SAYTH_Development_Package-Rev1_10.08.25.pdf

PDF 12 MB Posted Nov 24, 2025

Attached to: Stone Avenue Youth Transitional Housing Project
Solicitation number: 250133
Issued by: Pima County, Tucson City, Arizona

About this file

Written by GovTribe AI · Dec 22, 2025

This development package comprises architectural and landscape design documents for the Stone Avenue Youth Transitional Housing Project, a joint undertaking by the City of Tucson and its design team including Swaim Associates Ltd. Architects and Wilder Landscape Architects. The project converts an existing 48-unit motel into affordable transitional housing for youth through comprehensive interior and exterior renovations. Interior work includes adding kitchenettes to all units, upgrading electrical service and distribution, replacing HVAC systems with American-made units, replacing all interior plumbing fixtures and distribution, removing exterior conduits and antennas, securing second-floor guardrails with steel columns, and installing painted steel handrails. Exterior improvements feature an 8-foot wrought iron fence with curved tops and gates around the campus perimeter, replacement exterior lighting, full building repainting in a neutral color, and removal of unused doors and windows with infill framing and stucco finish. The 24,978 square-foot site (approximately 0.57 acres) is zoned C-3 and contains three stories with a total building footprint of 16,865 square feet. The project includes two accessible apartment units meeting 2018 IBC and 2009 ICC A117.1 standards. A pre-submittal bidders conference is scheduled for December 5, 2025, at 8:00 a.m., with bids due December 16, 2025, at 2:00 p.m. Arizona time. The successful contractor must complete work within 540 consecutive calendar days from Notice to Proceed, with liquidated damages assessed at $1,683.00 per day for delays.

The project incorporates extensive green stormwater infrastructure (GSI) practices including water harvesting basins, low-to-no irrigation landscapes, decomposed granite patios, native plantings, and seeding throughout landscaped areas to reduce runoff and support pollinator and bird habitat. The site plan shows 12 on-site parking spaces (10 regular, 2 accessible) with the owner pursuing a City Manager waiver for the 49-space parking requirement; 6 short-term bicycle parking spaces exceed the required 5, though long-term spaces require counting interior units toward the 25-space requirement. Site improvements include concrete and asphalt paving, curb cuts for stormwater flow, catch basins, rock check dams, and ornamental iron fencing with various gate configurations. The project budget is estimated between $5,000,000 and $10,000,000 with HUD funding, subject to Davis-Bacon prevailing wage requirements ranging from $10.39 to $33.00 per hour. Bid security of at least 10 percent of the total bid and 100 percent Performance and Payment Bonds are required. Contractors must maintain appropriate Arizona Registrar of Contractors licenses and carry Commercial General Liability insurance of $1,000,000 per occurrence, Commercial Automobile Liability of $1,000,000 combined single limit, and statutory Workers' Compensation coverage. All subcontractors with contracts exceeding $5,000 must be listed with bid submissions.

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Stone_Avenue_Youth_Transitional_Housing_Project_(Addendum_#6_Revision).pdf	PDF	Dec 11, 2025
Stone_Avenue_Youth_Transitional_Housing_Project.pdf	PDF	Nov 25, 2025
Stone_Ave_Youth_Housing_Permit_Drawings_COT_Resubmittal_x2.pdf	PDF	Nov 24, 2025
SAYTH_Development_Package-Rev1_10.08.25.pdf	PDF	Nov 24, 2025
Contractor_Responsiblity_Form.pdf	PDF	Nov 20, 2025
IFB_250133_Bid_Schedule.xlsx	XLSX spreadsheet	Nov 20, 2025
100%_Sealed_Arch_Plans_&_Elevations_for_Historic.pdf	PDF	Nov 20, 2025
IFB_250133_SBE_DBE_Provisions_(3).pdf	PDF	Nov 14, 2025
250133_DBRA_Provisions.pdf	PDF	Nov 13, 2025
SBE_Provisions_Revised_May_2024_Includes_Subcontractor_Modification_Form.docx	DOCX document	Apr 7, 2025
HUD-5370.pdf	PDF	Apr 7, 2025
COT_ARPA_Terms_and_Conditions.pdf	PDF	Apr 7, 2025
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Offer_and_Acceptance_Page.pdf	PDF	Apr 7, 2025
HUD-5369.PDF	PDF	Apr 7, 2025

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1. THIS PROJECT IS AN EXISTING 48 UNIT MOTEL BEING CONVERTED TO 48

APARTMENTS BY ADDING KITCHENETTES. TWO UNITS SHALL BE CONVERTED TO

ACCESSIBLE UNITS.

2. UPGRADE ELECTRICAL SERVICE AND ALL INTERNAL ELECTRICAL DISTRIBUTION

AND PANELS.

3. REPLACE ALL THROUGH WALL HVAC UNITS WITH AMERICAN MADE UNITS.

RELOCATE WHERE SHOWN.

4. REPLACE ALL INTERIOR PLUMBING FIXTURES AND ALL INTERIOR PLUMBING

DISTRIBUTION ABOVE GRADE.

5. REMOVE ALL CONDUITS, WIRES, SATELLITE ANTENNAS AND PLUMBING FROM THE

EXTERIOR FACES OF THE BUILDING. THIS WILL ALL BE MOVED INSIDE.

project summary

6. SECURE SECOND FLOOR GUARDRAILS BY ADDING STEEL COLUMNS.

7. INSTALL PAINTED STEEL HANDRAILS AT ALL STAIRWELLS.

8. INFILL UNUSED DOORS AND WINDOWS WITH WOOD STUD FRAMING AND STUCCO

FINISH TO MATCH EXISTING.

9. SECURE CAMPUS WITH 8' HIGH WROUGHT IRON FENCE WITH CURVED TOP TO

MATCH COT STANDARDS. PROVIDE GATES AS SHOWN.

10. REPLACE EXTERIOR LIGHTING ON THE BUILDING.

11. PAINT ENTIRE BUILDING. NEUTRAL COLOR TO BE DETERMINED.

S T

O N

E A

V E

HELEN ST.

SPEEDWAY BLVD.

E U

C L

A V

UNIVERSITY BLVD.

DRACHMAN ST.

O R

A C

L E

R D th

A V

E s t A

V E

THIS

PROJECT

GRANT RD.35 36

2 1

36 31 1 6

2 1 11 1

1 6 12 7

HIGHLAND PARK AMENDED

LOTS 2 & 3 BLK 21

HISTORIC CASE NUMBER:

SD-0125-00006

legal description

TACIFI

A D

DENG

T E

E T E

MICHAEL D.

NZI O U.A

CULBERT

33109

ER ARC

job date revisions

ASSOCIATES LTD

ARCHITECTS AIA

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700 www.swaimaia.com

M C

A c ti v e

R e v it P ro je c ts

E c o n o

L o d g e

S it e C

F m d c u lb e rt -S w a im .r v t c o v e r s h e e t C it y o f T u c s o n

S to n e

A v e n u e

T u c s o n A

S to n e

A v e n u e Y o u th T ra n s it io n a l H o u s in g

2213.04

08.01.2025

CIP-1124-00036

sheet index design team

SWAIM ASSOCIATES LTD. ARCHITECTS AIA

architect

7350 E. Speedway 210

Tucson, AZ 85710

(520) 326-3700 - fax: (520) 326-1148 www.swaimaia.com

Mike Culbert, AIA mculbert@swaimaia.com

WILDER LANDSCAPE ARCHITECTS

landscape architect

2738 E. Adams Street

Tucson AZ 85716

(520) 320-3936 -

Jennifer Patton, PLA jennifer@wilderla.com

Ben Wilder ben@wilderla.com

City of Tucson - EconoLodge Remodel

Stone Avenue Youth Transitional Housing

DEVELOPMENT PACKAGE for

COT APPROVAL STAMP

contacts

TUCSON ELECTRIC POWER COMPANY

4350 E. IRVING ROAD

TUCSON, AZ 85714

PO BOX 711 MAIL STOP DB102

TUCSON, AZ 85702

(520) 917-8726

CITY OF TUCSON WATER DEPT.

310 WEST ALAMEDA STREET

TUCSON, AZ 85701

(520) 837-2216

SOUTHWEST GAS CORPORATION

3401 EAST GAS ROAD

TUCSON, AZ 85714

CONTACT NEW BUSINESS

(877) 860-6020

PIMA COUNTY REGIONAL WASTEWATER

RECLAMATION DEPT.

201 N. STONE AVENUE 8TH FLOOR

TUCSON, AZ 85701

(520) 740-6641

CITY OF TUCSON DEVELOPMENT SERVICES DEPT.

