Construction_Plans.pdf

PDF 15 MB Posted Dec 13, 2021

Attached to: OAK GROVE BUNKHOUSE RENOVATIONS
Solicitation number: 140L6422R0002
Issued by: Department of the Interior Bureau of Land Management Arizona Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a request for proposal for bunkhouse renovations on behalf of the Bureau of Land Management Arizona State Office. The solicitation seeks proposals to support renovations at the Oak Grove Bunkhouse-Administrative Station/Bunkhouse located in Arizona. This is a small business set-aside reserved for offerors classified as small businesses under NAICS code 237990 with an annual revenue of less than $39.5 million. Proposals are due in response to solicitation number 140L6422R0002. The selected contractor will be required to complete renovations of the existing bunkhouse and administrative facilities to support operations of the Bureau of Land Management in Arizona.

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Other files

File	Type	Posted
Sol_140L6422R0002_Amd_0002.pdf	PDF	Jan 13, 2022
Geotechnical_Engineering_Report_0002.pdf	PDF	Jan 13, 2022
Project_Specifications_0001.pdf	PDF	Dec 27, 2021
Sol_140L6422R0002_Amd_0001.pdf	PDF	Dec 27, 2021
Pricing_Worksheet.xlsx	XLSX spreadsheet	Dec 13, 2021
DOL_Wage_Determination.pdf	PDF	Dec 13, 2021
Sol_140L6422R0002.pdf	PDF	Dec 13, 2021
Past_Performance_Questionnaire.doc	DOC document	Dec 13, 2021

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ABV above ACC accessories AFF above finished floor ALT alternate AL aluminum APC acoustical panel ceiling ARCH architect (ural) ASPH asphalt A/C air conditioning

BCS baby changing station BD board BLDG building BLKG blocking BO bottom of BRG bearing

CBU cemetitious backer unit CG corner guard CJ control joint CLG ceiling CLR clear (ance) CMU concrete masonry unit COL column CONC concrete CONT continuous or continue CORR corridor CPT carpet (ed) CSMT casement CT ceramic tile CTR center CWOG center wall on grid

DBL double DEMO demolish / demolition DF drinking fountain DIM dimension (s) DIR direction DISP dispenser DN down DR door DS downspout DTL detail DWG drawing DWR drawer

E east EA each EC evaporative cooler EG etched glass/glazing EIFS exterior insul finish sys EJ expansion joint EL elevation ELEC electric (al) EM emergency EWC electric water cooler EWG end wall corner guard EQ equal EXG existing EXH exhaust EXP exposed EXT exterior

FBO furnished by owner (government) FD floor drain FDN foundation FE fire extinguisher FEC fire extinguisher cabinet FEP finished end panel FFE finished floor elevation FIN finish FLG flashing FLR floor (ing) FLUR fluorescent FO face of FRMG framing FRP fiber reinforced plastic FS floor sink FT foot (feet) FTG footing

GA gage, gauge GAL gallon GALV galvanized GB grab bar GC general contractor GL glass, glazing GWB gypsum wallboard GYP gypsum

HAS headed anchor stud HB hose bibb HCP handicap (ed) HDR header HDW hardware HM hollow metal HOR horizontal HSS hollow structural sections HT height HVAC heating /ventilation / air conditioning HWD hardwood

INCL include (d) (ing) INSUL insulate (d) (ing) INT interior INV invert

JST joist JT joint

L length, angle LAM laminate (d) LAV lavatory LB pound LF lineal foot LG laminated glass, glazing LIN linoleum LT light

MA match MAS masonry MATL material MAX maximum MB marker board MECH mechanic (al) MFR manufacture (r) (d) MH manhole MIN minimum MISC miscellaneous MLD molding, moulding MO masonry opening MT mount (ed) (ing) MTL metal

N north N/A not applicable NIC not in contract NOM nominal NTS not to scale NECY necessary

OC on center (s) OD outside diameter OFCI owner (government) furnished, contractor installed OFD overflow drain OFOI owner (government) furnished, owner (government) installed OH overhead OPG opening OPH opposite hand OPP opposite OSB oriented strand board OTS open to structure

