Exhibit N Ashland Community Center Bid & Permit Drawings (03.13.24).pdf

A101

SIM

A101

A101 1R e f

XX

Name Elevation

N

Room name

150 SF

A101

SIM

View Name A1.1

1/4" = 1'-0"

ROOM NAME

ROOM NUMBER

ROOM AREA

KEYNOTE TAG

REVISION SET TAG

1i

DOOR NUMBER

FINISH TYPE

WINDOW/GLAZING

TAG

LEVEL HEAD

SHEET REFERENCE

ELEVATION REFERENCE

ELEVATION SYMBOL

SHEET REFERENCE

INTERIOR ELEVATION

REFERENCE

INTERIOR

ELEVATION SYMBOL

SHEET REFERENCE

INTERIOR ELEVATION

REFERENCE

BUILDING & WALL

SECTION

SHEET REFERENCE

DRAWING

REFERENCE

DETAIL

REFERENCE

A101

SIM

SHEET REFERENCE

DRAWING

REFERENCE

ENLARGED

PLAN

DESIGNATED AREA

PROJECT NORTH

SHEET REFERENCE

VIEW TITLE

DRAWING SCALE

WALL TYPE TAG

STRUCTURAL

KEYNOTE TAG

CEILING TAG

FLOOR

TRANSITION TAG

CENTER LINE

DELTA w// CURRENT

REVISION NUMBER

PREVIOUS REVISION

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

NOTES

ACT

8'-0"

Remarks

EX#

EX#

ME#

ME#

XX#

XX# FLOOR FINISH

BASE FINISH

ADDITIONAL NOTES

WALL FINISHES

FINISH TAG

TR#

A101

Ref

R e f

R e f

Ref

SHEET REFERENCE

DRAWING

REFERENCE

PHOTO REFERENCE

FINISH TAG

XX

DRAWING NUMBER

1i PLUMBING FIXTURE TAG

1 Ref

R e f

1 Ref

R e f

X

ADDITIONAL KEYNOTE#

PROJECT LOCATION:

74 WINBURN WAY,

ASHLAND, OR 97520

PIONEER HALL

ASHLAND COMMUNITY CENTER - HATCH

INDICATES AREA OF WORK

EXPIRES: 06-30-24

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45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

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G0.00

COVER SHEET

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

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IT

ASHLAND COMMUNITY CENTER RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

100% CONSTRUCTION DOCUMENTS | BID & PERMIT

N

SHEET INDEX

A.B. ANCHOR BOLT

A.C. ASPHALT CONCRETE

A.C.B. ACOUSTICAL BOARD

ACI AMERICAN CONCRETE

INSTITUTE

A.C.P. ACOUSTICAL PANEL

A.C.T. ACOUSTICAL CEILING

TILE

ADD'L. ADDITIONAL

A.D. AREA DRAIN

ADJ. ADJUSTABLE

A.F. ACCESS FLOORING

AGGR. AGGREGATE

A.F.F. ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ARCH. ARCHITECT

ASCE AMERICAN SOCIETY OF

CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING

SOCIETY

BD. BOARD

BITUM. BITUMINOUS

BKP. BACKING PLATE

BM. BEAM

BOT./B.O. BOTTOM/BOTTOM OF

C.B. CATCH BASIN

CEM. CEMENT

CER. CERAMIC

C.G. CORNER GUARD

C.I. CAST IRON

C.J. CONTROL JOINT

CJP COMPLETE JOINT

PENETRATION

CL CENTERLINE

CLG. CEILING

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CMU CONCRETE MASONRY

UNIT

C.O. CASED OPENING

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CORR. CORRIDOR

CPT. CARPET

CTSK. COUNTERSUNK

C.T. CERAMIC TILE

CTR. CENTER

DBA DEFORMED BAR

ANCHOR

D.F. DRINKING FOUNTAIN

D.L. DEAD LOAD

DET. DETAIL

DIA., ⌀ DIAMETER

DISP. DISPENSER

DR. DOOR

DWG. DRAWING

DWR. DRAWER

D.S. DOWNSPOUT

D.S.P. DRY STANDPIPE

(E) EXISTING

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

EL. ELEVATION

EQ. EQUAL

EXPO. EXPOSED

EXP. EXPANSION

EXT. EXTERIOR

F.A. FIRE ALARM

FB. FLAT BAR

F.D. FLOOR DRAIN

FDN. FOUNDATION

FE FIRE EXTINGUISHER

F.H. FLAT HEAD

FIN. FINISH

FLR. FLOOR

F.O.C FACE OF CONCRETE

F.O.F FACE OF FINISH

F.O.S. FACE OF STUDS

F.S. FULL SIZE

FT. FOOT

FTG. FOOTING

FUT. FUTURE

Ga. GAUGE

GALV. GALVANIZED

GL GRID LINE

GLB GLULAM BEAM

G.B. GRAB BAR

GND. GROUND

GYP. GYPSUM

G.W.B. GYPSUM WALL BOARD

H.B. HOSE BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL

STEEL

IBC INTERNATIONAL

BUILDING CODE

I.D. INSIDE DIAMETER

IN. INCH

INT. INTERIOR

J.B. JUNCTION BOX

J.O.H. JAMB OPENING HEIGHT

J.O.W. JAMB WIDTH

JT. JOINT

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LAM. LAMINATE

LB. POUND

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

L.P. LOW POINT

LVF LOW VELOCITY FASTENER

MAX. MAXIMUM

MBMA METAL BUILDING

MANUFACTURERS

ASSOCIATION

M.C. MEDICINE CABINET

M.D.F. MEDIUM DENSITY

FIBERBOARD

M.D.O. MEDIUM DENSITY

OVERLAY

MECH. MECHANICAL

MEMB. MEMBRANE

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.P. MIDPOINT

MPH MILES PER HOUR

M.S. MACHINE SCREW

MT MAGNETIC PARTICLE

TESTING

MTD. MOUNTED

MUL. MULLION

(N) NEW

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

N.T.S. NOT TO SCALE

OBS. OBSCURE

o.c. ON CENTER

O.C.D. OVERHEAD COILING

DOOR

O.C.G OVERHEAD COILING

GRILLE

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED

CONTRACTOR

INSTALLED

O.F.D. OVERFLOW DRAIN

O.F.O.I. OWNER FURNISHED

OWNER INSTALLED

OH. OPPOSITE HAND

OPP. OPPOSITE

OWJ OPEN WEB JOIST

-GENERAL-

G0.00 COVER SHEET

G1.00 CODE PLAN - COMMUNITY CENTER

G2.00 TYPICAL ADA STANDARDS - EXISTING

G2.10 TYPICAL ADA STANDARDS - EXISTING

-ARCHITECTURAL-

A0.00 ASSEMBLIES AND DOOR SCHEDULES

A0.10 FINISH SCHEDULES

A1.00 FLOOR PLAN

A1.10 ROOF PLAN

A2.00 REFLECTED CEILING PLAN

A3.00 FINISH FLOOR PLAN

A4.00 EXTERIOR ELEVATIONS

A4.10 EXTERIOR ELEVATIONS

A5.00 BUILDING SECTIONS

A5.10 WALL SECTIONS

A6.00 STAIRS AND RAMP SECTIONS

A7.00 ENLARGED PLANS & INTERIOR ELEVATIONS

A7.10 ENLARGED PLANS & INTERIOR ELEVATIONS

A7.11 ENLARGED PLANS & INTERIOR ELEVATIONS

A8.00 EXTERIOR DETAILS

A8.10 EXTERIOR DETAILS

A9.00 INTERIOR DETAILS

OWNER:

CONTACT: JASON STRAIGHT PM

CITY OF ASHLAND PUBLIC WORKS

51 WINBURN WAY

ASHLAND, OR 97520

T 541.552.2419

ARCHITECTURE:

STAMPING REGISTRANT: ZACH STOKES, P.E.

CONTACT: JESSI RUSSELL, ARCHITECT

ZCS ENGINEERING & ARCHITECTURE

127 NW D ST.

GRANTS PASS, OR 97526

T 541.479.3865

STRUCTURAL ENGINEERING:

ENGINEER OF RECORD: MATT SMITH P.E. S.E.

CONTACT: STEPHEN CHASE

ZCS ENGINEERING & ARCHITECTURE

127 NW D ST.

GRANTS PASS, OR 97526

T 541.479.3865

CIVIL ENGINEERING:

ENGINEER OF RECORD: SYLAS ALLEN, P.E.

CONTACT: LUCAS GOWEY

ZCS ENGINEERING & ARCHITECTURE

127 NW D ST.

GRANTS PASS, OR 97526

T 541.479.3865

SURVEY:

CONTACT: JOHN R. PARIANI PLS

PARIANI LAND SURVEYING

17 S PLATT ST. SUITE C

EAGLE POINT, OR 97524

T 541.890.1131

GENERAL CONTRACTOR:

TBD

1. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS

SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL

NOTIFY THE PROJECT TEAM OF ANY SIGNIFICANT

DISCREPANCIES FROM CONDITIONS SHOWN ON THE

DRAWINGS.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL CONSTRUCTION MEANS AND METHODS.

RESPONSIBILITY SHALL INCLUDE BUT NOT LIMITED TO

DEMOLITION AND CONSTRUCTION MEANS AND METHODS,

TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO

COMPLETE CONSTRUCTION.

3. BEFORE STARTING A SECTION OF WORK THE

CONTRACTOR SHALL CAREFULLY EXAMINE PREPARATORY

WORK THAT HAS BEEN EXECUTED. ENSURE THAT WORK

AND ADJACENT RELATED WORK WILL FINISH TO PROPER

PLANES AND LEVELS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

CODES.

5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL

CONTRACT DOCUMENTS, FIELD CONDITIONS, AND

DIMENSIONS FOR ACCURACY AND CONFIRMING THAT

WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING

WITH THE CONSTRUCTION. IF THERE ARE ANY QUESTIONS,

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A

CLARIFICATION FROM THE PROJECT TEAM BEFORE

PROCEEDING WITH THE WORK IN QUESTION OR RELATE

WORK.

6. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN

DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR

REQUIRING DIMENSIONS NOT NOTED SHALL ALWAYS

CONTACT THE PROJECT TEAM FOR SUCH INFORMATION

PRIOR TO PRECEDING WITH WORK RELATED TO THOSE

DIMENSIONS

7. THE CONTRACTOR SHALL PROTECT, PATCH, AND REPAIR

TO MATCH ANY WALLS, FLOORS, CEILINGS, AND/OR OTHER

SURFACES WHICH MAY BE DISTURBED DURING THE

INSTALLATION OF MECHANICAL, ELECTRICAL, PLUMBING

OR OTHER OWNER WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CUTTING AND PATCHING REQUIRED FOR PROPER

INSTALLATION OF MATERIAL AND EQUIPMENT. PROVIDE

DEMOLITION AND PATCH/REPAIR IN ALL AREAS (WHETHER

SPECIFICALLY SHOWN OR NOT) TO ACCOMMODATE ALL

WORK.

9. IF THE CONTRACTOR ENCOUNTERS A CONDITION NOT

COVERED IN THE CONSTRUCTION DOCUMENTS, THE

CONTRACTOR SHALL NOTIFY AND RESOLVE THE ISSUE

WITH THE PROJECT TEAM BEFORE COMMENCING ANY

WORK.

10. ALL PERMITS ASSOCIATED WITH THE PROJECT SHALL BE

PAID AND OBTAINED BY THE CONTRACTOR.

11. GENERAL CONTRACTOR SHALL BE SOLELY AND

COMPLETELY RESPONSIBLE FOR JOB CONDITIONS OF THE

JOB SITE, INCLUDING SAFETY OF PERSONS AND PROPERTY

AND COMPLIANCE WITH OSHA SAFETY STANDARDS.

12. WHEN PORTIONS OF THE WORK ARE PERFORMED BY THE

CONTRACTOR ON A DESIGN-BUILD BASIS, THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

DESIGN OF SUCH SYSTEMS AND FOR THE SECURING OF

ALL ASSOCIATED PERMITS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COORDINATION OF ALL DESIGN

BUILD SUB CONTRACTORS.

13. CONTRACTOR SHALL AVOID INTERFERENCE AND CONFLICT

WITH THE BUILDING'S NORMAL OPERATION. CONTRACTOR

TO COMPLY WITH THE BUILDING RULES AND REGULATIONS

REGARDING SCHEDULING AND USE OF ELEVATORS AND

LOADING DOCKS FOR DELIVERY AND HANDLING OF

MATERIALS, EQUIPMENT, AND DEBRIS.

14. ALL KEY NOTES INDICATE NEW ITEMS TYPICALLY U.N.O.

15. CONTRACTOR TO REVIEW ABATEMENT REPORT PRIOR TO

START OF CONSTRUCTION.

PAF POWDER ACTUATED

FASTENER

P/C PRECAST (CONCRETE)

PCF POUNDS PER CUBIC

FOOT

PL PLATE

P.LAM. PLASTIC LAMINATE

PLAS. PLASTER

P.C.P. PORTLAND CEMENT

PLASTER

PJP PARTIAL JOINT

PENETRATION

PR. PAIR

PSF POUNDS PER FOOT

PSI POUNDS PER INCH

P/T POST-TENSIONED

P.T. PRESSURE TREATED

PTN. PARTITION

(R) REMOVE

R., RAD. RADIUS

R.C.P. REFLECTED CEILING

PLAN

R.D. ROOF DRAIN

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

RL. RELOCATE

R.O. ROUGH OPENING

RWD. REDWOOD

REV. REVERSED

S.C. SOLID CORE or SLIP

CRITICAL

S.C.D. SEE CIVIL DRAWINGS

SCHED. SCHEDULE

SHR. SHOWER

SIM. SIMILAR

S.J. SCORE JOINT

S.L.D. SEE LANDSCAPING

DRAWINGS

SLRS SEISMIC LOAD RESISTING

SYSTEM

S.M. SHEET METAL

S.M.D SEE MECHANICAL

DRAWINGS

S.O.G. SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

S.S.D. SEE STRUCTURAL

DRAWINGS

S.S. STAINLESS STEEL

SSMA STEEL STUD

MANUFACTURERS

ASSOCIATION

STD. STANDARD

STRUCT. STRUCTURAL

S.T.S. SELF TAPPING SCREW

SUSP. SUSPENDED

SYM. SYMMETRICAL

THRU THROUGH

TYP. TYPICAL

TRD. TREAD

T.B. TOWEL BAR

T.C. TOP OF CURB

T & G TONGUE AND GROOVE

THK. THICK

TJ TRUSS JOIST

T.P. TOP OF PAVEMENT

TRANS. TRANSVERSE

T.W. TOP OF WALL

U.N.O. UNLESS NOTED

OTHERWISE

U.T. ULTRASONIC TESTING

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

V.T.R. VENT THROUGH ROOF

w/ WITH w/o WITHOUT

W.C. WATER CLOSET

WF WIDE FLANGE

W.O. WINDOW OPENING

W.P. WORK POINT

EXTERIOR PHOTOPROJECT NOTES PROJECT TEAMABBREVIATIONS PROJECT NARRATIVE SHEET INDEX

AERIAL PHOTO

SYMBOLS LEGEND

VICINITY MAP

N

-DEMO-

D1.00 DEMO FLOOR PLAN

D1.10 DEMO ROOF PLAN

D2.00 DEMO REFLECTED CEILING PLAN

D3.00 DEMO EXTERIOR ELEVATIONS

D4.00 DEMO PHOTOS

PROJECT SCOPE:

THE SCOPE OF THIS PROJECT CONSISTS OF VOLUNTARY STRUCTURAL

IMPROVEMENTS TO THE EXISTING ROOF FRAMING, EXISTING FLOOR FRAMING, AND

ADDITIONAL IMPROVEMENTS FOR ACCESSIBILITY AND ADA PURPOSES.

-CIVIL-

C0.00 CIVIL COVER SHEET

C0.01 EROSION AND SEDIMENT CONTROL NOTES

C1.00 EXISTING CONDITIONS AND DEMOLITION PLAN

C2.00 SITE IMPROVEMENT PLAN

C3.00 PRIVATE CIVIL DETAILS

C4.00 AGENCY STANDARD DETAILS

ALTERNATES

A. (N) ADA ACCESSIBLE KITCHEN AND LIGHTING

B. PAINT EXTERIOR SIDING AND TRIM AT FRONT ELEVATION TO MATCH (E)

C. (N) RAMP

D. REFINISH (E) WOOD FLOORS

E. PAINT ALL INTERIOR WALLS, DOORS, AND TRIM

F. INSTALL (N) CARPET TILES

G. (N) CONCRETE SIDEWALK, STORM IMPROVEMENTS, AND DOWNSPOUT BOOT

REPLACEMENT

H. PAINT ENTIRE EXTERIOR SIDING AND TRIM

-STRUCTURAL-

S0.10 STRUCTURAL GENERAL NOTES

S1.10 FOUNDATION PLAN

S2.10 CEILING FRAMING PLAN

S3.10 ROOF FRAMING PLAN

S4.10 TRUSS ELEVATIONS

S4.11 TRUSS DETAILS

S5.10 FOUNDATION DETAILS

S6.10 FRAMING DETAILS

DESIGN BUILD SCOPE

G.C. AND SUBCONTRACTORS TO REVIEW PLANS, VERIFY EXISTING CONDITIONS AND

PROVIDE CODE REQUIRED MEP DESIGN IN COORDINATION WITH THE

ARCHITECTURAL PLANS. FURTHER MODIFICATIONS MAY BE REQUIRED.

MECHANICAL:

1. DEMO (E) EXHAUST FANS AND REPLACE WITH (N)

2. DEMO (E) FLOOR VENTS AND REPLACE WITH (N)

3. DEMO (E) GAS HVAC SYSTEM AND REPLACE WITH (N) ELECTRIC HVAC

SYSTEM. RE-USE (E) DUCTWORK. REMOVE AND REINSTALL (E) DUCTS AS

NECESSARY FOR STRUCTURAL UPGRADES

PLUMBING:

1. DEMO (E) PLUMBING FIXTURES AND REPLACE WITH (N) - RECONFIGURE

WATER AND WASTE LINES AS NECESSARY TO ACCOMMODATE (N) PLUMBING

FIXTURES

ELECTRICAL:

1. REMOVE (E) ELECTRICAL PANEL AND REINSTALL AS REQUIRED TO COMPLETE

STRUCTURAL SCOPE. PAINT CONDUIT TO MATCH

2. DEMO (E) LIGHT FIXTURES AND REPLACE WITH (N)

3. PROVIDE POWER FOR (N) SUMP PUMP

DEFERRED SUBMITTALS

ZCS SHALL PERFORM GENERAL REVIEW OF ANY DEFERRED

SUBMITTAL DESIGNS PRIOR TO SUBMITTING TO THE AHJ AND

PRIOR TO CONSTRUCTION IMPLEMENTATION FOR GENERAL

CONFORMANCE TO THE DESIGN INTENT. DEFERRED SUBMITTAL

ITEMS SHALL NOT BE SPECIALLY FABRICATED OR INSTALLED UNTIL

APPROVED BY THE AHJ AND ZCS.

REVISION ID: DATE:

WH

D W

UP

UP

FIRE LIFE SAFETY LEGEND

EXIT

Room name

OccType

# occs.

150 sf OLF /sf

# Exit(s)

FE

ILLUMINATED EXIT SIGN PER 2022

OREGON FIRE CODE (OFC)

EMERGENCY EXIT ROUTE

ROOM OCCUPANT LOAD

FIRE EXTINGUISHER

OCCUPANCY LOAD VALUE ALONG

EGRESS ROUTE

1 2 3 4 5

A

B

C

D

E

162 SF

STAGE

A-1

11 occs.

15 /sf

1 Exit(s)

163 SF

STORAGE

S-1

1 occs.

300 /sf

1 Exit(s)

112 SF

STORAGE

S-1

1 occs.

300 /sf

1 Exit(s)

181 SF

HALLWAY

92 SF

OFFICE

B

1 occs.

150 /sf

1 Exit(s)

401 SF

OFFICE

B

3 occs.

150 /sf

1 Exit(s)

207 SF

OFFICE

B

2 occs.

150 /sf

1 Exit(s)

172 SF

KITCHEN

A-2

1 occs.

200 /sf

1 Exit(s)

19 SF

PANTRY

S-1

1 occs.

300 /sf

1 Exit(s)

22 SF

SIDE STAGE

21 SF

STORAGE ENTRY

EXIT PATH 'A/B'

EXIT PATH 'A'

EXIT ACCESS

DISTANCE: 77'

/2

EXIT

EXIT

' - 6

/2

1491 SF

MAIN HALL

A-3

213 occs.

