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Amphitheater Public Schools Rillito Center Drainage Mitigation PROJECT NO: DATE: THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS / PLANNERS, OR DESIGNATED CONSULTANTS. DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R REVISION SCHEDULE: FEBRUARY 2019 15.20.19 # DATE DESCRIPTION ISSUED TO DRAWN BY: CHECKED BY: KLINDT D. BRECKENRIDGE 1 A R I Z O N A D a t e S i g n ed . A . . S U . . . . . . . . . . . . . . . . . . R F I T E I C E C T A C T I C R A R E T S I G E R E T E D H N O . 7605 REGISTRATION EXPIRATION DATE: 3/31/2020 02 / 14 / 19 Cover Sheet RILLITO CENTER DRAINAGE MITIGATION Amphitheater Public Schools 100% Construction Documents February 2019 Job No. 15.20.19

RILLITO CENTER...NEW WALL (REFER TO KEYNOTE) EXISTING WALL REMOVED EXISTING WALL TO REMAIN MATERIALS STRUCTURAL STUDS FULL HEIGHT INSULATION A E C ACID ETCHED CONCRETE G1.0 …

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Page 1: RILLITO CENTER...NEW WALL (REFER TO KEYNOTE) EXISTING WALL REMOVED EXISTING WALL TO REMAIN MATERIALS STRUCTURAL STUDS FULL HEIGHT INSULATION A E C ACID ETCHED CONCRETE G1.0 …

Amph

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Publ

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION

OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R

REVISION SCHEDULE:

FEBRUARY 2019

15.20.19

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

D at e S i gn e d .A.. SU.

. . . . . ... ... . . .. . .

RF

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EC TA C

TICRARETSIGER

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EDH

NO .76 0 5

REGISTRATION EXPIRATION DATE: 3/31/2020

02

/

1

4

/

1

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Cover Sheet

RILLITO CENTERDRAINAGE MITIGATION

Amphitheater Public Schools

100% Construction DocumentsFebruary 2019

Job No. 15.20.19

AutoCAD SHX Text
CHECKED BY:
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DRAWN BY:
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G1.0
Page 2: RILLITO CENTER...NEW WALL (REFER TO KEYNOTE) EXISTING WALL REMOVED EXISTING WALL TO REMAIN MATERIALS STRUCTURAL STUDS FULL HEIGHT INSULATION A E C ACID ETCHED CONCRETE G1.0 …

Amph

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Publ

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Cen

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Dra

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itiga

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION

OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R

REVISION SCHEDULE:

FEBRUARY 2019

15.20.19

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

D at eS i gn e d .A.. SU.

. . .. . ... ... . . .. . .

RF

I

TE

I

C

EC TA C

TICRARETSIGER

ET

EDH

NO .76 0 5

REGISTRATION EXPIRATION DATE: 3/31/2020

02

/

1

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/

1

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GeneralInformation

EXTERIOREXT.

WITHWATER CLOSET

VENT THRU ROOFVERTICAL

WEIGHT

WROUGHT IRON

WAINSCOT

WALL CLEAN OUT

WINDOW

WATER RESISTANTWATER PROOF

WOOD

GYPSUM WALL BOARD

WATER RESISTANT -

WELDED WIRE MESH

VINYL COMPOSITION TILE

NOMINALNOT IN CONTRACT

MULLIONMETALMOUNTEDMASONRY OPENINGMETAL LATHMISCELLANEOUSMINIMUMMANHOLEMANUFACTURER

OVER OR ON

PAVEMENT

OPPOSITEOPENING

OWNER FURNISHEDOUTSIDE FACEOUTSIDE DIAMETERON CENTER

NOT TO SCALENUMBER

CONTRACTOR INSTALLED

MEMBRANE

NO.

P

OPNG.

O.F.C.I.

OPP.

O/

O.D.O.C.

O.F.

N.T.S.

MTD.

N.I.C.NOM.

MULL.MTL.

MIN.

M.L.MISC.

