Final Drawings~2.pdf

PDF 24 MB Posted

Attached to
#223104 2022 Salem Downtown Streetscape
Solicitation number
S-KS0043-00004703
Issued by
Marion County, Oregon

About this file

The document provided appears to be a set of final drawings related to the "#223104 2022 Salem Downtown Streetscape" project, a state and local contract opportunity in Oregon. The project is located within the jurisdictions of Marion County and the City of Salem, with an estimated cost range of $1,127,000 to $1,378,000. The project details, such as specific product and service requirements, quantities, and timeline information, are not contained within the provided document.

The state and local contract opportunity appears to be for the completion of the 2022 Salem Downtown Streetscape project. No additional details are provided regarding pricing terms, set asides, incumbent contractors, funding requirements and sources, or any other salient information.

View the file

Other files

File Type Posted
Bid Register - PN 682083-3 11-15-22.pdf PDF
Notice of Intent to Award~1.pdf PDF
Addendum No. 1 - PN 682083-3~2.pdf PDF
Bid Tabulation~2.pdf PDF
Bid Tabulation~3.pdf PDF
Project Manual -Rebid 11-15-22.pdf PDF
223104 Zoom Link.pdf PDF
HE1114-22 - ITB - Ex1 - Sample Contract for Services.docx DOCX document

On GovTribe

Work with this file

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

Text version

P

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p s a l e m s t r e e t s c a p e h a i i s a l e m s t r e e t s c a a i S h e e t s

E

E l e c t r i c a l

S y m b o l

L e g e n d

A b b r e v i a t i o n s

A n d

G n e r a l

N o t e s d w g

E

E l e c t r i c a l

S y m b o l

L e g e

A b b r e v i a t i o

G n e r a l

N o t e s t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-01

ELECTRICAL

SYMBOL LEGEND,

ABBREVIATIONS,

AND GENERAL

NOTES

Electrical Abbreviations & Symbol Legend

Miscellaneous

JUNCTION BOX (ROUND, SQUARE, OCTAGONAL).

MOTOR / EXHAUST FAN.

UTILITY POLE.

WEATHERHEAD.

JJ J

Raceways

CONDUIT AND/OR CONDUCTORS INSTALLED ABOVE GRADE,

CONCEALED IN WALL OR CEILING SPACE.

CONDUIT TURNED DOWN.

CONDUIT AND/OR CONDUCTORS INSTALLED BELOW GRADE, BELOW

SLAB.

CONDUIT TURNED UP.

CONDUIT STUBBED AND CAPPED.

CONDUIT DIRECT CONNECTION TO EQUIPMENT.

FLEXIBLE CONNECTION TO EQUIPMENT.

CONDUIT / WIRING CONTINUATION.

HOMERUN TO PANELBOARD.

CABLE TRAY. SIZE AND TYPE AS INDICATED ON DRAWINGS.

Lighting

POST LUMINAIRE.

SITE LUMINAIRE POLE MOUNTED. NUMBER OF HEADS AS SHOWN.

Drawing Symbol Variables

3 THREE WAY SWITCH.

4 FOUR WAY SWITCH.

#J QUANTITY OF JACKS AND HORIZONTAL CABLES.

AV MOUNTED ADJACENT TO SMARTBOARD.

C MOUNTED HORIZONTALLY AT 4" ABOVE COUNTERTOP.

CL CLOCK.

DR DUAL RELAY.

E RED EMERGENCY SWITCH.

EL ELEVATOR RECALL.

LF LOW FREQUENCY.

LV LOW VOLTAGE SWITCH.

M MOTOR RATED TOGGLE SWITCH.

O INTEGRAL OCCUPANCY SENSOR.

P ADA PHONE, VERIFY HEIGHT WITH ARCHITECT / OWNER.

TK MOUNTED IN TOE KICK OF CASEWORK.

TV MOUNTED ADJACENT TO TV AT 60" AFF, UON.

V VANDAL RESISTANT.

WG WIREGUARD.

WP WEATHERPROOF SWITCH.

Abbreviations

A AMPERE

AC ALTERNATING CURRENT, AIR CONDITIONING UNIT

AHJ AUTHORITY HAVING JURISDICTION

AIC AVAILABLE INTERRUPTING CAPACITY

AF AMPERE FRAME / AMPERE FUSED

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ARMS ARC FLASH REDUCTION MAINTENANCE SYSTEM

AT AMPERE TRIP

AV AUDIO / VIDEO

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BFG BELOW FINISHED GRADE

BLDG BUILDING

C CONDUIT

CAT CATEGORY

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED, OWNER INSTALLED

CKT CIRCUIT

CPT CONTROL POWER TRANSFORMER

CR CONTROL RELAY

CU COPPER

dB DECIBAL

DC DIRECT CURRENT

DIM DIMENSION

DIV DIVISION

DTL DETAIL

DWG DRAWING

EL ELEVATION

EMT ELECTRICAL METALLIC TUBING

EOLR END OF LINE RESISTOR

ETR EXISTING DEVICE SHALL REMAIN

FACP FIRE ALARM CONTROL PANEL

FF FINISH FLOOR

FLA FULL LOAD AMPERES

FT FOOT, FEET

FBO FURNISHED BY OTHERS

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HH HAND HOLE

HP HORSEPOWER

ID IDENTIFICATION

IDC INITIATING DEVICE CIRCUIT

IDF INTERMEDIATE DISTRIBUTION FRAME

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

IG ISOLATED GROUND

IT INFORMATION TECHNOLOGY

JB JUNCTION BOX

KAIC THOUSAND AMPS INTERRUPTING CURRENT

KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT-AMPERE

KW KILOWATT

LAN LOCAL AREA NETWORK

LED LIGHT EMITTING DIODE

LS LIMIT SWITCH

LSI ELECTRONIC TRIP UNIT ADJUSTABLE LONG TIME DELAY,

SHORT TIME DELAY, INSTANTANEOUS TRIP

LSIG ELECTRONIC TRIP UNIT WITH ADJUSTABLE LONG TIME DELAY,

SHORT TIME DELAY, INSTANTANEOUS TRIP, AND GROUND

FAULT

LTG LIGHTING

LV LOW VOLTAGE

MCA MINIMUM CIRCUIT AMPACITY

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTOR

MDF MAIN DISTRIBUTION FRAME

MHz MEGAHERTZ

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

N NEUTRAL

NAC NOTIFICATION APPLIANCE CIRCUIT

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NEX REPLACE EXISTING WIRING DEVICE AND FACEPLATE WITH

NEW. BACK BOX AND CONDUIT SHALL REMAIN.

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

Ø PHASE

PB PULL BOX, PANIC BUTTON, PUSH BUTTON

PE PHOTE EYE

PNL PANEL

POE POWER OVER ETHERNET

PTZ PAN, TILT, ZOOM

RD LOCATION OF RELOCATED DEVICE / EQUIPMENT

REC RECEPTACLE

REX REMOVE EXISTING DEVICE / EQUIPMENT

RF RADIO FREQUENCY

RFI REQUEST FOR INFORMATION

RR REMOVE AND RELOCATE EXISTING DEVICE / EQUIPMENT

SPD SURGE PROTECTION DEVICE

STD STANDARD

SW SWITCH

T/M THERMAL MAGNETIC CIRCUIT BREAKER

TBD TO BE DETERMINED

TV TELEVISION / MONITOR OUTLET

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

TYP TYPICAL

UH UNIT HEATER

UG UNDERGROUND

UL UNDERWRITERS LABORATORIES

UPS UNINTERRUPTIBLE POWER SUPPLY

UON UNLESS OTHERWISE NOTED

USB UNIVERSAL SERIAL BUS

V VOLTS, VOLTAGE

VA VOLT-AMPERE

VFD VARIABLE FREQUENCY DRIVE

W WATT, WIRE

WAN WIDE AREA NETWORK

WAP WIRELESS ACCESS POINT

WI-FI WIRELESS FIDELITY

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

Y WYE

+72 MOUNTING UNITS EXPRESSED IN INCHES TO CENTERLINE

ABOVE

FINISHED FLOOR OR GRADE.

1P ONE POLE

2P TWO POLE

3P THREE POLE

4P FOUR POLE

Annotation

CONDUIT & CONDUCTOR CALLOUT. REFER TO CONDUIT &

CONDUCTOR SCHEDULE.

KEYED NOTE CALLOUT. REFER TO CORRESPONDING SHEET

KEYNOTES.

XX

(E)

INDICATES EXISTING EQUIPMENT TO REMAIN.

(D)

INDICATES EXISTING EQUIPMENT TO BE DEMOLISHED.

(N)

INDICATES NEW EQUIPMENT.

XX

XX

KEYED NOTE CALLOUT. REFER TO CORRESPONDING SHEET

KEYNOTES.

