2026-MPW-162-20260518_DWG_PC_Annex_EV_Infrastructure_-_CD_Dwgs.pdf

VICINITY MAP

SECURITY ENGINEER:

HARGIS ENGINEERS INC.

1201 THIRD AVE., SUITE 600

SEATTLE, WA 98101

PH: (206) 727-6530

RECORD ENG: BEN HELMS, P.E.

PM CONTACT: BEN HELMS

ben.helms@hargis.biz

BUILDING DATA

PROJECT TEAM

SCOPE AND CODE

PIERCE COUNTY - ANNEX

EVSE SERVICE

PROJECT NUMBER: 24-00003

PIERCE COUNTY ANNEX

2401 S 35TH ST

TACOMA, WA 98409

CD SET

APRIL 17, 2026

SHEET LIST

ELECTRICAL ENGINEER (PRIME):

HARGIS ENGINEERS INC.

1201 THIRD AVE., SUITE 600

SEATTLE, WA 98101

PH: (206) 448-3376

RECORD ENG: DOUG SVEE, P.E.

PM CONTACT: MARK MERRITT

MARK.MERRITT@HARGIS.BIZ

PROJECT SITE

GENERAL:

G0.01 PROJECT COVER SHEET

CIVIL:

C1.00 CIVIL SITE PLAN

C1.01 CIVIL SITE DETAILS

C2.00 CIVIL ENLARGED FENCE PLAN

C2.01 CIVIL GATE AND FENCE DETAILS

C2.02 CIVIL GATE AND FENCE DETAILS

ELECTRICAL:

E0.01 ELECTRICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

E0.02 ELECTRICAL SCHEDULES

E1.01 SITE PLAN

E1.02 ENLARGED POWER SITE PLAN

E1.03 ENLARGED SECURITY SITE PLAN

E3.01 POWER FLOOR PLAN

E6.01 SECURITY FLOOR PLAN

E7.01 ENLARGED EQUIPMENT YARD

E8.01 ELECTRICAL DETAILS

E8.02 ELECTRICAL DETAILS

E8.03 ELECTRICAL DETAILS

E8.04 SECURITY DETAILS

E9.01 PARTIAL POWER ONE-LINE DIAGRAMS

E9.02 SECURITY ONE-LINE DIAGRAM

E9.03 SECURITY ONE-LINE DIAGRAM

E9.04 SECURITY ONE-LINE DIAGRAM

E10.01 PANEL SCHEDULES - EV SERVICE

E10.02 PANEL SCHEDULES - ANNEX

SCOPE OF WORK SUMMARY:

THE PROJECT SCOPE INCLUDES ADDING A NEW TACOMA POWER

SERVICE FOR ELECTRIC VEHICLE CHARGING STATIONS (EVCS) IN

THE FENCED AREA OF THE PARKING LOT ADJACENT TO THE PIERCE

COUNTY ANNEX BUILDING. THE SERVICE WILL BE SIZED FOR A

FUTURE TOTAL INSTALLATION OF (90) LEVEL 2 ELECTRIC VEHICLE

CHARGING STATIONS AND (3) LEVEL 3 DC FAST CHARGERS. THE

SCOPE OF THIS PROJECT WILL INCLUDE THE INSTALLATION OF (15)

LEVEL 2 ELECTRIC VEHICLE CHARGING STATIONS AND (2) LEVEL 3

DC FAST CHARGERS. THE CHARGING STATIONS WILL BE OWNER

FURNISHED, CONTRACTOR INSTALLED (OFCI). THE PROJECT ALSO

INCLUDES NEW ELECTRICAL DISTRIBUTION EQUIPMENT TO FEED

THE EVCS. A NEW MOTORIZED GATES WILL BE PROVIDED AT THE

SOUTH-EAST PORTION OF THE YARD AND A MANUAL VEHICLE GATE

AND REVISED FENCING WILL BE PROVIDED AT THE NORTH-WEST

PORTION OF THE YARD. THE EXISTING PEDESTRIAN GATE AT THE

SOUTH-WEST PORTION OF THE YARD WILL BE MODIFIED WITH

ACCESS CONTROL.

BID ALTERNATE #1:

UNDER BID ALTERNATE #1, PROJECT SCOPE INCLUDES ADDING (5)

SECURITY CAMERAS, ONE-REACH DEVICES ON BOTH THE IDF AND

CAMERA SIDES, AND ALL CABLING TO CONNECT THE CAMERAS TO

THE OWNER PROVIDED SWITCH IN THE TELECOMMUNICATIONS

ROOM. SEE SHEETS E0.02, E1.03, E8.04, AND E9.02 FOR ADDITIONAL

INFORMATION.

DESIGN CODES:

THIS PROJECT SHALL ADHERE TO THE FOLLOWING GOVERNING CODES,

INCLUDING WASHINGTON STATE AND CITY OF TACOMA AMENDMENTS:

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2021 WASHINGTON STATE ENERGY CODE

2021 NATIONAL ELECTRICAL CODE

WASHINGTON STATE ACCESSIBILITY CODE

PARCEL NUMBER: 7005000521

JURISDICTION: TACOMA, WASHINGTON

PROJECT LOCATION: TACOMA, WASHINGTON

LEGAL DESCRIPTION: SECTION 07 TOWNSHIP 20 RANGE 03 QUARTER 44

PRESCOTT PARK BEG AT SW COR OF L 1 B 16 TH N

ON W LI OF L 1 B 14 & 12 TO NW COR OF L 1 B 12 OF

TH W ON N LI OF SD BLK 12 & N LI OF BLK 21

JUNETTS ADD TO NW COR OF L 11 B 21 OF JUNETTS

ADD TH S ON W LI OF L 11 B 21, 22 & 27 TO SW COR

OF L 11 B 27 TH E ON S LI OF SD B 27 OF JUNETTS

ADD & S LI OF B 16 OF PRESCOTT PARK ADD TO BEG

INC VAC STS & ALLEYS TOG/W W 10 FT OF L 17 L 18 &

E 5 FT OF L 19 B 10 INC POR OF VAC ALLEY OUT OF

008-6 & 052-0 SEG L-0940 BM

PROJECT PARKING AREA

SQUARE FOOTAGE: 41,000

N

PARCEL MAP

N

PROPERTY LINE

PROJECT AREA

CIVIL ENGINEER:

KPFF CONSULTING ENGINEERS

612 WOODLAND SQUARE LOOP SE, SUITE 100

LACEY, WA 98503

PH: (360) 292-7230

RECORD ENG: MARK STEEPY, P.E.

PM CONTACT: CLINT PIERPOINT

clint.pierpoint@kpff.com

PIERCE COUNTY COUNCIL:

DAVE MORELL

PAUL HERRERA

AMY CRUVER

RYAN MELLO

MARTY CAMPELL

JANI HITCHEN

ROBYN DENSON

DISTRICT 1

DISTRICT 2 VICE CHAIR

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6 CHAIR

DISTRICT 7

CLIENT:

TACOMA, WA 98402

1501 MARKET STREET SUITE 450

PIERCE COUNTY FACILITIES MANAGEMENT

PRIMARY CONTACT: COREY ZANUTTINI,

PROJECT MANAGER

PH: (253) 722-4134

SECONDARY CONTACT: HENRY NGUYEN,

CONSTRUCTION PROJECT MANAGER 1

PH: (253) 202-4183

SECONDARY CONTACT: KARL IMLIG,

FM DIRECTOR

PH: (253) 798-2566

SECONDARY CONTACT: RYAN M. MELLO,

PIERCE COUNTY EXECUTIVE

PH: (253) 798-6602

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APPROVED BY

PROJECT NO.

CHECKED BY

DRAWN BY

HARGIS PROJECT NO.

SHEET TITLE

SHEET NUMBER

REV. RELEASE DATE

CD SET 04/17/26

24-00003 24095.03

ZT

MM

DS

PROJECT COVER

SHEET

G0.01

Zach.Thorson Snapshot

EXISTING

EXISTING

T

EV EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEV

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H H

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APPROVED BY

PROJECT NO.

CHECKED BY

DRAWN BY

HARGIS PROJECT NO.

SHEET TITLE

SHEET NUMBER

REV. RELEASE DATE

CD SET 04/17/26

24-00003 24095.03

EJE/ERD

CDP

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PR OF E S S I ON A L E NG I NEER

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SCALE

0 20 40

LEGEND

TRENCHING LIMITS

CHARGING STATION PER ELECTRICAL

VAULT PER ELECTRICAL

BOLLARD

PANEL PER ELECTRICAL

CALL BOX FOOTING

HAND HOLE PER ELECTRICAL

C1.00

CIVIL SITE PLAN

1. TRENCH AND EXCAVATION RESTORATION PER

DETAIL A ON SHEET C1.01

2. SEE SHEET C2.00-C2.02 FOR SECURITY FENCE

LAYOUT DETAILS.

3. SEE E SERIES FOR ELECTRICAL PLANS.

4. CONTRACTOR SHALL CONFIRM ALL LOCATIONS OF

PROPOSED IMPROVEMENTS WITH ENGINEER PRIOR

TO ANY DEMOLITION OR OCCURRENCE OF WORK.

5. CONTRACTOR SHALL COORDINATE AND OBTAIN

APPROVAL FROM THE PROJECT TEAM FOR ALL

TRAFFIC, ACCESS , PARKING SHUTDOWNS, AND

DISRUPTIONS, INCLUDING SCHEDULE AND PHASING

PLANS.

