EQ-24-0150 Plans 240517.pdf

INDEX OF SHEETS

FOREST LOCATION

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DATE

DIRECTOR OF ENGINEERING DATE

ARIZONA

COCONINO COUNTY

(R03) SOUTHWESTERN REGION

KAIBAB NATIONAL FOREST

FROM THE COCONINO NATIONAL FOREST SUPERVISOR’S OFFICE, HEAD NORTH ON S

THOMPSON ST FOR 0.1 MILES. TURN LEFT ONTO I-40 BL W/HISTORIC RTE 66 FOR 3.4 MILES.

MERGE ONTO 1-40 W FOR 19.1 MILES. TAKE EXIT 171 TOWARD PITTMAN VALLEY RD/DEER

FARM ROAD FOR 0.3 MILES. TURN RIGHT ONTO COOL PINES RD FOR 0.1 MILES. TURN LEFT

ONTO N BUGGY WHEEL RANCH RD FOR 1.0 MILE. TURN LEFT ONTO FOREST SERVICE ROAD

74G FOR 226 FEET. MAKE SLIGHT RIGHT ONTO FOREST SERVICE ROAD 74 FOR 0.2 MILES.

TURN RIGHT TO STAY ON FOREST ROAD 74. PITTMAN VALLEY WORK CENTER WILL BE ON THE

LEFT IN 95 FEET.

Map data © 2024 Google

TECHNICAL ASPECTS REVIEWED:

FOREST SUPERVISOR

/2

/2

:5

:3

A

M C

U s e rs

\M a rk

R \D o c u m e n ts

\G re e n B a s e W o rk

C e n te r_ r2 m ro y la n c e

.r v t

GREEN BASE WORK CENTER

(PITTMAN VALLEY HELIBASE)

OFFICE REPLACEMENT

THESE DRAWINGS WERE PREPARED BY MOSAIC ARCHITECTURE, P.C. FOR CONSTRUCTION OF THE PROJECT DESCRIBED HEREIN. AS SUCH, THE DOCUMENTS ARE THE PROPERTY OF MOSAIC ARCHITECTURE, P.C. & MAY NOT BE REPRODUCED, COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROM MOSAIC ARCHITECTURE, P.C.

N

FS RD 74

TO FLAGSTAFF

1782 Co Road 74, Williams, AZ

ARCHITECTURAL DRAWINGS

A000 COVER

A001 CODE SUMMARY & PROJECT ABBREVIATIONS

A002 GENERAL INFORMATION & ASSEMBLY TYPES

A101 SITE PLAN

A102 FLOOR PLAN

A103 REFLECTED CEILING PLAN

A104 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 GLAZING ELEVATIONS

A301 BUILDING SECTIONS

A401 WALL SECTIONS

A402 WALL SECTIONS

A501 DOOR TYPES, SCHEDULE & DETAILS

A502 DOOR & WINDOW DETAILS

A503 EXTERIOR DETAILS

A504 EXTERIOR DETAILS

A701 FINISH PLAN & SCHEDULE

A801 INTERIOR ELEVATIONS

A802 CASEWORK DETAILS

A901 CEILING DETAILS

STRUCTURAL DRAWINGS

S000 GENERAL STRUCTURAL NOTES

S001 GENERAL STRUCTURAL NOTES

S002 ANNOTATIONS, SYMBOLS, AND ABBREVIATIONS

S003 STATEMENT OF SPECIAL INSPECTIONS AND

UNBALANCED SNOW LOAD PLAN

S100 FOUNDATION/MAIN FLOOR STRUCTURAL PLAN

S101 ROOF STRUCTURAL PLAN

S501 STRUCTURAL DETAILS

S701 TYPICAL CONCRETE DETAILS

S702 TYPICAL WOOD DETAILS

ELECTRICAL DRAWINGS

E0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E0.2 ELECTRICAL DETAILS

E0.3 ELECTRICAL DETAILS

E0.4 ELECTRICAL SCHEDULES

E0.5 ELECTRICAL SCHEDULES

E1.1 ELECTRICAL SITE PLAN

E2.1 ELECTRICAL POWER PLAN

E2.2 ELECTRICAL LIGHTING PLAN

MECHANICAL DRAWINGS

M0.1 MECHANICAL LEGEND & NOTES

M0.2 MECHANICAL SCHEDULES

M0.3 MECHANICAL SCHEDULES

M0.4 MECHANICAL DETAILS

M0.5 MECHANICAL DETAILS

M1.1 MECHANICAL PLAN

M1.2 MECHANICAL PIPING PLAN

M1.3 MECHANICAL ROOF PLAN

PLUMBING DRAWINGS

P0.1 PLUMBING LEGEND & NOTES

P0.2 PLUMBING SCHEDULES

P0.3 PLUMBING DETAILS

P0.4 PLUMBING DETAILS

P1.0 UNDERSLAB PLUMBING PLAN

P1.1 PLUMBING PLAN

P1.2 PLUMBING ROOF PLAN

CIVIL DRAWINGS

C100 OVERALL SITE PLAN

C101 ENLARGED GRADING PLAN

C102 UTILITIES PLAN

C103 WASTEWATER SYSTEM PLAN

C104 WASTEWATER TREATMENT DETAILS

C105 WASTEWATER TREATMENT DETAILS

C106 SITE DETAILS

C107 DETAILS

ICT DRAWINGS

T0.1 ICT SYMBOLS AND ABBREVIATIONS

T0.2 ICT DETAILS

T0.3 ICT DETAILS

T1.0 ICT SITE PLAN

T1.1 STRUCTURED CABLING PLAN

T1.2 SECURITY PLAN

T1.3 PAGING PLAN

T2.1 ICT ENLARGED VIEWS

MOSAIC ARCHITECTURE, P.C.

317 CRUSE AVE., SUITE 201

HELENA, MT 59601

(406) 449-2013 CONTACT: JEFF DOWNHOUR, AIA jeff@mosaicarch.com

MARK ROYLANCE, AIA markr@mosaicarch.com

ARCHITECT:

PROJECT DIRECTORY

CIVIL ENGINEERING:

GREATWEST ENGINEERING

702 2ND STREET S #2

GREAT FALLS, MT 59405

(406) 604-7547

CONTACT: JOSH SOMMER, jsommer@greatwesteng.com

STRUCTURAL ENGINEERING:

MECHANICAL/ELECTRICAL/

PLUMBING ENGINEERING:

MORRISON MAIERLE INC.

1 ENGINEERING PL

HELENA, MT 59602

(406) 495-3439

MORRISON MAIERLE INC.

1055 MOUNT AVE

MISSOULA, MT 59801

(406) 542-8880

CONTACT: AUBREY YERGER, PE ayerger@M-M.NET

1 68

Coconino County approves these plans for concept only.

All liability resulting from errors or omissions is the responsibility of the designer. The County does not verify or guarantee the measurements, calculations, ownership or conclusions indicated by the creator of these plans.

Coconino County Community Development, Environmental Quality Division has reviewed only the onsite wastewater system shown on these plans. Other agency or division approvals may be required.

It is the responsibility of the property owner / applicant, not the County to determine the correct location of all property lines and easements.

APPROVED

Coconino County Community Development

Environmental Quality

By: ___________________ Date: 05/17/2024

Only the blue highlighted sheets were included with the CCCD EQ issued permit.

395 SF

OPEN OFFICE 388 SF

OPERATIONS

495 SF

READY ROOM

538 SF

FITNESS

289 SF

PILOTS

53 SF

STORAGE

126 SF

CONTRACTOR

754 SF

HALL

92 SF

STOR.

67 SF

COMM.

106 SF

LAUNDRY

42 SF

STORAGE

167 SF

MECH

44 SF

VESTIBULE

137 SF

BASE MGR

220 SF

MEN'S

212 SF

WOMEN'S

GROSS

4386 SF

B

Wmin = 4.4"

532 SF

DAY ROOM

Wmin = 4.4" Wmin = 4.4"

SERVICE YARD

C .P

.E .T

E.A.T.D. - 60'

FEFE

W/D W/D

AD

A

ADA

NONRATED WALL: WITH NO OPENING PROTECTION REQUIRED AT DOORS,

WINDOWS, DUCTS, PENETRATIONS, AND JOINTS UON. SEE WALL TYPES.

EXIT SIGN W/ INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL

EXITS, EVERY 100' IN CORRIDORS, AND IN SPACES WHERE 2 MEANS OF

EGRESS ARE REQUIRED PER S §1006. SEE ELECTRICAL DRAWINGS. (W/

POCHE IN QUADRANT INDICATING "EXIT" TEXT SIDE OF SIGN.) SIGNS

SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE

WALL HUNG.

1-HOUR FIRE WALL, FIRE BARRIER, FIRE PARTITION, OR SMOKE BARRIER

WALL: OR COMBINATION OF (WHERE OCCURS) CONFORMING TO THE MOST

STRINGENT REQUIREMENTS OF EACH. SEE CODE ANALYSIS PLANS FOR

SPECIFIC NAMES OF IBC WALL DESIGNATIONS. ALL WITH FIRE-RESISTIVE

OPENING PROTECTION AT DOORS, WINDOWS, DUCTS (WITH EXCEPTIONS),

PENETRATIONS, AND PROTECTION AT JOINTS. SEE WALL TYPES, DOOR AND

WINDOW SCHEDULES, MECHANICAL DRAWINGS, PENETRATION DETAILS, AND

JOINT DETAILS WHERE APPLICABLE.

2-HOUR FIRE WALL OR FIRE BARRIER: OR COMBINATION OF (WHERE

OCCURS) CONFORMING TO THE MOST STRINGENT REQUIREMENTS OF EACH.

SEE CODE ANALYSIS PLANS FOR SPECIFIC NAMES OF IBC WALL

DESIGNATIONS. ALL WITH FIRE-RESISTIVE OPENING PROTECTION AT

DOORS, WINDOWS, DUCTS (WITH EXCEPTIONS), PENETRATIONS, AND

PROTECTION AT JOINTS. SEE WALL TYPES, DOOR AND WINDOW

SCHEDULES, MECHANICAL DRAWINGS, PENETRATION DETAILS, AND JOINT

DETAILS WHERE APPLICABLE.