KEYED NOTE CALLOUT. REFER TO CORRESPONDING SHEET

KEYNOTES.

MECHANICAL EQUIPMENT CALLOUT. REFER TO MECHANICAL

EQUIPMENT CONNECTION SCHEDULE.

XX-XX

X

EX.XX

DETAIL CALLOUT. REFER TO DETAIL AND SHEET AS INDICATED ON

CALLOUT.

FIXTURE MOUNTING CALLOUT. HEIGHT ABOVE FINISHED FLOOR

(A.F.F.)

XXXXX EQUIPMENT CALLOUT. REFER TO NEMA CONNECTION SCHEDULE.

X

EX.XX

SECTION CALLOUT. REFER TO DETAIL AND SHEET AS INDICATED ON

CALLOUT.

(RP)

INDICATES EXISTING EQUIPMENT TO BE REPLACED WITH NEW.

ELEVATION CALLOUT. REFER TO DETAIL AND SHEET AS INDICATED

ON CALLOUT.

EX.XX

(RR)/(RD)

INDICATES EXISTING EQUIPMENT OR DEVICE TO BE REMOVED AND

REINSTALLED.

XX'-XX"

PXXX

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s

E

E l e c t r i c a l

D e t a i l s d

E

E l e c t r i c a l

D e t a i l s t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-02

ELECTRICAL

DETAILS

1'-0" TYP.

12" MIN. 3/4" MINUS COMPACTED GRAVEL

UNDISTURBED EARTH

SEE IRRIGATION DRAWINGS FOR SIZE, LOCATION, AND QUANTITY

ELECTRICAL CONDUIT

(REFER TO DRAWINGS FOR SIZES)

FIBER CONDUIT

(REFER TO DRAWINGS FOR SIZES)

COMMUNICATIONS CONDUIT

(REFER TO DRAWINGS FOR SIZES)

WARNING TAPE

SCALE:

COMMON TRENCH DETAIL

NTS

FINISHED SIDEWALK

M

I N

B

E D

D I N

G

3" MIN. SEPERATION

PROVIDE CRUSHED ROCK, 1.0" MINUS.

REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION

6" COVER OF SCREENED GRANULAR

BACKFILL SHALL SURROUND CONDUITS

BACKFILL SHALL CONTAIN ONLY SOIL AND

ROCKS THAT WILL PASS THROUGH A

3/4" SIEVE. AND NO MORE THAN 15% OF

THE MATERIAL PASSES THROUGH A

NO. 200 MESH SIEVE

COMPACTED EARTH

M

I N

3" TYP.

SCALE:

BASE MOUNTED SERVICE CABINET WITH METER

NTSSCALE:

WITH 240 VOLT ILLUMINATION

NTS

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

(SEE PANEL SCHEDULES)

(SEE PANEL SCHEDULES)

(SEE PANEL SCHEDULES)

(SEE PANEL SCHEDULES)

(SEE PANEL SCHEDULES)

1. BRANCH CIRCUIT BREAKERS AND LIGHTING CONTACTORS SHOWN ON THIS DETAIL ARE TYPICAL. PROVIDE

NUMBER OF CIRCUIT BREAKERS AS SHOWN ON THE PANEL SCHEDULES. PROVIDE ONE CONTACTOR FOR

EACH BRANCH CIRCUIT.

PROVIDE HINGED COVER. THE

FRONT OF THE ENCLOSURE SHALL

OPEN UPWARDS.

PROVIDE HINGED COVER. THE

FRONT OF THE ENCLOSURE SHALL

OPEN UPWARDS.

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

LIGHTING CONTACTOR

(20A, 120V COIL, 1-P)

LIGHTING CONTACTOR

(20A, 120V COIL, 1-P)

LIGHTING CONTACTOR

(20A, 120V COIL, 1-P)

LIGHTING CONTACTOR

(20A, 120V COIL, 1-P)

LIGHTING CONTACTOR

(20A, 120V COIL, 1-P)

LIGHTING CONTACTOR

(20A, 120V COIL, 1-P)

TO

PHOTOELECTRIC

RELAY

(3 - NO. 12 AWG)

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

TO CONTROLLER

GREEN, 120V

WARNING LIGHT

TERMINATION BLOCK

FOR REMOTE

TERMINATION

YELLOW, 120V

WARNING LIGHT

N

N

15 AMP FUSED

DISCONNECT

120/240 VOLT

POWER SOURCE

N L2 L1

METER

MAIN BREAKER

(200A, 240V, 2-P)

CHANGEOVER SWITCH

48mm PANEL MOUNTING

TPDT 55A, 125/250V,

WITH CENTER "OFF",

60° SWITCHING

KRAUS & NAIMER

# C42 A212-600 E

SALZER # S440-61027-003M1,

ELEKTRA # E VN50-3U BF-FS

(OR EQUIVALENT)

MAIN BREAKER

(30A, 240V, 2-P)

FLANGED INLET, SINGLE, TWIST-LOCK

NEMA CONFIG. L14-30R, 125/250 VOLT,

30 AMP, 3 POLE, 4 WIRE GROUNDING.

BRYANT #71430MB; HUBBEL #HBL2715

OR LEVITON #2715.

(DO NOT SUBSTITUTE)

CIRCUIT BREAKER

(SEE PANEL SCHEDULES)

(SEE PANEL SCHEDULES)

TEST SWITCH

(15A, 120V, 1-P)

H

A

N

SERVICE CABINET

GY

LD2

LN2

LN1

LN1

SP

LD1

LDY

GX/LTB

LINE

OFF

GEN

X

G

Y

W

FINISHED

GRADE

CONCRETE

FOUNDATION

5/8" X 18"

ANCHOR BOLT

LEFT SIDE

COVERS IN PLACE - MOUNTED ON PAD

(OPTIONAL BBS SHOWN DASHED)

TOP VIEW

FOUNDATION AND

ANCHOR BOLT

LAYOUT

FRONT VIEW

CONDUIT SERVICE

3" MAXIMUM SIZE

PADLOCKABLE

POST

SLIDE OPENING

IN DOOR FOR

GENERATOR

CORD

GENERATOR

RECEPTICAL

(4 PRONG TYPE)

"BEST BRAND

CORE LOCK WITH

THREE POINT

LATCHING

MECHANISM

UNDERGROUND

TERMINATION

SECTION

(FLUSH MOUNT)

BREAKERS

INSIDE DOOR LATCH

MOUNTING PANEL

FOR CONTACTOR

TEST SWITCH

FINISHED

GRADE

LOAD

CONDUIT(S)

GROUND ROD

WITH GROUND CLAMP

LEFT SIDE

HOOD OPEN, COVER REMOVED

(OPTIONAL BBS SHOWN DASHED)

LANDING LUGS

#6-250MCM AL/CU

L I N

E L

O

SCALE:

STREET LIGHT DETAILS

NTS

BASE FLANGE ALLOY 356-T6 WITH BOLT

COVERS AND STAINLESS STEEL HEX HEAD SCREWS

11 1/4" SQUARE

8" O.D.

REINFORCED HANDHOLE (4" X 6") WITH

COVER AND STAINLESS TEEL HEX HEAD SCREWS

HANDHOLE FRAME TAPPED 3/8" - 16NC

FOR GROUNDING.

TAPERED ALUMINUM TUBE .188" WALL ALLOY

6063-T6 STAIN GROUND FINISH.

4 1/2" O.D.

POLE CAP WITH STAINLESS STEEL SCREWS

EXTRUDED ALUMINUM POLE PLATE ALLOY

6063-T6 WITH 1/2"-13NC STAINLESS STEEL HARDWARE

WIRE HOLE WITH 1" I.D. RUBBER GROMMET

2 1/2" X 5 1/8" ELLIPTICAL SECTION

TAPERED ALUMINUM TUBE

(4" O.D.) .125" WALL ALLOY 6063-T6

2" NPS SLIPFITTER

8"

6'-0"

R I S

E

ARM MEMBER

EXTRUDED ALUMINUM POLE PLATE

ALLOY 6063-T6 WITH 1/2"-13NC

STAINLESS STEEL HARDWARE (AISI TYPE 304)

A A

SCALE:

VIEW A-A

NTS

GENERAL SHEET NOTES

1. STREET AND PEDESTRIAN POLE SHALL BE

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED.

POST FLOWER HANGER SEE CITY OF SALEM

STANDARD DETAIL NO. 706

P

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s

E

E l e c t r i c a l

D e t a i l s d

E

E l e c t r i c a l

D e t a i l s t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-03

ELECTRICAL

DETAILS

DRILL AND TAP CONDUIT NIPPLE 3/4"

SURFACE BELL BOX WITH WP COVER

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s

E

L u m i n a i r a

C o n d u i t n d u c t o r

S c h e d u l e s d

E

L u m i n a i r n d u i n d u c t o r

S c h e d u l e s t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-04

LUMINAIRE AND

CONDUIT &

CONDUCTOR

SCHEDULES

GENERAL SHEET NOTES

1. LUMINAIRES AND POLES SHALL BE CONTRACTOR

FURNISHED AND INSTALLED.