PB particle board PERF perforate (d) PERIM perimeter PLAM plastic laminate PLT plate PNL panel PNT paint (ed) PR pair PROJ projector, projection PSF pounds per square foot PSI pounds per square inch PT pressure treated PTD paper towel dispenser

PTN partition PVC polyvinyl cholride PVMT pavement PWD plywood

QT quarry tile

R riser, radius RB rubber base REC recycling RCMD recommend (ed) (ations) RE reference REF refrigerator REIN reinforce (d) (ing) REQ required REV revision (s), revised RD roof drain RFG roofing RH robe hook RM room RO rough opening ROW right of way RR restroom RTU roof top unit RUB rubber

S south SAG susp acoustic grid SC shower curtain rod & hooks SCH schedule SD soap dispenser SHT sheet SHTG sheathing SIM similar SND sanitary napkin dispenser SNV sanitary napkin vendor SPEC specification SPKR speaker SQ square SS solid surface SST stainless steel STD standard STL steel STOR storage STR structural SUSP suspended

T tread TB towel bar TEL telephone T.O. top of TOC top of concrete TOS top of steel TOW top of wall TPD toilet paper dispenser TS tube steel TYP typical T&G tongue and groove

UNO unless noted otherwise

VB vapor barrier VCT vinyl composition tile VERT vertical VIF verify in field VM vending machine VNL vinyl sheet VTR vent through roof

W west, wide, width W/ with WB wood base WC watercloset WD wood WDW window WF wide flange WG wire glass W/O without WP waterproof (ing) WR waste receptacle WRB weather resistive barrier WWM welded wire mesh

9/ 4/

OAK GROVE ADMINISTRATIVE BUILDING

RENOVATION

GRAND CANYON-PARASHANT NATIONAL MONUMENT

ARIZONA STRIP FIELD OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

CONSTRUCTION PLANS

S E

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Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

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COVER SHEET

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ARCHITECTURAL

A071 DEMOLITION PLAN

A101 FLOOR PLAN

A151 REFLECTED CEILING PLAN

A421 INTERIOR ELEVATIONS

A501 DETAILS

CIVIL

CP001 EXISTING HYDRAULIC PROFILE

CP002 TANK DETAIL

ELECTRICAL

E000 ELECTRICAL COVER SHEET

E100 ENLARGED ELECTRICAL SITE PLAN

E111 LIGHTING PLAN - LEVEL 1

E211 POWER AND SYSTEMS PLAN - LEVEL 1

E401 ELECTRICAL ONE-LINE DIAGRAM

GENERAL

G001 COVER SHEET

G002 GENERAL INFORMATION

MECHANICAL

M000 MECHANICAL COVER SHEET

M111 MECHANICAL PLAN - LEVEL 1

M401 MECHANICAL DETAILS

M402 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M603 MECHANICAL SCHEDULES

