SSNERR Comms Conduit Dwgs_Spec_Rev1_20250709.pdf

PDF 4 MB Posted Jun 26, 2025

Attached to: Communication Conduit Installation
Solicitation number: S-14100-00014230
Issued by: Coos County, Cheshire CDP, Oregon

About this file

Written by GovTribe AI · Jul 21, 2025

The provided documents are engineering design plans and specifications for a Communication Conduit Installation project by the Oregon Department of State Lands for the South Slough National Estuarine Research Reserve located in Charleston, Oregon. The project involves installing a fiber optic internet service infrastructure, which includes 4" and 2" HDPE conduits, pull boxes, utility vaults, and wall penetrations. The project is divided into phases, with Phase I focusing on fiber optic line installation from existing communication lines to planned pull box locations, and Phase II to be completed at a later date. The design documents, prepared by Civil West Engineering Services, Inc. in May 2025, provide detailed technical specifications, site plans, utility vault details, and wall penetration instructions for the communication infrastructure implementation.

The project scope includes precise technical requirements such as horizontal directional drilling, conduit installation at specific offsets from existing pavement, and building penetration methods. The documents specify installation of conduit runs totaling approximately 1050 linear feet, with pull boxes positioned at elevations ranging from 330.5' to 375'. The project aims to provide reliable internet service to the South Slough Visitor Center, with careful consideration for existing site conditions, including existing communication and power lines. While specific budget details are not explicitly outlined in the provided documents, the comprehensive design suggests a methodical approach to infrastructure improvement that prioritizes technical precision and minimal site disruption. The project appears to be funded through the Oregon Department of State Lands and is scheduled for implementation in the latter part of 2025.

View the file

Other files

File	Type	Posted
Attach B Drawings and Sheet Specs.pdf	PDF	Jun 26, 2025
RFQ Communication Conduit Installation.pdf	PDF	Jun 26, 2025
Comms Conduit Pre Bid QandA.pdf	PDF	Jun 26, 2025
Attach C Bid Form~1.xlsx	XLSX spreadsheet	Jun 26, 2025
Attach A South Slough IDP_VC Entrance Project.pdf	PDF	Jun 26, 2025
Comms Conduit Install Bid Form_Rev 1.xlsx	XLSX spreadsheet	Jun 26, 2025
RFP Walkin Cooler.doc	DOC document	Jun 26, 2025

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C R

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LOCATION MAP

PORTLAND

SALEM

EUGENE

COOS BAY

LONGVIEW

THE DALLES

PENDLETON

BEND

BURNS

KLAMATH FALLSMEDFORDBROOKINGS

CRESCENT CITY

ROSEBURG

SEAL ROCK

SPRINGFIELD

CORVALLIS

ONTARIO

GRANTS PASS

OREGON

NEVADA

WASHINGTON

P A C

O C E A N

LA GRANDE

BURNS

JUNCTION

CALIFORNIA

ASHLAND

TILLAMOOK

SEASIDE

LINCOLN CITY

NEWPORT

MYRTLE POINT

FLORENCE

BANDON

PORT ORFORD

GOLD BEACH

EAGLE POINT

ADAIR VILLAGE

PROJECT

LOCATION

CONTACT INFORMATION

OREGON DEPARTMENT OF STATE LANDS

CONTACT:

TITLE:

EMAIL:

PHONE:

OWNER

JULIANA RUBLE

PROJECT MANAGER

JULIANA.A.RUBLE@DSL.OREGON.GOV

971-493-2898

CIVIL WEST ENGINEERING SERVICES, INC.

CONTACT:

TITLE:

EMAIL:

PHONE:

ENGINEER

WILL DAWSON

PRINCIPAL

WDAWSON@CIVILWEST.NET

541-266-8601

PROJECT LOCATION

SITE VICINITY MAP

NOT TO SCALE

G1 COVER

G2 LEGEND AND ABBREVIATIONS

G3 NOTES

C1 FIBER OPTIC INSTALLATION

C2 FIBER OPTIC INSTALLATION

D1 DETAILS

SHEET INDEX

PROJECT NUMBER: 2204-372

MAY 2025

SOUTH SLOUGH ENTRANCE AND

ROADWAY IMPROVEMENTS

OREGON DEPARTMENT OF

STATE LANDS

SOUTH SLOUGH NATIONAL ESTUARINE

RESEARCH RESERVE

AutoCAD SHX Text

COVER

AutoCAD SHX Text 99W

AutoCAD SHX Text

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A ________________________________

