Overall View of General
to Be Removed to Remain or Be Modified as Indicated to be Removed Demolition/Construction Area
A1 A2 A3 A4 A5
PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA PHOTO OF BASEMENT EQUIPMENT ROOM GENERAL AREA
M
O
O
R
T
N
E
M
P
I
U
Q
E
1420 Washington Blvd., Suite 301 | Detroit, MI 48226
(313) 915-4014 www.osborn-eng.com
SURGE
TANK
SUMP/
SUMP
PUMPS
SURGE
TANK
WASTEWATER
COLLECTION
BOX
CONCRETE
PAD
ACCESS HATCH (ABOVE)
GENERAL AREA OF
Demolition/Construction
"2
"1
"2/1
0
5 4 3 2 1
D D
C C
B B
Project Number
Original Issue
A A
Sheet Name
Sheet Number
Project Status
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MA
34:95:8
6202/9/1
Owner
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 W Warren Ave
Detroit, MI 48208
MARK DATE DESCRIPTION
0 02/09/2026 CONSTRUCTION DOCUMENTS
1 04/22/2026 REVISED SCOPE REBID
J20251149.000
01/28/2026
Basement Equipment
Room Demolition
Photos
AQ-101
CONSTRUCTION DOCUMENTS

1420 Washington Blvd., Suite 301 | Detroit, MI 48226
(313) 915-4014 www.osborn-eng.com
Existing U.V. System is Location of Existing Piping/Pumps Area of
New U.V. System Connection to New Filter Pump
D2 D3
PHOTO OF BASEMENT EQUIPMENT ROOM PHOTO OF BASEMENT EQUIPMENT ROOM
Existing Filter Piping Area of Overall View of Basement Equipment Room Indicating
Connection to New Filter Piping Existing Conditions Relationship - with New Equipment
D1 D4
PHOTO OF BASEMENT EQUIPMENT ROOM PHOTO OF BASEMENT EQUIPMENT ROOM
Coded Notes
S W I M M I N G S U R G E D I V I N G
P O O L T A N K P O O L
S U R G E
T A N K
Existing Chlorine Tank & Pad T.B.R.
Area for New Filter System Basement Equipment Room Plan - Renovation Layout & Materials
B1
PHOTO OF BASEMENT EQUIPMENT ROOM 1/4"=1'-0"
Section - thru Filter Room Section - thru Filter Room
A2 A3
1/4"=1'-0" 1/4"=1'-0"
"2
"1
"2/1
0
5 4 3 2 1
D D
C C
B B
Project Number
Original Issue
A A
Sheet Name
Sheet Number
Project Status
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MA
34:95:8
6202/9/1
Owner
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 W Warren Ave
Detroit, MI 48208
MARK DATE DESCRIPTION
0 02/09/2026 CONSTRUCTION DOCUMENTS
1 04/22/2026 REVISED SCOPE REBID
J20251149.000
01/28/2026
Basement Equipment
Room Plan -
Renovation
Layout & Materials
AQ-102
CONSTRUCTION DOCUMENTS

1420 Washington Blvd., Suite 301 | Detroit, MI 48226
(313) 915-4014 www.osborn-eng.com
Legend
Surge Tank Renovation Plan View - New Top of Tank System
B4
1/2"=1'-0"
Surge Tank Renovation Section View - New Top of Tank System
A4
1"=1'-0"
"2
"1
"2/1
0
5 4 3 2 1
D D
C C
B B
Project Number
Original Issue
A A
Sheet Name
Sheet Number
Project Status
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MA
34:95:8
6202/9/1
Owner
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 W Warren Ave
Detroit, MI 48208
MARK DATE DESCRIPTION
0 02/09/2026 CONSTRUCTION DOCUMENTS
1 04/22/2026 REVISED SCOPE REBID
J20251149.000
01/28/2026
Details
AQ-501
CONSTRUCTION DOCUMENTS

1420 Washington Blvd., Suite 301 | Detroit, MI 48226
(313) 915-4014 www.osborn-eng.com
P-R Pump Curve
Pool and Pump Data Sheet
"2
"1
"2/1
0
5 4 3 2 1
D D
C C
B B
Project Number
Original Issue
A A
Sheet Name
Sheet Number
Project Status
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MA
34:95:8
6202/9/1
Owner
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 W Warren Ave
Detroit, MI 48208
MARK DATE DESCRIPTION
0 02/09/2026 CONSTRUCTION DOCUMENTS
1 04/22/2026 REVISED SCOPE REBID
J20251149.000
01/28/2026
EQUIPMENT SCHEDULES
AQ-601
0 4' 8' 16'
CONSTRUCTION DOCUMENTS

1420 Washington Blvd., Suite 301 | Detroit, MI 48226
(313) 915-4014 www.osborn-eng.com
General Notes
Process Flow Diagram
PROCESS FLOW
DIAGRAMS
AQ-602
"2
"1
"2/1
0
5 4 3 2 1
D D
C C
B B
Project Number
Original Issue
A A
Sheet Name
Sheet Number
Project Status
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MA
34:95:8
6202/9/1
Owner
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 W Warren Ave
Detroit, MI 48208
MARK DATE DESCRIPTION
0 02/09/2026 CONSTRUCTION DOCUMENTS
1 04/22/2026 REVISED SCOPE REBID
J20251149.000
01/28/2026
CONSTRUCTION DOCUMENTS

5'-2" 8'-3" 5'-2"
1'-3" 14.5" 14.5"
"8/1
5
"5.62
.
