MSD_Ruch_BID SET~3.pdf

PDF 20 MB Posted Jun 24, 2022

Attached to: Bid No. 223078 Joint Restraint Kits
Solicitation number: S-KS0043-00003592
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Mar 9, 2026

This is a bid set document for the Ruch Community School Project, a capital improvement initiative undertaken by the Medford School District located at 156 Upper Applegate Road in Jacksonville, Oregon. The project encompasses exterior accessibility upgrades to the campus, including parking lot resurfacing, sidewalk improvements, ADA-compliant ramps and stairs at the main entry, loading dock remodeling, street signage replacement, and new security fencing. The bid set was issued on May 13, 2022, and includes comprehensive architectural, civil, and landscape drawings prepared by ARKITEK: Design & Architecture, Powell Engineering + Consulting, and supporting design professionals. The project scope involves demolition of existing pavement, concrete structures, fencing, and select trees; new asphalt and concrete paving across multiple sections; installation of 40 parking stalls (13 regular, 2 van ADA, 1 regular ADA, and 24 gravel spaces); construction of new drainage systems including storm drain modifications and area drains; and installation of chain link fencing ranging from 4 to 6 feet in height with associated gates. The site totals approximately 7.78 acres with a disturbed area of 1.15 acres, requiring compliance with Oregon DEQ 1200-C erosion and sediment control permit requirements and ADA accessibility standards.

The construction timeline extends from June 2022 through September 2022, with the contractor responsible for coordinating all utility relocations, obtaining necessary permits, and implementing comprehensive erosion control measures throughout all project phases. Key design details include concrete sections rated at 3,300 to 4,000 PSI with specific reinforcement requirements; asphalt paving in heavy and light sections; ADA parking stall and access aisle construction with slope limitations not exceeding 1.5 percent in any direction; planter walls with lava rock veneer; and specialized architectural elements including handrails, drinking fountain installations, and monument signage. The project includes provisions for tree protection fencing around three trees to remain (Oregon White Oak, California Black Oak, and Douglas Fir) and removal of select trees as identified in the landscape plans. All construction activities must comply with state and local accessibility requirements per ICC A117.1 standards, and the contractor bears responsibility for verifying existing site conditions, coordinating with all subcontractors, and ensuring proper installation sequencing to accommodate multiple trades without obstruction.

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Other files

File	Type	Posted
223078 Bid Manual.pdf	PDF	Jun 24, 2022
SAMPLE Goods Agreement~29.pdf	PDF	Jun 24, 2022
Zoom Bid Opening Instructions 7.13.22~1.docx	DOCX document	Jun 24, 2022
223078 Notice Intent to Award.pdf	PDF	Jun 24, 2022
223078 Supplemental Letter No. 1.pdf	PDF	Jun 24, 2022
223078 Bid Tabulation.pdf	PDF	Jun 24, 2022

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RUCH COMMUNITY SCHOOL PROJECT

156 UPPER APPLEGATE RD

JACKSONVILLE, OR 97530

Medford School District

BID SET

05/13/22

PROJECT INFO

G1.01

01 - GENERAL

G0.01 COVER SHEET

G1.01 PROJECT INFO

G2.01 SYMBOLS, LEGENDS, AND ACCESSIBILITY

02 - CIVIL

C1.0 CIVIL GENERAL NOTES

C1.1 EXISTING CONDITIONS

C1.2 SITE DEMOLITION PLAN

C3.0 OVERALL CIVIL SITE PLAN

C4.0 GRADING PLAN (FRONT ENTRY)

C5.0 SITE UTILITY PLAN

03 - LANDSCAPE

L1.01 TREE PROTECTION & REMOVAL PLAN

L2.01 LANDSCAPE PLAN

05 - ARCHITECTURAL

AD1.01 DEMOLITION PLANS

A1.01 ARCHITECTURAL SITE PLAN

VICINITY MAP

PROJECT TEAM

CLIENT

MEDFORD SCHOOL DISTRICT

www.medford.k12.or.us/ 680 Biddle Rd Medford, OR 97504

(541) 842-3636 Ron Havniear, Director of Facilities and Project Management

ARCHITECT

ARKITEK: DESIGN & ARCHITECTURE

www.arkitek.us 426 a street, suite 101 ashland, OR 97520

(541) 591-9988 Christopher Brown, Principal Jane Alexanderr, Planning Manager

CIVIL ENGINEER

POWELL ENGINEERING + CONSULTING

www.powellengineeringconsulting.com 221 n. central avenue, pmb 221 medford, OR 97501

(541) 613-0723 Todd Powell, Civil Engineer

PROJECT ADDRESS:

PROJECT SUMMARY:

156 UPPER APPLEGATE RD

JACKSONVILLE, OR 97530

EXTERIOR ACCESSIBILITY UPGRADES TO CAMPUS TO INCLUDE PARKING LOT RESURFACING AND

SIDEWALKS, RAMPS AND STAIRS AT THE MAIN ENTRY, REMODEL OF LOADING DOCK, SIGNAGE

REPLACEMENT AT THE STREET, AND NEW SECURITY FENCING.

SHEET INDEXPROJECT NOTES

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

THE CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTION OF A COMPLETE AND FULLY FUNCTIONING INSTALLATION. THESE DOCUMENTS DESCRIBE THE DESIGN INTENT AND SPECIFIC REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK.

ITEMS SUCH AS FASTENERS, CONNECTORS, FILLERS, MISCELLANEOUS CLOSURE ELEMENTS, ANCILLARY CONTROL WIRING AND POWER WHERE REQUIRED FOR THE CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN BUT ARE CONSIDERED INCLUDED IN THE SCOPE OF THE WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FULLY FUNCTIONING INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING

THE SPECIFIC REQUIREMENTS INCLUDED IN THESE DOCUMENTS.

ALL ITEMS IN THESE DOCUMENTS ARE NEW UNLESS OTHERWISE NOTED.

THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION CONTRACT. THE USE OF SUBCONTRACTORS IS THE ELECTION OF THE CONTRACTOR. THESE DOCUMENTS DO NOT INTEND TO DIVIDE THE WORK AMONG THE CONTRACTOR'S SUBCONTRACTORS. WHERE THE DOCUMENTS IDENTIFY WORK WHICH IS "NOT IN MECHANICAL WORK" OR "NOT IN ELECTRICAL WORK" IT MEANS THAT WORK IS NOT FURTHER DESCRIBED OR SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR SPECIFICATIONS. IT DOES NOT PRECLUDE THE CONTRACTOR FROM DELEGATING THE WORK TO THE ENTITIES OF HIS ELECTION. IN ADDITION THE DIVISION OF THE CONTRACT DOCUMENTS INTO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER DESIGN DISCIPLINES NEITHER DIVIDES THE WORK FOR THOSE DISCIPLINES AS SHOWN ONLY IN THOSE DRAWINGS OR SPECIFICATIONS.