AC ASPHALTIC CONCRETE

A/C AIR CONDITIONING

ADWF AVERAGE DRY WEATHER FLOW

AG AGITATOR

AMD AIR MONITORING DEVICE

ANC ANCHOR

AUX AUXILARY

B_________________________________

BAC BACTERIOLOGICAL

BC BEGINNING OF CURVE

BCR BEGINNING OF CURVE RETURN

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BLDG BUILDING

BO BLOW OFF

BOD BIOCHEMICAL OXYGEN DEMAND

BOW BACK OF WALK

C_________________________________

CAB DIRECT BURIAL CABLE

CAF COMBUSTION AIR FAN

CC COOLING COIL

C:C CENTER TO CENTER

CCP CONCRETE CYLINDER PIPE

CCSPCONCRETE LINED AND COATED STEEL PIPE

CDS CONDENSATE

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CJ CONSTRUCTION JOINT

CFM CUBIC FEET PER MINUTE

CFR CODE OF FEDERAL REGULATIONS

CIRC CIRCUMFERENCE

CL CENTERLINE

CLR CLEARANCE

CL2 CHLORINE

CCR CLEAR CONCRETE COVER

CMC CEMENT MORTAR COATED

CML CEMENT MORTAR LINED

CMP CORRUGATED MEDAL PIPE

CMU CONCRETE MASONARY UNIT

CNTL CONTROL

CO2 CARBON DIOXIDE

COD CHEMICAL OXYGEN DEMAND

CLF COOLING AIR FAN

CONC CONCRETE

CO CLEAN OUT

CONC CONCRETE

CONTCONTINUED

CPVC CHLORINATED POLYVINYL CHLORIDE

CREJ CORRUGATED RUBBER EXPANSION JOINT

CS CURED SLUDGE

CTR CONTRACTOR, CENTER

CU CONTROL UNIT

D_________________________________

DE DENSITY METER

DF DRINKING FOUNTAIN

DIA DIAMETER

DM DAMPER MOTOR

DO DISSOLVED OXYGEN

DP DEEP

DR DRAIN ROCK

DS DECANT SLUDGE

D/S DOWN SPOUT

DT DRAIN TRAP

DWF DRY WEATHER FLOW

DWL DOWEL

E_________________________________

E EAST

EC END OF CURVE

EE EACH END

EF EACH FACE

EFF EFFLUENT

EJ EXPANSION JOINT

EL ELEVATION

ELB ELBOW

EMBD EMBEDDED

EP ENCLOSURE PANEL

EVP EVAPORATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWEFEACH WAH EACH FACE

EX EXISTING

EXH EXHAUST

F_________________________________

F FAHRENHEIT

FB FLAT BAR

FCO FLOOR CLEAN OUT

FCR FINE CRUSHED ROCK

FF FINISHED FLOOR, FAR FACE

F:F FACE TO FACE

FH FIRE HYDRANT

FIN FINISHED

FL FLOWLINE

FLG FLANGE

FLM FLOW METER

FLP FLUID POWER UNIT

FLR FLOOR

FM FORCE MAIN

FMH FLEXIBLE METAL HOSE

FPC FLEXIBLE PIPE COUPLING

FRP FIBERGLASS REINFORCED PLASTIC

FS FAR SIDE

FLS FLOW SWTICH

FT FOOT

FTG FOOTING

G_________________________________

GDR GRINDER

GL GUTTER LINE

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRT GROUT

GSP GALVANIZED STEEL PIPE

GT GATE

H_________________________________

H/A HAND AUTO

HB HOUSE BIB

HOA HAND-OFF-AUTO

HOR HORIZONTAL

HP HORSEPOWER

HR HANDRAIL

HV HOSE VALVE

HVACHEATING, VENTILATION, AND AIR

CONDITIONING

H2E HOOK TO ENDS

I_________________________________

ICR INCINERATOR

IE INVERT ELEVATION

IF INSIDE FACE

INF INFLUENT

INTER INTERMEDIATE

INV INVERT

IT INSTRUMENT TAP

K_________________________________

K KIP (1000 POUNDS)

