Attachment C Plans and Drawings.pdf

191192

JOB NO. 2100576

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NOTES:

1.) VERTICAL DATUM: NAVD 88 (GEOID 12A)

ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1 USING THE

OREGONREAL-TIME GPS NETWORK

(ORGN).

2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), SALEM ZONE. THE RESULTANT BEARING OF THE EASTERLY RIGHT-OF-WAY OF RYAN DRIVE SE IS NORTH 00°01'23"

WEST.

3.) THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. RIGHT OF WAY LINES SHOWN HEREON ARE

APPROXIMATEAND FOR REFERENCE ONLY.

4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BYTHE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL

UTILITYLOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO

CONSTRUCTION.

CURB INLET

RIM = 192.75'

FLOW LINE = 192.14'

IE 10" OUT (N) = 189.65'

CATCH BASIN

RIM = 190.63'

IE 6" OUT (N) = 189.13'

SANITARY MANHOLE

RIM = 191.60'

IE 8" IN (SW) = 181.18'

IE 24" IN (S) = 180.81'

IE 24" OUT (N) = 180.50'

STORM TABLE:

SANITARY TABLE:

GV

GV

D

CO

S

S

9"X2

CONCRETE SURFACE

EXISTING CONDITIONS LEGEND:

FIBER OPTIC LINE

ELECTRICAL LINE

SANITARY SEWER LINE

GAS LINE

WATER LINE

STORM LINE

CURB LINE

PROPERTY LINE

EDGE OF ASPHALT

DRIVEWAY ENTRY

DOUBLE POST SIGN

ELECTRICAL VAULT

CURB INLET

STORM MANHOLE WITH STRUCTURE

SANITARY/STORM STRUCTURE #

SANITARY/STORM CLEAN OUT

WATER VALVE

FIRE HYDRANT

CATCH BASIN

SIGN

SANITARY MANHOLE WITH STRUCTURE

FIBER OPTIC VAULT

GAS VALVE

FOUND MONUMENT

PROJECT CONTROL POINT

HANDICAP RAMP

LOT LINE

EASEMENT LINE

RIGHT-OF-WAY LINE

ASPHALT SURFACE

DECIDUOUS TREE

-PERIMETER REPRESENTS DRIPLINE

CONIFEROUS TREE

-PERIMETER REPRESENTS DRIPLINE

UNDERGROUND LINE PER AS-BUILTS

NORTH

603015030

1 INCH = 30 FEET

SCALE

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.224.4681 www.kpff.com

PROJECT CONTROL:

STATION

DESCRIPTION

MAG NAIL W/ WASHER "KPFF CONTROL"

1-1/8" BRASS CAP "KPFF CONTROL"

NORTHING

214662.40

214288.16

EASTING

184771.14

184803.58

ELEVATION

192.34'

193.04'

20'

19'

10'

4'

6'

6'

4'

6'

6'

6'

6'

8'

6'

12'

10'

19'

20'

20'

20'

15'

50'

50'

N 3

EXISTING CONDUIT

PANEL AC-PV

INVERTER

INVERTERS

INVERTER

EXISTING JUNCTION

BOX

EXISTING

GUARDRAIL

EXTENT OF

EXISTING

ASPHALT PAVING

EXISTING

CONCRETE CURB

AND SIDEWALK

EXISTING

CHAIN LINK

FENCE

EXTENT OF

EXISTING

ASPHALT PAVING

EXISTING

SLIDING

GATE

SLIDING GATE, SEE

2/A-100

EXISTING

HYDRANT

EXISTING CHAIN

LINK FENCE

DASH LINE INDICATES

EXTENT OF EXISTING

WETLAND

DASH LINE INDICATES

EXTENT OF EXISTING

WETLAND

NEW BURIED

ELECTRICAL

SERVICE

EXISTING

CONCRETE CURB

RAMP

FENCE

ENCLOSURE,

SEE 3/A100

20'-0"

6' -0

4-INCH OD POST (3)

GATE LATCH

SET POSTS IN

CONCRETE FOOTING

TENSION BAND AT

15-INCH OC

DOME CAP

2 7/8-INCH OD

CORNER/END POST

TENSION BAR

TENSION BAND AT

15-INCH OC

TENSION WIRE

SET POSTS IN

CONCRETE FOOTING

POST CAP

6' -0

MAX

10'-0" OC

2 3/8-INCH OD LINE POST

CHAIN LINK FABRIC

1 1/2-INCH TOP RAIL

LINE POST LOOP CAP

BRACE BAND

BRACE BAND

1 1/2-INCH OD

BRACE

CHECKED BY:

DRAWN BY:

SCALE:

JOB NO.

