WWTP_TUNNEL_SHORING_BID_DRAWINGS.pdf

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DEPARTMENT OF ENGINEERING

CITY HALL

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ONEONTA, NY 13820

(607) 432-6465

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06/03/2025

WENDEL ENGINEERING

WENDEL ENGINEERING

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CITY OF ONEONTA

DEPARTMENT OF ENGINEERING

FILED MAP# 3169

WASTE WATER TREATMENT PLANT

TUNNEL ROOF SHORING

MARK DRNEK

Mayor

JUNE 2025

CONTRACT 2025-G-018

SET#____

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CITY OF

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DAVID MERZIG

City Attorney

GREG MATTICE, P.E.

City Administrator

ELAYNE MOSHER-CAMPOLI

1st Ward Council Member

CECELIA WALSH-RUSSO

2nd Ward Council Member

SHANNON McHUGH 3rd Ward Council Member

KAYTEE LIPARI SHUE

4th Ward Council Member

LEN CARSON

5th Ward Council Member

SCOTT HARRINGTON

6th Ward Council Member

MICHAEL FORSTER ROTHBART

7th Ward Council Member

DON MATHISEN

8th Ward Council Member

GINO HUGGINS

Project Engineer

CHRIS YACOBUCCI

Public Works Director

DRAWING LIST:

G-000 COVER AND DRAWING LIST

G-010 PROJECT NOTES AND EMERGENCY CONTACT INFO

S-001 STRUCTURAL NOTES

S-100 SHORING PLAN AND DETAILS

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text WARNING - IT IS A VIOLATION OF NEW YORK EDUCATION LAW SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW, SECTION 7209.2.

AutoCAD SHX Text WARNING - IT IS A VIOLATION OF NEW YORK EDUCATION LAW SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW, SECTION 7209.2.

AutoCAD SHX Text N

19 08

CITY OF

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NEW YORK

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A L

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DEPARTMENT OF ENGINEERING

CITY HALL

258 MAIN STREET

ONEONTA, NY 13820

(607) 432-6465

Drawing No.

Project No.

Sheet No.

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Date

REVISIONS

No. By Description

City of Oneonta Department of Engineering Filed Map No.

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2025-018

06/03/2025

WENDEL

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GENERAL NOTES:

1. THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING, TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO

JUDGE FOR HIMSELF THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT. NO EXTRA COMPENSATION WILL BE ALLOWED HIM BECAUSE OF HIS FAILURE TO INCLUDE IN HIS BID ALL ITEMS AND MATERIALS WHICH HE

IS REQUIRED TO FURNISH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL CONDITIONS AND DIMENSIONS. IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL USE THE FIELD CONDITIONS AND DIMENSIONS AND MAKE THE APPROPRIATE CHANGES TO THOSE SHOWN ON THE PLANS AS APPROVED BY THE ENGINEER. THE RESULTS OF THIS CHECK OF CONDITIONS AND DIMENSIONS SHALL BE SO NOTED ON THE DRAWINGS SUBMITTED FOR

APPROVAL.

3. THERE SHALL BE NO CLAIM AGAINST THE CITY MADE BY THE CONTRACTOR FOR WORK PERTAINING TO MODIFICATIONS AS MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN BY THE DETAILS AND DIMENSIONS ON THE CONTRACT PLANS. THE CONTRACTOR WILL BE PAID AT THE UNIT BID PRICE FOR THE ACTUAL QUANTITIES OF MATERIALS USED OR FOR THE WORK PERFORMED, AS INDICATED, BY THE VARIOUS ITEMS IN THE CONTRACT.

4. LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED AS EXISTING AND/OR TO BE CONSTRUCTED AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THEIR EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS AND TAKE THE NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE WITH OR DAMAGE TO THESE OR OTHER

FACILITIES DURING THE COURSE OF CONSTRUCTION.

5. IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN INTERRUPTION IN SAID SERVICE, HE SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY CEASE HIS WORK OPERATION UNTIL SERVICE IS

RESTORED. ELECTRIC AND GAS UTILITIES MUST DO THEIR OWN REPAIRS.

6. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING FACILITY CAUSED BY HIS OPERATIONS WHICH IS NOT INCLUDED AS PART OF THE INTENDED WORK. ALL DAMAGE TO THE EXISTING FACILITY WHICH IS NOT PART OF THE INTENDED WORK SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT COST TO THE CITY AND TO THE SATISFACTION OF

THE ENGINEER.

7. CARE SHALL BE TAKEN TO RETAIN NATURAL GROWTH AND TO PREVENT DAMAGE TO TREES WITHIN AND OUTSIDE THE LIMITS OF CONSTRUCTION, AND NOT SCHEDULED FOR REMOVAL. ANY DAMAGE CAUSED TO THIS NATURAL GROWTH SHALL BE

RESTORED AT THE EXPENSE OF THE CONTRACTOR AS DIRECTED BY THE ENGINEER.

8. THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS AT ALL TIMES IN CONFORMANCE WITH APPLICABLE OSHA

REGULATIONS.

9. ALL EXCAVATIONS TO BE PLATED SHALL UTILIZE A MINIMUM ONE-INCH THICK PLATE. THE PLATE SHALL BE SECURELY FASTENED DOWN TO THE SATISFACTION OF THE ENGINEER AND SHALL BE STRUCTURALLY CAPABLE OF CARRYING ALL

IMPOSED LOADS.

10. THE CONTRACTOR MUST ACQUAINT HIMSELF WITH DRAINAGE CHARACTERISTICS OF THE AREA SO THAT HE WILL PROGRESS

HIS WORK EFFICIENTLY WITH FULL KNOWLEDGE OF THE POTENTIAL DRAINAGE PROBLEMS.

11. CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR STAGING AREAS.

12. CONTRACTOR SHALL ARRANGE A SUITABLE AREA FOR DISPOSAL OF MATERIAL EXCAVATED FROM THE CONSTRUCTION SITE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMITS THAT MY BE REQUIRED FOR PLACEMENT OF MATERIAL

EXCAVATED FROM THE SITE.

DEFINITIONS:

THE WORDS "SHALL," "SHOULD," AND "MAY," AS USED IN THE

CONTRACT DOCUMENTS, HAVE THE FOLLOWING MEANINGS:

SHALL - A MANDATORY CONDITION IN THE DESIGN, APPLICATION,

OR LOCATION OF DEVICE REQUIREMENTS HAVING "SHALL"

STIPULATIONS ARE MANDATORY. NO DISCRETION IN THE

FOLLOWING OF THIS ITEM.

SHOULD - AN ADVISORY CONDITION WHERE "SHOULD" IS USED IN

RELATION TO A PROVISION, THAT PROVISION IS RECOMMENDED,

AND NORMALLY IS TO BE FOLLOWED, BUT IS NOT MANDATORY.

DEVIATION FROM SUCH PROVISION IS PERMISSIBLE IF, AND TO

THE EXTENT, THERE IS JUSTIFIABLE CAUSE TO DO SO.

MAY - A PERMISSIVE CONDITION, NO REQUIREMENT FOR DESIGN

OR APPLICATION IS INTENDED.

CONTACT INFORMATION

EMERGENCY 911

POISON CONTROL CENTER 1-800-336-6997

A.O. FOX HOSPITAL

MAIN 607-432-2000

EMERGENCY DEPARTMENT 607-431-5000

CITY OF ONEONTA DEPT. OF PUBLIC SERVICE 607-432-2100

GINO HUGGINS, PROJECT ENGINEER 607-431-1326, 607-267-1695[C]

CHRIS YACOBUCCI, PUBLIC WORKS DIRECTOR, 518-557-8341[C]

GREG MATTICE, P.E, CITY ADMINISTRATOR 607-287-7123[C]

MAUREEN SEYMOUR, SENIOR GIS/ENGINEERING TECH 607-431-1365

JACOB WELSH, ENGINEERING TECHNICIAN 607-431-1231

JEROMY WRIGHT, WATER/SEWER SUPERVISOR 607-432-2100, 607-242-3342[C]

TODD CLEAVELAND, GENERAL SUPERVISOR (STREETS) 607-432-2100, 607-353-9331[C]

