IFB_250103_Jacobs_Permit.pdf

NORRIS DESIGN

418 N. TOOLE AVENUE

TUCSON, AZ 85701

PH: (520) 622-9565

WWW.NORRIS-DESIGN.COM

ATTN: JASON KUKLINSKI

JKUKLINSKI@NORRIS-DESIGN.COM

CITY OF TUCSON

PARKS AND RECREATION

DEPARTMENT

900 S. RANDOLPH WAY

TUCSON, AZ 85781

PHONE: (520) 837-8037

ATTN: JOE BARR

JOE.BARR@TUCSONAZ.GOV

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E BROADWAY BLVD.

TUCSON, AZ 85716

PHONE: (520) 881-4546

ATTN: THEODORE MOELLER, PE, LEED AP

TMOELLER@GLHN.COM

DIBBLE

177 N CHURCH AVE, SUITE 1000

TUCSON, AZ 85701

PHONE: (520) 495-4065

ATTN: GREG VEGA, PE

GREG.VEGA@DIBBLECORP.COM

3300 NORTH FAIRVIEW AVE

TUCSON, AZ 85705

PROJECT OVERVIEW

SCALE: 1" = 200'

OWNER / DEVELOPER LANDSCAPE ARCHITECT ELECTRICAL ENGINEERCIVIL ENGINEER

SHEET INDEX

SEPTEMBER 16, 2024

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Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD07.01.24

100% CD09.16.24

COVER

SHEET

NINYO & MOORE

2939 E BROADWAY BLVD.

TUCSON, AZ 85716

PHONE: (520) 577-7600

FRED NARCAROTI

FNARCAROTI@NINYOANDMOORE.COM

GEOTECHNICAL ENGINEER

SCHNEIDER STRUCTURAL ENGINEERS

435 E 9TH ST.

TUCSON, AZ 85705

PHONE: (520) 512-8183

ATTN: RON SCHNEIDER

RSCHNEIDER@SASTRUCTURAL.COM

STRUCTURAL ENGINEER

N

FA

IR

VI

EW

NORTH

3300 NORTH FAIRVIEW AVE

TUCSON, AZ 85705

SCALE: 3" = 1 MILE

LOCATION MAP

PROJECT

LOCATION

N

OR

AC

LE

R D

W PRINCE RD

W MIRACLE MILE

APN 106-07-0030

CITY OF TUCSON

DKT 10451, PG 209

ZONED: R-1

APN 106-07-0380

CITY OF TUCSON

DKT 10451, PG 209

ZONED: R-1

SHEET DESCRIPTION

L1.0 COVER SHEET

C1.0 UTILITY PLAN

CVR ARCHITECTURE COVER SHEET

G101 CODE DATA AND ADA FLOOR SLOPE REQUIREMENTS

A101 ARCHITECTURAL SITE PLAN

A201 NEW COMFORT STATION PLAN, ELEVATIONS, ROOF & RCP

A501 BUILDING SECTIONS

A601 DOOR & FIXTURE MOUNTING SCHEDULES & DETAILS

A602 SCREEN PANEL DETAILS AND COLOR FINISH SCHEDULES

P1.0 PLUMBING FLOOR PLAN, PLUMBING ROOF PLAN, SCHEDULES,

STACK & RISER DIAGRAMS

E401 NEW COMFORT STATION LIGHTING AND POWER PLAN

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-002 ELECTRICAL OVERALL CODE COMPLIANCE SITE PLAN

E-003 ELECTRICAL COMPLIANCE CODE LIGHTING CALC

E-004 ELECTRICAL COMPLIANCE - SPORTS LIGHTING SCHEDULE &

CONTROLS

ES101-ES106 ELECTRICAL SITE PLAN DEMOLITION

ES201-ES206 ELECTRICAL SITE PLAN

E-401-E-402 ELECTRICAL FLOOR PLAN - NEW COMFORT STATION

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SINGLE LINE DIAGRAM

E-701 ELECTRICAL SCHEDULES

S1.0-S1.2 GENERAL STRUCTURAL NOTES

S1.3-S1.4 TYPICAL DETAILS

S2.0 OVERALL PLAN

S2.1 FOUNDATION AND FRAMING PLANS

S2.2 POST-TENSIONED LAYOUT PLANS

S3.0 FOUNDATION DETAILS

S4.0 FRAMING DETAILS

A.P.N. 106-07-008B

1007 W. PRINCE RD.

ZONED: MH-1

A.P.N. 106-07-008C

(NO ADDRESS)

ZONED: MH-1

ZO

NE

D:

R

-1

A.P.N. 106-08-003A

3165 N. ORACLE RD.

ZONED: R-2

ZONED: R-1

A.

P.

N.

6-

-0

A

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NC

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D:

M

H-

JACOBS PARK SCOPE OF WORK

UNDER THIS SUBMITTAL

APN 106-08-002D

3450 N FAIRVIEW AVE

CITY OF TUCSON

DKT 8439, PG 1624

ZONED: C-2

OCHOA SPORTS

COMPLEX WORK UNDER

SEPARATE SUBMITTAL

TC-COM-0724-01299

JACOBS PARK IMPROVEMENTS - BUILDING PERMIT

aperon Text Box aperon Text Box

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PB

PB

PB

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FD-1 FD-1

2'-6"

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Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

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CONSTRUCTION NOTES

REFERENCE NOTES

GENERAL NOTES

TC-COM-0724-01299

aperon

Index of Drawings

Construction DocumentsDecember 15, 2023

GENERAL SHEETS

CVR COVER SHEET

G101 CODE DATA AND ADA FLOOR SLOPE REQUIREMENTS

ARCHITECTURAL

A101 ARCHITECTURAL SITE PLAN

A201 NEW COMFORT STATION PLAN, ELEVATIONS, ROOF & RCP

A501 BUILDING SECTIONS

A601 DOOR & FIXTURE MOUNTING SCHEDULES & DETAILS

A602 SCREEN PANEL DETAILS AND COLOR FINISH SCHEDULES

PLUMBING

P1.0 PLUMBING FLOOR PLAN , PLUMBING ROOF PLAN,

SCHEDULES, STACK & RISER DIAGRAMS

ELECTRICAL

E401 NEW COMFORT STATION LIGHTING AND POWER PLAN

GLHN Project No. 22064.00

CITY OF TUCSON - PARKS AND RECREATION

JACOBS PARK COMFORT STATION IMPROVEMENTS

3300 N. FAIRVIEW STREET, TUCSON, AZ 85745

DECEMBER 20, 2024

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AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

IFC SET12.20.24

COVER SHEET

CVR

1 9

2939 E . B roadway Blvd, Tucson, AZ 85716 T 520.881.4546 F 520.795.1822 GLHN.com

Project No. 22064.00

AutoCAD SHX Text Of

AutoCAD SHX Text Sheet:

AutoCAD SHX Text A&E Job No.:

AutoCAD SHX Text A&E Plan No.:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revision:

AutoCAD SHX Text Seal:

AutoCAD SHX Text Consultant:

AutoCAD SHX Text Sheet Title:

AutoCAD SHX Text Project:

aperon

SL

O

PE

1 8" p er

F T

MEN WOMEN

PLUMBING

CHASE

FD-1FD-1

2'-6"

SL

O

PE

1 8" p er

F T

5'-0" 5'-0" 5'-4" 5'-4"

5' -8

1 16

5' -8

1 16

TO

D

RA

IN

TO

D

RA

IN

TO DRAINTO DRAIN TO DRAIN TO DRAIN

MAX. SLOPE PER DOJ 2010 ADA STANDARDS

(1:48 = 14" PER FOOT)

**REFERENCE CODE COMPLIANT SLOPE

MAX. TARGET SLOPE

THIS PROJECT

ADA SLOPE REQUIREMENTS

Ref. Finish Floor Elev. 0'-0"

Ref. Finish Floor Elev. 0'-0"

Floor Drain Elev.

Elev. (-1 316" )BFF

Floor Drain Elev.

Elev. (-1 316" )BFF

SLOPE DN

1:50 Max.

SLOPE DN

1:50 Max.

NOTE: ALL CONCRETE FLATWORK SLOPED TO DRAIN

WITH A SLOPE GREATER THAN 2.08% (48:1) WOULD BE

SUBJECT TO REMOVAL TO BE CODE COMPLIANT

SCALE:2 no scale

COMFORT STATION ENTRY SKETCH

SEPTEMBER 16, 2024

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Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

CODE DATA AND

FLOOR SLOPE REQUIREMENTS

G101

SCALE:1 1/4" = 1'-0"

ADA FLOOR DRAIN ELEVATION PLAN

V

4.

\0 6.

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1-

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6p m ga la ba d o

2 94 OF 42

TC-COM-0724-01299

aperon

SLO

PE

18 " per FT

MENWOMEN

PLUMBING

CHASE

FD-1 FD-1

2'-6"

SLO

PE

18 " per FT

FD-1 FD-1

2'-6"

SEPTEMBER 16, 2024

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AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE AND

PROTECT EXISTING IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO:

ROADS, CURB, FENCING, LIGHTING, STRUCTURES, UTILITIES, TREES AND

IRRIGATION. ANY DAMAGED ITEMS WILL BE REPAIRED AND/OR REPLACED AT

CONTRACTOR'S EXPENSE. SHOULD DAMAGE OCCUR, CONTRACTOR SHALL

NOTIFY OWNER IMMEDIATELY.

a. ALL REPAIRS/REPLACEMENTS SHALL REQUIRE WRITTEN SUBMITTAL

PERTAINING TO RELEVANT PRODUCTS, MEANS AND METHODS FOR OWNER

APPROVAL PRIOR TO INITIATING THE WORK. ALL REPAIRS/ REPLACEMENTS

SHALL BE MADE AT THE CONTRACTOR'S EARLIEST OPPORTUNITY AND SHALL

REQUIRE VISUAL INSPECTION AND APPROVAL BY OWNER. OWNER MAY

WITHHOLD FINAL ACCEPTANCE OF THE PROJECT UNTIL SAID ITEMS HAVE

BEEN SATISFACTORILY ADDRESSED.

2. ALL WORK AREAS ASSOCIATED WITH THIS PROJECT SHALL BE PROPERLY SECURED

AND CORDONED OFF TO PREVENT ACCESS FROM THE GENERAL PUCLIC. A MIN.

6' CHAINLINK FENCE IS REQUIRED.

3. THIS FACILITY WILL REMAIN IN OPERATION DURING CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN ADEQUATE AND ``ET SAFE PUBLIC INGRESS AND

EGRESS TO THE FACILITY AND ALL ITS AMENITIES NOT DIRECTLY AFFECTED BY

CONSTRUCTION FOR THE DURATION OF THE PROJECT. NO PUBLIC ACCESS SHALL

BE RESTRICTED WITHOUT WRITTEN CONSENT OF OWNER.

4. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE.

5. ALL WORK IS SUBJECT TO COORDINATION WITH THE TUCSON PARKS AND

RECREATION DEPARTMENT. NO WORK MAY BEGIN WITHOUT EXPRESSED

WRITTEN CONSENT FROM OWNER. CONTRACTOR SHALL ALSO SCHEDULE WORK

SO AS TO MINIMIZE UTILITY DOWN TIMES AND NOTIFY OWNER 48 HOURS

IN ADVANCE OF ANY UTILITY SHUTDOWNS.

6. ALL UNDERGROUND UTILITY WORK SHALL BE INSPECTED BY PARKS STAFF PRIOR

TO BACKFILLING. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO: IRRIGATION,

POTABLE WATER, SEWER AND ELECTRICAL. CONTRACTOR SHALL NOTIFY

APPROPRIATE STAFF WITH A MIN. OF 24 HOURS ADVANCED 48 HOURS IS

PREFERRED.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURVEYING, STAKING AND

GENERAL LAYOUT REQUIREMENTS AS NEEDED TO CONSTRUCT THE PROJECT.

GENERAL NOTES:

ARCHITECTURAL SITE PLAN1

0 10 20 40FT

SCALE: 1"=20'

KEY MAP

N.

F

AI

RV

IE

W

A

VE

ARCHITECTURAL

SITE PLAN

A101

Softball FieldSoftball Field

Girls Fastpitch Softball

V

4.

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1-

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Ja co bs .d w g

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A

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-J ac bo sP ar kC

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SE

-J ac bo sP ar kC

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RD

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A

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-J ac bo sP ar kC

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C

H S ep

6,

- 1 :5

7p m ga la ba d o

Softball Field

· NEW COMFORT STATION

CONSTRUCTION. SEE SHEET A201

· SEE CIVIL SHEET FOR FINISH FLOOR

ELEVATION AND SITE UTILITY

CONNECTION INFORMATION

3 95 OF 42

TC-COM-0724-01299

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SL

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PE

1 8" p er

F T

MEN WOMEN

PLUMBING

CHASE

FD-1FD-1

2'-6"

SL

O

PE

1 8" p er

F T

C S-

C S-

C S-

4" SEWER LINE (E)

MenWomen

MEN

4:

SL

OP

E

SL

OP

E

4:

4:12

SLOPE

SLOPE

4:12

4x10 FRAMING @ 48" O.C.

4x

F

RA

M

IN

G

8"

O .C

4x

H

IP

B

EAM

6x10 RIDGE BEAM

'-8

30'-8"

Women

SCALE 1/4"

KEYNOTES

HI-LO DRINKING FOUNTAIN COMBINATION - SEE FIXTURE SCHEDULE ON SHEET

A601.

EPOXY PAINTED STEEL 8 FOOT HIGH OUT-SWING GATE. DOOR SHALL BE

PROVIDED WITH MAGNETIC LOCK TO SECURE GATE "AFTER HOURS". SEE DTL.

7/A201 AND 12/A201. PROVIDE BOTTOM OF GATE WITH 4" MAX. CLR.

STAINLESS STEEL LAVATORY/SINK - SEE PLUMBING SPECS. AND TOILET

ACCESSORY #T5 ON SHEET A601. PROVIDE INSTALLATION WITH TAMPER PROOF

SCREWS.

STAINLESS STEEL WATERCLOSET WITH RECESSED FLUSH VALVE - SEE SPECS. AND

PLUMBING DRAWINGS. LOCATE THE RECESSED PUSH BUTTON FLUSH VALVE ON

THE WIDE SIDE OF THE TOILET AT NO MORE THAN 44" AFF.

3'-0" WIDE x 6'-8" TALL HOLLOW METAL DOOR AND FRAME. PRIME AND PAINT.

PROVIDE STORAGE FUNCTION LOCKSET BY SCHLAGE HWR SET #1.

4'x4' CONCRETE STOOP

STAINLESS STEEL URINAL WITH RECESSED FLUSH VALVE AND PUSH BUTTON

CONTROL - SEE SPECS. AND PLUMBING DRAWINGS. LOCATE THE RECESSED PUSH

BUTTON FLUSH VALVE CENTERED THE URINAL AT NO MORE THAN 44" AFF.

PRIME ALL INTERIOR SMOOTH FACED CMU WALLS AND TUBE STEEL FENCING IN

PREPARATION FOR EPOXY COATING - SEE SPECS.

RECESSED HOSE BIBB BOX UNDER SINK WITH SINGLE TEMPERATURE VALVE. SEE

SPECS.

PRIMED/PAINTED STEEL TOILET PARTITION. SEE DTL. 2/A601. FABRICATE EACH

TOILET PARTITION DOOR AS REQUIRED TO PROVIDE AND INSTALL AN ADA LEVER

HANDLE, PUSH BUTTON PRIVACY LOCKSET BY SCHLAGE AND WALL STOP- HWR

SET #2.

1-12" DIA. STAINLESS STEEL HANDRAILS ATTACHED WITH TAMPER PROOF SCREWS -

SEE FIXTURE SCHEDULE ON SHEET A601 FOR MOUNTING HEIGHT INFO.

RECESSED ELECTRIC HAND DRYER WITH PUSH BUTTON AND NOZZLE THRU WALL.

SIMILAR TO MURDOCK SUPER SECUR MODEL #1118-3

PAINTED STEEL URINAL SCREEN PANEL- SIM TO 2/A601.

T.S PICKET FENCE SECURITY PANEL ON 3 SIDES - SEE DTL. 4/A501.

PROVIDE D-SHAPED EPDM RUBBER IMPACT PROTECTION BUMPER (WALL STOP)

AT DOOR PULL MOUNTED ON CMU WALL OR STEEL PANEL WHERE OCCURS.

EACH BUMPER SHALL BE 3" THICK x 3" WIDE x 8" LONG ATTACHED AT 2

ANCHORAGE POINTS TO PREVENT ROTATION AS MANUFACTURED BY AMERICAN

FLOOR PRODUCTS (AFCO-USA.COM) SIMILAR TO BRUTE DB-2227.

ATTACH HANDICAPPED SIGNS TO 1

8" STEEL BASE PLATE. ATTACH BASE PLATE TO

TUBE STEEL PICKETS SIMILAR 14/A603. SEE SPECIFICATIONS 10441 FOR ADA SIGN

INFO.

ATTACH TOILET PARTITION POSTS TO WALL AND FLOOR

"PUSH TO EXIT" EMERGENCY EXIT FOR MAGNETIC LOCK MOUNTED 42" AFF. RUN

WIRING TO PLUMBING CHASE INSIDE TOP OF TOILET PARTITION RAIL PER DTL.

2/A601. ALL MAG-LOCK HARDWARE - DOOR CONTROL TIMELOCK,

RECEPTACLES FOR MAG-LOCK SHALL BE LOCATED IN SECURE LOCATION OF THE

PLUMBING CHASE.

COORDINATE RECEPTACLE LOCATION AND HEIGHT WITH CFCI DOOR CONTROL

TIMER TO SECURE ENTRY GATES "AFTER HOURS". SEE ELECTRICAL FOR POWER

AND TIMER.

PROVIDE MASONRY WITH FULL HEIGHT FULLY GROUTED CELLS AT ALL TOILET

PARTITION ATTACHMENTS. TYPICAL OF 6 LOCATIONS.

LEGEND

METAL GRILLE SCREEN ABOVE WALL - SEE DTL.

9/A601 FOR TYPICAL INSTALLATION INFO.

TOILET ACCESSORY. SEE SHEET A601 FOR

MOUNTING HEIGHT SCHEDULE.

PIGEON/BIRD SPIKES AT TOP OF WALL OR LIGHT

FIXTURES, SEE SPECIFICATIONS

DOOR MARK. SEE DOOR SCHEDULE ON SHEET A601

FOR HARDWARE

T1

'-8

'-8

11'-4"

1'-11" 1'-7" 1'-11"

1' -4

12'-0" 1'-0"1'-0"

3' -2

3'

-6

3' -2

3'

-6

D.F. D.F.

5'-4"

CLR.

1' -6

1' -6

5' -2

5'-0" CLR

3'-9" CLR.

5'-8"

3' -0

C lr

5' -2

3'

-0

6' -0

28'-8"

10'-0" 10'-8" 8"

6' -0

" C

LR

8"

8' -0

" T O

P O

F P

IE

R

8' -0

" T O

P O

F P

IE

R

A

FF

8' -0

" T O

P O

F P

IE

R

8x8x16 SMOOTH FACED

CMU WITH MASONRY STAIN

FINISH

CAST IN PLACE CONCRETE

PIER - SEE STRUCTURAL

STANDING SEAM METAL

ROOF

1-3 4" THICK HOLLOW METAL DOOR

AND 16 GA. HOLLOW METAL FRAME

WITH 4" HEAD-GROUTED SOLID.

PROVIDE HARDWARE SET #1

8x8x16 CMU SCREEN WALL WITH

MASONRY STAIN FINISH COLOR. SEE

COLOR SCHEDULE FOR INTERIOR/

EXTERIOR COLOR.

FINISH FLOOR

SEE CIVIL

CAST IN PLACE CONCRETE

PIER - SEE STRUCTURAL

STANDING SEAM METAL ROOF

TUBE STEEL SWING GATE. SEE

DTL. 7/A601 TYP. OF 2

FINISH GRADE

STANDING SEAM METAL

ROOF

CAST IN PLACE CONCRETE

PIER - SEE STRUCTURAL

5'-4"

18" DIAMETER CONCRETE

SONO-TUBE PIER, TYPICAL

OF 4-SEE STRUCTURAL

FINISH GRADE

FINISH GRADE

4" ABOVE FINISH GRADE

FINISH FLOOR

3' -1

3' -1

AT PICKET

FENCE

AT PICKET

FENCE

2" TS OVERHEAD BRACE

ABOVE ENTRY GATE

WELDED POST TO POST

2" TS OVERHEAD BRACE ABOVE

ENTRY GATE WELDED POST TO POST

TS PICKET FENCE PANEL

ENCLOSURE-SEE DTL. 4/A501.