7 /sf

2 Exit(s)

1/ 4"

33' - 1 3/4"

EXIT PATH 'B'

EXIT ACCESS

DISTANCE: 98'

11 SF

JAN.

S-1

1 occs.

300 /sf

1 Exit(s)

105A

E X

IT

UP

UP

EXPIRES: 06-30-24

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ROFESS IONA

81129PE

OREGON

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K Ee un 2

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :2

P

M A u to d e s k D o c s /M

.A s h la n d

C o m m u n it y C e n te r

P io n e e r

H a ll/

M

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G1.00

CODE PLAN -

COMMUNITY

CENTER

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

B

ID

P E

R M

IT

SCOPE

THE SCOPE OF THE PROJECT IS TO PERFORM

STRUCTURAL UPGRADES AND ADA IMPROVEMENTS TO

THE EXISTING COMMUNITY CENTER. EXISTING

FINISHES/FIXTURES WILL BE REMOVED AND REPLACED TO

CORRECT STRUCTURAL DEFICIENCIES WITH THE EXISTING

FOUNDATION, FLOOR FRAMING, AND ROOF FRAMING. THE

STRUCTURAL UPGRADES ARE DESIGNED TO MEET

CURRENT CODE LEVELS FOR LOADING. THE FRONT

ENTRY TO THE BUILDING WILL BE RECONSTRUCTED TO

PROVIDE A NEW RAMP, STAIRWAY AND CONCRETE PORCH

WHICH ALL MEET ADA ACCESSIBILITY REQUIREMENTS.

WITHIN THE BUILDING, ADA IMPROVEMENTS INCLUDE NEW

ACCESSIBLE RESTROOMS, AN ACCESSIBLE KITCHEN, A

RAMP WHICH PROVIDES ACCESS TO THE STAGE, AND

WIDENING OF EXISTING DOORWAYS.

THERE WILL BE NO CHANGE IN OCCUPANCY TO THE

BUILDING. OSSC SECTION 1006.3.3 REQUIRES THE

BUILDING TO HAVE TWO EXITS. ONE EXIT IS PROVIDED AT

THE FRONT OF THE BUILDING LEADING DIRECTLY TO THE

RIGHT OF WAY. THE SECOND EXIT IS AT THE BACK SIDE OF

THE BUILDING, LEADING ONTO TO A NEW WOOD DECK

(REBUILT TO MEET ADA’S REQUIREMENTS FOR FLOOR

SURFACES AND STAIRS), AND THROUGH AN EXISTING

NON-CONFORMING EGRESS COURT ALONG THE SOUTH

SIDE OF THE BUILDING. THERE IS AN EXISTING STAIRWAY

ON THE NORTH SIDE OF THE BUILDING WHICH IS

RESTRICTED BY THE NEIGHBORING PARKING LOT AND

UTILITY EQUIPMENT LOCATED ALONG THE PEDESTRIAN

SIDEWALK. PER OSSC SECTION 1028.5, THIS PATH DOES

NOT PROVIDE UNOBSTRUCTED ACCESS TO THE RIGHT OF

WAY, DOES NOT PROVIDE A SAFE DISPERSAL AREA, AND IS

NOT CONSIDERED A VIABLE EXIT. THE STAIRS MUST BE

DEMOLISHED TO CONSTRUCT A NEW STEM WALL ON THE

NORTH SIDE AND WILL NOT BE REBUILT. THE EXISTING

DOORWAY AT THE TOP OF THE STAIRS WILL BE INFILLED

WHICH WILL ALLOW SPACE FOR THE NEW ADA STAGE

RAMP TO BE CONSTRUCTED. ALTHOUGH OSSC SECTION

3403.6.7.2 STATES THAT ACCESSIBLE MEANS OF EGRESS

ARE NOT REQUIRED TO BE ADDED IN EXISTING FACILITIES,

THE NEW ACCESSIBLE FRONT ENTRY/EXIT HAS BEEN

INCORPORATED INTO THE DESIGN FOR THE BENEFIT OF

THE COMMUNITY.

APPLICABLE CODES

BUILDING CODE 2022 OSSC

PLUMBING CODE 2023 OPSC

MECHANICAL CODE 2022 OMSC

ELECTRICAL CODE 2023 OESC

ENERGY SPECIALITY CODE 2021 OEESC

ACCESSIBILITY 2017 ICC A117.1

FIRE CODE 2022 OFC

LOT INFORMATION

74 WINBURN WAY, ASHLAND, OR 97520

BUILDING INFORMATION

CONSTRUCTION TYPE VB

(E) BUILDING AREA 3,642 SF

BUILDING AREA ALLOWED 5,500 SF

(E) NUMBER OF STORIES 1

STORIES ALLOWED 1

(E) BUILDING HEIGHT 23'-10" ±

BUILDING HEIGHT ALLOWED 40'-0"

FIRE SPRINKLER NO

FIRE ALARM NO

OCCUPANCY

A-1 OCC 11 OCCUPANTS

A-2 OCC 1 OCCUPANT

A-3 OCC 213 OCCUPANTS

B OCC 6 OCCUPANTS

S-1 4 OCCUPANTS

TOTAL 235 OCCUPANTS

EGRESS REQUIREMENTS

NUMBER OF EXITS REQUIRED: 2

NUMBER OF EXITS PROVIDED: 2

EXIT ACCESS TRAVEL DISTANCE: 200 FT

(OSSC SECTION 1017.2)

LONGEST DISTANCE PROPOSED: 98 FT

COMMON PATH OF EGRESS TRAVEL 75 FT

(OSSC SECTION 1006.2.1)

LONGEST DISTANCE PROPOSED: 54 FT

EGRESS PATH MIN. WIDTH: 3'-10"

(OCCUPANT LOAD X 0.2")

ACCESSIBLE MEANS OF EGRESS:

PER 3403.6.7.2, ACCESSIBLE MEANS OF EGRESS

REQUIRED BY CHAPTER 10 ARE NOT REQUIRED TO BE

ADDED IN EXISTING FACILITIES

G1.00 3/16" = 1'-0"

CODE PLAN - COMMUNITY CENTER1

N

OCCUPANCY LOAD PER ROOM

# Room Name Area OccType OccLoad Calc

111 STAGE 162 SF A-1 11

109 KITCHEN 172 SF A-2 1

101 MAIN HALL 1491 SF A-3 213

106 OFFICE 92 SF B 1

103 OFFICE 401 SF B 3

102 OFFICE 207 SF B 2

112 STORAGE 163 SF S-1 1

113 STORAGE 112 SF S-1 1

116 PANTRY 19 SF S-1 1

105A JAN. 11 SF S-1 1

LIFE SAFTEY CODE SUMMARY

ENERGY CODE REQUIREMENTS:

CLIMATE ZONE 4 - NON RESIDENTIAL

ROOF: ATTIC R-49

WALL: WOOD FRAMED R-20

DOORS: U-0.370

FENESTRATION: FIXED: U 0.36 MAX, SHGC 0.36 MAX

OPERABLE : U .45 MAX, SHGC 0.33 MAX

TOTAL PROVIDED 2 2

TOTAL REQUIRED 3.2 = 4 1.3 = 2

STORAGE 4 1/100 1/100 .04 .04

BUSINESS 6 1/25 1/40 0.24 0.15

ASSEMBLY 219 1/75 1/200 2.92 1.095

TOTAL TOTAL MALE/FEMALE MALE/FEMALE

TOTAL

W/C LAV W/C LAVGROUP

OCC LOAD FIXTURE RATIOS FIXTURE REQUIREMENTS

PLUMBING COUNT PER TABLE 2902.1

M

A X

M

IN

12" MAX

1"

1-1/2" MIN. CLR.

STAIR HANDRAIL & EXTENSIONS RAMP HANDRAIL & EXTENSIONS

12" MIN.

CONTINUE TO SLOPE FOR

THE DEPTH OF ONE TREAD

BEYOND THE BOTTOM RISER

NOTES:

1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.

2. HANDRAILS SHALL BE CONTINUOUS WITHIN FULL LENGTH OF EACH

STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR

DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHT

FLIGHTS AND RUNS.

3. HANDRAIL HEIGHT SHALL BE MEASURED VERTICALLY ABOVE NOSINGS,

RAMP SURFACES AND WALKING SURFACES.

4. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION

BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR

OBSTRUCTTIONS.

5. HANDRAIL CROSS SECTIONS:

A. CIRCULAR: 1 1/14" MIN. - 2" MAX.

B. NONCIRCULAR PERIMETER: 4" MIN. - 6 1/4" MAX.

C. NONCIRCULAR CROSS SECTION: 2 1/4" MAX.

6. HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR FLOOR,

OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP

RUN OR AN ADJACENT STAIR FLIGHT.

12" MIN. 12" MIN.

FIXTURES DIM# MOUNTING HEIGHT

B

C

D

E

F

G

I

J

K

L

M

N

O

Q

R

EXTEND 42" MIN FROM THE SIDE WALL

TOILET 16" MIN - 18" MAX TO CENTER FROM SIDE WALL

URINAL (ADA) 17" TO RIM A.F.F

URINAL 24" TO RIM A.F.F.

SINK (ADA) 34" MAX TO THE HIGHER OF THE RIM OR COUNTER SURFACE

MIRROR 40" MAX TO BOTTOM EDGE OF REFLECTING SURFACE

HORIZONTAL GRAB BAR 33" MIN - 36" MAX HEIGHT A.F.F. TO T.O. GRIPPING SURFACE

VERTICAL GRAB BAR 39" MIN - 41" MAX HEIGHT A.F.F.

18" MIN IN LENGTH

SIDE WALL GRAB BAR 12" MAX FROM REAR WALL

42" MIN IN LENGTH

EXTEND 54" MIN FROM REAR WALL

39" MIN - 41" MAX FROM THE REAR WALL TO CENTERLINE OF BAR

TOILET 17" MIN - 19" MAX TO T.O. SEAT A.F.F.

18" MIN. TO OUTLET OF DISPENSOR A.F.F.

1 1/2" MIN. FROM B.O. GRAB BAR

24" MIN - 36" MAX FROM WALL TO OUTLET OF DISPENSOR

42" MAX FROM WALL TO OUTLET OF DISPENSOR

H

D

J K

N O

G H

E

F

D

A

REAR WALL GRAB BAR A 36" MIN IN LENGTH

6" MAX.