ITEMS INDICATED IN THIS SET NOTED "BY OWNER" ARE NOT IN THE CONTRACT (N.I.C.)

UNLESS OTHERWISE NOTED, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, ADDENDA, ETC. IN ORDER TO ASSURE THE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR APPLICABLE ITEMS OF THE WORK SHALL NOT RELIVE THE RESPONSIBLE PARTY FROM PERFORMING ALL WORK SO REQUIRED AS PART OF THE

CONTRACT.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE INSTALLATION OF THE WORK SO THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT THE INSTALLATION OF SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED FIRST SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS POSSIBLE TO LEAVE SPACE

AVAILABLE FOR SYSTEMS WHICH FOLLOW.

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL VISIT THE SITE PRIOR TO BIDDING IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND THE IMPACT OF THE PROPOSED NEW WORK, INDICATED ON THE DRAWINGS AND SPECIFICATIONS, ON THESE CONDITIONS. ANY QUESTIONS REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO BID SUBMISSION AND WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE OWNER'S REPRESENTATIVE WILL RESPOND TO QUESTIONS, SUBMITTED IN A TIMELY MANNER, WITH WRITTEN

CLARIFICATIONS FORWARDED TO ALL BIDDERS.

THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED TO BE ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL, PRIOR TO THE START OF CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS, PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB SITE, AND NOTIFY THE OWNER'S

REPRESENTATIVE OF ANY DEVIATIONS OR CONFLICTS WITH THESE DRAWINGS.

THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER TO THE DIMENSIONS INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT DIMENSIONS OR LOCATION WITH THE OWNER'S REPRESENTATIVE PRIOR TO

INSTALLATION.

THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN DIMENSIONED IN ORDER TO ESTABLISH THE CONTROL AND GUIDELINES FOR FIELD LAYOUT. WHERE A DISCREPANCY EXISTS BETWEEN THE DRAWING AND THE DETAIL THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO INSTALLATION.

DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.

WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN THE FIELD (VIF) THE DIMENSION SHOWN IS THE DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL VERIFY THESE DIMENSIONS WHILE LAYING OUT THE WORK AND REPORT ANY DISCREPANCIES BETWEEN THE DESIGN BASIS AND ACTUAL DIMENSIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. WHERE DIMENSIONS ARE NOTED "+/-" FIELD DIMENSIONS MAY VARY FROM THE NOTED DIMENSIONS BY MINOR AMOUNTS. IF THE CONTRACTOR IDENTIFIES DIMENSIONS IN THE FIELD THAT DIFFER BY MORE THAN 1" FROM THE +/- DIMENSIONS INDICTED IN THE DRAWINGS, THE CONTRACTOR SHOULD CONFIRM DIFFERENTIAL WITH ARCHITECTS.

DETAILS ARE KEYED TO THE PLANS AT TYPICAL LOCATIONS. TYPICAL DETAILS APPLY TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR COORDINATING THE LOCATION OF TYPICAL DETAILS AND INSTALLING THE WORK INDICATED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE FOR CLARIFICATION PRIOR TO PROCEEDING.

FINISHES ARE KEYED TO THE DRAWINGS AT TYPICAL LOCATIONS. THE FINISHES APPLY TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL TYPICAL FINISHED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO

PROCEEDING.

ABBREVIATIONS ON SHEET G2.01 APPLY TO THE ENTIRE SET UNLESS OTHERWISE NOTED.

WALL FIRE RATING INDICATIONS ON THE FLOOR PLANS SHOW EXTENT OF FIRE RATED PARTITION. FIRE RATING IN A PARTITION SHALL CONTINUE OVER DOOR OR WINDOW OPENING WHETHER OR NOT THEY APPEAR IN PLAN.

IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY SIZE AND INVERT ELEVATION OF OPENINGS / SLEEVES THROUGH CONCRETE AND MASONRY WALLS AND CONCRETE FOUNDATION WALLS. OPENINGS / SLEEVES

ARE NOT LIMITED TO THOSE SHOWN ON STRUCTURAL DRAWING SHEETS.

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE AND MAKE PROVISIONS FOR ALL PIPE /

CONDUIT SLEEVES THROUGH CONCRETE WALLS.

ELEVATIONS ARE TO TOP OF CONCRETE OR OTHER HARD SURFACE MATERIAL. DO NOT SCALE DRAWINGS. USE

DIMENSIONS INDICATED.

DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING THE WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO START OF THE WORK. IN CASE OF CONFLICT BETWEEN ARCHITECTURAL AND CONSULTANTS DRAWINGS, THE ARCHITECT WILL DETERMINE

THE CORRECT INTENTION OF THE WORK.

PROVIDE PEDESTRIAN PROTECTION AS NECESSARY AND AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

ALL CONSTRUCTION RELATING TO BUILDING, PARKING OR SITE DEVELOPMENT SHALL CONFORM TO STATE OF

OREGON AND JURISDICTIONAL ACCESSIBILITY REQUIREMENTS.

THE CONTRACTOR SHALL COORDINATE ANY AND ALL REQUIREMENTS FOR OFF-SITE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO SIDEWALKS, DRIVEWAYS, CURBS, GUTTERS, UTILITIES, ETC. OFF SITE IMPROVEMENTS SHALL

MEET THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ).

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

SPECIFIC NOTES ON DETAILS APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE (UNO / UON).

PROJECT SITE

PROJECT

SITE

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Project Number

Date

Consultant

Pr oj ec t

Sheet No

Date Job No.

Drawn By Checked By

22-002

05/13/2022

BID SET

22-002 05/13/2022

Revisions

No. Description Date

P lo t D at e:

M ay

3, 8:

A M

B y:

D S

C H

O O

L D

R U

C H

O U

O R

C O

M M

U N

O O

R K

L O

U pp er A pp le ga te

R oa d Ja ck so nv ille

, O R

Stamp

A2.01 ENTRY PLAN & DETAILS

A2.02 LOADING DOCK & MONUMENT SIGN DETAILS

C6.0 PROJECT DETAILS

C6.1 PROJECT DETAILS

C2.0 COVER SHEET

C2.1 ESCP ROUGH GRADING PHASE

C2.2 ESCP STREET AND UTILITY PHASE

C2.3 ESCP VERTICAL CONSTRUCTION AND STABILIZATION

C2.4 ESCP BMP DETAILS

AutoCAD SHX Text

CHRISTOPHER

AutoCAD SHX Text

ASHLAND, OREGON

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text

PLUMMER BROWN

1'- 3"

1'- 6"

3'- 6"

4'- 0"

3'- 6"

2'- 4"

3'-0" MAX

" M

3'- 4"

4'- 0"

3'- 4"

9" M

" M

AX 6'-

5'- 0"

-IN

M O

C O

H O

.1 9.

C O

.1 0.

O N

.1 0.

M A

3'- 4"

1'-8" 1'-8"

" M

WALL MOUNTED EXIT

LIGHT

DOOR PEEPHOLE

(ACCESSIBLE RM. ONLY)

DOOR SIGNAGE

(REF. SPECS.)