DATE:

SHEET NUMBER:

SHEET TITLE:

SET TITLE:

STAMP:

7/ 9/

0:

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A-100

ARCHITECTURAL SITE

PLAN AND

ELEVATIONS

BJC

SSP

25-1233

07/09/2025

BID SET

1" = 30'-0"A-100

1 SITE PLAN

1/4" = 1'-0"A-100

2 SLIDE GATE ELEVATION

1/4" = 1'-0"A-100

3 TYPICAL FENCE ELEVATION

NO. REVISION DATE

NO. REVISION DATE

CHECKED BY:

DRAWN BY:

SCALE:

JOB NO.

DATE:

SHEET NUMBER:

SHEET TITLE:

SET TITLE:

STAMP:

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NC

07/09/2025

25-1233

EROSION PREVENTION

AND SEDIMENT

CONTROL - NOTES

C-400

(a) PRE-CONSTRUCTION

(1). PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING AND GRADING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.

THE CONTRACTOR MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE

CONSTRUCTION FENCE OR APPROVED EQUAL.

(2). BMPS THAT MUST BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES ARE CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET

PROTECTION.

(3). HOLD A PRECONSTRUCTION CONFERENCE TO REVIEW THE EPSCP AND WITH THE CITY'S PROJECT MANAGER AND INSPECTOR.

(b) CONSTRUCTION

(1). ALL SEDIMENT IS REQUIRED TO STAY ON SITE. SEDIMENT AMOUNTS GREATER THAN ½ CUBIC FOOT WHICH LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENT AND IT MUST NOT BE SWEPT OR WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED

ACCORDING TO THE DSL REQUIRED TIME FRAME.

(2). CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED, APPROVED, AND PERMANENT EROSION CONTROL (I.E., VEGETATION/LANDSCAPING) IS ESTABLISHED ON

ALL DISTURBED AREAS.

(3). ALL RECOMMENDED EROSION PREVENTION AND SEDIMENT CONTROL PROCEDURES ARE DEPENDENT ON CONSTRUCTION METHODS, STAGING, SITE CONDITIONS, WEATHER, AND SCHEDULING. DURING THE CONSTRUCTION PERIOD, EROSION CONTROL FACILITIES SHALL BE REVISED, UPGRADED, REPLACED, OR ADDED, TO COMPLY WITH SRC AND STATE AND FEDERAL REGULATORY REQUIREMENTS.

(4). THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTION OF ALL ADJACENT PROPERTY AND DOWNSTREAM FACILITIES FROM EROSION AND SILTATION DURING PROJECT CONSTRUCTION. ANY DAMAGE RESULTING FROM SUCH EROSION AND SILTATION SHALL BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR.

(5). WHEN SATURATED SOIL IS PRESENT, WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. SOIL MAY BE DRAINED ON SITE AT A DESIGNATED LOCATION, USING APPROPRIATE BMPS. SOIL MUST BE DRAINED SUFFICIENTLY TO DRIP LESS THAN ONE GALLON PER HOUR PRIOR

TO LEAVING THE SITE.

(6). ALL MATERIALS SPILLED, DROPPED, OR WASHED INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, AND THE CONTRACTOR SHALL PROVIDE PROTECTION OF DOWNSTREAM INLETS AND CATCH BASINS TO ENSURE SEDIMENT-LADEN WATER DOES NOT ENTER THE STORM DRAIN SYSTEM.