PLUMBING

P000 PLUMBING COVER SHEET

P111 PLUMBING PLAN - LEVEL 1

P401 PLUMBING DETAILS

P402 PLUMBING DETAILS

P501 PLUMBING SCHEDULES

P502 PLUMBING SCHEDULES

P503 PLUMBING SCHEDULES

DRAWING INDEX ABBREVIATIONS

AREA REFERENCE MAP

VICINITY MAP

STRUCTURAL

S001 GENERAL NOTES

S002 PLAN AND DETAILS

S003 DETAILS

C001 EXISTING HYDRAULIC SCHEMATIC

C002 EXISTING CONDITIONS ADMINISTRATIVE BUILDING

C003 EXISTING CONDITIONS WATER STORAGE TANK

C004 EXISTING CONDITIONS WELL AREA

C100 REMOVALS ADMINISTRATIVE BUILDING

C101 REMOVALS WATER STORAGE TANK

C102 REMOVALS ACCESS ROAD

C200 PROPOSED UTILITY PLAN

C300 SITE PLAN ADMINISTRATIVE BUILDING

C301 SITE PLAN WATER STORAGE TANK

C302 SITE PLAN WELL AREA

R ev is io n Is su e

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SHORT ELLIOTT HENDRICKSON

SOIL

BASE COURSE, SUB-

BASE, GRAVEL,

CRUSHED ROCK

CONCRETE

BRICK MASONRY

CUT STONE, SAND,

MORTAR, PLASTER

CONCRETE MASONRY

UNITS

STONE, MARBLE,

SIMULATED,MARBLE,

TERRAZZO

STEEL

ALUMINUM (OMIT IN

THIN MATERIAL)

BRONZE, BRASS, COPPER

INSULATION BOARD

RIGID INSULATION

WOOD, FINISH

WOOD FRAMING THROUGH

MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

METAL LATH

PLYWOOD

GYPSUM BOARD

PARTICLE BOARD

GLASS BLOCK

GLASS

CARPET

CERAMIC TILE, QUARRY TILE,

OR RESILIENT FLOORING

(SHOWN PROFILE ONLY)

ASPHALTIC CONCRETE OR

A.C. PAVING

(SHOWN PROFILE ONLY)

BATT INSULATION

NEW CONSTRUCTION NON-RATED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.

DIMENSION TO FACE OF WALL OR PARTITION

DIMENSION TO CENTER OF WALL OR PARTITION

INTERNATIONAL SYMBOL: FIXTURE OR

SPACE DESIGNED ACCESSIBLE

CONCRETE MASONRY PARTITION

CONCRETE PARTITION

(FOW)

A101

SIM

A101

SIM

A101

SIM

A101

SIM

Ref#

ROOM

NAME

150 SF

LEVEL 1

100'-0"

XX.XX

XXXX

RFI #

EXTERIOR ELEVATION NUMBER

EXTERIOR ELEVATION SHEET

CALLOUT NUMBER

CALLOUT SHEET

REVISION CLOUD

REVISION NUMBER

INTERIOR ELEVATION SHEET

ROOM AREA

ROOM NUMBER

ROOM NAME

INTERIOR ELEVATION NUMBER

LEVEL NAME

ELEVATION

WINDOW TAG

DOOR TAG

WALL TAG

SPECIAL EQUIPMENT TAG

KEYNOTE TAG

FLOOR TAG

ROOF TAG

DETAIL NUMBER

DETAIL SHEET

BUILDING SECTION NUMBER

BUILDING SECTION SHEET

A101

SIM

WALL SECTION NUMBER

WALL SECTION SHEET

A101

SIM

1 PLAN KEYNOTE

D E

M O

NEW DOOR REPRESENTATION

NEW DOOR TAG

EXISTING DOOR REPRESENTATION

"EX" TEXT LABEL

DEMO DOOR REPRESENTATION

"DEMO" TEXT LABEL

WINDOW REPRESENTATION

WINDOW TAG

LOUVER REPRESENTATION

LOUVER TAG

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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GENERAL INFORMATION

G002

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MATERIAL SYMBOLS GENERAL NOTES

GENERAL SYMBOLSOPENING SYMBOLS

CALLOUT SYMBOLS

GENERAL NOTES - COVER

15. PROVIDE SET OF RECORD DRAWINGS TO THE GOVERNMENT.

DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE

ORDERS, ALTERATIONS, REROUTINGS, ETC.

16. SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING

CONSTRUCTION. PROVIDE PORTABLE GENERATORS, CABLES,

OUTLETS ETC., TO MAINTAIN CONTINUITY OF SERVICE PLACEMENT

OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT TO

GOVERNMENT APPROVAL.

17. COORDINATE CONSTRUCTION PHASING WITH THE GOVERNMENT.

TEMPORARY PARTITIONS, LOCATIONS & CONSTRUCTION DETAILS

IN PUBLIC SPACES SHALL BE SUBMITTED TO THE GOVERNMENT

FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

18. PATCH AND MATCH ALL NEW WORK W/ EXISTING WHERE NEW TO

EXISTING INTERFACE OCCURS.