NOTE: BLDG. ORIENTATION

VARIES - SEE SITE PLAN

5'-4" 6'-8" 7'-4" 6'-0"

8" 8"

3'-4"

16 GA. PERFORATED MTL. GRILLE,

WITH 516" HOLES AT 3 8" STAGGERS,

PLAIN STEEL PRIMED AND PAINTED

16 GA. PERFORATED MTL. GRILLE, WITH 516"

HOLES AT 3 8" STAGGERS, PLAIN STEEL PRIMED

AND PAINTED

4" VTR WITH ROOF JACK CENTERED

IN METAL ROOF PANEL

4" VTR WITH ROOF JACK

CENTERED IN METAL ROOF

PANEL

A501

3' -0

C

LR

3' -2

C

LR

4'-10" CLR 4'-10" CLR

5' -0

" c lr

5' -0

" c lr

3'-9" CLR.

2"

4" CONC. CURB.

18" DIAMETER CONCRETE

SONO-TUBE PIER, TYPICAL

OF 4-SEE STRUCTURAL

STANDING SEAM METAL

ROOF

LINE OF WALL

ENCLOSURE BELOW

RIDGE AND HIP

FLASHING

A601

A601

A601

GLU LAM BEAM (SEE

STRUCT.) BOTTOM CHORD

SUPPORTING RIDGE POST-

SEE STRUCTURAL.

WOOD PLANK

CEILING EXPOSED

TO VIEW

4x10 HEAVY

TIMBER FRAMING

LINE OF PERFORATED METAL

SCREEN BETWEEN TOP OF WALL

AND BOTTOM OF ROOF DECK.

GLU LAM. BEAM -

SEE STRUCTURAL

HEAVY TIMBER FRAMING -

SEE STRUCTURAL

GLU LAM. BEAM -

SEE STRUCTURAL

18" DIAMETER CONCRETE

SONO-TUBE PIER, TYPICAL

OF 4 - SEE STRUCTURAL

GLU LAM. BEAM -

SEE STRUCTURAL

GLU LAM. BEAM -

SEE STRUCTURAL

VISUAL SCREEN PANEL for MEN and WOMEN SIDE

SEE 3/A602

A601

A501

16 16

5' -0

" A

FF

5' -0

" A

FF

A602

TYP. ADA SIGNAGE

SIM.

SCALE 1 12"

1'-0" 1'-0"

1' -0

1' -0

A201

1A201

A201

A201

1A201

A201

NOTE:

FACILITY SEWER LINE IS COMING OUT THIS

SIDE OF BLDG. SEE STRUCTURAL FOR STEP

DOWN FOOTING AND SLEEVE FOOTING

STEM WALL AS REQUIRED TO CLEAR SEWER

LINE. SEE CIVIL FOR EXISTING INVERT

ELEVATION AND PLUMBING FOR SEWER LINE

LOCATION AND ELEVATION AT BLDG.

FOOTING LOCATION.

SCALE 1/4"

PLAN - NEW COMFORT STATION6 SCALE: 1/4" = 1'-0"

SIDE ELEVATION1 SCALE 1/4"= 1'-0"

SCALE 1/4"

FRONT ELEVATION2 SCALE 1/4"= 1'-0"

SCALE 1/4"

REAR ELEVATION3 SCALE 1/4"= 1'-0"

SCALE 1/4"

ROOF PLAN4 SCALE 1/4"= 1'-0"

REFLECTED CEILING PLAN5 SCALE: 1/4" = 1'-0"

CS-3

6' -8

7' -0

4"

15 8 4

A501

A501

A501

NOTE:

SEE DTL. 1/G101 FOR ADA FLOOR

DRAIN ELEVATION AND FLOOR

DRAIN LAYOUT LOCATIONS

NOTE:

SEE DTL. 1/G101 FOR ADA FLOOR

DRAIN ELEVATION AND FD-1 FLOOR

DRAIN LAYOUT LOCATIONS

SEPTEMBER 16, 2024

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Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

NEW COMFORT STATION

PLAN, ELEVATIONS &

REFLECTED CEILING PLAN

A201

V

4.

\0 6.

-A

- N

EW

C S

Pl an

-J ac ob s.d w g

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S:

4.

_A

1, .0

0_

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EV

, 2

.0 0_

RO

O

F, .0 0_

RC

P, .0

0_

SE

C

TIO

N , 2

.0

XR

EF

-J ac ob s-

Tit le bl oc k S ep

6,

- 2 :0

3p m ga la ba d o

FINISH FLOOR

SEE CIVIL

NOT USED

NOT USED

4 96 OF 42

TC-COM-0724-01299

aperon

8' -0

TO

P

O F

M A

SO

N

RY

W

A

LL

P

IE

R

6-3 4"

8' -0

TOP OF RIDGE BEAM

TOP OF GLU-LAM BEAM

9'-9"

6"

0'-4"

F.F.E.

12'-1 14"

6-3 4"

SCALE 1/2"

SCALE 1/2"

SCALE 1/2"

PERFORATED METAL

GRILLE ENCLOSURE

PLUMBING

FIXTURE

BEYOND

2' -1

0"

4x10 TIMBER FRAMING

FINISH GRADE

3' -1

4" CONCRETE

SLAB ON GRADE

ON 4" A.B.C.-

SEE STRUCTURAL

PERFORATED METAL GRILLE,

ENCLOSURE ON ANGLE IRON

METAL FRAME.

6x6 T.S. SUPPORT

LINE OF METAL GRILLE

ENCLOSURE FRAME

WRAPPED AROUND

HEAVY TIMBER FRAMING.

STANDING SEAM METAL ROOF

ON 30# ROOF FELTS (OR

SELF-ADHERED MULTIPURPOSE

MODIFIED BITUMEN HIGH TEMP

UNDERLAYMENT) ON 12" O.S.B.

ROOF SHEATHING ON 2x6

WOOD PLANKS.

4" CONCRETE SLAB

ON 4" ABC FILL

THICKEN SLAB AT

MASONRY WALL

WOMEN PLUMBING CHASE MEN

6x10 HT.

RIDGE BEAM

4x10 HT.

JOISTS @ 48" O.C.

7' -2

3'-4"2"

2" 2"

GLU-LAM BEAM

SEE STRUCTURAL

DRINKING FOUNTAIN - SEE FIXTURE SCHEDULE ON SHEET A601 FOR

MOUNTING HEIGHT INFO.

STAINLESS STEEL LAVATORY/SINK - SEE PLUMBING SPECS. AND TOILET

ACCESSORY #T5 ON SHEET A601.

STAINLESS STEEL WATERCLOSET WITH RECESSED FLUSH VALVE - SEE SPECS.

AND PLUMBING DRAWINGS.

3'-0" WIDE x 7'-0" TALL HOLLOW METAL DOOR AND FRAME. PRIME AND

PAINT.

4'x4' CONCRETE STOOP.

STAINLESS STEEL URINAL WITH RECESSED FLUSH VALVE AND PUSH BUTTON

CONTROL - SEE SPECS. AND PLUMBING DRAWINGS.

PRIME ALL INTERIOR SMOOTH FACED CMU WALLS IN PREPARATION FOR

EPOXY COATING - SEE SPECS.

RECESSED HOSE BIBB BOX UNDER SINK WITH SINGLE TEMPERATURE VALVE.

SEE SPECS.

PAINTED STEEL TOILET PARTITION. SEE DTL. 2/A601.

1-12" DIA. STAINLESS STEEL HANDRAILS - SEE FIXTURE SCHEDULE ON SHEET A601

FOR MOUNTING HEIGHT INFO.

RECESSED ELECTRIC HAND DRYER WITH PUSH BUTTON AND NOZZLE THRU

WALL. SEE SPECS.

SCREEN PANEL- SEE 3/A602.

TEXTURED FIBERGLASS REINFORCED PANEL (FRP) ON 2 LAYERS OF 3

8" OSB

WRAPPED AROUND HEAVY TIMBER TRUSS FRAME. ENSURE THAT ALL INSIDE

AND OUTSIDE CORNER PANEL EDGES ARE PROVIDED WITH MANUFACTURER'S

EDGE/CORNER PANEL MOLDINGS. FRP COLOR AS SELECTED BY ARCHITECT

DURING SUBMITTAL PROCESS.

"PUSH TO EXIT" EMERGENCY EXIT FOR MAGNETIC LOCK MOUNTED 42" AFF.

RUN CONTROL WIRING TO PLUMBING CHASE. SEE DTL. 2/A601 FOR CONTROL

WIRING ROUTING. COORDINATE POWER RECEPTACLE LOCATION AND

HEIGHT IN THE PLUMBING CHASE WITH "CFCI" TIMER IN THE CHASE.

KEYNOTES

GLU-LAM BEAM

(CROSS BEAM),

SEE STRUCTURAL

CAST IN PLACE

CONCRETE PIER-

SEE STRUCTURAL.8" MASONRY WALL IN

GROUTED CELLS-SEE

STRUCTURAL.

FLUSH VALVE PUSH

BUTTON CONTROL

FLUSH VALVE PUSH

BUTTON CONTROL

3' -4

FLUSH VALVE PUSH

BUTTON CONTROL

3' -4

6"

3' -4

1' -0

5'

-0

1' -0

5'

-0

9 9

4 6

3/4" = 1'-0"

0 1 2 3

1/4"

WELD POST TO

STEEL 6" SQ. x 5/16"

BASE PLATE

6"x6"x5

16" EMBED

PLATE WITH 3 4"Ø X 6"

LONG WELDED

STUD ANCHORS @

EACH POST

ORNAMENTAL CURVED PICKET

FENCE, 12 GAUGE, 1"x 1" SQ., RAKED VERTICAL PICKET

FRAMING AT 4" O.C.

PROVIDE CURVED TOP T.S. PICKET

WITH POINTED END CAPS.

3" SQ. STEEL POST CAP

2" SQ. HORIZONTAL

STEEL CROSS BAR

3" x 3" x 1/4" STEEL TUBE

POSTS

2" SQ. HORIZONTAL

STEEL CROSS BAR

4"

3"

1' -6

5' -1

05 8"

8' -4

1 8"

PERFORATED METAL SCREEN

ENCLOSURE BEYOND - SEE 10/A4.

TOOLED EDGE

4"

4"

CAST IN PLACE

CONCRETE PIER

BEYOND - SEE

STRUCTURAL

. 3" CLR. TYP.

2'-0"

SEE STRUCTURAL FOR REINF

8" CONC. STEM WALL

WITH #4 DOWELS AT

12" O.C. ALT. BENDS

#4 CONT. TOP

AND BOTTOM

1' -0

1'

-0 " M

IN

LINE OF PERIMETER

ROOF BEAM/ FASCIA

BEYOND

16 GA. PERFORATED MTL. GRILLE BEYOND WITH

1/4" HOLES AT 38" STAGGERS, PLAIN STEEL PRIMED

AND PAINTED. TERMINATE EDGE OF SCREEN

ENCLOSURE AT FACE OF MASONRY WALL,

TYPICAL OF 4 LOCATIONS.

