Joaquin_Murriera_Park_-_Splash_Pad_Plans.pdf

35 MB Posted

Attached to
Joaquin Murrieta Park Splash Pad
Solicitation number
250041
Issued by
Pima County, Tucson City, Arizona

About this file

Written by GovTribe AI ·

The document is a comprehensive set of engineering and design plans for the Joaquin Murrieta Park Splash Pad project, prepared for the City of Tucson, Arizona. The project involves constructing a splash pad facility at 1400 N. Silverbell Road, with detailed specifications for site improvements, electrical systems, plumbing, and aquatic feature design. The splash pad will feature multiple water play elements, including jet nozzles, spray cannons, and interactive water features, with a total surface area of approximately 2,935 square feet. The design includes a dedicated equipment room, circulation pumps, filtration systems, chemical treatment equipment, and associated infrastructure such as fencing, concrete work, and landscaping.

The project plans specify extensive technical details for water circulation, with a design flow rate of 145 gallons per minute and multiple pumps dedicated to different water feature zones. The splash pad will include sanitation equipment like a chemistry controller, UV system, and backwash tank, with precise specifications for valves, gauges, and electrical components. Electrical systems include specialized control mechanisms, such as a Pentair spa remote button and controller, and the facility will adhere to National Electric Code requirements for grounding and safety. The documentation indicates this is a public infrastructure project funded by municipal resources, with comprehensive design specifications to ensure safe, efficient, and compliant water feature installation.

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X X

X X

X

X X

51014 2320.753

GV

A

AA

A

80356 2326.298

CONC1

8" W

8" W

8" W

8" W

8" W

8" W

4''W

4''W

4''W

4''W

4''W

GAS

GAS

G

AS

G

AS

G

AS

G

AS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS GAS

GAS

GAS

GAS

G

AS

A

AA

A

A

A

A

E

E

E

E

E

E

S

IL

V E

R C

R O

FT

W

A S

H

N

. SILVERBELL RO

AD

W. ELM STREET

INDEX OF SHEETS

SITE MAP

LOCATION

PROJECT

ANKLAM WASH

100% BID SET

NOT FOR

CONSTRUCTION

GENERAL NOTES:

GRADING & CONSTRUCTION NOTES:

CLEARING & GRUBBING NOTES:

DEVELOPMENT PACKAGE NOTES:

DEVELOPMENT PACKAGE CALCULATIONS:

ZONING AND LAND USE NOTES:

LIST OF DEFERRED SUBMITTALS/SEPARATE PERMIT ITEMS:

LIST OF STRUCTURAL ITEMS INCLUDED IN PERMIT (REQUIRES SPECIAL INSPECTION)

BUILDING CODE ANALYSIS:

100% BID SET

NOT FOR

W

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

+0" -2" -3" -3" -2"

+0"

-1"-1"

SS

SS

N

SILVERBELL RO

AD

CONSTRUCTION NOTES

Construct 4-inch thick concrete sidewalk as per COT std. dtl. 200, Class 'A', 3,000 PSI. Concrete pavement as per PAG specification section 908 and 1006 with sub-grade preparation as per geotechnical report. As per section 1 on sheet PVD01.

QTY

2 Contractor to install ramada as per details 1, 2, & 3 on sheet PVD03, size per plan.

3 Splash pad see, splash pad plans for details.

2,935 SF

3 EA

1 EA

Install aluminum fencing and gates at splash pad with powder coat paint finish, color by owner as per detail 4 and 5 on sheet PVD02.

4 212 LF

5 10' custom concrete bench as per detail 4 on sheet PVD03. 1 EA

6 Concrete trash can cover as per detail 5 on sheet PVD03. 1 EA

7 6' Masonry Wall with single gate as per detail 3 and 6 on sheet

PVD02.

80 LF

8 Concrete header as per detail 1 on sheet PVD02. 315 LF

100% BID SET

NOT FOR

CONCRETE REINFORCEMENT SECTION - TYPICAL ALL CONCRETE PAVEMENT

SCALE: NTS1 EXPANSION JOINT - CONCRETE PAVEMENT

SCALE: NTS2

CONTRACTION JOINT, CONCRETE PAVEMENT

SCALE: NTS3

EXPANSION JOINT DETAIL, CONCRETE PAVEMENT

SCALE: NTS6

COLD JOINT FOR SEPARATE POUR, CONCRETE PAVEMENT

SCALE: NTS4

SAWCUT DETAIL, CONCRETE PAVEMENT

SCALE: NTS7

SAW CUT JOINT, CONCRETE PAVEMENT

SCALE: NTS5

100% BID SET

NOT FOR

CONCRETE HEADER AT TURF/D.G.

3/4" RADIUS ALL EXPOSED EDGES

(TYP)

CAST-IN-PLACE OR EXTRUDED

CONCRETE CURB WITH MEDIUM

BROOM FINISH

FINISHED GRADE OF TURF

FINISHED GRADE OF D.G.

COMPACTED SUBGRADE

NOTE:

1. HEADER SHALL BE FLUSH WITH ADJACENT WALK/PATH, PAVEMENT OR CURB.

2. LANDSCAPE ARCHITECT SHALL APPROVE FORMWORK PRIOR TO PLACING CONCRETE IF

POURED IN PLACE.

3. CONCRETE SHALL BE MAG. CLASS "B"

4. EXPANSION JOINTS @ 30', CONTROL JOINTS 10' O.C.

5. STRAIGHT SECTIONS TO MEET CURVED SECTIONS AT TRUE TANGENT POINTS WITH NO

BROKEN CURVE SECTIONS.

6. CURVED SECTIONS TO BE FORMED IN SMOOTH, EVEN CURVES AS SHOWN ON PLANS.

7. FORM STAKING SHALL NOT ALLOW DEFORMING OR LEAKING. ALL SPILL OF EXCESS

CONCRETE SHALL BE CLEANED UP AND REMOVED FROM SITE BY CONTRACTOR.

3"

6"

6" 1"

SPECIAL NOTE:

FINISHED GRADE OF TURF AND D.G. TO BE

FLUSH W/ HEADER IN DRAINAGE AREAS. THE

CONTRACTOR SHALL IDENTIFY THESE AREAS IN

THE FIELD PRIOR TO CONSTRUCTION.

3/4" RADIUS (TYP)

CONCRETE SLAB, WALK, OR

CURB.

COMPACTED SUBGRADE

(TYP)

FINISH GRADE/D.G. OR

PLANTING AREA

NOTE:

1.FINISH GRADE-HOLD DOWN 1" FROM TOP OF WALK, SLAB, OR CURB. SLOPE AWAY AT 2% FOR 3', THEN SIDE SLOPE TO MEET EXISTING GRADE AT 5:1 MAX., OR AS SHOWN ON THE GRADING

PLANS.

2%

3'-0" MIN.

5:1 MAX.

1"

CONCRETE HEADER AT TURF/ D.G.

SCALE: N.T.S.1 FINISH GRADE AT SLAB/ CURB

SCALE: N.T.S.2

SCALE: N.T.S.4 AMERISTAR ECHELON II GENESIS FENCE

SCALE: N.T.S.5 AMERISTAR ECHELON II GENESIS DOUBLE GATE

SCALE: N.T.S.6 AMERISTAR ECHELON II GENESIS SINGLE GATE

MASONRY MATERIAL NOTES:

6' MASONRY WALL

SCALE: N.T.S.3

JOINT NOTES:

100% BID SET

NOT FOR

NORTHWEST STYLE RAMADA BY CLASSIC

RECRATION STRUCTURES - IMAGE

SCALE: N.T.S.1 SCALE: N.T.S.2 SCALE: N.T.S.3

NORTHWEST STYLE RAMADA BY CLASSIC

RECRATION STRUCTURES - FRONT ELEVATION

NORTHWEST STYLE RAMADA BY CLASSIC

RECRATION STRUCTURES - SIDE ELEVATION

SCALE: N.T.S.5 CONCRETE TRASH CAN COVER (#514) BY OUTDOOR CREATIONS INC.

SCALE: N.T.S.4 10' CUSTOM CONCRETE BENCH

100% BID SET

NOT FOR

30.10SW30.01SW

30.01SW

29.94SW

29.94SW

30.01SW

29.94SW

29.94SW

30.01SW

29.94SW

30.01SW

29.94SW

30.01SW

30.10SW

30.10SW

31.10SW

31.10SW

31.10SW

30.10SW

30.10SW

31.10SW

31.10SW

30.96SW

30.96SW

29.98SW

30.10SW

30.01P

29.93P 29.85P

29.76R

29.76R

29.76R 29.85P

29.93P

29.85P

29.93P 30.01P

30.10SW30.10SW

30.10SW

30.10SW

30.01SW

30.01P

30.01SW

29.93SW

29.85SW

29.85SW

29.93SW

30.01SW

29.85SW

29.93SW

30.01SW

30.01SW

RIM:30.87

INV:30.37

RIM:30.87

INV:30.54

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AS

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AS

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AS

G

AS

G

AS

G

AS

+0" -2" -3" -3" -2"

+0"

-1"-1"

SS

SS

N

SILVERBELL RO

AD

LEGEND

TC - TOP OF CURB

P - PAVEMENT

C - CONCRETE

G - GUTTER

BW - BOTTOM OF WALL

TW - TOP OF WALL

FG - FINISH GRADE

INV - INVERT

SW - SIDEWALK

SC - SCUPPER

100% BID SET

NOT FOR

SS

W

W

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

+0" -2" -3" -3" -2"

+0"

-1"-1"

N

SILVERBELL RO

AD

1 Install 3-inch SDR21 rubber gasket water line (blue pipe color) with all necessary fittings and pipe bedding and trench backfill, tracer wire and marking tape as per Tucson Water Std Dtl SD-115 & SD-116. Install thrust blocking as per SD 610.