201. N STAONE AVENUE

TUCSON, AZ 85701

(520) 791-4371

1. EXISTING ZONING: C-3

2. GROSS AREA OF THE SITE IS 24,978 SQUARE FEET ~ .5734 ACRES.

3. EXISTING USE: TRAVELERS' ACCOMMODATIONS, LODGING (HOTEL)

PROPOSED USE: RESIDENTIAL (MULTIFAMILY APARTMENTS)

4. TOTAL NUMBER OF UNITS: 48 (47 APARTMENTS AND 1 MANAGERS UNIT = 48, EXISTING UNITS)

5. BUILDING SIZE:

GROUND FLOOR = 7,776 SF

SECOND FLOOR = 7,389 SF

THIRD FLOOR = 1,700 SF

TOTAL BUILDING = 16,865 TOTAL SF

NO BUILDING FOOTPRINT CHANGES ARE PROPOSED.

6. DRAINAGE WILL REMAIN IN ITS NATURAL STATE AND WILL NOT BE ALTERED, DISTURBED, OR

OBSTRUCTED OTHER THAN AS SHOWN ON THIS SITE PLAN.

9. NO NEW STRUCTURE OR VEGETATION SHALL BE LOCATED OR MAINTAINED SO AS TO

INTERFERE WITH THE SIGHT VISIBILITY TRIANGLES IN ACCORDANCE WITH SECTION

10-01.5.0, SIGHT VISIBILITY, OF THE TECHNICAL STANDARDS MANUAL.

10. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM SHALL

MEET THE REQUIREMENTS OF PIMA COUNTY ORDINANCE NO. 1991-140, OR AS CURRENTLY

AMENDED.

11. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT OF

CONNECTION TO THE PUBLIC SANITARY SEWER IS THE RESPONSIBILITY OF THE PROPERTY

OWNER WITHIN THIS DEVELOPMENT.

12. ACCESSIBILITY STANDARDS MUST BE MET PER 2018 IBC, CHAPTER 11, AND 2009 ICC A117.1.

- PROVIDE A PERMANENTLY POSTED METAL SIGN CONFORMING TO TUCSON CODE

SECTION 20-222, THE INTERNATIONAL HANDICAP SYMBOL PAINTED IN THE SPACE, AND

AN ACCESSIBLE ISLE AT 2% MAXIMUM SLOPE LEADING TO ADJACENT SIDEWALK AT EACH

ACCESSIBLE PARKING SPACE. SAID METAL SIGN SHALL INCLUDE THE "INTERNATIONAL

SYMBOL OF ACCESS" AND BOTTOM OF SIGN SHALL BE LOCATED 7' ABOVE THE PARKING

SURFACE. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN

MOUNTED BELOW THE "INTERNATIONAL SYMBOL OF ACCESS" IDENTIFYING THE SPACE

AS "VAN ACCESSIBLE".

- THE MINIMUM WIDTH OF THE HANDICAP ACCESSIBLE ROUTE SHALL BE 36", THE

MAXIMUM SLOPE SHALL BE 8.33% AT RAMPS (6" MAXIMUM RISE) AND 5% ELSEWHERE

WITHOUT HANDRAILS AND WITH HANDRAILS WHERE GREATER THAN 5%. THE MAXIMUM

CROSS SLOPE SHALL BE 2%. NO LEVEL CHANGES OR STEPS SHALL BE PERMITTED

ALONG THIS ROUTE.

13. GANG MAILBOXES SHALL BE PROVIDED AND ARE SHOWN ON SHEET 3 NEAR THE OFFICE AND

MANAGER APARTMENT. SEE KEYNOTE 11.11. A MAILBOX FOR EACH APARTMENT SHALL BE

PROVIDED ALONG WITH OVERSIZED BOXES.

zoning & land use notes

14. DIMENSIONAL STANDARDS PER U.D.C. SEC 6.3 FOR C-3 ZONE:

ALLOWABLE HEIGHT (TABLE 504.3): 60'

ACTUAL HEIGHT: LESS THAN 40' (EXISTING)

ALLOWABLE STORIES (TABLE 504.4): THREE STORIES.

ACTUAL SORIES: THREE (EXISTING)

BUILDING SETBACKS: (EXISTING)

NORTH 0'

SOUTH 0'

EAST 0'

WEST 0'

15. PARKING REQUIREMENTS - TABLE 7.4.4-1:

MULTIFAMILY DWELLINGS 0-70 UNITS/ ACRE (STUDIO, LESS THAN 400 SQ.FT. -

1 SPACE PER DWELLING UNIT)

REQUIRED: 49 UNITS = 49 SPACES

PROVIDED: 12 ON SITE (10 REGULAR/ 2 ACCESSIBLE)

ACCESSIBLE SPACES REQUIRED: 1

ACCESSIBLE SPACES PROVIDED: 2

THE OWNER (CITY OF TUCSON) IS PURSUING A CITY MANAGERS WAIVER FOR THE

VEHICLE PARKING SPACE REQURIEMENTS.

16. BICYCLE PARKING REQUIREMENTS - TABLE 7.4.8-1:

MULTI-FAMILY DWELLINGS AND GROUP DWELLINGS:

SHORT-TERM BICYCLE PARKING SPACES:

REQUIRED: 0.1 SPACES PER BEDROOM - 49 x 0.1 = 5 SPACES

PROVIDED: 6 SPACES.

LONG-TERM BICYCLE PARKING SPACES:

REQUIRED: 0.5 SPACES PER BEDROOM - 49 x 0.5 = 25 SPACES

PROVIDED: 8 SPACES PLUS ALL OTHER SPACES SHALL BE COUNTED

INSIDE THE APARTMENTS PER UDC 7.4.9.D.2.a

17. UDC ARTICLE 5.4 MAJOR STREETS & ROUTES SETBACK ZONE (MS&R): "THIS

PROJECT IS DESIGNED TO MEET THE OVERLAY ZONE CRITERIA."

THE NOTE ABOVE IS REQUIRED BY THE CITY OF TUCSON BUT IS NOT THE OPINION

OF THE REGISTRANT FOR THIS PROJECT AS THIS BUILDING IS EXISTING AND WAS

BUILT LONG BEFORE THE UDC EXISTED.

18. WASTE STEAM CALCULATION:

16865 x .0057 = 96 ANNUAL TONS GENERATED

96/52 = 1.8 TONS / WK.

1.8 T/WK X 2000 LBS /TON = 3600 LBS /WK.

3600 LBS /WK / 3 LBS /GAL = 1200 GAL/ WK.

CITY OF TUCSON

HOUSING AND COMMUNITY DEVELOPMENT

DEPARTMENT

310 N COMMERCE PARK LOOP

TUCSON, AZ 85745

CONTACT: HCDAdmin@tucsonaz.gov

(520) 791-4171 owner/ developer electric natural gas water sewer storm sewer

Sheet 1 of 20

SITE

1 cover sheet

2 abbreviations and symbols

3 development package site plan

4 site details

5 site details

6 site details

ALTA SURVEY

sheet 1 boundry survey & general notes (for reference) sheet 2 topographic survey & legend (for reference)

LANDSCAPE

l1.0 gsi cover sheet l1.1 gsi schedules l2.0 earthworks plan l2.1 gsi sections l2.2 gsi details l2.3 gsi details l2.4 gsi details l2.5 specifications l3.0 planting plan l4.0 irrigation plan l4.1 irrigation details l4.2 irrigation details

Grand total: 20 n o rt h3" = 1 MILE

LOCATION MAP

C it y C o m m e n ts

W WWW

S SSS

X XXX

G GGG

C CCC

COTE COTECOTECOTE

OHU OHUOHUOHU

FS FSFSFS

a7.1

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

CLASS

A129B

10'-0"

11'-3 3/4"

LANDING 2

a1.0 a9.2 a1.0 a1.0

ELEVATION INDICATOR

KEYNOTE

CEILING HEIGHT

DOOR NUMBER

ROOM NAME / NUMBER

ENLARGED AREA

SECTION / DETAIL TAG

DRAWING TITLE

symbols legend

ACCESSIBLE CIRCULATION PATH

RECORD DISTANCE, PER BOOK 4, PAGE 45 MAPS & PLATS

RECORD DISTANCE, PER SEQUENCE No. 2017-3110359, RECORDS OF SURVEY.