19. RESTORE ALL REMOVED OR DAMAGED STRUCTURAL STEEL

CEMENTITIOUS FIRE PROOFING TO REQUIRED FIRE RESISTIVE

STANDARD.

20. SUBMIT SAMPLES OF ALL EXPOSED PRODUCTS, MATERIALS,

PAINTING SYSTEMS, ETC. FOR GOVERNMENT REVIEW, COLOR

SELECTION OR COLOR VERIFICATION PRIOR TO ORDERING ITEMS.

21. SEAL ALL DUCTS, LOUVERS, VENTS, OPENINGS AND CEILING

SPACES BETWEEN CONSTRUCTION AREA AND REMAINDER OF

SHELLED SPACES TO PREVENT DUST, DIRT, CONTAMINATION OR

DEBRIS FROM ENTERING.

22. DO NOT ALLOW DIRT, DEBRIS OR DISCARDED MATERIALS TO

ACCUMULATE ON SITE. REMOVE PROMPTLY EACH DAY.

23. VERIFY SERVICES TO BE ABANDONED, REMOVED OR CUT HAVE

BEEN PROPERLY AND SAFELY SHUT OFF, CAPPED OR SEALED.

24. KEEP NOISE AND VIBRATION PRODUCING ACTIVITIES AT A MINIMUM

WHEN WORKING WITHIN OR ON THE EXISTING BUILDING.

APPROPRIATE TIMES OF SUCH ACTIVITIES SHALL BE

COORDINATED WITH GOVERNMENT IN WRITING AT BEGINNING OF

PROJECT.

25. IN THE EVENT THAT NOISE AND VIBRATION PRODUCING ACTIVITIES

WILL OCCUR DURING TIMES OTHER THAN THOSE NOTED ABOVE,

OBTAIN PERMISSION FROM THE GOVERNMENT IN WRITING A

MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF ACTIVITIES.

26. KEEP UTILITY AND SERVICE OUTAGES TO A MINIMUM. MAKE

WRITTEN OUTAGE REQUESTS AT LEAST FIVE DAYS BEFORE DATE

OF PROPOSED OUTAGE. STATE IN THE REQUEST HOURS OF

OUTAGE. CONFIRM DATE 48 HOURS IN ADVANCE OF STARTING

DATE.

27. ASSIGN THE WORK OF MOVING, REMOVAL, CUTTING, PATCHING

AND REPAIR TO TRADES UNDER CONTRACTOR SUPERVISION TO

CAUSE THE LEAST DAMAGE TO EACH TYPE OF WORK

ENCOUNTERED.

28. PATCHING OF FINISH MATERIALS TO MECHANICS SKILLED IN THE

WORK OF THE FINISH TRADE INVOLVED.

29. PROTECT REMAINING FINISHES, EQUIPMENT AND ADJACENT WORK

FROM DAMAGE CAUSED BY CUTTING, MOVING AND REMOVAL AND

PATCHING OPERATIONS. PROTECT SURFACES WHICH WILL REMAIN

A PART OF THE FINISHED WORK.

30. PROTECT EXISTING AND NEW WORK FROM WEATHER DURING

CUTTING, MOVING, REMOVAL CONSTR. PROVIDE WEATHER

PROTECTION AND OTHER FACILITIES AND PROTECTION AS NEEDED

TO PREVENT DAMAGE TO NEW WORK AND TO REMAINING OLD

WORK.

31. PROVIDE ADEQUATE SUPPORT OR SUBSTRATE FOR PATCHING

FINISHES.

32. USE OF HAZARDOUS MATERIALS SHALL CONFORM WITH 29 CFR

1910.120 AND 1926.65 OF THE OSHA CODE.

33. REMOVAL OF HAZARDOUS WASTE SHALL COMPLY WITH CURRENT

FEDERAL, STATE AND LOCAL REGULATIONS, STANDARDS, LAWS

AND REQUIREMENTS.