B

C

I

M

L

R

Q

P

REAR WALL GRAB BAR

G

VERTICAL GRAB BAR

SIDE WALL GRAB BAR

SIDE WALL GRAB BAR

VERTICAL GRAB BAR

TOILET PAPER AND

SEAT COVER DISPENSER

TOILET PAPER DISPENSER

TOILET PAPER DISPENSER

S

S

48" MAX A.F.F. TO HIGHEST OPERABLE PARTS OR

44" MAX A.F.F. IF OVER AN OBSTRUCTION W/ A DEPTH OF >20"

ACCESSORY DISPENSERS

P

P

WATER CLOSET CLEARANCE SIZE - SECTION 604.3

AMBULATORY ACCESSIBLE TOILET COMPARTMENT - SECTION 604.10

LAVATORY CLEAR FLOOR SPACE LAVATORY KNEE AND TOE CLEARANCE

M

IN

8" MIN

CLEARANCE

11" MIN KNEE

CLEARANCE

6" MAX TOE

M

IN

M

IN

59" MIN. FLOOR MOUNT

56" MIN. WALL HUNG

NOTE:

THE REQUIRED CLEARANCE AROUND THE

WATER CLOSET SHALL BE PERMITTED TO

OVERLAP THE WATER CLOSET,

ASSOCIATED GRAB BARS, PAPER

DISPENSERS, SANITARY NAPKIN

RECEPTACLES, COAT HOOKS, SHELVES,

ACCESSIBLE ROUTES, CLEAR FLOOR

SPACE AT OTHER FIXTURES AND THE

TURNING SPACE. NO OTHER FIXTURES OR

OBSTRUCTIONS SHALL BE WITHIN THE

REQUIRED WATER CLOSET CLEARANCE

M

IN

48" MIN.

TYPICAL MOUNTING REQUIREMENTS

60" MIN.

DOOR SHALL NOT SWING INTO

THE REQUIRED MINIMUM AREA

OF THE COMPARTMENT

M

IN

4" MAX.

56" MIN.

OR

M A

X

F L O

O R

M O

U N

T E

D

M

IN

W A

L L

H U

N G

M

IN

O R

O R

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT & DOOR OPENING LOCATION - SECTION 604.9

37" MAX.

35" MIN.

17" MIN. - 19" MAX.

M

IN

M

IN

56" MIN. WALL HUNG (ADULT)

59" MIN. FLOOR MOUNTED (ADULT)

59" MIN. WALL & FLOOR MOUNT (CHILDREN)

T

TBABY CHANGING TABLE 28" MIN - 34" MAX HEIGHT A.F.F.

TOILET PAPER AND

SANITARY NAPKIN

DISPENSER

NOTE:

LETTERS AND NUMBERS ON SIGNS SHALL BE

RAISED 1/32" MIN. AND SHALL BE SANS-SERIF

UPPERCASE CHARACTERS ACCOMPANIED BY

CONTRACTED GRADE 2 BRAILLE WITH A

CONTRASTING BACKGROUND.

PICTOGRAMS SHALL HAVE A

NONGLARE FINISH AND

SHALL CONTRAST WITH

THEIR FIELDS

RESTROOM SIGN LOCATION

GENERAL SIGNAGE REQUIREMENTS

WOMENHEIGHT OF

CHARACTERS SHALL BE

5/8" MIN. TO 2" MAX.

BRAILLE SHALL BE

CONTRACTED GRADE II

SIGN SHALL BE PROVIDED

ON LATCH SIDE OF DOOR

RAISED CHARACTERS SHALL

BE 48" MIN. A.F.F. MEASURED

TO BASELINE OF LOWEST

RAISED CHARACTER AND 60"

MAX. A.F.F. TO THE HIGHEST

RAISED CHARACTER

M

IN

F

IE

L

D

STAIR TREADS AND RISERS - SECTION 504

M A

X

M

IN

11" MIN.

TREADS AND RISERS

STAIR NOSINGS - VERTICAL RISER

CURVE OR BEVEL AT LEADING EDGE

1/2" MAX. ROUNDED 1/2" MAX. BEVEL

.0

1 1/2" MAX.

CURVED

CURVED NOSING

BEVELED NOSING

1 1/2" MAX.

BEVELED

30° MAX.

ANGLED RISER

NOTES:

1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE A

UNIFORM RISER HEIGHT AND UNIFORM TREAD DEPTH.

2. OPEN RISERS SHALL NOT BE PERMITTED.

3. NOSINGS WITHIN A STAIRWAY SHALL BE UNIFORM.

4. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE

THE UNDERSIDE OF THE LEADING EDGE CURVED OR

BEVELED.

5. VISUAL CONTRAST SHALL COMPLY WITH EITHER A OR B:

A. THE LEADING 1" - 2" OF EVERY TREAD AND

LANDING, MEASURED HORIZONTALLY FROM THE

LEADING EDGE OF THE NOSING, SHALL CONSIST

OF A SOLID COLOR HAVING VISUAL CONTRAST

OF DARK-ON-LIGHT OR LIGHT-ON-DARK FROM

THE REMAINDER OF THE TREAD. THE

CONTRASTING MARKING SHALL BE DURABLE

AND SHALL EXTEND FROM ONE SIDE OF EACH

TREAD TO THE OTHER SIDE OF EACH TREAD.

B. DURABLE DISTINCTIVE WARNING MARKINGS

REQUIRED BY THE ADOPTED BUILDING CODE OR

ANSI SAFETY SANDARD.

HANDRAILS - SECTION 505

HANDRAIL CLEARANCE

52" MIN.

M

IN

C H

IL

D

R E

N

A D

U L T

M

A X

M

A X

S T

A N

D

IN

G U

S E

C

H

IL

D R

E N

M

IN

M

A X

M

IN

M

A X

S T

A N

D

IN

G U

A

D U

L T

DRINKING FOUNTAINS - SECTION 602

CLEAR FLOOR SPACE

& SPOUT LOCATION

WHEELCHAIR DRINKING FOUNTAIN

SPOUT HEIGHT & LOCATION

5" MAX.

ADULT

15" MIN.

STANDING USE DRINKING FOUNTAIN

SPOUT HEIGHT & LOCATION

NOTE:

WHERE BOTTLE FILLING STATIONS ARE

PART OF THE DRINKING FOUNTAIN FOR

PERSONS WHO ARE STANDING, THE

BOTTLE FILLING STATION IS NOT REQUIRED

TO COMPLY WITH THIS SECTION PROVIDED

A BOTTLE FILLING STATION IS LOCATED AT

THE DRINKING FOUNTAIN FOR PERSONS

USING WHEELCHAIRS.

DOOR SWINGING IN ON

FRONT WALL OF PARTITION

DOOR SWINGING IN ON

SIDE WALL OF PARTITION

8"

" 1

M

IN

PARTITION

8"

TOE CLEARANCE - PLAN TOE CLEARANCE - ELEVATION

DOOR SWING INTO THE WHEELCHAIR

TOILET COMPARTMENT

URINALS - SECTION 605

13 1/2" MIN.

M A

X

13 1/2" MIN.

WALL HUNG TYPE STALL TYPE

LAVATORIES - SECTION 606

Back wall

Seat wall

Control wall

TRANSFER-TYPE COMPARTMENT CLEARANCES (EXISTING BUILDINGS) - SECTION 608

48" MIN.

M

IN

M

IN

36" MIN.

SIGNAGE, IDENTIFICATION & INTERNATIONAL SYMBOLS OF ACCESSIBILITY - SECTION 703

EXIT

EXIT

FIRE APPLIANCESEXIT SIGNS, LIGHT SWITCHES & OUTLETS

MISCELLANEOUS MOUNTING HEIGHTS

FIRE EXTINGUISHER

OR FIRE HOSE CAB

FIRE ALARM

PULL

ALARM

STROBE

CLOCK

TACK, CHALK, OR

DRY MARKER

BOARD

HOSE

BIBB

SHELF

AND ROD

COAT

HOOKS

CLOSET

ROD

LOW LEVEL

EXIT SIGN

WHERE

REQUIRED

SURFACE-

MOUNTED

ILLUMINATED

EXIT SIGN

3"

9"

M

A X

M

IN

LIGHT

SWITCH

M

A X

M

IN

OUTLET

M

A X

M

IN

WITHIN 5 FT OF EACH

EXIT DOORWAY ON

EACH FLOOR

M

IN

M

A X

M

A X

M

IN

M

A X

M

A X

M

A X

M

IN

V A

R

IE

M

A X

IC

C

A .1

E

X

IS

T

IN

G B

U

IL

D

IN

G

127 NW D Street, Grants Pass, Oregon 97526 | 541-479-3865

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

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G2.00

TYPICAL ADA

STANDARDS -

EXISTING

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

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DATE: Description

(C)

M

IN

WIDTH

DOOR

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

10" MAX.

M

IN

M

A X

10" MAX.

M

A X

>10" - 24" MAX.

M

A X

M

A X

CIRCULAR T-SHAPED OPTION

TURNING SPACE (EXISTING BUILDINGS) - SECTION 304

60" MIN.

OVERLAP OF KNEE AND TOE

M

IN

M

A X

M

A X

20" MAX. >20" - 25" MAX.

M

A X

UNOBSTRUCTED FWD REACH OBSTRUCTED HIGH FORWARD REACH

60" MIN.

M

IN

M

IN

M

IN

MIN.

12"

36" MIN.

MIN.

12" OVERLAP OF KNEE AND TOE

ARM

PULL SIDE PUSH SIDE

PUSH SIDE - DOOR PROVIDED

WITH BOTH CLOSER AND LATCH

M

IN

18" MIN.

M

IN

X

X

M

IN

12" MIN.

MANEUVERING CLEARANCES AT RECESSED DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.5

FRONT APPROACHPOCKET OR HINGE APPROACHSTOP OR LATCH APPROACH

M

IN

M

IN

22" MIN.

M

IN

24" MIN.

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS (EXISTING BUILDINGS) - SECTION 404.2.3.3

FRONT APPROACH, PUSH SIDEHINGE APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDEHINGE APPROACH, PUSH SIDELATCH APPROACH, PULL SIDE

(A) (B)

FRONT APPROACH, PULL SIDE

TWO DOORS OR GATES IN A SERIES (EXISTING BUILDINGS) - SECTION 404.2.5

MANEUVERING CLEARANCE AT SWINGING DOORS (EXISTING BUILDINGS) - SECTION 404.2.3

WIDTH

DOOR

M

IN

M

IN

18" MIN.

M

IN

*12" MIN.

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

36" MIN.

M

IN

M

IN

42" MIN.*4

M

IN

22" MIN.