2 Install 2-inch SDR21 rubber gasket water line (blue pipe color) with all necessary fittings and pipe bedding and trench backfill, tracer wire and marking tape as per Tucson Water Std Dtl SD-115 & SD-116. Install thrust blocking as per SD 610.

3 Install 1-inch pvc, sch 80 water line with all necessary fittings and pipe bedding and trench backfill, tracer wire and marking tape as per Tucson Water Std Dtl SD-115 & SD-116. Install thrust blocking as per SD 610.

4 Install 22.5° SDR21 rubber gasket bend, size as per plan.

12 Install 1-inch ball valve with valve box and cover as per Tucson Water SD-300.

13 Install 2-inch ball valve with valve box and cover as per Tucson Water SD-300.

7 Install 3"x3"x1" sch 80 pvc tee with thrust blocking as per Tucson Water std. dtl. SD 610.

15 Install MDF Locable hose bib as per detail 7 on sheet PVD13.

1. All water line construction shall be as per the Tucson Water Standard Specification and details manual.

2. Horizontal separation of waste water and water utilities shall be 6' and vertical separation of utilities shall be 2' minimum unless otherwise notes.

3. All water / sanitary sewer crossings shall be per Tucson Water std. dtl.

SD-106 to provide minimum 2 ft vertical separation from outer water pipe diameter with outer sanitary sewer pipe diameter. Reclaimed water line shall be treated as sanitary sewer lines and require the same vertical and horizontal separation from potable water lines.

4. Restrain all joints and fittings prior to construction.

5. Contractor to field verify utilities prior to construction.

NOTES

PRIVATE WATER CONSTRUCTION NOTES

1 EA

22 LF

28 LF

76 LF

2 EA

1 EA

1 EA

2 EA

QTY

10 Install 2"x2"x2" sch SDR21 rubber gasket tee with thrust blocking as per Tucson Water std. dtl. SD 610.

1 EA

14 Install 3-inch gate valve with valve box and cover as per Tucson Water SD-300.

1 EA

9 Install 3"x3"x3" sch 80 pvc tee with thrust blocking as per Tucson Water std. dtl. SD 610.

1 EA

100% BID SET

NOT FOR

6" INV:2325.53

6" INV:2325.42

W

W

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AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

+0" -2" -3" -3" -2"

+0"

-1"-1"

N

SILVERBELL RO

AD

SANITARY SEWER CONSTRUCTION NOTES

Install 6-inch pvc sdr 35, sanitary sewer line with all necessary fittings and pipe bedding and trench backfill, tracer wire and marking tape as per Pima County Wasterwater Reclamation std dtl RWRD 104.

Install sanitary sewer clean out as per Pima County Wastewater Reclamation std. dtl. RWRD 404.

Install sanitary sewer two way building clean out.7

61 LF

QTY

1 EA

1 EA

1. HORIZONTAL SEPARATION OF WASTE WATER AND WATER UTILITIES SHALL BE 6'

AND VERTICAL SEPARATION OF UTILITIES SHALL BE 2' MINIMUM UNLESS OTHERWISE

NOTES.

2. ALL WATER / SANITARY SEWER CROSSINGS SHALL BE AS PER TUCSON WATER

STD. DTL. SD-106 TO PROVIDE MINIMUM 2 FT VERTICAL SEPARATION FROM OUTER

WATER PIPE DIAMETER WITH OUTER SANITARY SEWER PIPE DIAMETER. WATER

LINE TO REQUIRE 2 FT HORIZONTAL SEPARATION FROM OUTER WATER PIPE

DIAMETER WITH OUTER SANITARY SEWER PIPE DIAMETER. RECLAIMED WATER LINE

SHALL BE TREATED AS SANITARY SEWER LINES AND REQUIRE THE SAME VERTICAL

AND HORIZONTAL SEPARATION FROM POTABLE WATER LINES.

3. CONTRACTOR TO FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.

NOTES

100% BID SET

NOT FOR

LOCKOUT - TAGOUT - TESTOUT

100%

REVIEW

NOT FOR

CONSTRUCTION

REFER TO PROJECT MANUAL FOR SPECIAL

MATERIAL PROCUREMENT AND LABOR WAGE

REQUIREMENTS APPLICABLE TO THIS PROJECT

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P M

LIGHT FIXTURE NOTES:

100%

REVIEW

NOT FOR

CONSTRUCTION

LIGHTING FIXTURE SCHEDULE

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XXXX

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60257 2326.400

SCUP B

60258 2326.522

SCUP

60259 2326.481

SCUP

60260 2326.535

SCUP

60261 2326.572

SCUP

60262 2326.528

SCUP60263

2326.541

SCUP PC

60267 2326.497

60268 2326.208

SCUP E

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UGE

UGE

U G

E

UGE

W A

P A

W A

P A

W A

P A

W A

P A

W A

P A

W A

P A

W A

P A

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W A

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P A

W A

P A

W A

P A

W A

P A

W A

P A

W A

P A

FOx FOx FOx FOx FOx FOx

ANKLAM WASH

S

IL

V

E R

C R

O

FT

W A

S H

N. SILVERBELL RO

AD

N. SILVERCRO

FT AVE.

W. ELM STREET

SEE SHEET ESP01

ELECTRICAL KEYNOTES THIS SHEET ONLY

1" = 100' - 0"

OVERALL ELECTRICAL REFERENCE SITE PLAN1

10050 200

SCALE 1" = 100'

LOCKOUT - TAGOUT - TESTOUT

100%

REVIEW

NOT FOR

CONSTRUCTION

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UGE UGE UGE UGE UGE UGE UGE

P P P P P P P P P

UGE

UGE

P

P

UG

E

U G

E

P P

U G

E U

G E

U G

E U

G E

P P

P P

LOCKOUT - TAGOUT - TESTOUT

100%

REVIEW

NOT FOR

CONSTRUCTION

ELECTRICAL KEYNOTES

(NOT ALL KEYNOTES USED ON THIS SHEET)

ALL WORK SHOWN IS

EXISTING TO REMAIN, U.N.O.

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Splash Pad Equipment

RR 3

RR 2

RR 1

RR 4

205CHLOR

ACID

Splash Pad Equipment

RR 3

RR 2

RR 1

RR 4

205CHLOR

ACID

Splash Pad Equipment

RR 3

RR 2

RR 1

RR 4

205CHLOR

ACID

100%

REVIEW

NOT FOR

CONSTRUCTION

LOCKOUT - TAGOUT - TESTOUT

ELECTRICAL KEYNOTES THIS SHEET ONLY

1/8" = 1' - 0"

SPLASHPAD RESTROOM BLDG. -

SPECIAL SYSTEMS PLAN3 84 16

SCALE 1/8" =1'-0"

84 16

SCALE 1/8" =1'-0"

1/8" = 1' - 0"

SPLASHPAD RESTROOM BLDG. -

GROUNDING SYSTEMS PLAN4 84 16

SCALE 1/8" =1'-0"

84 16

SCALE 1/8" =1'-0"

1/4" = 1' - 0"

SPLASHPAD RESTROOM BLDG. - POWER PLAN

SCALE 1/4"=1'-0"

42 8

1/8" = 1' - 0"

SPLASHPAD

RESTROOM BLDG. - LIGHTING PLAN2 84 16

SCALE 1/8" =1'-0"

84 16

SCALE 1/8" =1'-0"

NOT USED

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P A C K A G E (5 E

(E

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:3 :1

P M M o n ra d sv e la sc o

NOT TO SCALE

NEW ELECTRICAL ONE LINE DIAGRAM2

ELECTRICAL KEYNOTES

PROVIDE APPROVED ARC-FLASH

HAZARD WARNING ON ALL REQUIRED

ELECTRICAL EQUIPMENT PER NEC 110.16

Electric Arc Flash Hazard Will cause severe injury or death Wear proper personal protective equipment before opening or performing diagnostic measurements while energized. (See NFPA 70E)

(THIS SHEET ONLY)SHORT CIRCUIT CALCULATIONS:

LOAD CONSIDERATIONS:

M

LOCKOUT - TAGOUT - TESTOUT

100%

REVIEW

NOT FOR

CONSTRUCTION

ALL WORK SHOWN IS

EXISTING TO REMAIN U.N.O.

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REVIEW

NOT FOR

CONSTRUCTION

LOCKOUT - TAGOUT - TESTOUT

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P A C K A G E (7 E

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P M M o n ra d sv e la sc o

REVIEW

NOT FOR

CONSTRUCTION

NOT TO SCALE

RESTROOM DOOR CONTROL DETAIL1

NOT TO SCALE

RESTROOM DOOR CONTROL DIAGRAM2

NOT TO SCALE

TRENCH DETAIL4

NOT TO SCALE

AREA LIGHT - FLUSH POLE BASE DETAIL3

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PLANTING NOTES MAINTENANCE SCHEDULE:

PLANTING LEGEND

100% BID SET

NOT FOR

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+0"

-1"-1"

SS

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N

SILVERBELL RO

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PLANTING LEGEND

CONSTRUCTION NOTES

QTY

Construct 4-inch thick concrete sidewalk as per COT std. dtl. 200, Class 'A', 3,000 PSI. Concrete pavement as per PAG specification section 908 and 1006 with sub-grade preparation as per geotechnical report. As per section 1 on sheet PVD01.

Contractor to install ramada as per details 1, 2, & 3 on sheet PVD03, size per plan.

Splash pad see, splash pad plans for details.

2,935 SF

3 EA

1 EA

Install aluminum fencing and gates at splash pad with powder coat paint finish, color by owner as per detail 4 and 5 on sheet PVD02.

