SMES Classroom Modulars-BID SET-23-0417~1.pdf

PDF 23 MB Posted Apr 18, 2023

Attached to: Scouters Mountain Elementary School Modular Classroom Installation Project, ITB-002-2023
Solicitation number: S-P03012-00006604
Issued by: Clackamas County, Hebo CDP, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a bid set for the Scouters Mountain Elementary School Modular Classroom Installation Project, ITB-002-2023, issued by Clackamas County, Oregon. The general contractor will be responsible for all site preparation and modification work, including waterlines, sewer, storm drainage, grading, irrigation seeding, fencing, and electrical and plumbing utilities. The modular building and associated decking will be delivered and installed separately by Modern Building Systems.

The bid set provides detailed specifications and drawings for the project scope of work. Pricing terms, set-asides, incumbents, funding requirements and sources, and other salient information are not included in this document. The bid submission deadline and award date are not specified.

View the file

Other files

File	Type	Posted
2023 MBS Modular-Full Dwg Set-SMES.pdf	PDF	Apr 18, 2023
ITB-002-2023_Intent to Award_PandC_SCMES Modular Installation_23-0505.pdf	PDF	Apr 18, 2023
ITB-002-2023_SCMES Modulars_Bid Tab.pdf	PDF	Apr 18, 2023
SMES Classroom Mods-ADD01-Electrical.pdf	PDF	Apr 18, 2023
Addendum 02.pdf	PDF	Apr 18, 2023
ITB-002-2023_SCMES_Non-mandatory_Pre Bid Attendance.pdf	PDF	Apr 18, 2023
ITB-002-2023_SMES Modular_Addendum 01.pdf	PDF	Apr 18, 2023
SMES Classroom Modulars-BID SET SPECS-23-0417~1.pdf	PDF	Apr 18, 2023
Questions_and_Responses_for_RFQ.pdf	PDF	Apr 18, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ROOM NAME & NUMBER

STOREFRONT OR WINDOW TYPE

KEYNOTE REFERENCE

CEILING PLANE HEIGHT - ALL

REFERENCES TO FINISH FLOOR

ELEVATION

INTERIOR FINISH TYPE

HORIZONTAL ELEVATION PLANE

HEIGHT - ALL REFERENCES TO

F.F. ELEVATION

SPOT ELEVATION - ALL

REFERENCES TO F.F. ELEVATION

WALL TYPE WITH FIRE AND STC

RATING WHERE APPLICABLE

DOOR NUMBER - SEE DOOR

SCHEDULE

RELITE NUMBER - SEE

RELITE SCHEDULE

GRID LINE

BUILDING

SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

REVISION CLOUD

DETAIL

DETAIL SECTION

0' - 0"

TB-1

0'-0"

B.O.D.

## STC

X HR

N U

M B

E R

0'-0"

A101

REV #

A3.01

A5.01

WALL SECTION

A101

T.O.W

SIM

A101

NORTH ARROW

SHEET

NORTH

PROJECT

NORTH

MATCHLINE

MATCHLINE SEE 1/A2.12

Room name

NUMBER

architect BRIC Architecture Inc.

1233 NW Northrup Street, Suite 100 Portland, Oregon 97209 t: (503) 595 4900 Matt Jacoby

P ro je ct

ACT

ADD

AESS

AFF

AHJ

ALS

ALUM

ANOD

BLDG

BLKG

BOT

BTWN

CCTV

CIP

CLG

CLR

CMU

CONT

CORR

CSJ

CSMT

CTR

DBL

DTL

DIA

DIAG

DIM

DISP

DWG

(E)

ELEC

EJC

ANGLE

AND

ANCHOR BOLT

ACOUSTICAL CEILING TILE

ADDENDUM

ARCHITECTURAL EXPOSED

STRUCTURAL STEEL

ABOVE FINISH FLOOR

AUTHORITY HAVING

JURISDICTION

AREA LIGHT STANDARD

ALUMINUM

ANODIZED

BOARD

BUILDING

BLOCKING

BENCH MARK

BOTTOM

BOTTOM OF

BETWEEN

CHANNEL

CATCH BASIN

CLOSED CIRCUIT TV

CORNER GUARD

CAST IN PLACE CONCRETE

CEILING

CLEAR

CONTROL JOINT

CONCRETE MASONRY UNIT

CONTINUOUS

CORRIDOR

CLASSROOM

CONSTRUCTION JOINT

CASEMENT

CERAMIC TILE

CENTER

CENTERLINE

DOUBLE

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPENSER

DOWN

DAMPPROOFING

DOOR

DOWNSPOUT

DISHWASHER

DRAWING

EXISTING

EACH

EXHAUST FAN

EXPANSION JOINT

ELEVATION

ELECTRICAL

EXPANSION JOINT COVER

EOS

ENGR

EQUIP

EXP

EXT

FDN

FEC

FECB

FIN

FOC

FOF

FOM

FOS

FRT

FTG

FURR

GALV

GND

GVP

GWB

HPC

HVAC

INSUL

INT

IFRM

JAN

JST

LAV

LKR

LVR

EDGE OF SLAB

ENGINEER

EQUAL

EQUIPMENT

EACH SIDE

EACH WAY

EXPANSION

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

W/ BLANKET

FINISH FLOOR

FINISH

FLOOR

FACE OF

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FIRE RETARDANT TREATED

FOOTING

FURRING

GAUGE/GAGE

GALVANIZED

GRAB BAR

GENERAL CONTRACTOR

GLASS

GROUND

GYPSUM VENEER PLASTER

GYPSUM WALL BOARD

HOSE BIBB

HANDICAP

HOLLOW METAL

HIGH PERFORMANCE COATING

HEATING, VENTILATION AND

AIR CONDITIONING

HOT WATER

INSULATION

INTERIOR

INTUMESCENT FIRE RESISTIVE

MATERIALS

JANITOR

JOINT

JOIST

LENGTH

LAVATORY

LAG BOLT

LOCKER

LANDSCAPING

LOUVER

MATL

MAX

MECH

MED

MEZZ

MFR

MIN

MIR

MISC

MTD

MTL

(N)

NIC

NOM

NTS

OFC

OFCI

OFOI

OPNG

OPP

PLAS

PLYWD

PSF

PVMT

REF

REFR

REQ'D

REV

RCP

SAHTS

SAM

SECT

SFRM

MATERIAL

MARKERBOARD

MAXIMUM

MECHANICAL

MEDIUM

MEZZANINE

MANUFACTURER

MINIMUM

MIRROR

MISCELLANEOUS

MOUNTED

MASONRY OPENING

METAL

NEW

NOT APPLICABLE

NOT IN CONTRACT

NOMINAL

NELSON STUD

NOT TO SCALE

OVERALL

ON CENTER

OVERFLOW DRAIN

OUTSIDE DIAMETER

OFFICE

OWNER FURNISHED

CONTRACTOR INSTALLED

OWNER FURNISHED

OWNER INSTALLED

OVERHEAD

OPENING

OPPOSITE

OUTSIDE

PROPERTY LINE

PLASTER

PLYWOOD

POUNDS PER SQUARE

FOOT

PRESSURE TREATED

PAVEMENT

RADIUS

ROOF DRAIN

REFERENCE

REFRIGERATOR

REQUIRED

REVISE OR REVISION

ROOM

ROUGH OPENING

REFLECTED CEILING PLAN

SELF ADHERED HIGH

TEMPERATURE SHEET

SELF-ADHERED

MEMBRANE

SOLID CORE

SECTION

SQUARE FOOT

SPRAY-APPLIED FIRE

RESISTIVE MATERIALS

SHTG

SHWR

SHT

SIM

SOG

STD

STL

STOR

STRUCT

SUSP

T/M

TEL

THK

TLT

TOD

TOS

TYP

T&G

UNFIN

UNO

VERT

VEST

VFY

W/ W/O

WRB

SHEATHING

SHOWER

SHEET

SIMILAR

SEISMIC JOINT

SHEET METAL

SLAB ON GRADE

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

TO MATCH

TOP OF CURB

TELEPHONE

THICK

TOILET

TOP OF

TOP OF DECK

TOP OF STRUCTURE

TOOL JOINT

TOILET PAPER

TUBE STEEL

TYPICAL

TONGUE AND GROOVE

UNFINISHED

UNLESS NOTED

OTHERWISE

VAPOR BARRIER

VERTICAL

VESTIBULE

VERIFY

WITH

WITHOUT

WATER CLOSET

WOOD

WIDE FLANGE

WATER HEATER

WATERPROOFING

WATER-RESISTIVE BARRIER

WEIGHT

ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS VICINITY MAP

Delegated Design components which require Deferred Submittals include, but are not limited to, the following:

Deferred submittal items shall not be installed until the deferred submittal documents have been approved by the building official.

North Clackamas School District 12400 SE Freeman Way

Milwaukie, OR 97222 t: (503) 353 - 6000 Shuan Shuhldryer owner

KPFF

111 SW Fifth Ave, Suite 2600

Portland, OR 97204 t: (503) 542 - 3860

Eric Melle civil engineer

Interface Engineering, Inc.

100 SW Main St Suite 1600

Portland, OR 97204 t: (503) 382 - 2266

Mark O'Leary electrical engineer

Interface Engineering, Inc.

100 SW Main St Suite 1600

Portland, OR 97204 t: (503) 382 - 2266

Todd Kolibaba plumbing engineer

\\b ric

-a rc h.

co m \P ro je ct s\

N or th C la ck am as

S D

M od C lrm s-

S co ut er s- C an na dy \0

D ra w in gs

R ev it\

S M

E S

C la ss ro om M od s

T em pl at e v2

rv t

S C

O U

T E

R S

M O

U N

T A

L E

M E

N T

A R

Y S

C H

O O

C L

A S

S R

O O

M M

O D

U L

A R

SCOUTERS MOUNTAIN ELEMENTARY SCHOOL - CLASSROOM MODULARS

NORTH CLACKAMAS SCHOOL DISTRICT

10811 SE 172ND AVENUE

HAPPY VALLEY, OREGON 97086

S E

BID SET

CIVIL

C0.1 COVER SHEET

C1.0 EXISTING CONDITIONS & DEMOLITION PLAN

C2.0 SITE PLAN

C3.0 GRADING & DRAINAGE PLAN

C3.1 GRADING PLAN AND PROFILE

C4.0 UTILITY PLAN

C5.0 DETAIL

C6.1 EROSION AND SEDIMENT CONTROL PLAN

C6.2 EROSION AND SEDIMENT CONTROL DETAILS

ELECTRICAL

E0.1 SYMBOL LIST AND GENERAL NOTES - ELECTRICAL

E1.0 SITE PLAN - ELECTRICAL

E5.1 SINGLE LINE DIAGRAMS - ELECTRICAL

PLUMBING

P0.1 SYMBOL LIST AND GENERAL NOTES - PLUMBING

P1.0 SITE PLAN - PLUMBING

SITE

2 3 K1 2 3 K

2 3

2 3 K1 2 3 K

C on tr ib ut in g A re a

(s qf

t) (a c)

Im pe rv io us A re as

Pe rv io us

A re as

To ta l

School Site date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C0.1

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

SCOUTER'S MOUNTAIN ELEMENTARY SCHOOL

HAPPY VALLEY, OREGON

MAP FROM: xxx ©

SCALE: NTS

VICINITY MAP

OWNER:

CLIENT

STREET ADDRESS

CITY, OREGON XXXXX

TEL: 503-XXX-XXXX

CONTACT:

CIVIL ENGINEER/PROJECT MANAGER:

KPFF CONSULTING ENGINEERS

111 SW FIFTH AVENUE, SUITE 2600

PORTLAND, OREGON 97204

TEL: 503-542-3806

CONTACT: ERIC MELLE

ARCHITECT:

BRIC ARCHITECTURE

1233 NW NORTHRUP STREET, SUITE 100

PORTLAN, OREGON 97209

TEL: 503-595-4926

CONTACT: MATT JACOBY

STRUCTURAL ENGINEER:

CLIENT

STREET ADDRESS

CITY, OREGON XXXXX

TEL: 503-XXX-XXXX

CONTACT:

ELECTRICAL ENGINEER:

CLIENT

STREET ADDRESS

CITY, OREGON XXXXX

TEL: 503-XXX-XXXX

CONTACT:

MECHANICAL/PLUMBING ENGINEER:

CLIENT

STREET ADDRESS

CITY, OREGON XXXXX

TEL: 503-XXX-XXXX

CONTACT:

LANDSCAPE ARCHITECT:

CLIENT

STREET ADDRESS

CITY, OREGON XXXXX

TEL: 503-XXX-XXXX

CONTACT:

PROJECT CONTACTS

SHEET INDEX

1. SURVEY PROVIDED BY COMPASS ENGINEERING, DATED JUNE 2007. ELEVATIONS ARE BASED ON NGVD '88 VERTICAL DATUM ESTABLISHED PER BENCH MARK NO. {XX} LOCATED AT THE WEST 14 CORNER OF SECTION 31

WITH AN ELEVATION OF 483.98.

2. ASBUILT CONDITIONS OF SCOUTERS MOUNTAIN ELEMENTARY SCHOOL ARE BASED ON ASBUILTS COMPLETED

BY SJO CONSULTING ENGINEERS.

3. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND

ELEVATIONS, AS SHOWN, ON THE PLANS.

4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO

BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C2.0 FOR PROJECT CONTROL INFORMATION.

5. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON

THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT.

6. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY

DISCREPANCIES.

7. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS.

PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION

LAYOUT.

8. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING

CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE

REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS

SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.

9. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING

CONSTRUCTION.

10. CONTRACTOR TO REFERENCE SOILS REPORT BY GEOCON NORTHWEST, INC. DATED FEBRUARY 26, 2008 FOR

THE SITE SOILS CONDITIONS.

11. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2021 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF HAPPY VALLEY.

12. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR

PRIOR TO COMMENCING CONSTRUCTION.

13. 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 OAR 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). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY

BE ACCURATELY LOCATED.

14. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS

PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS.

15. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK.

16. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF HAPPY VALLEY FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS

AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE.

17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF

CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.

18. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING

CONSTRUCTION.

19. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO BUILDING AT ALL TIMES DURING CONSTRUCTION.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE

OWNER.

21. NOTIFY CITY INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY REPRESENTATIVE SHALL BE REQUIRED.

DEMOLITION

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS

AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS.

2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY.

3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT

SITE AS DIRECTED BY THE OWNER.

4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING

THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER.

5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION

JOINT.

6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT.

EARTHWORKS

1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE

SYSTEM.

2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES

WITH WATER WILL NOT BE PERMITTED.

UTILITIES

1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO

FINISHED GRADE.

2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF

CONFLICT OCCURS.

3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR

ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.

4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD

MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER.

5. ALL WORK TO CONFORM TO THE 2021 OREGON PLUMBING SPECIALTY CODE.

STORM AND SANITARY

1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES".

2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE

AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER.