PORTABLE CLASS ABC FIRE EXTINGUISHER IN ADA-COMPLIANT SEMI-

RECESSED CABINET

FE

Wmin MINIMUM EGRESS WIDTH (INCHES) BASED ON ACCUMULATIVE NUMBER OF

OCCUPANTS SERVED AT INDICATED EGRESS COMPONENT, PER SECTION

1005.3: .3 INCHES/OCC FOR STAIRWAYS(NONSPRINKLERED BUILDINGS); .2

INCHES/OCC FOR OTHER EGRESS COMPONENTS (NONSPRINKLERED BLDGS).

MOER:2 MEANS OF EGRESS REQUIRED (QUANTITY). ONLY DESIGNATED WHERE

(2) MEANS OF EGRESS ARE REQUIRED, PER §1006.2.1.

IU INCIDENTAL USE W/ REQUIRED SEPARATION PER TABLE 509.1. SHALL NOT

OCCUPY >10% OF FLOOR AREA OF STORY IN WHICH LOCATED, AND IS

CALCULATED AS PART OF OCCUPANCY IN WHICH IT IS LOCATED.

ACCESSORY OCCUPANCY AREA: W/ NO SEPARATION REQUIRED AND

CALCULATED AS PART OF MAIN OCCUPANCY IF TOTAL ACCESSORY

OCCUPANCIES WITHIN A STORY OCCUPY LESS THAN 10% OF AREA OF THAT

STORY, PER SECTION 508.2.3.

CODE PLAN LEGEND

OCCUPANCY GROUP B AREA

EXIT ACCESS TRAVEL DISTANCE (E.A.T.D.) - MAXIMUM 200' FOR 'B'

OCCUPANCY W/OUT SPRINKLER SYSTEM, PER TABLE 1017.2. MAXIMUM

DISTANCE FOR EACH STORY SHOWN.

COMMON PATH OF EGRESS TRAVEL (C.P.E.T.) - MAXIMUM 75' FOR 'B'

OCCUPANCY W/OUT SPRINKLER SYSTEM, OCC LOAD >30, PER TABLE 1006.2.1.

ROOM AREA

OCCUPANT

LOAD

MAX. FLOOR

AREA PER

OCCUPANT

FROM TABLE

1004.5

SF

ROOM NAME

OCCUPANT LOADS FOR FUNCTIONS DESIGNATED NET

FLOOR AREA IN TABLE 1004.5 ARE IDENTIFIED FOR

ACTUAL OCCUPIED AREAS.

OCCUPANT LOADS FOR FUNCTIONS DESIGNATED GROSS

FLOOR AREA ARE IDENTIFIED FOR ENTIRE AREA OF THE

FUNCTION W/ DEDUCTIONS ONLY FOR AREA OF

EXTERIOR WALLS, VENT SHAFTS AND INTERIOR COURTS.

AO

OCCUPANCY GROUP B WITH ACCESSORY SMALL ASSEMBLY SPACE WITH

OCCUPANT LOAD <50 OR AREA <750 SF, CLASSIFIED AS PART OF GROUP B

OCCUPANCY PER 303.1.2

REQUIRED EXIT AND EXIT EGRESS DIRECTION WITH ACCUMULATIVE

NUMBER OF OCCUPANTS SERVED. (DESIGNATED WHERE (2) MEANS OF

EGRESS ARE REQUIRED PER TABLE §1006.2.1)

OCCUPANCY GROUP S-1 AREA

THIS PROJECT SHALL COMPLY WITH THE CODES ADOPTED BY COCONINO COUNTY:

2021 International Building Code (IBC) 2021 International Mechanical Code (IMC) 2021 International Fuel Gas Code (IFGC) 2021 International Plumbing Code (IPC) 2017 National Electrical Code (NEC) 2018 International Energy Conservation Code (IECC)

APPLICABLE BUILDING CODES

OCCUPANCY GROUPS:

(CHAPTER 3)

• B - BUSINESS

• ACCESSORY OCCUPANCIES PER SEC. 508.2 WHERE OCCUR.

• INCIDENTAL USES PER TABLE 509 WHERE OCCUR.

CONSTRUCTION TYPE:

(TABLE 601)

TYPE V-B, NON-SPRINKLERED

ALLOWABLE FLOOR AREA (At):

(TABLE 506.2)

B: 9,000 SF

ALLOWABLE NO. OF STORIES / HEIGHT:

(TABLE 504.4/504.3)

B: 2 STORIES / 40 FT

OCCUPANT LOAD BY FLOOR: LEVEL 1 66

SEE CODE ANALYSIS PLANS THIS SHEET.

SUMMARY CODE REVIEW

PROJECT DESCRIPTION: NEW HELITACK BASE WORK CENTER, INCLUDING OPERATIONS ROOM,

OFFICES, DAY ROOM, READY ROOM, PILOT LOUNGE, AND RESTROOMS.

ACTUAL NO. OF STORIES / HEIGHT: 1 STORY / 20 FT; OK

OCCUPANT LOADS FOR EGRESS DESIGN:

(SEC. 1004 + TABLE 1004.5)

ASSEMBLY - UNCONCENTRATED 15 NET

BUSINESS: 150 GROSS

SEE CODE ANALYSIS PLAN. OCCUPANT LOADS BASED ON MAX. FLOOR

AREA IN SQ FT PER OCCUPANT FROM TABLE 1004.5:

EGRESS WIDTH PER OCCUPANT SERVED:

(SEC. 1005.3)

STAIRWAYS:

OTHER EGRESS

COMPONENTS:

0.3 INCHES / OCCUPANT (NONSPRINKLERED)

0.2 INCHES / OCCUPANT (NONSPRINKLERED)

INTERIOR FINISH REQUIREMENTS:

(TABLE 803.13 - NONSPRINKLERED)

INTERIOR EXIT STAIRWAYS, EXIT RAMPS & EXIT PASSAGEWAYS: CLASS A.

CORRIDORS & ENCLOSURE FOR EXIT ACCESS STAIRWAYS & EXIT ACCESS

RAMPS: CLASS B. ROOMS AND ENCLOSED SPACES: CLASS C

ACTUAL FLOOR AREA: 4,921 SF < 15,750 ALLOWABLE; OK

44" AT STAIRWAYS (36" WHERE OCC LOAD < 50) [IBC §1011.2];

32" CLEAR AT DOORS [§1010.1.1],

44" AT CORRIDORS, AISLES & EXIT PASSAGEWAYS (36" for occupant load

<50) [§ 1020.3; 1018.3; 1018.5; 1024.2 RESPECTIVELY], PROVIDED.

EGRESS WIDTH MINIMUMS BY

COMPONENT (USE WHERE EXCEED

MINIMUMS BY OCCUPANT LOAD):

CORRIDOR FIRE RESISTANCE RATING:

(TABLE 1020.2)

B OCCUPANCY, OCC LOAD <30:

B OCCUPANCY, OCC LOAD >30:

ALL CORRIDOR OCCUPANT LOADS ARE <30; NO FIRE RATING REQ'D

NOT REQUIRED (NONSPRINKLERED)

1-HOUR (NONSPRINKLERED)

OPENING PROTECTIVES:

(TABLE 716.1(2))

20 MINUTE

D-20

DH-OH-20

45 MINUTE

OH-45 OR W-60

1-HR FIRE PARTITIONS (CORRIDOR WALLS):

FIRE DOOR RATING:

DOOR VISION PANEL GLAZING MARKING:

SIDELIGHT/TRANSOM ASSEMBLY MARKING:

FIRE WINDOW ASSEMBLY RATING:

WINDOW ASSEMBLY MARKING:

(TABLE 716.1(3))

FRONTAGE INCREASE (If):

(TABLE 506.3.3)

>30' OPEN SPACE FOR 100% OF BLDG PERIMETER:

If = .75

ALLOWABLE FLOOR AREA:

1 STORY BLDG: (Aa)

(SEC. 506.2.1)

B: Aa = At + [NS x If] Aa = 9,000 + [9,000 x .75] Aa = 15,750 SF

(CHAPTER 6) CONSTRUCTION TYPE V-B; GROUP B OCCUPANCY

BUILDING ELEMENT

TABLE 601 STRUCTURAL FRAME

RATING

0 HR

TABLE 705.5 EXTERIOR BEARING WALLS: FIRE SEP <5' 1 HR - N/A

TABLE 601 INTERIOR BEARING WALLS 0 HR

TABLE 705.5 EXTERIOR NONBEARING WALLS: FIRE SEP <5' 1 HR - N/A

TABLE 601 FLOORS 0 HR

EXTERIOR BEARING WALLS: FIRE SEP <10' 0 HREXTERIOR BEARING WALLS: FIRE SEP ≥10' 0 HR

EXTERIOR NONBEARING WALLS: FIRE SEP ≥5',<10' 1 HR - N/A

TABLE 601 ROOFS 0 HR

EXTERIOR BEARING WALLS: FIRE SEP ≥5',<10' 1 HR - N/A

EXTERIOR NONBEARING WALLS: FIRE SEP ≥10' 0 HR

MAXIMUM AREA OF EXTERIOR OPENINGS

(CHAPTER 7) MAXIMUM AREA OF EXTERIOR OPENINGS PER TABLE 705.8: NONSPRINKLERED

EAST WALL - SEPARATION ≥30 FT

UNPROTECTED NO LIMIT

PROTECTED NO LIMIT

FIRE-RESISTANCE RATING REQUIREMENTS

TYPE OF CONSTRUCTION

WEST WALL - SEPARATION ≥30 FT

UNPROTECTED NO LIMIT

PROTECTED NO LIMIT

NORTH WALL - SEPARATION ≥30 FT

UNPROTECTED NO LIMIT

PROTECTED NO LIMIT

SOUTH WALL - SEPARATION ≥30 FT

UNPROTECTED NO LIMIT

PROTECTED NO LIMIT

REQUIRED SPECIAL INSPECTIONS:

IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE 2018 INTERNATIONAL BUILDING CODE.