WEST COMMERCIAL STREET CONDUIT / CONDUCTOR SCHEDULE

CONDUIT ID

NO.

CONDUIT CONDUCTORS PER CONDUIT

FROM TO DESCRIPTION NOTES

QUANTITY SIZE UNGROUNDED GROUNDED GROUNDING CABLE SPARE

P101 2 3.0 INCH

1 - #6

1 - #6

1 - #4

1 - #6

1 - #6

1 - #4

1 - #4 - - EXISTING JUNCTION BOX

NEW STREET LIGHTING

SOUTHWEST COMMERCIAL ST RECEPTACLE

NORTHWEST COMMERCIAL ST RECEPTACLE

CIRCUIT #14

CIRCUIT #16

CIRCUIT #18

P102 1 3.0 INCH - - - - -

NEW LIGHTING JUNCTION BOX

(COURT & WEST COMMERCIAL STREET)

NEW LIGHTING JUNCTION BOX

(WEST COMMERCIAL & CHEMEKETA STREET)

NOTES:

[1] ONE CONDUIT SHALL BE USED FOR BRANCH CIRCUIT WIRING. ONE CONDUIT SHALL BE SPARE FOR FUTURE. PROVIDE PULL STRING.

EAST COMMERCIAL STREET CONDUIT / CONDUCTOR SCHEDULE

CONDUIT ID

NO.

CONDUIT CONDUCTORS PER CONDUIT

FROM TO DESCRIPTION NOTES

QUANTITY SIZE UNGROUNDED GROUNDED GROUNDING CABLE SPARE

P200 1 2.0 INCH

1 - #6

1 - #10

1 - #10

1 - #10

1 - #6

1 - #10

1 - #10

1 - #10

1 - #6 - -

NEW POWER CABINET

(COURT & NORTHEAST COMMERCIAL STREET)

EXISTING TRAFFIC SIGNAL CABINET

CIRCUIT #4

CIRCUIT #6

CIRCUIT #10

CIRCUIT #14

1,2,4

P201 1 2.0 INCH - - - - -

NEW SIGNAL JUNCTION BOX

(COURT & NORTHEAST COMMERCIAL STREET)

NEW STREET LIGHTING JUNCTION BOX

(COURT & NORTHEAST COMMERCIAL STREET)

P202 2 3.0 INCH

1 - #8

1 - #8

1 - #6

1 - #8

1 - #8

1 - #6

1 - #6 - -

NEW POWER CABINET

(COURT & NORTHEAST COMMERCIAL STREET)

NEW STREET LIGHTING

SOUTHEAST COMMERCIAL ST RECEPTACLE

NORTHEAST COMMERCIAL ST RECEPTACLE

CIRCUIT #1

CIRCUIT #3

CIRCUIT #5

P203 1 3.0 INCH - - - - -

NEW LIGHTING JUNCTION BOX

(COURT & NORTHEAST COMMERCIAL STREET)

NEW LIGHTING JUNCTION BOX

(EAST COMMERCIAL)

P204 1 1.0 INCH - - 1 - #2 - -

NEW POWER CABINET

(COURT & NORTHEAST COMMERCIAL STREET)

GROUNDING ELECTRODE SYSTEM - -

P205 1 2.0 INCH 2 - #14 - 1 - #14 - -

NEW SIGNAL JUNCTION BOX

(COURT & NORTHEAST COMMERCIAL STREET)

PEDESTRIAN POLE

(COURT & NORTHEAST COMMERCIAL STREET)

PEDESTRIAN CROSSWALK SIGN 4

P206 1 2.0 INCH 3 - #14 - 1 - #14 - -

NEW SIGNAL JUNCTION BOX

(COURT & NORTHEAST COMMERCIAL STREET)

NEW LUMINIARE POLE PEDESTRIAN CROSSWALK PUSHBUTTON 4

P207 1 3.0 INCH - - - - -

NEW STREET LIGHTING JUNCTION BOX

(COURT & NORTHEAST COMMERCIAL STREET)

NEW STREET LIGHTING JUNCTION BOX

(COURT & SOUTHEAST COMMERCIAL STREET)

P208 1 3.0 INCH - - - - -

NEW STREET LIGHTING JUNCTION BOX

(COURT & NORTHEAST COMMERCIAL STREET)

NEW STREET LIGHTING JUNCTION BOX

(COURT & SOUTHEAST COMMERCIAL STREET)

NOTES:

[1] CIRCUITS ARE EXISTING WITHIN TRAFFIC CONTROL PANEL. INTERCEPT AND EXTEND EXISTING BRANCH CIRCUITS TO NEW POWER SERVICE CABINET.

[2] UTILIZE EXISTING CONDUIT BETWEEN POWER SERVICE CABINET AND TRAFFIC SIGNAL CONTROLLER.

[3] ONE CONDUIT SHALL BE USED FOR BRANCH CIRCUIT WIRING. ONE CONDUIT SHALL BE SPARE FOR FUTURE. PROVIDE PULL STRING.

[4] POWER AND CONTROL WIRING SHALL TERMINATE IN EXISTING TRAFFIC CONTROL PANEL. UTILIZE EXISTING CONDUIT BETWEEN CONTROL PANEL AND NEW SIGNAL JUNCTION BOX. SEE NOTE #11 ON SHEET E-06.

EXTERIOR LUMINAIRE SCHEDULE

FIXTURE

NO. DESCRIPTION LAMP

TYPE LUMENS CRI COLOR

TEMP. DRIVER EMERGENCY

DRIVER

INTEGRAL

MOTION/PHOTO

SENSOR

VOLTS LOAD MFR. MODEL NUMBER

A1

IN-GROUND UPLIGHT WITH ROUND CAST ALUMINUM COVER (TO MATCH GRATE MATERIAL), 1/4" THICK TEMPERED CLEAR GLASS WINDOW, STAINLESS YOKE ASSEMBLY PERMITTING UP TO 28-DEGREE ROTATION FROM VERTICAL.

FURNISHED WITH 6-FEET OF 16/2 MANUFACTURER SUPPLIED CABLE AND STRAIN RELIEF. 40-DEGREE BEAM SPREAD.

WET LOCATION LISTED.

PROVIDE 120-VOLT TO 12-VOLT, 75-VA REMOTE TRANSFORMER. TRANSFORMER SHALL BE RATED FOR WET

LOCATIONS AND INSTALLED WITHIN THE ART MOUNTING VAULT.

LUMINAIRES AND TRANSFORMER SHALL BE INSTALLED IN STREETSCAPE ART MOUNTING VAULT. REFER TO CIVIL

DRAWINGS. SHEET ST-16, FOR DETAILS.

MR16

LED - - 5000K 120-V TO 12-V

TRANSFORMER NO NO 12V 5 WATTS

LUMINAIRE: IRONSMITH

TRANSFORMER:

IRONSMIITH

TGL-5DF

TGL-75T

P1

POLE MOUNTED DECORATIVE LUMINAIRE, (18-3/4" DIA. x 48" HIGH) WITH CLEAR ACRYLIC LENS, VERSAILLES POST TOP BASE TENON , HEAVY GRADE A319 CAST ALUMINUM HOUSING, TYPE II DISTRIBUTION, POLYESTER TGIC POWDER COAT BLACK FINISH. STAINLESS STEEL HARDWARE, AND IP66 RATED. LUMINAIRE SHALL ACCEPT 3" OD TENON X 3-1/2" LONG.

POLE SHALL BE PER CITY OF SALEM STANDARD DETAIL NO. 703 AND SHALL BE 12-FEET TALL WITH 5-3/4" BASE DIA. 12 OCTA-FLUTED TAPERED POLE AND STANDARD 3" x 5" HANDHOLE. BASE SHALL BE SLM CAST IRON, 14" SQ WITH

REMOVABLE ACCESS DOOR. ACCESS DOORS ON TWO SIDES AND CITY OF SALEM LOGO ON TWO SIDES. POLE SHALL BE PROVIDED WITH PROVISIONS FOR CONVENIENCE RECEPTACLE AS SHOWN ON THE CITY OF SALEM'S STANDARD 703 DETAIL. PROVIDE TWO (2) DECORATIVE FINIAL ARMS WITH EYEBOLTS AND CAST BALLS AS SHOWN ON THE CITY OF

SALEM'S STANDARD DETAIL 703. ARMS SHALL EACH BE 1-1/2" SCHEDULE 40 STEEL PIPE, 22" LONG, WITH 3" DIA DECORACTIVE BLACK BALLS. PROVIDE POST FLOWER HANGER PER CITY OF SALEM STANDARD DETAIL 706. FINISH FOR

POLE BASE AND ARMS SHALL BE BLACK.