6. CONTRACTOR TO SUBMIT EV STALL LETTERING

LAYOUT PRIOR TO INSTALLATION.

NOTES:

A C1.01

B C1.01

GENERAL TESC NOTES

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION.

2. THE IMPLEMENTATION OF THIS TESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC BMPS IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS

COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.

3. EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THIS PLAN. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT

MIGRATION OF SILTS TO OFF-SITE PROPERTIES

4. CONSTRUCT THE TESC BMPS SHOWN ON THIS PLAN IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER

THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.

5. THE TESC BMPS SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.

DURING THE CONSTRUCTION PERIOD, UPGRADE THESE TESC BMPS AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.

6. THE CONTRACTOR SHALL MAKE DAILY SURVEILLANCE OF ALL EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS TO THE EROSION CONTROL MEASURES. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY BY THE PROJECT ENGINEER.

7. INSPECT AND MAINTAIN THE TESC BMPS ON INACTIVE SITES A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT (I.E. A 24-HOUR STORM EVENT WITH A 10-YR OR GREATER

RECURRENCE INTERVAL).

8. DURING THE WET SEASON, NOVEMBER TO MARCH, ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, COVERING THE EFFECTED AREA, INCLUDING SPOIL PILES, WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH, OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS.

9. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY TO MAKE SURE VEGETATIVE COVERAGE IS

COMPLETE. AREAS SHALL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED.

10. TRACKING OF SOIL OFF-SITE WILL NOT BE ALLOWED. IF ANY SOIL IS TRACKED ONTO A PUBLIC STREET IT SHALL BE REMOVED BY THE END OF THAT WORKING DAY. ANY FURTHER TRACKING OF MUD WILL THEN BE PREVENTED BY

SWEEPING OR WASHING OF THE VEHICLE'S TIRES BEFORE DRIVING ON A PUBLIC STREET.

11. NO MORE THAN 500 LF OF TRENCH ON A DOWNSLOPE OF MORE THAN 5% SHALL BE OPENED AT ONE TIME.

12. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.

13. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANOR THAT WILL NOT ADVERSELY AFFECT FLOWING

STREAMS, DRAINAGE SYSTEMS, OR OFF-SITE PROPERTIES.

14. ALL STORM SEWER INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM.

15. ALL OFF-SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE SITE SHALL BE PROTECTED FROM SILTATION.

GENERAL CONSTRUCTION NOTES:

1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH PIERCE COUNTY STANDARDS AND THE MOST CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). IN CASES OF CONFLICT, THE MOST STRINGENT STANDARD SHALL APPLY.

2. THE CONTRACTOR SHALL BE IN COMPLIANCE WITH ALL SAFETY STANDARDS AND REQUIREMENTS AS SET FORTH BY

OSHA, WISHA AND THE STATE OF WASHINGTON, DEPARTMENT OF LABOR AND INDUSTRIES.

3. ALL APPROVALS AND PERMITS REQUIRED BY CITY OF TACOMA SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO

THE START OF CONSTRUCTION.

4. A PRE-CONSTRUCTION MEETING SHALL BE HELD A MINIMUM 72 HOURS PRIOR TO ON-SITE MOBILIZATION & THE START

OF CONSTRUCTION.

5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.

THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 NOT LESS THAN TWO BUSINESS DAYS AND NOT MORE THAN 10 BUSINESS DAYS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE

UTILITIES HAVE BEEN LOCATED.

6. TEMPORARY ASPHALT PATCHING CAN BE ALLOWED BY THE ENGINEER AS NEEDED TO FACILITATE PARKING LOT ACCESS AND CIRCULATION. CONTRACTOR SHALL SUBMIT PLAN AND DETAILS FOR ENGINEER REVIEW. CONTRACTOR

SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (ALL APPLICABLE “K” PLANS) AND/OR THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PRIOR TO DISRUPTION OF ANY TRAFFIC, ACCESS PARKING, A TRAFFIC CONTROL PLAN, AND WORK PHASING PLAN SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL AND WORK

PHASING PLAN IS IN PLACE.

8. EROSION CONTROL/WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION 1-07.15 OF THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE PIERCE COUNTY STORMWATER DESIGN MANUAL. AT NO TIME WILL SILTS AND DEBRIS BE ALLOWED TO DRAIN OFF-SITE OR INTO AN EXISTING OR NEWLY INSTALLED FACILITY UNLESS SPECIAL PROVISIONS HAVE BEEN DESIGNED.

9. ALL SURVEYING AND STAKING SHALL BE PERFORMED BY A LICENSED SURVEYOR OF WASHINGTON STATE.

10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF AN APPROVED SET OF PLANS AND

SPECIFICATIONS ON THE CONSTRUCTION SITE AT ALL TIMES.

11. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER, OWNER, AND

PIERCE COUNTY.

12. PRIOR TO BACKFILL ALL UTILITIES AND FOOTINGS SHALL BE INSPECTED BY THE PROJECT ENGINEER. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE

ENGINEER, COUNTY, OR SPECIAL INSPECTOR FOR THE REQUIRED INSPECTIONS.

EQUIPMENT YARD

PER ELECTRICAL

VAULT PER ELECTRICAL

VAULT PER

ELECTRICAL

PRESERVE & PROTECT

EX BUILDING PANEL EV1-1 PER

ELECTRICAL

VAULT PER ELECTRICAL

FUTURE CHARGER PER

ELECTRICAL

PHASE 1 CHARGER PER

ELECTRICAL (TYP)BOLLARD (TYP)

CENTER CHARGER

IN PARKING STALL

CENTER CHARGER

BETWEEN PARKING

STALLS (TYP)

STRIPE EV STALLS WITH 4'

WIDE BRIGHT GREEN

PAINT (TYP)

EX EV CHARGER

TO REMAIN

EX EV CHARGER

TO REMAIN

EX FENCES TO REMAIN

EX BUILDING

TO REMAIN 6.5' O.C.

(TYP)

4'

6.7' O.C.

(TYP)

1' FROM EX FENCE

PIERCE COUNTY

ANNEX

4' SAWCUT

(TYP)

3' TRENCH WIDTH FOR

CHARGER & PANEL (TYP)

PRESERVE & PROTECT EX LIGHT

POLE TO REMAIN. CONNECT TO EX

LIGHT POLE. SEE ELECTRICAL PLANS

PRESERVE & PROTECT EX

STORMWATER FACILITY

(LOCATION APPROXIMATE)

EX PEDESTRIAN GATE

TO REMAIN

12' AUTOMATIC SLIDE

GATE. SEE SHEET C2.00

LIGHT POLE PER

ELECTRICAL

4" WIDE WHITE STRIPING 2'

O.C. DIAGONAL AS SHOWN

4' (TYP)

4' (TYP)

4' SAWCUT

(TYP)

12' MANUAL SLIDE GATE.

SEE SHEET C2.00

NEW POLE PER

DIVISION 26

PRESERVE & PROTECT EX BUILDING.

STUB UP CONDUIT FOR BUILDING

CONNECTION. SEE ELECTRICAL

PLANS FOR CONTINUATION

BOLLARD (TYP)

GATE OPERATOR. SEE

SHEET C2.00

SECURITY FENCE. SEE

SHEET C2.00 (TYP)

EX FENCES TO REMAIN

VAULT PER ELECTRICAL

24" TALL 4" WIDE

BRIGHT GREEN PAINT

MARKING FOR EV

STALLS (TYP)

4' SAWCUT (TYP)

PLANNED TACOMA PUBLIC

UTILITIES SERVICE POLE

LOCATION. SEE

ELECTRICAL PLANS

PRESERVE & PROTECT EX CURB. TUNNEL

UTILITIES BENEATH CURB. IF CURB IS DAMAGED,

REMOVE & REPLACE IN LIKE & KIND (TYP)

CALL BOX FOOTING. SEE

ELECTRICAL PLANS FOR

CARD READER

PRESERVE & PROTECT EX

LIGHT POLE TO REMAIN

9' (TYP)

REPAINT PARKING STALL

STRIPING. MATCH EX 4"

WIDE WHITE PAINT LINES

(TYP)

REPAINT PARKING STALL.

MATCH EX 4" WIDE WHITE

PAINT LINES (TYP)

PRESERVE & PROTECT EX CURB.

TUNNEL UTILITIES BENEATH CURB.

IF CURB IS DAMAGED, REMOVE &

REPLACE IN LIKE & KIND (TYP)

PRESERVE & PROTECT EX CURB. TUNNEL

UTILITIES BENEATH CURB. IF CURB IS DAMAGED,

REMOVE & REPLACE IN LIKE & KIND (TYP)

4' (TYP) 2' (TYP)

2.5' (TYP)

CALL BOX FOOTING. SEE

ELECTRICAL PLANS FOR

CARD READER

CALL BOX FOOTING. SEE

ELECTRICAL PLANS FOR

CARD READER

C C1.01

STORAGE COURT

OF TACOMA

(6) BOLLARDS PER DETAIL B ON

DWG C1.01 WITH 1' SEPARATION

FROM EXISTING CURB EDGE TO

BOLLARD EDGE

3' CENTER TO

CENTER(TYP)0.5' (TYP)

REPLACE CURB AS NEEDED FOR

BOLLARD INSTALLATION

VAULT PER ELECTRICAL

HH

HAND HOLE PER

ELECTRICAL

HAND HOLE PER ELECTRICAL

HAND HOLE PER

ELECTRICAL

HAND HOLE PER

ELECTRICAL

APPROVED BY

PROJECT NO.