SEE STRUCTURAL FOR SPECIFIC REQUIREMENTS. COPIES OF 3RD PARTY REPORTS TO BE SENT TO

ENGINEER & COPIES KEPT ON-SITE FOR INSPECTOR REVIEW.

a) SPECIAL INSPECTIONS:

- INSPECTION OF FABRICATORS (1704.2.5)

- STEEL CONSTRUCTION (1705.2)

- CONCRETE CONSTRUCTION (1705.3)

- MASONRY CONSTRUCTION (1705.4)

- WOOD CONSTRUCTION (1705.5)

- SOILS (1705.6)

- SPECIAL CASES (1705.1.1)

EPOXY SET ANCHORS

POWDER-ACTUATED FASTENERS

CONCRETE EXPANSION ANCHORS

b) SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (1705.12):

- STRUCTURAL STEEL (1705.12.1)

- STRUCTURAL WOOD (1705.12.2)

- COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION (1705.12.3)

IECC COMPLIANCE FOR COMMERCIAL PROJECTS

CLIMATE ZONE: 5

INSULATION REQUIREMENTS - IECC 2021 TABLE C402.1.3/C402.4

ROOFS R-30 CONTINUOUS ABOVE DECK, R-49 AT ATTICS

METAL FRAMED WALLS, ABOVE GRADE R-13 CAVITY + R-10 CONTINUOUS

WOOD FRAMED WALLS, ABOVE GRADE R-13 CAVITY + R-7.5 CONTINUOUS OR R-20 + R3.8 CONTINUOUS

MASS WALLS, ABOVE GRADE: R-11.4 CONTINUOUS

BELOW GRADE WALLS: R-7.5 CONTINUOUS

FLOORS - JOIST/FRAMING: R-30

UN-HEATED SLAB: R-15 VERTICAL FOR 24" BELOW (FULL HEIGHT OF THICKENED SLAB EDGE)

HEATED SLAB: R-15 FOR 36" BELOW + R-5 FULL SLAB

OPAQUE SWINGING DOORS: 0.37

SKYLIGHT U-FACTOR: 0.50 MAXIMUM

FIXED FENESTRATION U-FACTOR: 0.36 MAXIMUM

OPERABLE FENESTRATION U FACTOR 0.45 MAXIMUM

ENTRANCE DOOR: 0.63 MAXIMUM

SHGC 0.38 FIXED; 0.33 OPERABLE WITH ADJUSTMENT FOR PROJECTION

FACTOR >.2

INSULATION TO BE PROVIDED - REQUIREMENTS IN OTHER AREAS OF DRAWINGS OR SPECIFICATIONS TAKE

PRECEDENCE OVER THE FOLLOWING REQUIREMENTS:

ROOFS R-49 SPRAY FOAM ATTIC INSULATION

WOOD FRAMED WALLS: R-21 CAVITY + R3.8 CONTINUOUS

UNHEATED SLAB: R-15 VERTICAL FOR 24" BELOW (FULL HEIGHT OF THICKENED SLAB EDGE)

OPAQUE SWINGING DOORS: 0.37

FENESTRATION U-FACTOR (FIXED): 0.36 MAXIMUM

FENESTRATION U-FACTOR (OPERABLE): 0.45 MAXIMUM

ENTRANCE DOOR: 0.63 MAXIMUM

SHGC 0.38 FIXED; 0.33 OPERABLE WITH PROJECTION FACTOR <.2

PLUMBING FIXTURE COUNTS

(CHAPTER 4 OF 2021 IPC - TABLE 403.1)

FIXTURE TYPE

WC, MALE:

WC, FEMALE:

FIXTURES

REQUIRED

1:25

1:25BU

SI

N

ES

S NO.

OCC.

TOTAL

REQUIRED

FIXTURES

PROVIDED

2 WC + 1 UR

2 WC

LAVS, MALE:

LAVS, FEMALE:

DF:

1:40 1:40

1:100

OCCUPANT LOAD = 66

@ at A.B. anchor bolt A/C air conditioning ACC PNL access panel ACOUST acoustical ACT acoustical ceiling tile AD area drain ADJ adjacent AFF above finished floor AIB air infiltration barrier ALT alternate ALUM aluminum ANOD anodized APPROX approximate ARCH architect AUTO automatic BBD bulletin board BD board BITUM bituminuous BL building line BLDG building BLK block BLKG blocking BM beam/bench mark BO by owner B.O. bottom of BOT bottom BRG bearing BSBD baseboard BTWN between B.O.W. bottom of wall BU built up CAB cabinet CAP capacity CB catch basin CL centerline C.C. center to center CDX exterior grade plywood CG corner guard CH channel CI cast iron/cubic inches CJ control joint CLG ceiling C.L.L. contract limit line CL center line

ABBREVIATIONS:

GA gauge GB grab bar GALV galvanized G.C. general contractor GEN general GFRG glass fiber reinforced gypsum GI galvanized iron GL glass GLU LAM or G.L.B. glue laminated beam GRD grade/grid GWB gypsum wall board GYP gypsum HB hose bib HC hollow core/handicapped HD BD Hard board HDR header HOR horizontal HR hour HT height HTG heating HVAC heating, ventilation, air conditioning HW hot water

PART.BD.particle board PART’N partition PC precast concrete PFM prefinished metal PL plate P.LAM plastic laminate PLWD plywood PNL panel PR pair PSL parallel strand lumber PT point PTD paper towel dispenser

T tread/thermostat TB towel bar TEL telephone TEMP temperature

CONN connection CONST construction CTRD centered CONT continuous CONTR contractor CORR corridor CPT carpet CT ceramic tile CW curtain wall system CY cubic yard DBL double DEPT department DF drinking fountain DIA diameter DIAG diagonal DIM dimension DISP dispenser DN down DR door DWR drawer DS downspout DTL detail DWG drawing E east EA each EIFS exterior insulation finish system E.J. expansion joint EL/ELEV elevation - height/elevator ELEC electrical ENCL enclosure EO electrical outlet EP electrical panel EQ equal EQUIP equipment EW exterior wall assembly EWC electrical water cooler EWH electrical water heater (E)/EXISTexisting EXH exhaust EXP expansion EXT exterior

INSUL insulation INT interior IWA/IW interior wall assembly

T.O. top of T.O.B. top of beam T.O.C. top of concrete T.O.P. top of plate T.O. FTG top of footing T.O.S. top of steel T.O.SL. top of slab T.O.W. top of wall TPD toilet paper dispenser TR tread TS tubular steel TV television TYP typical UG underground UNO unless noted otherwise UR urinal VAC vacuum outlet VAR varies VB vapor barrier VCT vinyl composition tile VERT vertical VEST vestibule VFY verify VT vinyl tile VWC vinyl wall covering W west/women/width W/ with W/O without WC water closet WD wood W/D washer/dryer WH water heater WNDW window WP waterproof WR water resistant WRB weather resistive barrier WT weight WWF welded wire fabric WWM welded wire mesh X by YD yard

REINF reinforcing REQD required RES resilient RM room RO rough opening RV roof vent R&S rod and shelf S south SACT suspended acoustical ceiling tile SC solid core SCD seat cover dispenser SCHED schedule SD soap dispenser SECT section SF square feet SGL single SHT sheet SHTG sheathing SHWR shower SIM. similar S.I.P. structural insulated panel SLNT sealant SOG slab on grade SPEC specifications S.S. stainless steel SS service sink SSM solid surface material STD standard STF storefront STL steel STOR storage STRUCT structural SUBFLR subfloor SUSP suspended SV sheet vinyl SY square yard

MEZZ mezzanine MFR manufacturer MH manhole MIN minimum MIR mirror MISC miscellaneous MO masonry opening MTL metal MULL mullion N north NA not applicable NIC not in contract NO number NTS not to scale OFCI owner furnished/contractor installed OC on center OD outside diameter OH overhead/opposite hand OPNG opening OPP opposite

FLR/FL floor FLUOR fluorescent FND feminine napkin dispenser/disposal FO face of FOC face of concrete

QTY quantityJAN janitor JST joist JT joint

FA fire alarm/floor-ceiling assembly FAH fire alarm horn FAS fire alarm station

PTD/R paper towel dispenser/receptacle PVMT pavement PVC polyvinylchloride

M men's MAT material MAX maximum MECH mechanical MDF medium density fiber board

FOF face of finish FOS face of stud FOW face of wall FT foot or feet FTG footing

CLR clear CMU concrete masonry unit CO clean out

FH fire hydrant FIN. FLR top of floor sheathing FIN finish FIXT fixture

T&G tongue and groove THK thick THRU through TJI Truss Joist Incorporated

R/RAD radius R riser RA roof/ceiling assembly RB rubber base RD roof drain RE regarding REF reference/refrigerator

LAV lavatory LF lineal foot LTG lighting

FD floor drain FDN/FND foundation FE fire extinguisher FEC fire extinguisher cabinet FF finished floor FFHB frost free hose bib FG finish grade

IN inch INCL included INFO information

COL column CONC concrete COND condition CONF conference

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-03 Southwestern

Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

317 Cruse Avenue Suite 201 Helena, Montana 59601 406.449.2013

SHEET OF 20

3/

/2

9:

:3

A

M C

:\U se rs \M ar kR

\D oc um en ts \G re en

B as e W or k

C en te r_ r2 4_ m ro yl an ce .rv t

A001 mgr mgr jrd

6260855010602

CODE SUMMARY &

PROJECT

ABBREVIATIONS

GREEN BASE WORK

CENTER (PITTMAN VALLEY

HELIBASE) OFFICE

REPLACEMENT

1782 Co Rd 74, Williams, AZ 86046

CONSTRUCTION DOCUMENTS

WILLIAMS RANGER DISTRICT

KAIBAB NATIONAL

FOREST

3/20/2024

1/8" = 1'-0"

LEVEL 1 CODE PLAN

N

1. THE GENERAL CONDITIONS TO THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS:

DOCUMENT A-201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS HEREINAFTER REFERRED

TO AS THE "GENERAL CONDITIONS" RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY

MADE A PART OF THE CONTRACT AS THOUGH FULLY CONTAINED IN THESE SPECIFICATIONS.

2. CONTRACT DOCUMENTS INCLUDE THE ARCHITECT'S DRAWINGS, SPECIFICATIONS, GENERAL

CONDITIONS, AGREEMENT (BUILDING CONTRACT) AND ALL ADDENDA. THEY ARE TO INCLUDE ALL

LABOR, EQUIPMENT, AND MATERIALS NECESSARY FOR THE PROPER EXECUTION OF THE WORK

EXCEPT AS MAY BE SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR FOR WHICH

SEPARATE PRICES MAY BE ASKED IN THE BID PROPOSAL.

3. REGULATIONS, TAXES AND PERMITS: THE WHOLE OF THE WORK IS TO BE EXECUTED IN STRICT

ACCORDANCE WITH THE REGULATIONS AND CODES OF THE GOVERNMENTAL AGENCIES WHOSE

JURISDICTION IS APPLICABLE.

GENERAL CONDITIONS:

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS & CONDITIONS.