MEASURED BEARING AND/OR DISTANCE

CALCULATED BEARING AND/OR DISTANCE

EXISTING

FIRE HYDRANT

UTILITY POLE

ELECTRIC JUNCTION BOX

LIGHT POLE

STREET SIGN

BOLLARD

HANDICAP PARKING SYMBOL

CONCRETE PARKING BUMPER

TURN/ DIRECTION ARROW

SPOT ELEVATION

PROPERTY LINE

EASEMENT LINE

CHAIN LINK FENCE / ORNAMENTAL IRON FENCE

UNDERGROUND SANITARY SEWER

FIELD VERIFY EXACT LOCATION

UNDERGROUND WATER

FIELD VERIFY EXACT LOCATION

UNDERGROUND NATURAL GAS

FIELD VERIFY EXACT LOCATION

UNDERGROUND FIRE SPRINKLER SERVICE

UNDERGROUND COMMUNICATION

FIELD VERIFY EXACT LOCATION

CITY OF TUCSON ELECTRIC

OVERHEAD UTILITY LINE(s)

ASSESSOR'S PARCEL NUMBER

PER PIMA COUNTY GIS WEBSITE

(R)

(P)

(M)

(C)

(E)

2377.9

115-08-0990

REFER TO ALTA SURVEY FOR ADDITIONAL SYMBOLS,

ABBREVIATIONS AND MORE INFORMATION. ALL DATA SHOWN ON

THE SITE PLAN IN THIS DEVELOPMENT PACKAGE IS BASED ON THE

ALTA SURVEY INFORMATION.

general note N

TACIFI

A D

DENG

T E

E T E

MICHAEL D.

NZI O U.A

CULBERT

33109

ER ARC

job date revisions

ASSOCIATES LTD

ARCHITECTS AIA

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700 www.swaimaia.com

:1 :2

M C

A c ti v e

R e v it P ro je c ts

E c o n o

L o d g e

S it e C

F m d c u lb e rt -S w a im .r v t a b b re v ia ti o n s a n d s y m b o ls

C it y o f T u c s o n

S to n e

A v e n u e

T u c s o n A

S to n e

A v e n u e Y o u th T ra n s it io n a l H o u s in g

2213.04

08.01.2025 abbreviations

& 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

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

Sheet 2 of 20

SS S

WW WW

EE EE

WW W W WW

W W

E E

F S

C C

E C

C C

W W

S S

C C C

C C C C

S S

SS S

OHU

OHU OHU

OHU

OHU OHU OHU OHUOHU

OHU

G G

O H

OHU

O H

OHU

OHU OHUOHU

C O

T E

C O

T E

C O

T E

W W

E E

W W

W C

O T

E C

O T

E C

O T

C O

T E

C O

T E

C O

T E

C O

T E

C O

T E

SLOPE DN.

1 3

N T

E R

N T

E R

PLANTER PLANTER

PLANTER

FIRE

RISER

9'-0" 10'-0" 9'-0"

27'-0"

C-1

ADJACENT

ZONE

3'-0"

NO PARKING

PLANTER

9'-0"7'-6"27'-0"

SLOPE DN.

S E

E L

A N

D S

C A

P E

N S

C-3

ADJACENT ZONE

E Helen St. (Public)

C-3

ADJACENT ZONE

N S to n e A v e

(P u b li c

C-3

ADJACENT ZONE

32.4

32.18

32.5

32.1

32.5

32.2

32.15

32.8

32.10

1.7

32.10

1.5 1.6

1.2

21.2 1.5

32.3

26.2

32.11

32.22

33.2

33.1

32.27

32.23

32.15

32.27

32.13

G -4

G-9

G-5

G -6

G-7

36'-0"

32.35

32.24

32.27

32.15

5'-0" 29'-6" 5'-0"

5 '-0 "

32.1

32.10

32.35

32.15

G -1

32.2

32.27

PLANTER

32.11

5.5

32.32

32.29

33.3

32.1

6 '-0 "

32.31

TYP.

32.11

CATCH BASIN

SEE LANDSCAPE

3.4 32.33

G-8

7'- 0" +/ -

32.36

21.3

25.1

32.37

32.11

32.37

32.34

32.2

32.9

1.9

3.9

SLOPE TO DRAIN

TO PLANTER

SLOPE TO DRAIN

TO PLANTER

32.38

32.39

32.40

3.6

32.34

32.24

32.3

32.22

33.4

BOOK 4, PAGE 45, MAPS & PLATS

B O

O K

A G

A P

P L

A T

3'-0"

8'-6 5/8"7 3/8"29'-11 1/4"

3 5'- 0"

8 '-0 "

3 9'- 0" 1 4'- 7 3 /8 " 5 3/ 4"

1 3'- 3 3 /4 " 5 '-0 "

2 5'- 7 1/ 2" P AA L

SLOPE TO DRAIN

TO PLANTER

32.41

32.42

0.7

32.26

E X

ENTRANCE

N89°07'11"E 185.09' (C), 185.00' (P) N89°07'11"E 26.00' (C & P)

°5 0'

S89°08'14"W 184.82' (M), 185.00' (P)

°5 3'

N89°07'11"E 224.73' (C)

°5 7'

3.4

11.11

G -1

G-2

G-3

5.5

32.15

4'-4 1/2"25'-1"6'-0"

5 '-2"

1.16

39'-10 3/4" +/-

5'- 0"

2 0'- 0"

32.16

2380.0

2380.25

2380.1

2379.5

2380.1

2379.8

2378.4

2378.6

2378.0

2378.2

2378.0

2377.9

2377.95

2377.8 (E)

2379.3

2379.2

2379.4 (E)

2379.0

2378.7

2379.4

2380.1

2381.3

2381.0

2381.4

32.22 2381.0

2380.7

2380.9

2381.4 (E)

2380.7

2380.3

2381.3 (E)

2380.3

2380.1 F.V.

32.16

32.33

1'-0

9'-4

32.28 32.28

32.12

7.2

1.19 1.19

1.19

1.18

1.19

33.55'-5"5'-5"5'-5"5'-5"5'-5" 2'-6"

32.10

SLO

6 '-6 " 5'- 6"

TYPE A

ACCESSIBLE

APARTMENT

32.7

32.11

32.44

32.35

A C

C E

S S

C U

P A

T H

A C

C E

S S

C U

P A

T H

1.19

32.22

1.3

32.45

3.7

5 '-2 1/ 2" + /- 6 '-2 "

32.1

2379.4 2381.4

2380.74 2381.07

2381.4

32.35 32.35

32.35

5.5

32.35

5.5

32.35

32.2

TYPE A

ACCESSIBLE

APARTMENT

TYPE B

APARTMENT

TYPE B

APARTMENT

TACIFI

A D

DENG

T E

E T E

MICHAEL D.

NZI O U.A

CULBERT

33109

ER ARC

job date revisions

ASSOCIATES LTD

ARCHITECTS AIA

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700 www.swaimaia.com

M C

A c ti v e

R e v it P ro je c ts

E c o n o

L o d g e

S it e C

F m d c u lb e rt -S w a im .r v t d e v e lo p m e n t p a c k a g e s it e p la n

C it y o f T u c s o n

S to n e

A v e n u e

T u c s o n A

S to n e

A v e n u e Y o u th T ra n s it io n a l H o u s in g

2213.04

08.01.2025

CIP-1124-00036

0 10' 20' n o rt h

SCALE: 1" = 10'

COT APPROVAL STAMP

1" = 10'-0"3 site plan - proposed keynotes

0.7 ACCESSIBLE ROUTE TO LAUNDRY ROOM AND EAST GATHERING AREA

1.2 EXISTING MASONRY SITE WALL TO REMAIN.

1.3 EXISTING SIDEWALK TO REMAIN - TYPICAL.

1.5 EXISTING POWER POLE TO REMAIN.

1.6 EXISTING COMMUNICATION BOXES TO REMAIN.

1.7 EXISTING FIRE HYDRANT TO REMAIN.

1.9 EXISTING CHAINLINK FENCE TO REMAIN.

1.16 EXISTING PORTICO COLUMN TO REMAIN.

1.18 EXISTING DOWNSPOUT TO REMAIN.

1.19 EXISITNG DOWNSPOUT TO REMAIN. DOWNSPOUT RUNS UNDERSLAB, CUT BACK BUT

COORDINATE LENGTH WITH LANDSCAPER SO IT DRAINS INTO PLANTER.

3.4 4" CONCRETE SLAB ON 4" COMPACTED BASE COURSE. PROVIDE REBAR DOWELS EPOXY

SET INTO EXISTING SLAB WHERE OCCURS.

3.6 CONCRETE FOOTING, REFER TO STRUCTURAL.

3.7 4" CONCRETE INFILL WHERE PAVERS WERE REMOVED.