CVRD WALK
190.30 LOCKERS
170
CORRIDOR 5' - 0" VIF
190.32
VESTIBULE 190.31
0' - 6" 2' - 0" 2' - 0" 0' - 6"
GA STATION
169
NUTRITION
168
LOCKERS
167
CORRIDOR
190.33
OFFICE
166
OFFICE
WORKOUT 165
160
OFFICE
164
IT / ELECT
163
CORRIDOR
190.34
WOMENS JANITOR CONFERENCE
157 158 159
LOBBY
190.35 MENS
156
CVRD WALK
190.36
"2/1
3
-
'0
"2/1
3
-
'0
MATCH EXISTING TEXTURE FLUSH CONDITION
DRILL AND EPOXY USING HIT-
HYDROPHILIC SWELLING WATER HY 200 W/ #4 BARS. EMBED 6"
STOP STRIP ON ALL FOUR SIDES INTO EXISTING CONCRETE ON
ALL FOUR SIDES OF OPENING
STAGGERED AS SHOWN
EX POOL WALL
#4 x 5'-0" BARS @
#4 AT BOTTOM OF #4 AT TOP OF #4 x 3'-0" BARS @ 12" OC STAGGERED
WALL STAGGERED WALL STAGGERED 12" OC STAGGERED
NOTE: EXISTING CONCRETE MAY CONTAIN HAZARDOUS MATERIALS. CONTRACTOR
TO COORDINATE TESTING, ABATEMENT, AND DISPOSAL IF ENCOUNTERED
EX POOL
WALL
DRILL AND EPOXY USING HIT-HY
200 W/ #4 BARS. EMBED 6" INTO
EXISTING CONCRETE ON ALL
FOUR SIDES OF OPENING
STAGGERED AS SHOWN IN 3/S-101
"6
-
'0
PYT
0' - 6" 2' - 0" 2' - 0" 0' - 6"
"0
-
'3
CAST IN PLACE CONCRETE:
1. CODES AND STANDARDS:
ALL CAST-IN-PLACE CONCRETE WORK, DETAILING, FABRICATION AND PLACING OF
REBARS AND CONCRETE SHALL BE GOVERNED BY CONTRACT DOCUMENTS AND LATEST
EDITIONS OF:
A. ACI 318 - BUILDING CODE REQUIREMENT FOR STRUCTURAL CONC.
B. ACI 315 - DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.
C. ACI 301 - SPECIFICATION OF STRUCTURAL CONCRETE.
D. ACI 117 - SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND
MATERIALS.
E. ACI 305 - SPECIFICATION OF HOT WEATHER CONCRETING.
F. ACI 306 - SPECIFICATION OF COLD WEATHER CONCRETING.
G. FIELD REFERENCE MANUAL MUST BE PRESENT ON SITE.
H. CONCRETE REINFORCING STEEL INSTITUTE (CRSI).
2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28
DAYS:
MIX USAGE fc (PSI) W/C AIR CONTENT
A. ALL EXPOSED/EXTERIOR CONC. 4,000 0.45 5%-7%
3. MATERIALS:
A. PORTLAND CEMENT: ASTM C150, TYPE I OR III.
B. AGGREGATES: ASTM C33.
C. AIR-ENTRAINING: ASTM C260.
D. REINFORCING BARS: ASTM 615 Fy = 60 KSI.
E. WELDABLE REINFORCING BARS: ASTM 706, Fy = 60 KSI.
F. ADMIXTURES:
a. LOW OR MID RANGE REDUCER: ASTM C494, TYPE A OR D.
b. HIGH RANGE WATER REDUCER: ASTM C494, TYPE F OR G.
c. ACCELERATOR: ASTM A494 TYPE C OR E.
G. FLY ASH: ASTM C618, TYPE C OR F.
4. SUBMITTALS:
A. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL WHICH INCLUDE ERECTIONS
PLANS, POUR SEQUENCE (IF APPLICABLE), CONSTRUCTION JOINTS AND/OR
EXPANSION JOINTS, ELEVATIONS AND REBAR BENDING SCHEDULES.
B. SUBMIT A MIX DESIGN FOR EACH MIX USAGE REQUIRED ON THE PROJECT.
C. SUBMIT PRODUCT LITERATURE FOR ADMIXTURES AND CURING COMPOUNDS.
D. SUBMIT REPORTS FOR ALL REQUIRED TESTING AND INSPECTIONS.
E. NO CONCRETE SHALL BE PLACED UNTIL ALL SUBMITTALS HAVE BEEN APPROVED BY
STRUCTURAL ENGINEER.
5. OPENINGS:
A. OPENINGS SHOWN ARE FOR BIDDING PURPOSES ONLY. RECONCILE THEIR EXACT
SIZES AND LOCATIONS WITH ARCHITECTURAL AND MEP REQUIREMENTS BEFORE
PROCEEDING WITH WORK.
B. IF ANY OPENING NOT SHOWN ON THE PLANS IS REQUIRED, SECURE APPROVAL OF
THE ARCHITECT OR ENGINEER BEFORE PROCEEDING.
6. FINISHES:
A. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF SPECIAL FINISHES
OR TREATMENTS OF CONCRETE.
COORD W/ EQUIPMENT SUPPLIER
7. CURING:
A. TO COMMENCE IMMEDIATELY AFTER CONCRETE PLACEMENT AND CONTINUE FOR AT
LEAST 7 DAYS. DO NOT ALLOW CURING TO BE DELAYED OVERNIGHT.