212 LF

8 Concrete header as per detail 1 on sheet PVD02. 315 LF

100% BID SET

NOT FOR

SCALE: N.T.S.1 TREE PLANTING DETAIL

SCALE: N.T.S.2

SCALE: N.T.S.4 FINISH GRADE AT CURB AND PAVING

TREE STAKING DETAIL

SCALE: N.T.S.3 TREE PLANTING AT SIDEWALK DETAIL

100% BID SET

NOT FOR

FOx

FOx

FOx

6''

6''

6''

6''8''

8''

8''

4''

4'

4'

4'

4''

4''

4''

A86

1"

TREE

A85

Q

A82

1"

TREE

A83

1"

TREE

A84

1"

TREE

1.5

1.5

A55

1"

TURF

A54

2"

TURF

8 4

4 4

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

Q

A44

1.5"

TURF

A43

1.5"

TURF

A42

2"

TURF

A46

1"

TURF

A45

1"

TURF

A47

1.5"

TURF

A48

2"

TURF

8 4

3"

1.5"

1.5"

2.5"

2"

2"

1.5"

1.5"

2" 2" 1.5"2"

2"

1.5"

1.5"

2.5"

1.5"

1.5" 1.5"

2"

2" 1.5"

1.5"

3"

3"

2"

1.5"

1.5"

2"

1.5"

1.5"

2"

2"

1.5"

2.5"

2"

2"

1.5"

2.5" 2"

1.5"

2"

1.5"

2"

2"

1.5"

1.5" 2"

2"

1.5"

1.5"

2.5"

2"

SPLASHPAD PIPE

CONNECTION TO ORIGINAL

PLANS, TYPICAL

W LESTER ST

N

SILVERBELL RD

100%

REVIEW

NOT FOR

CONSTRUCTION

0' 30'15' 60' 90'

1" = 30'

LEGEND

SCH 40 PVC SPRINKLER LATERAL PIPE: 1" UNLESS OTHERWISE SHOWN

1" SCH 40 PVC PVC TREE DRIP LATERAL PIPE: REFER TO DETAILS

UNCONNECTED PIPE CROSSING

DRIP EMITTERS

HUNTER MPE-XX SERIES

EMITTER ACCESS SLEEVE: SALCO DAS-8

PLANT EMITTER QUANTITIES

ACCENTS/SHRUBS: ONE MPE-10 PER 6 PLANTS WITHIN 6'

CACTUS: ONE MPE-05

TREES: TWO MPE-20, 12 OPEN OUTLETS

ROTOR SPRINKLER: HUNTER I-20-04-SS-R @ 45 PSI

NOZZLE FLOW(GPM) RADIUS(FEET)

1.5 1.5 31' 2 2 34'

2.5 2.5 35' 3 3 38' 4 4 40' 5 5 42' 6 6 43' 8 8 44'

- VALVE CONTROLLER AND STATION NUMBER

- FLOW (GPM)

- VALVE SIZE (INCHES)

- ZONE DESCRIPTION

*ALL MAINLINE AND LATERAL PIPE IS TO BE PURPLE.

*ALL SPRINKLERS ARE TO BE INSTALLED ON HUNTER SWING JOINTS

TRANSITION POINT FROM ORIGINAL SITE IMPROVEMENT PLANS TO THESE SPLASH

PAD PLANS

A1

2"

GRASS

REFER TO JOAQUIN MURRIETA PHASE ONE SITE IMPROVEMENT PLANS DATED 08.11.2023 FOR IRRIGATION ON THE ENTIRE SITE.

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS AND PROPER OPERATION OF EXISTING IRRIGATION EQUIPMENT, INCLUDING PIPE ROUTING, OUTSIDE OF LIMIT OF WORK BOUNDARY PRIOR TO BIDDING AND CONSTRUCTION, AND REPORTING

ANY DISCREPANCIES IN WRITING TO CITY OF TUCSON REPRESENTATIVES.

100% BID SET

NOT FOR

CONSTRUCTION

https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/ https://www.aquaengineering.com/

SPN01

AQUATIC FEATURE DATA

1. SPLASH PAD (SURGE TANK)

PERIMETER: 40 FT.

SURFACE AREA: 96 SQFT.

APPROXIMATE VOLUME: 4,042 GAL

MINIMUM TURN OVER: 30 MIN

MINIMUM FLOW RATE: 144 GPM

DESIGN TURN OVER: 28 MIN

DESIGN FLOW RATE: 145 GPM

FILTRATION RATE: 10.26 GPSF

1. SPN01 SPLASH PAD COVER AND GENERAL NOTES

2. SPP01 SPLASH PAD SITE PLAN

3. SPD01 SPLASH PAD CUTSHEETS

4. SPD02 SPLASH PAD CUTSHEETS

5. SPD03 SPLASH PAD CUTSHEETS

6. SPD04 SPLASH PAD CUTSHEETS

7. SPD05 SPLASH PAD LAYOUT PLAN

8. SPD06 SPLASH PAD PLUMBING

9. SPD07 EQUIPMENT KEYNOTES

10.SPD08 SPLASH PAD SECTIONS

11.SPD09 SPLASH PAD DETAILS

12.SPD10 SPLASH PAD DETAILS

13.SPD11 SPLASH PAD DETAILS

14.SPD12 SPLASH PAD DETAILS

INSPECTIONS

SHEET INDEX

AQUATIC CONSULTANT

AQUADESIGN INTERNATIONAL

7536 N. LA CHOLLA BLVD.

TUCSON, AZ 85741

520-219-8929 Attn: TERRY JOHANSEN

POOL CONTRACTOR OR ARCHITECT SHALL NOTIFY AQUA DESIGN

INTERNATIONAL FOR THE FOLLOWING AQUATIC FEATURE INSPECTION

COORDINATION:

1. PLUMBING INSTALLATION AND PRESSURE TEST

2. HEALTH DEPARTMENT FINAL APPROVAL

3. PUNCH LIST - PROJECT SIGNOFF

quaDesign International

R

SUBMITTALS

1. PRODUCT SUBMITTAL:

POOL CONTRACTOR TO INCLUDE MANUFACTURER'S DATA,

INSTALLATION INSTRUCTIONS AND GENERAL RECOMMENDATIONS FOR

EACH SPECIFIED PRODUCT.

2. SHOP DRAWING SUBMITTAL:

SHOP DRAWINGS OF EACH ITEM SPECIFIED SHOWING

LAYOUT,PROFILES, METHODS OF JOINING AND ANCHORAGE DETAILS.

3. SUBMITTAL FORM:

USE SUBMITTAL FORM AS A COVER PAGE FOR EACH PRODUCT AND

SHOP DRAWING. SEE SPECIFICATIONS FOR SUBMITTAL FORM.

1. LANDSCAPE ARCHITECT SHALL HAVE A SITE MEETING TO REVIEW

PROJECT BEFORE START OF WORK.

2. CONTRACTOR SHALL REVIEW ALL SPECIAL CONDITION LISTED BY THE

PIMA HEALTH DEPARTMENT AND REVIEW AND COORDINATE WITH

OWNER BEFORE START OF WORK.

3. ANY CHANGES IN CONSTRUCTION PLANS OR EQUIPMENT MUST BE

APPROVED BY THE PIMA COUNTY HEALTH DEPARTMENT. CHANGES

MAY REQUIRE ADDITIONAL PLAN CHECK FEES AND RE-SUBMITTAL OF

PLANS.

4. PLAN APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY LAW,

ORDINANCE, OR REGULATION AND FINAL APPROVAL IS SUBJECT TO

FIELD INSPECTION AND EVALUATION BY LANDSCAPE ARCHITECT AND

PIMA COUNTY HEALTH DEPARTMENT.

5. PROVIDE OWNER WITH 15 DAY NOTICE OF COMPLETION SO THAT THEY

CAN APPLY FOR A PIMA COUNTY HEALTH USE PERMIT.

6. THE CONTRACTOR SHALL TEST COLD WATER SUPPLY BEFORE SURGE

TANK IS FILLED WITH WATER AND PROVIDE CHEMICALS TO BALANCE

THE WATER PER PIMA COUNTY HEALTH STANDARDS

7. THE OWNER SHALL CONTRACT OR HIRE A CERTIFIED POOL OPERATOR

(CPO) AND HAVE THAT PERSON ON SITE THE DAY OF TRAINING BY THE

CONTRACTOR.

8. THE CONTRACTOR SHALL PROVIDE TWO TRAINING DAYS BEFORE

SYSTEM IS TURNED OVER THE OWNER AT LEAST THREE DAYS APART.

ALL OPERATIONAL MANUALS WILL BE PROVIDED DURING THE FIRST

TRAINING. ALL TRAINING SHALL BE VIDEO AND PROVIDED TO OWNER.

9. THE CPO IS RESPONSIBLE TO PROVIDE A DAILY RECORD OF

MAINTENANCE AND WATER QUALITY. THIS WRITTEN INFORMATION

SHALL BE KEEP IN THE EQUIPMENT YARD AND AVAILABLE FOR

INSPECTION AND REVIEW BY THE HEALTH DEPARTMENT..

10. BARRIER/ENCLOSURE SHALL BE PROVIDED TO MEET LOCAL HEALTH

DEPARTMENT AGREEMENT WITH THE OWNERS.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR BLUE STAKE IN ALL AREAS

OF EXCAVATION PRIOR TO WORK.

PROJECT NOTES

1. WARRANTY

1.1. ALL EQUIPMENT SHALL BE WARRANTED BY THE MANUFACTURER

AND OR CONTRACTOR FOR A MINIMUM OF TWO (2) YEARS

FOLLOWING THE DATE OF SUBSTANTIAL COMPLETION.

1.2. WARRANT FINISH SURFACES AND FINISHES FOR (1) YEAR AGAINST

DELAMINATING.

2. OPERATION AND MAINTENANCE MANUALS

2.1. MANUALS, GENERAL

2.1.1. ORGANIZE EACH MANUAL INTO A SEPARATE SECTION FOR

EACH SYSTEM AND SUBSYSTEM, AND A SEPARATE SECTION

FOR EACH PIECE OF EQUIPMENT NOT PART OF A SYSTEM.