13 13

FTG. REINF.-

SEE STRUCTURAL

FTG. REINF.-

SEE STRUCTURAL

FTG. REINF.- SEE

STRUCTURAL

FTG. REINF.-

SEE STRUCTURAL

7'-0" CMU LINTEL

A601

A501

A601

3' -6

8"

A601

A601

A602

SECTION AT MEN/WOMEN3 SCALE: 1/2"=1'-0"

PICKET FENCE PANEL ENCLOSURE4 SCALE: 1/2"=1'-0"

SECTION AT WOMEN2 SCALE: 1/2"=1'-0"

SECTION AT PLUMBING CHASE1 SCALE: 1/2"=1'-0"

SEPTEMBER 16, 2024

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AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

V

4.

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BUILDING SECTIONS

A501

STANDING SEAM METAL ROOF

ON 30# ROOF FELTS (OR

SELF-ADHERED MULTIPURPOSE

MODIFIED BITUMEN HIGH TEMP

UNDERLAYMENT) ON 12" O.S.B.

ROOF SHEATHING ON 2x6

WOOD PLANKS.

3' -6

5 97 OF 42

TC-COM-0724-01299

aperon

LAV. APRON

SKIRT ATTACH

WITH TAMPER

PROOF SCREWS

BACK OR

SIDE WALL

3'-0"

SI

D

E W

A

LL

O R

FRONT

2' -5

M

IN

. C

LR

2' -1

0" M

A X.

3' -4

1'-5"

MIN.

DEPTH

FIXTURE MOUNTING SCHEDULE

1'- 5"

M

AX

2' -9

" M

IN

3'

-0 " M

A X.

T8

6"3'-0" @ BACK WALL6"

3'-6" @ SIDE WALL 12"

8"

MIN

" M

IN

3'-4" T3

3' -4

TO

IL

ET

P

A

RT

ITI

O

N

CMU BLOCK WALL

18" NOM.

2-14"

7" 2'

-3 " M

IN

" M

A X.

(TO

SP

OU

T O

UT

LE

T)

VALVE BOX

ACCESS PANEL

8-12"

END OF 1-14"

IRON PIPE

1'-6"

1'-0"2'-0"

2' -3

" M in

3' -0

" T O

S

PO

UT

2' -9

" M in

3' -4

" T O

S

PO

UT

3'-0" MAX.

D.F. SIMILAR TO ELKAY

#EDFP214C. (SEE PLUMBING

SPEC)

T1 GRAB BAR-36" LONG

GRAB BAR-42" LONGT2

T3 GRAB BAR 18" LONG VERTICAL

ELECTRICAL HAND DRYERT4 SECTION 10800

SECTION 10800

SECTION 10800

SECTION 10800 T5

T6

T7

T8 TOILET TISSUE DISPENSER

WATERCLOSET

URINAL

LAVATORY SINK SECTION 15400

T10

T9 DRINKING FOUNTAIN

SOAP DISPENSER

SECTION 15400

SECTION 10800SECTION 15400

SECTION 15400

SECTION 10800

TO

O

PE

RA

TIN

G C

O N

TR

O

L

BU

TT

O

N

" S

TD

" A D

A

TO

T

O P

O F

SE

A

T T1

T2

T2

T1

T4 T7 T8 T7 T6 T5T5 T9 T9 FRONTSIDE

ADA LAVATORY -

WALL HUNG

4"

4'-012"

4" 7'

-3

5' -1

1"

5' -0

ATTACH HANDRAIL

TO 18" PANEL

WHERE OCCURS

8" S.S PLATE-

CONTINUOUS STITCH

WELD TO TS 2x2

TS 2x2 PAINTED STEEL

FRAME

1' -0

FINISH FLOOR

4"x4"x4" S.S PLATE

LINE OF PAINTED STEEL

TOILET STALL PANEL

FILLET WELD

T.S. TO PLATE

16"

8"Ø DRILLED

EXPANSION ANCHOR

ANCHORAGE TO

WALL/FLOOR

NOTE:

CONSTRUCT

DOOR AT LATCH

PER 10/A601

PUSH TO EXIT

CONCEALED

WIRING

1' -0

5'

-0

1' -0

1'

-0

2'-7" 4"

TYP. 1

8"

TYP. 3

16" 2-8

TYP.

16"

TYP.3

16"

6"

6"

3' -2

TYP.3

16"

3' -0

" D O

O R

ST

O

P

36" x 2 5 8" x 316"

DOOR /STRIKE PLATE

4" x 4"x4" base plate to post

16"

STEEL DOOR AND

FRAME @ TOILET

PARTITION

6"

4" THICKNESS

2"x2" T.S. FRAMING

FOR LATCH SUPPORT

8" STEEL PLATE ON

BOTH SIDES BUILT UP

TO 1 34" THICKNESS FOR

LATCH INSTALLATION

LEVER HANDLE LATCH SET for

OUTWARD SWING DOOR.

SEE SPECIFICATION FOR HWR

SET #2

SEE DTL. 14/A601 FOR

HANDLE LATCH

MODIFICATION (TO H.D.

SLIDE BOLT) AT INWARD

SWING DOOR

PANEL CLIP PER MTL. ROOF MFGR.

30# FELT OVER 12" OSB SHEATHING

SUBSTRATE

GL6-3 4x15-SEE STRUCTURAL

2" OSB ON 2x6 WOOD PLANKS

4x10 HEAVY TIMBER WOOD

FRAMING @ 48"O.C.

20 GA METAL ROOF DRIP EDGE

PLANK RIPPED TO ROOF SLOPE

POP RIVET ONE

SIDE ONLY @24"

CTRS.

ROOF PANEL CLIP

ATTACHMENT TO ROOF

DECK-NOTE INSTALLER'S CLIP

ANCHORAGE NOT TO

PENETRATE THRU 2x6

PLANKING

STANDING SEAM METAL

ROOF PANEL ON 12" O.S.B.

ON 2x6

WOOD PLANKING

"Z" CLOSURE STRIP

RIDGE FLASHING BY METAL

ROOF MFGR.

"Z" CLOSURE

STRIP

2 6 6 2

STANDING SEAM METAL ROOF

PANEL CLIP PER MTL. ROOF MFGR.

T.S.-SEE STRUCTURAL

LEVEL HANDLE

LOCKSET- HWR SET #2

SEE DTL. 14/A601 FOR

INWARD SWING

LATCH HARDWARE

PROVIDE 36" LONG

DOOR STRIKE PLATE.

SEE DTL. 1/A601

2x6 WOOD PLANKS

VENTILATION

14"x1-12"x1-12"xCONT. ANGLE IRON

FRAME ATTACHED TO WINDOW

OPENING TOP & BOTTOM OF WALL

WIDTH 14"Ø DRILLED EXPANSION

ANCHORS @ 24" O.C. AND ATTACHED

TO BOTTOM OF WOOD PLANKING WITH

MASONRY EXP. ANCHORS AND WOOD

SCREWS @ 24" O.C.

16 GA. PERFORATED METAL GRILLE

WITH 14" HOLES @ 3 8" STAGGERS, PLAIN

STEEL - PRIMED AND PAINTED.

SEE STRUCT. FOR LINTEL SCHEDULE

SEE 1/A601 FOR

TYPICAL TOILET

PARTITION

CONSTRUCTION

PROVIDE AND INSTALL DOUBLE LAYER

2" OSB ON THE OUTSIDE PERIMETER

FACE OF GLU-LAM BEAM TO PROVIDE

SOLID BACKING FOR MTL ROOFING

PANELS.

A601

4"

8" C.M.U.

SEALANT (BOTH SIDES)

HOLLOW METAL FRAME GROUT

SOLID

DOOR AS SCHEDULED

CMU LINTEL-SEE STRUCT.

4"

A601

SEALANT (BOTH SIDES)

HOLLOW METAL FRAME W/ MIN

3 ANCHORS PER JAMB; GROUT

SOLID

DOOR AS SCHEDULED.

8" C.M.U. - SMOOTH FACE

w/CELL GROUTED SOLID

53 4"

TOILET PARITITION @ DOOR1 SCALE: 1/2"=1'-0"

RIDGE DETAIL4 SCALE: 3"=1'-0"

ROOF / FASCIAL DETAIL5 SCALE: 1 1/2"=1'-0"

GRILLE ENCLOSURE9 SCALE: 1"=1'-0"

CUSTOM FABRICATED

TOILET PARTITIONS2 SCALE: 1 1/2"=1'-0"

JAMB @ PLUMBING CHASE3 SCALE: 3"=1'-0"

HEAD @ PLUMBING CHASE6 SCALE: 3"=1'-0"

TOILET DOOR LATCH DETAIL10 SCALE: 3"=1'-0"

MAG-LOCK HEAD @ PICKET GATE12 SCALE: 3"=1'-0"

UTILITY LOCK/HASP for Padlock11 SCALE: NTS

ENTRY SWING GATE7 SCALE: 1/2"=1'-0"

CONSTRUCTION OF STALL DOOR

AT LATCH (Outward Swing)

8 SCALE: NTS

DOOR OPENING SCHEDULE13 SCALE: none

DETAILS AND FIXTURE

MOUNTING SCHEDULE

A601

SEPTEMBER 16, 2024

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AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

V

4.

\0 6.

-A

1-

D

ET

A

IL

S- Ja co bs

.d w g

XR

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S:

.0 0_

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.0

0_

EL

EV

, 2

.0

XR

EF

-J ac ob s-

Tit le bl oc k S ep

6,

- 2 :0

4p m ga la ba d o

EXAMPLE OF SLIDE

LATCH INSTALLED AT

REID PARK CS.

PROVIDE HEAVEY DUTY SLIDE LATCH OF

SIMILAR FUNCTION & WELDED AT INWARD

SWING DOOR THAT IS NOT PADLOCKABLE

WITH 3 8" MIN. SHACKLE DIA.

STALL DOOR LATCH

(inward swing)

14 SCALE: NTS

3x3 POST 3x3 POST

TS 3X3

OVERHEAD

BRACE ABOVE

ENTRY GATE

WELDED POST TO

POST

SEE STRUCTURAL

FOR EMBED BASE

PLATE ATTACHMENT

TO CURB-TYP.

HASP- SEE 11/A601

GORILLA HINGE

(GUARDIANHARDWARE.COM)

#2062.100 WELDED TO

INBOARD (SECURE)

SIDE OF GATE, TYP. OF

2 PER GATE

FRONT ELEV.

ISOMETRIC

R

NOTE:! ENTIRE HASP

ASSEMBLY SHALL BE

PRIMED & PAINTED

THREE (3) 1/4" PLATES

WELDED TOGETHER

2" HOLE FOR

OWNER FURNISHED

PADLOCK

HASP WELDED

TO DOOR

2" HOLE FOR OWNER

FURNISHED PADLOCK

TAB WELDED

TO JAMB

WELD 1x6x1 4" P

TO 1"x1" T.S.