EXISTING DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED.

2. REFER TO SPECIFICATIONS FOR DETAILED DESCRIPTIONS & REQUIREMENTS OF

CONSTRUCTION.

3. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES, PROVIDE ON-SITE

SUPERVISION & BE RESPONSIBLE FOR COMPLIANCE WITH ALL SAFETY PRECAUTIONS, CODES

AND REGULATIONS.

4. PROTECT EXISTING UTILITIES, SITE IMPROVEMENTS & PLANTING TO REMAIN.

5. PATCH ANY SURFACES DAMAGED DURING CONSTRUCTION. SURFACES ARE TO BE PATCHED

FLUSH WITH EXISTING. MATCH EXISTING ADJACENT FINISH OR APPLY NEW FINISH AS

SCHEDULED.

6. PROVIDE SOLID BACKING FOR ALL WALL-MOUNTED ITEMS.

7. IN GENERAL, REPETITIVE DETAILS DRAWN ARE SHOWN IN FULL ONLY ONCE. REPETITIONS MAY

NOT BE COMPLETE IN EVERY DETAIL AS SHOWN IN THE ORIGINAL DETAIL.

8. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS.

9. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUBFLOOR UNLESS NOTED OTHERWISE.

10. WHERE COLUMNS & STUD WALLS ALIGN, GYPSUM BOARD TO BE CONTINUOUS OVER COLUMNS

OR BOXED AROUND COLUMN IF COLUMN PROJECTS BEYOND WALL.

11. BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITION OR AREA OF FINISH THAT IS IN

QUESTION OR NOT NOTED.

12. SEAL ALL PENETRATIONS OF WALLS, FLOORS AND CEILINGS WITH A FIRE RATING EQUIVALENT

TO THE CONSTRUCTION PENETRATED AND PER DETAILS & SPECIFICATIONS.

13. DUST BARRIERS MUST BE INSTALLED WHEREVER NEW WORK IS ADJACENT TO OCCUPIED

AREAS. BARRIERS MUST BE SEALED TO INSURE NO DUST TRANSMISSION TO OCCUPIED SPACES.

14. COORDINATE LAYOUT, CLEARANCES, PENETRATIONS, BACKING & FASTENERS WITH WORK TO

FOLLOW.

15. HEATING, PLUMBING AND ELECTRICAL PLANS WHERE SHOWN DIAGRAMMATICALLY ARE

INTENDED TO INDICATE CAPACITY, SIZE, LOCATION & GENERAL ARRANGEMENTS. ALL

NECESSARY FEATURES OF RELATED CONSTRUCTION WILL BE REQUIRED AS IF SHOWN IN

DETAIL.

16. WHERE MECHANICAL & ELECTRICAL EQUIPMENT LOCATIONS CONFLICT ELECTRICAL, LIGHT

FIXTURE LOCATIONS SHALL TAKE PRECEDENCE.

17. PROVIDE SUFFICIENT STUD DEPTH TO CONCEAL MECHANICAL & ELECTRICAL WORK IN WALLS.

18. PROVIDE ALL NEW MATERIALS (U.N.O.) AND QUALIFIED CRAFT PERSONS TO COMPLETE THE

WORK.

19. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW

MINOR DETAILS OF PROPOSED INSTALLATIONS. THE INCLUSION OF THESE MINOR DETAILS IS

IMPLIED TO PROVIDE A COMPLETE PROJECT AND ARE TO BE INCLUDED AS A PART OF A BID.

20. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK.

21. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS &

SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES. BRING ALL

CONTRADICTIONS TO THE ATTENTION OF THE ARCHITECT.

22. CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND LEAVE PREMISES AND

SITE CLEAN.

23. THE CONTRACTOR SHALL PROVIDE ALL CEILING AND/OR WALL ACCESS PANELS/DOORS AS

REQUIRED BY THE AIR CONDITIONING, PLUMBING & ELECTRICAL SYSTEMS, PROVIDE APPROVED ASSEMBLIES W/ SELF-CLOSING DEVICES IN RATED CONSTRUCTION. (PAINT TO MATCH ADJACENT

WALL COLOR)

24. ELECTRICAL OUTLETS AND LIGHTING ARE ONLY SHOWN ON ARCHITECTURAL "A" SHEETS WHERE

PLACEMENT OF SUCH IS CRITICAL TO PARTICULAR AESTHETICS. SEE ELECTRICAL DRAWINGS

FOR ALL ELECTRICAL AND DATA FEATURES.

DRAWING SET NOTE: THESE DRAWINGS ARE TO BE UTILIZED AS A COMPLETE SET FOR BIDDING &

CONSTRUCTION. INDIVIDUAL SECTIONS OF DRAWINGS SHOULD NOT BE SEPARATED FROM THE

ENTIRE SET. IMPORTANT NOTES FOR ONE AREA OF WORK MAY BE INCLUDED IN OTHER AREAS IN

THE DRAWINGS. ALL CONTRACTORS & SUPPLIERS MUST REVIEW ENTIRE DRAWING SET &

SPECIFICATIONS.

GENERAL NOTES: GENERAL WALL NOTES

1. WALL TYPE CONSTRUCTION IS CONTINUOUS FROM SLAB TO ROOF FRAMING ABOVE

UNLESS INDICATED OTHERWISE.

2. IF A WALL TYPE IS NOT INDICATED, PROVIDE WALL TYPE OF MOST SIMILAR CONDITION -

VERIFY WITH ARCHITECT.

3. IN CASES OF CONFLICT BETWEEN SECTIONS AND WALL TYPES, CLARIFY WITH ARCHITECT

PRIOR TO BIDDING WHEN TIME ALLOWS, OTHERWISE ASSUME THE MOST EXPENSIVE

CONDITION FOR BIDDING PURPOSES.

4. STRUCTURAL NOTES, SPECIFICATIONS, STUD GAUGE NOTATIONS ETC. TAKE

PRECEDENCE OVER ARCHITECTURAL WALL TYPES.

5. FOR LIGHT GAUGE (NON-STRUCTURAL) METAL FRAMING, PROVIDE MIN. 22 GAUGE STUDS

UNLESS THE CONTRACTOR CAN PROVIDE MANUFACTURER'S DATA SUPPORTING LIGHTER

GAUGE STUDS BASED ON HEIGHT AND FINISH MATERIALS.

6. ALL VOIDS IN EXTERIOR WALLS - INCLUDING IN NON-VISIBLE LOCATIONS - TO BE FILLED

TIGHT WITH INSULATION. SMALL CRACKS & VOIDS TO BE CAULKED OR SPRAY-FOAMED

FOR TIGHT SEAL.

7. ALL EXTERIOR WALLS TO RECEIVE VAPOR BARRIER UNDER INTERIOR FINISH. ALL SEAMS

OF VAPOR BARRIER MUST BE TAPED/SEALED TIGHT AND ALL JOINTS MUST BE TAPED/

SEALED TIGHT WITH MATERIALS AND METHODS APPROVED BY VAPOR BARRIER MFR.

8. TYPE "X" GYPSUM WALL BOARD SPECIFIED THROUGHOUT. PROVIDE WATER-RESISTANT

TYPE "X" GYPSUM BOARD ON ENTIRE WALL WHERE PLUMBING FIXTURES OCCUR.

PROVIDE TILE BACKER BOARD TYPE "X" ON ALL WALLS WITH TILE.

9. WALLS INDICATED WITH ACOUSTICAL INSULATION TO MEET AN STC RATING OF 48 OR

MORE, UNLESS OTHERWISE INDICATED.

10. PROVIDE SOUND ATTENUATION INSULATION ON TOP OF ACT WHERE WALLS TERMINATE

AT CEILING OR 6" ABOVE CEILING. EXTEND 5 FEET TO BOTH SIDES OF WALL. HOLD

INSULATION 7" AWAY FROM LIGHT FIXTURES.

11. PROVIDE BACKER ROD & CAULKING JOINT AT ABUTMENT OF ALL DISSIMILAR MATERIALS.

12. PROVIDE STEEL "J" EDGE METAL AND 1/4" CAULK JOINT AT PERIMETER OF ALL GYPSUM

BOARD WALLS WHERE ABUTTING DIFFERENT MATERIALS.

13. PROVIDE CORNER BEADS AT ALL EXTERNAL GYPSUM BOARD CORNERS.

14. PENETRATIONS OF FIRE-RESISTIVE WALLS, HORIZONTAL ASSEMBLIES SHALL BE

PROTECTED AS REQUIRED IN IBC SECTION 714.

15. PROVIDE FIRE, SMOKE AND CEILING RADIATION DAMPERS AT DUCT PENETRATIONS AND

AIR TRANSFER OPENINGS IN FIRE RATED ASSEMBLIES PER IBC SECTION 717.

SCALE

BUILDING SECTIONS

WALL SECTIONS

EXTERIOR ELEVATION

DETAIL CALLOUT

INTERIOR ELEVATION

DOOR NUMBER

WINDOW TYPE

ROOM NAME, NUMBER, AND

AREA

GRID LINES:

LETTERS LEFT TO RIGHT

NUMBERS TOP TO BOTTOM

WALL TYPE

ELEVATION TAG, FLOOR = 100' - 0"

REFERENCE SYMBOLS:

DRAWING TITLE

STOREFRONT/CURTAINWALL

CALLOUT

TEXT INDICATES STOREFRONT

SYSTEM:

iSF = INTERIOR STOREFRONT

SF = EXTERIOR STOREFRONT

CW = CURTAINWALL

FIRE EXTINGUISHER, SEE CODE

PLANS

SHEET

NUMBER

DRAWING

NUMBER

SHEET

NUMBER

DRAWING

NUMBER

SHEET NUMBER

DRAWING

NUMBER

SHEET NUMBER

DRAWING

NUMBER

SHEET NUMBER

DRAWING NUMBER

FE

WITH CABINET

WALL-HUNG, NO

CABINET

ROOF TYPE

-SEE ELEVATIONS FOR HEIGHTS

"SIM" INDICATES SIMILAR

CONDITION; SEE NOTES

FLOOR TYPE

A7-14

A3-8

A5-2

VIEW NAME

1/8" = 1'-0"

A

Room name

A

101A

A1-1

A1-1

FA1

Name

Elevation

RA1

SIM

cw1 i1

FE

e2s

WALL TYPE

WALL HEIGHT

WALL STUD & FINISH HEIGHT

c GWB TO 6" ABOVE CEILING; FRAME

OR BRACE TO STRUCTURE

p PARTIAL HEIGHT s TO STRUCTURE x SHAFT - CONTINUOUS THROUGH

FLOOR ASSEMBLIES

WALL TYPE TAG

5/8" GYPSUM BOARD

TYPE X

2X4 WD STUDS @ 16"

O.C.