3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED

OTHERWISE IN THE PLANS.

4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE 'WYE' BRANCH TYPE.

WATER

1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE.

2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL.

3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT

REGULATIONS, CHAPTER 333.

PAVING

1. SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS.

GENERAL

1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED.

2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING.

1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL

REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION.

2. STORM AND SANITARY SEWER PIPING SHALL BE CONFORM TO THE PROJECT SPECIFICATIONS; AS INDICATED

IN THE PLANS.

3. PRIVATE WATER MAINS SHALL CONFORM TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS.

4. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

[3,300] {CROSS-CHECK DETAILS AND SPECIFICATIONS} PSI AT 28 DAYS.

Call before you dig.

or 800-332-2344

PROJECT SITE

AC ASPHALT CONCRETE

AD AREA DRAIN

APPROX APPROXIMATE

B BOLLARD

BLDG BUILDING

BOW BACK OF WALK

BS BOTTOM OF SWALE

BOTTOM OF STAIR

BW BOTTOM OF WALL

CB CATCH BASIN

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC. CONCRETE

COTG CLEANOUT TO GRADE

CP CONTROL POINT

Δ DELTA

D/W DRIVEWAY

DIA.,Ø DIAMETER

DIP DUCTILE IRON PIPE

E EASTING

EXIST./EX EXISTING

FDC FIRE DEPARTMENT CONNECTION

FF FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

FND FOUNDATION

G GUTTER

GB GRADE BREAK

GL GAS LINE

GV GATE VALVE

H HEIGHT

HCP HANDICAP PARKING SPACE

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IRR. IRRIGATION

LP LIGHT POLE

MH MANHOLE

MIN MINIMUM

N NORTHING

O.D OUTSIDE DIAMETER

OF OUTFALL

OVH/OH OVERHEAD

P/L PROPERTY LINE

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCR POINT OF CURB RETURN

PED PEDESTRIAN

PIV POST INDICATOR VALVE

PM PARKING METER

POC POINT ON CURVE

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PT POINT OF TANGENT

P.U.E PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVT PRIVATE

R RIM

RD ROOF DRAIN

R.O.W RIGHT-OF-WAY

S SLOPE (FT/FT)

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SHT SHEET

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

S/W SIDEWALK

TC TOP OF CURB

TD TRENCH DRAIN

TG TOP OF GROUND

TP TOP OF PAVEMENT

TRANS. TRANSFORMER

TS TOP OF STAIR

TW TOP OF WALL

TOP OF WALK

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UNO UNLESS NOTED OTHERWISE

W WATER

W/ WITH

WCR WHEEL CHAIR RAMP

WM WATER METER

WV WATER VALVE

ABBREVIATIONS

ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE

TRENCH 18" INCHES ABOVE THE SEWER.

SEPARATION STATEMENT

CONSTRUCTION NOTESGENERAL NOTES MATERIAL NOTES

SHEET NUMBER SHEET TITLE

C0.1 COVER SHEET

C1.0 EXISTING CONDTIONS & DEMOLITION PLAN

C2.0 SITE PLAN

C3.0 GRADING & DRAINAGE PLAN

C3.1 GRADING PLAN AND PROFILE

C4.0 UTILITY PLAN

C5.0 DETAILS

C6.1 EROSION AND SEDIMENT CONTROL PLAN

C6.2 EROSION AND SEDIMENT CONTROL DETAILS

REMOVE OR ABANDON UTILITY LINE IN

PLACE

SAWCUT LINE

DEMOLITION/WORK LIMITS (SHOWN OFFSET

FOR CLARITY)

REMOVE TREE

EXISTING GRADE CONTOUR

PROPOSED CURB LINE SHOWN FOR

REFERENCE

1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION.

2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS

REQUIRED IN THE SPECIFICATIONS.

3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE

CONTRACTOR.

4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE

PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED

BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.

5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE

ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING

DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR

COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED

SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS.

6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT

OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT,

PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS,

CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE

RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL

CONDITION.

7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER

FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM

DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,

UNDERMINING, WASHOUT AND OTHER HAZARDS.

8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY.

9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING

THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF

DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE

CONSTRUCTION ZONE MUST BE KEPT CLEAN.

20 SAWCUT LINE

21 REMOVE CONCRETE CURB.

22 REMOVE CONCRETE SIDEWALK

23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE.

24 REMOVE AND REPLACE FENCE

PROPERTY LINE

40 PROTECT CURB AND SIDEWALK.

41 PROTECT ELECTRICAL VAULT.

42 PROTECT UNDERGROUND UTILITIES.

43 PROTECT TREE.

44 PROTECT MONUMENTATION.

45 PROTECT ASPHALT PAVEMENT.

46 PROTECT EXISTING RETAINING WALL.

SHEET NOTES

X DEMOLITION KEY NOTES

X PROTECTION KEY NOTES

SHEET LEGEND

G.6

B.8

3 K

K date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C1.0

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

SCALE

1 INCH = 20 FEET

20 400

EXISTING CONDTIONS &

DEMOLITION PLAN

SANITARY MANHOLE DATA

STORM MANHOLE DATA

8 11

C5.0

1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.

2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER

DETAIL 5/C5.0.

3. MODULARS SHALL BE INSTALLED AT A HEIGHT OF 30" FROM THE

FIELD SURFACE. SKIRTING INSTALLED AROUND THE BOTTOM OF

THE MODULAR BUILDING SHALL BE OFFSET A MIN. OF 3" FROM THE

GROUND TO ALLOW ROOF DRAINAGE TO FLOW FREELY BENEATH.

4. ALL LOCATIONS WHERE ASPHALT IS SAWCUT AND REMOVED SHALL

BE REPLACED WITH ASPHALT SECTION PER DETAIL 1/C5.0.

STANDARD ASPHALT

PAVEMENT

PERVIOUS CONC. SIDEWALK

C5.0

PROPERTY LINE

# DESCRIPTION DESCRIPTION

1 SAWCUT LINE

2 STANDARD CURB 2/C5.0

3 CURB ENDING 3/C5.0

4 ASPHALT PAVEMENT 1/C5.0

5 CONCRETE SIDEWALK 4/C5.0

6 CAST-IN-PLACE CONCRETE WALL 14/C5.0

7 6" THICK CRUSHED GRAVEL MAT 15/C5.0

8 PERVIOUS CONCRETE SIDEWALK 6/C5.0

X KEY NOTES

SHEET LEGEND

SHEET NOTES

SAWCUT LINE

CRUSHED GRAVEL MAT 15

C5.0

3 K

MOD

E = 4

.50

MODULAR

FFE = 405.50

.8'

32.1'

.1'

40.0'

8.3

.4'

12.8'

.3'

3.0' 3.3'

7.3'

7.2'

3.0'

.2'

5.0'

110.11°'

159.89°'

5.0'

20.0'

6.0

8.5

5.0'7

.0'

64.0'

28.0'

.0'

73.3'

5.0'

.4'

49.0'

23.4'

18.0'

4.3'

SEE ARCHITECTURAL AND

MODULAR MANUFACTURERS

PLANS FOR LAYOUT INFORMATION

SEE ARCHITECTURAL AND MODULAR

MANUFACTURERS PLANS FOR LAYOUT INFORMATION

SEE ARCHITECTURAL AND MODULAR MANUFACTURERS

PLANS FOR RAISED ALUMINUM WALKWAY LAYOUT AND

CONSTRUCTION INFORMATION (TYP)

SEE ARCHITECTURAL AND MODULAR MANUFACTURERS

PLANS FOR RAISED ALUMINUM WALKWAY LAYOUT AND

CONSTRUCTION INFORMATION (TYP)

SEE SHEET C3.1 FOR

WALL PROFILES

SEE SHEET C3.1 FOR

WALL PROFILES

date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C2.0

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

SCALE

1 INCH = 20 FEET

20 400

SCALE

1 INCH = 20 FEET

20 400

SITE PLAN

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

DRAINAGE FLOW DIRECTION

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BOS BOTTOM OF SWALE

BOW BACK OF WALK

BS BOTTOM OF STEP

BW BOTTOM OF WALL

EG EXISTING GRADE

FF FINISHED FLOOR

FL FLOW LINE

G GUTTER

HP HIGH POINT

LP LOW POINT

RIM RIM OF STRUCTURE

TC TOP OF CURB

TG TOP OF GROUND

TP TOP OF PAVEMENT

TS TOP OF STEP

TW TOP WALL

XX.XX XX

GRADE BREAK

1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY

DIRECTION.

