Westcott Parking Lot Retaining Wall Replacment Project Bid Drawings.pdf

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

COVER COVER

CITY OF ONEONTA

BRE

AS SHOWN

MAY 29, 2025

AJH

6442.102.33

WESTCOTT PARKING LOT RETAINING

WALL REPLACEMENT PROJECT

ONEONTA, NY

OTSEGO COUNTY

MAY 2025

BID SET

ABBREVATIONS

SHEET LIST

LOCATION MAP

" INCH

DBA DEFORMED BAR ANCHOR

HAS HEADED ANCHOR STUD

OD OUTSIDE DIAMETER

THK THICK

# NUMBER, POUND

DBL DOUBLE

HC HOLLOW CORE

OH OVERHEAD

THRD THREADED

& AND

DEFL DEFLECTION

HCP HOLLOW CORE PLANK

OPNG OPENING

TOB TOP OF BEAM

' FEET

DEMO DEMOLITION

HDD HEADED ANCHOR STUD

OPP OPPOSITE, OPPOSITE HAND

TOC TOP OF COLUMN, TOP OF CURB

@ AT

DEPT DEPARTMENT

HDR HEADER

OSWJ OPEN WEB STEEL JOIST

TOF TOP OF FOOTING

(E) EXISTING

DET DETAIL

HEX HEXAGONAL

TOJ TOP OF JOIST

(N) NEW

DF DOUG FIR (DOUGLAS FIR)

HM HOLLOW METAL

P/L PROPERTY LINE

TOL TOP OF LINTEL, LANDING

DIA DIAMETER

HORIZ HORIZONTAL

PAF POWDER ACTUATED FASTENERS

TOL TOLERANCE

AB ANCHOR BOLT

DIAG DIAGONAL

HSS HOLLOW STRUCTURAL SHAPE

PC PRECAST

TOP TOP OF PIER, TOP OF PLATE

ACI AMERICAN CONCRETE INSTITUTE

DIAPH DIAPHRAGM

HT HEIGHT

PCF POUNDS PER CUBIC FOOT

TOPV TOP OF PAVEMENT

ADD ADDENDUM, ADDITION

DIM DIMENSION

HVAC HEATING, VENTILATION, AIR

CONDITIONING

PERF PERFORATE, PERFORATED

TOS TOP OF SLAB, TOP OF STEEL

ADJ ADJUST, ADJUSTABLE

DKG DECKING

PERIM PERIMETER

TOW TOP OF WALL

AESS ARCH. EXP. STRUCTURAL STEEL

DL DEAD LOAD

IBC INTERNATIONAL BUILDING CODE

PERIM PROFESSIONAL ENGINEER

TRANS TRANSVERSE

AFF ABOVE FINISH FLOOR

DWG DRAWING

ICF INSULATED CONCRETE FORMS

PERP PERPENDICULAR

TRANSL TRANSLUCENT

ALT ALTERNATE

DWGS DRAWINGS

ID INSIDE DIAMETER

PL PLATE

TYP TYPICAL

ALUM ALUMINUM

DWL DOWEL

IN INCH, INCHES

PLF POUNDS PER LINEAL FOOT

APPROX APPROXIMATELY

INFO INFORMATION

PLWD PLYWOOD

UNO UNLESS NOTED OTHERWISE

ARCH ARCHTECTURE

EIFS EXTERIOR INSULATED FINISH SYSTEM

INSP INSPECTION

PNL PANEL

UTIL UTILITY

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ELEV ELEVATOR

INSUL INSULATION

PREFAB PREFABRICATED

AVG AVERAGE

ENGR ENGINEER

INT INTERIOR

PREFIN PREFINISHED

VERT VERTICAL

AWS AMERICAN WELDING SOCIETY

EOR ENGINEER OF RECORD

PSF POUNDS PER SQUARE FOOT

VFY VERIFY

EQ EQUAL

JST JOIST

PSI POUNDS PER SQUARE INCH

VIF VERIFY IN FIELD

BALC BALCONY

EQPT EQUIP

JT JOINT, JOINTS

PSL PARALLEL STRAND LUMBER

BD BOARD

ES EACH SIDE

PT PRESERVATIVE TREATED, POST-TENSIONED

W/ WITH

BEV BEVEL

EW EACH WAY

K KILOPOUND (1000 POUNDS)

W/O WITHOUT

BKR BACKER

EXIST EXISTING

KIP KILOPOUND (1000 POUNDS)

QTY QUANTITY

WD WOOD

BLDG BUILDING

EXP EXPANSION

WF WIDE FLANGE (STRUCTURAL STEEL)