B. INTERIOR SLABS TO RECEIVE QUARRY TILE OR CERAMIC TILE ARE TO BE MOIST-
CURED WITHOUT THE USE OF A CURING COMPOUND. 6x6-W2.9xW2.9 WWF
C. ALL OTHER SLABS MAY BE EITHER MOIST-CURED OR RECEIVE AN APPLICATION OF
CURING COMPOUND.
3/4" CHAMFER
ALL AROUND
8. MISCELLANEOUS:
A. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1/2 HOUR AFTER WATER HAS
BEEN ADDED TO THE CEMENT AND AGGREGATES, ADDITION OF WATER TO THE MIX
AT THE PROJECT SITE WILL NOT BE PERMITTED. ALL WATER MUST BE ADDED AT THE
BATCH PLANT. SLUMP MAY BE ADJUSTED ONLY THROUGH THE USE OF ADDITIONAL
WATER REDUCING ADMIXTURE OR HIGH RANGE WATER REDUCING ADMIXTURE. ROUGHEN SLAB
SURFACE
POST INSTALLED ANCHOR SYSTEMS:
1. GENERAL:
A. LISTED ANCHOR PRODUCTS PROVIDED BELOW ARE NOT TO BE USED AS
INTERCHANGEABLE PRODUCTS. EACH ANCHOR HAS DEFINED CAPACITIES BASED
24" MINIMUM COORDINATE WITH
UPON TESTED PERFORMANCE WITH APPLICABLE SAFETY FACTORS AND WILL VARY
EQUIPMENT REQUIREMENTS.
ACROSS MANUFACTURERS. TYPES OF ANCHORS INDICATED THROUGHOUT THE #4 BENT BAR@ 12" OC USE HILTI HIT
ALLOW FOR 1" NON-SHRINK
DESIGN DOCUMENTS ARE DETAILED FOR THEIR SPECIFIC PURPOSE AND CAPACITY. HY200 ADHESIVE ANCHORING SYSTEM
GROUT IF REQUIRED
SUBSTITUTION OF ANCHORS FROM THOSE SPECIFIED ARE ONLY ALLOWED AFTER TO ANCHOR BAR INTO SLAB. EMBED MIN.
ENGINEER REVIEW AND APPROVAL OR AMENDMENT FROM WRITTEN REQUEST BY THE 3" INTO EXISTING CONCRETE
CONTRACTOR.
B. PROVIDE ANCHORAGE MATCHING MANUFACTURER, TYPE, DIAMETER, EMBEDMENT, NOTES:
AND BASE MATERIAL AS INDICATED IN THE DOCUMENTS. 1. COORDINATE SIZE, QUANTITY AND LOCATION OF EQUIPMENT BOLTS AND
C. ALL POST-INSTALLED ANCHORS TO BE HAMMER DRILLED. FOLLOW ALL HOLE PAD WITH EQUIPMENT SUPPLIER'S CERTIFIED DRAWINGS.
CLEANING AND INSTALLATION INSTRUCTIONS AS STIPULATED BY THE ANCHOR 2. SEE ALL DRAWINGS FOR LOCATIONS AND NUMBER OF EQUIPMENT PADS.
MANUFACTURER. FOLLOW ALL OSHA GUIDELINES FOR CONCRETE DRILLING AS IT 3. USE EPOXY ADHESIVE SYSTEM TO ANCHOR THREADED RODS INTO SLAB.
PERTAINS TO SILICA DUST. 4. EXISTING CONCRETE MAY CONTAIN HAZARDOUS MATERIALS.
D. INSTALLATION OF ADHESIVE ANCHORS MUST BE PERFORMED BY PERSONNEL CONTRACTOR TO COORDINATE TESTING, ABATEMENT, AND DISPOSAL IF
TRAINED TO INSTALL ADHESIVE ANCHORS THROUGH MANUFACTURER TRAINING ENCOUNTERED
PROGRAMS.
E. INSTALLATION OF ADHESIVE ANCHORS IN THE HORIZONTAL OR UPWARDLY INCLINED
ORIENTATION OR WHERE SUPPORTING SUSTAINED TENSION LOADS SHALL BE
INSTALLED BY CERTIFIED PERSONNEL BY ACI/CRSI INSTALLATION PROGRAMS.
F. MINIMUM CONCRETE AGE FOR POST-INSTALLED ADHESIVE ANCHORS SHALL BE NOT
LESS THAN 28 DAYS.
2. ANCHORAGE TO CONCRETE:
A. ACCEPTABLE ADHESIVE ANCHORAGE SYSTEMS:
a. HILTI HIT-HY 200 ADHESIVE FOR THREADED ROD, REINFORCING BAR, AND HILTI
SPECIFIC ROD AND INSERT SYSTEMS.
b. SIMPSON AT-XP ADHESIVE FOR THREADED ROD AND REINFORCING BAR.
3. CONSTRUCTION:
A. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE
TIPPED DRILL BIT IN ACCORDANCE WITH INSTRUCTIONS ACCOMPANYING ADHESIVE
5' - 0" VIF
CARTRIDGES AND APPLICABLE ICC-ESR.
B. ALTERNATE DRILLING METHODS, SUCH AS DIAMOND CORING, MUST BE APPROVED BY
THE ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC-ES REPORT.
C. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE ICC-ES REPORT
AND AS PRESCRIBED BY THE APPLICABLE BUILDING CODE.
1' - 6" 2' - 0" 1' - 6"
D. FASTENING ELEMENTS (THREADED RODS, REBAR AND INTERNALLY THREADED
INSERTS) MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS.