CITY OF ONEONTA FIRE DEPARTMENT

NON-EMERGENCY 607-433-3480

CITY OF ONEONTA POLICE DEPARTMENT

NON-EMERGENCY 607-432-1113

CITY OF ONEONTA PUBLIC TRANSIT 607-432-7100

EMERGENCY 607-432-1111

NON-EMERGENCY 607-433-3475

CITY OF ONEONTA PURCHASING

JOHN JANITZ , PURCHASING AGENT 607-432-0410

NYSEG

ELECTRIC

KYLE BESEMER, LINE SUPERVISOR 607-386-3301[C], 607-431-9122

GAS - EMERGENCY 1-800-572-1121 OR 585-484-5174

TERRY GRIFFIN, FIELD INSPECTOR 607-624-7051, 607-376-1993[C]

SPECTRUM / CHARTER

KEITH THAYER, FOREMAN - 607-584-0629, 607-386-5600[C]

VERIZON

DAMON SANDLE, LOCAL MANAGER -FIELD OPERATIONS 607-432-9806, 607-684-4718[C]

SPECIFICATIONS

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMANCE WITH

THE SPECIFICATIONS INCLUDED IN THE CONTRACT DOCUMENTS

SEQUENCE OF CONSTRUCTION

1. THE CONTRACTOR SHALL COMPLETE ALL CONSTRUCTION OPERATIONS IN ACCORDANCE WITH

SECTION 108 - SEQUENCE OF CONSTRUCTION.

2. CONTRACTOR SHALL COMMIT AN APPROPRIATE WORKFORCE TO ADHERE TO THE CONSTRUCTION

SEQUENCING RULES OUTLINED IN SECTION 108 OF THE SPECIFICATIONS.

3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO PAVEMENT AND

SIDEWALKS DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS. ANY SUCH DAMAGE WILL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE, AOBE.

4. COORDINATE ALL CONSTRUCTION SEQUENCE OPERATION WITH THE CITY DEPARTMENT OF

ENGINEERING AND DEPARTMENT OF PUBLIC WORKS.

AutoCAD SHX Text WARNING - IT IS A VIOLATION OF NEW YORK EDUCATION LAW SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW, SECTION 7209.2.

1.

2.

A.

B.

C.

3.

4.

5.

DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE AISC SPECIFICATIONS

AND CODES, LATEST EDITIONS.

ALL STRUCTURAL STEEL SHALL BE NEW STEEL WHICH CONFORMS TO ASTM WITH THE FOLLOWING MINIMUM FOR YIELD STRESS (Fy):

“W” SHAPES 50 KSI, ASTM A992

ALL OTHER STEEL 36 KSI, ASTM A36

HIGH STRENGTH BOLTS ASTM A325 OR A490

FOR CONNECTIONS TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL MAKE ALL NECESSARY MEASUREMENTS AND COORDINATE DETAILS WITH THE EXISTING CONDITIONS, PRIOR TO PREPARATION OF

SHOP DRAWINGS.

NON-SHRINK GROUT: "MASTER FLOW 713" BY MASTER BUILDERS OR APPROVED EQUIVALENT.

ADHESIVE ANCHORS: ASTM A36 THREADED ROD, NUTS AND WASHERS WITH TWO-COMPONENT, GLASS- ENCLOSED VINYLESTER RESIN ADHESIVE CAPSULES. "HIT-HY 200, BY HILTI" OR APPROVED EQUIVALENT.

1.

A.

B.

C.

D.

E.

F.

G.

ALL VISUALLY GRADED WOOD AND TIMBER SHALL BE NEW TIMBER WITH THE FOLLOWING MINIMUM

MATERIAL PROPERTIES:

SPECIES: SPRUCE PINE FIR NO. 2 OR BETTER

EXTREME FIBER BENDING STRESS 875 PSI

SHEAR STRESS 135 PSI

COMPRESSION PARALLEL TO GRAIN 1,150 PSI

COMPRESSION PERPENDICULAR TO GRAIN 425 PSI

TENSION PARALLEL TO GRAIN 450 PSI

MODULUS OF ELASTICITY 1,400,000 PSI

2. ALL WOOD AND TIMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%.

3. ALL WOOD FRAMING MEMBERS IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE-TREATED.

1.

2.

3.

4.

5.

6.

7.

8.

PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS.