L_________________________________

LAT LATERAL

LPF LIQUID POLYMER FEEDER

LSS LIME STABALIZED SLUDGE

LVA LOW VELOCITY ANCHOR

M_________________________________

MACS MANUAL AUTO-CONTROL STATION

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MCS MANUAL CONTROL STATION

MFRD MANUFACTURED

MGD MILLION GALLONS PER DAY

MG/L MILLIGRAMS PER LITRE

MIN MINIMUM, MINUTE

MJ MECHANICAL JOINT

MLLW MEAN LOWER LOW WATER

MLSS MIXED LIQUOR SUSPENDED SOLIDS

M.O. MASONRY OPENING

N_________________________________

N NORTH

NA NONAUTOMATIC

NACHSODIUM HYDROXIDE

NEG NEGATIVE

NF NONFUSED

NIC NOT IN CONTRACT

NIS NOT IN SERVICE

NOX NITRATES AND NITRITES

NPSH NET POSITIVE SUCTION HEAD

NPT NATIONAL PIPE THREAD

NPW NON POTABLE WATER

NS NEAR SIDE

NTS NOT TO SCALE

O_________________________________

OC ON CENTER

OF OUTSIDE FACE

O.FO.I. OWNER FURNISHED-OWNER INSTALLED

OIS OPERATOR INTERFACE SYSTEM

OL OVERLOAD

ORF ODOR REMOVAL FILTER

ORT ODOR REDUCTION TOWER

OS OPEN SHELVING

OSC ODOR SCRUBBER

P_________________________________

P PUMP

PC PIPE COUPLING

PCC PLANT CONTROL CENTER

PCP PLAIN CONCRETE PIPE

PD PUMPED DRAIN

PE PLAIN END

P/E PNEUMATIC/ELECTRIC

PIVC POINT OF INTERSECTION ON VERTICAL CURVE

PL PROPERTY LINE

PLC PROGRAMMABLE LOGIC CONTROLLER

PLYWD PLYWOOD

POL POLYMER

POP PNEUMATIC OPERATOR

PP POWER POLE

PPD POUNDS PER DAY

PRES PRESSURE

PRL PARALLEL

PRV PRESSURE REDUCING VALVE

PRS PRESSURE REDUCING STATION

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAGE

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

PVT PAVEMENT

PW POTABLE WATER

PWWF PEAK WET WEATHER FLOW

Q_________________________________

Q RATE OF FLOW

QCPLG QUICK COUPLING

R_________________________________

R RADIUS

RCR RECORDER

REC RECEIVER

RECDRECEIVED

RED REDUCER

REG REGULATOR

REINF REINFORCEMENT

RGS RIGID GALVANIZED STEEL

RL REDUCED LEVEL

ROW RIGHT OF WAY

REQ'D REQUIRED

RPM REVOLUTIONS PER MINUTE

RS RAW SEWAGE

RT RIGHT

RTU REINFORCED THERMOSET PLASTIC

RV RELIEF VALVE

RWL RAINWATER LEADER

R/W REINFORCED WITH

S _________________________________

S SOUTH

SA CAUSTIC SODA ASH

SCH SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MAN HOLE

SE SEWER EFFLUENT

SEL SELECTOR

SG SLUICE GATE

SIM SIMILAR

SL SLOPE

SN SUPERNATENT

SP STATIC PRESSURE

SPEC SPECIFICATION

SPG SPACING

SO2 SULFER DIOXIDE

SPRT SUPPORT

SR SPEED REDUCER

SS STAINLESS STEEL

SSMH SANITARY SEWER MANHOLE

STA STATION

STD STANDARD

STM STEAM

SUB SUBSTITUTE

SVC SERVICE

SWB SWITCHBOARD

SYM SYMMETRICAL

T _________________________________

TD TANK DRAIN

TDH TOTAL DYNAMIC HEAD

THK THICK

TOA TEST-OFF-AUTO

TOB TOP OF BANK

TOC TOP OF CURB

TOCN TOP OF ORGANIC CARBON

TOCR TOP OF CONCRETE

TOW TOP OF WALL

TP TANGENT POINT

TPG TOPPING

TPLX TRIPLEXED

TSS TOTAL SUSPENDED SOLIDS

TYP TYPICAL

U_________________________________

UL ULTIMATE LOAD

UN UNION

UNO UNLESS NOTED OTHERWISE

UP UTILITY POLE

US UTILITY STATION

UV ULTRAVIOLET

V_________________________________

V VOLT

VAR VARIABLE

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VP VAPER PRESSURE