3'- 7"5'-

5'- 0"

M S

G E

" M

L M

, S

H O

5'- 6"

3'- 0"

3'- 4"

4'- 0"

2" UNO

4'- 0"

XXX

" M

5'- 0"

" M

1'-6"

12"*

PUSH SIDE

PULL SIDE

NOTE: X*1= 18" MIN, 24" PREFERRED NOTE: X*1= 36" MIN IF Y*1=60"; X*1=42" MIN IF Y*1= 54"

5'- 0"

3'-0"

" M

PUSH SIDE

PULL SIDE

" M

PUSH SIDE

PULL SIDE

2'-0"

NOTE: Y*1= 54" MIN IF DOOR HAS CLOSER

*12" IF DOOR HAS

BOTH CLOSER

AND LATCH

*12" IF DOOR HAS

BOTH CLOSER

AND LATCH

12"***48" MIN IF

DOOR HAS BOTH

CLOSER AND

LATCH

1'-10" **48" MIN IF

DOOR HAS BOTH

CLOSER AND

LATCH

1/ 4"

T O

1/ 2"

1/ 4"

BRICK (PLAN/SECTION)

STUCCO

RIGID INSULATION

CONCRETE MASONRY

CONCRETE

UNDISTURBED EARTH

STEEL

GYPSUM BOARD

DRAINAGE FILL

PLYWOOD

BLANKET OR LOOSE

FILL INSULATION

SPRAY INSULATION

DISTURBED EARTHBRICK (ELEVATION)

ALIGN

WALL SECTION MARK

1=SECTION NO.

A101= SHEET NO.

A101

EXTERIOR ELEVATION MARK

1=SECTION NO.

A101= SHEET NO.

ENLARGED VIEW MARK

1=SECTION NO.

A101= SHEET NO.

PARTITION MARK

(REF. PARTITION TYPES)

NORTH ARROW

LEVEL MARK

INTERIOR WINDOW MARK

DOOR TAG

A101

SIM

A101

SIM

NAME

ELEVATION

KEYNOTE - REFER TO LEGEND ON

SHEET

99 REVISION CLOUD AND MARK

GRAPHIC SCALE

B.5 GRID HEAD

C J CONTROL JOINT

BUILDING SECTION MARK

1=SECTION NO.

A101= SHEET NO.

A101

SIM

A101

INTERIOR ELEVATION MARK FILLED

1=SECTION NO.

A101= SHEET NO.

A1001

EXTERIOR WINDOW MARKAA

XXX.R

XXX

NORTH

DETAIL SECTION MARK

1=SECTION NO.

A101= SHEET NO.

A101

SIM

MATCHLINE

ALIGN DISCONTINUOUS

PLANES

A117.1 FIGURE 308.2.1

UNOBSTRUCTED FORWARD

REACH

A117.1 FIGURE 308.2.2

OBSTRUCTED HIGH FORWARD

REACH (A) AND (B)

A117.1 FIGURE 308.3.1

UNOBSTRUCTED SIDE REACH

A117.1 FIGURE 308.3.2

OBSTRUCTED HIGH SIDE

REACH (A) AND (B)

20" MAX

20"-25"

10" MAX.

10" - 24"

" M

IN 48

" M

A117.1 FIGURE 307.2

LIMITS OF

PROTRUDING OBJECTS

IF 27"-80" AFF

4" MAX.

" M

T O

U T

G H

H T

" M

O S

W H

R H

H T

" M

SIDE ELEVATION FRONT ELEVATION PLAN VIEW AT ALCOVE

CLEAR FLOOR

SPACE

CENTERED

ON FIXTURE

SYMBOLS,

LEGENDS, AND

ACCESSIBILITY

G2.01

1/4" = 1'-0"

TYP ACC. MOUNTING HEIGHTS

1/4" = 1'-0"

TYP ACC. DOOR CLEARANCES

LEVEL CHANGES

MATERIALS LEGEND

SYMBOLS LEGEND

TYP REACH RANGES PROTRUDING OBJECTS

ABBREVIATIONS

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HOR(IZ) HORIZONTAL

HR HOUR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HWD HARDWOOD

HWH HOT WATER HEATER

ID INSIDE DIAMETER

INCL INCLUDE(D), INCLUDING

INS(UL) INSULATE(D), INSULATION

INT INTERIOR

JAN(T) JANITOR

JC JANITOR'S CLOSET

JT JOINT

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MGR MANAGER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MP METAL PANEL

MRGB MOISTURE RESISTANT GYPSUM

WALL BOARD

MTL METAL

MULL MULLION

MWP MEMBRANE WATERPROOFING

N NORTH

NAT NATURAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPG OPENING

OPP OPPOSITE

OVHD OVERHEAD

P-LAM PLASTIC LAMINATE

PAR PARAPET

PERF PERFORATE(D)

PJT PANEL JOINT

PLAT PLATFORM

PNL PANEL

PNT PAINT

PP PREPAINTED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTL PARTIAL

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

QT QUARRY TILE

RA RETURN AIR

RAD RADIUS

RD ROOF DRAIN

REF REFER(ENCE)

REINF REINFORCE(D), REINFORCING

REQ REQUIRED

REV REVISION(S), REVISED

RH RIGHT HAND

RM ROOM

RND ROUND

RO ROUGH OPENING

S SOUTH

SA SUPPLY AIR

SC SOLID CORE

SCHED SCHEDULE

SEC SECTION

SIM SIMILAR

SL SLEEVE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUPP SUPPLEMENT, SUPPLY

SUSP SUSPENDED

SV SHEET VINYL

TB,

TCKBD

TACKBOARD

TEL TELEPHONE

TEMP TEMPERED, TEMPERATURE

TG, T&G TONGUE AND GROOVE

TO TOP OF

TOC TOP OF CURB, TOP OF CONCRETE

TOF TOP OF FRAMING

TOP TOP OF PARAPET

TOPL TOP OF PLATE

TOR TOP OF ROOF

TOS TOP OF STEEL

TS TUBE STEEL

TW TOP OF WALL

TYP TYPICAL

UON, UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WP WATERPROOF(ING)

WS WATERSTOP

WWF WELDED WIRE FABRIC

± PLUS OR MINUS

ø DIAMETER

ABBREVIATIONS

# POUND OR NUMBER

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

AL(UM) ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS / ACOUSTIC PANEL

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

BATT BATT INSULATION

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BM BENCH MARK

BO BOTTOM OF

BOL BOLLARD

BOT BOTTOM

BR(N)Z BRONZE

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CEM CEMENT

CF CUBIC FOOT

CG CORNER GUARD

CI CONTINUOUS INSULATION

CJT CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT

COORD COORDINATE

CRS COURSE

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CTR CENTER

CX CONNECTION

CY CUBIC YARD

DEM DEMOLISH, DEMOLITION

DEP DEPRESSED

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG(S) DRAWING(S)