3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA

ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).

4. SEE SHEET C3.1 FOR STORMWATER INVERT INFORMATION AND

WALL PROFILES

CALLOUT DESCRIPTION

>> CONVEYANCE SWALE

X KEY NOTES

NOTE DESCRIPTION DETAIL

REF.

SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING

PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. 13/C5.0

ST SOAKAGE TRENCH 9/C5.0

SHEET NOTES

SHEET LEGEND

GRADING LABEL LEGEND

(XXX.X±) EXISTING GRADE

(MATCH WHERE APPLICABLE)

SAWCUT LINE

GRADING SLOPE AND DIRECTION (DOWNHILL)X.X%

SLOPE ORIENTATION INDICATING DIRECTION OF

MAXIMUM GRADE (DOWNHILL)

[X.X%]

MOD

E = 4

.50

MODULAR

FFE = 405.50

3 K

402.07 TW

401.55 TW

401.71 TW

401.41 TW

400.50 TW

402.25 TW

402.05 TW

402.03 BW

398.00 BW

402.25 BW

401.92 BW

400.00 BW

401.41 BW

(380)

(385)

(381) (382) (383) (384) (386)

(387) (388)

(389)

(390)

(395)

(391) (392) (393) (394) (396) (397)

(400)

(398) (399) (401) (402)

402.09 RIM

405.58 RIM402.49 RIM

(401.0±)

(403.2±)

(403.0±)

(405.0±)

(402.5±)

(403.3±)

(403.4±)

403.01 FG

403.08 FG

(404.0±)

402.51 FG

402.20 FG

401.50 FG

(402.3±)

(402.4±)

(402.1±)

3.6

11.6%

401.77 RIM

399.44 BW

0+00

0+500+

0+00

0+50

POB B-B - MOD 1

0+00.00

N 23986.15 E 19394.35

POE B-B - MOD 1

0+50.00 N 24011.89 E 19351.48

POB C-C - MOD 2

0+00.00

N 24032.61 E 19435.14

POE C-C - MOD 2

0+50.00 N 24075.49 E 19460.87

POB D-D - MOD 2

0+00.00

N 24038.17 E 19456.96

POE D-D - MOD 2

0+50.00 N 24063.90 E 19414.09

(404.4±)

(404.1±)

402.39 FG

402.09 FG

401.93 FG

POB A-A - MOD 1

0+00.00

N 23980.59 E 19372.53

POE A-A - MOD 1

0+50.00

N 24023.47 E 19398.25 date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C3.0

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

SCALE

1 INCH = 20 FEET

20 400

SCALE

1 INCH = 20 FEET

20 400

GRADING &

DRAINAGE PLAN

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

DRAINAGE FLOW DIRECTION

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BOS BOTTOM OF SWALE

BOW BACK OF WALK

BS BOTTOM OF STEP

BW BOTTOM OF WALL

EG EXISTING GRADE

FF FINISHED FLOOR

FL FLOW LINE

G GUTTER

HP HIGH POINT

LP LOW POINT

RIM RIM OF STRUCTURE

TC TOP OF CURB

TG TOP OF GROUND

TP TOP OF PAVEMENT

TS TOP OF STEP

TW TOP WALL

XX.XX XX

GRADE BREAK

1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY

DIRECTION.

3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA

ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).

4. SEE SHEET C3.1 FOR STORMWATER INVERT INFORMATION AND

WALL PROFILES

CALLOUT DESCRIPTION

>> CONVEYANCE SWALE

X KEY NOTES

NOTE DESCRIPTION DETAIL

REF.

SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING

PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. 13/C5.0

ST SOAKAGE TRENCH 9/C5.0

SHEET NOTES

SHEET LEGEND

GRADING LABEL LEGEND

(XXX.X±) EXISTING GRADE

(MATCH WHERE APPLICABLE)

SAWCUT LINE

GRADING SLOPE AND DIRECTION (DOWNHILL)X.X%

SLOPE ORIENTATION INDICATING DIRECTION OF

MAXIMUM GRADE (DOWNHILL)

[X.X%]

402.07 TW

401.55 TW

401.71 TW

401.41 TW

400.50 TW

402.25 TW

402.05 TW

402.03 BW

398.00 BW

402.25 BW

401.92 BW

400.00 BW

401.41 BW

(403.4±)

403.01 FG

403.08 FG

(404.0±)

402.51 FG

402.20 FG

401.50 FG

(402.3±)

3.6

11.6%

401.77 RIM

399.44 BW

0+00

0+50

0+00

0+50

POB A-A - MOD 1

0+00.00

N 23980.59 E 19372.53

POE A-A - MOD 1

0+50.00 N 24023.47 E 19398.25

POB B-B - MOD 1

0+00.00

N 23986.15 E 19394.35

POE B-B - MOD 1

0+50.00 N 24011.89 E 19351.48

POB C-C - MOD 2

0+00.00

N 24032.61 E 19435.14

POE C-C - MOD 2

0+50.00 N 24075.49 E 19460.87

POB D-D - MOD 2

0+00.00

N 24038.17 E 19456.96

POE D-D - MOD 2

0+50.00 N 24063.90 E 19414.09

SD SCREEN FILTER & CLEANOUT-2

SD PERF. AREA DRAIN-2

RIM=401.77

IE 6" IN=399.65 (NW)

IE 6" OUT=399.55 (SW) 3 LF - 6" PERF. SD

S=0.00%

SD COTG-2

RIM=401.93

IE 6" IN=399.55 (NE)

27 LF - 6" PERF. SD

S=0.00%

SD SCREEN FILTER & CLEANOUT-1

SD PERF. AREA DRAIN-1

RIM=402.39

IE 6" IN=401.25 (NW)

IE 6" OUT=401.00 (SW)

3 LF - 6" PERF. SD

S=0.00%

SD COTG-1

RIM=402.09

IE 6" IN=401.00 (NE)

43 LF - 6" PERF. SD

S=0.00%

SCALE: HORIZ: 1" = '

VERT: 1" = '

A-A - MOD 1 PROFILE

0+00 0+50

MOD FFE = 405.5

6" FOUNDATION PAD

PIER

ZONE OF INFLUENCE

3.50'

TOP 1' FOOTING

0+09.67 397.72

TOP WALL

0+10.00 400.86

EXISTING GRADE

PROPOSED GRADE

SCALE: HORIZ: 1" = '

VERT: 1" = '

B-B - MOD 1 PROFILE

0+00 0+50

MOD FFE = 405.5

6" FOUNDATION PAD

PIER

ZONE OF INFLUENCE

3.50'

TOP 1' FOOTING

0+09.67

397.41

TOP WALL

0+10.00 400.75

EXISTING GRADE

PROPOSED GRADE

SCALE: HORIZ: 1" = '

VERT: 1" = '

C-C - MOD 2 PROFILE

0+00 0+50

MOD FFE = 405.5

6" FOUNDATION PAD

PIER

ZONE OF INFLUENCE

3.50'

'TOP WALL

0+10.00 401.96

TOP 1' FOOTING

0+09.67 399.47

EXISTING GRADE

PROPOSED GRADE

SCALE: HORIZ: 1" = '

VERT: 1" = '

D-D - MOD 2 PROFILE

0+00 0+50

TOP WALL

0+10.00

401.61

TOP 1' FOOTING

0+09.67 398.10

MOD FFE = 405.5

6" FOUNDATION PAD

PIER

ZONE OF INFLUENCE

3.50'

EXISTING GRADE

PROPOSED GRADE

date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C3.1

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

SCALE

1 INCH = 5 FEET

5 10

GRADING PLAN

AND PROFILE

NOTE DESCRIPTION DETAIL

REF.