BLK BLOCK

EXPO EXPOSED

L ANGLE, LEFT, LENGTH

RAD RADIUS

WR WATER RESISTANT, WATER RESISTIVE

BLKG BLOCKING

EXT EXTERIOR

LAM LAMINATE, LAMINATED

RCP REFLECTED CEILING PLAN

WS WATERSTOP

BM BEAM

LAT LATERAL

RD ROOF DRAIN

WT WEIGHT

BOC BOTTOM OF CURB

F OF F FACE TO FACE

LB POUND

REF REFERENCE

WWF WOVEN WIRE FABRIC

BOT/BTM BOTTOM

FAB FABERICATIONS / FABRICATED

LF LINEAL FEET, LINEAR FOOTAGE

REINF REINFORCED, REINFORCING

BOW BOTTOM OF WALL

FB FLAT BAR

LIN LINEAR

REQ REQUIREMENTS, REQUIRED

BP BASE PLATE

FDTN FOUNDATION

LIN FT LINEAL FEET, LINEAR FOOTAGE

REQ'D REQUIRED

BRDG BRIDGE, BRIDGING

LL LIVE LOAD

REV REVISION

BRG BEARING

FF FINISH FLOOR

LLH LONG LEG HORIZONTAL

RO ROUGH OPENING

BRK BRICK

FFE FINISH FLOOR ELEVATION

LLV LONG LEG VERTICAL

BSMT BASEMENT

FIN FINISH

LNTL LINTEL

SCHED SCHEDULE

BU BUILT-UP

FLR FLOOR

LONG LONGITUDINAL

SE STRUCTURAL ENGINEER

FOC FACE OF CONCRETE

LSL LAMINATED STRAND LUMBER

SECT SECTION

CEM CEMENT, CEMENTITIOUS

FOF FACE OF FINISH

LT WT LIGHTWEIGHT

SF SQUARE FEET

CGS CENTER OF GRAVITY OF STRAND

FOM FACE OF MASONRY

LVL LAMINATED VENEER LUMBER

SGL SINGLE

CIP CAST IN PLACE

FOS FACE OF STUD

SHT SHEET

CJ CONTROL JOINT

FR FIRE RATED, FIRE RESISTIVE

MANUF MANUFACTURER, MANUFACTURED

SHTG SHEATHING

CL CENTER LINE

FRM FRAMED, FRAMING

MAX MAXIMUM

SIM SIMILAR

CLG CEILING

FRT FIRE RETARDANT TREATED

MB MACHINE BOLT

SIMP SIMPSON STRONG TIE

CLR CLEAR

FT FOOT, FEET

MECH MECHANICAL

SL SNOW LOAD

CMU CONCRETE MASONRY UNIT

FTG FOOTING

MEZZ MEZZANINE

SOG SLAB ON GRADE

COL COLUMN

FURRG FURRING

MFR MANUFACTURER, MANUFACTURED

SPEC SPECIFICATION, SPECIFICATIONS

COMP COMPOSITE, COMPENSATION

FUT FUTURE

MIN MINIMUM

SQ SQUARE

CONC CONCRETE

MISC MISCELLANEOUS

SS STAINLESS STEEL

COND CONDITION

GA GAUGE

MTL METAL

STD STANDARD

CONN CONNECTION

GALV GALVANIZED

MUL MULLION

STIFF STIFFENER

CONSTR CONSTRUCTION

GC GENERAL CONTRACTOR

STL STEEL

CONT CONTINUOUS

GEN GENERAL

N NORTH

STRUCT STRUCTURAL

CORR CORRIDOR

GL GLU-LAMINATED

NIC NOT IN CONTRACT

SUSP SUSPENDED

CTR CENTER

GLB GLU-LAMINATED BEAM

NO NUMBER

SYM SYMMETRICAL

CTRL CONTROL

GND GROUND

NOM NOMINAL

CTSK COUNTERSINK

GR GRADE

NTS NOT TO SCALE

T&B TOP AND BOTTOM

CU CUBIC

GYP GYPSUM

T&G TONGUE AND GROOVE

CUST CUSTOM

GYP BD GYPSUM BOARD

OC ON CENTER

TAN TANGENT

SHEET LIST

SHEET NUMBER SHEET NAME BID SET - 05/29/2025

COVER COVER ◘

C100 EXISTING SITE SURVEY ◘

C101 PROPOSED OVERALL PLAN ◘

C102 PROPOSED SITE PLAN ◘

C103 PHASE CONSTRUCTION DEMO PLAN ◘

C104 ◘ C110 ◘

PHASE CONSTRUCTION PROPOSED PLAN

C200 ◘

C201 DETAILS ◘

SECTIONS

TRAFFIC CONTROL PLAN

CITY ADMINISTRATION

CITY ADMINISTRATOR

GREG MATTICE, PE

PUBLIC WORKS DIRECTOR

CHRIS YACOBUCCI

MAYOR

MARK DRNEK

COUNCIL MEMBERS

ELAYNE MOSHER CAMPOLI 1ST WARD

CECELIA WALSH-RUSSO 2ND WARD

SHANNON MCHUGH 3RD WARD

KAYTEE LIPARI SHUE 4TH WARD

LEN CARSON 5TH WARD

SCOTT HARRINGTON 6TH WARD

MICHAEL FORSTER ROTHBART 7TH WARD

DON MATHISEN 8TH WARD

C111 ◘TRAFFIC DETOUR PLAN

C202 DETAILS ◘

P ar k in g L ot

M ai n S tr ee t

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

EXISTING

SITE SURVEY C100

BRE

AS SHOWN

MAY 29, 2025

AJH

6442.102.33

EXISTING SITE SURVEY

1" = 10'

10' 0 10' 20'

GENERAL NOTES

1. SITE PLAN BASED ON SURVEY BY REGEN LLC, DATED JANUARY 31, 2025.

AutoCAD SHX Text building

AutoCAD SHX Text BM - Hydrant

AutoCAD SHX Text Top bonnett nut-"A" in "Albert"

AutoCAD SHX Text Elev=1109.23

AutoCAD SHX Text stairs

AutoCAD SHX Text stairs

AutoCAD SHX Text walk

AutoCAD SHX Text walk

AutoCAD SHX Text curb

AutoCAD SHX Text curb

AutoCAD SHX Text sign

AutoCAD SHX Text conc pad

AutoCAD SHX Text bike rack

AutoCAD SHX Text trash can

AutoCAD SHX Text curb

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AutoCAD SHX Text retaining wall

AutoCAD SHX Text retaining wall

AutoCAD SHX Text sign

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AutoCAD SHX Text conc walk

AutoCAD SHX Text stamp conc

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TC

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AutoCAD SHX Text TelCom

AutoCAD SHX Text top conc wall

AutoCAD SHX Text elev=1107.82

AutoCAD SHX Text top conc wall

AutoCAD SHX Text elev=1108.22

AutoCAD SHX Text top conc wall

AutoCAD SHX Text elev=1109.13

AutoCAD SHX Text face wall

AutoCAD SHX Text elev=1101.79

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AutoCAD SHX Text elev=1101.42

AutoCAD SHX Text conc deck

AutoCAD SHX Text back of walk / grade

AutoCAD SHX Text elev=1101.30

AutoCAD SHX Text back of walk / grade

AutoCAD SHX Text elev=1101.30

AutoCAD SHX Text back of walk / grade

AutoCAD SHX Text elev=1100.74

AutoCAD SHX Text @conc seam

AutoCAD SHX Text elev=1107.59

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AutoCAD SHX Text elev=1108.00