(7). ALL DISCHARGE OF SEDIMENT-LADEN WATER MUST BE TREATED WITH AN APPROPRIATE BMP TO REMOVE SEDIMENT FROM DISCHARGE WATERS AND TO

COMPLY WITH SRC AND STATE AND FEDERAL REGULATORY PERMITS.

(8). IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC

SHEETING, MULCHING, OR OTHER APPROVED MEASURES.

(9). THE EPSC MEASURES AND BMPS SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS.

(10). THE CONTRACTOR SHALL PROVIDE ONSITE WATER OR OTHER APPROPRIATE BMPS TO PREVENT DUST AND WIND EROSION OF FINE GRAIN SOILS.

(11). DISTURBED AREAS MUST BE STABILIZED AFTER 14 DAYS OF INACTIVITY, OR IMMEDIATELY IF RAIN IS FORECASTED. SEE SUBSECTION 7A.1(D)―WET WEATHER

PERIOD.

(12). DURING THE WET WEATHER WORK PERIOD OR WHEN RAIN IS FORECASTED, ALL ACTIVE AND INACTIVE SOIL STOCK PILES MUST BE COVERED WITH APPROPRIATE PLASTIC SHEETING. PLASTIC SHEETING MUST COVER THE ENTIRE STOCK PILE AND BE SUFFICIENTLY ANCHORED.

(c) POLLUTANTS, SOLID WASTE AND HAZARDOUS MATERIALS MANAGEMENT

(1). ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL.

(2). THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROPERLY MANAGE POLLUTANTS, HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION TO PREVENT LEAKAGE, SPILLS OR RELEASE OF

POLLUTANTS TO THE ENVIRONMENT AND SURFACE WATERS.

(3). CONTRACTOR SHALL DEVELOP A PROJECT SPECIFIC WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES THAT INCLUDES EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES; REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND

MACHINERY; AND MATERIAL DELIVERY AND STORAGE CONTROLS, SIGNAGE, MATERIAL USE, AND USE OF COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. THE PLAN SHALL COMPLY WITH SRC AND FEDERAL AND STATE REQUIREMENTS, AND SHALL BE AVAILABLE ON SITE AT ALL TIMES.

(d) WET WEATHER PERIOD (OCTOBER 15 THROUGH APRIL 30)

(1). CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE THE DURATION OF DISTURBED AREAS.

(2). TEMPORARY STABILIZATION OF THE SITE INCLUDING COVERING OF BARE SOILS WITH APPROVED BMPS, MUST BE INSTALLED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND, OR AT THE END OF EACH WORKDAY IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS.

(3). TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILES LOCATED AWAY FROM CONSTRUCTION ACTIVITY MUST

OCCUR AT THE END OF EACH WORKDAY.

(e) MAINTENANCE

(1). EROSION CONTROL MEASURES SHALL BE MAINTAINED IN SUCH A MANNER AS TO ENSURE THAT EROSION IS PREVENTED AND SEDIMENT-LADEN WATER DOES NOT ENTER A DRAINAGE SYSTEM, ROADWAY, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.

(2). SEDIMENT SHALL NOT BE WASHED OR SWEPT INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES.

(3). SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF⅓ THE BARRIER HEIGHT, AND PRIOR TO

THE CONTROL MEASURES REMOVAL.

(4). REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50 PERCENT; IS NOT FUNCTIONING PROPERLY AND/OR AT THE COMPLETION OF PROJECT.

(5). CLEANING OF ALL STRUCTURES, INLET PROTECTION BMPS, AND SUMP PUMPS MUST BE COMPLETED REGULARLY AND AS REQUIRED TO ENSURE STRUCTURES

AND INLETS FUNCTION PROPERLY AND FLOW FREELY.

(6). CONSTRUCTION SITE EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE ROW OR APPROVED ACCESS POINT. THE ENTRANCE MAY REQUIRE PERIODIC TOP DRESSING AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. WHEEL WASHING SHALL BE REQUIRED TO PREVENT SEDIMENT AND MATERIAL TRACKING ON ROAD SURFACES IF PASSIVE BMPS ARE NOT EFFECTIVE.