3.9 4" CONCRETE INFILL AT NEW WATER LINE. PROVIDED COMPACTED BASE COURSE

BELOW SLAB.

5.5 42" HIGH STEEL GUARDRAIL SYSTEM TO MATCH EXISTNG. PRIME AND PAINT.

7.2 NEW DOWNSPOUT, CONNECT TO EXISTING GUTTER. TERMINATE AT THE CATCHBASIN.

11.11 SLAB MOUNTED MAILBOX UNIT PER PAG DTL 102.

21.2 FIRE DEPARTMENT CONNECTION.

21.3 UNDERGROUND FIRE LINE, REFER TO PLUMBING DRAWINGS.

25.1 CARD READER ACCESS CONTROL EQUIPMENT AT ENTRY GATE.

26.2 ELECTRICAL SERVICE GEAR, SEE ELECTRICAL.

32.1 6" x 14" CONCRETE CURB PER PAG DTL 209, TYPE 2, AROUND PLANTERS.

32.2 8'-0" HIGH ORNAMENTAL IRON FENCE WITH CURVED TOP PICKETS.

32.3 8' HIGH ORNAMENTAL IRON SWINGING GATE WITH PANIC DEVICE FOR EXITING.

32.4 8' HIGH x 20' WIDE ROLLING ORNAMENTAL IRON GATE.

32.5 PARKING BUMPERS, REUSE EXISTING WHERE POSSIBLE.

32.7 BICYCLE RACK.

32.8 3" ASPHALT PAVING OVER 4" COMPACTED BASE COURSE.

32.9 CURB ACCESS RAMP PER PAG DTL 207.

32.10 CONCRETE FILLED PIPE BOLLARD PER PAG DTL 106, TYPE B JUST OUTSIDE OF ROOF

CORNER ABOVE.

32.11 SIDEWALK SCUPPER PER PAG DTL 204. PREPARE, PRIME AND PAINT. SEE DETAIL 1 ON

SHEET 5 FOR DOWNSPOUT CONNECTION.

32.12 EXIT ONLY SIGN MOUNTED TO FENCE.

32.13 CONCRETE LANDING AND STEP, SEE DETAILS.

32.15 4" WHITE PAINTED PARKING LOT STRIPING.

32.16 TRAFFIC GRADE WHITE PAINTED ARROW AND TEXT.

32.18 8' HIGH ORNAMENTAL IRON SWINGING GATE WITH PANIC DEVICE FOR EXITING AND

CARD READER FOR ENTRY.

32.22 6'-0" HIGH ORNAMENTAL STEEL GATE, PRIME AND PAINT. LOCKABLE AT G-1 & G-10.

32.23 SLOPED CONCRETE SIDEWALK OVER COMPACTED BASE COURSE. INSTALL ON BOTH

SIDES OF EXISTING COLUMN. PROVIDE SIDEWALK SCUPPER TO PLANTER FROM

DOWNSPOUT.

32.24 SLOPED CONCRETE SIDEWALK OVER COMPACTED BASE COURSE.

32.26 CONCRETE CURB AND GUTTER PER PAG DTL 209. MATCH EXISTING CURB AND GUTTER.

32.27 4" CONCRETE SIDEWALK OVER COMPACTED BASE COURSE PER PAG DTL 200.

32.28 PROVIDE DROPPED CURB WITH TOP OF CURB FLUSH WITH GUTTER FOR FLOW

THROUGH. REFER TO LANDSCAPE DRAWINGS.

32.29 COMPACTED DG, SEE LANDSCAPE DRAWINGS.

32.31 CHECKDAM, REFER TO LANDSCAPE DRAWINGS.

32.32 ORNAMENTAL IRON FENCE WITH CURVED TOP PICKETS MOUNTED INSIDE OF EXISTING

SITE WALL. TOP TO BE 8'-0" AFF V.I.F.

32.33 CATCH BASIN BELOW EXISTING DOWNSPOUTS WITH PIPE TO BASIN, REFER TO

LANDSCAPE DRAWINGS.

32.34 6" x 14" CONCRETE CURB PER PAG DTL 209, TYPE 2, AROUND PLANTERS. TOP ALIGNED

WITH HEIGHT OF EXISTING SIDEWALK.

32.35 1" Ø PVC CONDENSATE DRAIN EMBEDDED IN CONCRETE SIDEWALK. REFER TO DETAIL 3

ON SHEET 3.

32.36 DOUBLE BIKE LOCKERS, SECURED TO SLAB BELOW.

32.37 IRRIGATION SLEEVE, REFER TO LANDSCAPE DRAWINGS.

32.38 DESIGNATED PET RELIEF AREA SIGNAGE, REFER TO LANDSCAPE DRAWINGS.

32.39 NO DOGS ALLOWED SIGNAGE, REFER TO LANDSCAPE DRAWINGS.

32.40 STEPPING STONES, REFER TO LANDSCAPE DRAWINGS.

32.41 125' FAR SIDE SVT.

32.42 345' NEAR SIDE SVT.

32.44 SLOPED TRANSITION FROM VERTICAL CURB TO GUTTER, REFER TO LANDSCAPE

DRAWINGS.

32.45 12" x 2" CURB SPILLWAY, REFER TO LANDSCAPE DRAWINGS.

33.1 WATER METER, REFER TO PLUMBING.

33.2 GAS METER, REFER TO PLUMBING.

33.3 BACKFLOW PREVENTER, REFER TO PLUMBING.

33.4 EXISTING SEWER LINE, REFER TO PLUMBING.

33.5 TRAFFIC RATED PULL BOX IN GROUND, REFER TO ELECTRICAL DRAWINGS.

Sheet 3 of 20

SEE CONSTRUCTION DOCUMENTS FOR SITE DEMOLITION AND ADDITIONAL INFORMATION

C it y C o m m e n ts

1'- 8" 5'-

9'- 6 1

/2"

7'- 4"

3'- 4"

1'- 4"

'-0

4'-0"

12'-0"

6 3/4"

1'-8"

32.22

4.4

32.20

32.21

32.19

32.20

4.4

32.2

12'-0"

G-2

G -1

G-3

1.10

'-0

CANE BOLT, EA.

GATE, PER DETAIL 6/3

TS 2x2x1/4"

FRAME BRACE

SOLID GROUTED TS 6x6x1/4"

TS 3x3x1/4"

FRAME BRACE

1/8" STEEL

PLATE BANDS

SCHEDULE 40 C.S.

CONCRETE FILLED PIPE

BOLLARD. 4'-0" ABOVE

SLAB. PRIME AND PAINT.

2'- 0"

6'- 0 1

/2"

1"x1" STEEL PICKETS AT

5"O.C. WITH CURVED TOP.

SECURE TO TUBE STEEL AT

BACKSIDE OF GATE

TS 3x3x1/4" FRAME

BRACE FOR PICKET

SUPPORT

CMU WALL, PRIME AND

PAINT

T.S. 3"x3"x1/4" GATE FRAME

STEEL GATE FRAME, PAINT

WELD HEAVY DUTY HINGES 4 MIN.

PER JAMB AT EACH GATE

LEAF. STANLEY BB855

1/8" STEEL PLATE BANDS,

PAINT

TS 6"x6" SOLID GROUTED. SET IN 16" DIA. x 48"

CONCRETE FOOTING, PAINT

GATES

PAVING

CONC. FTG.

2" DIA. OPENING MIN.

1 1/2"X2"X5/16"

1 1/4" X 4" I.D. STL. TUBES

3/4" O.D. STL. ROD - BENT

1" X 2" WELDED STL.

SUPPORT TAB

2"X5"X5/16" WELDED TAB TO

PREVENT CANE BOLT FROM

BEING MOVED WHEN CLOSED

ELEV.

STL. GATE AS SCHED.

3"X5"X5/16" STL. PLT.

3/4" DIA. STL. - TYP.

(2) 2"X 2"X 5/16" PL. W/1" DIA.

(HOLE CHAMFER EXPOSED

CORNERS)

LOCK EXTERIOR GRADE

PLATE "A" 2"X 3"X 5/16" PL. W/

3/4" DIA. HOLE. (2)

(CHAMFER EXPOSED

CORNERS)

4" T.S. COL. WHERE

APPLIES PER GATE

ELEV. & SCHED.

2" 1/2" 2" 2"

"A" PLATE

PLAN

3/4" 1"

1"x1/4" STL. STOP

GATE HT.

STL. GATE AS SCHEDULED

3/4" DIA. STL.