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AutoCAD SHX Text elev=1108.27

AutoCAD SHX Text curb

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AutoCAD SHX Text elev=1108.51

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AutoCAD SHX Text elev=1107.95

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AutoCAD SHX Text elev=1107.78

AutoCAD SHX Text seam in walk

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AutoCAD SHX Text 1108.54

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P ar k in g L ot

M ai n S tr ee t

NEW CONC STAIRS

& LANDING

NEW CONC

SIDEWALK &

CURBING

PROTECT AND

MAINTAIN ACCESS

TO STAIRSA

A

EXISTING HATCHED CONCRETE SLAB

ON METAL DECK AND RAILING

TO REMAIN

NEW CONC SIDEWALK

NEW FACE WALL

REPLACE CONC SIDEWALK

PROVIDE NEW HANDRAIL

WITH NEW BALUSTER TO

ABUT EXISTING

BALUSTER

~10'

B

B

NEW ASPHALT PAVING LIMITS

SAW CUT IN A STRAIGHT LINE,

TERMINATE FLUSH WITH

EXISTING PAVEMENT, STEP

NEW PAVEMENT INTO

EXISTING PAVEMENT, TACK

COAT JOINT OF EXISTING &

NEW PAVEMENT

NEW FOOTING AUGMENTATION

NEW CONC WALKWAY

PROVIDE NEW RAILING

ON TOP OF WALL

NEW GUARD

RAILING &

HANDRAIL

~1

REMAINDER OF AREA WITHIN BOUNDARY OF

NEW CONCRETE WALL AND CURB LINE AT

PARKING LOT SHALL BE REPAIRED WITH

TOPSOIL, SEED, & MULCH

RE-STRIPE EXISTING NO PARKING

MARKINGS IN THEIR ORIGINAL

LOCATION AFTER THE

COMPLETION OF NEW ASPHALT

PAVEMENT

~1

~32'

~54

BID ALTERNATE #1 - STAMPED

CONC TO MATCH EXISTING LAYOUT

BID ALTERNATE #2 -

GRANITE CURB

EXISTING

CURBING

TO

REMAIN

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

PROPOSED

OVERALL PLAN C101

BRE

AS SHOWN

MAY 29, 2025

AJH

6442.102.33

PROPOSED OVERALL PLAN

1" = 10'

N

10' 0 10' 20'

GENERAL NOTES

1. SITE PLAN BASED ON SURVEY BY REGEN LLC, DATED JANUARY 31, 2025.

2. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS PRIOR TO

COMMENCING WORK. FOLLOW ALL PERMIT REQUIREMENTS INCLUDING

INSPECTIONS, RECORD KEEPING, ETC.

3. KNOWN STRUCTURES AND UTILITIES, ARE SHOWN BASED ON AVAILABLE

INFORMATION. THE EXACT LOCATION OF STRUCTURES AND UTILITIES, BOTH

ABOVE AND BELOW GROUND, MAY DIFFER FROM THAT SHOWN. OTHER

STRUCTURES AND UTILITIES MAY EXIST THAT ARE NOT SHOWN.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS AND

EXTENTS.

4. CONTACT UDIG NEW YORK AND APPROPRIATE LOCAL AUTHORITIES/UTILITY

COMPANIES FOR UTILITY STAKEOUT PRIOR TO COMMENCING WORK.

CONDUCT EXPLORATORY TEST PITS AS REQUIRED TO DETERMINE LOCATION

AND DEPTH OF UNDERGROUND UTILITIES. OBTAIN INDEPENDENT

UNDERGROUND LOCATER SERVICES, IF REQUIRED, TO LOCATE

UNDERGROUND UTILITIES.

5. PROTECT AND MAINTAIN PROPERTY LINES, RIGHT- OF WAY, MONUMENTS,

EASEMENTS, STRUCTURES, UTILITIES, AND EXISTING FEATURES TO REMAIN.

ANY SUCH FEATURES DAMAGED OR DESTROYED, AS DETERMINED BY OWNER

OR ENGINEER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. NOTIFY ENGINEER IN WRITING OF ANY CONDITIONS THAT VARY FROM THE

PLANS.

7. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT PLANS

AND SPECIFICATIONS. NO CHANGES IN THE DESIGN, LOCATION, AND/OR

MATERIALS SPECIFIED SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE

ENGINEER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND INCURRING

THE COST OF CONSTRUCTION LAYOUT SURVEY.

8. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF UTILITY STUBS

FOR BUILDING CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS

PRIOR TO CONSTRUCTION. REPORT DISCREPANCIES TO OWNER AND

ENGINEER.

9. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE OF ALL

EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS

FOR THE DURATION OF CONSTRUCTION UNLESS NOTED OTHERWISE ON THE

PLANS.

10. CONTRACTOR SHALL PROTECT THE WORK AREA. PROVIDE CONSTRUCTION

FENCING AND ANY OTHER MEANS NECESSARY TO ENSURE THE SAFETY OF

PEDESTRIAN AND VEHICLE TRAFFIC DURING CONSTRUCTION.

11. CONSTRUCTION LAYDOWN AND STORAGE AREAS SHALL BE LOCATED WITHIN

THE PROJECT LIMITS OR IN A LOCATION APPROVED BY THE OWNER.

12. CONTRACTOR SHALL RECORD THE FINAL LOCATION OF ALL STRUCTURES

AND COMPONENTS ON AS-BUILT DRAWINGS AND PROVIDE TO THE OWNER

AND ENGINEER.

13. RESTORE ALL DISTURBED AREAS INCLUDING LAWNS, DRIVEWAYS, WALKS,

WALLS, CURBS, FENCES, ETC TO PRE-EXISTING CONDITIONS.