BEFORE SUBMITTING BID, CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE CONDITIONS ON WHICH HIS WORK IS IN ANY WAY DEPENDENT FOR THE BEST WORKMANSHIP AND OPERATION ACCORDING TO THE

INTENT OF CONSTRUCTION DOCUMENTS.

THE CONTRACTOR SHALL SUBMIT, CERTIFICATIONS, CATALOG CUT SHEETS, AND PRODUCT DATA FOR ANY MATERIAL OR PRODUCT SUBSITUTIONS FOR REVIEW. ANY SUBSTITUTIONS SHALL BE APPROVED PRIOR TO

SUBMITTING BID PROPOSALS.

DEMOLITION AND CONSTRUCTION WORK SHALL BE EXECUTED IN A SAFE, CAREFUL AND ORDERLY MANNER, WITH THE LEAST POSSIBLE NOISE, DUST AND DISTURBANCE TO THE OWNER. CONTRACTOR SHALL COORDINATE CONSTRUCTION SEQUENCING WITH THE OWNER SO AS NOT TO DISRUPT THE OWNER ’S

OPERATIONS.

CONTRACTOR SHALL PROTECT EXISTING BUILDING CONSTRUCTION AND EQUIPMENT SCHEDULED TO REMAIN. COORDINATE DEMOLITION WITH THE DRAWINGS. REMOVE FROM PROJECT SITE ALL DEMOLISHED MATERIALS NOT INDICATED TO BE SALVAGED. ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF

THE CONTRACTOR WHO SHALL LEGALLY DISPOSE OF SUCH MATERIALS.

CONTRACTORS SHALL MAINTAIN AT ALL TIMES, ALL EXISTING SMOKE AND FIRE PROTECTION SYSTEMS.

CONTRACTORS SHALL AT ALL TIMES, KEEP ALL EXISTING EXITS FREE AND CLEAR OF DEBRIS. UPON

COMPLETION OF WORK ON EACH WORKDAY, LEAVE PREMISES NEAT AND ORDERLY.

WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE WORK.

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335 Wendel WD Architecture, Engineering, Surveying and

Landscape Architecture, P.C

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS

AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF

WENDEL WD ARCHITECTURE, ENGINEERING, SURVEYING AND LANDSCAPE

ARCHITECTURE, P.C. AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR

ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WENDEL.

UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING,

DESIGN, SPECIFICATION, PLAN OR REPORT IS A VIOLATION OF SECTION 7209,

PROVISION 2 OF THE NEW YORK STATE EDUCATION LAW.

12" = 1'-0"

CITY OF ONEONTA

WASTEWATER TREATMENT

PLANT IMPROVEMENTS

TUNNEL ROOF SHORING

CONSTRUCTION

DOCUMENTS

STRUCTURAL NOTES

S001

06-09-2025

DWS

402103

JDM

DESIGN LOADS

DESIGN CODE

2020 NEW YORK STATE BUILDING CODE

2020 NEW YORK STATE EXISTING BUILDING CODE REPAIRS

BUILDING RISK CATEGORY III

DEAD LOADS

6" SIDEWALK 75 PSF

6" HOLLOW-CORE PRECAST PLANK 45 PSF

PIPING & CONDUIT ALLOWANCE 30 PSF

LIVE LOADS

VEHICULAR LIVE LOAD 250 PSF

SNOW LOAD

GROUND SNOW LOAD (Pg) 50 PSF SNOW IMPORTANCE FACTOR (Is) 1.1

BALANCED SNOW LOAD 55 PSF

STRUCTURAL STEEL

WOOD AND TIMBER

ABBREVIATIONS

A A.F.F. Above Finished Floor ADD'L. Additional ADH. Adhesive ADJ. Adjustable A.S.D. Allowable Strength Design ALT. Alternate ALUM. Aluminum A.C.I. American Concrete Institute A.I.A. American Institute Of Architects A.I.S.C. American Institute Of Steel Construction A.P.A. American Plywood Association A.S.T.M. American Society For Testing And Materials A.S.C.E. American Society Of Civil Engineers A.W.S. American Welding Society A.W.P.A. American Wood Preservers' Association AB. Anchor Bolt APPROX. Approximate A.S.I. Architect's Supplemental Instruction A/E Architect/Engineer ARCH'L Architectural ASPH. Asphalt AVG. Average