LATCH

2 1/8"

3/8" 1/2"

T H

N E

S S

V A

EXP. JOINT 1/2"x 3/4" URETHANE

SEALANT OVER 1" FOAM BACKER

ROD, BOTH SIDES AND TOP

CONCRETE PAVING SEE PLANS

WALL

4" CONC.

SLAB OVER

4" ABC

3/8" RAD. TOOLED EDGE TYP.

1/4"

T /3

1/2" EXPANSION MATERIAL.

CONT. SEALANT & BACKER ROD

3/8" RAD. TOOLED EDGE TYP.

EXTERIOR CONRETE SLAB CONTROL JOINT

EXTERIOR CONRETE SLAB EXPANSION JOINT

SAW CUT 2" AREA FROM

EXISTING CONC. SIDEWALK

1" Ø PVC IN NON-SHRINK GROUT

1% MINIMUM SLOPE TO DRAIN

EXISTING SIDEWALK

4'- 0"

2'- 2"

8 X 8 X 16 CMU, SEAL

AND PAINT.

CONCRETE

FOOTING, SEE

STRUCTURAL

THICKENED EDGE

CONCRETE

CONCRETE OVER

AGGREGATE BASE

6'- 0"

SCHEDULE 40 C.S.

PIPE BOLLARD

FILLED WITH

CONCRETE, 4'-0"

ABV. SLAB

8 X 2 X 16 SOLID

CAP BLOCK

1'-8"

1'- 0"

1'-8"

TACIFI

A D

DENG

T E

E T E

MICHAEL D.

NZI O U.A

CULBERT

33109

ER ARC

job date revisions

ASSOCIATES LTD

ARCHITECTS AIA

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700 www.swaimaia.com

:1 :2

M C

A c ti v e

R e v it P ro je c ts

E c o n o

L o d g e

S it e C

F m d c u lb e rt -S w a im .r v t s it e d e ta il s

C it y o f T u c s o n

S to n e

A v e n u e

T u c s o n A

S to n e

A v e n u e Y o u th T ra n s it io n a l H o u s in g

2213.04

08.01.2025

CIP-1124-00036

n o rt h1/4" = 1'-0"4 refuse enclosure plan

ID W

T H

H E

P A

GATE PANEL

E L E

V A

FRAME DTL.

H A

R D

W A

R E

M A

R K

M A

T E

M A

T E

J A

M B

G-1 10' - 10" 6' - 0" X STL PAINT 2/3 STL PAINT 4/3

G-2 3' - 0" 8' - 0" STL PAINT 3/4 STL PAINT 8/4

G-3 3' - 0" 8' - 0" STL PAINT 3/4 STL PAINT 8/4

G-4 3' - 0" 8' - 0" STL PAINT 3/4 STL PAINT 4/4 PANIC

G-5 3' - 0" 8' - 0" STL PAINT 3/4 STL PAINT 4/4 PANIC CARD READER

G-6 20' - 0" 8' - 0" STL PAINT 5/4 STL PAINT ROLLING GATE

G-7 20' - 0" 8' - 0" STL PAINT 5/4 STL PAINT ROLLING GATE

G-8 3' - 0" 6' - 0" STL PAINT 3/4 SIM STL PAINT 8/4

G-9 3' - 0" 6' - 0" STL PAINT 3/4 SIM STL PAINT 8/4

G-10 3' - 0" 8' - 0" STL PAINT 3/4 STL PAINT 8/4

keynotes

1.10 EXISTING CONCRETE CURB TO REMAIN.

4.4 8X8X16 SMOOTH FACE CMU, PAINTED.

32.2 8'-0" HIGH ORNAMENTAL IRON FENCE WITH CURVED TOP PICKETS.

32.19 6" CONCRETE SLAB, DESIGN STRENGTH 3,000 P.S.I. WITH #4 BARS 12" O.C. BOTH WAYS.

32.20 SCHEDULE 40 C.S. CONCRETE FILLED PIPE BOLLARD. 4'-0" ABOVE SLAB. PRIME AND

PAINT.

32.21 METAL DUMPSTER, COORDINATE WITH REFUSE COLLECTOR.

32.22 6'-0" HIGH ORNAMENTAL STEEL GATE, PRIME AND PAINT. LOCKABLE AT G-1 & G-10.

3/4" = 1'-0"4 41

2 refuse gate elevation 3" = 1'-0"4 41

4 steel gate jamb @ cmu wall

1" = 1'-0"4

6 gate cane bolt 1" = 1'-0"4

7 gate latch detail 3" = 1'-0"4 41

8 exterior concrete slab @ exterior wall

3" = 1'-0"4

9 exterior concrete slab control joint 3" = 1'-0"4

10 condensate drain at sidewalk 3/4" = 1'-0"4 41

11 dumpster enclosure wall

Sheet 4 of 20

COT APPROVAL STAMP

HSS POST, SOLID

GROUTED

1/4" STEEL CLOSURE

PLATE AT STRIKE SIDE.

12" HIGH TO MATCH

STEEL TUBE.

16GA PERFORATED STEEL

PLATE ABOVE AND BELOW

EDGES OF STEEL TUBE, SEE

ELEVATION.

HSS 12x2x1/4 INSTALL

CENTERED AT

CENTERLINE OF EXIT

DEVICE.

EXIT DEVICE.

PERFORATED METAL WHERE

OCCURS

16GA PERFORATED

STEEL PLATE TYPICAL

WITHIN 3' OF GATE

AND EXIT DEVICE

1 1/2" x 2" HORIZ.

RAIL

1" x 1" STEEL PICKETS

WELD PICKETS TO HSS

TOP AND BOTTOM

EXIT DEVICE

(2) L3x2x5/16 WELDED TO HSS12x2x1/4

GATE FRAME BEYOND

3/4"x3/4"x10 GA. WIRE MESH -

WELD TO GATE FRAME AND 1"

PICKETS - SPOT WELD @ 6"

O.C.

PROVIDE 3/4"x3/4"x10 GA.

WIRE MESH AT GATE AND

3'-0" AT ALL SIDES OF GATE

WHERE FENCE CONTINUES.

CONCRETE FOOTING IN

GRADE.

CONCRETE SIDEWALK.

STEEL TUBE W/ LOCKSET

CYLINDER OUTSIDE, EXIT

DEVICE INSIDE. MOUNT AT

3'-4" A.F.F.

8'- 0"

TUBE STEEL FRAME

TO MATCH POST

3'-0" MIN

CARD READER

WHERE OCCURS

HSS 4"x4" 14 GA. POST

SOLID GROUTED.

STEEL GATE.

WELD HEAVY DUTY HINGES

3 MIN. PER JAMB AT EACH

GATE LEAF.

W.I. FENCE

PICKET

HSS RAIL.

3/16"

TYP.

1" PICKET

TYP.

TOP VIEW

ELEVATION

EXTERIOR

INTERIOR

4" POST

ALL PICKETS & HORIZONTAL

RAILS TO BE 16 GA. STEEL

WITH SHOP PRIMED FINISH.

TOP OF PICKETS TO HAVE

AN OUTWARD CURVE. LINE

POSTS SHALL BE 14 GA.

STEEL WITH SHOP PRIMED

FINISH. POSTS SHALL HAVE

FLAT METAL CAPS WELDED

IN PLACE. ALL STEEL

FENCING TO BE FIELD

PAINTED.

CONCRETE FOOTING IN

GRADE - CORNER AND

GATE POSTS

CONCRETE FOOTING IN

GRADE - LINE POST

2" x 2"

HORIZONTAL RAIL

4" x 4" x 11 GA STEEL

POST W/ SOLID CAP

1" x 1" WROUGHT

IRON PICKET @ 4" O.C.

CURVED TOP WITH CAPS

ASPHALT OR CONCRETE

WHERE IT OCCURS

RAIL TO POST PICKET TO RAIL

1-1/2"x2"

HORIZ. RAIL

8'- 2"

1'-0" 8"

2'- 0"

3'- 0"

5'- 8"

1'- 8"

8'- 0"

10'-0" MAX.

CURVED PICKETS

ORNAMENTAL IRON

FENCE BEYOND

1"x1" STEEL PICKETS 5" O.C.