N

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TC

AutoCAD SHX Text Gas

AutoCAD SHX Text Gas

AutoCAD SHX Text TelCom

TelCom

CJ

C J

C J

CJ CJ CJ CJ CJ CJ CJ CJ CJ

C J

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CJ CJ

Main Street

~1 0'

~120'

A A

B B

TYPE III BARRICADE WITH

SIGNS "ROAD CLOSED"

TYPE III BARRICADE WITH

SIGNS "ROAD CLOSED"

BARRICADE WITH

"SIDEWALK CLOSED"

BARRICADE WITH

"SIDEWALK CLOSED"

TEMPORARY CONSTRUCTION

FENCE WITH "SIDEWALK CLOSED"

TEMPORARY CONSTRUCTION FENCE

NEW CONC

WALL FOOTING

NEW CONC WALL FOOTING AUGMENTATION

NEW 8" CONC FACE WALL

EXISTING CONC WALL FOOTING

NEW WASTE

BIN CONC PAD

NEW CONC SIDEWALK

NEW 8" CONC WALL

NEW CONC STAIRS

W/ LANDING

12R @ 7"

NEW CONC SIDEWALK

FLUSH WITH EXISTING

NEW BIKE RACK

EXISTING CONCRETE SLAB ON

METAL DECK WALKWAY AND

RAILING TO REMAIN

TW: 1108.60

BW: 1101.80

TW: 1108.50

BW: 1101.65

TW: 1108.60

BW: 1101.90

TW: 1108.60

BW: 1101.90

TC: 1101.52

BC: 1101.02

TC: 1101.50

TC: 1101.50

TC: 1101.58

TW: 1108.50 TW: 1108.50

TC: 1101.50

BC: 1101.00

TW: 1108.40

BW: 1101.58

TW: 1108.20

BW: 1101.00

TC: 1101.55

TC: 1101.27

TC: 1101.08

BC: 1101.08

TC: 1101.30

TC: 1101.25

BC: 1100.75

TC: 1101.05

TC: 1101.00

BC: 1100.50

NEW 42" GUARD RAILING

WITH HAND RAIL ALONG

ENTIRETY OF STAIRS

NEW ADA CURB CUT

FOR ACCESSIBLITY

RAMP

NEW ADA DETECTABLE

WARNING PAD FOR

ACCESSIBILITY RAMP

NEW CONC WALL & CONC WALKWAY

NEW 42" GUARD RAILING WITH

BALUSTER TO ABUT TO

EXISTING BALUSTER

NEW 42" GUARD RAILING

NEW CONC WALL &

FOOTING TO TERMINATE

WITH 12" EXPANSION JOINT

ALONG BUILDING, TYP

NEW CONC WALL, FOOTING &

SIDEWALK TO TERMINATE WITH 12"

EXPANSION JOINT ALONG BUILDING,

TYP

NEW CONC SIDEWALK TO TERMINATE

WITH 12" EXPANSION JOINT ALONG

BUILDING, TYP

NEW ASPHALT PAVING

SEE SHEET C101, C103

& C104 FOR LIMITS

TC: 1101.55

TC: 1101.55

NEW CONC CURB

BID ALTERNATE #2 -

GRANITE CURB

NEW CONC CURB TO TERMINATE

WITH 12" EXPANSION JOINT ALONG

BUILDING, TYP

EXISTING

WASTE BIN

RE-STRIPE EXISTING NO PARKING

MARKINGS IN THEIR ORIGINAL

LOCATION AFTER THE COMPLETION

OF NEW ASPHALT PAVEMENT

NEW CONC SIDEWALK TO

TERMINATE WITH 12" EXPANSION

JOINT ALONG BUILDING, TYP

BID ALTERNATE #1 - STAMPED

CONC TO MATCH EXISTING LAYOUT

REF C100 FOR EXISTING STAMPED

CONC LAYOUT

EXISTING SIGNS TO BE PLACED

IN NEW LOCATION

NEW CONC WALKWAY

REF SIDEWALK DETAIL

TC: 1107.35

TC: 1107.90

NEW SIDEWALK TO TERMINATE

WITH 12" EXPANSION JOINT

ALONG EXISTING SIDEWALK, TYP

NEW SIDEWALK TO TERMINATE

WITH 12" EXPANSION JOINT

ALONG EXISTING SIDEWALK, TYP

"ROAD CLOSED" SIGN

TC: 1107.35

"ROAD CLOSED" SIGN

~5

NEW CONC CURB TO TERMINATE

WITH 12" EXPANSION JOINT ALONG

BUILDING, TYP

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

PROPOSED

SITE PLAN C102

BRE

AS SHOWN

MAY 29, 2025

AJH

6442.102.33

PROPOSED SITE PLAN

3/16" = 1'

NOTES:

1. REFER TO REMAINDER OF DRAWING SHEETS FOR

PHASED CONSTRUCTION REQUIREMENTS

INCLUDING TEMPORARY STAIRS

N

AutoCAD SHX Text

GV

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TC

AutoCAD SHX Text Gas

AutoCAD SHX Text Gas

AutoCAD SHX Text TelCom

Parking Lot

Main Street

PHASE 1 - EXISTING PARTIAL

FACE WALL DEMO

PHASE 1 - EXISTING PARTIAL

SIDEWALK DEMO

PHASE 1 - EXISTING

TREE DEMO

PHASE 1 - EXISTING SIGNS TO

BE REMOVED AND STORED

PHASE 1 - EXISTING

CONC PAD DEMO

PHASE 1 - EXISTING

BIKE RACK DEMO

PHASE 1 - EXISTING PARTIAL

WALKWAY DEMO

PHASE 2 - EXISTING PARTIAL

CONC SIDEWALK DEMO

PHASE 2 - EXISTING

STAIRS DEMO

PHASE 2 - EXISTING

SIDEWALK & CURB DEMO

PHASE 2 - EXISTING ASPHALT PAVING DEMO

PHASE 2 - EXISTING

PARTIAL WALKWAY DEMO

PHASE 2 - EXISTING

CONC WALL DEMO

PHASE 2 - EXISTING PARTIAL

CMU FACE WALL DEMO

PHASE 2 - EXISTING CURBING

& TREE TO REMAIN

PHASE 2 - EXISTING

WALKWAY TO REMAIN

~105'

~32'

~54

PHASE 1 & 2 - EXISTING

STAIRS TO REMAIN

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

PHASE

CONSTRUCTION

DEMO PLAN C103

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MAY 29, 2025

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6442.102.33

PHASE CONSTRUCTION DEMO PLAN

1/8" = 1'

PHASE DEMOLITION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE AND ACCESSIBLE

PUBLIC TRAVEL BETWEEN THE WESTCOTT PARKING LOT AND MAIN STREET

FOR THE FULL DURATION OF CONSTRUCTION.