GENERAL NOTES - COVER

1. THESE DRAWINGS ARE LEGAL INSTRUMENTS OF SERVICE FOR THE

USE OF THE GOVERNMENT AND ITS AUTHORIZED AGENTS AND

VENDORS ON THE DESIGNATED PROJECT ONLY.

2. GC RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION

CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER

WHICH THE WORK WILL BE PERFORMED.

3. CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD

VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS

OF THE VARIOUS FEATURES OF THE SITE AND COMPARE

DRAWINGS WITH THE EXISTING CONDITIONS. ANY DISCREPANCIES

AND/OR CONDITIONS NEEDING CLARIFICATION SHALL BE

REPORTED IN WRITING TO THE GOVERNMENT BEFORE STARTING

WORK.

4. ALL CONSTRUCTION, FABRICATION AND INSTALLATION SHALL

CONFORM TO THE LATEST LOCALLY ADOPTED EDITIONS OF THE

IBC, IPC, IMC, NEC, NFPA, OSHA AND ANY FEDERAL, STATE AND

LOCAL CODES, REGULATIONS, STANDARDS AND ORDINANCES OF

GOVERNING AGENCIES HAVING JURISDICTION. SUCH APPLICABLE

CODES, ETC. ARE THOSE WHICH ARE IN EFFECT AT THE TIME THE

PROJECT PERMIT APPLICATION IS RECORDED.

5. ALL TRADES ARE CONSIDERED SPECIALISTS IN THEIR RESPECTIVE

FIELD/TRADE AND SHALL, BEFORE SUBMISSION OF BID OR

PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR IN WRITING

OF ANY WORK ON THE DRAWINGS OR IN THE SPECIFICATIONS

WHICH CANNOT BE FULLY WARRANTED OR CONSTRUCTED AS

DETAILED OR SPECIFIED. THE CONTRACTOR WILL NOTIFY THE

GOVERNMENT OF SUCH CONDITIONS IN WRITING.

6. DUE TO REPRODUCTION PROCESSES, DRAWINGS MAY NOT BE

ACCURATE TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE

OVER SCALE SHOWN AND IN NO CASE SHALL WORKING

DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR

DETAILS.

7. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL

DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL

DRAWINGS. DISCREPANCIES BETWEEN THE VARIOUS DRAWINGS

SHALL BE REPORTED BY THE CONTRACTOR TO THE GOVERNMENT

IN WRITING.

8. BEFORE STARTING WORK, COORDINATE WITH THE GOVERNMENT'S

REPRESENTATIVE FOR INSTALLATION OF EQUIPMENT INDICATED

N.I.C. ON DRAWINGS. VERIFY EQUIPMENT LOCATIONS WITH THE

GOVERNMENT'S REPRESENTATIVE. VERIFY DIMENSIONS,

UTILITIES, ETC, WITH EQUIPMENT MANUFACTURERS ROUGH -- IN

DATA PRIOR TO FORMING THE SLAB.

9. PRODUCTS AND MANUFACTURED ITEMS SHALL BE PROVIDED AS

SPECIFIED. SUBSTITUTIONS WILL BE PERMITTED IN ACCORDANCE

WITH THE PROCEEDURES OUTLINED IN THE SPECIFICATIONS.

10. WHERE DETAILS ARE NOT SHOWN OR NOTED, GC IS TO PROVIDE A

WRITTEN REQUEST FOR INFORMATION TO CLARIFY SPECIFIC

DETAIL CONDITIONS.

11. ALL INDICATED EXISTING UTILITIES OR STRUCTURES ARE BASED

ON INFORMATION OF RECORD. TAKE PRECAUTIONARY MEASURES

TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN.

BE RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR

DUE TO FAILURE TO LOCATE AND PROTECT ALL CONCEALED

UTILITIES.

12. COMPLY WITH ALL JURISDICTIONAL AGENCY REQUIREMENTS AND

REGULATIONS. PERFORM ALL WORK ON THIS PROJECT IN

COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH

STANDARDS 29 CFR 1910 AND 1926 OF THE U.S. DEPARTMENT OF

LABOR AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY

GUIDELINES.

13. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER

MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND

INSTRUCTIONS. BE RESPONSIBLE TO PROVIDE MATERIALS AND

EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED.

14. PROVIDE PERMITS AND INSPECTIONS REQUIRED BY

JURISDICTIONAL AGENCIES.

R ev is io n Is su e

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D es cr ip tio n D at

10,000 GALLON TANK

ELEV = 5992.00'

CABIN

ELEV = 5923.79'

= 24'

DEPTH OF WELL

WELL

ELEVATIONS: BELOW GROUND SURFACE

SWL:8FT

PWL:UNKNOWN

PUMP SETTING:19FT

ELEV = 5965.90'

59205920 59155915

60056005

HGL =6030.00'

TANK OVERFLOW AND WILDLIFE POND

ELEV = 5940.00'

WILDLIFE POND

ELEV = 5920.00'

DRAIN AND CHECK VALVE

ELEV = 5950.00'

EXISTING HYDRAULIC PROFILE

CP001

BASIS OF DESIGN

DEPTH OF WELL (FEET)

STATIC WATER LEVEL (FEET)

PUMP SETTING (FEET)

WELL FLOW (GPM)

TOTAL DYNAMIC HEAD (FEET)

HORSEPOWER (Hp)

24.00' 8.00' 19.00'

0.75 64.00' 0.10

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Re vis io n

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De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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M A

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26'-8"

STRIKER PLATES

LIFTING LUGS AS NEEDED

LOCKABLE MANWAY

COVER PLATE

LOCKABLE MANWAY

COVER PLATE

Ø96"

2'-0" 22'-8"

TOP VIEW OF

THE MANWAY

TOP VIEW OF

THE MANWAY

2'-0"

5992'

5994'

6000'

5998.5'

6002'

Ø96"

2" 2"

EXTERNAL LADDER NOT

SHOWN FOR CLARITY

24"Ø TIGHT BOLT MANWAY WITH 1/8" THK. EPDM

GASKET MATERIAL

24"Ø MANWAY EXTENTION & COVER PLATE

WITH 1/8" THK. EPDM GASKET

2" FULL COUPLING

16" WIDE INTERNAL LADDER WITH 3/4" RUNGS

ON 12" SPACING

2" PVC INLET PIPE

2" OVERFLOW PIPE (INTERNAL)

FNPT FITTING WITH GOOSENECK VENT

(VENT CONNECTION)

2" THREADED COUPLING FOR CONNECTION

TO WATER SUPPLY LINE

2" FULL COUPLING (FOR LEVEL CONTROL CONNECTION

FROM WELL)

KEYNOTES

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Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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TANK DETAIL

CP002

10 2" THREADED COUPLING FOR CONNECTION TO

OVERFLOW LINE TO WILDLIFE POND

11 OUTSIDE LADDER WITH SAFETY CAGE

NOTES:

WATER STORAGE TANK IS TO BE DELEGATED DESIGNED AS SPECIFIED IN

SECTION 331620. FOUNDATION AND BEDDING FOR THE TANK SHALL BE

DESIGNED WITH THE FOLLOWING:

1. DRAINAGE PROVISIONS, (DRAIN TILE TO DAYLIGHT ON HILLSIDE BELOW), TO

ELIMINATE THE NEED FOR BUOYANCY TIE DOWNS.

2. A GRADATION AND MINIMUM THICKNESS OF IMPORTED BEDDING

MATERIALS.

3. A SOIL AND BEDDING DESIGN TO REDUCE OR ELIMINATE THE NEED FOR

CONCRETE FOUNDATION ELEMENTS EITHER CAST IN PLACE OR PRECAST.