B B/B Back To Back B.PL. Base Plate BRG. Bearing BRG. PL. Bearing Plate B.O.C. Beginning of Curve B.M. Bench Mark BTWN. Between BEV. Bevel BLK. Block BLK'G Blocking BOTT. Bottom B.C. Bottom Chord B/ Bottom Of B.F. Braced Frame

C CANTIL. Cantilever C.I. Cast Iron C.I.P. Cast-In-Place C.B. Catch Basin CLG. Ceiling CTR. Center CL. Center / Column Line C.O. Cleanout CLR. Clear C.F.M.F. Cold-Formed Metal Framing COL. Column C.J.P. Complete Joint Penetration CONC. Concrete C.M.U. Concrete Masonry Unit C.R.S.I. Concrete Reinforcing Steel Institute CW Concrete Wall CONN. Connection CONSTR. Construction C.J. Construction Joint C.M. Construction Manager C.S.I. Construction Specifications Institute CONT. Continuous COORD. Coordinate COV. Cover

D D.L. Dead Load DEMO. Demolition DET. Detail DEV. Development DIA. Diameter DIM. Dimension DBL. Double DWL. Dowel DWG. Drawing D.P. Drilled Pier

ABBREVIATIONS

E EA. Each E.E. Each End E.F. Each Face E.S. Each Side E.W. Each Way E.O.D. Edge Of Deck E.O.P. Edge Of Plate E.O.S. Edge Of Slab ELEC. Electric EL. Elevation ELEV. Elevator ENGR. Engineer E.O.R. Engineer Of Record EQ. Equal EQUIP. Equipment EST. Estimate EX. Existing EXP. Expansion E.J. Expansion Joint EXT. Exterior

F FAB. Fabrication F.S. Far Side F.R.P. Fiberglass Reinforced Plastic FIN. Finish FIN. FLR. Finish Floor F.F.E. Finish Floor Elevation FLR. Floor FT. Foot / Feet FTG. Footing FDN. Foundation FRMG. Framing

G GA. Gage / Gauge GAL. Gallon GALV. Galvanized G.C. General Contractor GLU LAM Glue Laminated Lumber GLAM Glue Laminated Lumber G.B. Grade Beam

H HT. Height H.C.P.P. Hollow Core Precast Plank H.M. Hollow Metal HSS Hollow Structural Steel HORIZ. Horizontal

I INCL. Included INFO. Information I.D. Inside Diameter I.F. Inside Face INSUL. Insulation INT. Interior INV. Invert

J JT. Joint

K K Kip K.S.F. Kip Per Square Foot K.S.I. Kips Per Square Inch K.B. Knee Brace

ABBREVIATIONS

L L Angle LAD. Ladder LVL Laminated Veneer Lumber L.F. Linear Feet (Foot) L.L. Live Load L.R.F.D. Load and Resistance Factor Design LOC. Location L.L.H. Long Leg Horizontal L.L.V. Long Leg Vertical L.S.H. Long Side Horizontal L.S.V. Long Side Vertical LONG. Longitudinal L.D.F.C. Low Density Foam Concrete Fill LBS. Pound

M MFR. Manufacturer MAS. Masonry M.O. Masonry Opening MAT'L Material MAX. Maximum MECH. Mechanical M.E.P. Mechanical / Electrical / Plumbing MTL. Metal MIN. Minimum MIRR. Mirror MISC. Miscellaneous M.F. Moment Frame

N N.F. Near Face N..S. Near Side N.A.V.D. North American Vertical Datum N/A Not Applicable N.I.C. Not In Contract N.T.S. Not To Scale

O o.c. On Center OWT Open Web Truss OPNG. Opening OPP. Opposite O.D. Outside Diameter O.F. Outside Face O.H. Overhang

P PSL Parallel Strand Lumber P.J.P Partial Joint Penetration PART. Partition PVMT. Pavement PERF. Perforated PERP. Perpendicular PL. Plate PLAT. Platform PLBG. Plumbing PLYWD. Plywood P.O.I. Point of Interconnection P.O.T. Point of Tangent POLY. Polyethylene (Plastic) P.V.C. Polyvinyl Chloride (Plastic) PT. CONC. Post-Tensioned Concrete P.S.F. Pound Per Foot P.S.I. Pound Per Square Inch P.C.F. Pounds Per Cubic Foot P.L.F. Pounds Per Linear Foot P.S.F. Pounds Per Square Foot P.S.I. Pounds Per Square Inch PRCST. Precast P.C.I. Precast/Prestressed Concrete Institute PRELIM. Preliminary PT. Pressure Treated PROJ. Projection PROP. Property