VSC VARIABLE SPEED COUPLING

VTR VENT THROUGH ROOF

W_________________________________

W WEST, WITH

WAT POTABLE WATER

W/O WITHOUT

WC WATER COLUMN

WF WIDE FLANGE

WG WASTE GAS

WM WATER METER

WS WATER SURFACE

WSE WATER SURFACE ELEVATION

WSTP WATERSTOP

WT WATERTIGHT

WWF WELDED WIRE FABRIC, WET WEATHER FLOW

X_________________________________

XLP CROSSED LINKED POLYTHYLENE

XP EXPLOSION PROOF

Y_________________________________

YCO YARD CLEANOUT

SYMBOL LEGEND

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

CATCH BASIN

WATER VALVE

WATER METER

FIRE HYDRANT

CLEANOUT

POWER POLE

GUY ANCHOR

POWER PEDESTAL

TELEPHONE PEDESTAL

SURVEY MARKER

TEE/CROSS FITTING

ELBOW FITTING

REDUCER FITTING

MECHANICAL JOINT ADAPTER

LINETYPE LEGEND

WATER LINE

STORM DRAIN

SANITARY SEWER

ELECTRICAL

OVER HEAD LINE

TELEPHONE LINE

GAS LINE

TREELINE

EDGE OF PAVEMENT

RIGHT OF WAY

MAJOR CONTOURS

MINOR CONTOURS

FENCELINE

HATCH LEGEND

CONCRETE

PAVEMENT

NATURAL GROUND

WETLANDS

BUILDING

GRANULAR MATERIALS

(CRUSHED ROCK,

GRAVEL, ETC.)

SYMBOL LEGEND

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

CATCH BASIN

WATER VALVE

WATER METER

FIRE HYDRANT

CLEANOUT

POWER POLE

GUY ANCHOR

POWER PEDESTAL

TELEPHONE PEDESTAL

TEE/CROSS FITTING

LINETYPE LEGEND

WATER LINE

STORM DRAIN

SANITARY SEWER

ELECTRICAL

OVER HEAD LINE

TELEPHONE LINE

GAS LINE

MAJOR CONTOURS

MINOR CONTOURS

DEMO

HATCH LEGEND

CONCRETE

PAVEMENT

GRANULAR MATERIALS

(CRUSHED ROCK,

GRAVEL, ETC.)

GRADING LEGEND

EXISTING FEATURE LEGEND NEW FEATURE LEGEND

T E

LAT

ELBOW FITTING

REDUCER FITTING

MECHANICAL JOINT ADAPTER

MAILBOX

AIR RELEASE VALVE

BLOW OFF VALVE

ANCHOR WALL

SERVICE LATERAL CROSSING

TELEPHONE CROSSING

POWER CROSSING

WATERLINE CROSSING

SANITARY SEWER CROSSING

STORM DRAIN CROSSING

TREE/SHRUB

SIGN

MAIL BOX

AIR RELEASE VALVE

BLOW OFF VALVE

SERVICE LATERAL CROSSING

TELEPHONE CROSSING

POWER CROSSING

WATERLINE CROSSING

SANITARY SEWER CROSSING

STORM DRAIN CROSSING

TREE/SHRUB

SIGN

TEL

ELE

WTR

W wv

T E

LAT

TEL

ELE

WTR

CUT OR FILL SLOPE-ARROWS

POINT DOWN SLOPE

GRADING SLOPE:

2 HORIZONTAL: 1 VERTICAL

FINISH GRADE

SPOT ELEVATION 210.0

GRADING LEGEND

210.0

EXISTING GRADE

SPOT ELEVATION

2:1

AutoCAD SHX Text

LEGEND AND ABBREVIATIONS

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

C R

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OREGON

0SEAN D A L LOYD

RENEWS: 12/31/26

REG

I STERED PROFESS I ONAL

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GENERAL NOTES: HDD NOTES:

1. THE CONTRACTOR SHALL CONTACT 'ONE

CALL' FOR UTILITY LOCATES PRIOR TO

EXCAVATION. (1-800-332-2344)

2. CIVIL WEST ENGINEERING MAKES NO

REPRESENTATION OF THE EXISTENCE

OR NON-EXISTENCE OF UTILITIES. IT IS

THE RESPONSIBILITY OF THE

CONTRACTOR TO COMPLY WITH THE

PROVISIONS OF ORS 757.541 TO 757.571,

WHICH REQUIRES THE CONTRACTOR TO

NOTIFY UTILITIES AT LEAST 48 HOURS

BUT NO MORE THAN 10 BUSINESS DAYS

PRIOR TO ANY EXCAVATION. THE

CONTRACTOR WILL BE RESPONSIBLE

FOR ANY DAMAGE RESULTING FROM THE

DISRUPTION OF SERVICE CAUSED BY

CONSTRUCTION ACTIVITIES.