2. DURING PHASE 1 OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN

ACCESS TO THE EXISTING STAIRS FOR UNINTERRUPTED PUBLIC PASSAGE.

3. UPON COMPLETION OF PHASE 1, THE NEWLY CONSTRUCTED STAIRS SHALL

BE OPEN TO THE PUBLIC WHILE THE CONTRACTOR PROCEEDS WITH PHASE 2

OF CONSTRUCTION.

4. PRIOR TO DEMOLITION OF THE EXISTING STAIRS IN PHASE 2, THE

CONTRACTOR SHALL CONSTRUCT TEMPORARY STANDALONE STAIRS

CONNECTED TO THE EXISTING ELEVATED WALKWAY LEADING TO THE

WESTERN BUILDING.

5. THROUGHOUT PHASES 1 AND 2 OF CONSTRUCTION, THE CONTRACTOR SHALL

MAINTAIN PUBLIC ACCESS TO THE EXISTING STAIRS AND DOORWAY OF THE

EASTERN BUILDING.

DEMOLITION PLAN NOTES

1. PLAN BASED ON SURVEY BY REGEN, LLC DATED 31 JANUARY 2025, AVAILIBLE

ONLINE MAPPING OF SURROUNDING AREA, AND OBSERVATIONS BY STAFF

OF HERRMANN ENGINEERING, PLLC. CONTOUR INTERVAL = 1 FT.

ELEVATIONS BASED ON NAVD 88 VERTICAL DATUM. SEE SITE PLAN FOR

LOCATION OF LOCAL BENCHMARK.

2. REFERENCE GENERAL NOTES ON SHEET C102.

3. INSTALL EROSION AND SEDIMENT CONTROLS PRIOR TO ANY EARTH

DISTURBING ACTIVITIES IN ACCORDANCE WITH "NEW YORK STATE

GUIDELINES FOR EROSION AND SEDIMENT CONTROL." REFER TO EROSION

AND SEDIMENT CONTROL NOTES ON SHEET C101.

4. ALL ITEMS NOTED TO BE REMOVED SHALL BE REMOVED IN ENTIRETY

UNLESS NOTED TO BE DECOMMISSIONED OR ABANDONED IN PLACE.

5. ALL ITEMS NOTED TO BE SALVAGED OR RETAINED SHALL BE CAREFULLY

REMOVED AND STORED, OR DELIVERED TO OWNER AS DIRECTED.

6. WHERE PAVEMENT REMOVAL IS REQUIRED FOR CONSTRUCTION, SAWCUT

EXISTING PAVEMENT TO A CLEAN STRAIGHT EDGE AND MAINTAIN EDGE

UNTIL PLACEMENT OF NEW ASPHALT OR OTHER SPECIFIED MATERIAL IS

COMPLETED.

7. ALL CONSTRUCTION DEBRIS AND REFUSE SHALL BE PROPERLY DISPOSED

OF BY THE CONTRACTOR.

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PHASE 1 - NEW 8"

CONC WALL

PHASE 1 - NEW

CONC FOOTING

PHASE 1 - NEW 42" GUARD RAILING W/

HANDRAIL ALONG ENTIRETY OF STAIRS

PHASE 1 - NEW CONC SIDEWALK

PHASE 1 - NEW CONC FACE WALL

PHASE 1 - NEW BIKE RACK

PHASE 1 - NEW CONC FOOTING AUGMENTATION

PHASE 2 - NEW CONC

WALL

PHASE 2 - NEW 42"

GUARD RAILING

PHASE 2 - NEW CONC FOOTING

AUGMENTATION

PHASE 2 - NEW CONC FACE WALL

PHASE 2 - NEW CONC SIDEWALK

PHASE 1 - NEW CONC WALKWAY

REF SIDEWALK DETAIL

PHASE 2 - EXISTING CONC

WALKWAY TO REMAIN.

CONTRACTOR TO PROVIDE

ACCESS TO EXISTING DOORS

THROUGHOUT CONSTRUCTION

PHASE 1 - EXISTING SIGNS TO BE RE-INSTALLED

PHASE 2 - NEW ADA

CURB RAMP

PHASE 2 - NEW ADA

DETECTABLE WARNING PAD

PHASE 1 - NEW WASTE

BIN CONC PAD W/

EXISTING WASTE BIN

PHASE 1 - NEW CONC STAIRS

W/ LANDING, 12R @ 7"

PHASE 1 - NEW 42" GUARD RAILING

PHASE 2 - NEW CONC

SIDEWALK

PHASE 2 - NEW ASPHALT

PAVEMENT

PHASE 2 - NEW ASPHALT PAVEMENT LIMITS

SAW CUT IN A STRAIGHT LINE, TERMINATE

FLUSH WITH EXISTING PAVEMENT, STEP NEW

PAVEMENT INTO EXISTING PAVEMENT, TACK

COAT JOINT OF NEW & EXISTING PAVEMENT

PHASE 1PHASE 2

~105'

~32'

~5

PHASE 1 & 2 - EXISTING

STAIR TO REMAIN

ACCESSIBLE AT ALL TIMES

DURING CONSTRUCTION

PHASE 2 - NEW CONC CURB

BID ALTERNATE #2 - GRANITE

CURB

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

PHASE

CONSTRUCTION

PROPOSED PLAN C104

BRE

AS SHOWN

MAY 29, 2025

AJH

6442.102.33

PHASE CONSTRUCTION PROPOSED PLAN

1/8" = 1'

PHASE CONSTRUCTION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE AND ACCESSIBLE

PUBLIC TRAVEL BETWEEN THE WESTCOTT PARKING LOT AND MAIN STREET

FOR THE FULL DURATION OF CONSTRUCTION.