PICKET

FRAMING-TYP.1/4"

L

LOCKED IN OPEN

POSITION

LOCKED IN CLOSED

POSITION

GATE

FRAME 3x3

POST

TAB TO P

1/4"

L

GATE

FRAME

MAG-LOK DELETED

NOT USED

6 98 OF 42

TC-COM-0724-01299

aperon

MEN

2"

1'-61 2"

10'-3"

1' -5

1 2" 1'

-0 1 2"

1' -1

1 2"

2" 2'-91

2"

EQ

4"

MEN

1' -0

1'

-0

1' -0

1'-0" 1'-0" 1'-0"

ACCENT 1: 1

8" STEEL PANEL. WELD

STEEL PANEL PLATE TO TS PICKET

FRAMING WITH 1" FILLET WELD @ 12"

EVERY 3rd PICKET.

EQ

ACCENT 2: 12 GA. 1"x1" SQ T.S. PICKET SPACED @ 4" O.C.

ACCENT 1: 1

8" STEEL PLATE WITH PLASMA CUT TEXT

MOUNT PLATE THRU PERFORATED SCREEN INTO T.S.

PICKET WITH 4 STAINLESS STEEL TAMPER PROOF

SCREENS. OFFSET PLATE FROM METAL SCREEN WITH 1

2"

TUBE SPACERS.

ACCENT 3: 16 GA. PERFORATED METAL MTL. GRILLE

WITH 5

16" HOLES @ 3

8" STAGGERS, PLAIN STEEL, PRIMED

AND PAINTED BOTH SIDES SCREW ATTACHED TO T.S.

PICKETS @ 16" O.C. PROVIDE 18 GAUGE.

16 GAUGE METAL "U" EDGE TACK WELDED 6" O.C.

TO PERFORATED METAL PANEL. NO EXPOSED EDGES

WHERE PERFORATED PANEL WAS CUT

BOLT HORIZ. BAR

TO ANGLE

3" SQ. WITH

STEEL POST

CAP

2" x 2" x 1-3/4" ANGLE WELDED TO

STEEL POSTS OR BOLTED TO

MASONRY WALL WITH MASONRY

EXPANSION ANCHORS

2" SQ. HORIZ.

BAR

16"

NOTE:SEE DETL 2/A602 FOR SCREEN

PANEL LAYOUT INFORMATION.

12 GA. 1"X1" SQ. T.S.

PICKET SPACED AT 4" O.C.

8" STEEL PANEL. WELD STEEL

PANEL PLATE TO TS PICKET

FRAMING WITH 1" FILLET

STITCH WELD @ 12" O.C.

EVERY 3RD PICKET

1" T.S. BACKER ATTACHED

TO BACK SIDE OF 16 GA.

PERFORATED METAL PANEL

GRILLE

8" STEEL PLATE WITH PLASMA CUT TEXT.

MOUNT PLATE THRU PERFORATED SCREEN

INTO T.S. PICKET WITH TAMPER PROOF

SCREWS, SIZED AS REQ'D. OFFSET PLATE

FROM METAL SCREEN WITH 12" PIPE SPACERS

1" T.S. PANEL BACKER

BENT TO PROFILE OF

PERFORATED PANEL.

A

A

12 GA. 1"X1" SQ. T.S. PICKET

SPACED @ 4" O.C. BEYOND

8" STEEL PANEL

SCREW ATTACH STEEL PANEL

FROM THE BACK (SECURE)

SIDE

12 GA. 1"X1" SQ. T.S. PICKET

1" T.S. PANEL BACKER

BENT TO PROFILE OF

PERFORATED PANEL.

16 GA. PERFORATED

METAL GRILLE WITH

4" HOLES @ 3

8"

STAGGERS, PLAIN

STEEL, PRIMED AND

PAINTED BOTH SIDES.

SCREEN WELDED TO

1" T.S.

1" T.S. BENT EDGE PANEL BACKER ON INSIDE OF EDGE

OF OPENING CUT-OUT

1" T.S. BENT

PERIMETER

EDGE

NOTE:ALL SCREEN PANEL COMPONENTS (PERF.

SCREEN, 18" STEEL PLATE, PICKETS, ETC.) SHALL BE

PRIMED AND PAINTED MIN. 2-SPRAY COATS PRIOR TO

INSTALLATION. PAINTING IN PLACE NOT ACCEPTABLE.

PAINT TOUCH UP COMPONENTS WHERE WELDED

A602

1" X1

" S Q

. T .S

. P

IC

KE

T

1" X1

" S Q

. T .S

. P

IC

KE

T

1" T.S. PANEL BACKER FRAME

SECTION A-AAA SCALE: 3"=1'-0"

SCREEN PANEL ATTACHMENT4 SCALE: 6"=1'-0"

SCREEN PANEL LAYOUT2 SCALE: 1/2"=1'-0"

PANEL/POST CONNECTION1 SCALE: 1/2"=1'-0"

SCREEN PANEL DETAIL3 SCALE: 1/2"=1'-0"

SEPTEMBER 16, 2024

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Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

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SCREEN PANEL DETAILS

AND FINISH SCHEDULES

A602

Exterior/ interior:

Item

JACOBS PARK Comfort Station- Color Schedule:

Manufacturer Color

Exterior Masonry Stain Sealer AND Concrete Columns

Custom Color to match "Ultra Suede" Masonry Stain Color: Frazee paint to match pioner paint "ultra suede" Store log #

FS-15826

Interior CMU, Wood Timber framing, Steel Toilet Partitions, latex enamel paint color

Custom Color to match "Ultra Suede" CMU/Wood paint: Frazee paint to match pioneer paint "ultra suede" Store log #

FS-15826

Heavy Timber wrap: Fiberglass Reinforced Panel on 2 layers 3 8" OSB, adhesive attached with FRP adhesive.

Marlite Standard FRP Panels - Textured Color as selected when colors submitted for review.

Metal Roof AEP-SPAN (Duratech 5000/ Zincalume), Non-Structural, Wide Batten Seam Metal Roof System

Cool Terra Cotta

Accent 1

Accent 2

Accent 3

Dunn-Edwards Paints DE5195 BRIGHT MANGO

Dunn-Edwards Paints DE5867 BLUE CHIP

Dunn-Edwards Paints DE5601 GOLF COURSE

7 99 OF 42

TC-COM-0724-01299

aperon

TC-COM-0724-01299

aperon

MEN WOMEN

PLUMBING

CHASE

FD-1FD-1

C 6

A 1

A 1

B 1

B 1

P

T

A 1 A 1

A 1

MEN WOMEN

PLUMBING

CHASE

FD-1FD-1

6 7

'CS'

PB

T

J

GFCI

J

4 GFCI

0V

A C

20A/IP

NEUT.

AUTO

OFF ON

P

REFER TO PANEL

SCHEDULE FOR

PANELBOARD AND

CIRCUIT NUMBER.

TYPES 'A' AND 'B' FIXTURES

SHALL BE CONTROLLED VIA

PHOTOCELL "ON" AND "OFF".

PHOTOELECTRIC CELL, 2000W,

20A, 120V, 1PH. INSTALL

PHOTOCELL AT ROOF AND

FACING NORTH. PRECISION

#102FAA WITH MATCHING

RECEPTACLE OR APPROVED

EQUAL. REFER TO PLAN FOR

LOCATION.

TIME SWITCH WITH MANUAL BY-PASS SWITCH. LOCATE IN PLUMBING

CHASE. LABEL "LIGHTING BYPASS" & " LIGHTING TO BE OFF BY 11PM

PER CITY OF TUCSON /PIMA COUNTY OUTDOOR LIGHTING CODE."

15KVA

T

#8 CU

MINI POWER ZONE

F4

40/3

TO SES A

GROUND BAR AND

EQUIPMENT

GROUNDING

CONDUCTOR

PANELBOARD AND BRANCH

CIRCUIT BREAKERS. REFER TO

PANELBOARD SCHEDULES.

MAIN CIRCUIT BREAKER

NEUTRAL BAR AND CONDUCTOR

PHASE CONDUCTORS. REFER

TO SINGLE LINE DIAGRAM FOR

ADDITIONAL INFORMATION.

UFER GROUND OR

(2) 3/4" X 8' COPPER CLAD

STEEL RODS AS SHOWN.

COPPER GROUNDING

ELECTRODE

CONDUCTOR PER NEC

250. REFER TO SINGLE

LINE DIAGRAM.

6'-0" MIN

UNDERGROUND FEEDER. REFER TO

PLANS FOR SIZE.

G

N

ABBREVIATIONS

1' -6

8' -0

M A

X 6'

-7

6"

EN

C

LO

SE

D C

IR

C

UI

T

BR

EA

KE

R

D

IS

C O

N N

EC

T

PA

N

EL

BO

A

RD

EM

ER

G

EN

C Y

LI

G

HT

S

A N

D B

A

TT

ER

Y

PA

C

KS

C

LO

C K

RE

C

EP

TA

C

LE

A

BO

V E

C O

UN

TE

R

RE

C

EP

TA

C

LE

RECEPTACLE

TYPICAL MOUNTING HEIGHTS

SW

ITC

HE

S

3' -6

A, AMP AMPERE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

C CONDUIT

CKT CIRCUIT

CU COPPER

DIA DIAMETER

(E) EXISTING

G GROUND

GA GAUGE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GRS GALVANIZED RIGID STEEL CONDUIT

HT HEIGHT

J-BOX,JB JUNCTION BOX

kAIC THOUSAND AMPS INTERRUPTING CAPACITY kVA, KVA KILOVOLT AMPERES

LED LIGHT EMITTING DIODE

MCB MAIN CIRCUIT BREAKER

MIN MINIMUM

(N) NEW

NEMA NATIONAL ELECTRIC MANUFACTURERS

ASSOCIATION

NEUT, N NEUTRAL

NTS NOT TO SCALE

P POLE

PH,Ø PHASE

RGS RIGID GALVANIZED STEEL

SES SERVICE ENTRANCE SECTION

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLT OR VOLTS

VA VOLT AMPS

W WATT OR WIRE

WP WEATHERPROOF

XFMR TRANSFORMER

NEW EQUIPMENT ENCLOSURE

LINE TYPES

NEW

NEW UNDERGROUND

DIAGRAM SYMBOLS

PANEL

AA

DRY-TYPE TRANSFORMER. LETTERS DENOTE NAME,

POWER RATING, PRIMARY/SECONDARY VOLTAGE,

PHASE, AND WIRES. SEE SPECIFICATIONS.