MATCH EXISTING
TEXTURE FLUSH
CONDITION
ROUGHEN CONCRETE
TO 1/4" AMPLITUDE
NOTE: EXISTING CONCRETE MAY CONTAIN HAZARDOUS MATERIALS. CONTRACTOR
TO COORDINATE TESTING, ABATEMENT, AND DISPOSAL IF ENCOUNTERED
.
0' - 4" MIN TYP
ALL SIDES
3 - #4 BARS
T/SLAB EL
SEE PLAN
"42
-/+
RERUTCAFUNAM
KNAT
/W
DROOC
5 4 3 2 1
12 13 14 15 16 17 17b 18 20
l
k
g2
D D
g1
APPROXIMATE
POOL WINDOW
INFILL LOCATION
f
REF
3 1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114
S-101 (216) 861-2020 www.osborn-eng.com
REF
3
S-101
d1
d
c1
c
b
C C
a1
0' - 6"
TANK WALL
#4 BAR @ 6" OC
B B
6" CONCRETE TANK
SUPPORT WALL
#4 BAR @ 12" OC USE HILTI HIT HY200 ADHESIVE
ANCHORING SYSTEM TO ANCHOR BAR INTO
SLAB. MIN 3" EMBEDMENT.
Project Number
Original Issue
EX. 5" SOG
NOTE: EXISTING CONCRETE MAY CONTAIN HAZARDOUS MATERIALS. CONTRACTOR
TO COORDINATE TESTING, ABATEMENT, AND DISPOSAL IF ENCOUNTERED
A A
Sheet Name
Sheet Number
Project Status
0 4' 8' 16'
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MP
53:73:9
6202/12/4
NOT IN SCOPE
POOL WINDOW INFILL PLAN VIEW
3
SCALE:NONE
Wayne State University
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 John C. Lodge Service Dr.
Detroit, MI 48208
STRUCTURAL LOCATION PLAN
1
SCALE:NONE
TYPICAL HOUSE KEEPING PAD
4
NOT IN SCOPE SCALE:NONE
MARK DATE DESCRIPTION
0 02/09/26 CONSTRUCTION DOCUMENTS
1 04/22/26 REVISED SCOPE REBID
J20251149.000
02/09/26
TANK SUPPORT
5
SCALE:NONE
STRUCTURAL DETAILS
AND NOTES
POOL WINDOW INFILL ELEVATION
2
SCALE:NONE
S-101
CONSTRUCTION DOCUMENTS

5 4 3 2 1
CERTAIN ITEMS IN THE LEGEND BELOW MAY NOT APPLY TO THIS PROJECT. CERTAIN ITEMS IN THE LEGEND BELOW MAY NOT APPLY TO THIS PROJECT.
DARK PIPING INDICATES NEW PIPING AND LIGHT INDICATES EXISTING. DARK PIPING INDICATES NEW PIPING AND LIGHT INDICATES EXISTING.
PLUMBING SYMBOL LEGEND PLUMBING SYSTEM LEGEND
SYMBOL DESCRIPTION SYSTEM DESCRIPTION
BLIND FLANGE EXISTING PIPE
CAP PIPE TO BE DEMOLISHED
CLEANOUT #" SAN SANITARY
CONNECTION - BOTTOM #" SAN UNDERGROUND SANITARY
CONNECTION - TOP #" V SANITARY VENT
D D
ELBOW - TURNED DOWN #" GW UNDERGROUND GREASE WASTE
ELBOW - TURNED UP/RISER #" OW UNDERGROUND OIL WASTE
PIPE BREAK #" ST STORM
P-TRAP #" ST UNDERGROUND STORM
REDUCER #" ES EMERGENCY STORM
UNION #" CW DOMESTIC COLD WATER
BACKFLOW PREVENTER - DOUBLE CHECK #" HW DOMESTIC HOT WATER
1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
BACKFLOW PREVETNER - REDUCED #" HW 140 degreesF DOMESTIC HOT WATER (140 oF)
PRESSURE
#" HWR DOMESTIC HOT WATER RECIRC.
BALL VALVE
#" HWR 140 degreesF DOMESTIC HOT WATER RECIRC. (140 oF)
BALANCING VALVE
#" TW TEMPERED WATER (X oF)
BUTTERFLY VALVE
#" G
NATURAL GAS
CHECK VALVE
#" X M REFER TO ABBREVIATIONS
ELEC. CONTROL VALVE
PIPE WITH HEAT TRACE
FLEXIBLE CONNECTOR
GATE VALVE
GENERIC VALVE
M METER - WATER
G METER - GAS
T/P
MIXING VALVE
C C
PLUG VALVE
PRESSURE GAUGE
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
SHUT OFF VALVE IN VERTICAL
TEMPERATURE GAUGE
WATER HAMMER ARRESTER
WATER HAMMER ARRESTER IN VERTICAL
WYE STRAINER
AREA/DECK DRAIN
FLOOR DRAIN
FLOOR SINK
HUB DRAIN
PUMP
HOSE BIBB / ROOF/WALL HYDRANT
DIRECTION OF SLOPE (DOWN)
DIRECTION OF FLOW
PIPE SLEEVE
CONNECT TO EXISTING
LIMIT OF DEMOLITION
B B
DESIGN SIZE (OPTIONAL)
PLUMBING FIXTURE AND EQUIPMENT TAG FD-1 IDENTITY TYPE
HW-88 IDENTITY TYPE KITCHEN EQUIPMENT BY OTHERS
XXX SYSTEM ABBREVIATION
RISER TAG
XX RISER IDENTIFIER
XXX SHEET VIEW
VIEW REFERENCE TAG
XX SHEET NUMBER
Project Number
Original Issue
A A
Sheet Name
Sheet Number
Project Status
0 4' 8' 16'
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
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scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MP
04:73:9
6202/12/4
GENERAL PLUMBING NOTES:
PLUMBING ABBREVIATIONS PLUMBING ABBREVIATIONS 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL 19. PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS
LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH
PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS, AS REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS (E) EXISTING I.E. INVERT ELEVATION
SPECIFIED, AND AS REQUIRED BY STATE AND LOCAL CODES. SHALL BE PROVIDED AS CLOSE TO THE EQUIPMENT AS
AAV AIR ADMITTANCE VALVE IMB ICE MAKER BOX
POSSIBLE OR AS INDICATED ON THE DRAWINGS.