WITH CURVED TOP

4"x6" STEEL TUBE TOP & BOTTOM

(4) 6" DIA. STAINLESS STEEL GATE

WHEELS WITH WHEEL GUARDS

STEEL GATE GUIDE

2"x4" STEEL TUBE INTERMEDIATES WITH 4"x4"

STEEL TUBES AT THE ENDS

DRIVE ANGLE FOR GATE OPERATOR -

INSTALL PER MFG INSTRUCTIONS

4"x4" STEEL GUIDE POSTS WITH

GATE GUIDE ASSEMBLY

4"x6" STEEL TUBE WITH STEEL

ANGLE GUIDE

ORNAMENTAL IRON FENCE

DASHED FOR CLARITY

1"x1" STEEL PICKETS

WITH CURVED TOP

4"x4" STEEL TUBE AT ENDS WITH 2"x4" STEEL

TUBES BETWEEN

(4) 6" V-GROOVE WHEELS

STEEL GATE GUIDE

4"x6" STEEL TUBE

TOP & BOTTOM

EXISTING MASONRY WALL

WITH STUCCO FINISH

ORNAMENTAL IRON FENCE

ABOVE EXISTING WALL

8'- 0"

CONTINUOUS STEEL ANGLE:

1-1/4" x 1-1/4". WELD JOINTS. PRIME AND PAINT.

NOTCH ANGLE TO ACCOMMODATE DRAINAGE

ASPHALT

CONTINUOUS STEEL C4 CHANNEL.

WELD JOINTS. PRIME AND PAINT

3000 PSI CONCRETE FOOTING WITH (2) #4'S

TOP & BOTTOM

3/8" DIAMETER x 6" LONG ANCHORS @ 2'-0" O.C.

1'- 0"

2 '-0 "

4'-0"

2'X6' BICYCLE PARKING SPACE,

MIN. TYPICAL

BICYCLE RACK (x3).

EXISTING EDGE OF

BUILDING

6'-0"4 '-1 1/ 2" + /- 4 '-6 "

4 '-6 " 4 '-1 1/ 2" + /-

TACIFI

A D

DENG

T E

E T E

MICHAEL D.

NZI O U.A

CULBERT

33109

ER ARC

job date revisions

ASSOCIATES LTD

ARCHITECTS AIA

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700 www.swaimaia.com

:1 :3

M C

A c ti v e

R e v it P ro je c ts

E c o n o

L o d g e

S it e C

F m d c u lb e rt -S w a im .r v t s it e d e ta il s

C it y o f T u c s o n

S to n e

A v e n u e

T u c s o n A

S to n e

A v e n u e Y o u th T ra n s it io n a l H o u s in g

2213.04

08.01.2025

CIP-1124-00036

3" = 1'-0"5

4 ornamental iron gate jamb @ panic device

3" = 1'-0"5 53

7 ornamental iron gate detail @ panic device

3/8" = 1'-0"5

3 ornamental iron gate w/ panic hardware

3" = 1'-0"5

8 ornamental iron gates @ steel fencing

3/8" = 1'-0"5

1 ornamental iron fence

3/4" = 1'-0"5 55

9 rolling gate detail

3/8" = 1'-0"5

5 rolling gate elevation

1 1/2" = 1'-0"5 55

10 rolling gate track

Sheet 5 of 20

COT APPROVAL STAMP

1/4" = 1'-0"5 32

11 bicycle parking

EXISTING DOWNSPOUT

REPLACE END TO MATCH

3/8" PREFORMED

BITUMINOUS JOINT FILLER.

TOP OF STEEL TUBE TO

BE FLUSH WITH

ADJACENT SIDEWALK.

TOOLED EDGES BOTH

SIDES 1/8" RADIUS.

#4 BAR CONTINUOUS.

6"x6"x3/8" STEEL TUBE (A36) W/

1/2" DIAM. STUDS @ 24" O.C.

PAINT EXPOSED METAL W/ TWO

COATS OF SSPC PAINT NO. 5.

1 1 /2"

EXISTING SIDEWALK

WALL

SEALANT

1/8" CAP WELDED TO

TUBE

COORDINATE

WITH FOOTING

6" 4"

6'-5" FV

EXISTING DOWNSPOUT. REPLACE BOTTOM

SECTION AND EXTEND INTO TUBE STEEL DRAIN

1/2" DIAMETER REBAR STUDS AT 24"

O.C. WELD TO TUBE STEEL DRAIN AND

EPOXY SET INTO EXISTING SLAB

4"x4"x1/8" TUBE STEEL DRAIN WITH 1/2"

DIAMETER STUDS AT 24" O.C. CAP ONE END

AND PROVIDE HOLE IN TOP FOR DOWNSPOUT.

4" CONCRETE SLOPED SIDEWALK OVER

4" MINIMUM COMPACTED BASE COURSE

ASPHALT OVER

COMPACTED BASE COURSE

F.F.E.

100' - 0"4"

8'-3"

1'- 0"

2'-1 1/4"2'-0"4'-1 3/4"

1'- 0"

STEEL TUBE COLUMN AND BASE

PLATE, REFER TO STRUCTURAL.

LINE OF EXISTING

SIDEWALK BEYOND

CONCRETE FOOTING,

REFER TO STRUCTURAL

2'-4 3/8" FV4'-6 1/2" FV

1'-0"1'-0"

3" ASPHALT PAVING OVER 4"

COMPACTED BASE COURSE.

4" CONCRETE LANDING AND

STEP OVER 4" COMPACTED

BASE COURSE.

CONT. SEALANT AND

BACKER ROD OVER

1/2" EXPANSION

MATERIAL

1'-0"

#5 REBAR AT 16"

O.C. AND AT TOES

1'- 0"

3/4"1'-0"

STAIR NOSING TO MATCH

OTHER STAIRWELLS

EXISTING SIDEWALK

'-0

2'- 6"

9'-0" (PER PLAN)

4" TYP.

ANCHORED CONCRETE

WHEEL STOP

4" PAINTED STRIPING - TYP.

EQ EQ

4" x 4" 11 GA. STEEL

POSTS W/ SOLID CAP

10' -0" O.C. MAX.

ASPHALT OVER ABC

DECOMPOSED GRANITE

- REFER TO LANDSCAPE

EXISTING SITE MASONRY

WALL/ HEIGHT VARIES

HSS2X2X3/16 HORIZ.

RAILS WELDED AT EA.

POST

1" SQ. WROUGHT IRON

PICKETS @ 4" O.C. W/

CURVED TOP WELDED TO

HORIZ. RAILS

1/2" Ø BOLTS WITH

HOLLOW BLOCK

EXPANSION ANCHORS.

MIN. (2) PER POST

EXISTING SITE WALL

FOOTING

EXIST'G. HT. VARIES

8'-0"

TACIFI

A D

DENG

T E

E T E

MICHAEL D.

NZI O U.A

CULBERT

33109

ER ARC

job date revisions

ASSOCIATES LTD

ARCHITECTS AIA

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700 www.swaimaia.com

:1 :3

M C

A c ti v e

R e v it P ro je c ts

E c o n o

L o d g e

S it e C

F m d c u lb e rt -S w a im .r v t s it e d e ta il s

C it y o f T u c s o n

S to n e

A v e n u e

T u c s o n A

S to n e

A v e n u e Y o u th T ra n s it io n a l H o u s in g

2213.04

08.01.2025

CIP-1124-00036

1 1/2" = 1'-0"6

1 downspout at sidewalk 1" = 1'-0"6 32

3 sloped sidewalk at downspout

1" = 1'-0"6 32

7 stepped footing 3/4" = 1'-0"6 32

6 concrete step and landing

Sheet 6 of 20

COT APPROVAL STAMP

1/4" = 1'-0"6

10 typical parking stall 1" = 1'-0"6 32

9 wrought iron fence at masonry wall

Sheet 6 of 16

35'-4 3/4"

Sheet 7 of 16

SHEET INDEX

L1.0 L1.1 L2.0 L2.1 - 2.5 L3.0 L4.0 L4.1 - 4.2

COVER + NOTES

SCHEDULES

EARTHWORKS PLAN

SECTIONS, DETAILS + SPECIFICATIONS

PLANTING PLAN

IRRIGATION PLAN

IRRIGATION SCHEDULE + DETAILS

PROJECT DESCRIPTION

Green stormwater infrastructure (GSI) is being incorporated into the Stone Avenue Youth Transitional Housing Project. The City of Tucson Storm to Shade (S2S) Program is providing water harvesting landscape areas around the building that will reduce runoff, support plant growth, and create a patch of nature that will nourish both the residents and nearby community while supporting pollinator and bird habitat.

Key GSI project elements include:

· Low to no-irrigation landscape. Plants are planted within or adjacent to basins that capture runoff from the buildings, street, hardscape and /or adjacent site area. Once established, this harvested runoff provides the water needed to sustain plant growth.

· Plants have been positioned to provide sightlines throughout the space, and not create any 'hidden' areas or areas that could support 'pass-throughs' through the perimeter fence.