2. DURING PHASE 1 OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN

ACCESS TO THE EXISTING STAIRS FOR UNINTERRUPTED PUBLIC PASSAGE.

3. UPON COMPLETION OF PHASE 1, THE NEWLY CONSTRUCTED STAIRS SHALL

BE OPEN TO THE PUBLIC WHILE THE CONTRACTOR PROCEEDS WITH PHASE 2

OF CONSTRUCTION.

4. PRIOR TO DEMOLITION OF THE EXISTING STAIRS IN PHASE 2, THE

CONTRACTOR SHALL CONSTRUCT TEMPORARY STANDALONE STAIRS

CONNECTED TO THE EXISTING ELEVATED WALKWAY LEADING TO THE

WESTERN BUILDING.

5. THROUGHOUT PHASES 1 AND 2 OF CONSTRUCTION, THE CONTRACTOR SHALL

MAINTAIN PUBLIC ACCESS TO THE EXISTING STAIRS AND DOORWAY OF THE

EASTERN BUILDING.

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TEMPORARY CONSTRUCTION FENCE

MAIN STREET

SOUTH MAIN STREET

TYPE III BARRICADE WITH

SIGNS "ROAD CLOSED"

TYPE III BARRICADE WITH

SIGN "ROAD CLOSED"

TEMPORARY NO PARKING

STRIPING TYP

TEMPORARY NO PARKING

STRIPING TYP

BARRICADE WITH

"SIDEWALK CLOSED"

BARRICADE WITH

"SIDEWALK CLOSED"

PHASE 2 - TEMPORARY

ACCESS STAIRS

BUILDING WALKWAY

ACCESS REQUIRED TO BE

MAINTAINED THROUGHOUT

CONSTRUCTION

EXISTING STAIRS & BUILDING DOORWAY

ACCESS REQUIRED TO BE MAINTAINED

THROUGHOUT CONSTRUCTION

TEMPORARY CONSTRUCTION

FENCE

PROPOSED

TEMPORARY

TRAFFIC

PATTERN

PROPOSED

TEMPORARY

TRAFFIC

PATTERN

EXISTING PARKING LOT

STRIPING

EXISTING NO PARKING

STRIPING

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

TRAFFIC

CONTROL PLAN C110

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MAY 29, 2025

AJH

6442.102.33

TRAFFIC CONTROL PLAN

1" = 10'

10' 0 10' 20'

TRAFFIC CONTROL NOTES

1. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE OF ALL

EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS

FOR THE DURATION OF CONSTRUCTION UNLESS NOTED OTHERWISE ON THE

PLANS.

2. CONTRACTOR SHALL PROTECT THE WORK AREA. PROVIDE CONSTRUCTION

FENCING AND ANY OTHER MEANS NECESSARY TO ENSURE THE SAFETY OF

PEDESTRIAN AND VEHICLE TRAFFIC DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY

TRAFFIC CONTROL EQUIPMENT REQUIRED FOR THE PROJECT.

4. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL EQUIPMENT IN

GOOD WORKING CONDITION FOR THE DURATION OF CONSTRUCTION AT NO

ADDITIONAL COST TO THE OWNER.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SAFE AND

ACCESSIBLE PUBLIC TRAVEL BETWEEN THE WESTCOTT PARKING LOT AND

MAIN STREET FOR THE FULL DURATION OF CONSTRUCTION. SEE C103 AND

C104 FOR PHASE CONSTRUCTION PLANS.

6. CONTRACTOR SHALL MODIFY AND MAINTAIN TRAFFIC CONTROL EQUIPMENT

AS NECESSARY THROUGHOUT ALL CONSTRUCTION PHASES TO ENSURE SAFE

AND CONTINUOUS PUBLIC ACCESS.

7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RE-STRIPE

PARKING LOT TO MATCH THE PRE-CONSTRUCTION LAYOUT AND CONDITIONS.

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MAIN STREETMAIN STREETMAIN STREET MAIN STREETMAIN STREET

MAIN STREET

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SOUTH MAIN STREET

SO

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STAIRCASE ACCESS FROM

WESTCOTT LOT TO MAIN

STREET FOR PHASE ONE

STAIRCASE ACCESS FROM

WESTCOTT LOT TO MAIN

STREET FOR PHASE TWO

SECTION OF SIDEWALK

CLOSURE WILL VARY

BETWEEN PHASES

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

TRAFFIC

DETOUR PLAN C111

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AS SHOWN

MAY 29, 2025

AJH

6442.102.33

TRAFFIC DETOUR PLAN

1" = 40'

40' 0 40' 80'

TRAFFIC CONTROL NOTES

1. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE OF ALL

EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS

FOR THE DURATION OF CONSTRUCTION UNLESS NOTED OTHERWISE ON THE

PLANS.

2. CONTRACTOR SHALL PROTECT THE WORK AREA. PROVIDE CONSTRUCTION

FENCING AND ANY OTHER MEANS NECESSARY TO ENSURE THE SAFETY OF

PEDESTRIAN AND VEHICLE TRAFFIC DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY

TRAFFIC CONTROL EQUIPMENT REQUIRED FOR THE PROJECT.

4. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL EQUIPMENT IN

GOOD WORKING CONDITION FOR THE DURATION OF CONSTRUCTION AT NO

ADDITIONAL COST TO THE OWNER.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN SAFE AND

ACCESSIBLE PUBLIC TRAVEL BETWEEN THE WESTCOTT PARKING LOT AND

MAIN STREET FOR THE FULL DURATION OF CONSTRUCTION. SEE C103 AND

C104 FOR PHASE CONSTRUCTION PLANS.