ABBREVIATIONS

Q Q.A. Quality Assurance Q.C. Quality Control QTY. Quantity

R RAD. Radius REF. Reference REINF. Reinforce REBAR Reinforcing Steel Bars REQ'D Required REV. Revision RT. Right R.O.W. Right Of Way R.D. Roof Drain R.H. Roof Hatch R.T.U. Roof Top Unit R.V. Roof Vent R.O. Rough Opening

S S.J. Sawcut Joint SCHED. Schedule SECT. Section SHT. Sheet SIM. Similar S. South SPEC. Specification SQ. Square S.F. Square Foot (Feet) S.S. Stainless Steel STD. Standard STL. Steel S.D.I. Steel Deck Institute S.J.I. Steel Joist Institute STIFF. Stiffener STRUCT. Structural SURV. Survey SYM. Symmetrical

T TEMP Temporary THK. Thick / Thickness T.B.D. To Be Determined T&B Top and Bottom T/ Top of T/CONC Top of Concrete T/FTG Top of Concrete Footing T/FDN Top of Foundation T/MAS Top of Masonry T/STEEL Top of Steel T/WALL Top of Wall T. Tread TYP. Typical

U U.L. Underwriters Laboratories U.N.O. Unless Noted Otherwise U.O.N. Unless Otherwise Noted

V VAR. Varies VOL. Volume

W WT. Weight W.W.F. Welded Wire Fabric W.W.R. Welded Wire Reinforcement WF Wide Flange w/ With WD. Wood W.P. Working Point

GENERAL NOTES

0 ISSUED FOR CONSTRUCTION 06-09-2025

S100

S100

S100

S100

E.J.

S100

4'- 0"

M

AX

2'- 0"

M

IN

W8x31

W8x31

3- 2x

3- 2x

3- 2x

SHORING POST, TYP

EX. HOLLOWCORE

PRECAST PLANK TO BE

SHORED

NOTE:

EXIST SITE SLAB ABOVE ROOF NOT SHOWN FOR CLARITY

EX. 10" CONC. WALL

EX. 10" CONC. WALL

S100

S100

EX. HOLLOWCORE

PRECAST PLANK TO

REMAIN

EX.

HCPP

SPAN

RE

Q'

D, S

EE

P

LA

N

AD

D'

L

SH

OR

IN

G

AS

8'-0"

W8x31

T/TUNNEL FLR

EL. 0.00'

T/PLANK

EL. 10.50'

3-2x12 (PT) BUILT-UP WOOD BEAM (TYP) FASTEN PLYS WITH (2) ROWS #10x4-1/2"

LONG WOOD SCREWS @12" o.c. PER ROW

SHORING POSTS, (4)

PER HCPP SEE NOTE 2

S100

(4) 1/2" Ø ADHESIVE ANCHORS

w/ 4" EMBED, TYP

(4) 1/2"Ø BOLTS,

COORDINATE w/ POST CAP

PLATE REQUIREMENTS

8'-0"

3'-0" o.c. MAX, SEE NOTE 5 WD BMs

1" THICK NON-SHRINK

GROUT BED, TYP

EXISTING UTILITIES AND

UTILITY SUPPORTS, VIF

MIN

2'-0"

MAX

4'-0"

MIN

2'-0"

TYP

3'-0" MAXEX. SITE PAVEMENT

EX. PLANK TO BE SHORED

EX. FOUNDATION

3-2x4 BUILT-UP WOOD POST AS REQ'D (TYP) FASTEN PLYS WITH (2) ROWS #10x4-1/2" LONG WOOD SCREWS @ 6" o.c. PER ROW

(2) SIMPSON STRONG-TIE

LCE CONNECTORS (TYP)

T/PLANK

EL. 10.50'

4'-0" MAX

2'-0" MIN

SHORING POSTS,

SEE NOTE 2

W8x31

3-2x12

CONDUIT/UTILITY, VIF

HIDDEN FOR CLARITY

EX. H.C. PRECAST PLANK

EX. SITE PAVEMENT

EX. CONTROL JOINT

W8x31

EX. UTILITY SUPPORT

HANGER, RELOCATE AS

REQ'D, TYP

3-2x4 BUILT-UP WOOD POST

AS REQ'D (TYP)

FASTEN PLYS WITH (2) ROWS

#10x4-1/2" LONG WOOD

SCREWS @ 6" o.c. PER ROW

(2) SIMPSON STRONG-TIE

LCE CONNECTORS (TYP)

1.