CONTRACTOR SHALL PROVIDE 120-VOLT, 20-AMP GFCI WEATHERPROOF RECEPTACLE.

PROVIDE CONCRETE BASE. SEE CITY OF SALEM DETAIL 703 AND 704 FOR BASE DETAIL. ANCHOR BOLTS SHALL BE

PROVIDED BY CONTRACTOR. VERIFY ANCHOR BOLT PATTERN WITH MANUFACTURER.

LED 3,800 LM 70 3000K STANDARD

0-10V NO NO 120V 40 WATTS

LUMINAIRE: KING

LUMINAIRE

POLE & BASE: VISCO

HEAD: K330

LED ENGINE: 40W

CAPITOL: 3"

FINIAL & SPINNING: TEXTURED BLACK

DOME: TEXTURED STROBE WHITE

DECORATIVE FILAGREE RING: TEXTURED

BLACK

DECO CHIMNEY: BRONZE

POLE: 12 OCTA-FLUTED IRON TAPERED

POST BASE: VISCO SLM CAST IRON

SEE CITY OF SALEM STANDARD DETAIL 703

S1

POLE MOUNTED COBRAHEAD LUMINAIRE, 24"L x 11"W x 4-1/2" HIGH WITH DIE CAST ALUMINUM HOUSING, POLYESTER POWDERCOAT GREY FINISH, INTEGRAL 7-PIN ANSI C136.41 RECEPTACLE WITH SHUNT CAP (LIGHT

CONTROLLED BY SERVICE CABINET), ADJUSTABLE WATTAGE SELECTOR DRIVER, TYPE II DISTRIBUTION, INTEGRAL

SURGE PROTECTION DEVICE (2.5 KV), ANSI C136.31-2018 COMPLIANT.

POLE SHALL BE 30-FT HIGH, ROUND ALUMINUM TAPERED 8" BUTT DIAMETER, .188" THICK, SURFACE MOUNTED, WITH 6-FT ARM, GREY FINISH. 4" x 6" HANDHOLE AT BASE OF POLE. PROVIDE 4-BOLT BASE WITH BOLT COVERS AND

STAINLESS STEEL SCREWS. ARM SHALL BE MAST-STYLE, TAPERED ALUMINUM, 4" OUTER DIAMETER, .125" THICK, WITH EXTRUDED ALUMINUM MOUNTING PLATE AND STAINLESS STEEL HARDWARE. PROVIDE POST FLOWER HANGER PER CITY OF SALEM STANDARD DETAIL 706. POLE SHALL BE PROVIDED WITH POLE CAP AND STAINLESS STEEL SCREWS.

CONTRACTOR SHALL PROVIDE 120-VOLT, 20-AMP GFCI WEATHERPROOF RECEPTACLE.

PROVIDE CONCRETE BASE. SEE CITY OF SALEM DETAIL 704. BASE SHALL BE 60" DEEP. LUMINAIRE, ARM, AND POLE SHALL BE PROVIDED PER CITY OF SALEM STANDARD DETAIL ON SHEET E-03. PROVIDE IDENTIFICATION TAG THAT

STATES "LED 170". TAG TEXT SIZE, FONT AND COLOR PER CITY OF SALEM STANDARDS.

LED 20,000 LM 70 3000K STANDARD

0-10V NO NO UNV 170 WATTS LUMINAIRE: PHILLIPS

POLE: HAPCO

LUMINAIRE: RFM SERIES

POLE: RTA SERIES

J

J

J

(E)

J

P

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s E

D

E l e c t r i c a l

D e m o l i t i o n

P l a n

C o m m e r c i a l

S t r e e t

S o u t h d

E

D

E l e c t r i c a l

D e m o l i t i o n

P l a n

C o m m e r c i a l

S t r e e t

S o u t h t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

ED-06

ELECTRICAL

DEMOLITION PLAN

COMMERCIAL

STREET SOUTH

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

T

SHEET KEY NOTES

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

SCALE:

ELECTRICAL DEMOLITION PLAN COMMERCIAL STREET SOUTH

1:10

10'5'0'

1. PGE TO DISCONNECT AND DEMOLISH POLES,

CONTRACTOR TO DEMOLISH FOUNDATIONS.

2. EXISTING JUNCTION BOX.

3. EXISTING JUNCTION BOX SHALL BE REMOVED AND

REPLACED WITH NEW IN SAME LOCATION

4. EXISTING TRAFFIC SIGNAL CABINET.

5. POWER SERVICE CABINET TO BE REMOVED.

6. CONTRACTOR TO RELOCATE SIGNAL EQUIPMENT.

PGE TO DISCONNECT AND DEMOLISH POLE.

CONTRACTOR TO DEMOLISH FOUNDATION.

(E)

J

J

J

J

J

P

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s E

D

E l e c t r i c a l

D e m o l i t i o n

P l a n

C o m m e r c i a l

S t r e e t

N o r t h d

D

E l e c t r i c a l

D e m o l i t i o n

P l a n

C o m m e r c i a l

S t r e e t

N o r b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

ED-07

ELECTRICAL

DEMOLITION PLAN

COMMERCIAL

STREET NORTH

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

SCALE:

ELECTRICAL DEMOLITION PLAN COMMERCIAL STREET NORTH

1" = 10'

10'5'0'

SHEET KEY NOTES

1. PGE TO DISCONNECT AND DEMOLISH POLES,

CONTRACTOR TO DEMOLISH FOUNDATIONS.

2. EXISTING JUNCTION BOX

3. EXISTING JUNCTION BOX SHALL BE REMOVED AND

REPLACED WITH NEW IN SAME LOCATION.

E

J J J

(E) (E)

(E)

P

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s

E

E l e c t r i c a l

P l a n

C o u r t

S t r e e t d

E

E l e c t r i c a l

P l a n

C o u r t

S t r e e t t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-05

ELECTRICAL PLAN

COURT STREET

SHEET KEY NOTES

SCALE:

ELECTRICAL PLAN COURT STREET

1" = 10'

10'5'0'

1. EXISTING POWER SERVICE CABINET.

2. EXISTING JUNCTION BOX.

3. EXISTING 3.0" CONDUIT SHALL BE UTILIZED FOR NEW

LIGHTING AND RECEPTACLE BRANCH CIRCUIT

WIRING. SEE CONDUIT ID P101 FOR INFORMATION.

J

J

(E)

S1

S1

S1

P1 P1 P1

P1P1P1

J J J

J

J JJ J

J

J

J

J

J

J

J

P

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s E

E l e c t r i c a l

P l a n

C o m m e r c i a l

S t r e e t

S o u t h d

E l e c t r i c a l

P l a n

C o m m e r c i a l

S t r e e t

S o u b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-06

ELECTRICAL PLAN

COMMERCIAL

STREET SOUTH

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

SHEET KEY NOTES

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

SCALE:

ELECTRICAL PLAN COMMERCIAL STREET SOUTH

1" = 10'

10'5'0'

1. CONCRETE POLYMER JB/2 IN-GROUND BOX

(16131.M51). BOX SHALL BE LABELED "STREET

LIGHTING". PROVIDE ONE (1) 1.25" CONDUIT TO POLE

FOR LIGHTING BRANCH CIRCUIT AND RECEPTACLE

BRANCH CIRCUIT. LIGHTING AND RECEPTACLE

BRANCH CIRCUIT CONDUCTORS FROM BOX SHALL

BE MULTI-CONDUCTOR CABLE, TWO (2) 10/3

(16121.C80). PROVIDE IN-LINE DISCONNECT FUSE KIT

(16151.F01) IN BASE OF LIGHT POLE. WIRE LIGHTING

AND RECEPTACLE BRANCH CIRCUITS THROUGH THE

KIT.

2. NEW POWER SERVICE CABINET.

3. EXISTING JUNCTION BOX.

4. EXISTING 3.0" CONDUIT SHALL BE UTILIZED FOR NEW

LIGHTING AND RECEPTACLE BRANCH CIRCUIT

WIRING. SEE CONDUIT ID P101 FOR INFORMATION.

5. CONCRETE POLYMER JB/2 IN-GROUND BOX

(16131.M51). BOX SHALL BE LABELED "STREET

LIGHTING".

6. EXISTING TRAFFIC SIGNAL CABINET.

7. NEW POWER JUNCTION BOX.

8. NEW SIGNAL JUNCTION BOX.

9. NEW PEDESTIAL POLE.

10. STUB AND CAP CONDUIT FOR FUTURE WORK. NO

WIRING SHALL BE PROVIDED BETWEEN THE FINAL

JUNCTION BOX AND CONDUIT STUB. COORDINATE

EXACT LOCATION WITH THE OWNER PRIOR TO

INSTALLATION.