6. CONTRACTOR SHALL MODIFY AND MAINTAIN TRAFFIC CONTROL EQUIPMENT

AS NECESSARY THROUGHOUT ALL CONSTRUCTION PHASES TO ENSURE SAFE

AND CONTINUOUS PUBLIC ACCESS.

7. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RE-STRIPE

PARKING LOT TO MATCH THE PRE-CONSTRUCTION LAYOUT AND CONDITIONS.

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CLOSED

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SIDEWALK

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CLOSED

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ROAD

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CLOSED

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SIDEWALK

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CLOSED

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ROAD

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WORK

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ROAD

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AHEAD

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AHEAD

AutoCAD SHX Text

SIDEWALK CLOSED

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CROSS HERE

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AHEAD

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SIDEWALK CLOSED

CROSS HERE

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

SECTIONS C200

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AS SHOWN

MAY 29, 2025

AJH

6442.102.33

C200

CONCRETE WALL SECTION A-A

SCALE: 1" = 1'-0"

APPROX GRADE

2' O

C

8"

CAST-IN-PLACE CONC

FACE WALL

NEW FOOTING AUGMENTATION

ROUGHEN EXPOSED SURFACE

TO 14" AMPLITUDE

" O

C

#4 DOWEL @ 12" OC HORZ,

CENTERED IN WALL

#4 DOWEL @ 12" OC

TRANSVERSE,

MIDDLE OF FOOTING

(2) #4 DOWEL

CONTINUOUS

6" MIN COMPACTED

SUBBASE

COMPACTED SUBGRADE

1' - 6"

1'

EXISTING CMU RETAINING WALL TO REMAIN

EXISTING RETAINING WALL FOOTING TO

BE VERIFIED

#6 WALL DOWELS @ 12" OC

VERT

#4 FOOTING DOWELS. DRILL & SET 24" OC INTO

EXISTING FOOTING. SET FOOTING DOWELS

USING HILTI HIT-HY 200-A V3 EPOXY.

(4) #4 WALL L-BARS. DRILL & SET 36" OC INTO

EXISTING CMU WALL. SET BARS USING HILTI

HIT-HY 200-A V3 EPOXY. TERMINATE BAR INTO

WALL W/ STD HOOK. CORES OF EXISTING CMU

WALL TO BE GROUTED SOLID VERTICALLY AT

L-BARS

NEW SIDEWALK

EXISTING SIDEWALK

REF PLAN

GRADE

EXISTING 42" GUARD

RAILING

EXISTING CMU RETAINING

WALL TO REMAIN

EXISTING SIDEWALK

EXISTING RETAINING WALL

FOOTING TO BE VERIFIED

AND TO REMAIN

DEMO, REMOVE AND DISPOSE OF

EXISTING CMU FACE WALL

PROPOSED WALL SECTION A-AEXISTING WALL SECTION A-A

NEW 42" GUARD RAILING

1 12"

TOP OF WALL

REF PLAN5"

TOP OF FOOTING

MATCH EXISTING

BID ALTERNATE #3 - GROUT THROUGHOUT THE

ENTIRE CORE OF THE EXISTING CMU BLOCK

WALL FOLLOWING THE CONSTRUCTION OF

NEW CAST-IN-PLACE FACE WALL

FILL FORM TIE HOLES

RUB FINISH

2"

CLR,

TYP

#6 DOWEL @ 12" OC, EMBEDDED MIN

9" W/ HILTI HIT-HY 200-A V3 EXPOXY

9"

12"12"

NOTES:

1.CONTRACTOR SHALL FULLY SUPPORT THE EXISTING CM,U

WALL TO REMAIN THROUGHOUT CONSTRUCTION.

2.GROUT BASIS OF DESIGN FOR BID ALTERNATE #3:

EUCOREPAIR BY EUCLID CHEMICAL

C200

CONCRETE STAIRS SECTION B-B

SCALE: 1" = 1'-0"

1 12"

1 12"

12"

5"

(2) #4 CONT

#4 CONT AT BEND

#4 BARS @ 12" OC

EACH WAY (TYP)

#3 NOSE BAR (TYP)

#4 CONT AT BEND

#4 WALL DOWELS @ 12" OC

TERMINATE W/ STD HOOK

CAST-IN-PLACE

CONC FACE WALL

(3) #4 CONT.

#4 DOWEL @ 12" OC

TRANSVERSE, MIDDLE

OF FOOTING

NEW FOOTING

AUGMENTATION

6" MIN COMPACTED

SUBBASE

COMPACTED SUBGRADE

#4 CONT

8"

24"

CAST-IN-PLACE

CONC FROST WALL

NEW SIDEWALK#4 BARS @ 12" OC

EACH WAY (TYP)

#4 WALL DOWELS @ 12" OC

1 12"

3"

CAST-IN-PLACE CONC STAIRS

12 STEPS @ 7" RISE & 12" TREAD

NEW 42" GUARD RAILING WITH HAND

RAIL (REF ALUMINUM RAILING DETAIL)

COMPACTED SUBBASE

UNDER CONC STAIRS

TOP OF WALL

REF PLAN

GRADE

REF PLAN

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

DETAILS C201

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AS SHOWN

MAY 29, 2025

AJH

6442.102.33

C201

CONCRETE SIDEWALK

SCALE: NTS

WIDTH

REF PLAN

5" 6"

5" THICK CAST-IN-PLACE 5000 PSI

CONCRETE SIDEWALK W/ 6x6-W1.4xW1.4

WELDED WIRE MESH, TOOL ALL PERIMETER,

BROOM FINISH

6" MIN COMPACTED SUBBASE

COMPACTED SUBGRADE

C201

CURB REPLACEMENT

SCALE: NTS

6"

7"

6"

18"

SAWCUT

ASPHALT PAVEMENT

REPAIR, REF DETAIL

6" SUBBASE , NYSDOT TYPE IV

(SECTION 304), COMPACTED TO

95% MODIFIED PROCTOR

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6"

R 1/2"