2.

3.

4.

5.

6.

7.

TOP OF STEEL ELEVATION = -1'-0" BELOW BOT OF EXIST SLAB ELEVATION UNLESS OTHERWISE NOTED AS (+ OR -) BELOW TOP OF

STEEL ELEVATION.

SHORING POSTS SHALL BE RATED FOR MINIMUM 7500 LBS EACH. BASIS OF DESIGN: ELLIS MANUFACTURING JACK POST OR

APPROVED EQUIVALENT.

STEEL SHORING BEAMS SHALL HAVE BOLT HOLES FIELD-DRILLED TO MATCH JACK POST PLATE BOLT HOLES. REFER TO

MANUFACTURER'S REQUIREMENTS.

MECHANICAL CONDUIT SUPPORTS MAY BE TEMPORARY REMOVED OR RELOCATED AS REQUIRED FOR COMPLETION OF THE

WORK. TEMPORARILY SHORE AS REQUIRED.

BUILT-UP WOOD BEAMS SHALL BE SPACED AT A MAXIMUM OF 3'-0" AS SHOWN. IF CONFLICTING CONDITIONS ARE ENCOUNTERED

IN THE FIELD, NOTIFY ENGINEER FOR FURTHER DIRECTION.

SHORING ASSEMBLY SHALL BE JACKED/SHIMMED INTO PLACE TO ENSURE COMPLETE POSITIVE BEARING BETWEEN

DETERIORATED HOLLOW-CORE PLANK AND WOOD MEMBERS.

ONE MONTH AFTER INSTALLATION, EACH SHORING LOCATION IS TO BE INSPECTED FOR SIGNS OF WOOD SHRINKAGE, MOVEMENT, SETTLEMENT, ETC. SHORING POSTS SHALL BE ADJUSTED TO RE-ESTABLISH PROPER BEARING IF WOOD SHRINKAGE HAS REDUCED THE BEARING CONDITION. CONTACT ENGINEER IF DETERIORATION OF ANY PLANK HAS ADVANCED.

1.

2.

INDICATES EXISTING HOLLOW CORE PRECAST PLANK

TO BE SHORED

A TOTAL OF 7 PLANKS SHALL BE SHORED, AS SHOWN ON PLAN.

ENGINEER TO ACCOMPANY CONTRACTOR IN THE FIELD TO IDENTIFY

EACH PLANK TO BE SHORED.

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335 Wendel WD Architecture, Engineering, Surveying and

Landscape Architecture, P.C

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS

AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF

WENDEL WD ARCHITECTURE, ENGINEERING, SURVEYING AND LANDSCAPE

ARCHITECTURE, P.C. AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR

ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WENDEL.

UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING,

DESIGN, SPECIFICATION, PLAN OR REPORT IS A VIOLATION OF SECTION 7209,

PROVISION 2 OF THE NEW YORK STATE EDUCATION LAW.

As indicated

CITY OF ONEONTA

WASTEWATER TREATMENT

PLANT IMPROVEMENTS

TUNNEL ROOF SHORING

CONSTRUCTION

DOCUMENTS

SHORING PLAN AND DETAILS

S100

06-09-2025

DWS

402103

JDM

SCALE: 1/2" = 1'-0"4 TYPICAL TUNNEL SHORING ELEVATION

SCALE: 1/2" = 1'-0"3 TYPICAL SHORING SECTION

SHORING NOTES

SCALE: 1" = 20'-0"1 TUNNEL ROOF SHORING PLAN

SCALE: 3/8" = 1'-0"2 ENLARGED TYPICAL SHORING PLAN

PLAN NOTES

0 ISSUED FOR CONSTRUCTION 06-09-2025