11. UTILIZE EXISTING CONDUIT FOR TRAFFIC SIGNAL

CABINET BRANCH CIRCUITS.

12. CONCRETE POLYMER JB/2 IN-GROUND BOX

(16131.M51). BOX SHALL BE LABELED "ELECTRIC".

1 1 1 1

P101

P102

P101 P101

P101

P202

P202

P202

P202

P203

S1

P202

P203

E-06

P201

P200

P205

P204

P206

P202

P203

P205

P202

LTG CKT:1

LTG CKT:1

RECEPT CKT:2

LTG CKT:1

LTG CKT:1

RECEPT CKT:2

LTG CKT:1

RECEPT CKT:2

LTG CKT:14

RECEPT CKT:16

LTG CKT:14

RECEPT CKT:16

LTG CKT:14

RECEPT CKT:16

LTG CKT:14

SCALE:

ENLARGED

ELECTRICAL PLAN

1" = 5'

J

(E)

S1

P1 P1

P1P1

J J

J J

JJ

J

J

J

P

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s E

E l e c t r i c a l

P l a n

C o m m e r c i a l

S t r e e t

N o r t h d

E l e c t r i c a l

P l a n

C o m m e r c i a l

S t r e e t

N o r b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-07

ELECTRICAL PLAN

COMMERCIAL

STREET NORTH

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

M A

T C

H L I N

E

R E

F E

R E

N C

E

S

H E

SCALE:

ELECTRICAL PLAN COMMERCIAL STREET NORTH

1" = 10'

10'5'0'

SHEET KEY NOTES

1. CONCRETE POLYMER JB/2 IN-GROUND BOX

(16131.M51). BOX SHALL BE LABELED "STREET

LIGHTING". PROVIDE ONE (1) 1.25" CONDUIT TO POLE

FOR LIGHTING BRANCH CIRCUIT AND RECEPTACLE

BRANCH CIRCUIT. LIGHTING AND RECEPTACLE

BRANCH CIRCUIT CONDUCTORS FROM BOX SHALL

BE MULTI-CONDUCTOR CABLE, TWO (2) 10/3

(16121.C80). PROVIDE IN-LINE DISCONNECT FUSE KIT

(16151.F01) IN BASE OF LIGHT POLE. WIRE LIGHTING

AND RECEPTACLE BRANCH CIRCUITS THROUGH THE

KIT.

2. EXISTING JUNCTION BOX.

3. CONCRETE POLYMER JB/2 IN-GROUND BOX

(16131.M51). BOX SHALL BE LABELED "STREET

LIGHTING".

4. NEW SIGNAL JUNCTION BOX.

5. STUB AND CAP CONDUITS FOR FUTURE WORK. NO

WIRING SHALL BE PROVIDED BETWEEN THE FINAL

JUNCTION BOX AND CONDUIT STUB. COORDINATE

EXACT LOCATION WITH THE OWNER PRIOR TO

INSTALLATION.

6. PROVIDE CONDUITS. AND WIRING FOR LIGHTING

BRANCH CIRCUIT ONLY (TO ART BOX).

7. CONCRETE POLYMER JB/2 IN-GROUND BOX

(16131.M51). BOX SHALL BE LABELED "ELECTRIC".

8. PROVIDE 1.0" CONDUIT AND EXTEND STREET

LIGHTING BRANCH CIRCUIT TO LIGHTS IN THE ART

DISPLAY.

9. PROVIDE CONDUITS ONLY, NO WIRING.

10. PROVIDE TWO A1 LUMINAIRES AND TRANSFORMER

IN THE ART DISPLAY. REFER TO LUMINAIRE

SCHEDULE FOR ADDITIONAL INFORMATION.

P101

P102

P202

P203

P203

P203

P202

P202

P202

P203

P101

P101

P101

P101

P102

LTG CKT:1

RECEPT CKT:3

LTG CKT:14

RECEPT CKT:18

LTG CKT:14

RECEPT CKT:18

LTG CKT:1

RECEPT CKT:3

LTG CKT:1

P101

P102

P101

S1 J

D

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s

E

B o r i n g

P l a n

C o u r t

S t r e e t d

E

B o r i n g

P l a n

C o u r t

S t r e e t t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-08

BORING PLAN

COURT STREET

SHEET KEY NOTES

1. CAP ENDS OF NEW CONDUIT UNDER SIDEWALK FOR

FUTURE WORK. COORDINATE EXACT LOCATION

WITH OWNER PRIOR TO INSTALLATION. NOTE DEPTH

AND LOCATION ON CONTRACTOR'S FIELD AS-BUILTS.

2. PROVIDE 4'x4'x4' BORING PIT IN SIDEWALK. PITS

SHALL BE FILLED WITH COMPACTED AGGREGATE.

SURFACE SHALL BE 4" CONCRETE TO MATCH

EXISTING GRADE.

P207

P208

SCALE:

BORING PLAN COURT STREET

1" = 5'

E

R

E

T

S

I

G

E

R

L

A

N

O

I

S

S

E

F

O R

OREGON

86683

N I

G

N

E

R

E

E

M

A

Y

P

E

R

R

Y

B

E

N

J

A

M

I

N

E.

EXPIRES: 12-31-2022

Digitally Signed

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

CERTIFICATE EXPIRES:

2022 SALEM

DOWNTOWN

STREETSCAPE

S

A

L

E

M

P

U

B

L

IC

WORK

S

D

E

P

A

R

T

M

E

N

T

N

O I

S I

V I

D

GNI

R

E

E

N

N I

G

E

SHEET PREPARED BY:

P

M c U s e r s J L u t e

D e s k t o p a l e m s t r e e t s c a a i s a l e m s t r e e t s c a a i S h e e t s E

P a n e l

S c h e d u l e s d

P a n e l

S c h e d u l e s t a b

APRIL 19, 2022

PN: 682083-3

APRIL 19, 2022

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

BP

JL

BP

E-09

PANEL

SCHEDULES

PLANTING SCHEDULE

TREES QTY BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES DETAILS

4 GINGKO BILOBA 'GOLDEN

COLONNADE'

AUTUMN GOLD

GINGKO 2 1/2" CAL B&B AS

SHOWN 6' CLEAR TRUNK 2-4 / L-07

2 PARROTIA PERSICA

'VANESSA'

VANESSA PERSIAN

IRONWOOD 2 1/2" CAL B&B AS

SHOWN 6' CLEAR TRUNK 2-4 / L07

AREA TO RECEIVE SOIL PREPARATION AND BARK MULCH

EXISTING TREE TO REMAIN UNDISTURBED

1. PROVIDE PLANTING SOIL AND BARK MULCH TO THE COMPOSITION AND DEPTHS IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OF

THE CONTRACT DOCUMENTS.

2. INSTALL PLANTS IN ACCORDANCE WITH THE DRAWINGS AND THE SPECIFICATIONS OF THE CONTRACT DOCUMENTS.

3. PLANT QUANTITIES ARE LISTED FOR CONVENIENCE ONLY. ALL COUNTS MUST BE VERIFIED PRIOR TO INSTALLATION. IN THE CASE OF A DISCREPANCY BETWEEN THE LEGEND AND THE PLAN, PLANTS INDICATED ON THE PLAN SHALL SUPERCEDE QUANTITIES LISTED IN THE LEGEND.

4. UTILITY LOCATIONS SHOWN ON PLANS MAY DIFFER FROM FIELD CONDITIONS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES BEFORE INSTALLATION. CONFLICTS BETWEEN ANY EXISTING AND PROPOSED UTILITIES ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER'S

REPRESENTATIVE IMMEDIATELY.

5. ROOT BARRIERS SHALL BE INSTALLED ON ALL SIDES OF TREE WELL AT NEW TREE PLANTING LOCATIONS PER DETAIL 3 ON SHEET L-07.

PLANTING NOTES

KEY NOTES

L-01

PLANTING LEGEND

AND NOTES

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

CW

CW

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:3

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_P

LN

T.

dw g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

APRIL 19, 2022

1TYP

2TYP

ROOT BARRIERS SHALL BE INSTALLED ON ALL SIDES OF TREE WELL AT NEW TREE PLANTING LOCATIONS PER DETAIL 3 ON SHEET L-07.

KEY NOTES

PROVIDE ROOT BARRIER AROUND PERIMETER OF TREE WELL

ALL WORK BENEATH EXISTING TREE CANOPY SHALL BE PERFORMED WITH HAND TOOLS ONLY, NO POWER TOOLS ALLOWED. PROVIDE SOIL PREPARATION ONLY WHERE EXISTING ROOTS WILL NOT BE DISTURBED. IN REMAINDER OF PLANTING AREAS BELOW EXISTING TREE CANOPY, LIGHTLY SCARIFY EXISTING SOIL, WHILE PROTECT TREE ROOTS, AND ADJUST GRADE TO ALLOW FOR PLACEMENT OF BARK

MULCH AT SPECIFIED DEPTH.