(f) INSPECTION

(1). THE EPSCP MUST BE KEPT ONSITE AT ALL TIMES. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE COMPLIANCE WITH SRC AND STATE AND REGULATORY PERMITS, AND THAT SEDIMENT DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES.

(2). WRITTEN EPSC INSPECTION LOGS SHALL BE MAINTAINED ONSITE AND AVAILABLE TO CITY INSPECTORS UPON REQUEST.

(3). ALL BMPS SHALL BE INSPECTED AT LEAST EVERY WEEK. WHEN A RAINFALL EVENT EXCEEDS ½″ IN A 24-HOUR PERIOD, DAILY INSPECTION OF THE EROSION CONTROLS, SEDIMENT CONTROLS, AND DISCHARGE OUTFALLS MUST BE CONDUCTED AND DOCUMENTED. INSPECTIONS SHALL BE DONE BY A REPRESENTATIVE OF THE PERMIT REGISTRANT WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT

CONTROLS.

(g) INACTIVE CONSTRUCTION PERIODS AND POST-CONSTRUCTION

(1). SHOULD WORK CEASE IN ANY AREA FOR 14 DAYS, THE INACTIVE AREA MUST BE STABILIZED WITH APPROPRIATE SOIL STABILIZATION BMPS. IF ALL CONSTRUCTION ACTIVITY CEASES THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION, HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER

METHOD.

(2). ALL TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES SHALL BE REMOVED BY THE CONTRACTOR WITHIN 30 DAYS AFTER PERMANENT LANDSCAPING/VEGETATION IS ESTABLISHED AND THE THREAT OF EROSION AND SEDIMENT TRANSPORT HAS BEEN MITIGATED.

(3). TEMPORARY GRASS COVER MEASURES MUST BE FULLY ESTABLISHED BY OCTOBER 15 OR OTHER COVER MEASURES (I.E., EROSION CONTROL BLANKETS WITH ANCHORS, ONE-INCH OF STRAW MULCH, SIX MIL HDPE PLASTIC SHEET, ETC.) SHALL BE IN PLACE OVER ALL DISTURBED SOIL AREAS UNTIL APRIL 30. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY OCTOBER 15, IT IS RECOMMENDED THAT SEEDING AND MULCHING OCCUR BY SEPTEMBER 1.

(4). PERMANENT EROSION CONTROL VEGETATION ON ALL EMBANKMENTS AND DISTURBED AREAS SHALL BE RE-ESTABLISHED AS SOON AS CONSTRUCTION IS

COMPLETED.

(h) SPECIFICATIONS

(1). SOIL PREPARATION. TOPSOIL SHOULD BE PREPARED ACCORDING TO THE LANDSCAPE PLANS, IF AVAILABLE, OR RECOMMENDATIONS OF THE GRASS SEED SUPPLIER. SLOPES SHALL BE TEXTURED BEFORE SEEDING BY RACK WALKING (I.E., DRIVING A CRAWLING TRACTOR UP AND DOWN THE SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE STABLE AREAS FOR SEEDS TO REST.

(2). SEEDING. EROSION CONTROL GRASS SEED MIX SHALL BE AS FOLLOWS: DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE) CONSISTING OF DWARF PERENNIAL RYEGRASS (80 PERCENT BY WEIGHT), CREEPING RED FESCUE (20 PERCENT BY WEIGHT). APPLICATION RATE SHALL BE 100 POUNDS PER ACRE MINIMUM.

(3). GRASS SEED SHALL BE FERTILIZED AT A RATE OF TEN POUNDS PER 1,000 SQUARE FEET WITH 16- 16-16 SLOW RELEASE TYPE FERTILIZER. DISTURBED AREAS WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHOROUS FERTILIZER.

(4). THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS SHALL BE MINIMIZED. TIME RELEASE FERTILIZERS SHALL BE USED. CARE SHALL BE MADE IN THE APPLICATION OF FERTILIZERS

WITHIN ANY WATERWAY RIPARIAN ZONE TO PREVENT LEACHING INTO THE WATERWAY.

(5). WHEN USED, HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2,000 POUNDS PER ACRE BETWEEN APRIL 30 AND JUNE 10, OR BETWEEN SEPTEMBER 1 AND OCTOBER 1. ON SLOPES STEEPER THAN TEN PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (TACKIFIER).