· Low-growing (SVT compliant) seed will be included within all landscape areas. This provides a stabilizing ground cover that reduces erosion while adding plants to the landscape. The seed mix is free of grasses with awns (grass heads that can stick in socks and dog fur). All areas not otherwise rocked / paved will be seeded.

LANDSCAPE NOTES

1. Location of all elements depicted on this plan shall be approved by the Owner’s Representative prior to installation.

2. There are no protected native plants meeting the City inventory requirements on the project site that will be removed / impacted by this project.

3. Dust Control: All disturbed, grubbed, graded, or bladed areas not otherwise improved shall be landscaped, seeded, or covered with an organic or inorganic ground cover to help reduce dust pollution.

4. The Contractor shall obtain all necessary and or required permits and pay all related fees and or taxes required to install the work on the approved Plans.

5. All work shall be per the Project Plans and Specifications. Unless otherwise specified, work shall be in accordance with the current PAG Standard Specifications and Details for Public Improvements, and the requirements of the City of Tucson Municipal Codes.

6. The Contractor shall be appropriately licensed as required by the State of Arizona.

7. The Contractor shall notify the Owner’s Representative immediately of any errors, omissions, or discrepancies in regards to existing conditions and or plans prior to beginning work.

8. The Contractor shall take precautionary measures to protect all utilities on site. Prior to excavating, the Contractor shall verify the location (horizontal and vertical) of underground utilities. A minimum of two days prior to excavating, the Contractor shall request identification of underground utilities by calling Blue Stake at 811.

9. Infiltration testing and soils analysis was conducted by ConformaTech Inc in February 2025. The location of testing is shown on the Project Overview, this Sheet. The rate of infiltration is 6” per hour infiltration, and the soils analysis indicates a 5’ depth of silty sandy soil. The Geotechnical Report has been included with this submittal.

1. The contractor is responsible for verifying utility locations prior to any excavation. There may be existing utilities that are not reflected on the Project Plans.

2. Plants will be located to avoid conflicts with underground and overhead utilities. Horizontal planting setbacks for varying plant sizes are provided in Table 4.1 of the Green Stormwater Infrastructure and Low Impact Development Standard Details and Site Guidance Manual. The setbacks for underground utilities are:

· Sewer: Tree trunks shall be 16’ min from manholes, and 10’ min from sewer lines

· Water: Tree trunks shall be 10’ min from all water lines.

· Electric: Tree trunks shall be 3’ min from all electrical lines.

· Cable / Fiber Optic: Tree trunks shall be 3’ min from all cable / fiber optic lines.

· Gas: Tree trunks (trees under 20' H) shall be 8’ min from gas lines

Shrubs and succulents may be planted within these clearance zones. Plants shown on the plans within 5' of a buried water line have a mature root depth of 18" or less.

3. All plant material located within 10' of the sewer and sewer manholes, and / or within public sewer easements shall be in accordance with the planting guidelines contained within Section 7.7, PCRWRD Engineering Design Standards, 2022 Edition and Detail RWRD 111, SSDC current editions.

4. Overhead Electrical Lines: 10' of clearance in all directions from conductors, and 15' from power poles, must be maintained. Small trees, with maximum height of 15', may be planted underneath overhead power lines.

5. No tree or large shrub planting within 50’ of a stop, yield or speed limit sign.

UTILITY OFFSETS + PLANTING SETBACKS

LANDSCAPE WATERING + MAINTENANCE

IRRIGATION: An irrigation system for plant establishment will be installed for irrigation of nursery plants. Plants started on the project site by seed are not irrigated - their germination and growth success is dependent on rainfall. S2S is responsible for the maintenance of the irrigation system, and will discontinue irrigation after plant establishment.

WEEDS: Hydroseed is a component of all planting areas. No pre- or post- emergent herbicides will be used, and no plants will be weeded out except for those identified by a knowledgeable plant person as invasive. Allowing desired plants to establish by seed is a key part of a resilient and regenerative landscape.

PRUNING: All plants should be allowed to grow in their natural form WITHOUT pruning. Plant symbols are shown at the mature plant size. This is to ensure that planting will not grow into walkways / patios. Unless plant material is growing over a sidewalk / curb, it will not be pruned. Should pruning be necessary, it will be done by (or under the observation of) a certified arborist, and pruned back to adjoining stems / branches. No shearing will occur.

3' 3'

S SS S

ROW / PROPERTY

BOUNDARY

Pass through to Outdoor Lounge

Pass through to Active Rec

E HELEN ST

Y (P

LIC

ROW /

PROPERTY

BOUNDARY

¡CONTRACTOR ALERTS!

At the award of contract, the Contractor shall carefully review the Plans. The following items are unique to this project.

1. Seeding: All planted areas will be seeded. This project is using a three-step process. Step 1 of the process, amending the site soil with compost, must be done PRIOR to irrigation installation or finish grading, and can be combined with required ripping of the soil. Refer to the Seeding Special Provision, Sheet L2.5, for full requirements.

2. Irrigation System: There is one irrigation system for the project, but the piping for two valves will be PVC, while the piping for the other two valves is poly. PVC is used where the system is intended as more permanent - this is the Stone Avenue frontage, and planting areas between parking lot and units. The remainder of the system (Helen St. Chicane and planting east of the building), is temporary, and will be turned off after plants are established.

The Contractor shall work closely with the City of Tucson Storm to Shade (S2S) Project Manager or their assigned representative. The following project elements will be staked in the field and reviewed by the S2S Project Manager prior to the Contractor continuing with work. The Contractor must receive and retain written approval after each review.

1. Water harvesting basin layout and DG patio layout. After approval of this review, the contractor may begin excavation on site.

2. Finish grading of basins will be approved. The Contractor is responsible for shooting grades during the construction process to ensure that basin depths are per Plan, and that water flows in the direction intended. Approval must be received prior to the start of irrigation trenching.

3. Contractor shall flag tree layout for approval by S2S Project Manager prior to tree installation. Flags shall be labeled in black permanent marker with the first three letters of the plant's genus and species (for example, Prosopis velutina =

PROVEL).

job date revisions

St on e Av en ue

Y ou th T ra ns iti on al H ou si ng

06.25.2025

2213.04

N S to ne

A ve nu e

Tu cs on , A

C ity o f T uc so n swa m

ASSOCIATES LTD

ARCHITECTS AIA

7350 EAST SPEEDWAY 210

TUCSON, ARIZONA 85710

(520) 326-3700 www.swaimaia.com

2719 E Adams St Tucson, AZ 85716 520-320-3936 | jennifer@wilderla.com

2 0

6 25-

2 0

- L1.0

1" = 15'-0"

PROJECT OVERVIEW

15 7.5 0 15

INFILTRATION

TEST SITE

ACTIVE RECREATION AREA

PULL UP + DIP BARS

BY OWNER

DESIGNATED PET

RELIEF AREA WITH

DOGI-POT STATION

BIKE PARKING

PER ARCH PLANS

SITE FURNITURE

BY OWNER

G S

I C

O V

E R

S H

E E

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JENNIFER

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PATTON

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BOTANICAL NAME

COMMON NAME

SYMBOL QTY

Justicia californica Chuparosa

Larrea tridentata Creosote

Aloysia gratissima Whitebrush

Ambrosia deltoidea Triangle-leaf Bursage

Calliandra eriophylla Fairy Duster

Lycium fremontii Fremont's Wolfberry

Simmondsia chinensis Jojoba

Sphaeralcea ambigua Globemallow

Ziziphus obtusifolia Graythorn

Ericameria laricifolia Turpentine Bush

Bailyea multiradiata Desert Marigold

Viguiera parishii Goldeneye

SCHEDULE: SHRUBS

BOTANICAL NAME

COMMON NAME

SYMBOL QTY

SCHEDULE: SUCCULENTS

Asclepias subulata Desert Milkweed

CONT.

SIZE

115 Gal 8061627

BID ITEM #

BOTANICAL NAME

COMMON NAME

SYMBOL QTY

SCHEDULE: GRASSES

Aristida purpurea Purple threeawn

CONT.

SIZE

101 Gal 8061295

BID ITEM #

Muhlenbergia dumosa Bamboo Muhly

131 Gal 8061295

BID

ITEM #

8061298

Sporobulus airoides Alkali Sacaton

191 Gal 8061295

Bebbia juncea Sweetbush

Encelia farinosa Brittlebush

Ruellia nudiflora Violet Wild Petunia

Plants have been selected that have the appropriate attributes for the GSI landscape areas planters including:

· Ability to tolerate periodic flooding (succulents are the exception, and these are to be planted on terraces).