DWR DRAWER

E EAST

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRIC(AL)

EMER(G) EMERGENCY

ENCL ENCLOSE(URE)

EOS EDGE OF STUD

EP ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EX EXIST(ING)

EXH EXHAUST

EXP EXPOSED, EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAF FLUID APPLIED FLOORING

FD FLOOR DRAIN, FIRE DAMPER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FURNISHINGS FIXTURES AND

EQUIPMENT

FGL FIBERGLASS

FHC FIRE HOSE CABINET

FHMS FLATHEAD MACHINE SCREW

FHWS FLATHEAD WOOD SCREW

FIN FINISH(ED)

FL FLOOR

FLASHG FLASHING

FLCO FLOOR CLEANOUT

FLR FLOOR(ING)

FLUOR FLUORESCENT

FND FOUNDATION

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STEEL

FP FIREPROOFING

FR FRAME(D), FRAMING

FS FULL SIZE, FLAME SPREAD

FT FIRE TREATED

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR, GYPSUM BOARD

GI GALVANIZED IRON

GL GLASS, GLAZING

GP GALVANIZED PIPE

GSS GALVANIZED STEEL SHEET

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

HB HOSE BIB

HBD HARDBOARD

HC HOLLOW CORE

HD HEAVY DUTY

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Project Number

Date

Consultant

Pr oj ec t

Sheet No

Date Job No.

Drawn By Checked By

22-002

05/13/2022

BID SET

22-002 05/13/2022

Revisions

No. Description Date

P lo t D at e:

M ay

3, 8:

D S

C H

O O

L D

R U

C H

O U

O R

C O

M M

U N

O O

R K

L O

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Stamp

TYP DRINKING FOUNTAIN

AutoCAD SHX Text

CHRISTOPHER

AutoCAD SHX Text

ASHLAND, OREGON

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C1.0

CIVIL GENERAL

NOTES

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Project Number

Date

Consultant

Pr oj ec t

Sheet No

Date Job No.

Drawn By Checked By

22-02

05/13/2022

BID SET

TDP

22-006 05/13/2022

Revisions

No. Description Date

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

COPYRIGHT © 2022 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

D ra w in g N am e:

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SW 1/4 OF SEC.27, T.38S., R3E., W.M. JACKSON COUNTY, OREGON

D S

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1. DEQ 1200-C PERMIT IS REQUIRED, AS THE AREA OF DISTURBANCE IS MORE THAN 1.0

ACRES.

2. UNLESS DIRECTED OTHERWISE, REMOVE CLEARED AND GRUBBED MATERIAL FROM

THE SITE AND DISPOSE AT AN APPROVED LOCATION.

3. PRIOR TO THE START OF CONSTRUCTION, VERIFY GRADES AT SAWCUT LOCATIONS

AND MATCHING OF EXISTING GRADE LOCATIONS.

4. MINIMIZE TRAFFIC ON SOIL AREAS DURING WET WEATHER. IF THE SITE SOILS ARE

EXPOSED DURING WET WEATHER, THE USE OF CRUSHED ROCK PLACED AS

ENGINEERED FILL IN THE BOTTOM OF THE EXCAVATIONS MAY BE NECESSARY TO

PROTECT THE SUBGRADE. TAKE ALL PRECAUTIONS TO LIMIT SURFACE DISTURBANCE

AND PROTECT THE SITE GRADING AREA FROM EROSION AND RUNOFF.

5. UNLESS OTHERWISE NOTED, THE SAMPLING AND TESTING OF MATERIALS FOR USE ON

THE JOBSITE SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ALL TESTING OF

MATERIALS AND WORKMANSHIP SHALL BE PERFORMED BY A CERTIFIED TESTER.

RESULTS OF THE TESTS SHALL BE SENT DIRECTLY TO THE PROJECT ENGINEER AS

WELL AS THE CONTRACTOR, BY THE LABORATORY. LOCATION AND FREQUENCY OF

TESTS SHALL BE DESIGNATED BY THE GENERAL CONTRACTOR.

6. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM OF 2:1.

1. ALL STRIPING AND SIGNAGE SHALL BE PER MUTCD

STANDARDS OR AS DIRECTED BY THE LOCAL AUTHORITY.

2. ALL STRIPING AND MARKINGS INSIDE PUBLIC RIGHT OF

WAY SHALL BE PER LOCAL AUTHORITY STANDARDS.

3. ALL STRIPING SHALL MEET ADA REQUIREMENTS.

STRIPING NOTES

GRADING NOTES

below.

Know what's Call before you dig.

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 OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THESE RULES FROM THE CENTER

BY CALLING 1-800-522-2404. IF YOU HAVE ANY

QUESTIONS ABOUT THE RULES, YOU MAY CONTACT

THE CENTER. YOU MUST NOTIFY THE CENTER AT

LEAST TWO BUSINESS DAYS, BEFORE COMMENCING

AN EXCAVATION.

CONCRETE

HMAC PAVING

NEW RIP RAP

FIRE DEPARTMENT CONNECTION

ABBREVIATIONS:LEGEND:

EXIST. FIRE HYDRANT

EXIST. WATER VALVE

EXIST. BLOW OFF

EXIST. WATER METER

EXIST. HOSE BIB

EXIST. IRRIGATION VALVE

EXIST. AIR RELEASE VALVE

LIGHTS

EXIST. STORM DRAIN MANHOLE

EXIST. CLEANOUT

EXIST. SANITARY SEWER MANHOLE

SIGN (TRAFFIC, INFORMATION)

EXIST. MAILBOX

EXIST. SANITARY SEWER

EXIST. STORM DRAIN

EXIST. WATER

EXIST. GAS

EXIST. ELECTRIC

EXIST. OVERHEAD POWER

PROPOSED CONTOUR

EXIST. TELEPHONE

EXIST. CURB AND GUTTER

GAS

EXIST. FIBER OPTIC

EXIST. CENTERLINE

EXIST. RIGHT OF WAY

EXIST. CONTOUR

FLOW LINE

ELECTRIC

WATER

STORM DRAIN

SANITARY SEWER

BOLLARD

CONCENTRIC MANHOLE

IRRIGATION WATER METER

SANITARY SEWER CLEANOUT

CURB INLET

CATCH BASIN INLET

CONTROL STRUCTURE MANHOLE

STORM DRAIN CLEANOUT

FIRE HYDRANT

WATER VALVE

WATER METER

END PLUG

TEE

AIR RELEASE VALVE

BLOWOFF DEVICE ASSEMBLY

PROPOSED RIGHT OF WAY

CURB AND GUTTER

BACKFLOW DEVICE

PROPERTY LINE

ATRIUM DRAIN / BUBBLER

HANDICAP PARKING SYMBOL

PARALLEL PARKING STRIPING

BICYCLE LANE SYMBOL

AREA DRAIN

DYH

1. PROVIDE A MINIMUM 8' TRANSITION SECTION WHEN JOINING CURBS OF DIFFERENT CROSS

SECTIONS.