SHEET NOTES

1. SEE SHEET L-07 FOR PLANTING DETAILS.

2. SEE SHEET L-01 FOR PLANTING NOTES AND SCHEDULE.

0 5 10 20

FEET

L-02

PLANTING PLAN

COMMERCIAL ST.

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

CW

CW

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:3

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_P

LN

T.

dw g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

1TYP

2TYP

ROOT BARRIERS SHALL BE INSTALLED ON ALL SIDES OF TREE WELL AT NEW TREE PLANTING LOCATIONS PER DETAIL 3 ON SHEET L-07.

KEY NOTES

PROVIDE ROOT BARRIER AROUND PERIMETER OF TREE WELL

ALL WORK BENEATH EXISTING TREE CANOPY SHALL BE PERFORMED WITH HAND TOOLS ONLY, NO POWER TOOLS ALLOWED. PROVIDE SOIL PREPARATION ONLY WHERE EXISTING ROOTS WILL NOT BE DISTURBED. IN REMAINDER OF PLANTING AREAS BELOW EXISTING TREE CANOPY, LIGHTLY SCARIFY EXISTING SOIL, WHILE PROTECT TREE ROOTS, AND ADJUST GRADE TO ALLOW FOR PLACEMENT OF BARK

MULCH AT SPECIFIED DEPTH.

SHEET NOTES

1. SEE SHEET L-07 FOR PLANTING DETAILS.

2. SEE SHEET L-01 FOR PLANTING NOTES AND SCHEDULE.

0 5 10 20

FEET

L-03

PLANTING PLAN

COMMERCIAL ST.

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

CW

CW

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:4

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_P

LN

T.

dw g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

1-5 L-08

SYMBOL DESCRIPTION MANUFACTURER/MODEL ARC PSI GPM RADIUS

POP-UP SPRAY HEAD RAIN BIRD 1812-SAM-PRS 8 SERIES MPR 90 30 0.26 8'

POP-UP SPRAY HEAD RAIN BIRD 1812-SAM-PRS 10-HE VAN SERIES ADJ 30 VAR 10'

DRIP BUBBLER RAIN BIRD UXB-360-025 UXB-360-025 - 30 0.25

IRRIGATION EQUIPMENT

SYMBOL DESCRIPTION MANUFACTURER/MODEL

REMOTE CONTROL DRIP ASSEMBLY RAIN BIRD XCZ-100-PRB-COM

REMOTE CONTROL VALVE RAIN BIRD PEB-PRS-D WITH DC LATCHING SOLENOID

QUICK COUPLER VALVE RAIN BIRD 44-LRC

GATE VALVE NIBCO T-113-K, LINE SIZE

MANUAL DRAIN VALVE NIBCO T-311-Y, LINE SIZE

BACKFLOW DEVICE WATTS 007 1-1/2"

BATTERY OPERATED CONTROLLER HUNTER NODE-BT-400

10" ROUND VALVE BOX - DRIP CONNECTION

WATER METER - SEE CIVIL DRAWINGS

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 - SIZE PER PLAN

IRRIGATION MAINLINE: 1 1/2" PVC SCHEDULE 40 - SIZE PER PLAN

PIPE SLEEVE: PVC SCHEDULE 40 - SIZE PER PLAN

D

C

D

M

CONTROL VALVE TARGET

STATION NUMBER

AREA DESIGNATION: L = LAWN S = SHRUB D = DRIP

FLOW IN GPM

VALVE SIZE

XX

X X

IRRIGATION HEADS

IRRIGATION SCHEDULE

L-08

X"

X"

X"

5-8 L-07

1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION.

2. SYSTEM OPERATION AND DESIGN IS BASED ON 65 POUNDS OF PRESSURE AND 10 GALLONS PER MINUTE AT THE SHUTOFF VALVE. THE CONTRACTOR SHALL VERIFY THE DESIGN PRESSURE AND VOLUME BEFORE INSTALLATION AND NOTIFY OWNER IF THERE IS A DISCREPANCY.

3. INSTALL VALVES IN BOXES IN PAVED AREAS, AND ALIGN TO PAVING PATTERN. VALVE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM.

4. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING ON SITE BEFORE STARTING WORK AND IMMEDIATELY

NOTIFY OWNER OF ANY DEVIATIONS FROM PLAN.

5. NEW TREE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF

NEW IRRIGATION SYSTEM.

6. THE CONTRACTOR SHALL INSTALL THE IRRIGATION CONTROLLER(S) AT THE LOCATION(S) SHOWN ON THE DRAWINGS, IN THE SPECIFIED VALVE BOX PER THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL VERIFY THE LOCATION WITH THE OWNER PRIOR TO

INSTALLATION.

7. MAIN AND LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. MAIN AND LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY SHOWN AS PASSING UNDER PAVING IN SLEEVING (SEE LEGEND FOR SLEEVE SYMBOL). THE CONTRACTOR MUST OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL BEFORE MAKING CHANGES IN ROUTING OF PIPE OR

LOCATION OF VALVES.

8. INSTALL IRRIGATION LINES IN COMMON TRENCH WITH ELECTRICAL CONDUIT.

IRRIGATION NOTES

L-04

IRRIGATION

LEGEND

AND NOTES

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

RT

RT

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:5

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_I

R R

G .d w g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

SHEET NOTES

1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION.

2. ALL WORK BENEATH EXISTING TREE CANOPY SHALL BE PERFORMED WITH HAND TOOLS ONLY, NO POWER TOOLS ALLOWED.

3. ADJUST VALVE / EQUIPMENT LOCATIONS TO ELIMINATE CONFLICT WITH PLANTINGS, PLANTING PATTERNS AND IRRIGATION COMPONENTS.

4. VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AREAS ON SITE BEFORE STARTING WORK AND IMMEDIATELY NOTIFY OWNER'S

REPRESENTATIVE OF ANY DEVIATIONS FROM PLAN.

5. STAKE PROPOSED TREE LOCATIONS AND OBTAIN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION

SYSTEM.

6. LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY SHOWN AS PASSING UNDER PAVING IN SLEEVING (SEE SCHEDULE FOR SLEEVE SYMBOL). OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL BEFORE MAKING CHANGES IN ROUTING OF PIPE OR LOCATION OF VALVES.

7. SEE SHEET L-07 AND L-08 FOR IRRIGATION DETAILS.

8. SEE SHEET L-04 FOR IRRIGATION NOTES AND SCHEDULE.

IRRIGATION KEY NOTES

1 LATERAL LINE SHOWN DIAGRAMMATICALLY IN PAVING FOR CLARITY. LOCATE IN ADJACENT PLANTING AREA OR THRU SLEEVING AS SHOWN.

BACKFLOW DEVICE / POINT OF CONNECTION SHOWN DIAGRAMMATICALLY - SEE DETAIL 5 ON SHEET L-07.

LOCATE BACKFLOW DEVICE AND ASSOCIATED POINT-OF-CONNECTION COMPONENTS ADJACENT TO PAVING WITHIN PLANTING AREA. ADJUST COMPONENT CONFIGURATION AS NECESSARY TO ELIMINATE CONFLICTS WITH TREE PLANTING AND OTHER IRRIGATION EQUIPMENT. ALL WORK BENEATH EXISTING TREE DRIPLINE SHALL BE COORDINATED WITH A LICENSED CONSULTING ARBORIST.

IRRIGATION WATER METER - SEE CIVIL DRAWINGS.

ROUND VALVE BOX FOR DRIP CONNECTION AT LIGHT POLE. SEE DETAIL 3 ON SHEET L-08.

ALL PIPING AND TRENCHING BENEATH AND WITHIN EXISTING TREE PLANTING AREAS SHALL BE BY HAND ONLY. COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH A LICENSED CONSULTING ARBORIST PRIOR TO COMMENCEMENT OF WORK.

4"

4"

8 8

D

D D D

2"

2"

D

2"

2"

2"

2" 2"

2"

2" 2"

1 TYP4 TYP

5 TYP

1 TYP4 TYP

D

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

2"

4"2" 1"

D

4"

2"

8 8

8 8

D

4"

0 5 10 20

FEET

L-05

IRRIGATION PLAN

COMMERCIAL ST.

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

RT

RT

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:5

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_I

R R

G .d w g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

1TYP 4TYP

DD

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

5TYP 2

1 TYP 4 TYP

M

C

D

D D

C

D

4"

4"

4"

4"

4"

4"

1"

1" 3 4"

1"

1"

M

4"

4"

1"

1"

7.001" D

8.571" S

5 TYP

4"

D

1"1" D

4"

1"

4" 1"

6.241" S

8.171" D

D

4" 3

4"3 4"

1" 1"

1"

2" 3 4"

SHEET NOTES

1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION.