MO

M.H.MFG.MEMB.

HOLLOW METALH.M.

INTERIORINSULATIONINFORMATIONINSIDE FACE

INTEGRAL COLOR CONCRETE

HOT WATER RETURNHOT WATERHEIGHTHORSEPOWERHORIZONTAL

MECHANICAL

MAXIMUMMATERIALMASONRY

LAVATORY

JANITOR'S CLOSET

MACHINE BOLT

JOINTJOIST

JUNCTION BOX

MASONRY CONTROL JOINTMECH.

MAX.MAT.

MCJM.B.

MAS.

JT.

LAV

J.C.JST.

J.B.

I.F.

INS.INT.

INFO.

ICC.

HT.

HWR

H.P.

H.W.

HORIZ.

FLOOR SINKFLUORESCENTFLOORFLASHINGFINISH

FIRE EXTINGUISHERFOUNDATIONFLOOR CLEAN OUTFLOOR DRAIN

EXISTING

GALVANIZED

HARDWAREHOLLOW COREHOSE BIB

GLUE LAMB BEAM

FURRINGFOOTING

GAUGE

GLASS FIBER

GYPSUM WALL BOARD

FINISH FLOOR ELEVATIONFIRE EXTINGUISHER CABINET

FT. FEET

H.C.H.B.

HDW.

GLBGWB

GALV.GFRC

FTG.FURR.

GA.

FEC

FLUOR.F.S.

FLR.

FIN.F.F.E.

FLSH.

(E)

F.D.

F.E.FDN.FCO

WD.WDW.W.P.W.R.

WCO

WRGWB

WSCT.

W.W.M.WT.

W.I.

W/W.C.

VTRVERT.VCT

PLASTERPLATE

PIECE

PLATE GLASS

PERPENDICULAR

PULL CHAIN

PLASTIC LAMINATE

PANELPAIR

PLYWOOD

PARTITION

PROJECT

PHASEPAINTED

PURLIN

QUARRY TILE

PUBLIC

RADIUSRISER

RECEPTACLEROOF DRAIN

RETURN AIR

ROOMROOFINGREVISIONREQUIREDREENFORCEMENTREGISTERRECESSED

SECTION

SHEETSQUARE FOOT

SOLID CORE

SCHEDULE

SQUARE

SIMILAR

SERVICE SINK

SPECIFICATIONSSHEET METAL

SPEAKER

ROUGH OPENING

STEELSTRUCTURAL

STANDARDSTAINLESS STEEL

STORAGE

TREAD

THICKTHRESHOLDTOP OF BEAM

TELEPHONE

TUBE STEEL

TELEVISION

TOP OF WALLTOP OF MASONRYTOP OF FOOTING

TYPICAL

VENTILATE

TOP OF CURB

POLYVINYL CHLORIDE

PRESSURE TREATED

VITRIFIED CLAY PIPE

UNLESS NOTED OTHERWISE

TELEPHONE TERMINAL BOARD

SHORT LEG VERTICAL

TONGUE AND GROOVE

SUSPENDED CEILING

SOLID CORE WOOD DOOR

S.S.

CPT. CARPET

DRAWING

DOOR

DIMENSIONDRINKING FOUNTAINDETAIL

COLD WATERCERAMIC TILECOUNTERSINK

DOWN SPOUT

DITTODOWN

EXPANSIONEXISTINGEXHAUST

EACH WAYEQUIPMENTEQUALENTRANCEELEVATIONELECTRICALEXPANSION JOINTEACH FACEEACH

ELECTRIC WATER COOLER

EXIST'G.EXP.

E.W.

EXH.EWC

EQUIP.EQ.

E.J.

ELEV.ELEC.

ENT.

E.F.EA.

DWG.

DR.DODN.

D.S.

DIM.D.F.DET.

C.T.CSK.

C.W.

V OR VENT

TYP.

VCP

U.N.O.

T.S.

TVT.T.B.

T.O.W.

T.O.F.T.O.M.

T.O.C.