*48" MIN. IF BOTH

CLOSER AND LATCH

ARE PROVIDED

*4

M

IN

24" MIN.

*54" MIN. IF CLOSER

IS PROVIDED

*4

M

IN

24" MIN.

*48" MIN. IF CLOSER

IS PROVIDED

60" MIN. 48" MIN.

WIDTH

DOOR

LATCH APPROACH, PUSH SIDE

FLOOR SURFACES - SECTION 302

NOTE:

CARPET OR CARPET TILE SHALL HAVE A LOOP,

TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL

CUT/UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAX.

IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE

FASTENED TO THE FLOOR AND SHALL HAVE TRIM

ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE.

1/2" MAX.

OPENINGS IN FLOOR SURFACES - SECTION 302.3

1/2" MAX.

LONG DIMENSION

PERPENDICULAR

TO DIRECTION

OF TRAVEL

PREDOMINANT

DIRECTION OF TRAVEL

CHANGES IN LEVEL - SECTION 303

/4

M

A X

VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL (A)

/4

/2

M

A X

BEVELED CHANGE IN LEVEL (B)

/2

M

A X

NOTE:

CHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT

SHALL BE BY RAMP COMPLYING WITH SECTION 405 OR

BY A CURB CAMP COMPLYING WITH SECTION 406

PARALLEL

POSITION OF CLEAR FLOOR SPACE (EXISTING BUILDINGS) - SECTION 305.5

M

IN

48" MIN.

FORWARD

M

IN

30" MIN.

FORWARD APPROACHPARALLEL APPROACH

MANEUVERING CLEARANCE IN AN ALCOVE - SECTION 305.7

60" MIN.

X

36" MIN.

X

KNEE AND TOE CLEARANCE - SECTION 306

8" MIN.

M

IN

M

IN

11" MIN.

M

IN

25" MAX.

M

IN

25" MAX.

17" MIN.

6" MAX.

TOE CLEARANCE - ELEVATION

TOE CLEARANCE - PLAN

KNEE CLEARANCE - ELEVATION

KNEE CLEARANCE - PLAN

x

4" MAX.

X

4" MAX. 4" MAX.

POST

SIGN

M

A X

X > 12"

4" MAX. 4" MAX.

X < 12"

X > 12"

UNLIMITED

POST MOUNTED PROTRUDING OBJECTSLIMITS OF PROTRUDING OBJECTS

PROTRUDING OBJECTS - SECTION 307

NOTE:

ROTRUDING OBJECTS SHALL NOT REDUCE THE

CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES

REDUCED VERTICAL CLEARANCE

M

A X

X

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

M

IN

M

IN

CLEAR WIDTH OF AN INTERIOR ACCESSIBLE ROUTE (EXISTING BUILDINGS) - SECTION 403.5

CLEAR WIDTH OF AN ACCESSIBLE ROUTE - INTERIOR

CLEAR WIDTH OF AN ACCESSIBLE ROUTE - EXTERIOR

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

M

IN

M

IN

42" MIN.

X < 48"

42" MIN.

M

IN

36" MIN.

X < 48"

36" MIN.

CLEAR WIDTH AT 180-DEGREE TURN

OPTION 2

CLEAR WIDTH AT 180-DEGREE TURN

OPTION 1

M

IN

38" MIN.

60" MIN.

M

IN

M

IN

PASSING SPACE - 60"x60" OPTION

M

IN

PASSING SPACE - T-TURN OPTION

M

IN

M

IN

48" MIN. 36" MIN. 48" MIN.

T-TURN COMPLYING

WITH SECTION 304

CLEAR WIDTH AT 90-DEGREE TURN

REACH RANGES - SECTION 308

SLIDING DOOR

HINGED DOOR

32" MIN.

32" MIN.

CLEAR WIDTH OF DOORWAYS - SECTION 404.2

32" MIN.

FOLDING DOOR DOORWAYS WITHIN DOORS

36" MIN.

60" MIN. 60" MIN.

LANDING RAMP RUN LANDING

AT LEAST AS WIDE

AS RAMP RUN

60" MIN.

LANDING

M

IN

RAMP

RUN

RAMP

RUN

RAMPS - SECTION 405 RAMP EDGE PROTECTION - SECTION 405.9

RAMP

LANDING

10"

/2

M

A X

OR

10"

/2

M

A X

EDGE PROTECTION - LIMITED DROP-OFF EXCEPTION

12" MIN. 12" MIN.

EXTENDED FLOOR SURFACE

CURB

M

IN

C

U R

B

BARRIER

BARRIER PREVENTS PASSAGE

OF 4" SPHERE WITH ANY

PORTION WITHIN 4" OF FLOOR

NOTE:

1. RAMPS SHALL HAVE A RUNNING SLOPE

GREATER THAN 1:20 AND NOT STEEPER

THAN 1:12.

2. CROSS SLOPE OF RAMP RUNS SHALL

NOT BE STEEPER THAN 1:48.

3. HANDRAILS AND HANDRAIL SUPPORTS

THAT ARE PROVIDED ON THE RAMP RUN

SHALL NOT PROJECT INTO THE

REQUIRED CLEAR WIDTH OF THE RAMP

RUN.

4. THE RISE FOR ANY RAMP RUN SHALL BE

30" MAX.

5. RAMPS SHALL HAVE LANDINGS AT THE

BOTTOM AND TOP OF EACH RAMP RUN

6. LANDINGS SHALL HAVE A SLOPE NOT

STEEPER THAN 1:48.

7. CLEAR WIDTH OF LANDINGS SHALL BE AT

LEAST AS WIDE AS THE WIDEST RAMP

RUN LEADING TO THE LANDING.

8. RAMP RUNS WITH A RISE GREATER THAN

6" SHALL HAVE HANDRAILS.

NOTE:

EDGE PROTECTION SHALL BE PROVIDED ON

EACH SIDE OF RAMP RUNS AND AT EACH SIDE

OF RAMP LANDINGS

M

A X

B A

S E

M

IN

IC

C

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IN

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D

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G

127 NW D Street, Grants Pass, Oregon 97526 | 541-479-3865

PROJECT NO.

DATE:

DRAWN:

CHECKED:

O N

E I N

C H

E Q

U A

L S

F U

L L

S C

A L E

/1

/2

:4 :2

P

M

G2.10

TYPICAL ADA

STANDARDS -

EXISTING

M-0298-22

ASHLAND

COMMUNITY

CENTER

RENOVATION

CITY OF ASHLAND

74 WINBURN WAY

ASHLAND, OR 97520

03-13-2024

WYH

JRR

C O

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DATE: Description

CIVIL

COVER SHEET

C0.00

TRUE/PROJECT

NORTH

ASHLAND COMMUNITY CENTER

RENOVATION

ASHLAND, OR 97520

PROJECT INFORMATION VICINITY MAP SHEET INDEX

ABBREVIATIONS

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ASTM AMERICAN STANDARD TEST METHOD

AWWA AMERICAN WATER WORKS ASSOCIATION

CONC CONCRETE

DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY

DWG DRAWING

(e) EXISTING

EG EXISTING GRADE

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

GRD GROUND

IE INVERT ELEVATION

(N) NEW

NAVD NORTH AMERICAN VERTICAL DATUM

ROW RIGHT-OF-WAY

TBC TOP BACK OF CURB

BMP BEST MANAGEMENT PRACTICE

EPA ENVIRONMENTAL PROTECTION AGENCY

ESCP EROSION AND SEDIMENT CONTROL PLAN

LF LINEAL FEET

MAX MAXIMUM

MIN MINIMUM

TOS TOP OF STAIR

LOT INFORMATION:

SITE LOCATION: 59 WINBURN WAY

ASHLAND, OREGON 97520

TAX MAP: T39S-R01E-S09BC

TAX LOT: 2500

SITE ACREAGE: ±0.36 ACRES

ZONING: R-1-7.5 ASHLAND-RESIDENTIAL

PROJECT TEAM

OWNER

CITY OF ASHLAND PUBLIC WORKS

CONTACT: JASON STRAIT, PE

51 WINBURN WAY

ASHLAND, OR 97520

(541) 552-2419

ENGINEER OF RECORD

SYLAS E. ALLEN, PE

CONTACT: LUCAS GOWEY

ZCS ENGINEERING & ARCHITECTURE

45 HAWTHORNE STREET

MEDFORD, OR 97504

(541) 479-3865

ARCHITECT

ZACHARY A. STOKES, PE

CONTACT: JESSI RUSSELL

ZCS ENGINEERING & ARCHITECTURE

45 HAWTHORNE STREET

MEDFORD, OR, 97504

(541) 479-3865

SURVEYOR

JOHN PARIANI, PLS

PARIANI LAND SURVEYING

17 S. PLATT STREET, SUITE C

EAGLE POINT, OR 97524

(541) 890-1131

ATTENTION:

OREGON LAW REQUIRES YOU TO FOLLOW

RULES ADOPTED BY THE OREGON UTILITY

NOTIFICATION CENTER. THOSE RULES ARE SET

FORTH IN OAR 952-001-0010 THROUGH

952-001-0090. YOU MAY OBTAIN COPIES OF THE

RULES BY CALLING THE CENTER. (NOTE: THE

TELEPHONE NUMBER FOR THE OREGON UTILITY

NOTIFICATION CENTER IS (503 232-1987).

SITE PLAN

ASHLAND

COMMUNITY

CENTER

WINBURN WAY

C0.00 CIVIL COVER SHEET

C0.01 EROSION AND SEDIMENT CONTROL NOTES

C1.00 EXISTING CONDITIONS AND DEMOLITION PLAN

C2.00 SITE IMPROVEMENT PLAN

C3.00 PRIVATE CIVIL DETAILS

C4.00 AGENCY STANDARD DETAILS

M/E MATCH EXISTING

CIVIL LEGEND

SYMBOLS (EXISTING):

SYMBOLS (NEW):

HATCHES & LINE TYPES:

NEW CONCRETE PAVEMENT

GRADE SPOT ELEVATION

GRADING SLOPE2.0%

ac 1902.1 ac 1902.1

GRADE SPOT ELEVATION(e) ac 1902.1

(e) ac 1902.1

BUILDING COLUMN

IRRIGATION VALVE

WATER METER

HOSE BIB/YARD HYDRANT

SITE LIGHT

EXISTING POWER - BURIEDP

EXISTING NATURAL GASG

EXISTING WATERW

EXISTING SURFACE CONTOUR - MAJOR

EXISTING SURFACE CONTOUR - MINOR

POWER METER

TELEPHONE/COMMUNICATIONS RISER

EXISTING TELEPHONE - BURIEDTEL

SD EXISTING STORM SEWER

CATCH BASIN

POWER TRANSFORMER

CONCRETE RAMP

PROPERTY LINE

UTILITY STATEMENT:

EXISTING UNDERGROUND UTILITIES ILLUSTRATED IN THESE PLANS ARE

APPROXIMATED BASED ON MAPS OBTAINED FROM THE CITY OF ASHLAND

PUBLIC WORKS FILES, OR HAVE BEEN LOCATED BY A UTILITY LOCATE

COMPANY. LAYOUT INDICATED IS NOT TO BE RELIED ON AS BEING EXACT

OR COMPLETE. ALL LINES WITHIN PROJECTED WORK ZONE SHALL BE FIELD

VERIFIED AS REQUIRED PRIOR TO CONSTRUCTION.