2. CONCRETE SHALL NOT BE PLACED UNTIL FORMS HAVE BEEN INSPECTED AND APPROVED.

3. CONCRETE SHALL BE COMMERCIAL GRADE RETAINING THE FOLLOWING

CHARACTERISTICS: ENTRAINED AIR – 4.0% TO 7.0%; SLUMP – 5 INCHES OR LESS;

COMPRESSIVE STRENGTH – MINIMUM 3,300 PSI AT 28 DAYS; TEMPERATURE – MINIMUM 50°F

TO MAXIMUM 90°F.

4. ALL CONCRETE STRUCTURES REINFORCED WITH REBAR SHALL BE VIBRATED TO REMOVE

VOIDS.

5. SURFACE SHALL HAVE A FINISHED TEXTURE THAT WILL NOT BE SLICK WHEN WET (MEDIUM

BROOM FINISH). CURING COMPOUND MAY BE APPLIED IMMEDIATELY AFTER CONCRETE IS

FINISHED. WHITE PIGMENT RECOMMENDED, CLEAR ACCEPTABLE.

6. AN EDGING TOOL SHALL BE USED ON ALL EDGES AND JOINTS.

7. PROVIDE CONTRACTION JOINTS AT 15’ INTERVALS AND “DUMMY” TOOLED JOINTS AT 5’

INTERVALS ON CURBS, SIDEWALKS AND APPROACHES. CONTRACTION JOINT GROOVES

SHALL BE AT MINIMUM, 1 ½” DEEP OR ONE-THIRD THE THICKNESS OF THE CONCRETE.

8. PROVIDE EXPANSION JOINTS OPPOSITE ABUTTING EXPANSION JOINTS IN ABUTTING

CONCRETE, AT EACH POINT OF TANGENCY IN THE STRUCTURE ALIGNMENT, BETWEEN

DRIVEWAYS AND CONCRETE PAVEMENT, AROUND POLES, POSTS, BOXES AND OTHER

FIXTURES WHICH PROTRUDE THROUGH OR AGAINST THE STRUCTURES, AT ALL BCR’S AND

ECR’S, AT MAXIMUM OF 100’ INTERVALS. EXPANSION JOINT MATERIAL SHALL BE OF THE

BITUMINOUS, PREFORMED FILLER TYPE NOT LESS THAN ½” WIDE, PLACED FLUSH OR NO

MORE THAN 1/8” BELOW THE CONCRETE SURFACE.

9. STRAIGHT LINE EDGES SHALL NOT VARY MORE THAN ¼” UNDER A TWELVE-FOOT STRAIGHT

EDGE.

10. CURE AND PROTECT CONCRETE AFTER PLACING AND FINISHING. KEEP STRUCTURES FREE

FROM CONTACT, STRAIN AND PUBLIC TRAFFIC FOR AT LEAST SEVEN DAYS OR LONGER AS

DIRECTED. MIXES TO EXPEDITE CURING MAY BE USED WITH APPROVAL OF CITY ENGINEER.

11. CONCRETE SHALL BE REMOVED TO THE NEAREST CONTRACTION JOINT, COLD JOINT OR

CRACK WITHIN 4’ OF THE REPLACEMENT AREA. CONCRETE SHALL BE SAW CUT WITH A

SMOOTH, UNIFORM JOINT PROVIDED.

12. EXISTING A/C SHALL BE REMOVED/REPLACED ALONG ENTIRE CURB SECTION TO A MINIMUM

18” WIDTH UNLESS APPROVED BY ENGINEER OF RECORD.

CONCRETE NOTES

AC ASPHALT

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ASTM AMERICAN STANDARD TEST METHOD

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BACK OF CURB

BR BOTTOM OF RAMP

BS BOTTOM OF STAIRS

BW BOTTOM OF WALL

CMP CORRUGATED METAL PIPE

CO CLEANOUT RISER

C CONCRETE

DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY

DIP DUCTILE IRON PIPE

DWG DRAWING

(E) EXISTING

EG EXISTING GRADE

EOC EDGE OF CONCRETE

EOP EDGE OF PAVEMENT

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOW LINE

G GAS

GB GRADE BREAK

GC GENERAL CONTRACTOR

GRD GROUND

GRVL GRAVEL

HDPE HIGH-DENSITY POLYETHYLENE

HP HIGH POINT

IE INVERT ELEVATION

LP LOW POINT

MAX MAXIMUM

ME MATCH EXISTING

MIN MINIMUM

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

(N) NEW

NAVD NORTH AMERICAN VERTICAL DATUM

ODOT OREGON DEPARTMENT OF TRANSPORTATION

P PROPOSED

PERF PERFORATED PIPE

PLY PLAYGROUND SURFACE

PVC POLYVINYL CHLORIDE

PVR PAVER

RCP REINFORCED CONCRETE PIPE

RE RIM ELEVATION

REQ'D REQUIRED

ROW RIGHT-OF-WAY

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STD STANDARD

SW SIDEWALK

TBR TO BE REMOVED

TC TOP OF CURB

TR TOP OF RAMP

TOW TOP OF WALL

TYP TYPICAL

UPC UNIFORM PLUMBING CODE

VB VERTICAL BEND

W WATER

ADA NOTES

1. ALL ADA ACCESSIBLE FACILITIES SHALL BE INSTALLED PER THE CURRENT ADA REQUIREMENTS AND SHALL

COMPLY WITH 405 ANSI ICC A117.1.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE ACCESSIBLE PATH OF TRAVEL AND ACCESSIBLE PARKING STALLS AND ACCESS AISLES COMPLIES WITH AMERICAN DISABILITIES ACT AND ALL

LOCAL CODES.

3. THE ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLANS IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING ½” BEVELED AT 1:2 MAX SLOPE, OR VERTICAL CHANGES NOT EXCEEDING ¼” MAX AND AT LEAST 48” WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH.

CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS

OTHERWISE NOTED.

4. ALL ADA PARKING STALLS AND ACCESS AISLES SHALL BE CONSTRUCTED WITH A SLOPE NOT TO EXCEED 1.5% IN ANY DIRECTION. PARKING STALLS AND ACCESS AISLES WITH AS-BUILT SLOPES EXCEEDING 2.0% IN ANY

DIRECTION WILL NOT PASS FINAL INSPECTION.

5. IF SPOT ELEVATIONS ON PLANS ARE NOT CONSISTENT WITH THESE ADA REQUIREMENTS, NOTIFY ENGINEER

OF RECORD PRIOR TO PLACEMENT OF ACCESSIBLE ROUTE.

APPROVAL BLOCK

C1.1

EXISTING

CONDITIONS

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Project Number

Date

Consultant

Pr oj ec t

Sheet No

Date Job No.