T

THR.T.O.B.

TH.TEL.T&G

STRUCT.SUSP. CLG.

STL.

STD.S.STL.

STOR.

CERAMICCEMENT PLASTERCEMENT

CATCH BASINCABINET

BUILT UPBETWEENBASEMENT

COLUMN

CONTINUOUSCONSTRUCTIONCONCRETECOMBINATION

CEILINGCENTER LINECONTROL JOINTCIRCUITCAST IRON

CLEAN OUT

CHANNELS

CONCRETE MASONRY UNIT

CUBIC FEET PER MINUTECONTRACTOR INSTALLCONTRACTOR FURNISH

BEARING

COL.

CONST.CONT.

CONC.COMB.

C.O.CMU

C.L.CLG.

CIR.C.I.

C.J.

C.B.

CEM. PLAS.

CFM

C.F.C.I.CER.

CEM.

CAB

B.U.BTWN.BSMT.BRG.

SPECS.

SLV

SPKR.

S.M.

SQ.

SIM.

SQ. FT.

SCHED.SECT.

SHT.

SCWD.S.C.R.O.

REC.

REQ'D.

RM.

REINF.

REV.RFG.

REG.

R.D.RCPT.

RRAD.R.A.

ALTERNATEALLOWANCE

ADJACENTAIR CONDITIONING

ANCHOR BOLT

ALUMINUM

BOTTOM

BLOCKINGBUILDINGBUILDING LINEBOARD

AUTOMATIC

ACOUSTICAL TILEACCESS PANELAMPERE

BEAM

ABBREVIATIONS

ABOVE FINISH FLOOR

AGGREGATE BASE COURSE

ALT

BM.BOT.

BLKG.BLDG.

BDB.L.

@

ALUM

AUTO

A.T.A.P.AMP

AT

ALLOW

ADJ

AFF

A.C.

A.B.A.B.C.

PLAS. LAM.

PUB.

/O

Q.T.

PTD.

PUR.PVC

PLYWD.

PTN.

PR.

PTPROJ.

PNL.

PL

PL.GL.PLAS

PEP.C.

PERP.

ROUGH FRAMING

WELDED WIRE MESH

GYPSUM WALL BOARD

CEMENT PLASTER

RIGID INSULATION

ASPHALT

CEILING TILE

BATT INSULATION

STRUCTURAL STEEL

METAL STUDS (SECTION)

PLYWOOD

FINISH LUMBER

BLOCKING

X

CONCRETE MASONRY UNITS

WOOD STUDS

BRICK

CONCRETE

BASE COURSE

EARTH

NEW WALL (REFER TO KEYNOTE)

EXISTING WALL REMOVED

EXISTING WALL TO REMAIN

MATERIALS

STRUCTURAL STUDS

FULL HEIGHT INSULATION

ACID ETCHED CONCRETEA E C

G1.0 COVER SHEET

G2.0 GENERAL INFORMATION

NUMBERSHEET

PROJECT TEAM

CIVIL

AMPHITHEATER PUBLIC SCHOOLS701 W. WETMORE ROADTUCSON, AZ 85705

CONSTRUCTION NOTE

ROOM NUMBER

REVISION NUMBER

ELEVATION (plan)

ELEVATION (section)

OPENING SYMBOL

DEMOLITION NOTE

FIXTURE NOTE

DETAILWALL SECTION

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

Scale

Detail or Section Name

Scale

Detail or Section Name

which section or

number or letter

section or detail

number of sheet on

referencedcondition is sheet on which detail is drawn

identification

NorthPlan

Owner

RILLITO CENTER255 E. PASTIME ROADTUCSON, AZ 85705

Project Address TITLESHEET

N.T.S.

Campus Map

N.T.S.

Location Map

C.BD. CEMENT BOARD

INSIDE DIAMETERI.D.

CULTURED MARBLECM.

C

SITE

1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2018 INTERNATIONAL BUILDING CODE

(IBC) AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

INDEXSYMBOLS LEGEND

APPLICABLE CODES

OWNER FURNISHEDOWNER INSTALLED

O.F.O.I.