EACH MANUAL SHALL CONTAIN THE FOLLOWING MATERIALS,

IN THE ORDER LISTED

2.2. OPERATION MANUALS

2.2.1. SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS

2.2.2. OPERATING STANDARDS

2.2.3. OPERATING PROCEDURES

2.2.4. OPERATING LOGS

2.2.5. WIRING DIAGRAMS

2.2.6. PIPED SYSTEMS DIAGRAMS

2.2.7. PRECAUTIONS AGAINST IMPROPER USE

2.3. MAINTENANCE MANUALS

2.3.1. PRODUCT INFORMATION

2.3.2. MAINTENANCE PROCEDURES

2.3.3. REPAIR INSTRUCTIONS, MATERIALS AND SOURCES

2.4. DRAWINGS

2.4.1. MOST RECENT SET OF CONSTRUCTION DRAWINGS

2.4.2. AS-BUILT DRAWINGS

WARRANTY NOTES

CODE COMPLIANCE

1. 2018 INTERNATIONAL BUILDING CODE

2. 2018 INTERNATIONAL PLUMBING CODE

3. 2018 INTERNATIONAL MECHANICAL CODE

4. 2018 INTERNATIONAL ENERGY CONSERVATION CODE

5. 2017 NATIONAL ELECTRIC CODE

6. 2009 ICC A117.1

7. AMERICANS WITH DISABILITIES ACT

8. DEPARTMENT OF PUBLIC HEALTH - PIMA COUNTY HEALTH DEPT.

PROJECT PLUMBING NOTES

1. ALL ELECTRICAL WORK SHALL COMPLY WITH FOLLOW: NEC - ARTICLE

680 - SWIMMING POOL INSTALLATIONS - SEE: ELECTRICAL SHEETS FOR

ADDITIONAL NOTES:

- 680.3 - CORD AND PLUG-CONNECTED EQUIPMENT

- 680.8 - OVERHEAD CONDUCTOR CLEARANCES

- 680.10 - UNDERGROUND WIRING LOCATION

- 680.11 - EQUIPMENT ROOM AND PITS

- 680.12 - DISCONNECTING MEANS

- 680.21 - MOTORS

- 680.24 - JUNCTION BOXES

- ANY ADDITIONAL STATE AND LOCAL REQUIREMENTS

ELECTRICAL NOTES

1. PIPE ROUTING IS FOR DIAGRAM ONLY. THE SPLASH PAD CONTRACTOR

AND G.C. SHALL COORDINATE ROUTING LOCATIONS.

2. ALL PIPING FOR THE SPLASH PAD SYSTEMS IN THE EQUIPMENT YARD

AND 5' OUTSIDE YARD WALL SHALL BE SCHEDULE 80 PVC, ALL SUPPLY

PIPING TO EACH PAD FROM THIS POINT OF CONNECTON SHALL BE

SCHEDULE 40 PVC. ALL GRAVITY PIPE SHALL BE SCH. 40 PVC.

3. THE PIPING INSTALLATION IN THE EQUIPMENT ROOM SHALL BE

SUPPORTED BY A UNISTRUT SYSTEM IN ACCORDANCE WITH IPC.

CONTRACTOR SHALL SUBMIT SUPPORT SYSTEM DESIGN TO ADI

BEFORE START OF THIS WORK FOR APPROVAL.

4. ALL PIPE PENETRATIONS INTO TANK SHALL BE COORDINATED WITH

THE TANK SUPPLIER AND SHOP DRAWINGS. VERTICAL LID

PENETRATIONS CAN BE CAULKED, ALL HORIZONTAL PENETRATIONS

SHALL USE LINK SEALS TO SECURE PIPING SYSTEMS AND PROVIDE A

WATER TIGHT SEAL.

5. INSTALL TRACER WIRE FOR ALL PLUMBING NOT INSTALLED UNDER

CONCRETE. PROVIDE A DIMENSIONED PLAN LOCATING PIPE OUTSIDE

OF PAVEMENT AT PROJECT TURNOVER/START UP PHASE.

ABBREVIATIONS

GALLONS PER MINUTE

POUNDS PER SQUARE INCH

NOT TO SCALE

MECHANICAL ELECTRICAL PLUMBING

NATIONAL SANITATION FOUNDATION

GPM

FINISHED FLOOR ELEVATIONFFE

PSI

NTS

MEP

NSF

ELEVATIONELV

pH POTENTIAL HYDROGEN

ADA AMERICANS WITH DISABILITIES ACT

BACKFLOW PREVENTION ASSEMBLYBPA

1. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S

INSTRUCTIONS.

2. ALL EQUIPMENT AND MATERIALS NOT SHOWN OR SPECIFIED ON THE

CONTRACT DOCUMENTS, BUT REQUIRED TO COMPLETE THIS PROJECT,

SHALL BE SUPPLIED BY THE CONTRACTOR AS PART OF THIS

CONTRACTED WORK.

3. THE CONTRACTOR SHALL PERFORM A HYDROSTATIC TEST TO 50 PSI

FOR 30 MINUTES AND KEEP A MINIMUM OF 15 PSI ON SYSTEM UNTIL ALL

DECKING AND PLANTING IS COMPLETED IN THE AREA OF THE PIPING

SYSTEMS.

4. PRESSURE GAUGES SHALL BE BE INSTALLED ON THE INLET AND

OUTLET OF EACH FILTER SYSTEM AND LOCATED WHERE THEY CAN BE

EASILY READ.

5. VACUUM GAUGES SHALL BE INSTALLED ON THE INLET TO EACH PUMP

AND INSTALLED IN WHERE THEY CAN BE EASILY READ.

6. LABEL PIPE SIZE, TYPE, AND FLOW DIRECTION FOR ALL EQUIPMENT

WITH A MINIMUM OF 3/4 INCH TEXT PER ANSI A13.

7. ALL EQUIPMENT, PLUMBING, AND VALVES, SHALL BE INSTALLED FOR

EASY ACCESS AND REPAIR. GAUGES, FLOW METERS AND BLEED

VALVES WILL BE LOCATED IN A CONSISTENT LOCATION FOR EACH

BOOSTER PUMP SYSTEM.

8. FILTER BACKWASH SHALL TAKE PLACE WHEN THE THE DIFFERENTIAL

PRESSURE BETWEEN THE INFLUENT AND INFLUENT PRESSURE

GAUGES READ APPROXIMATELY 4-5 PSI DIFFERENCE.

9. OWNER SHALL SUPPLY BACKWASH PIPING RISER IN EQUIPMENT YARD

SLOPED A MINIMUM OF .5% TO SITE DETENTION BASIN.

10. BACKWASH WATER VOLUME WITH EQUAL 105 GPM FOR 5 MINUTE EACH

FILTER.

EQUIPMENT NOTES

1. WATER FEATURES SHALL NOT BE FILLED WITH WATER UNTIL FILTRATION SYSTEM

AND CHLORINATION SYSTEM ARE COMPLETE AND READY FOR START-UP.

CONTRACTOR SHALL NOTIFY OWNER IN WRITING OF START-UP AT LEAST TWO

WEEKS PRIOR TO WATER FEATURE FILLING PHASE. OWNER IS RESPONSIBLE FOR

SUPPLYING HALOGEN PRODUCTS AND pH CONTROL PRODUCTS FOR

MAINTENANCE OF WATER FEATURES.

2. THE WATER FEATURE CONTRACTOR SHALL FLUSH ENTIRE SYSTEM, INCLUDING

WATER SOURCE, PRIOR TO INSTALLATION OF FEATURE JETS.

3. THE WATER FEATURE CONTRACTOR SHALL MAINTAIN EACH WATER FEATURE FOR

14 CONSECUTIVE DAYS IN CONJUNCTION WITH MECHANICAL SYSTEM

OPERATIONAL TEST. THIS MAINTENANCE PERIOD SHALL BE EXTENDED WITH

MECHANICAL SYSTEM OPERATIONAL TEST IF REQUIRED PER MANUFACTURE

GUIDELINES. DURING THIS TIME, CLEAN ENTIRE WATER FEATURE INTERIOR TWICE

DAILY STARTING IMMEDIATELY AFTER FILLING WATER FEATURES. PERIODICALLY

CLEAN GRATES UNTIL NO FURTHER ACCUMULATION OF FOREIGN MATERIALS

OCCURS, AND ADD CHEMICALS AS REQUIRED FOR ACCEPTABLE WATER QUALITY.

WATER FEATURE CONTRACTOR MAY USE VACUUM SPECIFIED DURING THIS

START UP PHASE BUT WILL PROVIDE NEW CARTRIDGE FILTER ELEMENT IN

UNOPENED BOX AT TURN OVER OF WATER FEATURE SYSTEMS TO OWNER.

4. THE OWNER SHALL BE TRAINED ON ALL SYSTEMS AFTER COMPLETION OF 14 DAY

START UP PERIOD. PROVIDE VIDEO OR OTHER ELECTRONIC DOCUMENTATION TO

OWNER OF TRAINING.

WATER FEATURE START-UP

WATERPROOFING NOTES

1. SEAL ALL PENETRATIONS THROUGH CONCRETE/SHOTCRETE SLAB WITH

AQUABOND UW-5000 EPOXY AT CONNECTION OF PVC TO SLAB.

2. PROVIDE WATERPROOFING SYSTEM AQURON CPSP BY AQURON CORPORATION

INTERNATIONAL (WWW.AQURON.COM) APPLY TWO COATS OVER FINISH SLAB.

1. ALL GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH NATIONAL

ELECTRIC CODE (NEC) AND THE LOCAL AUTHORITY HAVING

JURISDICTION.

2. THESE PLANS ARE DIAGRAMMATIC AND MAY NOT REPRESENT THE FINAL

LOCATIONS OF THE EQUIPMENT. THE IWF CONTRACTORS SHALL

COORDINATE ALL GROUNDING REQUIREMENTS AND EQUIPMENT

ELECTRICAL CONNECTIONS WITH ALL OTHER WORK TO BE COMPLETED

WITH CONSIDERED FIELD CONDITIONS.