1 FIELD VERIFY LOCATION AND IE OF EXISTING XX" XXX

LATERAL PRIOR TO CONSTRUCTION.

S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR

CONTINUATION. SIZE AS NOTED.

SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING

PLANS FOR CONTINUATION. SIZE AND IE AS NOTED.

13/C5.0

ST SOAKAGE TRENCH 9/C5.0

W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING

PLANS FOR CONTINUATION. SIZE AS NOTED.

!! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O.

STRUCTURE TYPE

PIPE LABEL

XXLF - XX" XX

UTILITY SIZE

UTILITY LENGTH

UTILITY TYPE

S=X.XX%

XX XX-XX

N=XXXX.XX

E=XXXX.XX

RIM=

IE IN = XX.X

IE OUT = XX.X

STRUCTURE TYPE CALLOUT

UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER,

W=WATER, FP=FIRE PROTECTION)

ID NUMBER (WHERE APPLICABLE)

STRUCTURE INFO (WHERE APPLICABLE)

LOCATION (WHERE APPLICABLE)

STRUCTURE LABEL

1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL

7/C5.0.

2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE.

3. SEE MEP PLANS FOR SANITARY AND WATER LINE CONSTRUCTION

UNDER THE MODULARS AND PENETRATION INVERT ELEVATIONS (TYP).

SLOPE (WHERE APPLICABLE)

CALLOUT DESCRIPTION DETAIL REF.

AD AREA DRAIN TYPE 1 XX/XX.XX

AD2 AREA DRAIN TYPE 2

BW AIR RELEASE VALVE

BWV BUTTERFLY VALVE

CB CATCH BASIN

CO CLEANOUT TO GRADE

DCVA DOUBLE CHECK VALVE ASSEMBLY

DDCV DOUBLE DETECTOR CHECK VALVE

DI DITCH INLET

DW DRYWELL

FCMH FLOW CONTROL MANHOLE

FD FOUNDATION DRAINAGE

FDC FIRE DEPARTMENT CONNECTION

FH FIRE HYDRANT

GI GUTTER INLET

GM GAS METER

GV GATE VALVE

HB HORIZONTAL BEND

MH MANHOLE

OF OUTFALL

OV OVERFLOW INLET

OV2 OVERFLOW INLET TYPE 2

PIV POST INDICATOR VALVE

PLUG PLUG

PUMP PUMP

RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY

SMH SANITARY MANHOLE

STUB STUB

TB THRUST BLOCK

TD TRENCH DRAIN

TEE TEE CONNECTION

VB VERTICAL BEND

WELL WELL

WM WATER METER

WQ WATER QUALITY

WQCB WATER QUALITY CATCH BASIN

WQMH WATER QUALITY MANHOLE

WYE WYE CONNECTION

X UTILITY KEY NOTES

SHEET NOTES

UTILITY LABEL LEGEND

3 K

MOD

E = 4

.50

MODULAR

FFE = 405.50

9 LF - 6" PVC S

S=0.41%

3 LF - 6" PVC S

S=0.41%

42 LF - 6" PVC S

S=0.41%

4 LF - 6" PVC S

S=0.41%

33 LF - 6" PVC S

S=0.41%

161 LF - 6" PVC S

S=0.42%

155 LF - 6" PVC S

S=0.40%

5 LF - 2" COPPER W

3 LF - 2" COPPER W

213 LF - 2" COPPER W

53 LF - 2" COPPER W

112 LF - 2" COPPER W

5 LF - 6" PVC S

S=1.00%

S SEE PUMBING

IE 6" OUT=399.73 (NW)

S 45° BEND-1

S COTG-1

S 45° BEND-2

S COTG-2

S SMH 1

RIM=399.86

IE 6" IN=399.35 (NW)

IE 6" IN=399.45 (SW)

IE 6" OUT=399.33 (NE)

S SMH-2

RIM=399.16

IE 6" IN=398.65 (SW)

IE 6" OUT=398.62 (NW)

RIM=(403.1±)

IE 6" IN=398.00 (SE) S - 6" PVC

IE IN=398.00 (SW) EX. 6" PVC

IE OUT=397.90 (N) EX. 6" PVC

FIELD VERIFY POINT

OF CONNECTION

CONNECT TO EXISTING SMH

#4 FROM ASBUILTS

W SEE PLUMBING W 2" TAP AND VALVE

S SEE PLUMING

IE 6" OUT=399.50 (NE)

0+00

0+20

0+40

1+00

1+20

1+40

1+60

1+80

2+00

2+20

2+40 2+60

2+80

3+00

3+20

3+40

3+60

3+80

4+004+07.71

0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

1+80

2+00

2+20

2+40

2+60

3+85.70

SEE SHEET C3.0 FOR LEVEL

SPREADER DETAILS

SEE SHEET C3.0 FOR LEVEL

SPREADER DETAILS

S date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C4.0

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

SCALE

1 INCH = 20 FEET

UTILITY PLAN

COMPACTED

SUBGRADE

11" OF BASE

COURSE

AC SURFACE COURSE:

2" OF 1/2" DENSE GRADED,

LEVEL 2 HMAC

AC BASE COURSE:

2" OF 1/2" DENSE GRADED,

LEVEL 2 HMAC

SCALE: NTS1 ASPHALT PAVEMENT SECTION

SCALE: NTS2 CONCRETE CURB - STANDARD

NOTES:

1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED.

2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION

JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY.

3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR

AS DIRECTED.

4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE

ENGINEER.

R=38"

R=34" BACKFILL TO

TOP OF CURB

PAVEMENT

3" OF BASE COURSE

16"

6:1 BATTER

SCALE: NTS3 CONCRETE CURB - ENDING

12"

TOP OF

PAVEMENT LINE

TOP OF CURB

BOTTOM OF CURB

4" M

(6 " I

D/2

12"

UNPAVED

AREAS

PAVED

AREAS

MIN.

" M

(IF

O T

12"

DETECTABLE

WARNING TAPE

RESURFACING MATCH

EXISTING PAVEMENT

SECTION

SAWCUT

LINE

EXISTING AC

PAVEMENT

SCALE: NTS7 TYPICAL PIPE BEDDING AND BACKFILL

TRACER WIRE

FINISHED

GRADE

PERF. PIPE IE (IN)=

PER PLAN

1 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL

2 12" PEDESTRIAN HINGED GRATE, H-10 RATED BY ADS, OR APPROVED EQUAL.