REINFORCED CONCRETE

- DESIGN SURVEY

Architect

BRECKENRIDGE GROUP, INC.

1735 E. FORT LOWELL ROAD #12TUCSON, AZ 85712

SHANE CHISM, AIA, LEED APPROJECT MANAGER520.882.9944

Contractor

TBD

JAMES BURNSEXECUTIVE MANAGER OF OPERATIONAL SUPPORTAMPHITHEATER PUBLIC SCHOOLS520.696.5148

Owner Contact

ENGINEERING AND ENVIRONMENTAL CONSULTANTS, INC.555 E. RIVER ROAD, SUITE 301TUCSON, ARIZONA 85704

STEFANIE THRUSH, PECIVIL ENGINEER520.321.4625

Civil Engineer

AREA OF WORK

E ROGER RD

E PASTIME RD

E PRINCE RD

N S

TON

E A

VE

N 4

TH A

VE

N 1

ST

AV

E

C1.0 GRADING SHEET

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DRAWN BY:
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Page 3: RILLITO CENTER...NEW WALL (REFER TO KEYNOTE) EXISTING WALL REMOVED EXISTING WALL TO REMAIN MATERIALS STRUCTURAL STUDS FULL HEIGHT INSULATION A E C ACID ETCHED CONCRETE G1.0 …

Engin

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Env

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Inc.

3/15/18

Page 4: RILLITO CENTER...NEW WALL (REFER TO KEYNOTE) EXISTING WALL REMOVED EXISTING WALL TO REMAIN MATERIALS STRUCTURAL STUDS FULL HEIGHT INSULATION A E C ACID ETCHED CONCRETE G1.0 …

civil engineering ¥ land developmentsurveying ¥ environmental servicesstaking ¥ flood control and drainagetransportation

Engineering and Environmental Consultants, Inc.

Tel 520.321.4625 | Fax 520.321.0333

555 E. River Road, Suite 301 | Tucson, Arizona 85704

EEC PROJECT NO. 18043

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PROJECT NO:

DATE:

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION

OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R

REVISION SCHEDULE:

FEBRUARY 2019

18043

# DATE DESCRIPTION ISSUED TO

DRAWN BY: AJCHECKED BY: SMT

Grading Sheet

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(43.09)
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43.09
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(43.09)
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43.09
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EXISTING BUILDING
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SECTION DETAIL
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NTS
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NEW 2' WIDE CONCRETE CHANNEL, DEPTH=8"
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EXISTING CMU WALL
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A
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SECTION DETAIL
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NTS
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EXISTING CMU WALL
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B
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PROTECT EXISTING PAVEMENT
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VARIES 0.0' TO 0.21'
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NEW 2' WIDE CONCRETE CHANNEL, DEPTH=8"
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EXISTING PAVEMENT
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EXISTING CONCRETE WALK TO REMAIN
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SAWCUT EXISTING CONCRETE WALK
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EXISTING HEADER TO REMAIN
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NEW 4" THICK CONCRETE
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EXISTING FENCE
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NEW 4" THICK CONCRETE
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SECTION DETAIL
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NTS
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C
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INSTALL EXPANSION JOINT
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PAINT TOP OF CURB YELLOW
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PAINT TOP OF CURB YELLOW
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INSTALL EXPANSION JOINT
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EXISTING CURB
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CURB REVEAL VARIES 0" TO 8"
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INSTALL EXPANSION JOINT
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INSTALL EXPANSION JOINT
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CONCRETE SIDEWALK NEW TO EXISTING CONNECTION PER PAG STD DTL 203. MATCH EXISTING GRADE. CONCRETE SIDEWALK PER PAG STD DTL 200. INSTALL NEW CONCRETE VERTICAL CURB AROUND EXIST, COLUMN-TYPE 2 PER PAG STD DTL 209. CONCRETE FILL WITHIN CURB. NEW CONCRETE DRAINAGE CHANNEL. 5' TRANSITION FROM 8" TO 0" CURB PER PAG STD DTL 210. BEGIN CURB REVEAL ALONG EAST SIDE OF CHANNEL. PRESERVE EXISTING HEADER CURB. INSTALL NEW SIDEWALK NORTH OF HEADER CURB WITH 0" TO 8" REVEAL. INSTALL EXPANSION JOINT BETWEEN NEW AND EXISTING CONCRETE. INSTALL MIDIRON SOD.
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SITE KEYNOTES
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SAWCUT AND REMOVE EXISTING CONCRETE. PROTECT EXISTING BLOCK WALL IN PLACE. PROTECT EXISTING COLUMN IN PLACE. PROTECT EXISTING DRAIN IN PLACE. PROTECT EXISTING FENCE AND CONCRETE HEADER. SAWCUT AND REMOVE EXISTING ASPHALT
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DEMOLITION KEYNOTES
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C1.0
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EXISTING BUILDING
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EXISTING BUILDING
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0
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0
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SCALE: 1"=20'
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20'
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40'
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0
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SCALE: 1"=10'
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10'
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20'
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C
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-
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EXISTING GATE TO REMAIN
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EXISTING GATE TO REMAIN
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B
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-
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A
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-
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EXISTING WALL
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EXISTING WATER VALVE
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EXISTING POWER POLE
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EXISTING CHAIN LINK FENCE
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3200
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3201
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EXISTING CONTOUR (MAJOR)
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EXISTING CONTOUR (MINOR)
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EXISTING EDGE OF PAVEMENT/CONCRETE
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EXISTING GUTTER
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EXISTING TOP BACK OF CURB
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EXISTING GAS METER
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T
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EXISTING TELEPHONE RISER
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EXISTING OVERHEAD ELECTRIC
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G
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OHE
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OHE
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EXISTING WROUGHT IRON FENCE
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EXISTING IRRIGATION VAULT
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ICV
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E
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EXISTING ELECTRIC RISER
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LOCATION MAP
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PROJECT
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THIS
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A PORTION OF SECTION 25, T 13 S, R 13 E, G&SRM, PIMA COUNTY, ARIZONA SCALE: 3"=1 MILE
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FIRST AVENUE
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ROGER ROAD
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ORACLE
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ROAD
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ROAD
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FORT LOWELL
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26
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25
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24
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23
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19
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24
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30
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30
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31
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36
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36
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35
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26
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25
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25
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25
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BASIS OF BEARING
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BASIS OF ELEVATION
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IS BETWEEN A 2" BRASS CAP SURVEY MONUMENT RLS 40622 AKA 2" BRASS CAP SURVEY MONUMENT RLS 40622 AKA T23 AND A 1.5" LEAD CAP SURVEY MONUMENT AKA R23, SAID AND A 1.5" LEAD CAP SURVEY MONUMENT AKA R23, SAID 1.5" LEAD CAP SURVEY MONUMENT AKA R23, SAID , SAID BEARING BEING N00°50'02"W.
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IS A 2" BRASS CAP SURVEY MONUMENT RLS 40622 AKA T23. 2" BRASS CAP SURVEY MONUMENT RLS 40622 AKA T23. . ELEVATION = 2341.39 FEET NAVD88.2341.39 FEET NAVD88. FEET NAVD88.
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LEGEND
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EXISTING DRAIN TO REMAIN
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NEW GRASS AREA
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NEW CONCRETE
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EXISTING GREENHOUSE
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EXISTING COVERED WALKWAY
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EXISTING STORAGE SHED EL=2342.5±
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1-STEP AT GATE WITH 8" REVEAL
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SAWCUT TO NEAREST CONTROL JOINT (LOCATION APPROX.)
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EXISTING DOWNSPOUT. TURNDOWN AT WALL, EXTEND TO FINISHED GRADE
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EX. GRADE ELEVATION
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PROPOSED GRADE
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ELEVATION