3. THE LOCATION AND DEPTH OF EXISTING

SITE FEATURES SHOWN ON THESE

DRAWINGS ARE APPROXIMATE ONLY.

4. TREES, BUSHES, AND SHRUBS MAY NOT

BE SPECIFICALLY OR INDIVIDUALLY

INDICATED ON THE DRAWINGS BUT MAY

EXIST WITHIN THE CONSTRUCTION

CORRIDOR.

5. ALL MATERIALS AND WORKMANSHIP

SHALL CONFORM TO THE LATEST

EDITION OF THE OREGON STANDARD

SPECIFICATIONS (OSS), THE AMERICAN

PUBLIC WORKS ASSOCIATION (APWA), AS

WELL AS THE PROJECT DESIGN

SPECIFICATIONS AND DRAWINGS. THESE

DRAWINGS SHALL BE COORDINATED

AND USED IN CONJUNCTION WITH THE

TECHNICAL SPECIFICATIONS AND

APPROVED SUBMITTALS.

6. ALL WORK SHALL BE COMPLETED IN

ACCORDANCE TO THE OREGON FOREST

PRACTICES ACT, AS APPLICABLE.

7. THE CONTRACTOR SHALL OBTAIN OR

VERIFY THAT REQUIRED PERMITS (ODFW

& OTHERS) ARE IN PLACE OR OBTAIN

PERMITS PRIOR TO STARTING

CONSTRUCTIONS, AND SHALL CALL FOR

INSPECTIONS IN ACCORDANCE WITH

SAID PERMITS AS REQUIRED BY THE

PERMITS.

8. THE CONTRACTOR AND/OR

SUB-CONTRACTOR SHALL HAVE A

MINIMUM OF ONE (1) SET OF APPROVED

CONSTRUCTION PLANS ON THE JOB AT

ALL TIMES DURING CONSTRUCTION

PHASES.

9. THE DRAWINGS ARE INTENDED TO SHOW

THE GENERAL CHARACTER AND EXTENT

OF THE PROJECT AND ARE NOT

INTENDED TO SHOW ALL DETAILS OF

THE WORK. USE DETAILS MARKED

"TYPICAL" WHEREVER THEY APPLY.

10.THE CONTRACTOR IS RESPONSIBLE

FOR COORDINATING DETAILS AND

ACCURACY OF THE WORK, FOR

CONFIRMING AND CORRELATING ALL

QUANTITIES AND DIMENSIONS, FOR

SELECTING FABRICATION PROCESSES,

FOR TECHNIQUES OF ASSEMBLY, AND

FOR PERFORMING WORK IN A SAFE AND

SECURE MANNER. CONTRACTOR SHALL

COORDINATE ANY REQUIRED

INSPECTIONS.

11.CONTRACTOR SHALL PROVIDE

REASONABLE ACCESS DURING THE

PROJECT CONSTRUCTION, AND

COORDINATE WITH EXISTING

TENANTS/ADJACENT OWNER'S IN

RELATION TO SUCH ACCESS, AS CAN

SAFELY BE ALLOWED. WORK SHALL

GENERALLY BE SCHEDULED TO PROVIDE

ACCESS TO TENANTS AND CUSTOMERS

AS MUCH AS REASONABLY ALLOWED

DURING NORMAL BUSINESS HOURS.

CONTRACTOR SHALL COORDINATE AND

FACILITATE ACCESS FOR OTHER

TRADES, UTILITIES AND REGULATING

AGENCIES. ACCESS FOR VISITORS AND

BUSES MUST BE MAINTAINED AT ALL

TIMES.

12.IN CASE OF DISCREPANCIES BETWEEN

THE GENERAL NOTES, SPECIFICATIONS

PLAN/DETAILS, OR REFERENCE

STANDARDS, THE ENGINEER SHALL

DETERMINE WHICH SHALL GOVERN.

DISCREPANCIES SHALL BE BROUGHT TO

THE ATTENTION OF THE ENGINEER

BEFORE PROCEEDING WITH THE WORK.

13.THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS AT THE

SITE. CONFLICTS BETWEEN THE

DRAWING AND ACTUAL SITE CONDITIONS

SHALL BE BROUGHT TO THE ATTENTION

OF THE ENGINEER BEFORE PROCEEDING

WITH THE WORK.