APPLICATION RATE AND METHODOLOGY SHALL BE IN ACCORDANCE WITH SEED SUPPLIER RECOMMENDATIONS.

(6). WHEN USED IN LIEU OF HYDROMULCH, DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT A RATE OF 4,000 POUNDS PER ACRE (DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT). ANCHOR STRAW BY WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKERS, ETC.). MULCH SHALL BE

SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING.

(7). WHEN CONDITIONS ARE NOT FAVORABLE TO GERMINATION AND ESTABLISHMENT OF THE GRASS SEED, THE CONTRACTOR SHALL IRRIGATE THE SEEDED AND

MULCHED AREAS AS REQUIRED TO ESTABLISH THE GRASS COVER.

(8). SEDIMENT FENCES SHALL BE CONSTRUCTED OF CONTINUOUS FILTER FABRIC TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO A POST.

(9). THE STANDARD STRENGTH FILTER FABRIC SHALL BE FASTENED SECURELY TO STITCHED LOOPS INSTALLED ON THE UPSLOPE SIDE OF THE POSTS, AND SIX INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND SURFACE.

FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.

(10). BIO-FILTER BAGS SHALL BE CLEAN 100 PERCENT WOOD PRODUCT WASTE. BAGS SHALL BE 18-INCH X 18-INCH X 30-INCH, WEIGH APPROXIMATELY 45 POUNDS, AND BE CONTAINED IN A BAG MADE OF ½ INCH PLASTIC MESH.

(11). MINIMUM WET WEATHER SLOPE PROTECTION. FOR 3H:1V OR STEEPER SLOPES USE BON TERRA TYPE C2 OR NORTH AMERICAN GREEN TYPE C125 EROSION CONTROL BLANKETS. USE A MINIMUM OF TWO INCHES STRAW MULCH OR NORTH AMERICAN GREEN TYPE S150 FOR SLOPES FLATTER THAN 3H:1V AND GREATER THAN 6H:1V. SLOPES FLATTER THAN 6H:1V USE ONE INCH STRAW MULCH, HYDROSEED WITH HYDROMULCH AND TACKIFIER. SLOPE PROTECTION SHALL BE PLACED ON ALL DISTURBED AREAS IMMEDIATELY AFTER COMPLETION OF EACH SECTION OF CONSTRUCTION ACTIVITY, UNTIL THE EROSION CONTROL SEEDING HAS BEEN ESTABLISHED.

AS AN OPTION DURING TEMPORARY OR SEASONAL WORK STOPPAGES, A SIX-MIL HDPE PLASTIC SHEET MAY BE PLACED ON EXPOSED SLOPES. THE PLASTIC SHEET SHALL BE PROVIDED WITH AN ANCHOR TRENCH AT THE TOP AND BOTTOM OF THE SLOPE, AND SHALL BE SANDBAGGED ON THE SLOPES AS REQUIRED TO PREVENT

DAMAGE OR DISPLACEMENT BY WIND.

CITY OF SALEM EROSION CONTROL NOTES - CITY OF SALEM PWSD SECTION 007

1"=20'

1 CONSTRUCTION ENTRANCE

2 SEDIMENT FENCE

3 BIO-FILTER BAG AT INLTETS

NO. REVISION DATE

CHECKED BY:

DRAWN BY:

SCALE:

JOB NO.

DATE:

SHEET NUMBER:

SHEET TITLE:

SET TITLE:

STAMP:

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NC

07/09/2025

25-1233

EROSION PREVENTION

AND SEDIMENT

CONTROL - DETAILS

C-403

N/A

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NTS

NL NIGHT LIGHT CIRCUIT

PUBLIC ADDRESS

NEW, POINT OF CONNECTION

EQUIPMENT DESIGNATOR SEE SCHEDULE.