AD AREA DRAIN IN-WC INCHES WATER COLUMN
2. ANY EXISTING CONDITIONS SHOWN ON DRAWINGS REFLECT
AFF ABOVE FINISHED FLOOR IW INDIRECT WASTE INFORMATION FURNISHED BY THE OWNER AND ARE 20. ALL PIPING AND EQUIPMENT SUPPORTED FROM STRUCTURAL
AFG ABOVE FINISHED GRADE IWH INSTANTANEOUS WATER HEATER (TANKLESS) ACCURATE TO THE BEST KNOWLEDGE OF THE ENGINEER. STEEL SHALL BE COORDINATED WITH GENERAL
FIELD CONDITIONS MAY VARY FROM THOSE SHOWN ON CONTRACTOR. ALL ATTACHMENTS TO STEEL BAR JOISTS,
AG AIR GAP KEC KITCHEN EQUIPMENT CONTRACTOR
DRAWINGS. THE CONTRACTOR IS TO MAKE TRUSSES, OR JOIST GIRDERS SHALL BE AT PANEL POINTS.
AHU AIR HANDLING UNIT KS KITCHEN SINK
ARCHTECT/OWNER'S REPRESENTATIVE AWARE OF ANY SEE STRUCTURAL DRAWINGS AND PLUMBING
AT ACID NEUTRALIZATION TANK L LAVATORY
DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD SPECIFICATIONS FOR REQUIRED PRODUCTS AND
AV ACID VENT LF LAVATORY FAUCET CONDITIONS PRIOR TO COMMENCING WORK. INSTALLATION OF HANGERS AND SUPPORTS. PLUMBING
AW ACID WASTE MAU MAKEUP AIR UNIT EQUIPMENT AND PIPING SHALL NOT BE SUPPORTED FROM
B BOILER MF MOP SINK FAUCET 3. PRIOR TO COMMENCING WORK, PLUMBING CONTRACTOR METAL DECK.
SHALL FIELD VERIFY EXACT LOCATION OF SERVICES, INVERT
BF BOTTLE FILLER MS MOP SINK
ELEVATIONS OF UNDERFLOOR SANITARY LINES, AND SIZES OF 21. CONTRACTOR TO INFORM THE STRUCTURAL ENGINEER IN
BFF BELOW FINISHED FLOOR N/A NOT APPLICABLE PIPING TO BE RE-USED. WRITING OF ANY SINGLE SUSPENDED LOAD IN EXCESS OF 400
BFG BELOW FINISHED GRADE NC NORMALLY CLOSED LBS.
BFP BACKFLOW PREVENTER NGVD NATION GEODETIC VERTICAL DATUM 4. CONTRACT DOCUMENT DRAWINGS FOR PLUMBING WORK
BOP BOTTOM OF PIPE NO NORMALLY CLOSED ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE 22. RUN ALL SANITARY AND STORM PIPING WITH 1% MINIMUM
AND GENERAL ARRANGEMENT ONLY. GRADE UNLESS OTHERWISE NOTED. HORIZONTAL VENT
BPP BOOSTER PUMP PACKAGE NPW NON-POTABLE WATER
PIPING SHALL BE GRADED TO DRIP BACK TO SOIL OR WASTE
BT BATHTUB ON OVERFLOW NOZZLE
5. INSTALL ALL PLUMBING FIXTURES, EQUIPMENT, AND PIPE BY GRAVITY. 2" PIPING SHALL BE RUN AT 2% MINIMUM
CA COMPRESSED AIR ORD OVERFLOW ROOF DRAIN APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS' SLOPE.
CB CATCH BASIN OW OILY WASTE SEPARATOR RECOMMENDATIONS, CONTRACT DOCUMENTS, AND
CD CONDENSATE OWS OIL WATER SEPARATOR APPLICABLE CODES AND REGULATIONS. 23. ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE
CENTERLINE OF ALL PRESSURE PIPING AND TO THE INVERT CO CLEANOUT PC PLUMBING CONTRACTOR
6. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR OF ALL GRAVITY PIPING.
CO2 CARBON DIOXIDE PD PUMP DISCHARGE
CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT CW COLD WATER (DOMESTIC) PFD PERFORATED FOUNDATION DRAIN
DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. 24. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE
DCDA DOUBLE CHECK DETECTOR ASSEMBLY PRV PRESSURE REDUCING VALVE THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST WHERE PIPE SIZE CHANGES.
DD DECK DRAIN PSI POUNDS PER SQUARE INCH CONDITIONS AND RESULTS MUST BE DETERMINED BY THE
DF DRINKING FOUNTAIN RD ROOF DRAIN PROJECT SITE CONDITIONS AND SHALL HAVE THE APPROVAL 25. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS,
OF THE ENGINEER BEFORE BEING INSTALLED. DO NOT SCALE TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING DFU DRAINAGE FIXTURE UNIT RO REVERSE OSMOSIS WATER
DRAWINGS. ACCESS ARE ACCESSIBLE.