14.ALTERNATE PRODUCTS OF SIMILAR

STRENGTH, NATURE AND FORM FOR

SPECIFIED ITEMS MAY BE SUBMITTED

WITH ADEQUATE TECHNICAL

DOCUMENTATION TO THE ENGINEER

FOR REVIEW. ALTERNATE MATERIALS

THAT ARE SUBMITTED WITHOUT

ADEQUATE TECHNICAL DOCUMENTATION

OR THAT SIGNIFICANTLY DEVIATE FROM

THE DESIGN INTENT OF MATERIALS

SPECIFIED MAY BE RETURNED WITHOUT

REVIEW. ALTERNATES THAT REQUIRE

SUBSTANTIAL EFFORT TO REVIEW WILL

NOT BE REVIEWED UNLESS AUTHORIZED

BY THE OWNER.

15.MATERIALS MARKED FOR REMOVAL

SHALL BE HAULED OFF SITE AND

DISPOSED OF. THE CONTRACTOR SHALL

OBTAIN THE DISPOSAL SITE LOCATION(S)

WITH THE STATE.

16.DO NOT SCALE DRAWINGS.

17.THE CONTRACTOR IS RESPONSIBLE

FOR THE MEANS AND METHODS OF

CONSTRUCTION AND ALL JOB RELATED

SAFETY STANDARDS SUCH AS OSHA AND

DOSH (DEPARTMENT OF OCCUPATIONAL

SAFETY AND HEALTH). CONTRACTOR IS

RESPONSIBLE TO ADHERE TO OSHA

REGULATIONS.

18.EXCAVATIONS SHOULD OCCUR DURING

DRY WEATHER. IF EXCAVATED SLOPES

ARE TO BE EXPOSED TO RAIN EVENTS

OR GROUND WATER IS ENCOUNTERED,

CONTRACTOR SHALL STOP WORK AND

CONTACT ENGINEER FOR DIRECTION.

19.THE CONTRACTOR IS RESPONSIBLE

FOR THE STRENGTH AND STABILITY OF

THE EARTHWORK DURING

CONSTRUCTION AND SHALL PROVIDE

TEMPORARY SHORING, BRACING AND

OTHER ELEMENTS REQUIRED TO

MAINTAIN STABILITY UNTIL THE SITE

GRADING IS COMPLETE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO BE

FAMILIAR WITH THE WORK REQUIRED IN

THE CONSTRUCTION DOCUMENTS AND

REQUIREMENTS FOR EXECUTING IT

PROPERLY.

20.IT IS RECOMMENDED THAT A

PROFESSIONAL ENGINEER BE PRESENT

TO OBSERVE CUT/FILL OPERATIONS,

AND TO PROVIDE EVALUATION OF SOILS

ENCOUNTERED DURING EXCAVATION.

21.INSTALL EROSION & SEDIMENT

CONTROL BEST MANAGEMENT

PRACTICES PRIOR TO COMMENCING ANY

EXCAVATION OR EROSIVE ACTIVITIES.

REFER TO ODOT STANDARD DETAILS

6000-6017 AND SHEET D1 FOR EROSION

AND SEDIMENT CONTROL DETAILS.

22.NATIVE MATERIALS, STOCKPILES, AND

WASTE MATERIALS AT THE SITE SHALL

BE SLOPED FOR DRAINAGE AND

STABILITY. ALL EXPOSED EXCAVATION

AREAS AND WASTE MATERIALS SHALL BE

GRASS SEEDED, FERTILIZED, AND

COVERED WITH STOCKPILED TOPSOIL

ACCORDING TO THE DETAILS ON SHEET

D1.

23.THE CONTRACTOR SHALL REPLACE

AND RESTORE AREAS NOT SCHEDULED

FOR CONSTRUCTION TO THEIR ORIGINAL

CONDITION AND TO THE APPROVAL OF

THE OWNER'S REPRESENTATIVE. GRASS

SEED AND STOCKPILED TOPSOIL SHALL

BE APPLIED TO ALL DISTURBED &

EXPOSED AREAS. EXPOSED CUT AND

FILL SLOPES TO BE SEEDED AND

PROTECTED WITH STOCKPILED TOPSOIL.

24.CONTRACTOR SHALL FURNISH AND

INSTALL EQUIPMENT TO HAUL AND

PLACE WATER DURING SOIL DISPOSAL

EMBANKMENT CONSTRUCTION. AN

ADEQUATE SUPPLY OF WATER SHALL BE

MAINTAINED AT ALL TIMES.