TRANSFORMERXFMR

WEATHERPROOFWP

WATTSW

VAPORPROOFVP

VOLT-AMPEREVA

VOLTAGEV

UNINTERRUPTIBLE POWER SUPPLYUPS

UNDERGROUNDUG

TYPICALTYP

TELEVISIONTV

TELEPHONE TERMINAL CABINETTTC

TELEPHONE TERMINAL BOARDTTB

TAMPERPROOFTP

TIME DELAYTD

SWITCHSW

SOLENOID VALVESV

STARTERSTR

SUB-DISTRIBUTION PANELSDP

POWERPWR

POLYVINYL CHLORIDEPVC

PANELBOARDPNL

POWER FACTORPF

PHOTOELECTRIC CELLPE

PA

NOT IN CONTRACTNIC

MANUAL TRANSFER SWITCHMTS

MEDIUM VOLTAGEMV

MAIN LUGS ONLYMLO

METAL HALIDEMH

MECHANICALMECH

MAIN DISTRIBUTION PANELMDP

MOTOR CONTROL CENTERMCC

MAIN CIRCUIT BREAKERMCB

MINIMUM CIRCUIT AMPACITYMCA

MASTER ANTENNA TELEVISIONMATV

LOW VOLTAGELV

LIGHTINGLTG

LIGHTNING ARRESTORLA

KILOVOLT-AMPERE REACTIVEKVAR

KILOVOLT-AMPEREKVA

KILOVOLTKV

KILOWATT HOURKWH

KILOWATTKW

JUNCTION BOXJB

INCANDESCENTINC

ISOLATED GROUNDIG

HERTZHZ

HIGH VOLTAGEHV

HIGH PRESSURE SODIUMHPS

HORSEPOWERHP

GROUNDGND

GALVANIZED RIGID CONDUITGRC

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FAULT INDICATORGFI

GROUND FAULT PROTECTIONGFP

INSTALLED BY OWNER

FURNISHED BY OWNERFOIO

INSTALLED BY CONTRACTOR

FURNISHED BY OWNERFOIC

INSTALLED BY CONTRACTOR

FURNISHED BY CONTRACTORFCIC

FLUORESCENTFLUOR

FULL LOAD AMPSFLA

FIRE ALARMFA

ELECTRIC WATER COOLEREWC

EMERGENCY POWER OFFEPO

EXPLOSION PROOFEP

ELECTRICAL METALLIC TUBINGEMT

EMERGENCYEM

DOWNDN

COPPERCU

CURRENT TRANSFORMERCT

CEILINGCLG

CIRCUITCKT

CLOSED CIRCUIT TELEVISIONCCTV

CONDUITC

CIRCUIT BREAKERCB

AUTOMATIC TRANSFER SWITCHATS

ARCHITECT / ARCHITECTURALARCH

ALUMINUMAL

AMPERE (AMP)A

AMERICANS DISABILITIES ACTADA

NOTE

EXISTING TO BE RELOCATED, FUTURE

EXISTING TO REMAIN, EXISTING TO BE REMOVED

AMERICAN WIRE GAUGEAWG

ABOVE FINISHED FLOORAFF

LIGHT EMITTING DIODELED

MAXIMUM OVERCURRENT PROTECTIONMOCP

VARIABLE FREQUENCY DRIVEVFD

MAXIMUMMAX

MINIMUMMIN

INVERTERINV

LIGHTING RELAY CONTROL PANELLRC

CATEGORY CABLECAT

GENERATORGEN

DESIGNATION SYMBOLS

ABBREVIATIONS - ELECTRICAL

GENERAL NOTES:

A. THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY APPEAR ON THIS SHEET

THAT DO NOT APPEAR ON THE DRAWINGS.