Drawn By Checked By

22-02

05/13/2022

BID SET

TDP

22-006 05/13/2022

Revisions

No. Description Date

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

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3, 6:

SW 1/4 OF SEC.27, T.38S., R3E., W.M. JACKSON COUNTY, OREGON

D S

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PLAN VIEW - EXISTING CONDITIONS

EX. EDGE OF

ASPHALT

(TYP)

0 30 60

1" = 30'

C1.2

SITE

DEMOLITION

PLAN

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Project Number

Date

Consultant

Pr oj ec t

Sheet No

Date Job No.

Drawn By Checked By

22-02

05/13/2022

BID SET

TDP

22-006 05/13/2022

Revisions

No. Description Date

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

D ra w in g N am e:

C :\U se rs

\T ek

\O ne

D riv e

- P ow el l E ng in ee rin g an d

C on su lti ng , L

\P ro je ct s\

C ur re nt

P ro je ct s\ M

R uc h\

D ra w in gs \C

\R uc h C

1- C

S av e:

M ay

, 2

:0 t D at e:

M ay

3, 6:

SW 1/4 OF SEC.27, T.38S., R3E., W.M. JACKSON COUNTY, OREGON

D S

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O O

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PLAN VIEW - SITE DEMOLITION PLAN

SCALE: 1" = 30' - 0" (30x42)

EX. TREE

CANOPY (TYP)

EX. GRAVEL

PARKING

REMOVE AND REPLACE

EXISTING ROCK BASE

AND ASPHALT (TYP)

REMOVE AND REPLACE

EXISTING ROCK BASE

AND ASPHALT (TYP)

EX. BOOK LIBRARY

TO REMAIN.EX. FENCE FOR

PRE-SCHOOL

OUTDOOR PLAYEX. GATE

EX. GATE

EX. SCHOOL ENTRY

SIGN TO BE REPLACED

(SEE ARCH).EX. ASPHALT

TO REMAIN IN

THESE AREAS

TO PROTECT

MADRONE

TREES

EX. ADA RAMP

EX. STAIRS

EX. GRAVEL

PARKING

HWY 238

EX. EDGE OF

ASPHALT

EX. EDGE OF

ASPHALT

EX. EDGE OF

ASPHALT

DEMO KEY

1) BOLD/BLUE ELEMENTS TO BE DEMOLISHED AND HAULED

OFF TO AN APPROVED DISPOSAL GROUND.

2) TBR = "TO BE REMOVED"

3) CONTRACTOR TO COORDINATE ALL EXISTING UTILITY

RELOCATION AND/OR REMOVALS WITH THE

APPROPRIATE FRANCHISE UTILITY PRIOR TO

CONSTRUCTION.

4) SEE LANDSCAPE PLANS FOR TREE REMOVAL AND

PROTECTION.

REMOVE AND REPLACE

EXISTING ROCK BASE

AND ASPHALT (TYP)

REMOVE EX.

TIMBER STAIRS

EX. FENCE

(TBR)

EX. TREES

(TBR)

EX. TREE

(TBR)

ENTIRE ENTRY

CONCRETE, STAIRS,

RAMPS, AND PLANTER

WALL TO BE REMOVED.EX. GAS SERVICE

LINE TO BE

REPLACED.

EX. PROPANE TANK

TO BE RELOCATED.

REMOVE AND HAUL

OFF EXISTING

FENCING AND

BOLLARDS.

ALL WHEEL STOPS TO BE

REMOVED. SALVAGE AND

REUSE IF POSSIBLE.

REMOVE AND REPLACE EX.

DRINKING FOUNTAIN.

DEMO ASSOCIATED WITH

LOADING DOCK

IMPROVEMENTS

(SEE ARCH)

RELOCATE PORTION

OF EX. FENCE.

PROTECT IN PLACE EX. SIGN

AND SURROUNDING PLANTS.

SAWCUT LINE

(TYP)

SAWCUT

LINE

C2.0

COVER SHEET

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Project Number

Date

Consultant

Pr oj ec t

Sheet No

Date Job No.

Drawn By Checked By

22-02

05/03/2022

PERMIT SET

TDP

22-006 04/21/2022

Revisions

No. Description Date

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

D ra w in g N am e:

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\T od d

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SW 1/4 OF SEC.27, T.38S., R3E., W.M. JACKSON COUNTY, OREGON

D S

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O R

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NOT FOR

CONSTRUCTIO

Stamp

CONCRETE

HMAC PAVING

NEW RIP RAP

FIRE DEPARTMENT CONNECTION

ABBREVIATIONS:LEGEND:

EXIST. FIRE HYDRANT

EXIST. WATER VALVE

EXIST. BLOW OFF

EXIST. WATER METER

EXIST. HOSE BIB

EXIST. IRRIGATION VALVE

EXIST. AIR RELEASE VALVE

LIGHTS

EXIST. STORM DRAIN MANHOLE

EXIST. CLEANOUT

EXIST. SANITARY SEWER MANHOLE

SIGN (TRAFFIC, INFORMATION)

EXIST. MAILBOX

EXIST. SANITARY SEWER

EXIST. STORM DRAIN

EXIST. WATER

EXIST. GAS

EXIST. ELECTRIC

EXIST. OVERHEAD POWER

PROPOSED CONTOUR

EXIST. TELEPHONE

EXIST. CURB AND GUTTER

GAS

EXIST. FIBER OPTIC

EXIST. CENTERLINE

EXIST. RIGHT OF WAY

EXIST. CONTOUR

FLOW LINE

ELECTRIC

WATER

STORM DRAIN

SANITARY SEWER

BOLLARD

CONCENTRIC MANHOLE

IRRIGATION WATER METER

SANITARY SEWER CLEANOUT

CURB INLET

CATCH BASIN INLET

CONTROL STRUCTURE MANHOLE

STORM DRAIN CLEANOUT

FIRE HYDRANT

WATER VALVE

WATER METER

END PLUG

TEE

AIR RELEASE VALVE

BLOWOFF DEVICE ASSEMBLY

PROPOSED RIGHT OF WAY

CURB AND GUTTER

BACKFLOW DEVICE

PROPERTY LINE

ATRIUM DRAIN / BUBBLER

HANDICAP PARKING SYMBOL

PARALLEL PARKING STRIPING

BICYCLE LANE SYMBOL

AREA DRAIN

DYH

AC ASPHALT

BC BACK OF CURB

BR BOTTOM OF RAMP

BS BOTTOM OF STAIRS

BW BOTTOM OF WALL

CMP CORRUGATED METAL PIPE

CO CLEANOUT RISER

C CONCRETE

DIP DUCTILE IRON PIPE

(E) EXISTING

EG EXISTING GRADE

EOC EDGE OF CONCRETE

EOP EDGE OF PAVEMENT

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOW LINE

G GAS

GB GRADE BREAK

GC GENERAL CONTRACTOR

GRD GROUND

GRVL GRAVEL

HDPE HIGH-DENSITY POLYETHYLENE

HP HIGH POINT

IE INVERT ELEVATION

LP LOW POINT

MAX MAXIMUM

ME MATCH EXISTING

MIN MINIMUM

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

ODOT OREGON DEPARTMENT OF TRANSPORTATION

PERF PERFORATED PIPE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

RE RIM ELEVATION

REQ'D REQUIRED

ROW RIGHT-OF-WAY

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STD STANDARD

SW SIDEWALK

TBR TO BE REMOVED

TC TOP OF CURB

TR TOP OF RAMP

TOW TOP OF WALL

TYP TYPICAL

UPC UNIFORM PLUMBING CODE

W WATER

ESCP STANDARD NOTES:

1. INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND

MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10), AS WELL AS

THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II)

2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SECTION 6.5)

3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.Q)

4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL

MUNICIPALITY. (SECTION 4.7)

5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES

DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11)

6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8)

7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS.

SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9)

8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING

A SOURCE OF EROSION. (SECTION 2.2.2)

9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT STORMWATER FROM

BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3)

10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1)

11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SECTION 2.2.5)

12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. (SECTION 2.2.4)

13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3)

14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM

CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1. AND 2.2.16)

15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS 2.2.6 AND 2.2.13)

16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SECTION 2.2.14)

17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SECTIONS 2.2.20 AND 2.2.21)

18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7)

19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE LIDS, PROVIDE EITHER

(1) COVER (E.G., A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS (E.G., SECONDARY CONTAINMENT). (SECTION 2.3.7)

20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS

MUST BE IN PLACE PRIOR TO LAND- DISTURBING ACTIVITIES. (SECTION 2.2.7)

21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SECTION 2.2.7.F)

22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM

CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9)

23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED. (SECTION 2.2.10)

24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED. (SECTION 2.2.12)

25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS.

(SECTIONS 2.2.15 AND 2.3)

26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN OREGON

PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.A)

27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SECTIONS 2.2.17 AND 2.2.18)

28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED GROUNDWATER

SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4)

29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED

STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3)

30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SECTION 2.2.9)

31. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY

WATERWAY RIPARIAN ZONE. (SECTION 2.3.5)

32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO

MANUFACTURER'S SPECIFICATIONS. (SECTION 1.2.9)

33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SECTION 2.2)

34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO

SURFACE WATERS. (SECTION 2.2.8)

35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE

FENCE REMOVAL. (SECTION 2.1.5.B)

36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND

HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C)

37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF

PROJECT. (SECTION 2.1.5.D)

38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE

LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A)

39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19)

40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE

TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F.)

41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH

UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20)

42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG TERM USE FOLLOWING TERMINATION

OF PERMIT COVERAGE. (SECTION 2.2.21)

SHEET INDEX

C2.2

ESCP - ROUGH GRADING PHASE

ESCP - COVER SHEET

C2.1

ESCP - STREET & UTILITY PHASE

C2.0

A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP)

OPTIONS BASED ON DEQ'S 1200-C PERMIT APPLICATION AND ESCP GUIDANCE

DOCUMENT HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT

CONTROL PLAN. SOME OF THE ABOVE LISTED BMPS WERE NOT CHOSEN BECAUSE

THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND

SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS,

INCLUDING SOIL CONDITIONS, TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE

SITE, AND OTHER RELATED CONDITIONS. AS THE PROJECT PROGRESSES AND THERE

IS A NEED TO REVISE THE ESCP, AN ACTION PLAN WILL BE SUBMITTED.

FOREST CREEK TO APPLEGATE RIVER

RATIONAL STATEMENT

INSPECTION NOTES:

https://forecast.weather.gov/data/obhistory/KMFR.html

ROGUE VALLEY INTERNATIONAL AIRPORT

VICINITY MAP

NOT TO SCALE

ESCP - VERTICAL CONSTRUCTION & STABILIZATION

ESCP - BMP DETAILS

C2.3 C2.4

SITE SOIL CLASSIFICATION

RECEIVING WATER BODIES

RAIN GUAGE

BMPS CONSTRUCTION MATRIX

* HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT

INCLUDES THE EC INSPECTOR.

* ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT

REQUIREMENTS.

* INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT

REQUIREMENTS.

* CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE

FORM OF AN ACTION PLAN.

TODD POWELL, P.E.

POWELL ENGINEERING AND CONSULTING

221 N. CENTRAL AVE., PMB 221

MEDFORD, OR 97501

(541) 613-0723 todd@powellengineeringconsulting.com

DESIGN ENGINEER

MEDFORD SCHOOL DISTRICT 549C

JEFFREY MOREJOHN CPSI

GROUNDS SUPERVISOR

815 S OAKDALE AVE

MEDFORD, OR 97501

OWNER

SITE CONTRACTOR

PARIANI LAND SURVEYING

17 SOUTH PLATT AVENUE, SUITE C

EAGLE POINT, OREGON 97524

541-890-1131

SURVEYOR

TODD POWELL, PE

221 N. CENTRAL AVE., PMB 221

MEDFORD, OR 97501

541-613-0723 RVSS #171, exp. date 12/03/2024

CESCL:

* SITE SUBCONTRACTORS TO BE DETERMINED AT A LATER DATE

POWELL ENGINEERING AND CONSULTING

221 N. CENTRAL AVE., PMB 221

MEDFORD, OR 97501

PH. 541-613-0723

todd@powellengineeringconsulting.com

ESCP PREPARER

BMP INSTALLER

SITE MAP

NOT TO SCALE

1. TYPE OF DEVELOPMENT: MAIN DRIVEWAY REMOVE AND REPLACE ADD EXTRA PARKING

2. CONSTRUCTION ACTIVITY WILL CONSIST OF:

2.a. DEMO OF EXISTING ASPHALT 2.b. CURB, ASPHALT PAVING AND SIDEWALK CONSTRUCTION 2.c. STORMWATER DRAINAGE SYSTEM:

STORMWATER PIPING

3. PROJECT TIMELINE:

BEGINNING DATE: JUNE 2022, COMPLETION DATE: SEPTEMBER 2022

4. PROJECT SITE AREAS:

TOTAL AREA: 7.78 AC (182081) SF

DISTURBED AREA: 1.15 AC (50198) SF

PERCENT OF SITE DISTURBED: 14.78 %

SITE INFORMATION

· CLEAN UP SPILLS OR CONTAMINATED

SURFACES IMMEDIATELY USING DRY CLEAN UP

MEASURES (DO NOT CLEAN CONTAMINATED

SURFACES BY HOSING THE AREA DOWN), AND

ELIMINATE THE SOURCE OF THE SPILL TO

PREVENT A DISCHARGE OR A CONTINUATION OF

AN ONGOING DISCHARGE; AND

· STORE MATERIALS IN A COVERED AREA (E.G.,

PLASTIC SHEETING, TEMPORARY ROOFS), OR IN

SECONDARY CONTAINMENT TO PREVENT THE

EXPOSURE OF THESE CONTAINERS TO

PRECIPITATION OR STORMWATER RUNOFF, OR

A SIMILARLY EFFECTIVE MEANS DESIGNED TO

PREVENT THE DISCHARGE OF POLLUTANTS

FROM THESE AREAS.