EROSION CONTROL NOTE:

THIS EROSION AND SEDIMENT CONTROL PLAN MUST BE IMPLEMENTED

PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE

INFORMATION CONTAINED WITHIN THE REFERENCED DRAWINGS SHALL BE

CONSIDERED A MINIMUM AND SHALL BE MODIFIED AS REQUIRED BY THE

CONTRACTOR AND INSPECTOR, TO CONTAIN ALL SEDIMENT ON SITE.

SPECIAL ATTENTION SHALL BE TAKEN AT ALL EXISTING STORM DRAIN

CATCH BASINS AND STORM DRAIN CHANNELS AS TO ELIMINATE ANY

SEDIMENT TRANSFER INTO THE EXISTING PUBLIC STORM DRAIN SYSTEM.

GENERAL CIVIL NOTES:

1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 2021 OREGON

STANDARD SPECIFICATIONS FOR CONSTRUCTION, CURRENT OREGON

PLUMBING SPECIALTY CODE, AND ALL APPLICABLE STATE, CITY, AND

COUNTY REGULATIONS AND STANDARDS. CONTACT ENGINEER FOR

DIRECTIVE IN THE EVENT OF CONFLICTING STANDARDS.

2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED

WITH THE CITY OF ASHLAND INSPECTOR AND SHALL CONFORM TO THAT

AGENCY'S CURRENT ENGINEERING STANDARD SPECIFICATIONS AND

DETAILS.

3. THE GENERAL CONTRACTOR AND ALL THEIR AFFILIATES SHALL VERIFY

ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS PRIOR TO

CONSTRUCTION. IMMEDIATELY NOTIFY ENGINEER OF ANY

DISCREPANCIES.

4. ALL CONSTRUCTION STAKING, GRADE SURVEYING, AND HORIZONTAL

LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND

SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED

IN THE STATE OF OREGON; COORDINATE WITH ENGINEER PRIOR TO

CONSTRUCTION.

5. ALL EXISTING UTILITIES IDENTIFIED IN THIS PLAN SET ARE NOT

INTENDED TO BE EXACT OR COMPLETE. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UTILITIES AND

PROTECT AS REQUIRED DURING THE COURSE OF CONSTRUCTION.

CALL THE "OREGON UTILITY NOTIFICATION CENTER" AT 1-800-332-2344

TO LOCATE EXISTING UTILITIES, 48 HOURS BEFORE DIGGING.

6. CONTRACTOR SHALL NOTIFY ALL APPLICABLE REGULATORY AGENCIES

AND UTILITY COMPANIES 48 HOURS PRIOR TO BEGINNING WORK.

7. ALL BASE ROCK PLACED IN UTILITY TRENCHES SHALL CONFORM TO THE

2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION.

8. ALL UTILITY SERVICES SHALL BE INSTALLED PER THE RESPECTIVE

UTILITY CODES AND STANDARDS.

9. ALL UTILITIES SHALL HAVE A MINIMUM COVER AS IDENTIFIED IN THE

PLAN SET OR AS OTHERWISE SPECIFIED BY THE RESPECTIVE UTILITY

COMPANY.

10. ALL SERVICES SHALL BE ADEQUATELY MARKED AS TO IDENTIFY THE

SIZE, TYPE, AND DEPTH OF THE SERVICE. CONTRACTOR TO PROVIDE

LOCATE WIRE/TAPE AS REQUIRED BY THE APPLICABLE AGENCIES.

11. ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE

INSTALLED PRIOR TO CONSTRUCTION OF CURBS AND GUTTERS.

CONTRACTOR SHALL STAMP CURBS OR SIDEWALKS (AS APPLICABLE)

TO MARK THE LOCATIONS OF ALL SERVICE LINES (S - SANITARY, W -

WATER, D - STORM DRAIN, G - GAS).

12. ALL SERVICES AND SLEEVES SHALL BE PLUGGED AS REQUIRED TO

ENSURE THAT NO FOREIGN MATERIALS ENTER THE LINE.

13. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN AS-BUILT

DRAWING OF ALL UTILITY SERVICE INSTALLATIONS INCLUDING THE

SERVICE SIZE, TYPE, DEPTH OF MAIN, TYPE OF CONNECTION AT MAIN,

INSTALLATION DATE, LOCATION, AND SKETCH (AS APPLICABLE).

14. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO

COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. COORDINATE

WITH THE ENGINEER PRIOR TO CONSTRUCTION TO IDENTIFY PERMIT

REQUIREMENTS.

15. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWING

SUBMITTALS ON ALL PERMANENTLY INSTALLED MANUFACTURED ITEMS.

16. STORM COLLECTION SYSTEM IS DESIGNED FOR WATER TIGHT

COMPONENTS.

17. ALL STORM PIPE IDENTIFIED AS 'PVC' SHALL BE ASTM D 3034 - SDR 35.

ALL STORM PIPE IDENTIFIED AS 'PERF' SHALL BE ASTM D 3034 WITH

3-WAY DIRECTIONAL PERFORATIONS.

18. ALL STORM COLLECTION SYSTEM CONNECTIONS AND COMPONENTS

SHALL CONFORM TO PIPE MANUFACTURER REQUIREMENTS.

CONTRACTOR TO COORDINATE FINAL STORM SYSTEM LAYOUT WITH

ENGINEER AND STORM SYSTEM SUPPLIER PRIOR AT TIME OF

CONSTRUCTION. STORM SYSTEM COMPONENT SHOP DRAWINGS SHALL

BE PROVIDED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION.

19. ALL UNDERGROUND PIPING, CONDUIT AND OTHER UTILITIES SHALL BE

INSTALLED PER ZCS DETAIL 8 ON SHEET C3.00 (OR AS OTHERWISE

SPECIFIED BY PIPE MANUFACTURER). NOTIFY ENGINEER IN EVENT OF

DISCREPANCIES.

20. ALL TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC SHALL BE

BY THE CONTRACTOR AND CONFORM WITH BOTH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES AND THE ODOT MANUAL ON

SHORT TERM TRAFFIC CONTROL (AS APPLICABLE).

21. HOLD SUB-GRADE ELEVATIONS DOWN 6" WITHIN LANDSCAPE AREAS

RECEIVING GROUND COVER AND/OR LAWN. REFER TO LANDSCAPE

PLANS FOR ADDITIONAL INFORMATION PERTAINING TO TOP SOIL

REQUIREMENTS, SEE LANDSCAPE NOTES FOR MORE DETAILS.

22. SEE PLAN SET FOR ADDITIONAL INFORMATION.

RESTORATION STATEMENT:

CONTRACTOR SHALL RESTORE BACK TO ORIGINAL CONDITION, PRIOR TO

CONTRACT COMPLETION, ALL DISTURBED SURFACES IMPACTED DURING

CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, CONSTRUCTION

ACCESS, SIDEWALKS, CURBS, ASPHALT, LAWN AND LANDSCAPE AREAS, ETC.

DISTURBED AREAS TO BE GRADED SMOOTH AND ADEQUATELY SLOPED TO

DRAIN. AREA SHALL BE CLEAN AND FINISH GRADED BEFORE FINAL

DEMOBILIZATION. COORDINATE WITH ENGINEER AND OWNER AT THE TIME

OF PROJECT CONSTRUCTION COMPLETION.

SPECIAL CONCRETE NOTES:

THE FOLLOWING NOTES APPLY TO ALL PROJECT CONCRETE. CERTAIN

NOTES MAY NOT BE APPLICABLE. CONTACT THE ENGINEER OF RECORD

FOR CLARIFICATION AS REQUIRED:

1. ALL FLATWORK CONCRETE TO BE f'c = 3,500 PSI UNLESS NOTED OTHERWISE. ALL RETAINING WALL CONCRETE TO BE f'c = 4,000 PSI

UNLESS NOTED OTHERWISE. PROVIDE STANDARD CONCRETE TESTING

PUCKS FROM CONCRETE SUPPLIER.

2. ALL CONCRETE TO HAVE 6% (±1%) AIR ENTRAINMENT AND 4" SLUMP.

3. PERFORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 318. FOLLOW

RECOMMENDATIONS OF ACI 305R WHEN CONCRETING DURING HOT

WEATHER AND ACI 306R WHEN CONCRETING DURING COLD WEATHER.

PLACE CONCRETE IN ACCORDANCE WITH ACI 304R. ENSURE

REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED JOINTS ARE

NOT DISTURBED DURING CONCRETE PLACEMENT. PLACE CONCRETE

CONTINUOUSLY OVER THE FULL WIDTH OF THE PANEL AND BETWEEN

PREDETERMINED CONSTRUCTION JOINTS

4. ALL CONCRETE SHALL BE PLACED OVER 4" MINIMUM LAYER (UNLESS

NOTED OTHERWISE) OF APPROVED 3/4" MINUS ODOT SPEC CRUSHED

ROCK COMPACTED TO 95% AASHTO T-99 OVER APPROVED COMPACTED

(ASTM D698) STRUCTURAL FILL AS REQUIRED FOR GRADE OVER FIRM,

UNDISTURBED, NON-ORGANIC NATIVE MATERIAL. THE EXISTING SITE

SHALL BE CLEARED AND GRUBBED OF ALL ORGANIC AND/OR

EXPANSIVE MATERIAL PRIOR TO STRUCTURAL FILL IMPORT

5. ALL BACKFILL SHALL BE NON-ORGANIC, NON-EXPANSIVE GRANULAR

MATERIAL COMPACTED TO 95% PROCTOR

6. REINFORCING STEEL SHALL CONFORM TO ASTM A 615/A 615M GRADE 60

(420); DEFORMED BILLET STEEL BARS; UNFINISHED FINISH. STEEL

WELDED WIRE REINFORCEMENT SHALL BE PLAIN TYPE, ASTM A 185/A

185M; IN FLAT SHEETS; UNFINISHED. DOWELS SHALL CONFORM TO

ASTM A 615/A 615M GRADE 40 (280); DEFORMED BILLET STEEL BARS;

UNFINISHED FINISH. ALL TIE WIRE SHALL BE A MINIMUM OF #16

ANNEALED STEEL.