F

X

N

R

E

DISHWASHERDW

GARBAGE DISPOSALGD

MICROWAVEMW

REFRIGERATORREF

CIRCUIT BREAKER, WITH GROUND FAULT PROTECTION, DRAW OUT

GFP

DISTRIBUTION SWITCHBOARD / PANELBOARD, WITH INTERNAL BUS

T T SERVICE TRANSFORMER, WITH VAULT

XXXX FEEDER CONTINUATION CALLOUT, FEEDER TAG

METER: UTILITY, BASIC, ADVANCED, POWER QUALITY

SPD

SWITCH, FUSED SWITCH

SURGE PROTECTIVE DEVICE, PUSH BUTTON

F DISCONNECT, FUSED DISCONNECT

MOTOR, MOTOR WITH CONTROLLER, MOTOR WITH STARTER

UTILITY POLE

PV ARRAY, INVERTER

FEEDER: DROP, RISE, CAP, BREAK, CONTINUATION

POWER - SINGLE LINE DIAGRAM & RISER

X

XX.XX

M M

TRANSDUCER: CURRENT, POTENTIAL (VOLTAGE), COMBINED

M M

B A PQ

CT PT

T

PANEL

NAME

TRANSFORMER

MCB

PANELBOARD

PANEL INCOMING DESIGNATOR: MLO UNLESS MARKED MCB

AMPACITY (AMPS)

CALCULATED AVAILABLE SHORT-CIRCUIT CURRENTXX,XXX

SECONDARY DAYLIGHT ZONESDZ

PRIMARY DAYLIGHT ZONEPDZ

CHECKED BY:

DRAWN BY:

SCALE:

JOB NO.

DATE:

SHEET NUMBER:

SHEET TITLE:

SET TITLE:

STAMP:

/9

/2

:3

:1

A

M A u to d e s k D o c s /2

-2

O re g o n D

A S

F le e t

S e rv ic e s S o la r/ -2

O re g o n D

A S

F le e t

S e rv ic e s

E le c .r v t

NONE

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-6

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E0.01

SYMBOLS, LEGENDS

AND ABBREVIATIONS -

ELECTRICAL

JAK

CJF

25-1233

07/09/2025

BID SET

NO. REVISION DATE

ELECTRICAL SHEET LIST

SHEET # SHEET NAME

E0.01 SYMBOLS, LEGENDS AND ABBREVIATIONS - ELECTRICAL

E0.10 SITE PLAN - ELECTRICAL

E7.01 ONE LINE DIAGRAM - ELECTRICAL

Grand total: 3

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EXPIRES: 06/30/2027

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86436PE

OREGON

J

A N . 10 , 2

0 17JE

SSICA A . KAPLA

N

07/09/2025

D/W

HCR

30FT GATE

R

Y A

N D

R

IV

E S

E

#2

F O

V

LT

EVLT

EXISTING CONDUIT

PANEL AC-PV

INVERTER

INVERTERS

INVERTER

EXISTING JUNCTION

BOX

N 3

REFERENCE CIVIL PLAN FOR TOPOGRAPHY

CHECKED BY:

DRAWN BY:

SCALE:

JOB NO.

DATE:

SHEET NUMBER:

SHEET TITLE:

SET TITLE:

STAMP:

/9

/2

:3

:1

A

M A u to d e s k D o c s /2

-2

O re g o n D

A S

F le e t

S e rv ic e s S o la r/ -2

O re g o n D

A S

F le e t

S e rv ic e s

E le c .r v t

1" = 20'-0"

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E0.10

SITE PLAN -

ELECTRICAL

JAK

CJF

25-1233

07/09/2025

BID SET

NO. REVISION DATE

1" = 20'-0"

1 SITE PLAN - ELECTRICAL

1. PROVIDE AUXILIARY GROUNDING ELECTRODE AT

EACH PV GROUND MOUNT STRUCTURE. BOND

ELECTRODE ACCORDING TO NEC 690.47.(B).

2. CONTRACTOR TO PROVIDE GROUND MOUNT PV

RACKING SYSTEM (BASIS OF DESIGN: SUNMODO SUN

TURF) WITH HELICAL AUGER TYPE FOOTINGS.

3. PROVIDE NEW CONDUIT FROM EXISTING JUNCTION

BOX. REFER TO ONE LINE DIAGRAM FOR CONDUIT AND

CONDUCTOR SIZING INFORMATION.

4. MOUNT AC-PV PANELBOARD TO THE BACK OF THE

GROUND MOUNT RACKING SYSTEM.