· Ability to withstand periods of drought.

· Small stature plants in areas requiring visibility across and above planting.

Plant species shall NOT be substituted without prior written authorization from the Landscape Architect (Wilder Landscape Architects, attn. Jennifer Patton, ph 520-481-2328, jennifer@wilderla.com).

A seedmix (included on this sheet) composed of low-growing (mature height of 30" or less) annuals and perennials will be applied in all GSI planting areas. With adequate rainfall, the seedmix will help to provide an abundance of plants. Adequate rainfall must be received for seed germination. Seed is remarkably resilient, and seeds may germinate over a number of years.

PLANT SPECIES AND PLACEMENT

Senegalia greggii Catclaw Acacia

15 Gal 8061005

PLANT SCHEDULE: TREES

SYMBOL BOTANICAL NAME

COMMON NAME

CONT.

SIZE

QTY

Celtis reticulata Netleaf Hackberry

25 Gal 8061065

BID

ITEM #

Olneya tesota Ironwood

15 Gal 80610052

CONT.

SIZE

5 Gal

1 Gal

5 Gal

1 Gal

8061298

8061296

15 Gal 80610054

Nolina microcarpa Bear Grass

65 Gal 8061627

Opuntia engelmannii Prickly Pear

15 Gal 8061627

Opuntia santa-rita Purple Prickly Pear

25 Gal 8061627

SYMBOL ITEM

GSI PRACTICES

GSI DETAILQTY NOTESKEYNOTE

3.0

NOTE: Quantities are for reference only. Contractor shall calculate amount of material required to construct the project as depicted on the plan.

3.8

Stormwater Harvesting Basin Side Slopes Per Plan

Detail 1, Sheet L2.2300 SF

(200 CU.FT.)

Basin floor to be ripped a minimum of 12" depth.

Sides slopes as noted on Plan Sheet L2.0

Rock Sediment Trap Detail 321, Sheet L2.430 SF Sediment traps to be located per Plan.

Rock Rip Rap: Arizona Trucking, Coronado 8" - 12"

3.5Curb Cut, Type 2 Detail 317, Sheet L2.41 EA Curb opening 24" wide

3.6Spillway in Curb Section A, Sheet L2.14 EA Spillway width 12"

3.7Catch Basin with Decorative Grate and Drainpipe

Detail 3, Sheet L2.43 EA 60 LF piping

3.4New Header Curb Opening (Helen St Chicane)

Detail 2, Sheet L2.42 EA, 21 LF Header Curb per Architectural Plan

3.9Rock Check Dam with Spillway

Detail 4, Sheet L2.2 and Section E-E, Sheet L2.1

8 EA

(8.5 TON)

Height of check dam to be 12" above adjacent upstream basin grade.

Check dam spillway to be recessed 3".

Rock Rip Rap: Arizona Trucking, Coronado 12" - 16"

BID ITEM #

9240110 9240018

9240120

PER ARCH

PLANS

9240121

9240142

PER ARCH

PLANS

9240141

Catch Basin: NDS Low-profile, 9" SQ (930) Grate: Iron Age Designs, Regular Joe 9" Sq. Heel Proof; Cast Ductile Iron;

Finish: Raw Drainpipe shall be Sch 40 PVC. Pipe to have minimum 1% slope to landscape area where shown on plans. Contractor to supply pipe and all incidental connectors as required.

3.1Water Harvesting Basin Vertical Sided - Flush Edge

Details 2 + 3, Sheet L2.2; Sections A-E, Sheet L2.1

3,350 SF

(3,900 CU.FT.)

900 LF (rock edge)

Raised edge 'curb' is used on east side of building, where basins are adjacent to patio and alley. Flush edge will be used in all other areas.

Basin floor to be ripped a minimum of 12" depth.

Rock Rip Rap: Arizona Trucking, Coronado 8" - 24"

9240110 9240018 9240111

3.3Planting Shelf 315 LF Shelf elevation to be at invert (±) of curb opening, downstream spillway invert, or as indicated on Plan. Intent is for plant stem to be above ponding.

Rock Rip Rap: Arizona Trucking, Coronado 8" - 12"

9240111Detail 2, Sheet L2.2 & Section D, Sheet L2.1

3.10

SYMBOL ITEM

GROUNDCOVER + BOULDERS

DESCRIPTIONQTY NOTES / SUPPLIER / DETAILKEYNOTE

NOTE: Quantities are provided for reference only. Contractor is responsible for calculating amount of material required to construct the project as depicted on the plan.

4.3

BID ITEM #

4.0Not Shown

Boulders 16 EA

2 EA

3' x 3' x 3' Avg Size 2' x 2' x 2' Avg Size

Color: Coronado Brown Refer to Details 4+5, Sheet L2.3

8030143 8030142

Seeding (Hydroseed or Hand Scatter followed by a separate application of Straw Mulch)

Per Seed Mix, this Sheet.

Low-growing, sock + pet friendly

To be applied within all landscape areas. This includes all basin bottoms, all planting areas, and all site areas that are not shown to have alternative cover. Seed to be applied after soil preparation (furrows perpendicular to flow of water). This seed mix is appropriate for all areas (maximum plant height is 30"). No pre-emergent herbicide shall be applied in any area to be seeded.

Seed Supplier: Wildlands Restoration, Gary Maskarinec, garyberni@aol.com 520-882-0969

Refer to Seeding Area Keymap, this Sheet, Detail 3, Sheet L2.3 and Seeding Specifications, Sheet L2.5

3,800 SF

(0.1 AC)

4.1

8050007

Decomposed Granite, Stabilized

4.2Washed 14" Cactus Gold

Cactus Gold Stabilized Minus 14"

3" Depth after Compaction Source: Arizona Trucking & Materials or Equal Refer to Detail 3, Sheet L2.2; Section D, Sheet L2.1; and Specifications, Sheet L2.5;

700 SF

Cactus Gold 14" Washed 2" Depth; Source: Arizona Trucking & Materials or Equal Specified for basin areas that serve dual purposes. Washed rock has fewer fines, meaning less clogging of soil pores.

Refer to Detail 1, Sheet L2.3

550 SF

4.4Boulder Curb Edge (opposite bike racks)

4 EA 3 - 5' Long x 18" tall x 12 - 18" deep

Color: Coronado Brown Refer to Detail 4, Sheet L2.3

8030139

4.5Boulder Stepping Stones 2 EA 18" x 30" x height required to be level with top of adjacent curb

Color: Coronado Brown Refer to Detail 4, Sheet L2.3

8030140

Smooth side of rocks shall be placed up.

To be set with flat surface up to serve as stepping stone.

3' boulders are intended to serve as seating. Place smooth side up.

SYMBOL ITEM

DOG ACCOMODATIONS

DESCRIPTIONQTY NOTES / SUPPLIER / DETAILKEYNOTE

5.0Dog Waste Station Dogipot Aluminum Pet Station Item #: 1003-L www.dogipot.com/pet-stations Mount per Manufacturer's Specs

1 EA

5.1Designated Pet Area Sign 12" x 18" Sign, Aluminum, with ProShield Laminate, Post Mount https://www.dogpoopsigns.com Item: K-2241

1 EA

5.2Take your Dog to Designated Pet Area Sign

12" x 18" Sign, Aluminum, with ProShield Laminate, Post Mount https://www.dogpoopsigns.com Item: K-2239

2 EA

3.2Recessed Planting Area 200 SF Basin floor to be ripped a minimum of 12" depth.

Sides slopes 3:1

9240110 9240018

PER ARCH

PLANS

PER ARCH

PLANS

Detail 2, Sheet L2.3

3.11Rock Header (separates DG from adjacent planting area)

N/A18 SF Hand-placed rip rap, 8" width. Minimize spaces between rocks. Top of rip rap 12" above adjacent grade. Top surface to be relatively flat.

Rock Rip Rap: Arizona Trucking, Coronado 8" - 12"

9240142

Rock Run Downs and Flow Dissipaters (at downspout + scupper outlets)

50 SF 2" minimum between top of dissipater and bottom of scupper / downspout outlet. Hand-placed rip rap. Minimize spaces between rocks.

Rock Rip Rap: Arizona Trucking, Coronado 8" - 12"

9240142Detail 5, Sheet L2.2 and Sections A + B, Sheet L2.1

Water Harvesting Basin Vertical Sided - Raised Edge

SYMBOL ITEM

STREET SIGNS

NOTESQTYKEYNOTE

6.0No Parking Sign, R8-3 24" X 24"

Signs (materials, layout, and…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 22, 2025.