CHECKED BY

DRAWN BY

HARGIS PROJECT NO.

SHEET TITLE

SHEET NUMBER

REV. RELEASE DATE

CD SET 04/17/26

24-00003 24095.03

EJE/ERD

CDP

BAL

PR OF E S S I ON A L E NG I NEER

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ASPHALT RESTORATION NOTES:

A. CONTROLLED DENSITY BACKFILL, CDF, WILL BE REQUIRED AS A BACKFILL MATERIAL; OR

B. SELECT BACKFILL MEETING THE REQUIREMENTS OF THE STD SPEC 9-03.19 COMPACTED

TO 95% DENSITY AND PLACED IN A MAXIMUM 6" LIFTS. WRITTEN VERIFICATION OF COMP

ACTION, BASED ACCEPTABLE TESTING METHODS, AND PLACEMENT OF THE BACKFILL WILL BE

REQUIRED; OR

C. NATIVE MATERIAL MAY BE USED AS BACKFILL MATERIAL IF COMPLIES WITH STANDARD SPECIFICATION

1. SEE ELECTRICAL TRENCHING DETAILS OR E SERIES SHEETS.

2. ALL MATERIALS, WORKMANSHIP, AND INSTALLATION SHALL BE IN CONFORMANCE WITH THE WSDOT STANDARD SPECIFICATIONS

FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.

3. KEEP TRENCH BOTTOM COMPACTED WITH UNIFORM GRADE. NO TEMPORARY SUPPORTS, I.E. BLOCKS, WILL BE ALLOWED TO

SUPPORT PIPE. TRENCH BOTTOM SHALL BE TO GRADE PRIOR TO PIPE INSTALLATION.

4. RESTORATION SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING:

ALL PATCHES SHALL BE ROLLER COMPACTED. STEEL WHEEL ROLLERS SHALL BE NO WIDER THAN TRENCH PATCH WIDTH. SHOW

THE MATERIAL MEETS THE REQUIREMENTS AS SPECIFIED ABOVE.

EMULSIFIED ASPHALT GRADE CSS-1 TACK

SHALL BE APPLIED TO EDGES OF EXISTING

PAVEMENT. ALL JOINTS SHALL BE SEALED

USING PAVING ASPHALT AR4000W OR

APPROVED EQUAL.

EXISTING A.C. PAVEMENT

SAWCUT EXISTING

PAVEMENT (TYPICAL)

MINIMUM 0.25' HMA (COMPACTED

DEPTH) OR EXISTING PLUS 0.08',

WHICHEVER IS GREATER APPLIED IN

MAXIMUM 0.25' LIFTS

TRENCH BACKFILL SHALL MEET THE

STANDARD SPECIFICATION FOR

BANK RUN GRAVEL 9-03.19

FOUNDATION TYPICAL. REQUIRED

ONLY WHEN UNSUITABLE

MATERIAL IS ENCOUNTERED AND

AS THE ENGINEER DIRECTS.

6" CRUSHED SURFACING TOP

COURSE COMPACTED TO 95% PER

WSDOT STD SPEC 9-03.9(3)

.5' MIN

TYP

4.

ALL ELECTRICAL AND TELECOM

CONDUITS SHALL BE INSTALLED

WITH CONTINUOUS DETECTABLE

INDICATOR PER ELECTRICAL PLANS.

3' MIN

2' M

IN

SCALE: NTS

POWER AND TELECOM TRENCH AND EXCAVATION RESTORATION A

6" CRUSHED SURFACING BASE

COURSE COMPACTED TO 95% PER

WSDOT STD SPEC 9-03.9(3)

6"

2"

#120 RED CDF CONCRETE

ENCASEMENT

ELECTRICAL CONDUIT

AND CONDUIT SPACER

PER ELECTRICAL PLANS

EXISTING CURB

3'

1" M

IN

STEEL CAP PLATE

1/2" REFLECTIVE TAPE (TYP.)

2" 1/

2"

2' -8

4" M

IN

1/8

CONCRETE FOOTING ~

COMMERCIAL CONCRETE PER

WSDOT STD SPEC 6-02.3(2)B

STEEL PIPE ~ ASTM A 53, NPS 6

(6" NOM.), SCHEDULE 80

CEMENT CONCRETE FILLED

4" M

IN

1/2" REFLECTIVE TAPE (TYP.)

POST

SECTION A

SCALE:

B

BOLLARD

N.T.S.

POST

ROUND FOOTING SQUARE FOOTING

1.5'

1.5' DIAM.

A

A

PAINT ASSEMBLY WITH A "HIGHLY VISIBLE" COLOR.

(SAFETY YELLOW IS ACCEPTABLE)

3'2' -8

6" x 1/4" DIAM. STEEL BAR

4"

NOTE:

1. THE BOLLARD SHALL BE PAINTED SAFETY YELLOW.

2. THE BOLLARD SHALL BE INSTALLED PER WSDOT

STD. PLAN H-60.10-01.

5/16" DRILLED HOLE

FRONT VIEW SIDE VIEW

4.

5'

SCALE:

C

CALL-BOX FOOTING

NTS

2' -0

2'-0"

2'-0" X 2'-0" 3000 PSI CONCRETE

FOOTING W/ #4 REINF @ 8"

OC EW

CARD READER ABOVE. SEE ELECTRICAL PLANS

PLAN

SEE ELECTRICAL FOR CARD

READER

CONC. FOOTING PER PLAN

#4 60KSI REINF @ 8" OCEW

SECTION

6"

3" C

LR

3" CLR

6" 6"

MOUNT PEDESTAL ON

ROADSIDE WITH CALL BOX

ALIGNED WITH EDGE OF

FOOTING

6" CSBC PER WSDOT STD SPEC 9-03.9(3)

C1.01

CIVIL SITE DETAILS

0.75' COMPACTED DEPTH MULCHED

AND SEEDED NATIVE BACKFILL PER

WSDOT STD SPEC 8-02.3(9)

EXISTING LANDSCAPE

LANDSCAPE RESTORATION NOTES:

1. ALL MATERIALS, WORKMANSHIP, AND INSTALLATION SHALL BE IN CONFORMANCE WITH THE WSDOT STANDARD SPECIFICATIONS

FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.

2. KEEP TRENCH BOTTOM COMPACTED WITH UNIFORM GRADE. NO TEMPORARY SUPPORTS, I.E. BLOCKS, WILL BE ALLOWED TO

SUPPORT PIPE. TRENCH BOTTOM SHALL BE TO GRADE PRIOR TO PIPE INSTALLATION.

1'

12' 4'

20'

APPROVED BY

PROJECT NO.

CHECKED BY

DRAWN BY

HARGIS PROJECT NO.

SHEET TITLE

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REV. RELEASE DATE

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A, W

A

REMOVE 36 LF OF EXISTING FENCE

AND EXISTING SWING GATE.

INSTALL 12' SLIDING VEHICLE GATE

AND FOUNDATION (AUTOMATIC,

RIGHT OPEN) PER DETAIL 3 ON

DWG C2.02.

INSTALL HYSECURITY GATE

OPERATOR OR APPROVED EQUAL

REMOVE 68 LF OF EXISTING FENCE

TO INCLUDE MANUAL SWING GATE.

EXISTING POSTS TO BE CUT FLUSH

WITH THE EXISTING GRADE AND

FILLED WITH CONCRETE.

INSTALL 168 LF OF PALISADE TRIPLE

POINT SECURITY FENCE PER DETAIL

4 ON DWG C2.02. LOCATE FENCE

WITHIN THE PLANTER BEHIND THE

EXISTING CURB

INSTALL 12' SLIDING VEHICLE

GATE AND FOUNDATION

(MANUAL, LEFT OPEN) PER

DETAIL 1 ON DWG C2.01

C2.00

CIVIL ENLARGED

FENCE PLAN

LEGEND

DEMOLITION LIMITS

PROPOSED PALISADE TRIPLE POINT FENCE

12' MANUAL/AUTOMATIC VEHICLE SLIDE GATE

HYSECURITY GATE OPERATOR (SEE DETAIL 3 ON C2.02)

BOLLARD

CARD READER PER ELECTRICAL

CALL BOX FOOTING

EXISTING PEDESTRIAN GATE TO REMAIN. PROVIDE

SECURITRON SWINGING GATE LOCK MODEL

GL1-FS WITH FMK-SW & APPURTENANCES PER

DIVISION 28. FIELD MODIFY GATE, FRAME, & FENCE

AS NECESSARY TO ACCOMMODATE LOCK

HOUSING & STRIKE ENCLOSURE. .

SCALE

0 20 40

PIERCE COUNTY

ANNEX

INSTALL 24 LF OF PROPOSED

PALISADE TRIPLE POINT SECURITY

FENCE PER DETAIL 4 ON DWG C2.02.

CONNECT TO EXISTING FENCE

B C1.01

1. CONTRACTOR SHALL CONFIRM ALL LOCATIONS OF

PROPOSED IMPROVEMENTS WITH ENGINEER PRIOR

TO ANY DEMOLITION OR OCCURRENCE OF WORK.