CIRCUIT BREAKER PANELBOARDS. SEE SCHEDULES

FOR NUMBER AND SIZES OF BREAKERS, PANEL SIZE,

VOLTAGE, AND INTERRUPTING DUTY.

CIRCUIT BREAKER. NUMBERS INDICATE TRIP

RATING/POLES. SEE SPECIFICATIONS FOR TYPE.

CONNECTION POINT

FAULT SYMBOL

T

GROUND CONNECTION.

ELECTRICAL FLOOR PLANS

& SCHEDULES -

NEW COMFORT STATION

E-401

SCALE: 01 1/4" = 1'-0"

NEW COMFORT STATION LIGHTING PLAN

2' 4' 8'

SCALE: 02 1/4" = 1'-0"

NEW COMFORT STATION POWER PLAN

2' 4' 8'

1. #7 PULLBOX, CARRYING FEEDER FROM CA PANEL. PROVIDE

SPARE CONDUITS FROM PANEL TO PULLBOX SHOWN. REFER TO

SINGLE-LINE DIAGRAM FOR ADDITIONAL INFORMATION.

2. TIME SWITCH, INTERMATIC #FF12HC OR APPROVED EQUAL.

SWITCH ONLY CONTROLS TYPE 'A' FIXTURE ABOVE CHASE.

3. PHOTOCELL MOUNTED ON ROOF FACING NORTH.

4. 120V LINE VOLTAGE THERMOSTAT, WALL MOUNTED AT

+48"ABOVE GRADE IN ACCESSIBLE SPACE. JOHNSON

CONTROLS #T22AAA-1C, LIGHT BROWN, OR APPROVED

EQUAL. SET TO TURN INFRARED HEATER ON AT 34 DEGREES F.

5. INFRARED LINEAR HEATER. CIRCUIT VIA LINE VOLTAGE

THERMOSTAT SHOWN. REFER TO LIGHT FIXTURE SCHEDULE.

6. CONNECT TO HAND DRYER.

7. CONNECT TO WATER HEATER.

8. TIME SWITCH WITH REMOTE PHOTOCELL AND MANUAL BYPASS

FOR CONTROL OF COMFORT STATION LIGHTING EXCLUDING

LIGHTING IN THE CHASE. REFER TO LIGHTING CONTROL

DIAGRAM THIS SHEET FOR ADDITIONAL INFORMATION.

RESTROOM AND EXTERIOR FIXTURES CONTROLLED VIA

PHOTOCELL.

A. REFER TO SHEET E-001 FOR GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS.

B. DAMAGE TO EXISTING UNDERGROUND UTILITIES (INCLUDING

IRRIGATION) WHETHER SHOWN ON THE PLANS OR MARKED AT

THE SITE SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

C. ALL WORK TO COMPLY WITH NEC 2017 REQUIREMENTS.

SCALE:5 NOT TO SCALE

REMOTE PANELBOARD INSTALLATION DETAIL

SCALE:4 NONE

PARTIAL SINGLE-LINE DIAGRAM

SCALE:3 NONE

LIGHTING CONTROL DIAGRAM

GENERAL NOTES

KEYNOTES

SEPTEMBER 16, 2024

CI

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W

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TR

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T, T

UC

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AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

100% CD09.16.24

9 911 OF 42

TC-COM-0724-01299

aperon

SPORTS FIELD LIGHT POLE

AND FOUNDATION

FL.1

DECEMBER 20, 2024

CI

TY

O F

TU

CS

ON

JA

CO

BS

P

AR

K

IM

PR

OV

EM

EN

TS

N . F

AI

RV

IE

W

S

TR

EE

T, T

UC

SO

N

AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

IFC SET12.20.24

aperon

DIAGRAM SYMBOLSABBREVIATIONS

1' -6

8' -0

M A

X 6'

-7

6"

EN

C

LO

SE

D C

IR

C

UI

T

BR

EA

KE

R

D

IS

C O

N N

EC

T

PA

N

EL

BO

A

RD

EM

ER

G

EN

C Y

LI

G

HT

S

A N

D B

A

TT

ER

Y

PA

C

KS

C

LO

C K

RE

C

EP

TA

C

LE

A

BO

V E

C O

UN

TE

R

RE

C

EP

TA

C

LE

RECEPTACLE

TYPICAL MOUNTING HEIGHTS

SW

ITC

HE

S

3' -6

A, AMP AMPERE

AC ABOVE COUNTER

AF AMP FUSE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

C CONDUIT

CAB CABINET

CAT CATEGORY

CKT CIRCUIT

CU COPPER

DIA DIAMETER

DL DAMP LABEL

DWG DRAWING

EA EACH

ELEC ELECTRICAL

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EP EMERGENCY POWER

EPO EMERGENCY POWER OFF

(E) EXISTING

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOT CANDLES

FIXT FIXTURE

FLEX FLEXIBLE METALLIC CONDUIT

G GROUND

GA GAUGE

GALV GALVANIZED

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GRS GALVANIZED RIGID STEEL CONDUIT

HD HEAVY DUTY

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HT HEIGHT

HZ HERTZ

IEEE INSTITUTE OF ELECTRICAL & ELECTRONICS ENGINEERS

ISO INTERNATIONAL ORGANIZATION FOR

STANDARDIZATION

J-BOX,JB JUNCTION BOX

kAIC THOUSAND AMPS INTERRUPTING CAPACITY kHz KILOHERTZ kVA, KVA KILOVOLT AMPERES kW, KW KILOWATTS kWH, KWH KILOWATT HOURS

LSI LONG TIME, SHORT TIME, INVERSE

LSIG LONG TIME, SHORT TIME, INVERSE, GROUND FAULT

LT LIGHT

LV LOW VOLTAGE

LED LIGHT EMITTING DIODE

MA MILLIAMPERE

MAX MAXIMUM

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MH MANHOLE OR METAL HALIDE

MHz MEGAHERTZ

MIN MINIMUM

MLO MAIN LUGS ONLY

MV MEDIUM VOLTAGE

(N) NEW

N/A NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRIC MANUFACTURERS

ASSOCIATION

NEUT, N NEUTRAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

P POLE

PB PULLBOX

PH,Ø PHASE

PNL PANEL

PWR POWER

REC RECEPTACLE

REQ REQUIRED

RGS RIGID GALVANIZED STEEL

RPM REVOLUTIONS PER MINUTE

SES SERVICE ENTRANCE SECTION

SHT SHEET

SPEC SPECIFICATION

SQ SQUARE

SURF SURFACE

SWBD SWITCHBOARD

TBD TO BE DETERMINED

TP TAMPER PROOF

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLT OR VOLTS

VA VOLT AMPS

VFD VARIABLE FREQUENCY DRIVE

W WATT OR WIRE

W/ WITH

W/O WITH OUT

WP WEATHERPROOF

XFMR TRANSFORMER

NEW EQUIPMENT ENCLOSURE

C

PB

DA 1a

DA 1a

DA 1a

DA 1a

AA 1

EM

WA 1a

AA 1

a

R

MA

MA

J 1

J 1 a

XB 1

XA 1

PA 1a

PA 1a

LIGHTING PLAN SYMBOLS POWER PLAN SYMBOLS COMMON PLAN SYMBOLS

LINE TYPES

P

WALL MOUNTED SWITCH. LETTER INDICATES AS

FOLLOWS:

a - INDICATES SWITCH LEG

2 - 2 POLE SWITCH

3 - 3-WAY SWITCH

4 - 4 WAY SWITCH

D - DIMMER

F - SWITCH UNIT EQUAL TO BUSS SSU OR STY

K - KEY OPERATED

L - LIGHTED HANDLE

LM - LOW VOLTAGE MASTER

M - MOTOR RATED SWITCH. NUMBER OF

POLES AS REQUIRED

Mo - LIGHTING CONTROL MOTION DETECTOR

SWITCH

P - PILOT LIGHT SWITCH

T - TIME OPERATED

WP - WEATHERPROOF

XP - EXPLOSIONPROOF

JUNCTION BOX MOUNTED EXPOSED OR ABOVE

CEILING. 4"x4"xDEPTH PER SPECIFICATIONS, UON.

JUNCTION BOX MOUNTED FLUSH IN WALL, UON.

4"x4"xDEPTH PER SPECIFICATIONS WITH 2-GANG

PLASTER RING, UON. NUMBER INDICATES BRANCH

CIRCUIT.

JUNCTION BOX MOUNTED FLUSH IN FLOOR, UON.

CONDUIT AND WIRE CONCEALED ABOVE CEILING

OR IN WALLS. REFER TO ELECTRICAL WIRING

SPECIFICATIONS FOR SIZE AND TYPE. SEE SINGLE-LINE

DIAGRAM AND/OR PANEL SCHEDULES.

CONDUIT AND WIRE BURIED BELOW GRADE OR

SLAB. REFER TO ELECTRICAL WIRING SPECIFICATION

FOR SIZE AND TYPE. SEE SINGLE-LINE DIAGRAM

AND/OR PANEL SCHEDULES.

CONDUIT AND WIRE HOME RUN TO PANEL SHOWN.

REFER TO ELECTRICAL WIRING SPECIFICATION FOR

SIZE AND TYPE.

SURFACE METAL RACEWAY WITH RECEPTACLES

AND/OR TELEDATA OUTLETS. SEE DRAWINGS AND

SPECIFICATIONS FOR TYPE AND MOUNTING HEIGHT.

CEILING RECESSED FIXTURE. SEE FIXTURE SCHEDULE

FOR TYPE. NUMBER INDICATES BRANCH CIRCUIT,

UPPER CASE LETTERS INDICATE FIXTURE TYPE, LOWER

CASE LETTER INDICATES SWITCH CONTROL.

SIMPLEX RECEPTACLE IN 4"x4" BOX WITH PLASTER

RING. NUMBERS INDICATE BRANCH CIRCUIT.

SURFACE OR PENDANT MOUNTED FIXTURE. SEE

FIXTURE SCHEDULE FOR TYPE AND MOUNTING.

NUMBER INDICATES BRANCH CIRCUIT, UPPER CASE

LETTERS INDICATE FIXTURE TYPE, LOWER CASE LETTER

INDICATES SWITCH CONTROL.

CHANNEL OR STRIP TYPE FIXTURE. SEE FIXTURE

SCHEDULE FOR TYPE. NUMBER INDICATES BRANCH

CIRCUIT, UPPER CASE LETTERS INDICATE FIXTURE TYPE,

LOWER CASE LETTER INDICATES SWITCH CONTROL.

SURFACE MOUNTED FIXTURE. SEE FIXTURE SCHEDULE

FOR TYPE. NUMBER INDICATES BRANCH CIRCUIT,

UPPER CASE LETTERS INDICATE FIXTURE TYPE, LOWER

CASE LETTER INDICATES SWITCH CONTROL.