3. THE GROUNDING GRID TO BE INSTALLED WITHIN THE INTERACTIVE

WATER FEATURE ASSEMBLIES SHALL BE INSTALLED WITH A MINIMUM OF

BARE #8 GROUND WIRE (99% PURE COPPER) AND INSTALLATION IS TO BE

COORDINATED WITH FINAL FEATURE CONSTRUCTION.

4. GROUNDING GRID SHALL BE INSTALLED A MINIMUM OF 3 FEET AROUND

THE EXTENTS OF THE SPLASH PAD EDGES IN ACCORDANCE WITH NEC.

5. ALL GROUNDING CONNECTIONS SHALL BE CAD-WELDED OR AS

OTHERWISE REQUIRED, CAD WELDING SHALL BE COPPER TO COPPER

WITH 6% SILVER FOR DUCTILITY.

6. PROVIDE #8 BARE COPPER WIRE SPACED AT 1 FOOT APART FOR ENTIRE

LENGTH OF BONDING GRID, COPPER WELD AT EACH JOINT. PROVIDE #8

COPPER GROUNDING CONDUCTOR FROM LIGHTS, RAILS, AND OTHER

REQUIRED ACCESSORIES PER BONDING DIAGRAM DETAIL.

BONDING & GROUNDING

VICINITY MAP

SYMBOL KEY

Scale: 1:1

VIEW TITLE1

SECTION REFERENCE:

DETAIL BLOCK REFERENCE:

SHEET LOCATION:

SP001

SP001

DETAIL NUMBER

REFERENCE NUMBER / SHEET NUMBER

SECTION LETTER / SHEET NUMBER

VEW DIRECTION

WINDOW BOX

100% BID SET

NOT FOR

+7

SPA EQUIPMENT ROOM

+7

SPA EQUIPMENT ROOM

-1"+0" -2" -3" -3" -2" -1"

+30.25 = 0" AT

PERIMETER

EDGE

-2"

+7

SPA EQUIPMENT ROOM

Gator Storage

Men's

Women's

Storage

Wash

Chase

Family

BBQ

Office

Storage

Concessions

Splash Pad Equipment

RR 3

RR 2

RR 1

RR 4

205CHLOR

ACID

Scale: 1:50

SPLASH PAD SITE PLAN1

SP101

SPD07

SPP01

100% BID SET

NOT FOR

-1" +0"

-2" -3" -3" -2" -1"

+30.25 = 0" AT

PERIMETER

EDGE

-2"

Scale: 1/8"=1'

SPLASH PAD KEYNOTE AND LAYOUT PLAN1

I1. PAD DRAIN: DALDORADO; 12" PVC DRAIN, 74 LINEAR FEET. SEE: SHEET

SPD09, DETAIL 2.

I2. SERPENT NO2: VORTEX; MODEL VOR-7214. SET AT 8 GPM. SEE: SHEET

SPD09, DETAIL 6. (QTY. 1)

I3. TWIN SPLASH: VORTEX; MODEL VOR-7242. SET AT 15 GPM. SEE: SHEET

SPD09, DETAIL 7. (QTY. 1)

I4. FUMBLING FIVE: VORTEX; MODEL VOR-7384. SET AT 30 GPM. SEE: SHEET

SPD09, DETAIL 8. (QTY. 1)

I5. SILHOUETTE NO2: VORTEX; MODEL VOR-7773. SET AT 6 GPM EACH. SEE:

SHEET SPD09, DETAIL 9. (QTY. 1)

I6. SPRAY CANNON: VORTEX; MODEL VOR-0201. SET AT 6 GPM EACH. SEE:

SHEET SPD09, DETAIL 5. (QTY. 6)

I7. BUTTERFLY NO1: VORTEX; MODEL VOR-7792. SET AT 8 GPM EACH. SEE:

SHEET SPD09, DETAIL 4. (QTY. 1)

I8. JET NOZZLE: CRYSTAL FOUNTAINS; NLG SERIES, NLG 202, 3FT SPRAY

HEIGHT, 25 GPM. SEE: SHEET SPD10, DETAIL 1. (QTY. 8)

I9. JET NOZZLE: CRYSTAL FOUNTAINS; NLG SERIES, NLG 203, 3FT SPRAY

HEIGHT, 26 GPM. SEE: SHEET SPD10, DETAIL 2. (QTY. 10)

IMBEDI

DE1. SPLASH PAD COATING: REINFORCED CONCRETE WITH COATING PER

LANDSCAPE ARCHITECT, COORDINATE COLOR WITH LANDSCAPE

ARCHITECT. SLOPE TO DRAIN AT 2% MAX.

DESIGN ELEMENTDE

ELECTRICALE

E1. BOLLARD: PENTAIR SPA REMOTE BUTTON AND CONTROLLER TO TURN

ON PUMPS; PROVIDE 1" CONDUIT TO CUSTOM POST- 12 GAUGE

CIRCUIT FROM CONTROLLER TO POST. CONTACT JOHN WATT

JOHN.WATT@PENTAIR.COM FOR CONTROL SYSTEM. POST IS CUSTOM

FABRICATED OF STAINLESS STEEL AND POWDER COATED WHITE. SEE

DETAIL 4, SPD10 (QTY. 1)

E2. BONDING DIAGRAM: PER NEC REQUIREMENTS. SEE: SHEET SP502,

DETAIL 3.

ACCESSORIES & SAFETYA

SPLASH PAD RULES - CAUTION FOR YOUR SAFETY

1. USE AT YOUR OWN RISK.

2. CHILDREN MUST HAVE ADULT SUPERVISION AT ALL TIMES.

3. NO PETS, GLASS, ROCKS, BOTTLES, OR WATER BALLOONS.

4. NO SKATEBOARDS, ROLLER SKATES, ROLLERBLADES, SCOOTERS, OR

BICYCLES.

5. DO NOT USE SPLASH PAD DURING LIGHTNING STORMS.

6. USE THE RESTROOM BEFORE ENTERING THE SPLASH PAD.

7. DO NOT ALLOW CHILDREN WHO ARE ILL ONTO THE SPLASH PAD.

8. INFANTS AND TODDLERS MUST WEAR A SWIM DIAPER.

9. DO NOT CHANGE DIAPERS WITHIN THE SPLASH PAD AREA.

10. DO NOT DRINK THE SPLASH PAD WATER.

11. NO PET WASHING, CLOTHES WASHING, OR BATHING IN THE SPLASH PAD.

12. NO FOOD OR DRINKS ALLOWED WITHIN THE SPLASH PAD AREA.

I9

I2

I6

I3

I9

I6

E1

I4

I1

I7

I5

I6

I9

I8

I8

SPD05

100% BID SET

NOT FOR

+30.25 = 0" AT

PERIMETER

EDGE

-2"

Scale: 1/8"=1'

SPLASH PAD PLUMBING1

MATCH LINE

Scale: 1/8"=1'

SPLASH PAD PLUMBING2

CIRCULATION SYSTEMC

ALL PIPING TO BE SCH 40.

CIRCULATION SYSTEM DESIGN FLOW RATE - 145 GPM

C1. GRAVITY TRUNK: (SIZED FOR COMBINED TOY FLOW - 255 GPM)

8" PVC - 255 GPM - 100% COMBINED TOY FLOW @ 1.8 FPS < 3.0 FPS

C2. GRAVITY RISER: (QTY. 2)

6" PVC - 127.5 GPM - 50% COMBINED TOY FLOW @ 1.6 FPS < 3.0 FPS

C3. SUCTION TRUNK LINE: (FROM SURGE TANK TO CIRCULATION PUMP)

4" PVC - 145 GPM - 100% MAX. FLOW @ 3.8 FPS < 5.0 FPS

C4. SUCTION TRUNK LINE: (FROM GRAVITY TRUNK TO CIRCULATION PUMP)

2" PVC - N/A

C5. INLET TRUNK LINE: (FROM CIRCULATION PUMP TO SURGE TANK)

3" PVC - 145 GPM - 100% MAX. FLOW @ 6.5 FPS < 8.0 FPS

C6. COLD WATER SUPPLY: (PER MEP)

1-1/2" MIN. - N/A

C7. FILL LINE: (FROM LEVELOR TO SURGE TANK)

4" PVC - N/A

TOY PUMP [P-2] PLUMBINGTA

ALL PIPING TO BE SCH 40.

TOY PUMP [P-2] DESIGN FLOW RATE - 95 GPM

TA1. SUCTION TRUNK LINE: (FROM SURGE TANK TO PUMP [P-2])

4" PVC - 95 GPM @ 2.5 FPS < 5.0 FPS

TA2. FUMBLING FIVE INLET TRUNK LINE:

2" PVC - 30 GPM @ 2.9 FPS < 8.0 FPS

TA3. TWINSPLASH INLET TRUNK LINE:

2" PVC - 15 GPM @ 1.4 FPS < 8.0 FPS

ACTUATOR VALVE TO SPLIT UP FLOW TO (6) PORTS.

PORT 1/4:

TA4. INLET TRUNK LINE: (NLG202 - QTY. 2)

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

PORT 2/5:

TA5. INLET TRUNK LINE: (NLG203 - QTY. 2)

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

PORT 3/6:

TA6. INLET TRUNK LINE: (NLG202 - QTY. 1 & NLG203 - QTY. 1):

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

TOY PUMP [P-3] PLUMBINGTB

ALL PIPING TO BE SCH 40.