2. CONTRACTOR SHALL COORDINATE AND OBTAIN

APPROVAL FROM THE PROJECT TEAM FOR ALL

TRAFFIC, ACCESS, PARKING SHUTDOWNS, AND

DISRUPTIONS, INCLUDING SCHEDULE AND PHASING

PLANS. SEE DIVISION 1 FOR PRE-NOTIFICATION

REQUIREMENTS.

NOTES:

PRESERVE & PROTECT

EX BUILDING

2" GALVANIZED PIPE

HAND RAIL 36" TALL

C C1.01

CONNECT TO EXISTING FENCE

CONNECT TO EXISTING FENCE

INSTALL TERMINAL FENCE

POST WITH 2" MAX GAP TO

WALL

CHECKED BY

DRAWN BY

HARGIS PROJECT NO.

SHEET TITLE

SHEET NUMBER

REV. RELEASE DATE

CD SET 04/17/26

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BAL

PR OF E S S I ON A L E NG I NEER

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ATE OF WASHINGT NBLAKE A . LORD

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C2.01

CIVIL GATE AND

FENCE DETAILS

6' COUNTERBALANCE GATE SECTION

18' TOTAL GATE LENGTH

12' GATE OPENING SECTION

10 1/2"

8"

10 1/2"

GATE RECEIVER

SQUARE TERMINAL FENCE POST

SQUARE TERMINAL FENCE POST

FENCE LINE

FENCE POST

FENCE LINE

GATE MOUNTING POST

6 1/2" ℄ OF

BOTTOM

CARRIAGE TO

FACE OF POST

GATE RECEIVER

FRONT VIEW SIDE VIEW TOP VIEW

A

DIAGONAL BRACING CONNECTIONS

DIAGONAL BRACING CONNECTIONS

BOTTOM POST MOUNT

TOP POST MOUNT

BOTTOM POST MOUNT

FRONT VIEW SIDE VIEW TOP VIEW

TOP POST MOUNT

SCALE:

SLIDING VEHICLE GATE AND FOUNDATION (MANUAL, OPEN LEFT)

N.T.S.

B

C

D

A

B

C

D

SECTION A-A

CL POST/FTG

TYPICAL POST FOOTING SCHEDULE

FENCE/GATE TYPE

W (FT)

GATE OPENING

WIDTH

D (FT)

FOOTING DIAMETER

H (FT)

FOOTING DEPTH

VERTICAL

REINFORCING

SPIRAL TIE

REINFORCEMENT

SIZE AND PITCH

8' TALL GATE POST 12' 1'-8" 4'-6" (8) #5 #4 @ 8"

8' TALL FENCE POST N/A 1'-3" 4'-6" (6) #5 #4 @ 8"

FOOTING PLAN VIEW

GATE POST FOOTING PROFILE VIEW

NOTES:

CONCRETE:

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR EXPOSURE CATEGORY F2. WATER-REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaCl2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL

NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL

RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318 TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES REQUIRED. FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN.

TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT

THE DISCHARGE FROM THE TRUCK.

THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE

SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT.

CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: f'C = 4000 PSI AT 28 DAYS, EXPOSURE CATEGORY F2, 1" MAX AGGREGATE SIZE, AND 6% ENTRAINED AIR

REINFORCING STEEL

DEFORMED BARS ASTM A 615, GRADE 60

REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED

IN ACI 315, "GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS".

SPECIAL INSPECTION:

CONTRACTOR SHALL COORDINATE SPECIAL INSPECTIONS DURING FENCE, FOOTING, AND GATE INSTALLATIONS.

SCALE:

POST FOOTING DETAILS

N.T.S.

CIRCULAR POLE FTG,

DIAMETER PER SCHEDULE.

GATE POST PER PLAN,

CENTER POST IN FOOTING

SPIRAL TIE SIZE AND

PITCH PER SCHEDULE

VERTICAL REINF

PER SCHEDULE

FENCE POST PER PLAN,

CENTER POST IN

FOOTING

VERTICAL REINF

PER SCHEDULE

SPIRAL TIE SIZE AND

PITCH PER SCHEDULE

(2) TURNS OF SPIRAL @ 3"

PITCH AT TOP OF FTG

SECTION B-B

H

FO

O

TI

N

G D

EP

TH

P

ER

S C

H

ED

U

LE

B/FTG

D - DIAMETER PER SCHEDULE

3" C

LR

2" CLR

D - DIAMETER PER SCHEDULE

3 1/2" TYP

8' FROM

GRADE TO TOP

OF PALE

2" 5"

5' O.C. GATE POST SPACING

A

A

B B

4" MAX GAP BETWEEN

BOTTOM OF GATE AND

EXISTING GRADE

CONTRACTOR SHALL SECURE THE MANUAL SLIDE AT THE GATE RECEIVER

WITH AN OWNER PROVIDED PADLOCK. CONTRACTOR SHALL ENSURE THE

PADLOCK CAN BE ACCESSED FROM BOTH SIDES OF THE SLIDE GATE

SQUARE TERMINAL

FENCE POSTS

LOCATED RECEIVER 48" ABOVE FINISHED GRADE

GATE UPRIGHT

4" MAXIMUM

4" MAX

FENCE POST FOOTING, SEE DETAIL 2 ON THIS SHEET

(2) 34" Ø x 4" LONG WHS

ON (4) SIDES OF POST

4" 8"

T/FDN & T/FG

EX ASPHALT

EX ASPHALT

REMOVE LOOSE MATERIAL, CLEAN

SURFACE, APPLY BONDING AGENT, POUR

FOUNDATION UP AGAINST EX ASPHALT

REMOVE LOOSE MATERIAL, CLEAN

SURFACE, APPLY BONDING AGENT, POUR

FOUNDATION UP AGAINST EX ASPHALT

CHECKED BY

DRAWN BY

HARGIS PROJECT NO.

SHEET TITLE

SHEET NUMBER

REV. RELEASE DATE

CD SET 04/17/26

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PR OF E S S I ON A L E NG I NEER

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ATE OF WASHINGT NBLAKE A . LORD

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L oo p

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La ce y, W as hi ng to n

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) 2

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F ax

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C2.02

CIVIL GATE AND

FENCE DETAILS

A

5 2 ITEM NO.

PLAN VIEW

8' x 10' Flat Pale Palisade Panel [Standard Pale Spacing]

DESCRIPTION

8' Palisade Panel Line Post

Palisade Rail Connection Plate Palisade Mounting Rail (Standard Spacing)

T Head Fence Bolt Galv Tork-Nut Steel Galv

8' Palisade Pale Carriage Bolt Security Nut

QTY.

A

DETAIL A

10' TYP

4"

34 1/4" O.C.

8'

FROM GRADE

TO TOP OF PALE

34 1/4" O.C.

2 RAIL SPACING

12" FROM GRADE

GRADE

BETWEEN PALES

3 12" TYP GAP

6" STANDARD SPACING

48" TYP

(ISOMETRIC VIEW)

A 1'-3"

(ELEVATION VIEW)

SECTION A-A

2"

FROM GRADE

TO FOOT OF PALE

2 RAIL SPACING

DETAIL B

B

PANEL CONNECTION BRACKET CAPABLE

OF BENDING 45° LEFT OR RIGHT

(TYP)

3" CLEARANCE

6' COUNTERBALANCE GATE SECTION

18' TOTAL GATE LENGTH

12' GATE OPENING SECTION

10 1/2"

8"

10 1/2"

GATE RECEIVER

FENCE POST

FENCE POST

FENCE LINE

FENCE POST

FENCE LINE

GATE MOUNTING POST

6 1/2" ℄ OF

BOTTOM

CARRIAGE TO

FACE OF POSTA

SCALE:

SLIDING VEHICLE GATE AND FOUNDATION (AUTOMATIC, OPEN RIGHT)

N.T.S.

SECTION A-A

SECTION B-B

INSTALL DRIVE RAIL

PER MANUFACTURE

SPECIFICATION

DIAGONAL BRACING CONNECTIONS, SEE DETAIL 1 ON DWG C1.01

BOTTOM POST MOUNT, SEE DETAIL 1 ON DWG C1.01

TOP POST MOUNT, SEE

DETAIL 1 ON DWG C1.01

INSTALL SLIDEDRIVER II GATE

OPERATOR OR APPROVED

EQUAL PER MANUFACTURE

SPECIFICATION

INSTALL CONCRETE FOUNDATION FOR GATE

OPERATOR PER MANUFACTURE SPECIFICATION

3 1/2" TYP

8' FROM

GRADE TO TOP

OF PALE

2" 5"

5' O.C. GATE POST SPACING

A

A

B B

SCALE:

PALLISADE TRIPLE POINTED SECURITY FENCE

N.T.S.