7. PLACE AND SECURE FORMS TO CORRECT LOCATION, DIMENSION,

PROFILE, AND GRADIENT. ASSEMBLE FORMWORK TO PERMIT EASY

STRIPPING AND DISMANTLING WITHOUT DAMAGING CONCRETE. PLACE

JOINT FILLER VERTICAL IN POSITION, IN STRAIGHT LINES. SECURE TO

FORMWORK DURING CONCRETE PLACEMENT. HOLD TOP OF

PRE-MOLDED JOINT FILLER DOWN 1/2" AND SEAL UPPER 3/8" WITH

APPROVED JOINT SEAL MATERIAL.

8. RETAINING WALLS TO BE AT MINIMUM 80% DESIGN STRENGTH AND 7

DAYS CURE PRIOR TO ANY BACKFILL PLACEMENT.

9. NO HORIZONTAL CONSTRUCTION JOINTS PERMITTED

10. MAXIMUM VARIATION OF SURFACE FLATNESS SHALL NOT EXCEED 1/4

INCH IN 10 FT AND MAXIMUM VARIATION FROM TRUE POSITION SHALL

NOT EXCEED 1/4 INCH

11. IMMEDIATELY AFTER PLACEMENT, PROTECT PAVEMENT FROM

PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURES, AND

MECHANICAL INJURY. DO NOT PERMIT PEDESTRIAN TRAFFIC OVER

PAVEMENT FOR 7 DAYS MINIMUM AFTER FINISHING.

12. FINISH AS FOLLOWS:

A. SIDEWALK PAVING: LIGHT BROOM, TEXTURE PERPENDICULAR TO

DIRECTION OF TRAVEL WITH TROWELED AND RADIUSED EDGE 1/2

INCH RADIUS

B. RETAINING WALLS: SMOOTH RUBBED FINISH. WET CONCRETE AND

RUB WITH CARBORUNDUM BRICK OR OTHER ABRASIVE, NOT MORE

THAN 24 HOURS AFTER FORM REMOVAL. REPAIR/PLUG SURFACE

DEFECTS, INCLUDING TIE HOLES, IMMEDIATELY AFTER REMOVING

FORM WORK.

C. PLACE CURING COMPOUND ON EXPOSED CONCRETE SURFACES

IMMEDIATELY AFTER FINISHING. APPLY IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

SITE PREPARATION NOTES:

CLEARING AND GRUBBING -

1. ALL AREAS BELOW WALKWAYS SHALL BE CLEARED AND GRUBBED OF

ALL PAVEMENT, FOREIGN MATTER, DEBRIS, ORGANIC AND DISTURBED

MATERIAL, (U.N.O.) STRIPPING DEPTHS WILL VARY DEPENDING ON

LOCATION AND PAVEMENT SECTION REQUIREMENTS. ALL EXPOSED

MATERIAL SHALL BE MOISTURE CONDITIONED TO WITHIN 2% OF

OPTIMUM PRIOR TO PLACEMENT OF FILL MATERIAL DESCRIBED BELOW.

2. ALL CLEARED AND GRUBBED MATERIAL NOT UTILIZED FOR THE

PROJECT SHALL BE REMOVED FROM THE CONSTRUCTION SITE.

CONTRACTOR SHALL COORDINATE APPROVED DISPOSAL LOCATION.

3. ALL AREAS WITH ABANDONED UTILITY LINES, STORM DRAINS,

UNDERGROUND TANKS, ETC. WHICH PROVIDE VOID SPACE BENEATH

THE SURFACE SHALL BE LOCATED AND REMOVED PRIOR TO GRADING

ACTIVITIES.

4. ALL HOLES, DEPRESSIONS, AND UNDISTURBED NATIVE MATERIAL SHALL

BE CLEARED OF ALL LOOSE AND ORGANIC MATERIAL PRIOR TO

BACKFILLING WITH APPROVED STRUCTURAL FILL.

5. AFTER CLEARING THE ABOVE MENTIONED AREAS, ALL EXPOSED

SUB-GRADE SHALL BE PROOF ROLLED WITH A LOADED DUMP TRUCK OR

HEAVY NON-VIBRATORY ROLLER. SOILS SHALL BE REMOVED AND

RECOMPACTED OR REPLACED WITH APPROVED IMPORTED

STRUCTURAL FILL IF THEY DO NOT DEMONSTRATE A FIRM, UNYIELDING

CONDITION. CIVIL ENGINEER OF RECORD SHALL APPROVE SUB-GRADE

SURFACE PRIOR TO STRUCTURAL FILL IMPORT EXPLAINED BELOW.

STRUCTURAL FILL PLACEMENT AND COMPACTION -

6. APPROVED STRUCTURAL FILL SHALL BE IMPORTED AND PLACED

BENEATH AREAS RECEIVING CONCRETE PAVEMENT.

7. STRUCTURAL FILL MATERIALS SHALL BE APPROVED BY THE CIVIL

ENGINEER OF RECORD PRIOR TO IMPORTING. ALL FILL SHALL BE FREE

OF ORGANIC AND EXPANSIVE CLAY MATERIAL. ALL BASE ROCK SHALL

CONFORM TO THE SPECIFICATIONS IDENTIFIED IN THE PLAN SET.

8. STRUCTURAL FILL PLACEMENT LIFTS TO BE DETERMINED BY THE CIVIL

ENGINEER OF RECORD BASED ON MATERIAL PROPERTIES AND TYPE OF

COMPACTION EQUIPMENT USED. BASE ROCK PLACEMENT LIFTS SHALL

NOT EXCEED 8". EACH LIFT SHALL BE NEARLY EQUAL IN THICKNESS AND

COMPACTED TO A MINIMUM OF 95% OF ASTM D698. FILLS SHALL BE

PLACED AT OR SLIGHTLY ABOVE THEIR OPTIMUM MOISTURE CONTENT.

GENERAL CIVIL NOTES

CATCH BASIN

NEW STORM SEWERSD

PIONEER HALL

BUILDING

STORM DRAIN CLEANOUT

TREE - CONIFER

SHRUB

LIMITS OF WORK

EXISTING IRRIGATIONIRR

EXISTING FENCEX

NEW LANDSCAPING

ROOF DRAIN DOWNSPOUT

ROOF DRAIN DOWNSPOUT

BOS BOTTOM OF STAIR

SW SIDEWALK

TOW TOP OF WALL

TYP TYPICAL

CLEANOUT RISER TO GRADE

FLAGPOLE

SS EXISTING SANITARY SEWER

TOC TIME OF CONSTRUCTION

GUT GUTTER

CB CATCH BASIN

EXISTING FENCEX

EA EACH

PROJECT NO:

DRAWN:

CHECKED:

DATE:

CITY OF ASHLAND

59 WINBURN WAY

ASHLAND, OR 97520

ASHLAND

COMMUNITY

CENTER

RENOVATION

45 Hawthorne Street, Medford, Oregon 97504 | 541-500-8588

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03-13-24

MKW, LGG

CMW

M-0298-22

REVISION ID: DATE:

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EROSION AND

SEDIMENT CONTROL

NOTES

C0.01

CONCRETE MANAGEMENT:

CONCRETE TRUCKS AND TRANSFER CHUTES SHALL BE WASHED-OUT ON-SITE

UTILIZING A CONCRETE WASHOUT TO COLLECT ALL WASH WATER AND

CONCRETE WASTE. THE WASHOUT AREA WILL BE LOCATED AWAY FROM STORM

DRAINS, OPEN DITCHES OR WATER BODIES. SIGNS WILL BE POSTED

THROUGHOUT THE JOBSITE, DIRECTING CREWS AND CONCRETE TRUCKS TO

CONCRETE WASHOUTS. UPON COMPLETION OF THE CONCRETE WORK, THE

CONTRACTOR SHALL BREAK UP, REMOVE, AND HAUL AWAY OR REUSE ON SITE

SOLID CONCRETE THAT HAS ACCUMULATED IN THE WASHOUT.

CONSTRUCTION SPECIFICATIONS:

MATERIAL USE:

· INSTALL STORM DRAIN PROTECTION AT ANY DOWN-GRADIENT INLETS THAT

MAY BE IMPACTED BY THE ACTIVITY. SEE THE BMP ON “STORM DRAIN INLET

PROTECTION.”

· DO NOT PLACE CONCRETE DURING RAIN (PRECIPITATION THAT IS

SUFFICIENT TO CAUSE LOCAL RUNOFF) OR WITHIN 18 HOURS OF

FORECASTED RAIN.

· PLACE STOPPERS ON CONCRETE TRUCK CHUTES DURING TRAVEL ONSITE

TO MANAGE POTENTIAL DRIBBLING OF CONCRETE MATERIAL.

· MINIMIZE AMOUNT OF CURING COMPOUND AND FORM OIL USED AND DO

NOT OVERSPRAY ONTO A NON-TARGET SURFACE.

· SANDBLASTING: USE SHROUDS WHERE NECESSARY TO CONTAIN WASTE

FROM SANDBLASTING. CONDUCT WORK IN ACCORDANCE WITH APPLICABLE

AIR QUALITY STANDARDS. COLLECTED DEBRIS FOR PROPER DISPOSAL

ASAP AND PRIOR TO RAIN EVENTS.

· MINIMIZE THE AMOUNT OF WATER USED DURING CORING/DRILLING OR SAW

CUTTING. DURING WET CORING OR SAW CUTTING, USE A SHOVEL OR WET

VACUUM TO LIFT THE COOLING WATER / SLURRY FROM THE PAVEMENT.

ADDITIONALLY, IF WET VACUUMING IS NOT ADEQUATE TO CAPTURE

WASTEWATER FROM THE ACTIVITY, SAND BAG BARRIERS OR OTHER

CONTAINMENT SHALL BE USED.