TOY PUMP [P-3] DESIGN FLOW RATE - 58 GPM

TB1. SUCTION TRUNK LINE: (FROM SURGE TANK TO PUMP [P-3])

3" PVC - 58 GPM @ 2.6 FPS < 5.0 FPS

TB2. SILHOUETTE NO2 & SPRAY CANNON INLET TRUNK LINE:

2" PVC - 18 GPM @ 1.9 FPS < 8.0 FPS

TB3. BUTTERFLY NO1 INLET TRUNK LINE:

2" PVC - 8 GPM @ 0.8 FPS < 8.0 FPS

TB4. SPRAY CANNON INLET TRUNK LINE:

2" PVC - 12 GPM @ 1.4 FPS < 8.0 FPS

TB5. SERPENT NO2 INLET TRUNK LINE:

2" PVC - 8 GPM @ 0.8 FPS < 8.0 FPS

TB6. SPRAY CANNON INLET TRUNK LINE:

2" PVC - 12 GPM @ 1.4 FPS < 8.0 FPS

TOY PUMP [P-4] PLUMBINGTC

ALL PIPING TO BE SCH 40.

TOY PUMP [P-4] DESIGN FLOW RATE - 100 GPM

TC1. SUCTION TRUNK LINE: (FROM SURGE TANK TO PUMP [P-4])

4" PVC - 100 GPM @ 2.5 FPS < 5.0 FPS

ACTUATOR VALVE TO SPLIT UP FLOW TO (6) PORTS.

PORT1/4:

TC2. INLET TRUNK LINE: (NLG202 - QTY. 2)

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

PORT 2/5:

TC3. INLET TRUNK LINE: (NLG203 - QTY. 2)

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

PORT 3/6:

TC4. INLET TRUNK LINE: (NLG203 - QTY. 2)

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

ACTUATOR VALVE TO SPLIT UP FLOW TO (6) PORTS.

PORT 1/4:

TC5. INLET TRUNK LINE: (NLG202 - QTY. 2)

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

PORT 2/5:

TC6. INLET TRUNK LINE: (NLG203 - QTY. 2)

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

PORT 3/6:

TC7. INLET TRUNK LINE: (NLG202 - QTY. 1 & NLG203 - QTY. 1):

2" PVC - 50 GPM @ 4.8 FPS < 8.0 FPS

C1

TC7

TC6

TC5

TB6

TB5

TA3

TC4

TA2

TC2

TB3

TB2

TC3

TB4

TA4

TA5

TA6

SPD06

100% BID SET

NOT FOR

SANITATION EQUIPMENTS

S1. CHEMISTRY CONTROLLER: BECSYS5 WATER CHEMISTRY CONTROLLER, MODEL: BECSYS5,

115V, 12.25 AMPS. SEE: SHEET SPD12, DETAIL 4. (QTY. 1)

S2. PUMSAR PRECISSION CAL HYPO FEEDER. 120V 15A POWERS BOTH FEEDERS.

S3. PULSARM ACID PLUS ACID TAB FEEDER SHAIRS POWER WITH PULSAR TAB FEEDER

S4. EYEWASH STATION - PER MEP (QTY. 1)

S5. UV SYSTEM: CHLORKING; SAG480-CR, 120V, 7.2 AMP BREAKER REQUIRED. SEE: SHEET SPD11, DETAIL 5. (QTY. 1)

S6. BACKWASH TANK: CHEM-TAINER; RECTANGULAR L SERIES, 530 GALLON, 54"X54"X42"H. WITH

STAINLESS STEEL SUPPORT FRAME. SEE: SHEET SPD12, DETAIL 2. (QTY. 1)

S7. PORTABLE VACUUM: WATER CO.; MODEL: ULTRA VAC, 3/4HP MULTICYCLONE 12 ULTRA, 50FT

CORD, #16V1275. (QTY. 1)

VALVES & GAUGESV

V1. PRESSURE-VACUUM GAUGES: PRODUCT OF MILJOCO CORPORATION. MODEL

#PLF2598LZ005SS, INDUSTRIAL GAUGE, 2.5-INCH DIAL, 316 STAINLESS STEEL CASE,

GLYCERIN FILLED. RANGE OF 0-100 PSI FOR PRESSURE, AND 0-30 INCHES OF MERCURY

FOR VACUUM. (ONE ON EACH PUMP INLET/OUTLET, ONE ON EACH FILTER OUTLET)

V2. BALL VALVES: ASAHI/AMERICA. TYPE 21, 1-INCH, WITH EPDM SEALS AND TEFLON SEATS.

(QTY. AS NEEDED)

V3. BUTTERFLY VALVE: ASAHI AMERICA, TYPE 57, PVC, LEVER (3" TO 6"), EPDM SEALS, EPDM

SEATS, POOL CONTRACTOR TO PROVIDE FLANGES & S.S. HARDWARE (QTY. AS NEEDED)

V4. MULTI-PORT VALVES: JANDY NEVERLUBE. 2-INCH, 2 & 3 PORT (QTY. PER PLAN) USE ON 2"

PIPING SYSTEMS (QTY. AS NEEDED)

V5. FLOW METER VALVE: H2FLOW, FLOWVIS, USE 3" AFTER EXIT OF FILTER, USE 2/2.5"

(NON-CHECK VALVE STYLE) ON EXIT OF BOOSTER PUMPS. USE 2/2.5"(CHECK VALVE STYLE

ON FILTER BACKWASH LINES) QTY. 1, 3 & 2.

V6. ACTUATOR VALVE: A&A; 6-PORT ACTUATOR VALVE. SEE: SHEET SPD11, DETAIL 2. (QTY. 3)

V7. RPZ: PER MEP. SEE: SHEET SPD11, DETAIL 1. BY CIVIL ENGINEER-ADI DETAIL FOR

REFERENCE ONLY.

V8. CHECK VALVE: ASAHI AMERICA, WAFER STYLE, 3" ON EXIT OF CIRCULATION PUMP WITH

FLANGES AND STAINLESS STEEL HARDWARE.

E1. AUTOFILL: BECS AUTOFILL CONTROL AND SENSOR 110V, 15AMP CIRCUIT. SEE: SHEET SPD11, DETAIL 3. (QTY. 1)

E2. GFCI: BY OTHERS

E3. SPLASH PAD CONTROL SYSTEM: PENTAIR; SINGLE BODY SYSTEM - I10P UPGRADE KIT #522047, INTELLICENTER POWER CENTER #522044, SPA SWITCH #RCS1. CONTACT JOHN WATT AT

623-444-4386 OR 623-451-3151 PRIOR TO INSTALLATION.

E4. ELECTRICAL TRANSFORMER: BY OTHERS

ELECTRICALE

C1. SPLASH PAD CIRCULATION PUMP [P-1]: PENTAIR; WHISPERFLO XF VS, #022035, 5 HP, 208, SINGLE PHASE, 20 AMPS. (QTY. 1)

C2. SPLASH PAD CIRCULATION FILTER: PENTAIR; TR140C, #140316, 7.06SF. (QTY. 2)

C3. TOY SPRAY PUMP [P-2]: PENTAIR; INTELLIFLO3, #011075, 3 HP, 208V, SINGLE PHASE, 12.4 AMPS.

(QTY. 1)

C4. TOY SPRAY PUMP [P-3]: PENTAIR; INTELLIFLO3, #011075, 3 HP, 208V, SINGLE PHASE, 12.4 AMPS.

(QTY. 1)

C5. TOY SPRAY PUMP [P-4]: PENTAIR; INTELLIFLO3, #011075, 3 HP, 208V, SINGLE PHASE, 12.4 AMPS.

(QTY. 1)

C6. PRE-FILTER: WATERCO; MODEL: MULTI CYCLONE 16 PRO. PRODUCT #200385. (QTY. 5)

C7. EXTRA STRAINER: HAYWARD SB SERIES SIMPLEX BASKET STRAINER 3" PVC ON 2" LINE FROM

GRAVITY TANK LINE.

C8. SURGE TANK WITH POLYPROPYLENE LADDER AND 36"X36" BILCO LID, TYPE TER. SEE DETAIL

SHEETS.

MAIN CIRCULATION EQUIPMENTC

Scale: 1/4"=1'

EQUIPMENT PLAN 2

C8

SURGE TANK

SEE SP301

TOILET/SINK

CLEANOUTS

TOILET/SINK

CLEANOUTS

TOILET/SINK

CLEANOUTS

SPD07

100% BID SET

NOT FOR

a7.1

N-S section 1/8" = 1'-0"

CLASS

A129B

10'-0"

11'-3 3/4"

LANDING 2

a1.0

A a6.3

G

F

E

D a6.1 a9.2 a1.0 a1.0 a7.2 a7.2 a5.2

ELEVATION INDICATOR

PARTITION TYPE

KEYNOTE

CEILING HEIGHT

WINDOW MARK

DOOR NUMBER

ROOM NAME / NUMBER

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

ENLARGED AREA

SECTION / DETAIL TAG

BUILDING SECTION TAG

DRAWING TITLE

WALL SECTION TAG

symbols legend

H

S.

EG

RA

R

NZI O U.A

IS

D

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A.

T

IT

KEVIN A.

BARBER

37165

N

TACIFI

A D

DENG

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T E

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IN

M U R R

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T A

P A R K

P H A S E

S

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N

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R O A D

T U C S O N A Z

Project #:

Date:

Designed by:

Drawn by:

Checked by:

098134091

Revision Record

No.