(2) 5/8" GYPSUM

BOARD TYPE X

3 1/2" ACOUSTICAL

BATT INSULATION

5/8" GYPSUM BOARD

TYPE X

2X6 WD STUDS @

16" OC

(2) 5/8" GYPSUM

BOARD TYPE X

2X6 WD STUDS @

16" OC

1/2" MIN. PLYWD

SHEATHING - SEE

STRUCTURAL DWGS

NOTE: SEE ELEVATIONS AND FINISH SCHEDULES FOR

WALL FINISHES, TYPICAL ALL WALL TYPES

5/8" GYPSUM

BOARD TYPE X

(2) 5/8" GYPSUM

BOARD TYPE X

5 1/2" ACOUSTICAL

BATT INSULATION

5/8" GYPSUM

BOARD TYPE X

2X4 WD STUDS

@ 16" O.C.

INTERIOR WALL TYPES

INTERIOR PARTITION INTERIOR PARTITION

INTERIOR SHEAR WALL INTERIOR FURRED PARTITION

5 1/2" ACOUSTICAL

BATT INSULATION

NON-RATED SOUND WALL NON-RATED SOUND WALL

NON-RATED SOUND WALL, LOAD-BEARING NON-RATED

5/8" GYPSUM

BOARD TYPE X

WD STUDS @ 16" O.C.:

• 2X4 @ i3

• 2X6 @ i4

5/8" GYPSUM

BOARD TYPE X

INTERIOR PARTITION

NON-RATED

i1 i2 i6 i9 i3 i4

2X4 WD STUDS @

16" OC

1/2" MIN. PLYWD

SHEATHING WHERE

OCCURS - SEE

STRUCTURAL DWGS

5/8" GYPSUM

BOARD TYPE X

(2) 5/8" GYPSUM

BOARD TYPE X

INTERIOR SHEAR WALL

3 1/2" ACOUSTICAL

BATT INSULATION

NON-RATED SOUND WALL, LOAD-BEARING

i5

2X6 WD STUDS @

16" OC

1/2" MIN. PLYWD

SHEATHING - SEE

STRUCTURAL DWGS

5/8" GYPSUM

BOARD TYPE X

5/8" GYPSUM

BOARD TYPE X

INTERIOR SHEAR WALL

NON-RATED, LOAD-BEARING

i7

2X6 WD STUDS @

16" OC

1/2" MIN. PLYWD

SHEATHING - SEE

STRUCTURAL DWGS

1x4 VERT. SHIPLAP

WD BOARDS - SEE

FINISH SCHEDULE

5/8" GYPSUM

BOARD TYPE X

INTERIOR SHEAR WALL

NON-RATED, LOAD-BEARING (EXC. @ i8c) i8

5/8" GYPSUM

BOARD TYPE X

e1

NOTE: SEE STRUCTURAL FOR ADDITIONAL

INFORMATION FOR ALL WALL TYPESEXTERIOR WALL TYPES

EXTERIOR WALL - NON RATED

e2

EXTERIOR WALL - NON-RATED

INTERIOR EXTERIOR

WOOD SHIPLAP SIDING / WD STUDS

INTERIOR EXTERIOR

METAL SIDING PER ELEVS

VAPOR BARRIER

2X6 WOOD STUDS @ 16" OC

SHEATHING PER STRUCTURAL

WEATHER RESISTIVE

BARRIER - TAPE ALL SEAMS

5/8" GYP. BD.

1" (R-3.8 MIN.) WATER RESISTANT

RIGID INSUL - TAPE ALL JOINTS

FIRE BLOCKING - MAX.

SPACING 10'-0"

R-21 BATT INSULATION

METAL SIDING / WD STUDS

VERTICAL, BLIND-NAILED T&G

WOOD SIDING PER ELEVATIONS.

VAPOR BARRIER

2X6 WOOD STUDS @ 16" OC

SHEATHING PER

STRUCTURAL

WEATHER RESISTIVE BARRIER -

TAPE ALL SEAMS

5/8" GYP. BD.

1" (R-3.8 MIN.) WATER RESISTANT

RIGID INSULATION - TAPE ALL JOINTS

FIRE BLOCKING - MAX.

SPACING 10'-0"

R-21 BATT INSULATION

1 1/4" x4 MIN. HORIZ CEDAR FURRING

STRIPS @ 24" OC. ATTACH @ 16" OC

TO STUDS (OR SOLID BLOCKING) W/

1.5" MIN PENETRATION. SLOPE TOP

EDGE

VERTICAL SUBGIRT @ EA STUD

HORIZONTAL SUBGIRT @ 24" OC

ROOF/CEILING ASSEMBLY

ROOF ASSEMBLY

RA1

MIN. R-49 CLOSED-CELL SPRAY

POLYURETHANE INSULATION.

I-JOISTS PER

STRUCTURAL

8 MIL REINFORCED

POLYETHYLENE VAPOR

BARRIER

PREFINISHED, CONCEALED

FASTENER STANDING SEAM

METAL ROOFING SYSTEM

FINISHED CEILING - SEE

REFLECTED CEILING PLAN

FOR TYPE & HEIGHT

ROOF SHEATHING

PER STRUCTURAL

ROOFING UNDERLAYMENT:

• ICE AND WATER SHIELD AT EAVE

EDGES TO 36" INSIDE EXTERIOR

WALL LINE.

• ICE AND WATER SHIELD FOR 60"

EACH SIDE OF VALLEY

• COATED WOVEN SYNTHETIC

UNDERLAYMENT AT BALANCE OF

ROOF

CONTINUOUS 5/8" TYPE X GWB (FIRE

TAPED) ATTACHED TO UNDERSIDE OF

ROOF FRAMING

ENKAMAT 7020

VENTILATION MAT

MEN

5/8" MIN. - 2" MAX. HEIGHT

1/32" RAISED CHARACTERS

UPPERCASE, SANS SERIF

PICTOGRAMS

6"

BRAILLE CHARACTERS

6"

3"

WOMEN

6"

6"

3"

PICTOGRAMS

BRAILLE CHARACTERS

A

B

MEN'S HC

RESTROOM

WOMEN'S HC

RESTROOM

5/8" MIN. - 2" MAX. HEIGHT

1/32" RAISED CHARACTERS

UPPER-CASE, SANS SERIF

PROVIDE SIGN AT EACH ROOM ENTRY DOOR

AS NOTED AND EACH EXIT AS FOLLOWS:

SIGNAGE NOTES:

1. SEE SPECIFICATIONS FOR SPECIFIC SIGNAGE DETAILS,

DIMENSIONS, FONT, COLORS, MATERIALS, ETC.

2. ALL SIGNAGE INDICATED BELOW SHALL COMPLY WITH ICC

A117.1.

ROOM SIGNAGE

UNISEX

6"

6"

3"

PICTOGRAMS

BRAILLE CHARACTERS

C

UNISEX HC

RESTROOM

5/8" MIN. - 2" MAX. HEIGHT

1/32" RAISED CHARACTERS

UPPERCASE, SANS SERIF

ROOM SIGN PANEL TO BE POSTED ADJACENT TO THE LATCH SIDE OF

THE DOOR, 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTERLINE

OF THE SIGN. 18" X 18" CLEAR FLOOR SPACE CENTERED ON TACTILE

CHARACTERS SHALL BE PROVIDED

EXIT

1" TALL, 1/32" RAISED

CHARACTERS, UPPER-

CASE, SAN SERIF

6"

1/

2"

BRAILLE

CHARACTERS

E

EXIT

ROOM NAME

3/4" TALL, 1/32" RAISED

CHARACTERS, UPPER-CASE,

SAN SERIF. VERIFY ROOM

NAMES WITH ARCHITECT

BEFORE PRODUCTION.

6"

1/

2"

BRAILLE CHARACTERS

D

ALL OTHER

ROOMS

G

FIRE ALARM

CONTROL

PANEL

FIRE ALARM

CONTROL PANEL

INSIDE

6"

1/

2"

1/

2"

NOTICE

FOR YOUR SAFETY

OCCUPANCY

IS LIMITED TO

PERSONS

BY ORDER OF THE CODE

OFFICIAL

Keep Posted Under Penalty Of Law

5/8" TALL

CHARACTERS

3/8" TALL

CHARACTERS

5/8" TALL

CHARACTERS

3/8" TALL

CHARACTERS

5/8" TALL

CHARACTERS

3/8" TALL

CHARACTERS

1/4" TALL

CHARACTERS

F

ASSEMBLY

ROOM

1" TALL

CHARACTERS,

WHITE ON RED

BACKGROUND

3.

EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY HAVING AN

OCCUPANT LOAD OF 50 OR MORE SHALL HAVE THE OCCUPANT LOAD OF THE

ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT.

NOT USED

NOT USED

NOT USED

SUSPENDED CEILING

ACOUSTIC INSULATION

WHERE OCCURS - SEE WALL

TYPE

PROVIDE SEALANT @ BASE OF

ALL WALLS W/ ACOUSTIC

INSUL.

WALL TYPE PER PLANS

2" X 2" X 1/8" ANGLE BRACING

(SHOWN) OR 3 1/2" 25 GA MTL STUD

BRACING TO STRUCTURE @ MAX

8'-0" OC, ALTERNATING SIDES.

STRUCTURE

45° MAX

6"

ATTACH TO STRUCTURE W/

3/8"Ø EXPANSION ANCHORS

@ CONCRETE OR 3/8"Ø X 3"

LAG BOLTS @ WOOD

2 NO. 12 SCREWS

PARTITION WALL BRACING

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-03 Southwestern

Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

317 Cruse Avenue Suite 201 Helena, Montana 59601 406.449.2013

SHEET OF 20

3/

/2

9:

:3

A

M C

:\U se rs \M ar kR

\D oc um en ts \G re en

B as e W or k

C en te r_ r2 4_ m ro yl an ce .rv t

A002 mgr mgr jrd

6260855010602

GENERAL INFORMATION

& ASSEMBLY TYPES

GREEN BASE WORK

CENTER (PITTMAN VALLEY

HELIBASE) OFFICE

REPLACEMENT

1782 Co Rd 74, Williams, AZ 86046

CONSTRUCTION DOCUMENTS

WILLIAMS RANGER DISTRICT

KAIBAB NATIONAL

FOREST

3/20/2024

1. SEE CIVIL DRAWINGS FOR LIMIT OF WORK, SITE DEMOLITION, ALL SITE

HORIZONTAL CONTROLS, GRADING AND DRAINAGE, PARKING LOT &

DRIVE LAYOUT & DIMENSIONS, PAVING AND UTILITIES.