2. ALL WORK BENEATH EXISTING TREE CANOPY SHALL BE PERFORMED WITH HAND TOOLS ONLY, NO POWER TOOLS ALLOWED.

3. ADJUST VALVE / EQUIPMENT LOCATIONS TO ELIMINATE CONFLICT WITH PLANTINGS, PLANTING PATTERNS AND IRRIGATION COMPONENTS.

4. VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AREAS ON SITE BEFORE STARTING WORK AND IMMEDIATELY NOTIFY OWNER'S

REPRESENTATIVE OF ANY DEVIATIONS FROM PLAN.

5. STAKE PROPOSED TREE LOCATIONS AND OBTAIN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION

SYSTEM.

6. LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY SHOWN AS PASSING UNDER PAVING IN SLEEVING (SEE SCHEDULE FOR SLEEVE SYMBOL). OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL BEFORE MAKING CHANGES IN ROUTING OF PIPE OR LOCATION OF VALVES.

7. SEE SHEET L-07 AND L-08 FOR IRRIGATION DETAILS.

8. SEE SHEET L-04 FOR IRRIGATION NOTES AND SCHEDULE.

IRRIGATION KEY NOTES

1 LATERAL LINE SHOWN DIAGRAMMATICALLY IN PAVING FOR CLARITY. LOCATE IN ADJACENT PLANTING AREA OR THRU SLEEVING AS SHOWN.

BACKFLOW DEVICE / POINT OF CONNECTION SHOWN DIAGRAMMATICALLY - SEE DETAIL 5 ON SHEET L-07.

LOCATE BACKFLOW DEVICE AND ASSOCIATED POINT-OF-CONNECTION COMPONENTS ADJACENT TO PAVING WITHIN PLANTING AREA. ADJUST COMPONENT CONFIGURATION AS NECESSARY TO ELIMINATE CONFLICTS WITH TREE PLANTING AND OTHER IRRIGATION EQUIPMENT. ALL WORK BENEATH EXISTING TREE DRIPLINE SHALL BE COORDINATED WITH A LICENSED CONSULTING ARBORIST.

IRRIGATION WATER METER - SEE CIVIL DRAWINGS.

ROUND VALVE BOX FOR DRIP CONNECTION AT LIGHT POLE. SEE DETAIL 3 ON SHEET L-08.

ALL PIPING AND TRENCHING BENEATH AND WITHIN EXISTING TREE PLANTING AREAS SHALL BE BY HAND ONLY. COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH A LICENSED CONSULTING ARBORIST PRIOR TO COMMENCEMENT OF WORK.

0 5 10 20

FEET

L-06

IRRIGATION PLAN

COMMERCIAL ST.

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

RT

RT

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:0

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_I

R R

G .d w g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:1

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_D

ET

L.

dw g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

APRIL 19, 2022

APRIL 19, 2022

L-07

PLANTING AND

IRRIGATION

DETAILS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

CW

CW

NOT TO SCALE

DECIDUOUS TREE - STAKING

SECTION / PLAN2

18" MIN

1/3 T

O 2/3

TR

EE

H T

MI

N

BR

AN

CH

H

T

DECIDUOUS TREE

2 X 2 X 8' LONG TREE STAKES

SET IN FIRM SOIL

TREE TIES

NOTE

TREE STAKES SHALL NOT

INTERFERE WITH TREE BRANCHES.

VA

R

MI

N

L-07

TREE PLANTING

SINGLE STAKE PLAN

TWO STAKE PLAN

THREE STAKE PLAN

TREE TIE - TYP

TREE STAKE - TYP

PREVAILING WIND

PLANTING PIT - TYP

120° TYP

TREE TRUNK - TYP

FG

TREE ROOTBALL - BELOW

TREE TRUNK

ROOT BARRIER - 18"

DEPTH - TYP

EDGE OF ADJACENT

PAVING - TYP

A. PLAN

NOTES:

1. INSTALL ROOT BARRIER PANEL

PER MANUFACTURER'S

INSTRUCTIONS.

2. INSTALL ROOT BARRIER FLUSH

AGAINST PAVING EDGE AND SET

1/2" ABOVE FINISH GRADE. DO

NOT WRAP PANELS AROUND

ROOT BALL OR IMPEDE NORMAL

ROOT GROWTH.

3. DO NOT DISTURB ADJACENT

PAVING BASE OR SUBGRADE

WITH PANEL INSTALLATION.

FINISH GRADE

PLANTING SOIL

TREE ROOTBALL

ADJACENT PAVING

AND BASE - TYP

BARK MULCH

EXISTING SUBGRADE

ROOT BARRIER - 18"

DEPTH - TYPB. SECTIONENLARGEMENT

NOT TO SCALE

ROOT BARRIER

PLAN / SECTION3

A B

FG

VA

R

NOTES:

1. ROOT CROWN TO BE VISIBLE BEFORE TREE IS SET. REMOVE

TOP OF ROOT BALL MEDIA TO LOCATE IF NEEDED.

2. REMOVE TWINE, METAL BASKET, AND BURLAP ENTIRELY

FROM ROOT BALL AFTER TREE IS SET. BURLAP SHALL BE

CUT DOWN TO BASE OF ROOT BALL (DO NOT FOLD BURLAP).

BURLAP ON BOTTOM MAY REMAIN IF NON-SYNTHETIC. ALL

MATERIALS REMOVED FROM ROOT BALL PACKAGING SHALL

BE REMOVED FROM PLANTING PIT.

2X ROOT BALL DIA

NOT TO SCALE

TREE PLANTING - B&B

SECTION4

ROOT BALL TO REST ON STABLE

EXISTING SUBGRADE OR

RECOMPACTED SUBGRADE SOIL

BACKFILL SOIL

EXISTING SUBGRADE - SCARIFY

SIDES AND BOTTOM OF EXCAVATION

FG

SET ROOT CROWN (TRUNK FLARE)

2" ABOVE FINISH GRADE - SEE NOTE 1

REMOVE ROOT BALL PACKAGING

AFTER TREE IS SET - SEE NOTE 2

BARK MULCH - KEEP 4" MIN AWAY

FROM TRUNK

LIGHTLY TAMP SOIL AROUND ROOT

BALL TO STABILIZE TREE

BARK MULCH

6" M

IN

PLANTING SOIL

SUBGRADE PREPARATION

EXISTING SUBGRADE

FINISH GRADE

NOTES:

1. BARK MULCH LAYER IS AN ADDITION TO THE PLANTING SOIL AND IS NOT THE FINISH GRADE.

2. CONFIRM THE SUBGRADE IS AT THE PROPER ELEVATION PRIOR TO FINAL PLANTING SOIL INSTALLATION.

3. SUBGRADE TO SLOPE TO SUBSURFACE DRAINAGE LINES AND AWAY FROM STRUCTURES IF PRESENT.

NOT TO SCALE

PLANTING SOIL

SECTION1

2"

NOTES:

1. EXTEND IRRIGATION SLEEVES 24" BEYOND EACH SIDE OF

PAVING.

2. SLEEVE PIPE DIAMETER TO BE A MINIMUM OF TWO TIMES

PIPE DIAMETER(S) IT CONTAINS.

3. 24" MINIMUM DEPTH UNDER PEDESTRIAN WALKS;

36" MINIMUM DEPTH UNDER VEHICULAR PAVING.

A. LATERAL LINE ONLY B. MAINLINE WITH LATERAL LINE

D C

2"

SE

E

NO

TE

CONTROL WIRE IN SEPARATE

SLEEVE - SEE TABLE A

SLEEVE PIPE (NPS)

WITH LATERAL LINE

TRACER WIRE

"PIPE ZONE" SAND

BACKFILL

"TRENCH BACKFILL AREA"

WITH AGGREGATE BACKFILL

BEDDING COURSE

TABLE A

A

(NPS) B C D

<4" 6" 4" 8" 4" 10" 4" 8" 6" 10" 4" 8" 8" 10" 6" 10"

10" 10" 6" 10" 12" 12" 6" 10"

B BA

BEDDING COURSE

ROOFING NAIL TO

MARK SLEEVE

PAVING AND BASE

D C

SE

E

NO

TE

B A B

SLEEVE PIPE (NPS)

WITH LATERAL LINE

TRACER WIRE

"PIPE ZONE" SAND

BACKFILL

"TRENCH BACKFILL AREA" WITH

AGGREGATE BACKFILL

ROOFING NAIL TO

MARK SLEEVE

PAVING AND BASE

NOT TO SCALE

TRENCHING - SLEEVE UNDER PAVEMENT

SECTION7

FS FS

NOT TO SCALE

POINT OF CONNECTION DIAGRAM

PLAN5

WATER METER - COORDINATE LOCATION

WITH OWNER'S REPRESENTATIVE

FROM

SOURCE TO

SYSTEM

MAINLINE - TYP

L-08 MANUAL DRAIN VALVE ASSEMBLY

L-08 QUICK COUPLER

VALVE ASSEMBLY

L-08

ISOLATION VALVE ASSEMBLY

(LINE SIZED) -TYP

M

-- BACKFLOW PREVENTION

DEVICE - DCVA

PE

R

CO

DE

GATE VALVE - LINE SIZE EACH SIDE

RECTANGULAR VALVE BOX WITH

LOCKING COVER - TOP OF BOX

1/2" ABOVE MULCH IN PLANTING

BEDS AND FLUSH IN LAWN

BACKFLOW PREVENTION DEVICE

MAINLINE PIPE TO ZONES

BOX EXTENSION

NOTE: INSTALL BACKFLOW PREVENTOR PER

CODE AND REQUIREMENTS OF PREVAILING

JURISDICTIONS.