· IF CONCRETE RESIDUE REMAINS AFTER DRYING, THE AREA SHALL BE

SWEPT UP AND RESIDUE REMOVED TO AVOID CONTACT WITH STORM

WATER OR ENTERING A STORM DRAIN OR WATER BODY VIA THE WIND. �

· THE SWEEPINGS SHALL BE COLLECTED AND RETURNED TO THE

AGGREGATE STOCKPILE OR DISPOSED IN THE TRASH AND NOT WASHED

INTO THE STREET OR STORM DRAIN.

· WASHING OF FRESH CONCRETE SHALL BE AVOIDED, UNLESS RUNOFF CAN

BE DRAINED TO A BERMED OR LEVEL AREA, AWAY FROM STORM DRAIN

INLETS AND CHANNELS.

· ACID WASHING OF CONCRETE SHALL BE MINIMIZED. WHERE REQUIRED,

ACID WASH SHALL BE DIRECTED INTO A COLLECTION AREA LINED WITH

VISQUEEN. RESIDUALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF

AS HAZARDOUS WASTE.

· HANDLING OF WET CONCRETE, SUCH AS MOVING A PUMPER CHUTE OR

TRANSPORTING MATERIAL IN A WHEELBARROW FROM THE DELIVERY

TRUCK, MUST BE PERFORMED IN A CONTROLLED MANNER TO PREVENT

DRIPS AND SPILLS OUTSIDE THE TARGET POUR AREA. MINIMIZE WATER

USE.

· CONCRETE DRIPS, SPILLS, OVER POURS, AND EQUIPMENT RINSE WATER

LANDING ON RAIN-EXPOSED OUTSIDE OF ANY BMP DEVICE MUST BE

COLLECTED AND HAVE THE SURFACE CLEANED AND WASTE DISPOSED OF

PROPERLY PRIOR TO THE END OF THE WORKDAY OR BEFORE THE NEXT

RAIN EVENT. CONCRETE-LADEN EQUIPMENT IMPLEMENTS (E.G., CRANE

BUCKETS) MUST BE STORED ON TOP OF HEAVY MIL PLASTIC UNTIL DRY.

USED FORMS THAT ARE NOT IMMEDIATELY PLACED INTO A HAUL TRUCK

WHEN REMOVED FROM FOUNDATIONS MUST ALSO BE TEMPORARILY

STAGED OVER PLASTIC SHEETING OR AN EQUIVALENT UNTIL RINSED,

WIPED, OR DRIED OR UNTIL HAULED OFFSITE.

WASTE MANAGEMENT:

· DO NOT DISCHARGE CONCRETE RESIDUE OR PARTICULATE MATTER INTO

A STORM DRAIN INLET OR WATERCOURSE.

· EXCESS CONCRETE SHALL NOT BE DUMPED ON-SITE.

THE FOLLOWING OPTIONS SHALL BE USED FOR CONCRETE TRUCK CHUTE

AND/OR PUMP AND HOSE WASHOUT:

CONCRETE WASHOUTS: WASHOUT STATIONS CAN BE A PLASTIC LINED

TEMPORARY PIT OR BERMED AREA DESIGNED WITH SUFFICIENT VOLUME

TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS

PLUS ENOUGH CAPACITY FOR RAINWATER. THE DESIGNATED AREA SHALL

BE LOCATED AWAY FROM STORM DRAIN INLETS, OR WATERCOURSES.

NEW WASHOUTS SHALL BE CONSTRUCTED AS NEEDED TO PROVIDE

SUFFICIENT. WASHOUT CAPACITY ON-SITE. WASTES OTHER THAN

CONCRETE (I.E., TRASH, PAINT WASTES ETC.) SHALL NOT BE DISPOSED OF

IN THE WASHOUT.

INSPECTION AND MAINTENANCE:

· RESPONSIBLE PERSONNEL SHALL ENSURE THAT ALL CONCRETE TRUCK

DRIVERS ARE INSTRUCTED ABOUT PROJECT PRACTICES WHEN THE

TRUCKS ARRIVE ON SITE.

· CLEAN OUT DESIGNATED WASHOUT AREAS AS NEEDED OR AT A MINIMUM

WHEN THE WASHOUT IS 75 PERCENT FULL TO MAINTAIN SUFFICIENT

CAPACITY THROUGHOUT THE PROJECT DURATION.

· ANY DESIGNATED ONSITE WASHOUT AREAS SHALL BE CLEANED OUT AND

ALL DEBRIS REMOVED UPON PROJECT COMPLETION. DISPOSE OF

CONCRETE WASTE ACCORDING TO THE BMP ON “SOLID WASTE

MANAGEMENT.”

INSPECT ROUTINELY, WHEN APPLICABLE ACTIVITIES ARE UNDERWAY TO

ENSURE THAT CONCRETE WASHOUT DOES NOT OVERFLOW AND THAT

FREEBOARD IS ADEQUATE TO CONTAIN CONCRETE AND RAIN.

EROSION CONTROL

INSPECTION AND MAINTENANCE:

1. NEWLY SEEDED AREAS SHALL BE INSPECTED FREQUENTLY TO ENSURE

THE GRASS IS GROWING. PROVIDE TEMPORARY IRRIGATION AS REQUIRED

TO GERMINATE AND ESTABLISH SEED. SEE SEEDING REQUIREMENTS FOR

ADDITIONAL INFORMATION TYPICAL.

2. IF SEEDED AREAS ARE DAMAGED DUE TO RUNOFF, ADDITIONAL BMP's MAY

BE NEEDED. RE-SEED DAMAGED AREAS IMMEDIATELY. SEE SEEDING

REQUIREMENTS FOR ADDITIONAL INFORMATION TYPICAL.

3. REFER TO CURRENT OREGON/APWA STANDARD

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

SPILL PREVENTION AND CONTROL PROCEDURES:

CONSTRUCTION SPECIFICATIONS:

· THE CONTRACTOR SHALL PREPARE A SITE/PROJECT SPECIFIC SPILL

RESPONSE PLAN THAT IDENTIFIES THE TYPE AND LOCATION OF PRODUCTS

OR WASTES ON THE SITE WITH SPILL POTENTIAL, THE LOCATION OF SPILL

CLEANUP MATERIALS, STORM DRAINS OR SENSITIVE AREAS THAT REQUIRE

IMMEDIATE RESPONSE, PERSONNEL RESPONSIBLE FOR SPILL RESPONSE

AND NOTIFICATIONS, AND SPILL CLEANUP PROCEDURES.

· AVOIDING SPILLS AND LEAKS IS PREFERABLE TO CLEANING THEM UP

AFTER THEY OCCUR. HEAVY EQUIPMENT (E.G., BULLDOZERS AND OTHER

GRADING EQUIPMENT) AND VEHICLES SHOULD BE INSPECTED DAILY (OR AS

OFTEN AS POSSIBLE) FOR LEAKS AND SHOULD BE REPAIRED AS

NECESSARY. USE SECONDARY CONTAINMENT AND DRIP PANS FOR

VEHICLE FUELING, MAINTENANCE, AND STORAGE (SEE BMP FOR “VEHICLE

AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE.”

· DESPITE PRECAUTIONS, SPILLS MAY STILL OCCUR AT THE SITE. SPILLS (OF

LIQUID OR DRY MATERIALS) SHOULD NEVER BE CLEANED UP BY HOSING

OFF THE AREA. IN THE EVENT THAT SPILLS OCCUR THEY SHOULD BE

CONTROLLED AS FOLLOWS:

· ANY FUEL PRODUCTS, LUBRICATING FLUIDS, GREASE OR OTHER PRODUCTS

AND/OR WASTE RELEASED FROM VEHICLES, EQUIPMENT, OR OPERATIONS

SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH STATE,

FEDERAL AND LOCAL LAWS.

· IF THE SPILL HAS OCCURRED DURING A RAIN EVENT, THE AREA WILL BE

COVERED AS QUICKLY AS POSSIBLE. THE SPILL WILL BE CLEANED UP AS

SOON AS POSSIBLE DURING OR AFTER CESSATION OF RAIN.

· SPILL CLEANUP MATERIALS WILL BE STORED NEAR POTENTIAL SPILL AREAS

(E.G., PAINTING, VEHICLE MAINTENANCE AREAS).

· MINOR SPILLS: MINOR SPILLS TYPICALLY INVOLVE SMALL QUANTITIES OF

OIL, GASOLINE, PAINT, ETC. THAT CAN BE CONTROLLED BY THE FIRST

RESPONDER AT THE DISCOVERY OF THE SPILL. CONTROL OF MINOR SPILLS

INVOLVES:

1. CONTAIN THE SPILL IMMEDIATELY.

2. RECOVER SPILLED MATERIALS (IF POSSIBLE).

3. CLEAN THE CONTAMINATED AREA AND DISPOSE OF CONTAMINATED

MATERIALS.

MEDIUM-SIZED SPILLS:

· MEDIUM-SIZED SPILLS STILL CAN BE CONTROLLED BY THE FIRST

RESPONDER, ALONG WITH THE AID OF OTHER PERSONNEL SUCH AS

LABORERS, FOREMEN, ETC. THIS RESPONSE MAY REQUIRE THE CESSATION

OF OTHER ACTIVITIES. SPILLS SHOULD BE CLEANED UP IMMEDIATELY, AS

FOLLOWS:

1. NOTIFY THE PROJECT FOREMAN IMMEDIATELY. THE

FOREMAN/SUPERINTENDENT IS RESPONSIBLE FOR ANY NECESSARY

NOTIFICATIONS (FIRE DEPARTMENT ETC.).

2. CONTAIN THE SPREAD OF THE SPILL (USING SAND BAGS OR OTHER

BARRIERS) IMMEDIATELY.

3. IF THE SPILL HAS OCCURRED ON A PAVED OR IMPERMEABLE SURFACE,

CLEAN IT UP USING DRY METHODS (ABSORBENT MATERIALS, AT LITTER,

AND/OR RAGS). CONTAIN THE SPILL BY ENCIRCLING IT WITH

ABSORBENT MATERIALS.

4. IF THE SPILL HAS OCCURRED ON AN UNPAVED OR PERMEABLE

SURFACE, IMMEDIATELY CONTAIN THE SPILL BY CONSTRUCTING AN

EARTHEN DIKE. DIG UP AND PROPERLY DISPOSE OF CONTAMINATED

SOIL.

5. IF THE SPILL HAS OCCURRED DURING A RAIN EVENT, COVER/CONTAIN

THE AREA IF POSSIBLE.

SIGNIFICANT/HAZARDOUS SPILLS:

· FOR LARGE SPILLS OR SPILLS…