3 FLEXSTORM SHORT CATCH-IT INLET SEDIMENT BAG, OR APPROVED EQUAL.

X KEY NOTES

IE (OUT)=

PER PLAN

PIPE SIZE

PER PLAN

CONCRETE COLLAR. 3000

PSI CONCRETE

#4 REBAR LOOP

6" MIN.

TYP.

0.5"

SCALE: NTS8 PERFORATED AREA DRAIN IN GRAVEL MAT AREAS

2.00'

MIN.

NOTES:

1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478.

2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS.

3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 18"

OF MANHOLE VAULT..

25"

GRADE RINGS

3" MIN.

12" MAX.

MANHOLE FRAME AND COVER

AS SPECIFIED

FINISH GRADE

GROUT FRAME, TYP.

PREFORMED

RUBBER

GASKET

LADDER

RUNGS,

12" OC,

TYP.

PRECAST SECTIONS,

HEIGHT VARIES. SEE

NOTE 1.

MANHOLE BASE.

SEE NOTE 2

X" BASE ROCK

NOTE 3

SCALE: NTS10 STANDARD MANHOLE

HARD SURFACE LANDSCAPE AREA

RISER O.D.

+ 12" MIN.

1" MAX.

6" M

4" MIN.

2" MIN.

NOTES:

1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT.

2. FOR CARRIER PIPE SIZE 6"Ø AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE.

3. FOR CARRIER PIPE SIZE 8"Ø AND LARGER, RISER PIPE SHALL BE 6"Ø.

4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL.

SCALE: NTS12 STANDARD CLEANOUT (COTG)

MECHANICAL PLUG

WITH GASKET

CAST IRON FRAME

SET IN CONCRETE

#4 HOOP CENTERED IN

3000 PSI CONCRETE

PAD.

PROVIDE 14" MIN.

CLEARANCE FOR

CONCRETE PAD AND

RISER PIPE

45° BEND

INSTALL PLUG WITH

GASKET IF END OF LINE

SERVICE CONNECTION

IF REQUIRED

BEDDING MATERIAL

CAST IRON FRAME AND

COVER TO FINISHED GRADE IN

PAVED AREAS

AC PVM'T OR CONC. PAVING OR

OTHER SURFACING

CARRIER

PIPE

WYE BRANCH

TRENCH BACKFILL

NOTES:

1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION

JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS

NOTED OTHERWISE.

SEE PLAN

CONCRETE SIDEWALK

4" MIN. THICKNESS

3" SUBBASE

COURSE

SCALE: NTS4 CONCRETE SIDEWALK

1.5%

EXPANSION / ISOLATION JOINT

38"

SCALE: NTS5 SIDEWALK JOINTS

JOINT SEALER

SCORE JOINT CONTRACTION JOINT

D/3

1/8" TO 1/4"

DRAINAGE

STRUCTURE,

MANHOLE, FOOTING

OR SIDEWALK/

DRIVEWAY

TOOLED OR

SAWCUT JOINT

JOINT INTERVALS TABLE

TYPE SPACING OR AT...

SCORE 5' TYP. LOCATIONS SHOWN ON PLANS

CONTRACTION 15' MAX. END OF RAMPS AND

DRIVEWAYS

EXPANSION/

ISOLATION 200' *

POINTS OF TANGENCY AND AT

ENDS OF EACH DRIVEWAY OR

OTHER FIXED OBJECTS

* MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX.

NOTES:

1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE JOINTS.

2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS.

3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS.

38" FIBER EXPANSION

BOARD WITH BACKER

ROD

1/8" TO 1/4"

TOOLED OR

SAWCUT JOINT

R=14"

(TYP.)

14" R

(TYP.)

SCALE: NTS9 SOAKAGE TRENCH

3" TYP.

2' VARIES TO 4'

REFERENCE ELEV.

CALLOUT ON PLAN

GRASS/LANDSCAPE

WRAP DRAINAGE FILL TRENCH WITH

DRAINAGE FABRIC,

ALL SIDES WITH 6" MIN. OVERLAP

4" PERF. PIPE.

SLOPE TO DRAIN

BORROW FILL - SUBGRADE

STABILIZATION

SCALE: NTS6 PERVIOUS CONCRETE

NOTES:

1. BASED MAY BE PRECAST OR CAST IN PLACE.

2. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478.

3. CONCRETE SHALL BE COMMERCIAL GRADE.

4. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH SLOPES AND RAIDII TO OUTLET PIPE.

5. EXTEND PIPE INTO MANHOLE AND GROUT SMOOTH. PIPE(S) MAY EXTEND 2" MAX BEYOND THE

INTERIOR MANHOLE WALL.

SCALE: NTS11 MANHOLE BASE - STANDARD

SMOOTH FINISH

CHANNEL TO 3/4

VERTICAL HEIGHT OF

PIPE

1:12 SLOPE MIN.,

TYP.

SLOPE SHELF 1:12 ALL

AROUND

FINISHED GRADE

90° ELBOW

MIN. TO STORM

SYSTEM

DOWNSPOUT

BY OTHERS.

BUILDING

SCALE: NTS13 DOWNSPOUT/STORM DRAIN CONNECTION

SCALE: NTS14 CONCRETE RETAINING WALL

'W'

TOP OF

GROUND

(WHERE

APPLICABLE)

LANDSCAPE

(WHERE APPLICABLE)

MIN.

COMPACTED

FILL OR

UNDISTURBED

NATIVE SOIL

#5@ 14" O.C.

0.24'

CLR

(A T

34" CHAMFER

TOP OF WALL

(TW)

SEE PLAN

MAX.

MAX. BACKFILL ELEVATION

CLR

#5@ 12" O.C.

2" CLR

SLEEVE FOR STORM

DRAINAGE PIPING

(WHERE APPLICABLE)

3 MAX.

TOP OF PAVEMENT

(WHERE APPLICABLE)

DRAINAGE FILL

FILTER FABRIC

4" PERF. PIPE. SLOPE

DRAIN

(NW RETAINING

WALL ONLY)

MIN.

STEP FOOTING

PER DETAIL

(WHERE APPLICABLE)

TOP OF

FOOTING=

SEE PLAN

3" CLR

'H ' M

O N

#4 @ 14" O.C. X

CONT.

VERTICAL REINFORCING,

SEE TABLE

WALL TYPE X 'H' HEIGHT 'W' WIDTH VERTICAL REINFORCEMENT 'K' KEYWAY

A 3'-0" 2'-6" #4 @ 14" O.C. NONE

B 3'-6" 3'-0" #4 @ 14" O.C. NONE

C 4'-0" 3'-6" #4 @ 14" O.C. NONE

MIN

NOTES:

1. RETAINING WALL IS CONCEPTUAL IN NATURE AND IS SHOWN TO REPRESENT THE CONSTRUCTION DIMENSIONS AND

REINFORCEMENT OF A TYPICAL CAST-IN-PLACE CONCRETE RETAINING WALL.

2. DESIGN SHOWN IS BASED ON ALLOWABLE SOIL PRESSURE OF 2000 PSF, ACTIVE PRESSURE OF 35 PCF AND PASSIVE

PRESSURE OF 250 PSF APPLIED AT TOE. NO SOIL SURCHARGE OVER TOE IS ASSUMED.

3. CONFIRM DEMENSIONS WITH GEOTECHNICAL RECOMMENDATIONS FOR PROJECT SPECIFIC VALUES.

SUBGRADE STABILIZATION

6" COURSE. 34 INCH MINUS.

NON-WOVEN GEOTEXTILE

FABRIC

SCALE: NTS15 6" GRAVEL MAT

6" GRAVEL MAT

( SEE DETAIL 15/C5.0)

CONCRETE

RETAINING WALL

( SEE DETAIL 14/C5.0)

date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C5.0

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

INLET PROTECTION

PROP. CONTOUR MINOR

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

C6.2

SEDIMENT CONTROL FENCE.