FENCE POST FOOTING, SEE DETAIL 2 ON DWG C1.01

POST FOUNDATIONS, SEE

DETAIL 2 ON DWG C1.01

INSTALL 12" PEDESTAL FOR GATE OPERATOR

PER MANUFACTURE SPECIFICATION

INSTALL SLIDE RAIL PER

MANUFACTURE SPECIFICATION

4" MAX GAP BETWEEN

BOTTOM OF GATE AND

EXISTING GRADE

4" MAX

4" MAXIMUM 4" MAXIMUM

ONE-LINE DIAGRAM

EQUIPMENT ENCLOSURE

BUS

WIRE

TERMINAL / LUG

CONNECTION

DELTA

WYE

CURRENT TRANSFORMER

TRANSFER SWITCH

CIRCUIT BREAKER, FIXED

DISCONNECT SWITCH

FUSE

MOTOR CONNECTION

GENERATOR

METERING DEVICE

(M = METER)

(WH = WATT HOUR METER)

(A = AMMETER)

(V = VOLTMETER)

SURGE PROTECTIVE DEVICE

GROUND

AVAILABLE FAULT CURRENT (SYMMETRICAL) TAG

PANELBOARD - MAIN LUGS ONLY

PANELBOARD - MAIN CIRCUIT BREAKER

HA-3

POWER

SWITCHBOARD/SWITCHGEAR

PANELBOARD, FLUSH-MOUNTED

PANELBOARD, SURFACE-MOUNTED

(FRONT)

TRANSFORMER

POWER POLE, FLOOR TO CEILING

POKE-THRU (WHERE INDICATED, SUBSCRIPT INDICATES

POKE-THRU TYPE)

MOTOR CONNECTION

DISCONNECT SWITCH, NON-FUSED

DISCONNECT SWITCH, FUSED

COMBINATION STARTER/DISCONNECT

MAGNETIC STARTER

EQUIPMENT CONNECTION - CONFIRM CONNECTION

WITH EQUIPMENT MANUFACTURER

SPECIAL RECEPTACLE

DUPLEX RECEPTACLE

FOURPLEX RECEPTACLE

SPLIT WIRED DUPLEX RECEPTACLE

PUSHBUTTON CONTROLLER

(SINGLE OR MULTIPLE BUTTONS)

RECEPTACLES

JUNCTION BOX

SURFACE METAL RACEWAY

RACEWAY CONCEALED IN WALL OR IN CEILING

(EXPOSED IN UNFINISHED AREAS)

RACEWAY RUN BELOW FLOOR OR BELOW GRADE

RACEWAY (CIRCLE DENOTES VERTICAL

TRANSITION)

FLEXIBLE RACEWAY

HOMERUN TO PANEL

(INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER)

VARIABLE FREQUENCY DRIVE

PULL BOX

(WHERE INDICATED, SUBSCRIPT INDICATES PULL BOX TYPE)

VAULT

(WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE)

HANDHOLE

(WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE)

CIRCUIT BREAKER, DRAWOUT

FUSED SWITCH

CIRCUIT BREAKER WITH GROUND FAULT

PROTECTION

CIRCUIT BREAKER WITH SHUNT TRIP OPERATOR

FUSED SWITCH WITH GROUND FAULT PROTECTION

FLOORBOX (WHERE INDICATED, SUBSCRIPT INDICATES FLOOR

BOX TYPE)

GF

ST

GF

SHUNT TRIP

GROUND FAULT PROTECTION

ELECTRONIC POWER METER

PAD-MOUNT TRANSFORMER

TRANSFORMER

MANUAL MOTOR STARTER WITH THERMAL

OVERLOADS

EMERGENCY POWER OFF PUSHBUTTON

ENCLOSED CIRCUIT BREAKER

RACEWAYS AND BOXES

FURNITURE WALL FEED OUTLET BOX

RACEWAY CONTINUATION

RACEWAY STUB WITH BUSHING

FIRE STOPPING SLEEVE

RACEWAY SLEEVE WITH BUSHING

CABLE TRAY, 12"W x 4"H OVERHEAD, UNLESS

OTHERWISE NOTED

CABLE TRAY, OVERHEAD LADDER TYPE

#10 (GAUGE OF WIRE OTHER THAN AWG#12)

NUMBER OF CONDUCTORS

(GROUND CONDUCTOR)

(PHASE CONDUCTORS)

(NEUTRAL CONDUCTOR)

T

B

VFD

M

J

J F

PB

XX

XX

HH

XX

G

X

ST

GF

EPM

SPD

12,241

480V

208Y 120V

FEEDER TAG

J

F/S FIRE/SMOKE DAMPER

GROUNDING CONDUCTOR

GROUND ROD

GROUNDING BUSBAR

G

GROUNDING

EQUIPMENT GROUNDING CONNECTION

GROUNDING STRAP

NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS

GENERAL

EXISTING ELECTRICAL TO BE REMOVED

LIGHTING

POLE-MOUNTED LIGHTING FIXTURE, QUANTITY OF

HEADS AS INDICATED

OCCUPANCY/VACANCY SENSOR, WALL-MOUNTED

OCCUPANCY/VACANCY SENSOR, CEILING-MOUNTED

WHERE INDICATED, SUBSCRIPT INDICATES TYPE

LIGHTING CONTROL

EXISTING ELECTRICAL TO REMAIN

NEW ELECTRICAL WORK

MATCHLINE OR PROPERTY LINE

DETAIL/PLAN IDENTIFIER

SECTION IDENTIFIER

ELEVATION IDENTIFIER

REVISION DEFINITION AREA, AREA ENCIRCLED

CONTAINS CHANGES MADE SUBSEQUENT TO

PREVIOUS ISSUE

REVISION CALLOUT

DEMOLITION NOTE TAG

EQUIPMENT TAG

FLAG NOTE TAG

MECHANICAL EQUIPMENT TAG

NORTH ARROW

ENLARGED PLAN BOUNDARY

E1.1

E1.1 A

E1.1 A

AHU-01

N

LIGHTING CONTROL TAG

LOCATION WHERE PICTURE WAS TAKEN AND

DIRECTION

M X

M

PHOTOSENSORP

LIGHT LEVEL SET POINT TAG

LIGHTING CONTROL PANELLCP

10 FC

X

SWITCH, AS DEFINED BY SUBSCRIPT

# = SWITCH LOCATED WITHIN THE SPACE IT IS CONTROLLING

a = SWITCH LOCATED REMOTE FROM THE SPACE IT IS CONTROLLING

MW = LINE VOLTAGE THREE-WAY OR FOUR-WAY

OSD = OCCUPANCY SENSOR OR VACANCY SENSOR WITH DIMMER

OS = OCCUPANCY SENSOR OR VACANCY SENSOR

K = KEYED LH = LIGHTED HANDLE

P = PILOT LIGHT T = TIMER

SEE SWITCH SCHEDULE FOR ADDITIONAL

INFORMATION

REFER TO LIGHTING ZONE CONTROL PLAN FOR

OCCUPANCY SENSOR OR VACANCY SENSOR

REQUIREMENTS.

CORD DROP CORD RECEPTACLE

RETRACTABLE CORD REEL RECEPTACLE

DEVICE SUBSCRIPTS

(CIRCUIT NUMBER)

(AC,CR,D,EM,GB,GF,IG,SB,TP,USB,WP OR OTHER SUBSCRIPT)

(NON-STANDARD MOUNTING HEIGHT OR AC)

P1A-12

+42" GF

SIMPLEX RECEPTACLE

FUSED CUTOUTS

CIRCUIT BREAKER WITH KIRK KEYK

ABBREVIATIONSNON-STRUCTURAL ELECTRICAL NOTES

1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM

THE 2021 INTERNATIONAL BUILDING CODE AND FROM

THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

STANDARD 7. THE CONTRACTOR SHALL REFER TO THE

ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS,

AND FURTHER DESCRIPTIONS. THE CONTRACTOR

SHALL ADHERE TO REQUIREMENTS AND AS SUCH,

SHALL BE INCLUDED WITHIN BID. ALSO REFER TO

SPECIFICATIONS.

2. 2021 IBC, 1613.1, SCOPE: ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND NON-STRUCTURAL

COMPONENTS THAT ARE PERMANENTLY ATTACHED TO

STRUCTURES AND THEIR SUPPORTS AND

ATTACHMENTS SHALL BE DESIGNED AND

CONSTRUCTED TO RESIST THE EFFECTS OF

EARTHQUAKE MOTIONS IN ACCORDANCE WITH

CHAPTERS 11, 12, 13, 15, 17 AND 18 OF ASCE 7.

3. ASCE 7 CONTRACTOR RESPONSIBILITY:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

CONSTRUCTION OF A SEISMIC-FORCE-RESISTING

SYSTEM, DESIGNATED SEISMIC SYSTEM, OR

COMPONENT LISTED IN THE QUALITY ASSURANCE PLAN

SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT

OF RESPONSIBILITY TO THE REGULATORY AUTHORITY

HAVING JURISDICTION AND TO THE OWNER PRIOR TO

THE COMMENCEMENT OF WORK ON THE SYSTEM OR

COMPONENT. THE CONTRACTOR'S STATEMENT OF

RESPONSIBILITY SHALL INCLUDE THE FOLLOWING:

A. ACKNOWLEDGMENT OF AWARENESS OF THE

SPECIAL REQUIREMENTS CONTAINED IN THE

QUALITY ASSURANCE PLAN;

B. ACKNOWLEDGMENT THAT CONTROL WILL BE

EXERCISED TO OBTAIN CONFORMANCE WITH

THE CONSTRUCTION DOCUMENTS APPROVED

BY THE AUTHORITY HAVING JURISDICTION;

C. PROCEDURES FOR EXERCISING CONTROL

WITHIN THE CONTRACTOR'S ORGANIZATION, THE

METHOD AND FREQUENCY OF REPORTING AND

THE DISTRIBUTION OF THE REPORTS; AND

D. IDENTIFICATION AND QUALIFICATIONS OF THE

PERSON(S) EXERCISING SUCH CONTROL AND

THEIR POSITION(S) IN THE ORGANIZATION.