SURFACE MOUNTED DIRECTIONAL FIXTURE. SEE

FIXTURE SCHEDULE FOR TYPE. NUMBER INDICATES

BRANCH CIRCUIT, UPPER CASE LETTERS INDICATE

FIXTURE TYPE, LOWER CASE LETTER INDICATES SWITCH

CONTROL.

RECESSED FIXTURE. SEE FIXTURE SCHEDULE FOR TYPE.

NUMBER INDICATES BRANCH CIRCUIT, UPPER CASE

LETTERS INDICATE FIXTURE TYPE, LOWER CASE LETTER

INDICATES SWITCH CONTROL.

RECESSED DIRECTIONAL FIXTURE. SEE FIXTURE

SCHEDULE FOR TYPE. NUMBER INDICATES BRANCH

CIRCUIT, UPPER CASE LETTERS INDICATE FIXTURE TYPE,

LOWER CASE LETTER INDICATES SWITCH CONTROL.

EMERGENCY BATTERY PACK WITH DIRECTIONAL

LAMPS. SEE FIXTURE SCHEDULE FOR TYPE. NUMBER

INDICATES BRANCH CIRCUIT, LETTERS INDICATE

FIXTURE TYPE.

SHADING INDICATES LIGHTING FIXTURE WITH

EMERGENCY BATTERY PACK MOUNTED IN FIXTURE,

OR CONNECTED TO EMERGENCY POWER SOURCE.

WALL MOUNTED FIXTURE. SEE FIXTURE SCHEDULE FOR

TYPE. NUMBER INDICATES BRANCH CIRCUIT, UPPER

CASE LETTERS INDICATE FIXTURE TYPE, LOWER CASE

LETTER INDICATES SWITCH CONTROL.

CEILING/WALL EXIT SIGN, SHADING INDICATES

FACES. SEE FIXTURE SCHEDULE FOR TYPE. NUMBER

INDICATES BRANCH CIRCUIT, LETTERS INDICATE

FIXTURE TYPE. PROVIDE DIRECTIONAL ARROWS AS

SHOWN.

LIGHTING TRACK AND TRACK LIGHT. SEE FIXTURE

SCHEDULE FOR TYPE. NUMBER INDICATES BRANCH

CIRCUIT, UPPER CASE LETTERS INDICATE FIXTURE TYPE,

LOWER CASE LETTER INDICATES SWITCH CONTROL.

ONE FIXTURE MOUNTED ON POLE. SEE FIXTURE

SCHEDULE FOR TYPE. NUMBER INDICATES BRANCH

CIRCUIT, UPPER CASE LETTERS INDICATE FIXTURE TYPE,

LOWER CASE LETTER INDICATES SWITCH CONTROL.

TWO FIXTURES MOUNTED ON POLE. SEE FIXTURE

SCHEDULE FOR TYPE. NUMBER INDICATES BRANCH

CIRCUIT, UPPER CASE LETTERS INDICATE FIXTURE TYPE,

LOWER CASE LETTER INDICATES SWITCH CONTROL.

CONTROL RELAY. NUMBERS INDICATE AMPS/POLES.

LIGHTING CONTROL MOTION DETECTOR,

NON-DIRECTIONAL. SEE SPECIFICATIONS FOR TYPE.

A - AUTO ON / AUTO OFF

V - MANUAL ON / AUTO OFF

LIGHTING CONTROL MOTION DETECTOR,

DIRECTIONAL. SEE SPECIFICATIONS FOR TYPE

A - AUTO ON / AUTO OFF

V - MANUAL ON / AUTO OFF

DUPLEX RECEPTACLE, NEMA 5-20R UON, IN 4"x4" BOX

WITH PLASTER RING. NUMBER INDICATES BRANCH

CIRCUIT. "GFCI" INDICATES GROUND FAULT CIRCUIT

INTERRUPTER.

CLOCK MOUNTING RECEPTACLE. NEMA 5-15R UON

IN 2"x4" FLUSH BOX. NUMBER INDICATES BRANCH

CIRCUIT.

ENCLOSED CIRCUIT BREAKER. NUMBERS INDICATE

AMPS/POLES.

DRY-TYPE TRANSFORMER, FLOOR MOUNTED. SEE

SINGLE-LINE DIAGRAM FOR SIZE.

PAD-MOUNTED UTILITY TRANSFORMER. SEE

SINGLE-LINE DIAGRAM FOR SIZE.

PANELBOARD, FLUSH MOUNTED. SEE SINGLE-LINE

DIAGRAM AND PANEL SCHEDULES FOR VOLTAGE,

SIZE, AND POLES.

PANELBOARD, SURFACE MOUNTED. SEE SINGLE-LINE

DIAGRAM AND PANEL SCHEDULES FOR VOLTAGE,

SIZE, AND POLES.

CONTROL PUSHBUTTONS. SEE DRAWINGS FOR TYPES.

LIGHTING OR MOTOR CONTROL CONTACTOR.

NUMBERS INDICATE AMPS/POLES.

HEAVY DUTY NON-FUSED SAFETY SWITCH. NUMBER

INDICATES AMPS/POLES.

HEAVY DUTY FUSED SAFETY SWITCH. NUMBER

INDICATES AMPS/POLES.

AUTOMATIC MOTOR STARTER. NUMBERS INDICATE

POLES AND STARTER SIZE.

COMBINATION SWITCH AND STARTER. NUMBERS

INDICATE AMPS/POLES; STARTER SIZE. CONTROL

VOLTAGE AS REQUIRED.

VARIABLE FREQUENCY DRIVE (VFD). SEE

SPECIFICATIONS FOR TYPE.

AUTOMATIC TRANSFER SWITCH. NUMBERS INDICATE

CURRENT RATING, VOLTAGE, AND POLES. SEE

SPECIFICATIONS FOR TYPE.

PULLBOX, SEE DRAWINGS FOR LOCATION, SIZE, AND

SPECIFICATIONS.

EXISTING

DEMOLITION

NEW

EXISTING UNDERGROUND

DEMOLITION UNDERGROUND

NEW UNDERGROUND

MOTOR

SR

T

AA 1a

AA 1a

CA 1a

CONTINUATION

AA

AA

CB

POLE MOUNTED UTILITY TRANSFORMER

COMBINATION FUSED SWITCH AND STARTER.

NUMBERS INDICATE AMPS/POLES; STARTER SIZE.

CONTROL VOLTAGE AS REQUIRED.

SPORTS FIELD PARK LIGHTS

CONDUIT STUB

CONDUIT RISE/FALL

SPECIAL RECEPTACLE - CEILING MOUNTED

METER

TIME SWITCH

LIGHTING PHOTO CONTROL

POLE MOUNTED POST TOP LIGHT

EMERGENCY POWER OFF

PAD-MOUNTED SWITCH

P CEILING MOUNT CLOSED LOOP DAYLIGHT SENSOR

STEP LIGHT

RC

NB

LIGHTING ROOM CONTROLLER

LIGHTING NETWORK BRIDGE

WALL MOUNTED CHANNEL OR STRIP TYPE FIXTURE.

SEE FIXTURE SCHEDULE FOR TYPE. NUMBER INDICATES

BRANCH CIRCUIT, UPPER CASE LETTERS INDICATE

FIXTURE TYPE, LOWER CASE LETTER INDICATES SWITCH

CONTROL.

DA 1a

DA 1a

EXISTING EQUIPMENT ENCLOSURE

DEMOLISHED EQUIPMENT ENCLOSURE

AA 1

EM

XC 1

J

BOLLARD LIGHT

PANEL

AA

G

M

M

J

N G

P

DRY-TYPE TRANSFORMER. LETTERS DENOTE NAME,

POWER RATING, PRIMARY/SECONDARY VOLTAGE,

PHASE, AND WIRES. SEE SPECIFICATIONS.

CIRCUIT BREAKER PANELBOARDS. SEE SCHEDULES

FOR NUMBER AND SIZES OF BREAKERS, PANEL SIZE,

VOLTAGE, AND INTERRUPTING DUTY.

GENERATOR. NUMBERS INDICATE POWER RATING,

VOLTAGE, POLES, AND WIRES. SEE SPECIFICATIONS.

SWITCH. NUMBERS INDICATE AMPERES/POLES. SEE

SPECIFICATIONS FOR TYPE.

FUSE. NUMBERS INDICATE AMPERE/TRIP RATING. SEE

SPECIFICATIONS FOR TYPE.

CIRCUIT BREAKER. NUMBERS INDICATE TRIP

RATING/POLES. SEE SPECIFICATIONS FOR TYPE.

DRAW-OUT CIRCUIT BREAKER. NUMBERS INDICATE

TRIP RATING AND POLES. SEE SPECIFICATIONS FOR

TYPE.

METER AND CURRENT TRANSFORMERS. SEE

SPECIFICATIONS FOR SIZE AND TYPE.

VOLTMETER OR DIRECT-COUPLED AMMETER. SEE

SPECIFICATIONS FOR TYPE.

CONTACTOR OR CONTROL RELAY CONTACT.

NUMBER INDICATES NEMA SIZE. SEE SPECIFICATIONS

FOR TYPE.

VARIABLE FREQUENCY DRIVE (VFD). SEE

SPECIFICATIONS FOR TYPE.

BUS DIAGRAM SYMBOL

NON-FUSED DISCONNECT DIAGRAM SYMBOL

FUSED DISCONNECT DIAGRAM SYMBOL

NON-FUSED SWITCH STARTER DIAGRAM SYMBOL

FUSED SWITCH STARTER DIAGRAM SYMBOL

MOTOR

CONNECTION POINT

POLE-MOUNTED UTILITY TRANSFORMER. LETTERS

DENOTE NAME, POWER RATING, PRIMARY /

SECONDARY VOLTAGE, PHASE, AND WIRES. SEE

SPECIFICATIONS.

JUNCTION BOX

NEUTRAL/GROUND BUS BARS

PAD-MOUNTED UTILITY TRANSFORMER. LETTERS

DENOTE NAME, POWER RATING, PRIMARY /

SECONDARY VOLTAGE, PHASE, AND WIRES. SEE

SPECIFICATIONS.

PHOTOCELL CONTROL

DUPLEX RECEPTACLE DIAGRAM SYMBOL

(2) DUPLEX RECEPTACLES DIAGRAM SYMBOL

SPECIAL RECEPTACLE DIAGRAM SYMBOL

FAULT SYMBOL

SWITCH DIAGRAM SYMBOL

ELECTRICAL FEEDER ID CALLOUTID

T

AUTOMATIC MOTOR STARTER DIAGRAM SYMBOL

SURGE PROTECTION DEVICESPD

PUSH BUTTON

PHOTOVOLTAIC INVERTER

UPS AND BATTERIES

AUTOMATIC TRANSFER SWITCH. NUMBERS INDICATE

CURRENT RATING, VOLTAGE, AND POLES. SEE

SPECIFICATIONS FOR TYPE.