2. SEE LANDSCAPE DRAWINGS FOR ALL PLANTING, IRRIGATION, SITE

FURNITURE AND PAVING SCORING LAYOUT.

3. SEE MECHANICAL DRAWINGS FOR ALL SITE MECHANICAL.

4. SEE PLUMBING DRAWINGS FOR ALL SITE PLUMBING.

5. SEE ELECTRICAL DRAWINGS FOR ALL SITE ELECTRICAL AND LIGHTING.

6. SEE TECHNOLOGY DRAWINGS FOR ALL SITE TECHNOLOGY.

7. DETERMINE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

DEMO, EXCAVATION OR PLANTING. MAINTAIN 10' MIN DISTANCE FROM

ALL TREES TO UTILITY LINES.

8. PROTECT ALL EXISTING ITEMS TO REMAIN. EXISTING ELEMENTS

DAMAGED DURING CONSTRUCTION TO BE REPAIRED OR REPLACED BY

CONTRACTOR AS DIRECTED BY THE ARCHITECT AT NO COST TO

OWNER.

9. PROTECT EXISTING TREES TO REMAIN WITH TEMPORARY

CONSTRUCTION FENCE LOCATED 3 FEET OUTSIDE DRIP LINE.

10. SITE GRADING IS BASED ON FINISH FLOOR ELEVATION OF 100.00: IS

EQUAL TO SITE GRADE OF 6937.8 FEET

GENERAL SITE PLAN NOTESPROPERTY INFORMATION

1782 COUNTY RD 74,

WILLIAMS, AZ

GREEN BASE WORK CENTER (PITTMAN

VALLEY HELIBASE) IS LOCATED IN THE

KAIBAB NATIONAL FOREST, EAST OF

WILLIAMS, ARIZONA.

STREET ADDRESS:

SITE DESCRIPTION:

NEW CONSTRUCTION

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

NEW WORK

CENTER

NEW STORMWATER

RETENTION POND -

SEE CIVIL DRAWINGS

25' - 0" 100' - 0"

10' - 0"

5' - 0"

10' - 0"

(2) ADA SP.

(10) 10'W SPACES

(4) 10'W SPACES

20' - 0"

EXISTING GRAVEL

TURNAROUND

GRAVEL DRIVE

SERVICE

YARD

(8) 10'W SPACES

(8) 10'W SPACES

DS

DS

MECH EQUIP -SEE MEP

GRAVEL, TYP

ROUGH-IN FOR FUTURE

DUAL-PORT EV

CHARGING STATIONS

40' - 0"

165' - 0"

WOOD FENCE

7' - 6" 5' - 0"

6°

37' - 8" 10' - 0"

30' - 4" 6' - 0"

20' - 0"

18' - 2"

126' - 6"

ELECTRICAL

SERVICE - SEE ELEC.

NEW DRIP

FIELD

SS

PLANTING MULCH

CONC. WALK

LANDSCAPE

STONE 1 1/2"

RIVER ROCK

U.G. ROOF DRAIN PIPING

FROM DOWNSPOUTS

80' - 0"

80' - 0"

18' - 6" 6' - 6" 15' - 0" 12' - 6" 40' - 0" 34' - 0"

5' - 0" 9' - 0"

5' - 0" 84'- 0"

5' - 0" 9' - 0"

5' - 0"

LIGHT POLE, TYP -

SEE ELECTRICAL

15' - 8" 10' - 0"

15' - 0"

EMERG. GENERATOR

A101

6' - 0"

TRANSFORMER

DUMPSTER BY

OWNER

DUMPSTER

PAD

10' - 0"

12' - 0"

NEW WASTEWATER

TREATMENT SYSTEM

NEW WORK

CENTER

Existing Office

Exstg Shed

Exstg Pump House

Exstg Water Tank

Exstg Quarters

Exstg Quarters

Exstg Helipad

NEW DRIP FIELD

Exstg Ware-house

Exstg Secured Metal Storage

Exstg Propane Tank

Exstg Gravel Turnaround

GRAVEL DRIVE

NEW PAVED

PARKING AREA

NEW PAVED

PARKING AREA

Exstg Helipad

Exstg Paved Entry Drive

FUTURE REPLACEMENT

DRIP FIELD AREA

Existing Fence

NEW WASTEWATER

TREATMENT SYSTEM

1/

2" 6'

0"

2"

6'

1/

2"

1X4 WESTERN RED CEDAR 6'

CLEAR FENCE BOARDS @ 4"

O.C. (1/2" GAPS)

2X4 FENCE RAIL

2'

8" 2'

8"

CONCRETE FOOTING

10"

2'

6"

2'

0"

2X6 WESTERN RED CEDAR 6'

CLEAR FENCE BOARDS @ 4"

O.C. (1/2" GAPS)

MASTER-HALCO STEEL LINE POST

@ 8'-0" OC MAX. GALVANIZED 0.10

INCH A653 SS GRADE 50

STEEL POST - SEE ABOVE

MASTER-HALCO 3" X 3" STEEL

CORNER POST. GALVANIZED

0.12 INCH A653 SS GRADE 50

BUILDING SIDE

PLAN DETAIL

SECTION DETAIL

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-03 Southwestern

Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

317 Cruse Avenue Suite 201 Helena, Montana 59601 406.449.2013

SHEET OF 20

3/

/2

9:

:3

A

M C

:\U se rs \M ar kR

\D oc um en ts \G re en

B as e W or k

C en te r_ r2 4_ m ro yl an ce .rv t

A101 mgr mgr jrd

6260855010602

SITE PLAN

GREEN BASE WORK

CENTER (PITTMAN VALLEY

HELIBASE) OFFICE

REPLACEMENT

1782 Co Rd 74, Williams, AZ 86046

CONSTRUCTION DOCUMENTS

WILLIAMS RANGER DISTRICT

KAIBAB NATIONAL

FOREST

3/20/2024

N

1/16" = 1'-0"

PROJECT SITE PLAN

1" = 80'-0"

SITE PLAN - OVERALL

N

1" = 1'-0"

FENCE DETAILS

1. WALL DIMENSIONS ARE TYPICALLY TO FACE OF STUD OR FACE OF

CONCRETE UNLESS NOTED OTHERWISE.

2. DOOR OPENINGS ARE TO CENTERLINE OR EDGE OF OPENING (NOT

OUTSIDE OF FRAME). VERIFY ALL OPENINGS WITH ROUGH OPENING

REQUIREMENTS.

3. ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 4" TO THE

WALL FRAMING U.N.O.

4. SEE SHEET A-002 FOR WALL TYPES. ALL WALLS TO BE ASSUMED TO

RUN TO B.O. ROOF FRAMING U.N.O. IN AREAS WITH EXPOSED

STRUCTURE CONTINUE GYPSUM BOARD TO UNDERSIDE OF

STRUCTURE.

5. SEE DETAILS FOR RELATIONSHIP OF WALLS TO GRID LINES

GENERAL FLOOR PLAN NOTES

A201

A201

A A

C C

OPERATIONS

101BASE MGR

OPEN OFFICE

STOR.

DAY ROOM

CONTRACTOR

PILOTS

READY ROOM

WOMEN'S

COMM.

MECH

LAUNDRY

FITNESS

220 SF

MEN'S

A301

A301

36"x24"x72" locker, typ of 28

STORAGE

STORAGE

A301

A301

A301

A301

A801

A402

AV CAB.

6'x4' Whiteboard TV

6'x4' Whiteboard

6'x4' Whiteboard

A301

A301

6°

B B

A401

5' - 0 1/2"

10' - 0"

10' - 0"

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

109B 109A

115A

108A

100B

100A

111 110

114B

FECFEC

A80115

A801 9

101A

101B

25' - 4" 6' - 7"

31' - 11"

3/

4"

1/

2"

HALL

VESTIBULE

114A

A401

A402

103' - 8"

4' - 0" 60' - 5" 39' - 3"

0"

0"

D

D

E E

C

D

B AA

SF8

SF2

SF1

SF3

SF9

SF11

0"

6" 5' - 0 1/2" 14' - 9" 5' - 0 1/2"

A801

3'

0" 1'

0"

C

LR

C

LR

3'

1/

8" 3'

1/ 8"

1'

1/

8"

R .O

V

FY

R

.O

V

FY

5'

0" C

LR

3' - 8"

CLR

3' - 8"

CLR

3'

1"

3'

1"

1/

2"

1'

4" 3'

4"

1'

4"

6'

0"

5' - 0 1/2" 5' - 0 1/2" 9' - 8 1/2" 6' - 0" 6' - 5" 6' - 0 1/2"

3' - 0" 3' - 5"

9' - 0" 9' - 0"

20' - 10" 18' - 7" 5' - 0" 5' - 2 1/2"

26' - 7" 4' - 11" 6' - 2 1/2" 22' - 8 1/2" 10' - 1 1/2" 23' - 11 5/8"

3'

4" 5'

3/ 4"

5'

0"

A801

A801A801A801A801

20202020

11' - 7" 12' - 11" 4' - 8" 4' - 1" 3' - 3" 4' - 8" 16' - 0" 3' - 4" 2' - 8" 3' - 4" 15' - 2" 15' - 6" 2' - 8" 3' - 10"

A801A801A801A801 14141414

FACE OF ROOF ABOVE

1'

6"

A801 4

8'

6" 3'

2"

8'

3"

/4

6'

3/

4"

4'

/2

3' - 9 1/4" 2' - 8" 3' - 4" 5' - 4" 2' - 8" 5' - 4" 1 1/2" 30' - 8 1/2"

9' - 6 1/2"

5' - 11 3/4"

21' - 0 1/8" i2s i1s i6si6s i5s i5s i1s e1e i1 i1 i3c i4 i3

3' - 8"

CLR

SHOWER

CURTAIN &

ROD, TYP

3' - 8" i3c i4c i3c i7s i7s i8s i8c i8s i8c i9c i9c i1c i6s i3c i3c i3c i3c i3c i5s i1c i1s i4 i6s i6s