CAST-IN-PLACE

CONC CURB

BID ALTERNATE #2 -

GRANITE CURB

1/2" EXPANSION JOINT

W/ SEALER

FINISH GRADE OR

SIDEWALK IF PRESENT

R

EF

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C201

TYPICAL CONCRETE JOINTS

SCALE: NTS

1"

1/4" MAX

1/4" SAWCUT CONTROL JOINT,

PLACE AS SHOWN ON PLANS

SAWCUT CONTROL JOINT

1"

1/4"

TOOL CONTROL JOINT

1"1"

TOOL CONTROL JOINT,

1/4" RADIUS EDGE, PLACE

AS SHOWN ON PLANS

1/2"

EXPANSION JOINT

1"1"

TOOL JOINT, 1/4" RADIUS EDGE,

PLACE AS SHOWN ON PLANS

1/2" JOINT FILLERCLOSED CELL

BACKER ROD

CAULK W/ SIKA 51SL,

OR EQUAL

NOTES:

1. EXPANSION JOINTS SHALL BE PLACED WHERE CONCRETE

MEETS OTHER OBJECTS, SUCH AS WALLS, FOUNDATIONS,

CURBS, ETC. AND AS SHOWN ON THE PLANS.

C201

ALUMINUM RAILING

SCALE: NTS

1"x2" BOTTOM CHANNEL

2" SQ. X 18" TUBE POSTS

(1

4" WALL REQ'D FOR

WELDED BASE)

4" SQ. x 1

16" TUBE W/ RAD.

CORNER PICKETS

Ø3

4" ROD STAND-OFF

WELDED TO HANDRAIL

& POSTS

Ø11 2" x1

8" TUBE HANDRAIL

(WHERE REQ'D.)

1"x2" MID. RAIL CHANNEL

8"x11

2" TOP RAIL

PICKETS SPACED TO

REJECT A 4" SPHERE

WALL CASTING

TOP & BOTTOM

4'-0" MAX

EQ TYP PER SPAN

4'-0" MAX

EQ TYP PER SPAN

4'-0" MAX

EQ TYP PER SPAN

3' -6

1 2"

1 34"

ALL ALUMINUM RAILING TO

BE POWERCOATED BLACK

PRIOR TO INSTALLATION

5" SQ. x 38" THK. BASE PLATE W/

(4) Ø3

8" HILTI HIT-Z SS ANCHOR ROD

W/ HIT-HY 200 V3 EPOXY

4" MIN

2 14" 2"

3 18"

1 8"5"

5"

NOTES:

1. DESIGN BASED ON GRECO

ALUMINUM PICKET RAILING

MODEL G201 OR APPROVED

EQUAL.

C201

ASPHALT PAVEMENT

SCALE: NTS

3" BINDER COURSE

2" TOP COURSE

NON-WOVEN GEOTEXTILE

MIRIFI 160N, OR EQUAL

COMPACTED

SUBGRADE

12" SUBBASE COURSE,

NYSDOT TYPE IV

(SECTION 304),

COMPACTED TO 95%

MODIFIED PROCTOR

TACK COAT

3" 2"

3" 2"

NEW 3" BINDER COURSE

STEP NEW 2" TOP COURSE

INTO EXISTING

12"

EXISTING BINDER

COURSE

EXISTING TOP

COURSE

EXISTING SUBBASE

COURSE

EXISTING COMPACTED

SUBGRADEEXISTING PAVEMENT

TO NEW PAVEMENT

NEW SUBBASE

COURSE

TACK COAT BETWEEN

EXISTING & NEW

C201

ADA SIDEWALK AND CURB RAMP DETAIL

SCALE: NTS

NOTES:

1. WHERE A CHANGE IN DIRECTION IS REQUIRED TO UTILIZE A CURB RAMP, A TURNING SPACE SHALL BE PROVIDED AT THE BASE OR

THE TOP OF THE CURB RAMP AS APPLICABLE. TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES.

2. TURNING SPACED SHALL BE DESIGN WITH CROSS SLOP GREATER THAN 1.5% IN ANY DIRECTION, WHILE PROVIDING POSITIVE

DRAINAGE. THE MAXIMUM CROSS SLOPE FOR WORK ACCEPTANCE IS 2.0%. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED

WHERE TURNING SPACES EXCEED 2.0% IN ANY DIRECTION.

3. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'-0" X 4'-0" MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THE PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING

SPACES. DETECTABLE WARNING SURFACE, AND DROP CURBS.

CURB RAMP CONFIGURATION

7.5% MAX.7.5% MAX.

SI

DE

W

AL

K 1.

5% M

AX

4'- 0"

M

IN

SI

DE

W

AL

K 1.

5% M

AX

CLEAR SPACE & TURNING SPACE

(SEE NOTES)

RAMPRAMP

DETECTABLE WARNING SURFACE

MODEL: DURALAST DETECTABLE WARNING PLATE

C201

BID ALTERNATE #2 - GRANITE CURB REPLACEMENT

SCALE: NTS

5"

SAWCUT

ASPHALT PAVEMENT

REPAIR, REF DETAIL

R

EF

A

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6"

R 1/2"

GRANITE CURB

1/2" EXPANSION JOINT

W/ SEALER

FINISH GRADE OR

SIDEWALK IF PRESENT

R

EF

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SI

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AL

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6" 6"

18"

12"

6"

6" MIN DRY MIX

CONCRETE @ EACH

END OF SECTION

CLASS C CONCRETE,

4000 PSI, NYSDOT

SECTION 501 BOTH

SIDES OF CURB

6" SUBBASE , NYSDOT TYPE IV

(SECTION 304), COMPACTED TO

95% MODIFIED PROCTOR

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

48 Dietz St, Ste I #1 Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

CITY OF ONEONTA

WESTCOTT PARKING LOT

RETAINING WALL

REPLACEMENT PROJECT

1 05/29/2025 BID SET

DETAILS C202

BRE

AS SHOWN

MAY 29, 2025

AJH

6442.102.33