DN DOWN RP HOT WATER RECIRCULATION PUMP
DS DOWNSPOUT RPBFP REDUCED PRESSURE BACKFLOW PREVENTER 7. COORDINATE CONSTRUCTION OF ALL PLUMBING WORK WITH 26. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING AND
DWG(S) DRAWING(S) RPDA REDUCED PRESSURE DETECTOR ASSEMBLY ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL, ETC., CLEAR OF DOORS AND WINDOWS.
EEW EMERGENCY EYEWASH RTU ROOFTOP UNIT SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS.
27. ALL ABOVE GROUND PIPING SHALL GRADE TO LOW POINTS.
ERD EMERGENCY ROOF DRAIN SAN SANITARY
8. COORDINATE EXACT LOCATIONS OF ALL GAS, COLD WATER, PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF ALL
ES EMERGENCY STORM SCW SOFT COLD WATER AND MAKE-UP WATER CONNECTIONS TO HVAC EQUIPMENT RISERS AND LOW POINTS.
ESH EMERGENCY SHOWER SD SHOWER DRAIN AND EXACT LOCATIONS OF FLOOR AND HUB DRAINS FOR
ESO EMERGENCY STORM OUTLET SH SHOWER FAUCET HVAC EQUIPMENT WITH THE HVAC CONTRACTOR PRIOR TO 28. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS
ESP ELEVATOR SUMP PUMP SI SEDIMENT/SOLIDS INTERCEPTOR INSTALLATION. SHALL BE FULL SIZE (FULL PORT) OF PIPE BEFORE REDUCING
SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS ET EXPANSION TANK SK SINK
9. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL AND SHALL BE ADJUSTED FOR SMOOTH AND EASY
EWC ELECTRIC WATER COOLER SP SUMP PUMP
TRADES INVOLVED. OFFSETS IN PIPING AROUND OPERATION.
EWH ELECTRIC WATER HEATER SS SERVICE SINK OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL
F/W FIRE & WATER SERVICE ST STORM COST TO OWNER. 29. PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT WITH
FCO FLOOR CLEANOUT SV STACK VENT ACCESSIBLE STOPS.
10. VERIFY EXACT LOCATIONS OF ALL FLOOR AND ROOF DRAINS FD FLOOR DRAIN TD TRENCH DRAIN
WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR 30. PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE
FF FINISHED FLOOR TEP TEMPERATURE AND PRESSURE RELIEF
PROPER PLACEMENT WITH RESPECT TO SLOPES. SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION,
FFD FUNNEL FLOOR DRAIN TMV THERMOSTATIC MIXING VALVE PLUMBING DEMOLITION GENERAL NOTES
COORDINATE THE INSTALLATION WITH THE APPROPRIATE NEAR THE BASE OF STACKS, EVERY 100 FEET IN HORIZONTAL
FG FINISHED GRADED TP TRAP PRIMER CONTRACTOR. RUNS AND ELSEWHERE AS INDICATED. ALL CLEANOUTS
1. SPECIFIED DEMOLITION NOTES ARE NOT TO BE CONSIDERED ALL
FS FLOOR SINK TW TEMPERED WATER SHALL BE FULL SIZE OF PIPE FOR PIPE SIZES 4 INCHES AND
INCLUSIVE OR COMPLETE IN THEMSELVES. THE CONTRACTOR SHALL
FV FLUSH VALVE TYP TYPICAL 11. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF SMALLER AND SHALL BE 4 INCHES FOR PIPE SIZES LARGER
PROVIDE ALL DEMOLITION INCIDENTAL TO AND/OR REQUIRED BY NEW
PIPES AND SUSPENDED EQUIPMENT THROUGHOUT ACCESS THAN 4 INCHES.
FW FILTERED COLD WATER UG UNDERGROUND AND RENOVATED CONSTRUCTION WHETHER OR NOT SPECIFICALLY Wayne State University
ROUTES IN MECHANICAL ROOMS.
G NATURAL GAS UH UNIT HEATER NOTED ON THE DRAWINGS AND INCLUDING, BUT NOT LIMITED TO, THE
31. WATER AND DRAIN PIPING SHALL NOT BE RUN THROUGH OR
GAL GALLON UR URINAL FOLLOWING: REMOVAL OF PLUMBING FIXTURES, TRIM, SUPPLIES, 12. ALL TESTS SHALL BE COMPLETED BEFORE ANY PLUMBING ABOVE ELECTRICAL SWITCH GEAR OR ROOMS, ELEVATOR
TRAPS, VALVES, CLEANOUTS, DRAINS, WATER HEATERS, SUPPORTING
GC GENERAL CONTRACTOR UT UTILITY TUB EQUIPMENT OR PIPING INSULATION IS APPLIED. SHAFTS, ELEVATOR MACHINE ROOMS, OR TELEPHONE
STEEL, RELATED PIPING AND ACCESSORIES THAT MIGHT REASONABLY
GCO GRADE CLEANOUT V VENT ROOMS.
BE REQUIRED TO BE REMOVED IN PREPARATION FOR THE
13. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF
GD GARBAGE DISPOSAL VA VALVE INSTALLATION OF NEW CONSTRUCTION, SPECIFIED FIXTURES OR
EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE 32. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR
GI GREASE INTERCEPTOR VB VACUUM BREAKER OWNER FURNISHED EQUIPMENT REQUIRING PLUMBING SERVICES.