GROUND CONNECTION.

PROJECT GENERAL NOTES

A. FIELD LIGHTING MANUFACTURER WILL PROVIDE EXACT

LOCATIONS OF THE NEW FIELD LIGHTING POLES.

B. ELECTRICAL CONTRACTOR SHALL PROVIDE A CONTINUOUS PULL

WHERE EVER POSSIBLE FOR ALL UNDERGROUND CONDUIT. THE

ALLOWED PULLBOXES ARE SHOWN ON THE PLANS. ADDITIONAL

PULLBOXES ARE TO BE APPROVED BY THE OWNER AND

ENGINEER PRIOR TO INSTALLATION.

C. DAMAGE TO EXISTING UNDERGROUND UTILITIES (INCLUDING

IRRIGATION) WHETHER SHOWN ON THE PLANS OR MARKED AT

THE SITE SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

D. THIS PLAN SHALL BE USED FOR APPROXIMATE DISTANCES AND

ROUTING. CONTRACTOR SHALL FIELD VERIFY EXACT ROUTING

AND DISTANCES.

E. ALL WORK TO COMPLY WITH NEC 2017 REQUIREMENTS.

F. ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL. FIELD VERIFY

ALL CONDUIT ROUTING AND PULLBOXES. CONDUIT SHOULD

NOT BE LOCATED WITHIN ATHLETIC FIELDS, COURTS, OR

SIDEWALKS. PULLBOXES ASSOCIATED WITH SPORTS POLE

SHOULD WITHIN 3'-0" OF EDGE OF CONCRETE BASES.

ELECTRICAL SYMBOLS

AND ABBREVIATIONS

E-001

DECEMBER 20, 2024

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AI

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N

AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

IFC SET12.20.24

aperon

FD-1 FD-1

(E)C1

(E)C1

(E)C2

(E)C2

(E)04

(E)04

(E)04

(E)04(E)04

(E)04

(E)O2

(E)O1

(E)O1

SA1

'CS'-8

(E)04

A1

'CA'-7,9,11

'CA'-1,3,5

A2

'CA'-19,21,23

'CA'-13,15,17

A4

'CA'-43,45,47

'CA'-37,39,41

A3

'CA'-31,33,35 'CA'-25,27,29

SA2

SA1

'SES'-13

SA1

'SES'-13

B3 'CA'-25,27,29'CA'-31,33,35

'CA'-50

(E)03 (E)03

SA2

'SES'-17

B2

'CA'-13,15,17

'CA'-19,21,23

'CA'-50

B1

'CA'-1,3,5 (FIELD D)

'CA'-7,9,11 (FIELD E)

'CA'-50

B4

'CA'-37,39,41

'CA'-43,45,47

'CA'-50

SA2

'SES'-17

SA2

'SES'-17

SA1

SA1

SA1 SA1

SA1

SA1

'CA'-50

SA2

'SES'-17

'CA'-50

'CA'-50

'CA'-50

SA1

'CS'-8

SA1

'CS'-8

SA1

'CS'-8

SA1

'SES'-13

SA1

'SES'-13

SA1

'SES'-13

SA1

'SES'-13

SA1

'SES'-13

SA1

'SES'-13

SA2

'SES'-17

SA2

'SES'-17

SA2

'SES'-17

(E)W1

SA2

'CA-2'-6

EXISTING FIELD A

NEW

SAND VOLLEYBALL

EXISTING BASEBALL FIELD

NOT IN SCOPE

EXISTING 400A SES

EXISTING 600A SES

RENOVATED

TENNIS COURTS

NEW DOG PARK

EXISTING

YMCA

EXISTING

YMCA

RESURFACED

SWIMMING POOL

NEW DOG PARK

EXISTING

BASKETBALL COURT NEW COVER

NEW RAMADA

EXISTING PLAYGROUND

EXISTING

BASKETBALL COURTS

EXISTING

MILAGRO PLAYGROUND

NEW

BATTING CAGES

NEW RAMADA

RENOVATED

SPLASH PAD

'CA' SWITCHBOARD

NEW RAMADA

NEW RAMADA

NEW COMFORT STATION

NEW RAMADA

NEW

PICKLEBALL COURTS

EXISTING FIELD B EXISTING FIELD C

NEW FIELD 1

[D]

NEW FIELD 2

[E]

NEW FIELD 3

[F]

NEW FIELD 4

[G]

X X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X X X

TV

T

T

KEY MAP

X

N.

F

AI

RV

IE

W

A

VE

SCALE: 01 1" = 60'-0"

ELECTRICAL OVERALL CODE COMPLIANCE SITE PLAN

30 60 120

ELECTRICAL OVERALL CODE

COMPLIANCE SITE PLAN

E-002

GENERAL NOTES

A. REFER TO E-001 SHEET FOR SYMBOLS, ABBREVIATIONS, AND

PROJECT GENERAL NOTES.

B. REFER TO E-003 FOR LIGHT FIXTURE SCHEDULE, AND OUTDOOR

LIGHTING CALCULATION.

DECEMBER 20, 2024

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EN

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AI

RV

IE

W

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TR

EE

T, T

UC

SO

N

AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

IFC SET12.20.24

aperon

ELECTRICAL COMPLIANCE

CODE LIGHTING CALC

E-003

GENERAL NOTES

A. REFER TO E-001 SHEET FOR SYMBOLS, ABBREVIATIONS, AND

PROJECT GENERAL NOTES.

B. REFER TO E-002 FOR ELECTRICAL OVERALL CODE COMPLIANCE

SITE PLAN.

C. CONTRACTOR SHALL SUPPLY THE LIGHTING REPRESENTATIVE A

COMPLETE COPY OF THE CONSTRUCTION DOCUMENTS.

D. CONTRACTOR SHALL PROVIDE POINT BY POINT CALCULATIONS,

CONTROLS DIAGRAMS, AND CONTROLS LAYOUTS AS PART OF

THE LIGHTING AND CONTROLS SUBMITTAL.

DECEMBER 20, 2024

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TY

O F

TU

CS

ON

JA

CO

BS

P

AR

K

IM

PR

OV

EM

EN

TS

N . F

AI

RV

IE

W

S

TR

EE

T, T

UC

SO

N

AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

IFC SET12.20.24

aperon

ELECTRICAL COMPLIANCE -

SPORTS LIGHTING SCHEDULE

& CONTROLS

E-004

GENERAL NOTES

A. REFER TO E-001 SHEET FOR SYMBOLS, ABBREVIATIONS, AND

PROJECT GENERAL NOTES.

B. REFER TO E-002 FOR ELECTRICAL OVERALL CODE COMPLIANCE

SITE PLAN.

C. CONTRACTOR SHALL SUPPLY THE LIGHTING REPRESENTATIVE A

COMPLETE COPY OF THE CONSTRUCTION DOCUMENTS.

D. CONTRACTOR SHALL PROVIDE POINT BY POINT CALCULATIONS,

CONTROLS DIAGRAMS, AND CONTROLS LAYOUTS AS PART OF

THE LIGHTING AND CONTROLS SUBMITTAL.

DECEMBER 20, 2024

CI

TY

O F

TU

CS

ON

JA

CO

BS

P

AR

K

IM

PR

OV

EM

EN

TS

N . F

AI

RV

IE

W

S

TR

EE

T, T

UC

SO

N

AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

IFC SET12.20.24

aperon

DEMOLISH

ELECTRICAL

PEDESTAL

X X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X X X

TV

T

T

KEY MAP

X

N.

F

AI

RV

IE

W

A

VE

SCALE: 01 1" = 30'-0"

ELECTRICAL SITE PLAN DEMOLITION - AREA 1

15 30 60

MATCHLINE - SEE SHEET ES103

M A

TC

HL

IN

E

- S

EE

S

HE

ET

E

S1

AREA

ELECTRICAL SITE PLAN

DEMOLITION AREA 1

ES101

1. REMOVE LIGHT FIXTURE AND POLE BACK TO SOURCE.

KEYNOTES

GENERAL NOTES

A. REFER TO E-001 SHEET FOR SYMBOLS, ABBREVIATIONS AND

PROJECT GENERAL NOTES.

B. CITY OF TUCSON SHALL BE OFFERED FIRST SALVAGE RIGHTS OF

ALL ELECTRICAL COMPONENTS AND EQUIPMENT DEMOLISHED

NOT SCHEDULED FOR REINSTALLATION. IF CITY OF TUCSON

DECLINES SALVAGE RIGHTS, CONTRACTOR SHALL REMOVE

ITEMS FROM THE SITE AND PROPERLY DISPOSE OF THE ITEMS.

THE PROPER DISPOSAL SHALL BE THE RESPONSIBILITY OF THE

ELECTRICAL CONTRACTOR AND RESPECTIVE DISPOSAL FEES

SHALL BE INCLUDED WITHIN CONTRACTORS BID.

DECEMBER 20, 2024

CI

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O F

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P

AR

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PR

OV

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EN

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N . F

AI

RV

IE

W

S

TR

EE

T, T

UC

SO

N

AZ

Parks & Recreation Capital Planning & Development Unit

R

03.03.23 30% CD

07.10.23 75% CD

418 NORTH TOOLE AVENUE

TUCSON, AZ 85701

P 520.622.9565

12.15.23 100% CD

TD-DEV-1223-00486

02.23.24 100% CD

03.07.24 100% CD

100% CD05.17.24

IFC SET12.20.24

aperon

(E)C2

(E)C2

EXISTING BASEBALL

FIELD NOT IN SCOPE

EXISTING 400A SES

X X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X X X

TV

T

T

KEY MAP

X

N.

F

AI

RV

IE

W

A

VE

SCALE: 01 1" = 30'-0"

ELECTRICAL SITE PLAN DEMOLITION - AREA 2

15 30 60

M A

TC

HL

IN

E

- S

EE

S

HE

ET

E

S1

MATCHLINE - SEE SHEET ES104

AREA

GENERAL NOTES

A. REFER TO E-001 SHEET FOR SYMBOLS, ABBREVIATIONS AND

PROJECT GENERAL NOTES.

B. NO DEMO IN THIS AREA REFER TO SHEET ES202 FOR NEW SCOPE

OF WORK IN THIS AREA.

ELECTRICAL SITE PLAN

DEMOLITION AREA 2

ES102

DECEMBER 20, 2024

CI

TY

O F

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ON

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N . F