PLACE AT PROPERTY LINES, UNO

(SHOWN OFFSET FOR CLARITY).

PROPERTY LINE

EXTENT OF WORK

SURFACE FLOW DIRECTION

PROP. CONTOUR MAJOR

C6.2

TREE PROTECTION/

CONSTRUCTION FENCE

1 INSTALL ORANGE CONSTRUCTION/TREE PROTECTION FENCING

2 INSTALL INLET SEDIMENT PROTECTION

3 INSTALL SEDIMENT FENCE

4 INSTALL STRAW WATTLES

5 INSTALL CONCRETE WASHOUT

X KEY NOTES

EROSION CONTROL NOTES

SHEET LEGEND

CONCRETE WASHOUT 2

C6.2

STRAW WATTLES 3

C6.2

1. EROSION CONTROL SHALL BE INSTALLED IN ACCORDANCE WITH

OREGON DEQ AND CITY OF CORVALLIS STANDARDS.

2. THE IMPLEMENTATION OF THESE ESC PLANS, AND THE

CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF

THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR

UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND

PERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED.

3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN

SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.

DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE

FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING

SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF

CONSTRUCTION.

4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN

CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN

SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT

LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS,

OR VIOLATE APPLICABLE WATER STANDARDS.

5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM

REQUIREMENTS FROM ANTICIPATED SITE CONDITIONS, DURING THE

CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE UPGRADED

AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT

SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE.

6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR

AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED

FUNCTIONING.

7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED

TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS

AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE

CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER

INTO THE DOWNSTREAM SYSTEM.

8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE

BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION

OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO

ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION

OF THE PROJECT.

9. SOLID WASTE STORAGE. HAZARDOUS WASTE STORAGE, FUEL

STORAGE, AND FUELING ARE NOT ALLOWED TO OCCUR ON-SITE.

10. ESC PLAN IMPLEMENTATION: FOLLOWING APPROVAL OF THE

PROPOSED EROSION PREVENTION AND SEDIMENT CONTROL PLAN,

PLEASE CALL THE CITY'S AUTOMATED INSPECTION REQUEST LINE IVR

24 HOUR INSPECTION REQUEST LINE (888) 299-2821. SCHEDULE ONLINE

AT WWW.BUILDINGPERMITS.OREGON.GOV (SAME DAY

INSPECTIONS/CANCELLATIONS MUST BE IN BY 6:00AM.

11. NO ON-SITE STOCKPILING OF ANY SOIL MATERIALS SHALL BE

ALLOWED.

G.6

B.8 3 K

3 K

(385)

(390)

(395)

(400)

(380)

(385)

(390)

(395)

(400)

O O

O O O

O date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C6.1

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

SCALE

1 INCH = 20 FEET

SCALE: NTS1 SEDIMENT FENCE

NOTES:

1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS ROLL CUT TO THE

LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN

ON DETAIL SHEET.

2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET APART AND DRIVEN SECURELY INTO THE

GROUND A MINIMUM OF 24-INCHES.

3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA.

4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE INSTALLED ON THE DOWN-HILL SIDE

OF THE SLOPED AREA.

5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT

NOT BEFORE THE UP-SLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED.

6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL

AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE

IMMEDIATELY.

FILTER FABRIC

6' MAX.

36" MIN.

EXPOSURE

MIN.

36'

MIN.

24"

MIN.

SIDE VIEW

FRONT VIEW

2"x2" WOOD POST OR

STEEL FENCE POST

EXISTING GROUND

BACKFILL

TRENCH

FILTER

FABRIC

ANGLE BOTH ENDS OF SEDIMENT

FENCE TO ASSURE SOIL IS

TRAPPED

INTERLOCKED 2"X2" POSTS

AND ATTACH (SEE TURNED

ENDS CONNECTION)

PLAN VIEW

FILTER FABRIC

STITCHED

TOGETHER TO

FORM POST

POCKET

FILTER

FABRIC

POST

DETAIL FABRIC

POST POCKET

TURNED ENDS

GEOTEXTILE END CONNECTIONS

FLOW

SCALE: NTS2 CONCRETE WASHOUT

NOTES:

1. INSTALL A CONCRETE WASH OUT PIT AND A VISIBLE SIGN STATING, "DESIGNATED CONCRETE WASH

AREA." LOCATE THE WASH OUT IN A PLACE THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS SIZE TO

THE PROJECT.

2. PROVIDE 3' X 3' MINIMUM WASHOUT AREA. INCREASES SIZE OR PROVIDE ADDITIONAL WASHOUTS AS

REQUIRED TO ACCOMMODATE PROJECT CONDITIONS.

3. LOCATE WASHOUTS IN AREAS THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS.

4. FOR WASHOUTS LOCATED IN AREAS DESIGNATED TO RECEIVE HARDSCAPE, SOLIDS MAY BE BURIED IN

PLACE. FOR OTHER APPLICATIONS, REMOVE AND DISPOSE OF SOLIDS.

DESIGNATED

CONCRETE

WASH AREA

SEE NOTE 2

MIN.

PROVIDE 18"x24" SIGN.

PLAN VIEW

SECTION 'A'

HORIZONTAL

SPACING

(SEE NOTE 3)

SCALE: NTS3 STRAW WATTLE ON SLOPE

NOTES:

1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS.

2. INSTALL THE WATTLES IN A 3"-5" DEEP TRENCH, INSURING THAT NO GAPS EXIST BETWEEN THE SOIL

AND THE BOTTOM OF THE WATTLE.

3. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' MIN - 25'

MAX.)

4. REMOVE DUFF LAYER SO THAT INSTALLED WATTLES HAVE DIRECT CONTACT WITH THE SOIL. RUNOFF

MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL.

5. STRAW WATTLE SHALL BE RICE STRAW TUBE WITH FLEXIBLE NETTING. USE OF FIBER ROLLS, WHEAT

GRASS, OR RYE STRAW NOT PERMITTED.

MINIMUM 1'

OVERLAP ON

UPHILL SIDE

SLO

DIRECTIO

WOOD STAKE

(TYP.)

WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.)

NOTE 3

EXISTING SLOPE

3'-6" MIN.

BETWEEN

STAKES

NOTES:

1. TEMPORARY FENCE SHALL BE PLACED AT 15' MIN RADIUS FROM TRUNK OF TREE TO BE SAVED. FENCE

SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING T-POST ONLY. AVOID DRIVING

POSTS OR STAKES INTO MAJOR ROOTS.

2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION. MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT.

ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOILS AS SOON AS POSSIBLE.

3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE

LIMITS OF THE FENCING.

4. WITHIN CLEARING/GRADING LIMITS OR AT THE EDGE OF THE CLEARING/GRADING LIMITS, TREE

PROTECTION MAY BE INSTALLED AROUND GROUPS OF TREES.

R=15'

MIN.