MANUFACTURER SHALL BE USED. ALL COMPONENTS, ADAPTERS, AND FITTINGS TO MAKE FINAL Wayne State University
GPD GALLONS PER DAY VS VENT STACK CONNECTIONS TO ALL PLUMBING FIXTURES AS WELL AS
2. THE PLANS WERE DEVELOPED FROM INFORMATION SUPPLIED BY
GPH GALLONS PER HOUR VTR VENT THROUGH ROOF 14. CONCRETE HOUSEKEEPING PADS TO SUIT PLUMBING FIXTURES PROVIDED BY OTHER CONTRACTORS.
REFERENCED DRAWINGS AND EXISTING CONDITIONS OBSERVED. THE Athletics - Matthaei Pool
GPM GALLONS PER MINUTE W WASTE EQUIPMENT SHALL BE SIZED AND LOCATED BY THE PLUMBING
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE
CONTRACTOR. MINIMUM CONCRETE PAD THICKNESS SHALL 33. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY;
GPP GREASE PUMP OUT PORT WC WATER CLOSET
FIELD PRIOR TO COMMENCING ANY WORK. ANY DISCREPANCIES BE 4 INCHES. PAD SHALL EXTEND BEYOND THE EQUIPMENT A WHATEVER IS CALLED FOR IN ONE SHALL BE REQUIRED AS IF
GPR GAS PRESSURE REGULATOR WCO WALL CLEAN OUT BETWEEN THE DRAWINGS AND EXISTING CONDITIONS ARE TO BE Upgrades
MINIMUM OF 4 INCHES ON EACH SIDE. CONCRETE CALLED FOR IN BOTH. WHERE CONFLICTS BETWEEN THE
GT GREASE TRAP WH WALL HYDRANT REPORTED TO THE OWNER/ARCHITECT IN WRITING PRIOR TO STARTING
HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL SPECIFICATIONS AND DRAWINGS MAY OCCUR, THE MOST
GW GREASE WASTE WS WASTE STACK WORK ON A GIVEN ITEM AND BEFORE INCURRING ANY ADDITIONAL CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE COSTLY OF THE TWO OPTIONS SHALL TAKE PRECEDENCE.
COST.
GWH GAS WATER HEATER WSFU WATER SUPPLY FIXTURE UNITS PLUMBING CONTRACTOR TO COORDINATE SIZE AND
LOCATION OF CONCRETE HOUSEKEEPING PADS WITH
HB HOSE BIBB WUB WALL UTILITY BOX
3. THE CONTRACTOR SHALL MAINTAIN EXISTING SERVICES TO AND IN THE
GENERAL CONTRACTOR & WITH APPROVAL OF THE OWNER'S
HP HORSE POWER EXISTING AREA(S) AS REQUIRED. [CONFIRM IF APPLICABLE]
REPRESENTATIVE.
HST HOT WATER STORAGE TANK
HW HOT WATER (DOMESTIC) 4. CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH 15. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER 5101 John C. Lodge Service Dr.
KEEPING THE EXISTING SYSTEMS ONLINE AND SHALL PROVIDE
HWR HOT WATER RECIRCULATION INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE
TEMPORARY SERVICES IF NECESSARY. [CONFIRM IF APPLICABLE] Detroit, MI 48208
PLUMBING CONTRACTOR.
5. THIS CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING IN ADVANCE
16. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND
OF ANY UTILITY SERVICE INTERRUPTIONS.
CEILINGS, WHERE REQUIRED, TO SERVICE VALVES AND
OTHER CONCEALED PLUMBING EQUIPMENT. ACCESS PANELS
6. ALL WALLS, CEILINGS, FLOORS, ETC., BEING DISTURBED BY THE WORK
SHALL BE TURNED OVER TO GENERAL CONTRACTOR FOR
SHALL BE RETURNED TO FINISHED CONDITIONS TO MATCH EXISTING BY
INSTALLATION.
THE CONTRACTOR AND SHALL BE RESPONSIBLE FOR THEIR OWN
CUTTING & PATCHING AS NECESSARY UNDER THE CONTRACT UNLESS
17. ALL EQUIPMENT, PIPING, ETC. SHALL BE SUPPORTED AS
NOTED OTHERWISE IN FRONT END SPECIFICATIONS. DEMOLITION SHALL
REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION.
PLUMBING BUILDING CODE DATA BE PERFORMED IN SUCH A MANNER THAT WILL NOT DAMAGE
ADJOINING SURFACES OR EQUIPMENT INDICATED TO REMAIN. 18. VENT PIPING SHALL BE SO GRADED AND CONNECTED AS TO
DRAIN BACK TO THE DRAINAGE PIPING BY GRAVITY, AN IN
APPLICABLE CODES APPLICABLE STANDARDS 7. EXISTING EQUIPMENT AND MATERIALS SHALL BE TURNED OVER TO THE
ACCORDANCE WITH THE LOCAL PLUMBING CODE.
OWNER. IF NOT REQUIRED BY OWNER, THE CONTRACTOR SHALL
2021 MICHIGAN BUILDING CODE ASHRAE 90.1 - 2019
REMOVE SAID EQUIPMENT AND MATERIALS FROM THE PREMISES
2021 MICHIGAN PLUMBING CODE
DISPOSE OF IN A LEGAL MANNER. 2021 MICHIGAN ENERGY CODE
2019 MICHIGAN FIRE CODE
8. WHERE DEMOLITION WOULD AFFECT THE STRUCTURAL INTEGRITY OF
2023 MICHIGAN ELECTRICAL CODE
THE BUILDING, THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH DEMOLITION.