4. DIVISION 26 RESPONSIBILITIES:

A. HANGERS AND SEISMIC BRACING FOR

ELECTRICAL SYSTEMS SHALL BE DESIGNED AND

SPECIFIED BY DIVISION 26. DIVISION 26 SHALL

REFER TO THE ELECTRICAL DRAWINGS FOR

LOCATIONS OF EQUIPMENT AND ELECTRICAL

SYSTEMS AS STRUCTURAL DRAWINGS DO NOT

SHOW THE LOCATIONS OF ELECTRICAL

EQUIPMENT, RACEWAYS, AND OTHER

COMPONENTS.

B. DIVISION 26 SHALL COORDINATE THE SUPPORT

SYSTEMS AND DESIGN LOADS FOR HUNG

RACEWAYS AND OTHER ELECTRICAL SYSTEMS

(INCLUDING COMBINED MULTIPLE RACEWAY

RUNS) WITH THE GENERAL CONTRACTOR AND

THE STEEL AND WOOD JOIST MANUFACTURERS

IN ADDITION TO OTHER TRADES THAT MAY BE

IMPACTED.

GENERAL NOTES

1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE

NATIONAL AND STATE CODES AS AMENDED LOCALLY

AND ENFORCED BY THE AHJ.

2. OBTAIN AND PAY FOR PERMITS REQUIRED FOR

INSTALLATION OF WORK. ARRANGE AND SCHEDULE

REQUIRED INSPECTIONS.

3. COORDINATE WITH UTILITY COMPANIES FURNISHING

SERVICES TO PROJECT. INSTALLATION OF UTILITY

SERVICES SHALL BE IN ACCORDANCE WITH UTILITY

REQUIREMENTS. VERIFY APPLICABLE INSTALLATION

STANDARDS AND REQUIREMENTS. PROVIDE AND

SUBMIT ELECTRICAL DRAWINGS TO UTILITY FOR

APPROVAL PRIOR TO ROUGH-IN AND PRIOR TO

ORDERING EQUIPMENT.

4. DEVICE LOCATIONS ARE APPROXIMATE.

COORDINATE DEVICE LOCATIONS AND ELEVATIONS

WITH APPROPRIATE DOCUMENTS PRIOR TO

ROUGH-IN.

5. COORDINATE ELECTRICAL WORK WITH THAT OF

OTHER TRADES. REFER TO CIVIL DRAWINGS AND

SPECIFICATIONS. COORDINATION SHALL OCCUR

PRIOR TO FABRICATION, PURCHASE, AND

INSTALLATION OF WORK.

6. COMPLETION OF WORK SHALL BE EXECUTED IN

ACCORDANCE WITH THE PROJECT SCHEDULE.

SCHEDULE INSTALLATION WITH OTHER TRADES TO

ENSURE PROJECT MILESTONES ARE MET.

7. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW

ALL COMPONENTS REQUIRED FOR A COMPLETE

INSTALLATION. PROVIDE COMPONENTS REQUIRED

FOR COMPLETE AND OPERATIONAL SYSTEMS

INCLUDING RACEWAYS, CONDUCTORS, BOXES,

SUPPORTS AND SIMILAR ITEMS.

8. BRANCH CIRCUIT HOMERUNS ARE SHOWN TO

INDICATE CIRCUIT PROPERTIES AND

CONFIGURATION. SINGLE-CIRCUIT HOMERUNS

SERVED FROM THE SAME PANELBOARD MAY BE

COMBINED IN ACCORDANCE WITH THE DIVISION 26

SPECIFICATIONS, UNLESS INDICATED OTHERWISE.

EXTEND AND CONNECT BRANCH CIRCUIT RACEWAY

AND WIRING FROM HOMERUN TO DEVICES AND

EQUIPMENT WITH CIRCUIT NUMBERS INDICATED.

CONDUCTOR QUANTITIES AND SIZES ARE INDICATED

AT HOMERUNS ONLY. SHOW ACTUAL RACEWAY

ROUTING AND CIRCUITING ON RECORD DRAWINGS.

MINIMUM CONDUCTOR SIZE #12 AWG.

9. LOCATIONS OF RACEWAY, PATHWAY AND SIMILAR

ITEMS ARE SHOWN SCHEMATICALLY. COORDINATE

INSTALLATION, INCLUDING BUT NOT LIMITED TO

CABLING, TELECOMMUNICATION PATHWAYS AND

SPACES, AND EXACT LOCATION OF HORIZONTAL AND

BACKBONE CABLING WITH LOCATIONS OF FIXED

CASEWORK AND BUILDING CONDITIONS AFFECTING

THE WORK OF THIS CONTRACT.

10. COORDINATE SECURITY WORK WITH THAT OF OTHER

TRADES. REFER TO ELECTRICAL AND CIVIL

DRAWINGS AND SPECIFICATIONS. COORDINATION

SHALL OCCUR PRIOR TO FABRICATION, PURCHASE,

AND INSTALLATION OF WORK.

11. NEW CABLING INSTALLATIONS SHALL BE CONCEALED

IN WALL, CEILINGS, AND BELOW RAISED FLOOR

SPACES UNLESS OTHERWISE NOTED ON THE

DRAWINGS. CABLING IN ACCESSIBLE CEILING

SPACES SHALL BE INSTALLED AS OPEN CABLING

NEAR STRUCTURES AND WALLS OR AS

SPECIFICALLY NOTED ON DRAWINGS. SEE

SPECIFICATIONS FOR SUPPORT REQUIREMENTS.

12. PROVIDE FIRESTOPPING SYSTEMS FOR CONDUIT

AND RACEWAY SYSTEMS AT PENETRATIONS,

SLEEVES AND SLOTS OF FIRE RATED CONSTRUCTION

FOR HORIZONTAL AND INTRABUILDING PATHWAYS

AND SPACES.

13. CATEGORY 6 CABLING: MAINTAIN A MINIMUM

SPACING OF 12" FROM ELECTRICAL FEEDERS AND

BRANCH CIRCUIT WIRING AND 12" FROM AUXILIARY

SYSTEM CABLING.

14. MINIMUM SPACING FROM ELECTRICAL APPARATUS

SUCH AS MOTOR DRIVEN EQUIPMENT AND

TRANSFORMERS SHALL BE 6'-0". SPACING

REQUIREMENTS SHALL APPLY TO OPEN CABLING

PATHWAYS WHERE EQUIPMENT IS LOCATED ON THE

SAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR IN

ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH

WALLS AND FLOORS DID NOT EXIST. EXCEPTION:

BUILDING CONSTRUCTION THAT RESULTS IN

CONTINUOUS METALLIC BARRIER BETWEEN

ELECTRICAL APPARATUS AND CABLE PATHWAYS

SHALL BE CONSIDERED AS SUITABLE SEPARATION.

15. PRIOR TO STARTING SECURITY INSTALLATION,

CAREFULLY INSPECT INSTALLED WORK OF OTHER

TRADES AND VERIFY THAT SUCH WORK IS

COMPLETE TO THE POINT WHERE WORK MAY

PROPERLY COMMENCE. NOTIFY THE ARCHITECT

AND ENGINEER IN WRITING OF CONDITIONS

DETRIMENTAL TO THE PROPER AND TIMELY

COMPLETION OF THE WORK.

16. DO NOT BEGIN SECURITY INSTALLATION UNTIL ALL

UNSATISFACTORY CONDITIONS ARE RESOLVED.

BEGINNING WORK CONSTITUTES ACCEPTANCE OF

CONDITIONS AS SATISFACTORY.

17. THE CONTRACTOR SHALL PROVIDE ALL CONDUIT,

OUTLET BOXES, JUNCTION BOXES, RACEWAY

SYSTEMS, ETC. FOR A COMPLETE AND OPERATIONAL

PATHWAY SYSTEM FOR ALL SECURITY SYSTEMS PER

THE SCOPE OF WORK INDICATED ON THE

CONSTRUCTION DRAWINGS AND BID

SPECIFICATIONS.

18. ELECTRIC VEHICLE CHARGING STATIONS WILL BE

OWNER FURNISHED AND CONTRACTOR INSTALLED

(OFCI). FOR THE LEVEL 3 EVCS INSTALLATION PIERCE

COUNTY HAS CONTRACTED WITH A

MANUFACTURER'S SUPERVISOR/COMMISSIONER TO

BE ON-SITE TO SUPPORT/OVERSEE THE

CONTRACTOR'S INSTALLATION OF THE SYSTEM.