NOTES:

GENERAL NOTES:

A. SOLAR PHOTOVOLTAIC SYSTEM IS DELEGATED

DESIGN BY SOLAR DESIGN BUILD CONTRACTOR. SEE

ONE-LINE DIAGRAM FOR NOMINAL RATED POWER

OUTPUT OF ARRAY AND SPECIFICATION 263100 FOR

MINIMUM EXPECTED ANNUAL ENERGY PRODUCTION.

B. TILT: 20 DEGREES. AZIMUTH: 180 DEGREES (SOUTH).

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EXPIRES: 06/30/2027

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86436PE

OREGON

J

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SSICA A . KAPLA

PV INVERTER

50KW

139.5A MAX AC

CURRENT OUTPUT

PV INVERTER

50KW

139.5A MAX AC

CURRENT OUTPUT

PV INVERTER

50KW

139.5A MAX AC

CURRENT OUTPUT

PV INVERTER

50KW

139.5A MAX AC

CURRENT OUTPUT

700A 3P

M 2500A 3P

T

EV2 MDP

2500A

208/3PH

4 WIRE

175A 3P

175A 3P

175A 3P

175A 3P

700A 3P

(4) STRINGS OF 12

MODULES EACH

(4) STRINGS OF 14

MODULES EACH

(8) STRINGS

OF 15

MODULES

EACH

(8) STRINGS

OF 15

MODULES

EACH

448 MODULES

BASIS OF DESIGN:

CANADIAN SOLAR

CS6Y-575

(1500V)

(575W EACH)

OPTIMIZERS

BASIS OF DESIGN:

SOLAR EDGE

TWO PER MODULE

INVERTERS

BASIS OF DESIGN:

SOLAR EDGE

SE50KUS

CELLULAR CONNECTED OPTION

AC-PV

COMBINER PANEL

208/120V

800 AMP BUS

NEMA 3R

INCOMING

SECTION

NET

UTILITY

METER

PV

BREAKER

SWITCHBOARD

MAIN BREAKER

...ETC

E

E

A. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED

AS EXISTING.

B. BASIS OF DESIGN PV SYSTEM SHOWN IS 257.6 KW DC.

GENERAL NOTES:

PROVIDE NEW

BREAKER IN

EXISTING SPACE

USE EXISTING 4"

CONDUIT

EXTEND EXISTING

CONDUIT

(12) 350 MCM

(1) 2/0 AWG GROUND

(3) 3" (MIN.) CONDUIT

(4) 2/0 AWG

(1) 6 AWG GROUND

(1) 2" (MIN.) CONDUIT

(4) 2/0 AWG

(1) 6 AWG GROUND

(1) 2" (MIN.) CONDUIT

(4) 2/0 AWG

(1) 6 AWG GROUND

(1) 2" (MIN.) CONDUIT

(4) 2/0 AWG

(1) 6 AWG GROUND

(1) 2" (MIN.) CONDUIT

PV AC DISCONNECT

800AS

208V, 3-PHASE

NEMA 3R

BID ALTERNATE 1

1. CONTRACTOR TO CONFIRM FINAL INTERCONNECTION

CONFIGURATION WITH PGE. PROVIDE ALTERNATE

PRICING FOR ADDITIONAL EXTERIOR LOCKABLE

VISIBLE KNIFE-BLADE DISCONNECT SWITCH AND

EXTERIOR NET UTILITY METER IF REQUIRED BY PGE.

NOTES:

(4) STRINGS OF 12

MODULES EACH

(4) STRINGS OF 14

MODULES EACH

200A

200A

200A

CHECKED BY:

DRAWN BY:

SCALE:

JOB NO.

DATE:

SHEET NUMBER:

SHEET TITLE:

SET TITLE:

STAMP:

/9

/2

:3

:1

A

M A u to d e s k D o c s /2

-2

O re g o n D

A S

F le e t

S e rv ic e s S o la r/ -2

O re g o n D

A S

F le e t

S e rv ic e s

E le c .r v t

NONE

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E7.01

ONE LINE DIAGRAM -

ELECTRICAL

JAK

CJF

25-1233

07/09/2025

BID SET

NO. REVISION DATE

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EXPIRES: 06/30/2027

P

A

I

86436PE

OREGON

J

A N . 10 , 2

0 17JE

SSICA A . KAPLA