PLUMBING DRAWING INDEX
9. THE CONTRACTOR SHALL REMOVE THE EXISTING FIXTURES, RELATED
PIPING AND ACCESSORIES AS NOTED. CAP AND CONCEAL SANITARY,
P-001 PLUMBING SYMBOL LEGEND AND NOTES
VENT AND WATER PIPING BELOW FLOOR, ABOVE CEILING AND/OR IN
WALLS AS REQUIRED AND NOTED. REMOVE ALL PIPING NOT REQUIRED P-101 BASEMENT PIPING PLAN
FOR RENOVATION AND CAP AT NEAREST SERVICE VALVE OR ACTIVE P-102 FIRST FLOOR PIPING PLAN
MAIN LINE. P-401 ENLARGED PLUMBING PLANS
10. DEMOLITION BACK TO ACTIVE MAINS SHALL BE WITHIN 24 INCHES.
11. [FOR PROJECTS WHERE SLAB CUTTING IS REQUIRED FOR SLAB-ON-
GRADE APPLICATIONS, THE CONTRACTOR SHALL BE REQUIRED TO
BACKFILL, COMPACT AND REINSTALL VAPOR BARRIER]
MARK DATE DESCRIPTION
12. CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION MANAGER
0 02/09/26 CONSTRUCTION DOCUMENTS
AND OWNER'S REPRESENTATIVE REGARDING TESTING AND ABATEMENT
1 04/22/26 REVISED SCOPE REBID
OF ANY HAZARDOUS MATERIAL PRIOR TO STARTING ANY DEMOLITION
WORK.
J20251149.000
02/09/26
PLUMBING SYMBOL
LEGEND AND NOTES
P-001
CONSTRUCTION DOCUMENTS

12 13 14 15 16 17 17b 18 20
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g2
(E) 4"
g1
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(E) 4"
d1
(E) 4"
d
c1
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(E) 4" (E) 4"
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(E) CO
(E) 4"
(E) 4"
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(E) 4"
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3" UP
(E) 3"
(E) 4"
(E) 4"
1 1/2" UP
(E) 2" VAC
(E) 3"
4" UP
4"
E)
( 6" UP 6" UP
6" UP
6" UP
3" UP
(E) RUNNING TRAP,
TYP
6" UP
6" UP
(E) 6"
(E) 4" (E) 4"
"6
)E(
1
(E) 2" VAC
1 1
1
(E) 4"
1
1
1
1
6" UP
1
(E) 2" VAC
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5 4 3 2 1
D D
1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114
(216) 861-2020 www.osborn-eng.com
2
2
C C
2
2
4
2
1
(E) 4"
3 5
8 2
2" PD 3
B B
2 6
1
P-401
7
Project Number
Original Issue
A A
Sheet Name
Sheet Number
Project Status
0 4' 8' 16'
5 4 3 2 1
tvr.52R-PM_sedargpU
looP
ieahttaM
-
scitelhtA
USW_000.94115202J/sedargpU
looP
ieahttaM
-
scitelhtA
USW//:scoD
ksedotuA
MP
64:73:9
6202/12/4
GENERAL SHEET NOTES
1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT
OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION AND PROPER INSTALLATION OF ALL PLUMBING SYSTEMS. THE
CONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS AND FITTINGS
WHICH MAY BE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER
CONDITIONS.
2. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL,
ETC. FOR THE PROPER INSTALLATION OF ALL PLUMBING SYSTEMS.
3. THE CONTRACTOR SHALL COORDINATE FLOOR, WALL, AND ROOF
PENETRATIONS, ETC. WITH GENERAL TRADES.
4. THE CONTRACTOR SHALL VERIFY ALL CLEARANCES PRIOR TO FABRICATION
OF ANY WORK.
5. PIPING SHALL NOT BE LOCATED ABOVE ANY ELECTRICAL PANELS OR
EQUIPMENT.
Wayne State University
Wayne State University
Athletics - Matthaei Pool
Upgrades
5101 John C. Lodge Service Dr.
Detroit, MI 48208
SHEET KEYNOTES:
1 EXISTING FOOTER DRAIN.
2 EXISTING SEWER. CONTRACTOR TO PROVIDE CAMERA INSPECTION TO
DETERMINE PIPE CONDITION. PROVIDE REPORT DOCUMENTING PIPE ROUTING,
GENERAL MATERIAL CONDITION, LOCATION OF ISSUES, AND A DIGITAL COPY OF
VIDEO TO OWNER.
3 TO POOL EQUIPMENT.
4 EXISTING POOL DRAIN. CONTRACTOR TO PROVIDE CAMERA INSPECTION TO
DETERMINE PIPE CONDITION. PROVIDE REPORT DOCUMENTING PIPE ROUTING,
GENERAL MATERIAL CONDITION, LOCATION OF ISSUES, AND A DIGITAL COPY OF
VIDEO TO OWNER.
5 EXISTING SUMP AND SUMP PUMPS.
6 EXISTING BACKFLOW PREVENTER TO REMAIN.
7 EXISTING DOMESTIC WATER SERVICE.
8 POOL EQUIPMENT, REFER TO POOL DRAWINGS.
MARK DATE DESCRIPTION
0 02/09/26 CONSTRUCTION DOCUMENTS
1 04/22/26 REVISED SCOPE REBID
J20251149.000
02/09/26
BASEMENT PIPING
PLAN
LEVEL 01 - SANITARY PLAN
1
SCALE: 1/8" = 1'-0"
P-101
CONSTRUCTION DOCUMENTS