M METER

MAN METROPOLITAN AREA NETWORK

MAX MAXIMUM

MC MAIN CROSS CONNECT; METAL CLAD (CABLE)

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDF MAIN DISTRIBUTION FRAME

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MULTIMODE

MPOE MAIN POINT OF ENTRY

MPOP MAIN POINT OF PRESENCE

MTD MOUNTED

MTS MANUAL TRANSFER SWITCH

MV MEDIUM-VOLTAGE

(N) NEW

N NEUTRAL

NAC NOTIFICATION APPLIANCE CIRCUIT

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NF NON-FUSED

NIC NOT IN CONTRACT

NL NIGHT LIGHT

OFC OPTICAL FIBER CABLE

OHL OVERHEAD LINE

OL OVERLOAD

OS OCCUPANCY SENSOR

OSP OUTSIDE PLANT

P POLE

PBX PRIVATE BRANCH EXCHANGE

PF POWER FACTOR

PH PHASE

PIR PASSIVE INFRARED

PIV POST INDICATING VALVE

PNL PANEL

PP PATCH PANEL

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE

RC ROOM CONTROLLER

RCP REFLECTED CEILING PLAN

REC RECEPTACLE

REF REFER TO

REV REVISION

RM ROOM

RTRC REINFORCED THERMORESETTING RESIN

CONDUIT

RU RACK UNIT

SB STANDBY

SHT SHEET

SLC SIGNALING LINE CIRCUIT

SM SINGLEMODE

SMFC SURFACE-MOUNTED OPTICAL FIBER CABINET

SMR SURFACE METAL RACEWAY

SONET SYNCHRONOUS OPTICAL NETWORK

SP SERVICE PROVIDER

SPD SURGE PROTECTIVE DEVICE

SPEC SPECIFICATIONS

SPST SINGLE POLE SINGLE THROW

ST SHUNT TRIP

STP SHIELDED TWISTED PAIR

SVGA SUPER VIDEO GRAPHICS ARRAY

SW SWITCH

SWBD SWITCHBOARD

TBB TELECOMMUNICATIONS BONDING BACKBONE

TEL TELEPHONE

TELCO TELEPHONE COMPANY

TGB TELECOMMUNICATIONS GROUNDING BUSBAR

TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION

TMGB TELECOMMUNICATIONS MAIN GROUNDING

BUSBAR

TP TAMPERPROOF

TR TELECOMMUNICATIONS ROOM

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

USB UNIVERSAL SERIAL BUS

UTP UNSHIELDED TWISTED PAIR

UV UNIT VENTILATOR

V VOLTS

VA VOLT AMPERES

VFD VARIABLE FREQUENCY DRIVE

W WATT; WIRE

W/ WITH

W/O WITHOUT

WA WORKSTATION AREA

WAN WIDE AREA NETWORK

WG WIRE GUARD

WH WATT HOUR METER

WP WEATHERPROOF

XFMR TRANSFORMER

Y WYE

Z IMPEDANCE

A AMPERE

AC AIR CONDITIONING; ALTERNATING CURRENT;

ABOVE COUNTER

AF AMP FUSE; AMP FRAME

AFC AVAILABLE FAULT CURRENT

AFF ABOVE FINISHED FLOOR

AG ABOVE GRADE

AHJ AUTHORITIES HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CURRENT

AL ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AS AMP SWITCH

AT AMP TRIP

ATM ASYNCHRONOUS TRANSFER MODE

ATS AUTOMATIC TRANSFER SWITCH

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BATT BATTERIES

BIL BASIC IMPULSE INSULATION LEVEL

BKBD BACKBOARD

BKR BREAKER

BLDG BUILDING

C CONDUIT; DEGREES CELSIUS

CAB CABINET

CAT CATEGORY

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CLG CEILING

CM CEILING-MOUNTED

CO CONDUIT ONLY

COW COMPUTER ON WHEELS

CR CONTROLLED RECEPTACLE

CT CURRENT TRANSFORMER

CU COPPER

D DEDICATED

DDC DIRECT DIGITAL CONTROL

DEMARC DEMARCATION POINT

DISC DISCONNECT

DIST DISTRIBUTION

DSL DIGITAL SUBSCRIBER LINE

DWG DRAWING

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIA ELECTRONIC INDUSTRIES ASSOCIATION

ELEV ELEVATION

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPM ELECTRONIC POWER METER

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EVCS ELECTRIC VEHICLE CHARGING STATION

EVSE ELECTRIC VEHICLE SERVICE EQUIPMENT

EWC ELECTRIC WATER COOLER

F FUSE; DEGREES FAHRENHEIT

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OWNER

FC FOOT-CANDLE

FOIC FURNISHED BY OWNER INSTALLED BY

CONTRACTOR

FOIO FURNISHED BY OWNER INSTALLED BY OWNER

FSD FIRE SMOKE DAMPER

G GROUND

GB GROUND FAULT CIRCUIT BREAKER

GF GROUND FAULT CIRCUIT INTERRUPTER

GFP GROUND FAULT PROTECTION

GND GROUND

GRS GALVANIZED RIGID STEEL

HC HORIZONTAL CROSS CONNECT

HID HIGH INTENSITY DISCHARGE

HP HORSEPOWER

HTR HEATER

Hz HERTZ

IBC INTERNATIONAL BUILDING CODE

IC INTERMEDIATE CROSS CONNECT

IDF INTERMEDIATE DISTRIBUTION FRAME

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC

ENGINEERS

IG ISOLATED GROUND

IMC INTERMEDIATE METALLIC CONDUIT

ISDN INTEGRATED SERVICES DIGITAL NETWORK

J JUNCTION

K KIRK KEY

KCMIL THOUSAND CIRCULAR MILS

kVA KILOVOLT AMPERE

KVAR KILOVOLT AMPERE REACTIVE

kW KILOWATT

LAN LOCAL AREA NETWORK

LCP LIGHTING CONTROL PANEL

LEC LOCAL EXCHANGE CARRIER

LT LIGHT

LTG LIGHTING

M METER

MAN METROPOLITAN AREA NETWORK

S

(FRONT)

PAD MOUNTED TRANSFORMER

PAD MOUNTED MEDIUM VOLTAGE SWITCH

ELECTRIC VEHICLE CHARGING STATION

ACCESS CONTROL SYSTEM

ACCESS CONTROL PANEL

CREDENTIAL/ CARD READER

(CR = CARD READER, WALL MOUNTED)

(CR/P = CARD READER W/PIN, WALL MOUNTED)

(CR/M = CARD READER, MULLION MOUNTED)

ELECTRIFIED HARDWARE

(EL = ELECTRIFIED LOCKSET/EXIT DEVICE)

DOOR POSITION SWITCH

ACP

S

CR

EL

SECURITY VIDEO SYSTEM

CAMERA, POLE-MOUNTED

VIDEO SECURITY CAMERA MOUNTING TYPES

(P = PENDANT MOUNTED)

(R = ROOF PARAPET MOUNTED)

(W = WALL MOUNTED W/ BRACKET)

C Y

VIDEO SECURITY CAMERA ID

(WHERE APPLICABLE REPRESENTS THE CAMERA # OR TYPE)

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ELECTRICAL LEGEND,

ABBREVIATIONS, AND

GENERAL NOTES

E0.01

4.17.2026

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION MANUFACTURER MODEL SERIES

LIGHT COLOR DELIVERED INPUT

FINISH NOTESSOURCE TEMP LUMENS WATTS

E1 EXTERIOR POLE-MOUNT LED FIXTURE WITH TYPE 3 MEDIUM DISTRIBUTION; SQUARE POLE

MOUNTING. LITHONIA DSX1 FIXTURE LED 4000K 16,032 125 -

P1 5" DIAMETER STRAIGHT SQUARE STEEL POLE; DUAL CHANNELS FOR CLASS 1 AND CLASS 2

CABLING LITHONIA SSS POLE - - - - - 1

NOTES:

1. MATCH POLE HEIGHT TO EXISTING POLES ON SITE, APPROXIMATELY 20'-0" AFG. ADJUST AS NECESSARY TO ACCOMMODATE POLE BASE. SEE SHEET E8.03 FOR POLE BASE DETAIL.

VAULT/HANDHOLE SCHEDULE

VAULT TYPE MANUFACTURER VAULT MODEL COVER MODEL COVER RATING COVER LABEL VAULT INNER DIMENSIONS NOTES

(L X W X D)

V1 OLDCASTLE 774-LA 77-8-T-1860 MEDIUM DUTY: H-20 OFF STREET ELECTRIC 6'-4" X 6'-4" X 3'-1" 1,2,3

V2 OLDCASTLE 575-PCORP 84/112-2-33F-1660 MEDIUM DUTY: H-20 OFF STREET ELECTRIC 4'-2" X 6'-6" X 4'-0" 1,2,3

V3 OLDCASTLE 444-LA 44-332P MEDIUM DUTY: H-20 OFF STREET ELECTRIC 3'-6" X 3'-6" X 3'-2" 1,2,3

HH3 PENCELL PM121224GSY PM1212CLH00065 MEDIUM DUTY: H-20 OFF STREET ILLUMINATION 1'-0" X 1'-0" X 2'-0" 4,5

T1 OLDCASTLE 233-LA 23-2436P MEDIUM DUTY: H-20 OFF STREET COMMUNICATIONS 3'-8" X 2'-8" X 3'-6" 1,2,3

HH1 JENSEN PRECAST HT1730-12B HT1730 MEDIUM DUTY: H-20 OFF STREET COMMUNICATIONS 1'-5" X 2'-6" X 1'-0" 1,2,3,5

HH2 PENCELL PM121224GSY PM1212CLH00012 MEDIUM DUTY: H-20 OFF STREET COMMUNICATIONS 1'-0" X 1'-0" X 2'-0" 4,5

NOTES:

1. PROVIDE CABLE RACKING

2. COVER TO BE PROVIDED WITH RECESSED PADLOCK HASP

3. COORDINATE VAULT PLACEMENT WITH CIVIL DRAWINGS

4. PROVIDE BOLT DOWN COVER.

5. PROVIDE A MINIMUM OF 6" OF CRUSHED GRAVEL BELOW THE BASE OF THE HAND HOLE.

ELECTRIC VEHICLE CHARGING EQUIPMENT SCHEDULE - LEVEL 3

EQUIPMENT

TAG DESCRIPTION VOLTAGE PHASE KW CONNECTION TYPE

BRANCH CIRCUIT

NOTES

RACEWAY PHASE N G

LV3-0 KEMPOWER - POWER UNIT 480 3 400 HARDWIRED SEE ONE-LINE DIAGRAM 1,5

LV3-1

KEMPOWER - LEVEL 3 EV CHARGER 480 3 200 HARDWIRED SEE ONE-LINE DIAGRAM 1,2

KEMPOWER - COMMUNICATIONS CONDUIT - - - - 1"CO - - - 3

LV3-2

KEMPOWER - LEVEL 3 EV CHARGER 480 3 200 HARDWIRED SEE ONE-LINE DIAGRAM 1,2

KEMPOWER - COMMUNICATIONS CONDUIT - - - - 1"CO - - - 3

LV3-3

(FUTURE)

KEMPOWER - LEVEL 3 EV CHARGER - - - - 3"CO - - -

KEMPOWER - COMMUNICATIONS CONDUIT - - - - 1"CO - - - 3,4

NOTES:

1. COORDINATE FINAL CONNECTIONS AND LOCATION WITH OWNER PRIOR TO ROUGH-IN.

2. UNIT PROVIDED WITH INTERNAL DISCONNECTING MEANS.

3. PROVIDE CONDUIT FROM POWER UNIT TO LEVEL 3 CHARGER SATELLITE FOR TELECOM CONNECTION BY OWNER.

4. PROVIDE CONDUIT TO FUTURE EV STATION. TURN UP AND CAP CONDUIT AT FUTURE EV LOCATION.

5. POWER UNIT SUPPLIES POWER TO THE EV CHARGER SATELITES VIA DC CABLES. KW SHOWN IN TABLE IS THE MAXIMUM FOR THE LV3 EV SYSTEM.

ELECTRIC VEHICLE CHARGING EQUIPMENT SCHEDULE - LEVEL 2

EQUIPMENT

TAG DESCRIPTION VOLTAGE PHASE KW CONNECTION TYPE

BRANCH CIRCUIT

NOTES

RACEWAY PHASE N G

LV2-1 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

LV2-2 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

LV2-3 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1,2

LV2-4 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1,2

LV2-5 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1,2

LV2-6 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1,2

LV2-7 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

LV2-8 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

LV2-9 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

LV2-10 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

LV2-11 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

LV2-12 G9 - 40A LEVEL 2 EV CHARGER 208 1 8.3 HARDWIRED 1" 2#6 - 1#10 1

NOTES:

1. COORDINATE FINAL CONNECTIONS AND LOCATION WITH OWNER PRIOR TO ROUGH-IN.

2. SEE SHEET E1.02 FOR HOMERUN WITH SHARED CONDUIT FROM VAULT TO PANEL EV1.

IP SECURITY VIDEO CAMERA SCHEDULE

CAMERA NO. CAMERA

TYPE MANUFACTURER MODEL SHEET NO. ROOM / AREA MOUNTING

TYPE

NATIVE

RESOLUTION

STREAMING

PROTOCAL

RECORDING

RESOLUTION

RECORDING FRAMES

PER SECOND

VIEWING

RESOLUTION

VIEWING FRAMES

PER SECOND FIELD OF VIEW NOTES

C01 8MP AXIS P1488-LE E1.03 SITE POLE 8MP H.265 8MP 15 FPS 8MP 15 FPS EV CHARGING 1

C02 8MP AXIS P1488-LE E1.03 SITE POLE 8MP H.265 8MP 15 FPS 8MP 15 FPS EV CHARGING 1

C03 8MP AXIS P1488-LE E1.03 SITE POLE 8MP H.265 8MP 15 FPS 8MP 15 FPS PEDESTRIAN GATE 1

C04 8MP AXIS P1488-LE E1.03 SITE POLE 8MP H.265 8MP 15 FPS 8MP 15 FPS PARKING LOT 1

C05 8MP AXIS P1488-LE E1.03 SITE POLE 8MP H.265 8MP 15 FPS 8MP 15 FPS VEHICLE GATE 1

GENERAL NOTES:

A. CAMERAS SHALL BE PROGRAMMED PER MANUFACTURER RECOMMENDATIONS UNLESS NOTED OTHERWISE, SEE SECTION 282300 FOR ADDITIONAL INFORMATION.

B. CAMERAS AND MOUNTS SHALL BE PART OF BID ALTERNATE #1.

NOTES:

1. COORDINATE FINAL INSTALLATION HEIGHT WITH OWNER PRIOR TO INSTALLATION

IP SECURITY VIDEO ROUGH-IN SCHEDULE

SYMBOL MOUNTING HEIGHT DEVICE NAME BOX CONDUIT MUD RING DETAIL NOTESQTY SIZE QTY SIZE TERM LOCATION

SEE NOTE CAMERA

POLE MOUNT 1 NEMA 4X

ENCLOSURE 1 SEE SITE

PLAN SEE SITE PLAN - 1/E8.04 1,2

NOTES:

1. PROVIDE CAMERA AND MOUNTS AS PART OF BID ALTERNATE #1.

2. COORDINATE FINAL CAMERA MOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION.

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ELECTRICAL

SCHEDULES

E0.02

E1.03

E1.02

E6.01

E3.01

SHEET NOTES

1. COORDINATE PLACEMENT OF VAULTS AND RACEWAY WITH DIVISION

31, CIVIL, CONTRACTORS. COORDINATE WITH TREE PROTECTION

AND AVOID CRITICAL ROOT ZONES OR EXISTING TREES. CONFLICTS

SHALL BE COMMUNICATED TO ARCHITECT FOR RESOLUTION PRIOR

TO COMMENCEMENT OF SITE WORK.

2. INSTALLATION OF CONDUITS AND VAULTS SHALL INCLUDE BUT NOT

LIMITED TO TRENCHING, BACKFILL, TAMPING OF EARTH,

DETECTABLE MARKER TAPE AND WHERE INDICATED CONCRETE

ENCASEMENT.

3. CONDUITS SHALL BE ENCASED WITH CONCRETE WHERE PASSING

UNDER BUILDING FOUNDATIONS AND AT STREET/ PARKING LOT

CROSSINGS. EXTEND ENCASEMENT 60" ON EACH SIDE OF

CROSSING.

4. WATERTIGHT SEAL SHALL BE PROVIDED FOR EACH CONDUIT INSIDE

THE VAULT AND WITHIN THE BUILDING AFTER BACKBONE/ DEMARC

CABLING HAS BEEN INSTALLED. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

5. EXISTING DEVICES SHOWN ARE DIAGRAMMATIC BASED ON

AVAILABLE RECORD DRAWINGS AND SITE WALKS DURING THE

DESIGN PERIOD. FIELD VERIFY DEVICE LOCATIONS AND QUANTITIES

PRIOR TO COMMENCING WORK.

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SITE PLAN

SCALE: 1" = 20'-0"

E1.01

SITE PLAN

E1.01

PLANNED TPU SERVICE

POLE LOCATION

PANEL EV1-1

E1 & P1

(E) LIGHT FIXTURE

MOTORIZED GATE

PANEL Z1-12,14,16

SEE E3.01 FOR

CONTINUATION

V3

1"C - 2#8, 1#10G1"C - 3#10, 1#10G

E8.03

E8.01

HH

PANEL M-25

E8.02

EV EVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEVEV

LV3-1

EQUIPMENT YARD

EV1-1 - 9,11 EV1-1 - 6,8 EV1-1 - 2,4 EV1-1 - 1,3 EV1 - 10,12 EV1 - 9,11 EV1 - 6,8 EV1 - 2,4 EV1 - 1,3

SWBD-

EVSEEV1 - 5,7

SWBD-

EVSEEV1-1 - 5,7

3 3 3 3 3 3 3 3 3

LV2-4

3 3 3 2 2

LV3-2

LV3-3

EV1-1 - 10,12

LV2-1LV2-2LV2-3LV2-5LV2-6LV2-7LV2-8LV2-9LV2-10LV2-11LV2-12

FUTURE

V3V3

1-1/2"C - 8#6, 1#10G 2-1/2"C - 4#4/0, 1#2G

2-1/2"CO

2-1/2"C - 4#4/0, 1#2G

2-1/2"CO

2-1/2"C - 4#4/0, 1#2G

E7.01

4"CO

TO PANEL EV1

TO EV3-0

TO TPU UTILITY XFMR

HH3

E8.01

E8.01

E8.01

PANEL EV1-1-42

FLAG NOTES

SHEET NOTES

1. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

2. COORDINATE PLACEMENT VAULTS AND RACEWAY WITH DIVISION 31

(CIVIL) CONTRACTORS. SEE CIVIL SHEETS FOR TRENCH PATHWAYS.

3. COORDINATE ELECTRICAL UTILITY SERVICE WITH UTILITY PRIOR TO

COMMENCING WORK. COMPLY WITH UTILITY INSTALLATION

REQUIREMENTS.

4. REFER TO ONE-LINE DIAGRAM ON SHEET E9.01 FOR ADDITIONAL

INFORMATION.

5. PROVIDE UNDERGROUND CONDUIT PER TRENCHING…