2' -1

1/

8"

2'-8 1/8"

6°

7' - 4" SF6

SF10

SF12

SF7

A503

A503

7'

1/

4" 3'

1/ 4"

1'

1/

2" 1'

3"

5'

1/

4"

8'

3/

4"

6'-0" X 8'-0"H

FRAMED

WALL

OPENING

2' - 4" i4c

REF

REF

DS

DS

Stacked W/DStacked W/D

4'-10 1/2" i3s

5' -2

8'

-0

2' -0

3'

-4

4' -1

7/

8"

DF

8' - 1 1/2" 5' - 6" R.O. 9' - 1"

5'

8"

A801

FACE

OF

ROOF

ABOVE

115B

W/D Exhaust & Access Space Per Mfr Reqts

F

Laundry Carts by Owner

HOSE BIBB

HOSE

BIBB

HOSE

BIBB

HOSE

BIBB

HOSE

BIBB

SF4

SF5

28' - 11 3/16"

A B

DD

D

D

D

D

D

D

D EE

D

D D

D

D

D

E

CLR

42"Lx24W"x18"H Accessible Bench

72"Lx12W"x18"H movable bench

108B e2e e1e e1e e2e e2e e2e e1e e1e e1e e1e e1e e1e e1e e1e e1e

A801 3 i4c

96°3" 6' - 1" 3"

INSULATED WALLS: ACOUSTIC BATTS AT

INTERIOR WALLS; THERMAL BATTS AT EXTERIOR

BEARING WALLS - SEE STRUCTURAL

WALL LEGEND

NON-BEARING, NON-INSULATED WALLS

e2s

WALL TYPE DESIGNATION - SEE A002 FOR

WALL TYPES

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-03 Southwestern

Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO.

317 Cruse Avenue Suite 201 Helena, Montana 59601 406.449.2013

SHEET OF 20

3/

/2

9:

:3

A

M C

:\U se rs \M ar kR

\D oc um en ts \G re en

B as e W or k

C en te r_ r2 4_ m ro yl an ce .rv t

A102 mgr mgr jrd

6260855010602

FLOOR PLAN

GREEN BASE WORK

CENTER (PITTMAN VALLEY

HELIBASE) OFFICE

REPLACEMENT

1782 Co Rd 74, Williams, AZ 86046

CONSTRUCTION DOCUMENTS

WILLIAMS RANGER DISTRICT

KAIBAB NATIONAL

FOREST

3/20/2024

1/4" = 1'-0"

LEVEL 1 FLOOR PLAN

N

U G

P

UGP

UGP

UG

P

UG

P

G

UGP SS

G

W

W

W W

W

W W

UGP UGP

UGP

UGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT

W

SS

SS

W S

W S

W

SWS

W S

W S

WS

G G

G G

SS

W W

W

W W

UGP

U G

P

U G

P

N O R T H

LEGEND

EXISTING UNDERGROUND POWER LINE

EXISTING SEWER SERVICE

EXISTING WATERLINE

EXISTING PROPANE LINE

EXISTING TELEPHONE LINE

EXISTING FENCING

NEW WATER SERVICE

NEW SEWER SERVICE

NEW UNDERGROUND POWER LINE

NEW PROPANE LINE

SURVEY CONTROL

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING GRAVEL

NEW CONCRETE

NEW ASPHALT

NEW GRAVEL

G

UGP

W

SS

WS WS WS

SS SS SS

UGP

EXISTING

HELIPADS

EXISTING WORK CENTER

BUILDING TO BE DEMOLISHED

SEE SHEET C101 FOR

ENLARGED GRADING PLAN

CP21 CP18

CP5

CONSTRUCTION NOTES

1. COMPACT ALL SUBGRADE, FILL, AND BASE COURSE TO 95% OF MAXIMUM DRY DENSITY BELOW ALL NEW SIDEWALKS, CURB AND GUTTER, ASPHALT PAVING, AND CONCRETE.

2. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AS WELL AS SUBMITTING THE SWPPP TO THE ARIZONA DEQ. ASSOCIATED FEES WILL BE PAID FOR BY THE CONTRACTOR.

3. THE EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER.

THE CONTRACTOR SHALL DETERMINE THE LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. LOCATES OF UNDERGROUND UTILITIES SHALL BE MADE USING THE "ONE CALL" SYSTEM AND THROUGH PRIVATE LOCATING SERVICES IF NECESSARY.

4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF THE SITE IS FOUND TO BE DIFFERENT THAN THE CONSTRUCTION PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE DISCREPANCY.

5. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, PAVEMENT, ETC. THAT IS NOT SCHEDULED FOR DEMOLITION. ANY DAMAGE TO

THE SITE FEATURES SHALL BE REPAIRED AT NO COST TO THE OWNER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING TRACKING OF SOIL AND DEBRIS ONTO ADJACENT PROPERTIES AND

ROADWAYS. CLEAN UP OF TRACKING DEBRIS MUST BE PERFORMED BY THE END OF EACH DAY.

7. SEE SHEET C102 FOR UTILITIES PLAN.

8. EXISTING DRAINFIELD AND SEPTIC TANK ABANDONMENT REQUIREMENTS:

· REMOVE ALL SEWAGE FROM THE FACILITY AND DISPOSE OF THE SEWAGE IN A LAWFUL MANNER;

· DISCONNECT AND REMOVE ELECTRICAL AND MECHANICAL COMPONENTS;

· REMOVE OR COLLAPSE THE TOP OF THE SEPTIC TANK.

a. PUNCH A HOLE IN THE BOTTOM OF THE TANK IF THE BOTTOM IS BELOW THE SEASONAL HIGH GROUNDWATER TABLE. SEASONAL HIGH GROUNDWATER IS APPROXIMATELY 32-INCHES BELOW THE

GROUND SURFACE;

b. FILL THE TANK STRUCTURE OR ANY CAVITY RESULTING FROM ITS REMOVAL WITH EARTH, SAND, GRAVEL, CONCRETE, OR OTHER APPROVED MATERIAL; AND

c. REGRADE THE SURFACE TO PROVIDE DRAINAGE AWAY FROM THE CLOSED AREA;

· CUT AND PLUG BOTH ENDS OF THE ABANDONED SEWER DRAIN PIPE BETWEEN THE BUILDING AND THE ONSITE

WASTEWATER TREATMENT NOT MORE THAN 5 FEET OUTSIDE THE BUILDING FOUNDATION.

9. ELECTRONIC CADD FILES WILL BE PROVIDED TO THE CONTRACTOR FOR CONSTRUCTION STAKING PURPOSES.

10. THE NATIVE SOILS ARE EXPANSIVE WITH AN INCREASE IN MOISTURE CONTENT. FOLLOW RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY WESTERN TECHNOLOGIES FOR ALL EARTHWORK, INCLUDING EXCAVATION, EMBANKMENT, SUBGRADE PREP AND

BACKFILL.

ENGINEER FURNISHED CONTROL

POINT # NORTHING EASTING ELEVATION

CP5 1,555,698.9431 656,114.7951 6935.090

CP18 1,556,103.5676 657,733.1949 6937.221

CP21 1,556,102.9559 657,633.3643 6935.959

C O

R O

AD

EXISTING PUMP

HOUSE

EXISTING

WAREHOUSE

EXISTING SECURED

METAL STORAGE

EXISTING

WATER TANK

EXISTING

PROPANE TANKS

EXISTING

HOUSING

QUARTERS

EXISTING

CONTOURS

EXISTING GRAVEL

TURNAROUND

NEW GRAVEL DRIVE

NEW PARKING AREA

NEW PARKING

AREA

NEW WATER

SERVICE

741 LF OF SWALE

S = 0.21%

NEW STORMWATER

RETENTION POND

NEW GREEN BASE

WORK CENTER

OFFICE

FUTURE REPLACEMENT

DRIP FIELD AREA

G

EL = 6935.84

EL = 6934.45

EL = 6936

NEW PROPANE

GAS SERVICE

EXISTING SEPTIC TANK AND

DRAIN FIELD TO BE

ABANDONED PER ADEQ

REQUIREMENTS, SEE NOTE 8

UGT

WASTEWATER

TREATMENT SYSTEM

AND DRIP FIELD, SEE

SHEET C103

RETENTION POND .

RELIEF SWALE

(1" = 60' ON 24x36 SHEET)

NATURAL

DRAINAGE

PATH

EXTEND CHAIN LINK MESH

FABRIC TO DITCH GRADE

TO PREVENT GAP

EXISTING BURIED POWER,

SEE ELECTRICAL SITE PLAN

EXISTING SEPTIC

TANK AND DRAINFIELD

TO REMAIN

.8

7'16 1.

9.

212.82'

WASTEWATER SETBACKS

FEATURES REQUIRING SETBACKS

SETBACK FOR ONSITE WASTEWATER

TREATMENT FACILITY, INCLUDING

RESERVE AREA (IN FEET)

BUILDING 10

PROPERTY LINE SHARED WITH ANY

ADJOINING LOT OR PARCEL NOT

SERVED BY A COMMON DRINKING

WATER SYSTEM OR EXISTING WATER

WELL

PUBLIC OR PRIVATE WATER SUPPLY

WELL 100

WATER MAIN OR BRANCH WATER LINE 10

DOMESTIC SERVICE WATER LINE 5

DRIVEWAY 5

APPROVED

Coconino County Community Development

Environmental Quality

By: Date:

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-03 Southwestern

Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO. SHEET OF 8

4/4 /20

:42 :22

A M

C:

\U se rs\

Ma rkR

\D oc um en ts\ Gr ee n B as e W or k C en ter

_r

_m ro yla nc e.r vt

JCL/JRS

JCL

JRS

6260855010602

GREEN BASE WORK

CENTER (PITTMAN VALLEY

HELIBASE) OFFICE

REPLACEMENT

1782 Co Rd 74, Williams, AZ 86046

CONSTRUCTION DOCUMENTS

WILLIAMS RANGER DISTRICT

KAIBAB NATIONAL

FOREST

3/20/2024

C100

OVERALL SITE PLAN

UGP

UGP

U G

P U

G P

U G

P

UGP

UG

P

UGP

W

W

G

G G

G

G

G

U G

P U

G P

UGP

U G

P

UG

P

UGP

SS

SS

SS

SS

W

W

W

W W W W W

W

W

W

W

W W

UGP UGP UGP UGP UGP

UGP

UGP

UGP

UGP

UGP

UGPUGT

UGT

UGT

UGT

UGT

UGT

UGT UGT UGT UGT

W

W S

W S

W S

W S

W S

W S

W S

W S

WSWSWSWS

W S

W S

W S

W S

W S

W S

W S

W

S WS WS

G G

G G

G G

GG

G G

G G

G G

SS SS SS

SD

W W W W W

W

W

W

W

W W

U G

P

UGP

UGP

UGP

U G

P U

G P

U G

P

UGP UGP

SD

FM

U G

P U

G P

U G

P U

G P

UGP

WS WS WS WS WS WS WS WS WS

W S

G G G G G

G

SD

SD

SD

SD

SD

SD

SD

SD

UGP

UGP

N O R T H

SAWCUT ASPHALT (TYP.) 8" SCH. 40 PVC

WYE IE = 6935.29

9.5 LF OF NEW 8" SCH. 40 PVC

ROOF DRAIN @ 3.07%

23.1 LF OF NEW 8"

SCH. 40 PVC

ROOF DRAIN @ 3.07%

3.0 LF OF NEW 8" SCH. 40

PVC ROOF DRAIN @ 2.25%

45° ~ 8" SCH. 40 PVC

BEND IE = 6935.93

28.5 LF OF NEW 8" SCH. 40

PVC ROOF DRAIN @ 2.25%

115.2 LF OF NEW 1 12"

HDPE WATER SERVICE

61.3 LF OF NEW 1 12" HDPE

WATER SERVICE

90° ~ 1 12" HDPE

BEND

99.5 LF OF NEW

1 12" HDPE WATER SERVICE

90° ~ 1 12" HDPE BEND

31.0 LF OF NEW

1 12" HDPE

WATER SERVICE

90° ~ 1 12"

HDPE BEND

SAWCUT ASPHALT

DRIP FIELD, SEE

SHEET C103

NEW UNDERGROUND

POWER, SEE

ELECTRICAL SITE PLANS

5.0 LF OF

NEW 1 12"

HDPE WATER

SERVICE

90° ~ 1 12" HDPE BEND

EMERGENCY

GENERATOR

NEW ELEC.

TRANSFORMER

CONSTRUCTION NOTES

1. PROPANE LINE SHALL HAVE A MINIMUM BURY DEPTH OF 36

INCHES.

2. ALL NEW WATERLINES SHALL HAVE A MINIMUM OF 48

INCHES OF BURY DEPTH AND ALL NEW SEWER LINES

SHALL HAVE A MINIMUM OF 36 INCHES OF BURY DEPTH TO

INVERT OF PIPE.

3. SEE DETAIL 5/C106 FOR THE STANDARD UTILITY TRENCH

FOR NEW WATER AND SEWER LINES.

4. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL

INFORMATION.

365 LF OF NEW 1 12" HDPE

PROPANE GAS SERVICE

FUTURE REPLACEMENT

DRIPFIELD AREA

CONNECT NEW

WATER SERVICE TO

EXISTING WATERLINE

CONNECT NEW

PROPANE SERVICE

TO EXISTING

PROPANE LINE

13.0' WIDE TRENCH, PATCH

ASPHALT AND BASE COURSE

TO MATCH EXISTING

15.0' WIDE TRENCH, PATCH

ASPHALT AND BASE COURSE

TO MATCH EXISTING

NEW LIGHT

POST (TYP.)

SEE SHEET C103 FOR

WASTEWATER SYSTEM

PLAN

WASTEWATER

TREATMENT SYSTEM,

SEE SHEET C103 AND

C104

LEGEND

EXISTING UNDERGROUND POWER LINE

EXISTING SEWER SERVICE

EXISTING WATERLINE

EXISTING PROPANE LINE

EXISTING TELEPHONE LINE

EXISTING FENCING

NEW WATER SERVICE

NEW SEWER SERVICE

NEW UNDERGROUND POWER LINE

NEW PROPANE LINE

SURVEY CONTROL

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING GRAVEL

NEW CONCRETE

NEW ASPHALT

NEW GRAVEL

G

UGP

W

SS

WS WS WS

SS SS SS

UGP

G

UGT

(1" = 20' ON 24x36 SHEET)

SHUT-OFF

VALVE W/ BOX

EXISTING

PROPANE

TANK

1 12" CURB STOP W/ BOX

5.0' (TYP.)

3.0' (TYP.)

2.0'

WIDE

TRENCH

16.0'

.5

SEE ROOF DRAIN DETAIL

ON THIS SHEET

ROOF DRAIN DETAIL

DOWNSPOUT .

CONNECTION

IE = 6936.00

DOWNSPOUT .

CONNECTION

IE = 6936.00

OUTFALL TO

STROMWATER POND

IE = 6935.00

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-03 Southwestern

Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO. SHEET OF 8

4/4 /20

:42 :22

A M

C:

\U se rs\

Ma rkR

\D oc um en ts\ Gr ee n B as e W or k C en ter

_r

_m ro yla nc e.r vt

JCL/JRS

JCL

JRS

6260855010602

GREEN BASE WORK

CENTER (PITTMAN VALLEY

HELIBASE) OFFICE

REPLACEMENT

1782 Co Rd 74, Williams, AZ 86046

CONSTRUCTION DOCUMENTS

WILLIAMS RANGER DISTRICT

KAIBAB NATIONAL

FOREST

3/20/2024

C102

UTILITIES PLAN

WS WS

G

SS SS SS SS SS SS

SD

SD

SD

FM FM

N O R T H

45.0 LF OF NEW 4" SCH. 40 PVC

SEWER SERVICE @ 2.00%

NEW 1" SCH. 40 PVC

SUPPLY LINE FORCE MAIN

SEWER SERVICE

INVERT ELEV. = 6932.85

FUTURE REPLACEMENT

DRIP FIELD AREA

NEW DRIP FIELD

RETURN LINE CONNECTION .

(TYP. OF 6)

NEW 1" SCH. 40 PVC

RETURN LINE FORCE MAIN

(1" = 10' ON 24x36 SHEET)

DRIP LINE SUPPLY LINE CONNECTION .

(TYP. OF 6)

NEW GREEN BASE

WORK CENTER OFFICE

IE = 6931.95

SEE SHEET C104 FOR

WASTEWATER SYSTEM DETAILS

24.0' 24.0'

0.

0'

0.

0'

2" I.D. ~ "GEOTUBE" DRIPLINE (TYP.)

41.25' 46.75'

"ORENCO

ADVANTEX"

TREATMENT

POD (TYP. OF 4)

6937 69

69366936

FRP

WASTEWATER

TANK

.8

TEST HOLE #2

TEST HOLE #1

TEST HOLE #3

.0

AIR/VACUUM RELIEF .

(2 EACH)

MANUAL HEADWORKS BOX .

WASTEWATER SYSTEM MATERIALS LIST

ITEM QUANTITY

FRP TANK (3 CHAMBERS - 11,680 GALLONS TOTAL) 1 EA

24" DIA. TANK RISERS W/ INSULATED LIDS 2 EA

30" DIA. TANK RISERS W/ INSULATED LIDS 3 EA

RECIRCULATING VALVE 1 EA

RECIRCULATION PUMPS 2 EA

EFFLUENT DISCHARGE PUMPS 2 EA

FLOAT SYSTEMS FOR RECIRCULATION AND EFFLUENT PUMPS 2 EA

"ORENCO ADVANTEX AX20" FILTER PODS W/ INSULATED

COVERS 4 EA

VENTILATION FAN ASSEMBLY 1 EA

CONTROL PANEL 1 EA

EFFLUENT SPLITTER BASIN W/ INSULATED LID 1 EA

EFFLUENT UV BASIN W/ TWO UV DISINFECTION UNITS AND

INSULATED LID 1 EA

"GEOFLOW" HEADWORKS SYSTEM 1 EA

AIR/VACUUM RELIEF VALVES W/ INSULATED LIDS 2 EA

"GEOFLOW" DRIPLINE 1,200 LF

NOTE: CONTRACTOR TO CONFIRM MATERIALS LIST

PRIOR TO ORDERING AND CONSTRUCTION.

REVISION/ISSUE

NO. DATE

United States Department of Agriculture Forest Service

R-03 Southwestern

Region

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

DATE ARCHIVE NUMBER

DESIGNER DRAWING SHEET NO.

DRAWN

CHECKED

PROJECT NO. SHEET OF 8

4/4 /20

:42 :22

A M

C:

\U se rs\

Ma rkR

\D oc um en ts\ Gr ee n B as e W or k C en ter

_r

_m ro yla nc e.r vt

JCL/JRS

JCL

JRS

6260855010602

GREEN BASE WORK

CENTER (PITTMAN VALLEY

HELIBASE) OFFICE

REPLACEMENT

1782 Co Rd 74, Williams, AZ 86046

CONSTRUCTION DOCUMENTS

WILLIAMS RANGER DISTRICT

KAIBAB NATIONAL

FOREST

3/20/2024

C103

WASTEWATER SYSTEM PLAN

1' X 1' X 18' CONCRETE .

DEADMEN (4 TOTAL)

3" FILTRATE RETURN .

LINE

SEPTIC

TANK

RETICULATION

TANK

DISCHARGE

TANK

DUPLEX DISCHARGE

PUMPING ASSEMBLY

IN 30" Ø RISER

.5

0'

37.04'

DESIGN NOTES:

(BASED ON RESIDENTIAL STRENGTH EFFLUENT)

EXPECTED FLOWS

QMAX. ≤ 2,000 gpd

EXPECTED INFLUENT QUALITY

GREASE AND OIL: 20 mg/L BOD: 150 mg/L TSS: 40 mg/L TN: 65 mg/L

TYPICAL EFFLUENT QUALITY

BOD: 7 mg/L TSS: 3 mg/L TN: 15 mg/L

SUPPLY LINE

TO DRIP FIELD

RETURN LINE

FROM DRIP FIELD

FROM NEW

GREEN BASE

WORK CENTER

1.00'

(TYP.)

7.

AIR/VACUUM RELIEF .

(SUPPLY LINE)

WASTEWATER TREATMENT SYSTEM - PLAN VIEW

WASTEWATER TREATMENT SYSTEM - PROFILE VIEW

37.04'

16.75"

(TYP.)

5.23' 8.38'

17.50"

9.83' 6.98'

Ø 7.67' Ø 8.00'

GUID…