DateDescription

Sheet Number: of

3300 EAST SUNRISE

DR, SUITE 130

TUCSON, AZ 85718

(p) 520.615.9191

Case #:

TD-DEV-0623-00272

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700

(520) 326-1148 www.swaimaia.com

OFFICE

FAX

ASSOCIATES LTD

ARCHITECTS AIA

11.10.23Contractor/COT RFIs

/3

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08.11.2023

AN01

abbreviations and symbols general project notesabbreviations

& AND

@ AT

AB ANCHOR BOLT

ABC AGGREGATE BASE

COURSE

ABI ADDITIVE BID ITEM

AC AIR CONDITIONING

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ACOUSTICAL PANEL

CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ATTN ATTENTION

AUTO AUTOMATIC

AV AUDIOVISUAL

BD BOARD

BET BUILDING ENTRANCE

TERMINAL

BFF BELOW FINISHED FLOOR

BIT BITUMINOUS

BL BASELINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM, BENCHMARK

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMNT BASEMENT

BUR BUILT-UP ROOFING

C CONDUIT

CA COMPRESSED AIR

CAB CABINET

CAT CATEGORY

CB CATCH BASIN

CB CEMENT BOARD

CBU CEMENTITIOUS BACKER

UNIT

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT

TELEVISION

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

CH CHILLER

CI CAST IRON

CIP CAST-lN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLKG CAULKING

CLR CLEAR

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CW COLD WATER

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIMS DIMENSIONS

DISP DISPENSER

DIV DIVISION

DMPF DAMP PROOFING

DN DOWN

DO DOOR OPENING

DR DOOR

DRN DRAIN

DS DOWNSPOUT

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

CMU CONCRETE MASONRY UNIT

E EAST

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENG ENGINEER

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE

DIENE M-CLASS

EQ EQUAL

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND LOCATION OF ALL UNDERGROUND OR CONCEALED UTILITIES IN ADVANCE OF ANY CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO HIRE A PRIVATE UTILITY LOCATING SERVICE TO LOCATE ALL

UNDERGROUND UTILITIES ON OR NEAR THE PROJECT SITE.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ANY OR ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY UTILITIES FOUND TO BE IN THE WAY OF THE NEW CONSTRUCTION SHALL BE REMOVED, RELOCATED OR REPLACED AS DIRECTED. REFER TO

PLUMBING, ELECTRICAL, MECHANICAL AND/OR CIVIL PLANS FOR SPECIFIC REQUIREMENTS.

C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL ABANDONED (RETIRED) UTILITIES THAT INTERFERE WITH THE CONSTRUCTION PROJECT. THE CONTRACTORS AND LOCAL UTILITY AND TRAFFIC CREWS SHALL COORDINATE WORK SCHEDULES SO AS TO

PREVENT ANY CONFLICTING WORK CONDITIONS.

D. CONTRACTOR SHALL REPAIR ANY AND ALL UTILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION IN ACCORDANCE WITH LOCAL

SPECIFICATIONS, AT NO ADDITIONAL COST.

E. CONTRACTOR TO NOTIFY "BLUE STAKE" @ 1-800-782-5348, AT LEAST 48-HOURS IN ADVANCE OF ANY EXCAVATION. UTILITY LOCATIONS SHALL

BE COORDINATED WITH THE ARCHITECT.

F. ALL ITEMS REMOVED SHALL BE TEMPORARILY STORED IN A LOCATION APPROVED BY THE OWNER, AND THE OWNER SHALL REVIEW ALL ITEMS PRIOR TO ANY DISPOSAL. ANY ITEM WHICH IS DEEMED SALVAGEABLE SHALL REMAIN THE OWNER'S PROPERTY, AND WILL BE REMOVED TO STORAGE FACILITIES DESIGNATED BY THE OWNER FOR FUTURE USE. IF THE OWNER DEEMS AN ITEM AS NON-SALVAGEABLE, THE

CONTRACTOR SHALL DISPOSE OF IT.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY DEBRIS RESULTING FROM THE DEMOLITION AND CONSTRUCTION. AT NO TIME SHALL ANY OF THIS MATERIAL OBSTRUCT THE NORMAL OPERATION.

H. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY OR ALL EXCESS EXCAVATION AND CONSTRUCTION RELATED DEBRIS, AT

THE END OF EACH WORK DAY.

I. THE CONTRACTOR IS ADVISED THAT DAMAGE TO ANY PORTION OF THIS PROJECT'S BUILDING(s) & SURROUNDING AREA AS A RESULT OF THIS

PROJECT IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB SITE TO FAMILIARIZE HER/HIM SELF WITH ALL THE EXISTING CONDITIONS

THAT COULD AFFECT THE INSTALLATION OF ANY WORK SET FORTH IN THESE PLANS.

K. THE JOB SITE, AT THE COMPLETION OF CONSTRUCTION, SHALL BE CLEANED OF ANY DEBRIS OR SPOILS RESULTING FROM THE

CONSTRUCTION.

L. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING RECORDED DIMENSIONS INDICATED AND ALL EXISTING CONDITIONS THAT

IMPACT NEW CONSTRUCTION.

M. THE CONTRACTOR SHALL ESTABLISH ALL QUANTITIES BASED ON ACTUAL CONDITIONS. THESE DRAWINGS ARE NOT TO BE SCALED.

N. BLOCK WALLS ARE DIMENSIONED TO FACE OF BLOCK. DIMENSIONS ARE NOMINAL THICKNESS. BLOCK WALL OPENINGS ARE DIMENSIONED TO

ROUGH OPENING.

O. METAL STUD PARTITIONS ARE DIMENSIONED TO FACE OF STUD. ALL ROUGH OPENINGS ARE LOCATED 4" TO NEAREST ADJACENT WALL

UNLESS DIMENSIONED OTHERWISE.

P. COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. OBTAIN AND PAY FOR ALL PERMITS AND LICENSES REQUIRED.

Q. REFER TO BUILDING CODE ANALYSIS SHEETS FOR ADDITIONAL CODE REQUIREMENTS.

R. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST 72 HOURS IN ADVANCE OF ANY CONSTRUCTION THAT REQUIRES SPECIAL/REQUIRED INSPECTION(s).

S. REFERENCE ALL ARCHITECTURAL, CIVIL, LANDSCAPING, MECHANICAL, PLUMBING, AND ELECTRICAL SHEETS FOR SCOPE OF WORK &

COORDINATION.

T. ALL MATERIALS REQUIRED SHALL BE OF A GRADE AND QUALITY CONSISTENT WITH THE INTENDED USE AS SPECIFIED & APPROVED BY THE

ARCHITECT.

U. ALL EQUIPMENT OR MATERIALS NOT SHOWN OR SPECIFIED ON THE PLANS OR IN THE SPECIFICATIONS, BUT ARE REQUIRED TO COMPLETE THE INSTALLATION SHALL BE SUPPLIED BY THE CONTRACTOR AS PART OF THE CONTRACT WORK.

V. UNLESS OTHERWISE NOTED ALL BLOCKING OR BACKING MATERIAL SHALL BE SOLID WOOD FOR ALL WALL MOUNTED ITEMS.

W. INSTALL A CONTINUOUS BEAD OF SEALANT AT ALL GAPS/SEAMS BETWEEN IMMOVABLE EQUIPMENT AND WALLS.

X. ALL SURFACES SHALL BE PAINTED OR FINISHED PER SPECIFICATION. REFER TO FLOOR PLANS, ROOM FINISH SCHEDULE, BUILDING/WALL SECTIONS, DETAILS AND SPECIFICATIONS FOR ADDITIONAL PAINTING & FINISH REQUIREMENTS.

Y. ALL TERMINATIONS OF CARPET, TILE, OR VCT TO ANOTHER FLOOR MATERIAL SHALL HAVE TRANSITION OR REDUCER STRIPS - SEE SPECS.

Z. ALL INTERIOR FINISHES SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 8 OF THE 2018 INTERNATIONAL BUILDING CODE.

AA. PROVIDE AN ESCUTCHEON AT EACH PIPE PENETRATION @ FLOOR AND/OR WALL SURFACES, TYPICAL.

BB. ALL CORES INTO WALLS AND SLABS SHALL BE PRIOR APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER.

CC. INSTALL GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS INDICATED OR IF NOT INDICATED AS ACCORDING TO THE REQUIREMENTS THAT

ARE ESTABLISHED IN THE SPECIFICATIONS.

DD. FIRE LANES SHALL BE MAINTAINED IN A CONDITION TO ASSURE ACCESS TO ALL BUILDINGS DURING CONSTRUCTION.

EE. ALL NEW ROOFING SYSTEMS TO HAVE A CLASS "A" FIRE RATING PER SPECIFICATION SECTION 07527.

FF. UPON COMMENCEMENT OF INTERIOR WORK, SMOKING WITHIN THE BUILDING IS PROHIBITED.

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FD FLOOR DRAIN OR FIRE

DEPARTMENT

FDC FIRE DEPARTMENT

CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF&E FURNITURE, FIXTURES AND

EQUIPMENT

FFB FLUSH FLOOR BOX

FFEL FINISH FLOOR ELEVATION

FH FLAT HEAD

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FO FACE OF

FP FIRE PROTECTION

FPG FIREPROOFING

FR FIRE RESISTANT

FRC FIBER REINFORCED

CONCRETE

FRT FIRE RETARDANT TREATED

FT FEET/FOOT

FTG FOOTING

FURN FURNITURE

FURR FURRING

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GEN GENERAL

GFRC GLASS FIBER REINFORCED

CONCRETE

GL GLASS

GLAZ GLAZING

GRAN GRANULAR

GRD GROUND

GRFG GLASS FIBER REINFORCED

GYPSUM

GSM GALVANIZED SHEET METAL

GV GAS VALVE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH/HEIGHT

HB HOSE BIB

HB HOSE BIBB

HC HANDICAPPED

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HR HOUR

HRC HOSE REEL CABINET

HTG HEATING

HVAC HEATING VENTILATION AND

AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN INCH/INCHES

INCAND INCANDESCENT

INCL INCLUDED/INCLUDING

INFO INFORMATION

INSUL INSULATION

INSUL INSULATED OR INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCK OUT

LAM LAMINATE

LAV LAVATORY

LB POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMBR MEMBRANE

MFR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N NORTH

NA NOT APPLICABLE

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NON

COMB

NON COMBUSTIBLE

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED,

OWNER INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PAINT

PAV PAVING

PBD PARTICLE BOARD

PC PRECAST

PDF POWER DRIVEN FASTENER

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PI. PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PNT PAINT OR PAINTED