SPILL CONTAINMENT

THE FOLLOWING NON-STORMWATER DISCHARGES FROM CONSTRUCTION SITES ARE AUTHORIZED IF THE TERMS AND CONDITIONS OF THIS PERMIT ARE MET, ALL NECESSARY CONTROLS ARE IMPLEMENTED TO MINIMIZE SEDIMENT TRANSPORT, AND THE DISCHARGE IS NOT

PROHIBITED BY LOCAL ORDINANCE:

a. WATER AND ASSOCIATED DISCHARGES FROM EMERGENCY FIREFIGHTING ACTIVITIES;

b. FIRE HYDRANT FLUSHING;

c. PROPERLY MANAGED LANDSCAPE IRRIGATION;

d. WATER USED TO WASH EQUIPMENT AND VEHICLES (EXCLUDING THE ENGINE, UNDERCARRIAGE, AND WHEELS/TIRES) PROVIDED THERE

IS NO DISCHARGE OF SOAPS, SOLVENTS, OR DETERGENTS USED;

e. WATER USED TO CONTROL DUST;

f. POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHINGS;

g. EXTERNAL BUILDING WASHDOWN, PROVIDED SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED, AND EXTERNAL SURFACES DO NOT

CONTAIN HAZARDOUS SUBSTANCES;

h. PAVEMENT WASH WATERS, PROVIDED SPILLS OR LEAKS OF TOXIC OR HAZARDOUS SUBSTANCES HAVE NOT OCCURRED (UNLESS ALL

SPILL MATERIAL HAS BEEN REMOVED) AND WHERE SOAPS, SOLVENTS, AND DETERGENTS ARE NOT USED. DIRECTING PAVEMENT WASH WATERS INTO ANY SURFACE WATER, STORM DRAIN INLET, OR STORMWATER CONVEYANCE IS PROHIBITED, UNLESS THE CONVEYANCE IS CONNECTED TO A SEDIMENT BASIN, SEDIMENT TRAP, OR SIMILARLY EFFECTIVE CONTROL FOR THE POLLUTANTS PRESENT. PER 2.2.19.B, HOSING OF ACCUMULATED SEDIMENTS ON PAVEMENT INTO ANY STORMWATER CONVEYANCE IS PROHIBITED;

i. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE;

j. UNCONTAMINATED, NON-TURBID DISCHARGES OF GROUNDWATER OR SPRING WATER;

k. FOUNDATIONS OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS OR

CONTAMINATED GROUNDWATER

AUTHORIZED NON-STORM WATER DISCHARGE

POTENTIAL POLLUTANT ACTIVITY

VEHICLE TRAFFIC

· EXHAUST EMISSIONS

· POSSIBLE FUEL AND SYSTEMS

LEAKAGE

· TIRE WEAR

· MECHANICAL PARTS AND BRAKING

SYSTEMS

· BODYWORK (CORROSION, ETC.)

ROAD SEDIMENT

CONSTRUCTION ITEMS

· ASPHALT AND PORTLAND CEMENT

CONCRETE

· JOINT SEALANTS, CONCRETE CURING

COMPOUNDS

· PAINT, SOLVENTS, GLUES, THINNERS,

CAULKS, JOINT COMPOUNDS

· WOOD PRODUCTS

· MATERIAL PACKAGING WASTE

PRIMARY SOIL IS ABEGG GRAVELY LOAM (1C), 7 - 12 PERCENT SLOPE

COMPRISED OF 43% SAND, 39% SILT, AND 19% CLAY

HYDROLOGIC CLASS B - MOD. LOW RUNOFF

ERODIBILITY FACTOR 0.24

PER USDA.GOV WEB SOIL SURVEY

TO BE DETERMINED AND ASSIGNED

UPON AWARD OF BID

TO BE DETERMINED AND ASSIGNED

UPON AWARD OF BID

BID SET

05/13/2022

EX. EDGE OF

ASPHALT

(TYP)

0 30 60

1" = 30'

C2.1

SITE

DEMOLITION

PLAN

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Project Number

Date

Consultant

Pr oj ec t

Sheet No

Date Job No.

Drawn By Checked By

22-02

05/03/2022

PERMIT SET

TDP

22-006 04/21/2022

Revisions

No. Description Date

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

D ra w in g N am e:

C :\U se rs

\n an cy \P ow el l E ng in ee rin g an d

C on su lti ng , L

\T od d

Po w el l -

C ur re nt

P ro je ct s\ M

R uc h\

D ra w in gs \C

\R uc h

C P.

S av e:

M ay

, 2

:0 t D at e:

M ay

, 2

N an cy

M cC la in

SW 1/4 OF SEC.27, T.38S., R3E., W.M. JACKSON COUNTY, OREGON

D S

C H

O O

L D

R U

C H

O U

O R

C O

M M

U N

O O

R K

L O

U pp er A pp le ga te

R oa d Ja ck so nv ille

, O R

NOT FOR

CONSTRUCTIO

Stamp

ESCP - DEMO PHASE

SCALE: 1" = 30' - 0" (30x42)

EX. TREE

CANOPY (TYP)

EX. GRAVEL

PARKING

REMOVE AND REPLACE

EXISTING ROCK BASE

AND ASPHALT (TYP)

REMOVE AND REPLACE

EXISTING ROCK BASE

AND ASPHALT (TYP)

EX. BOOK LIBRARY

EX. FENCE FOR

PRE-SCHOOL

OUTDOOR PLAYEX. GATE

EX. GATE

EX. SCHOOL ENTRY

SIGN TO BE REPLACED

(SEE ARCH).EX. ASPHALT

TO REMAIN IN

THESE AREAS

TO PROTECT

MADRONE

TREES

EX. ADA RAMP

EX. STAIRS

EX. GRAVEL

PARKING

HWY 238

EX. EDGE OF

ASPHALT

EX. EDGE OF

ASPHALT

EX. EDGE OF

ASPHALT

DEMO KEY

1) BOLD/BLUE ELEMENTS TO BE DEMOLISHED AND HAULED

OFF TO AN APPROVED DISPOSAL GROUND.

2) TBR = "TO BE REMOVED"

3) CONTRACTOR TO COORDINATE ALL EXISTING UTILITY

RELOCATION AND/OR REMOVALS WITH THE

APPROPRIATE FRANCHISE UTILITY PRIOR TO

CONSTRUCTION.

4) SEE LANDSCAPE PLANS FOR TREE REMOVAL AND

PROTECTION.

REMOVE AND REPLACE

EXISTING ROCK BASE

AND ASPHALT (TYP)

REMOVE EX.

TIMBER STAIRS

EX. FENCE

(TBR)

EX. TREES

(TBR)

EX. TREE

(TBR)

ENTIRE ENTRY

CONCRETE, STAIRS,

RAMPS, AND PLANTER

WALL TO BE REMOVED.EX. GAS SERVICE

LINE TO BE

REPLACED.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 9, 2026.