ADJUSTABLE PIPE SUPPORT - TYP

(4) 4 X 8 X 8 MASONRY UNIT - TYP

IRRIGATION SUPPLY FROM METER

CONCRETE THRUST BLOCK

8" MIN DEPTH DRAINAGE BACKFILL

GEOTEXTILE FILTER FABRIC

WRAP TO COVER BOX OPENINGS

MIN HORIZ INTERIOR CLEARANCE

FOR ALL COMPONENTS PER CODE

4 X8 X 8 MASONRY UNIT - BEYOND

UNION EACH SIDE

PE

R

CO

DE

NOT TO SCALE

BACKFLOW PREVENTION DEVICE ASSEMBLY

SECTION6

FLOW

FG

NOTE:

REPAIR TRENCH SETTLEMENT AND RESTORE

FINISH GRADES PRIOR TO SEEDING, PLANTING

AND MULCHING.

3" MI

N

" M

IN

" M

IN

MAINLINE

6" MIN FROM EDGE OF TRENCH, PAVING

OR FOOTING

PLANTING SOIL

LATERAL LINE

SATISFACTORY SOIL BACKFILL

COMMON AND CONTROL WIRE

(BUNDLE AT 10' INTERVALS)

NOT TO SCALE

TRENCHING IN PLANTING AREAS

SECTION8

TRACER WIRE

FG

SHEET OF

SHEET TITLE

HORIZ DATUM:

VERT DATUM:

HORIZ SCALE:

VERT SCALE:

DESIGN:

DRAWN:

CHECKED:

APPROVED:

NO. DATE BYDESCRIPTION

REVISIONS

DATE SIGNED:

2022 SALEM

DOWNTOWN

STREETSCAPE

SALEM PUBLIC WORKS DEPART

MENT

NOISIVIDGNIREE

N NIGE

SHEET PREPARED BY:

4/

/2

5:

:1

PM

G :\P ro je ct s\

.1

_S al em _D ow nt ow n_

St re et sc ap e_

\0 2_

Pr od uc tio n\

_C

AD

\0 1_

Pl ot

_S he et s\

_D

ET

L.

dw g

(L -0 ta b)

110 SE Main St., Suite 100 Portland, OR 97214

Ph: 503 222 5612 Email: info@greenworkspc.com

LANDSCAPE ARCHITECTURE

ENVIRONMENTAL DESIGN

CERTIFICATE EXPIRES: OCT 31, 2022

PN: 682083-3

F. Michael Faha

OREGON

10/31/1988

REGI STERED

LANDS CA P E AR CH I TEC

T

EXP. 10/31/2022

APRIL 19, 2022

APRIL 19, 2022

L-08

IRRIGATION

DETAILS

NAD 83-SPCS

NGVD 1929(47)

AS SHOWN

AS SHOWN

RT

RT

" M

IN

" M

IN

NOTE:

EXACT FITTING REQUIREMENTS,

COMPONENT SHAPES AND SEQUENCE

MAY DIFFER FROM THAT SHOWN.

BATTERY OPERATED CONTROLLER

WATERPROOF WIRE CONNECTOR - TYP

GATE VALVE - LINE SIZED

BATTERY OPERATED SOLENOID

VALVE BOX - TOP OF BOX FLUSH IN LAWN /

1/2" ABOVE MULCH IN PLANTING BEDS

REMOTE CONTROL VALVE

LATERAL LINE

UNION - EACH SIDE OF VALVE

(4) 4 X 8 X 8 MASONRY UNIT BLOCK

DRAINAGE GEOTEXTILE

MAINLINE

6" MIN DEPTH DRAINAGE BACKFILL

NOT TO SCALE

BATTERY OPERATED CONTROLLER

REMOTE CONTROL VALVE ASSEMBLY

SECTION5

" M

IN

1"

NOTE: SPRAY HEAD SHALL BE A MINIMUM

OF 1" AND MAXIMUM OF 3" FROM EDGE

OF WALK, PAVING, CURB, OR EDGER.

POLY-PIPE

(2) ELBOWS

SWING JOINT COMPONENTS:

(1) POLY-PIPE 4' MAX LENGTH,

(2) ELBOWS

(1) MARLEX STREET ELBOW

POP-UP SPRAY HEAD ASSEMBLY

TOP OF TURF / LAWN

TOP OF BARK MULCH

LATERAL LINE

MARLEX STREET ELBOW

PVC SCH 40 TEE OR ELBOW

NOT TO SCALE

SPRAY HEAD ASSEMBLY

SECTION6

FG

FG

2" MI

N

NOT TO SCALE

ISOLATION VALVE ASSEMBLY - BALL VALVE

SECTION2

(4) 4 X 8 X 8 MASONRY BLOCK - TYP

TOP OF BOX FLUSH IN LAWN / 1/2"

ABOVE MULCH IN PLANTING BEDS

VALVE BOX - RECTANGULAR

6" MIN DEPTH DRAINAGE BACKFILL

DRAINAGE GEOTEXTILE

IRRIGATION MAINLINE

BALL VALVE (LINE SIZE)

PVC SCH 80 MALE ADAPTER - TYP

VALVE BOX EXTENSION

" M

IN

MIN 3" CLEARANCE FROM

LEVER HANDLE

4"

TOP OF BOX FLUSH IN LAWN / 1/2" ABOVE

MULCH IN PLANTING BEDS

10" ROUND VALVE BOX

QUICK COUPLER VALVE - MOUNT ABOVE BASE

OF VALVE BOX AND ADJUST HT AS

NECESSARY TO ACCEPT KEY

6" DEPTH DRAINAGE BACKFILL

SCH 80 PVC NIPPLE - 3/4" X 8" MIN

SCH 40 PVC STREET ELL

SCH 40 PVC T X T 90 DEG ELL

SCH 80 PVC NIPPLE - 3/4" X 8" MIN

SCH 40 ELBOW OR TEE

#4 REBAR X 36" LONG - FASTEN WITH (2) SSTL

WORM DRIVE HOSE CLAMPS

SCH 40 PVC STREET ELL

MAINLINE

(4) STANDARD UNIT PAVING BLOCK

DRAINAGE GEOTEXTILE

NOT TO SCALE

QUICK COUPLER VALVE ASSEMBLY

SECTION4

FG

NOT TO SCALE

DRIP CONNECTION AT LIGHTPOLE

SECTION3

STREET LIGHT

CONCRETE FOOTING

1" SCH 40 PVC CONDUIT W / SWEEP ELL -

COORDINATE PLACEMENT WITH ELECTRICAL

CONTRACTOR

3/8" BLANK POLYETHYLENE TUBING

EXTEND / DAYLIGHT AT TAPPED HOLE

BELOW ARM ASSEMBLY - FASTEN / CAP

TUBING, SEAL OPENING, AND TOUCH-UP /

PAINT SUFRACES DISTURBED BY

INSTALLATION PER MANUFACTURER'S

RECOMMENDATION

CONCRETE SIDEWALK

10" ROUND CONCRETE VALVE BOX WITH

CAST IRON LOCKING LID - EXTEND AS

NECESSARY

IRRIGATION LATERAL LINE

- PVC TO PE ADAPTERS AS

REQUIRED

1 CU FT DRAIN ROCK

NOT TO SCALE

MANUAL DRAIN VALVE ASSEMBLY

SECTION1

TOP OF BOX FLUSH IN LAWN / SEEDED AREAS

TOP OF BOX 1/2" ABOVE MULCH IN

PLANTING BEDS

10" ROUND VALVE BOX

(4) STANDARD UNIT PAVING BLOCK

6" MIN DEPTH DRAINAGE BACKFILL

FILTER FABRIC

6" PVC SCHEDULE 40 SLEEVE - LENGTH AS REQUIRED

SECURE / WIRE TO VALVE

IRRIGATION LATERAL OR MAINLINE - DEPTH PER PLANS

PVC THREADED NIPPLE

PVC ELL

PVC THREADED NIPPLE

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 .