POL POLISHED

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE

FOOT

PT POINT

PT PRESSURE TREATED

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED

REINFORCING

REINF REINFORCED

REL RELOCATE

REM REMOVABLE

REOOM RECOMMENDED

REQ REQUIRE/REQUIRED

REQD REQUIRED

RESIL RESILIENT

REV REVISION/REVISED

RM ROOM

RO ROUGH OPENING

RTD RATED

RTG RATING

RWL RAIN WATER LEADER

S SOUTH

SA SUPPLY AIR

SAF SELF ADHERED FLASHING

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET/FOOT

SH SPRINKLER HEAD

SHR SHOWER

SHT SHEET

SIM SIMILAR

SM SHEET METAL

SM SURFACE MOUNTED

SP STANDPIPE

SPEC SPECIFICATION

SPEC SPECIFIED OR

SPECIFICATION

SPK SPRINKLER OR SPEAKER

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMISSION

COEFFICIENT

STL STEEL

STOR STORAGE

STRG STRINGER

STRUCT STRUCTURAL

STRUCT STRUCTURE OR

STRUCTURAL

SUBCAT SUBCATEGORY

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TEL TELEPHONE/TELECOM

TELE TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TKBD TACK BOARD

TLT TOILET

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UON UNLESS OTHERWISE

NOTED

URNL URINAL

VAC VENTILATION AND AIR

CONDITIONING

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL COVERING

W WIDE/WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

WM WIRE MESH

WP WATERPROOF/WATERPRO

OFING

WPM WATERPROOF MEMBRANE

WS WEATHER-STRIPPING

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

x OCCUPANT LOAD

EXITING DIRECTION

EXITING LOAD AND DIRECTION

EXIT WIDTH REQUIRED

EXIT WIDTH PROVIDED

5"

72" P

R

WALL MOUNTED FIRE

EXTINGUISHER

FE

occupancy legend

Splash Pad Equipment

RR 4

RR 3

RR 2

RR 1

0" R 35" P

A

C C

E S

S

IB

L E

R O

U T

E

2018 IBC code analysis

GENERAL

OCCUPANCY: B

AREA SEPARATION: NONE REQUIRED.

OCCUPANCY SEPARATION (TABLE 508.4): NONE REQUIRED

TYPE OF CONSTRUCTION(TABLE 503): TYPE IIB (NO SPRINKLERS)

ALLOWABLE FLOOR AREA (TABLE 506.2): 23,000 S.F. @ B

ALLOWABLE HEIGHT (TABLE 504.3): 55'

ALLOWABLE STORIES (TABLE 504.4): THREE STORY

BUILDING ELEMENTS (TABLE 601): 0 HRS.

FIRE RATING AT EXTERIOR WALLS (TABLE 602): > 10<30 NO RATING REQUIRED.

ACTUAL GROSS BUILDING AREA

BUILDING 697 TOTAL SF (23,000 SF. ALLOWABLE)

OCCUPANT LOAD (TABLE 1004.5)

BUILDING 5 TOTAL OCCUPANCY

H

S.

EG

RA

R

NZI O U.A

IS

D

ET

ER ARC

CE

A.

T

IT

KEVIN A.

BARBER

37165

N

TACIFI

A D

DENG

S

T E

I

R

C

E T E

O

JO

A Q U

IN

M U R R

IE

T A

P A R K

P H A S E

S

IT

E

IM

P R O V E M E N T S

N

S

IL

V E R B E

LL

R O A D

T U C S O N A Z

Project #:

Date:

Designed by:

Drawn by:

Checked by:

098134091

Revision Record

No.

DateDescription

Sheet Number: of

3300 EAST SUNRISE

DR, SUITE 130

TUCSON, AZ 85718

(p) 520.615.9191

Case #:

TD-DEV-0623-00272

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700

(520) 326-1148 www.swaimaia.com

OFFICE

FAX

ASSOCIATES LTD

ARCHITECTS AIA

11.10.23Contractor/COT RFIs

/3

/2

:0

:3

P

M C

A c ti v e

R e v it P ro je c ts

\2

R

J o a q u in M u rr ie ta

S

IT

E

C

F T im o th y

S m it h .r v t

08.11.2023

AN03

code analysis restroom n o rt h1/8" = 1'-0"AN03 restroom egress plan

1. DO NOT SCALE DRAWINGS. COORDINATE ALL WORK

BETWEEN ARCHITECTURAL, STRUCTURAL, CIVIL,

MECHANICAL, PLUMBING, COMMUNICATIONS AND

ELECTRICAL DRAWINGS, CONFLICTS SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT PRIOR TO THE

IMPLEMENTATION OF WORK.

2. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL

DRAWINGS AND APPLICABLE CODES FOR REQUIRED

CLEARANCES OF EQUIPMENT.

3. REFER TO SHEET AD13 FOR TYPICAL ACCESSIBLE DETAILS

AND CLEARANCES.

general notes

CLASS

A129B

3 PARTITION TYPE

DOOR NUMBER

ROOM NAME / NUMBER

SEE SHEET SERIES "AD06

& AD07"

SEE SHEET SERIES "AD08"

floor plan sheet legend

SEE SHEET SERIES "AD06

& AD07"

AD024

AD02

AD02

AD02 8

AD02

AD02

Splash Pad Equipment

RR 1

RR 2

RR 3

RR 4

AD022

M4 M3

M4

6'-0"

5'- 0"

1'- 4"

3'- 4"

3'- 4"

4'- 0"

3'- 4"

8" 1'-

4" 3'-

4" 3'-

4" 4'-

0" 3'-

4" 1'-

4"

'-8

14'-8"

22.3

22.1

11.2

26.2

10.1

3.8

22.6

4.1

3.2

8.1

3.1

4.8

4.8

3.1

EM

EM

EM

EM

22.9

1.1

1.1

10.2

10.2

10.2

10.2

22.9

7'-3"

6'-8" 3'-4" 4'-8" 6'-8 1/2" 5'-11 1/2" 2'-8"

'-8

22.6

11.9

1.1

2'- 8"

6'-8 1/2"

AD08

M4

10.3

8'- 0"

'-8

8'-

0"

M5

8.13.1

4.14

4.14

H

S.

EG

RA

R

NZI O U.A

IS

D

ET

ER ARC

CE

A.

T

IT

KEVIN A.

BARBER

37165

N

TACIFI

A D

DENG

S

T E

I

R

C

E T E

O

JO

A Q U

IN

M U R R

IE

T A

P A R K

P H A S E

S

IT

E

IM

P R O V E M E N T S

N

S

IL

V E R B E

LL

R O A D

T U C S O N A Z

Project #:

Date:

Designed by:

Drawn by:

Checked by:

098134091

Revision Record

No.

DateDescription

Sheet Number: of

3300 EAST SUNRISE

DR, SUITE 130

TUCSON, AZ 85718

(p) 520.615.9191

Case #:

TD-DEV-0623-00272

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700

(520) 326-1148 www.swaimaia.com

OFFICE

FAX

ASSOCIATES LTD

ARCHITECTS AIA

11.10.23Contractor/COT RFIs

/3

/2

:0

:4

P

M C

A c ti v e

R e v it P ro je c ts

\2

R

J o a q u in M u rr ie ta

S

IT

E

C

F T im o th y

S m it h .r v t

08.11.2023

AP02

splash pad RR floor plan n o rt h1/4" = 1'-0"AP02 floor plan restroom

1.1 LINE OF SHADE CANOPY ABOVE

3.1 CONCRETE SIDEWALK. SEE CIVIL AND LANDSCAPE

DRAWINGS FOR CONTINUATION.

3.2 4" CONCRETE SLAB ON 4" ABC. LIGHT BROOM FINISH.

EXPANSION JOINT AROUND PERIMETER OF SLAB AGAINST

WALLS. CAULK JOINT. SLOPE OUT OF DOOR AT 1%.

3.8 4" CONCRETE SLAB ON 4" ABC. LIGHT BROOM FINISH.

EXPANSION JOINT AROUND PERIMETER OF SLAB AGAINST

WALLS. CAULK JOINT. SLOPE AT 1% TO FLOOR DRAINS.

4.1 CMU WALL, PAINT EXTERIOR. REFER TO FINISH PLAN FOR

INTERIOR SIDE.

4.8 CMU COLUMN BASE WITH STEEL COLUMN AT CENTER. -

TYP.

4.14 MASONRY SCREEN WALL - REFER TO LANDSCAPE AND

CIVIL.

8.1 HOLLOW METAL DOOR IN HOLLOW METAL FRAME. PRIME

AND PAINT - TYP.

10.1 36", 42" AND 18" GRAB BARS PER ADA GUIDELINES - TYP.

10.2 HC RESTROOM SIGNAGE. SEE DETAIL 6 /AD12

10.3 BABY CHANGING STATION MOUNTED TO WALL.

11.2 TOILET PAPER DISPENSER - TYP.

11.9 PLAYGROUND + SHADE CANOPIES - REFER TO

LANDSCAPE.

22.1 TOILET - TYP. SEE PLUMBING DRAWINGS.

22.3 URINAL - TYP. SEE PLUMBING DRAWINGS.

22.6 HAND WASH SINK - REFER TO PLUMBING.

22.9 SPLASH PAD EQUIPMENT. REFER TO POOL DESIGN

DRAWINGS.

26.2 ELECTRICAL DISTRIBUTION PANEL - SEE ELECTRICAL

DRAWINGS.

keynotes

BETWEEN ARCHITECTURAL, STRUCTURAL, MECHANICAL,

PLUMBING, COMMUNICATIONS AND ELECTRICAL DRAWINGS

SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO THE IMPLEMENTATION OF WORK.

2. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL

DRAWINGS FOR ALL APPLICABLE CODES FOR REQUIRED

CLEARANCES OF EQUIPMENT.

3. SEE MECHANICAL, PLUMBING AND ELECTRICAL FOR ALL

PENETRATIONS THROUGH ROOFS. REFER TO TYPICAL

DETAILS.

4. ROOF HEIGHTS…

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