4' M

T-POST

SCALE: NTS4 TREE PROTECTION - CONSTRUCTION FENCE

PLASTIC ORANGE

FENCE

BAG DETAIL

FOAM2 EACH DUMP

STRAP

EXPANSION RESTRAINT (14"

NYLON ROPE,

2" FLAT WASHERS)

WIDTH=W

LENGTH=L

DEPTH=D

DUMP STRAP

1" REBAR FOR BAG REMOVAL

FROM INLET

REGULAR FLOW

SILTSACK® DUMP STRAP

SCALE: NTS5 INLET SEDIMENT PROTECTION

NOTE:

1. DO NOT USE HIGH FLOW

INSERT BAGS.

date phase date project k e y p l a n revisions

3/2 9/2

3 5

:37 :31

P M

\c\ p\2

2\2

-S co ute rs-

Mt n\F

ILE

-T

\IN

-R

\22

7 S

Cl as sro om

M od s T em pla te v2 0.r vt C6.2

95% BID SET

04/17/2023 22027

1 S E

, O

OREGON

EXPIRATION DATE:

100004PE

12/31/2024

BID

DIN

RPO

ONLY

date phase date project k e y p l a n revisions

EXPIRES: 12/31/24

:1 6:

M C

:\U se rs \k ay la a\ D oc um en ts

\S M

E S

C la ss ro om M od s_

C _R

_k ay la

_a .r vt

P0.1

SYMBOL LIST AND

GENERAL NOTES -

PLUMBING

S C

O U

T E

R S

M O

U N

T A

E N

T A

R Y

S C

H O

O L

S R

O O

M M

O D

R S

-5

N O

R T

H C

K A

M A

S S

C H

O O

L D

BID SET

04/17/2023 22027

D A

V E

N U

E H

A P

P Y

V A

Y , O

R E

G O

PROJECT

CONTACT

www.interfaceengineering.com

TODD KOLIBABA

2023-0276

100 SW Main Street, Suite 1600 Portland, OR 97204

TEL 503.382.2266

GENERAL PLUMBING NOTES

SHEET INDEX

PLUMBING SYMBOL LIST

NOTE: This is a standard symbol list and not all items listed may be used.

A. PROVIDE HEAT TRACING AT 3W / FT. AND PROVIDE INSULATION,

COORDINATE WITH DIV 26.

Abbreviations

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

& AND

A AQUASTAT, ARCHITECT, ANCHOR, AMPHERE

@ AT

BFF BELOW FINISHED FLOOR

BTUH BRITISH THERMAL UNITS PER HOUR

BLDG BUILDING

CV CHECK VALVE

CO CLEANOUT

CW COLD WATER

CD CONDENSATE DRAIN

CONT. CONTINUATION

CFH CUBIC FEET PER HOUR

CFS CUBIC FEET PER SECOND

DN DOWN

DS DOWNSPOUT

DSN DOWNSPOUT NOZZLE

D DRAIN

DFU DRAINAGE FIXTURE UNIT

DWV DRAINAGE, WASTE AND VENT

FT FEET

FFE FINISHED FLOOR ELEVATION

F FIRE, FAHRENHEIT

FL FLOOR

FCO FLOOR CLEANOUT

FV FLUSH VALVE

' FOOT, FEET

(F) FUTURE

GPM GALLONS PER MINUTE

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HZ HERTZ

HB HOSE BIBB

HWFU HOT WATER FIXTURE UNIT

HWS HOT WATER SUPPLY

IN, " INCHES

IW INDIRECT WASTE

INV INVERT ELEVATION

L LAVATORY

MIN MINIMUM

MX MIXING VALVE

(N) NEW

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

# NUMBER

NO. NUMBER

OD OVERFLOW DRAIN, OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

PLBG PLUMBING

P PLUMBING, PUMP

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE

QTY QUANTITY

SAN SANITARY

SB SERVICE BOX

SHT SHEET

SA SHOCK ARRESTOR

SOV SHUT OFF VALVE

SF SQUARE FEET

SP SUMP PUMP, STATIC PRESSURE

TEMP TEMPERATURE

TYP TYPICAL

V VACUUM, VENT, VOLT

VTR VENT THRU ROOF

WCO WALL CLEANOUT

W WASTE

WC WATER COLUMN, WATER CLOSET

WHA WATER HAMMER ARRESTOR

WSFU WATER SUPPLY FIXTURE UNIT

W/ WITH

General

KEYED NOTE

NEW WORK

PIPE OR CONDUIT BELOW GRADE

CONTINUATION

EXTENT OF DEMOLITION

PIPE BELOW GRADE

POINT OF CONNECTION

PLUMBING EQUIPMENT IDENTIFICATION

Piping Fittings

ACCESS PANEL

CAP

CLEANOUT TO GRADE

CONCENTRIC REDUCER

ECCENTRIC REDUCER

FLOW DIRECTION

HOSE BIBB / WALL HYDRANT

OVERFLOW ROOF DRAIN

PIPE DROP

PIPE RISE

SHOCK ABSORBER / WATER HAMMER ARRESTOR

TEE DOWN ON PIPE

TEE UP ON PIPE

VENT THROUGH ROOF

WALL CLEANOUT

Piping Systems

COLD WATER PIPING

SANITARY VENT PIPING

SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHED

FLOOR

SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHED

FLOOR

Valves

SHUTOFF VALVE, GENERAL

P0.1 SYMBOL LIST AND GENERAL NOTES - PLUMBING

P1.0 SITE PLAN - PLUMBING

D D

POC 2" DOM. CW

& 4" SAN

SEE CIVIL DWG'S

FOR CONT.

I.E = 399.5'

COORDINATE WITH MODULAR

MANUFACTURES

DRAWING FOR CONT.

COORDINATE WITH MODULAR

MANUFACTURES

DRAWING FOR CONT.

POC 4" SAN

SEE CIVIL DWG'S

FOR CONT.

I.E = 399.67'

POC 2" DOM. CW

SEE CIVIL DWG'S

FOR CONT.

PROVIDE HEAT TRACING 3W/FT. AND INSULATE

ALL EXPOSED COLD WATER PIPING

THAT IS UNDER THE MODULAR BUILDING

COORDINATE WITH DIV 26. ABOUT 5 FT.

PROVIDE HEAT TRACING 3W/FT. AND INSULATE

ALL EXPOSED COLD WATER PIPING

THAT IS UNDER THE MODULAR BUILDING

COORDINATE WITH DIV 26. ABOUT 5 FT.

date phase date project k e y p l a n revisions

EXPIRES: 12/31/24

:1 7:

M C

:\U se rs \k ay la a\ D oc um en ts

\S M

E S

C la ss ro om M od s_

C _R

_k ay la

_a .r vt

P1.0

SITE PLAN - PLUMBING

S C

O U

T E

R S

M O

U N

T A

E N

T A

R Y

S C

H O

O L

S R

O O

M M

O D

R S

-5

N O

R T

H C

K A

M A

S S

C H

O O

L D

BID SET

04/17/2023 22027

D A

V E

N U

E H

A P

P Y

V A

Y , O

R E

G O

PROJECT

CONTACT

www.interfaceengineering.com

TODD KOLIBABA

2023-0276

100 SW Main Street, Suite 1600 Portland, OR 97204

TEL 503.382.2266

0' 8' 16' 32'

1/16" = 1'-0"

1 SITE PLAN - PLUMBING

date phase date project k e y p l a n revisions

EXPIRES: 12/31/24

M C

:\U se rs \k ay la a\ D oc um en ts

\S M

E S

C la ss ro om M od s_

C _R

_k ay la

_a .r vt

E0.1

SYMBOL LIST AND

GENERAL NOTES -

ELECTRICAL

S C

O U

T E

R S

M O

U N

T A

E N

T A

R Y

S C

H O

O L

S R

O O

M M

O D

R S

-5

N O

R T

H C

K A

M A

S S

C H

O O

L D

BID SET

04/17/2023 22027

D A

V E

N U

E H

A P

P Y

V A

Y , O

R E

G O

E0.1 SYMBOL LIST AND GENERAL NOTES - ELECTRICAL

E1.0 SITE PLAN -…

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 Apr 3, 2024.