25.DUST SHALL BE MINIMIZED TO THE

MAXIMUM EXTENT PRACTICABLE,

UTILIZING ALL MEASURES NECESSARY.

26.OIL SPILL RESPONSE MATERIALS SHALL

BE ON SITE BEFORE THE WORK BEGINS.

27.ELEVATIONS ARE IN LOCAL DATUM.

28.CONTOUR LINES ARE APPROXIMATE

AND BASED ON BEST AVAILABLE

INFORMATION. CONTRACTOR SHALL

OBTAIN WRITTEN PERMISSION FROM

PRIVATE LAND OWNERS PRIOR TO

ENTERING PRIVATE PROPERTY.

29.THE CONTRACTOR SHALL CAREFULLY

MAINTAIN BENCHMARKS, PROPERTY

CORNERS, MONUMENTS, AND OTHER

REFERENCE POINTS. IF SUCH POINTS

ARE DISTURBED OR DESTROYED BY THE

CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL NOTIFY THE

ENGINEER AND PAY FOR THEIR

REPLACEMENT BY EMPLOYING A

PROFESSIONAL LAND SURVEYOR TO

RESET PROPERTY CORNERS AND OTHER

SUCH MONUMENTS.

30.CONTRACTOR IS RESPONSIBLE FOR

PRESERVATION AND/OR PERPETUATION

OF ALL EXISTING SURVEY MONUMENTS

AND SURVEY CONTROL POINTS AT NO

COST TO THE OWNER. CONTRACTOR

SHALL PROVIDE A MINIMUM OF 10

WORKING DAYS' NOTICE TO ENGINEER

PRIOR TO DISTURBANCE OR REMOVAL

OF EXISTING MONUMENTS.

31.ALL PERMANENTLY INSTALLED

MATERIALS MUST BE SOURCED IN

ACCORDANCE WITH THE BUILD AMERICA

BUY AMERICA ACT (BABA) AND BUY

AMERICA

N O

AutoCAD SHX Text

NOTES

10+00

11+00

12+00

13+00 13+26

50+00

52+00

52+48

C R

O N

D es ig ne d By

D ra w n By

C he ck ed B y:

D at e Sh ee t N o.

Pr oj ec t N o:

C oo s Ba y, O re go n

E St re et w w w .c iv ilw es t.c om

E:7 /9

/2 5 F

E:S

:\2

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-3

S ta te o f O re go n

- S ou th

S lo ug h

En tra nc e an d

R oa dw ay

Im pr ov em en ts

D es ig n

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.d w g

EG I N

11, S

89522PE

OREGON

0SEAN D A L LOYD

RENEWS: 12/31/26

REG

I STERED PROFESS I ONAL

E N

G H

E N

C E

R O

O R

N D

O F

N D

-3

MAY 2025

R D

, C H

N , O

1 FIBER OPTIC INSTALLATION

M A

LIN

SEE SH

EET

INSTALL 4" HDPE CONDUIT

FOR FIBER LINE AT 5'

OFFSET FROM EXISTING

PAVEMENT (TYPICAL)

(INSTALLATION TO OCCUR

AS PART OF PHASE 1)

INSTALL PULLBOX FOR FIBER

LINE,

APPROX LID ELEVATION: 375'

SEE

PULL BOX DETAIL

EXISTING COMM AND POWER LINES

S R

APPROX 4'X8' BORE

PIT LOCATION

APPROX 4'X8' BORE

PIT LOCATION

INSTALL PULL BOX FOR

FIBER LINE,

APPROX LID ELEVATION: 345'

SEE

PULL BOX DETAIL

NEW UTILITY

VAULT, SEE UTILITY VAULT DETAIL

EXISTING 400a 120/240V

SERVICE APPROX 4'X8' BORE

PIT LOCATION

NOTE: ALL OTHER IMPROVEMENTS SHALL BE COMPLETED DURING PHASE II OF THE PROJECT

EXISTING

TELECOMMUNICATIONS

PEDESTAL

NEW UTILITY VAULT

EXTEND SERVICE

CONNECTION AS

SHOWN

COORDINATE WITH

ZIPLY FOR HIGH-SPEED

INTERNET CABLE.

OWNER TO PROVIDE 4"

HDPE CONDUIT PIPING

AND 4 PULL BOXES.

INSTALL 2" HDPE CONDUIT

FOR FIBER LINE FROM

PULL BOX TO FUTURE

GATE LOCATION

TERMINATE 2" HDPE CONDUIT

FOR SECONDARY FIBER RUN

IN PULL BOX

INSTALL 2" HDPE CONDUIT

FOR FIBER LINE FROM

PULL BOX TO NEW UTILITY

VAULT

O F

C O

N D

AutoCAD SHX Text

FIBER OPTIC INSTALLATION

AutoCAD SHX Text

%%U PLAN SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

E T

VISITOR CENTER

INSTALL PULLBOX FOR FIBER

LINE,

APPROX LID ELEVATION: 330.5'

SEE

C R

O N

D es ig ne d By

D ra w n By

C he ck ed B y:

D at e Sh ee t N o.

Pr oj ec t N o:

C oo s Ba y, O re go n

E St re et w w w .c iv ilw es t.c om

E:7 /9

/2 5 F

E:S

:\2

M is c

Pr iv at e

En gi ne er in g

W or k\

-3

S ta te o f O re go n

- S ou th

S lo ug h

En tra nc e an d

R oa dw ay

Im pr ov em en ts

D es ig n

Se rv ic es

.d w g

EG I N

11, S

89522PE

OREGON

0SEAN D A L LOYD

RENEWS: 12/31/26

REG

I STERED PROFESS I ONAL

E N

G H

E N

C E

R O

O R

N D

O F

N D

-3

MAY 2025

R D

, C H

N , O

1 FIBER OPTIC INSTALLATION

M A

PROVIDE NEW

INTERNET SERVICE

TO EX. BLDG

INSTALL 4" HDPE CONDUIT

FOR FIBER LINE

(INSTALLATION TO OCCUR

AS PART OF PHASE 1)

CONDUIT

BUILDING

PENETRATION

TO BE

INSTALLED

FROM

PULLBOX,

SEE

WALL PENETRATION DETAIL

EXISTING COMM AND POWER LINES

NOTE: ALL OTHER IMPROVEMENTS SHALL BE COMPLETED DURING PHASE II OF THE PROJECT

APPROX 4'X8' BORE

PIT LOCATION

PULL BOX DETAIL

APPROX 4'X8' BORE

PIT LOCATION

ITEM QUANTITY

4" HDPE CONDUIT 1026 LF

2" HDPE CONDUIT 376 LF

PULL BOXES 4

UTILITY VAULT 1

4'X8' BORING PIT 5

BUILDING

PENETRATION

USE TYPE LB CONDUIT BODY TO TRANSITION

BETWEEN EXTERIOR AND INTERIOR CONDUITS.

FIBER CABLE TO TERMINATE IN CEILING ABOVE

THE VISITOR CENTER CLASSROOM IN

WALL-MOUNT HOUSING

Q U

AutoCAD SHX Text

FIBER OPTIC INSTALLATION

AutoCAD SHX Text

%%U PLAN SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

C R

O N

D es ig ne d By

D ra w n By

C he ck ed B y:

D at e Sh ee t N o.

Pr oj ec t N o:

C oo s Ba y, O re go n

E St re et w w w .c iv ilw es t.c om

E:7 /9

/2 5 F

E:S

:\2

M is c

Pr iv at e

En gi ne er in g

W or k\

-3

S ta te o f O re go n

- S ou th

S lo ug h

En tra nc e an d

R oa dw ay

Im pr ov em en ts

D es ig n

Se rv ic es

.d w g

EG I N

11, S

89522PE

OREGON

0SEAN D A L LOYD

RENEWS: 12/31/26

REG

I STERED PROFESS I ONAL

E N

G H

U G

H E

D R

O R

N D

O F

N D

-2

MAY 2025

R D

, C H

N , O

PULL BOX DETAIL

SCALE: NTS

WALL PENETRATION DETAIL

SCALE: NTS

HOLE-DRILL CEDAR

SHINGLES AS NECESSARY

FOR INSTALLATION OF LB

CONDUIT

LB CONDUIT

CEDAR

SHINGLES

8" EXTERNAL

PLYWOOD

VAPOR

BARRIER

8" GYPSUM

BOARD

R19

FIBERGLASS

INSTALLATION

CONDUIT

ALL WEATHER SEALANT

WITH 18" BEAD APPLIED AT

INTERFACE OF SHINGLE

AND LB CONDUIT

DUCT SEAL

1/4" THICK

UTILITY VAULT DETAIL

SCALE: NTS

KNOCKOUT

FOR 4"

CONDUIT

LOCKING CAST IRON COVER

DETAILS

Cover

LEGEND AND ABBREVIATIONS

Notes

File details come from the government source that posted it. Updated Jul 21, 2025.