12 4" PERFORATED DRAIN TILE TO DAYLIGHT ON

HILLSIDE BELOW

NORTHWEST END OF TANKSOUTHEAST END OF TANK

13 2" TO 1 1/4" HDPE ADAPTER

ELEV: 6001.01

ELEV: 5994.71

Existing Building

F.F. Elev. =

5923.79'

FIRE PIT

COVERED

PORCH

PROPANE

TANK

CLEANOUT

SEPTIC MH

YARD

HYDRANT AND

VALVES

WELL HEAD BM (2)

Elev. = 5965.90' @ TOP OF LID

CPT100

CPT102

SOLAR PANEL

WILDLIFE

OVERFLOW

GATE VALVE

17' FROM EDGE OF

ROAD ON NORTH SIDE

CHECK VALVE

(NOT VISIBLE)

CHECK VALVE

VALVE

GATE VALVE

18' FROM TANK

WILDLIFE POND

3,000 GALLON TANK

ELEV=5994.84

WELL

ELEV=5965.90

ADMINISTRATIVE BUILDING

ELEV=5923.79

CONTROL POINT 102

CONTROL POINT 100

BLM 1019

1 1/4"

WATERLINE

1 1/4"

WATERLINE

B L M

GATE VALVE

8' SOUTH OF ROAD NEAR T-POST

WILDLIFE POND

AND TANK OVERFLOW

CHECK VALVE

APPROXIMATELY 200 LF OF

EXPOSED PIPE TO BE BURIED

GATE VALVE

13' FROM TANK

BELOW ROW OF CINDER BLOCKS

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Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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O A

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ITE

D S

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M A

N A

EXISTING HYDRAULIC

SCHEMATIC

C001

NOTE:

SCHEMATIC LAYOUT DERIVED FROM SKETCHES PROVIDED

BY THE ARIZONA STRIP FIELD OFFICE AND INTERPRETATIONS

MADE FROM CURRENT USGS QUAD MAPPING.

AutoCAD SHX Text

AutoCAD SHX Text feet

AutoCAD SHX Text scale

AutoCAD SHX Text

CPT100

CPT102

1 1/4" HDPE WATERLINE

STORAGE TANK TO ADMINISTRATIVE BUILDING

GATE VALVE

SEPTIC MANHOLE

CLEANOUT

PROPANE TANK

EXISTING PHOTO VOLTAIC

COVERED PORCH WITH CONCRETE PATIO

FIRE PIT

GATE VALVE

FOR SHUT OFF

DRAIN VALVE

YARD HYDRANT

ADMINISTRATIVE

BUILDING

FF ELEV=5923.79

TREE, TYP.

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-0 4-

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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M A

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EXISTING CONDITIONS

ADMINISTRATIVE BUILDING

C002

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AutoCAD SHX Text scale

AutoCAD SHX Text

EXISTING 3,000 GALLON WATER

STORAGE TANK

GATE VALVE

18' FROM WATER STORAGE TANK

1 1/4" HDPE WATERLINE

STORAGE TANK TO WILDLIFE

POND AND TANK OUTFLOW

1 1/4" HDPE WATERLINE

STORAGE TANK TO ADMINISTRATIVE BUILDING

AREA IS DENSELY WOODED

GATE VALVE

13' FROM WATER STORAGE TANK

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Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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M A

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EXISTING CONDITIONS

WATER STORAGE TANK

C003

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AutoCAD SHX Text scale

AutoCAD SHX Text

2.5

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Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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EXISTING CONDITIONS

WELL AREA

C004

1 1/4" HDPE WATERLINE

WELL TO STORAGE TANK

CHECK VALVE

VALVE

36"Ø WELL HEAD

ELEV=5965.90

REMOVE EXISTING SOLAR PANEL

FENCE

10'X10'X6" CONCRETE PAD

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AutoCAD SHX Text scale

AutoCAD SHX Text

CPT100

CPT102

END REMOVAL OF GAS LINE

RELOCATE PROPANE TANK

BEGIN REMOVAL OF WATERLINE

51 LF

REMOVE (2) VALVES AND

YARD HYDRANT

REMOVE GATE VALVE

BEGIN REMOVAL

OF GAS LINE

46 LF

END REMOVAL OF WATERLINE

REMOVE EXISTING

PHOTO VOLTAIC

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Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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M A

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REMOVALS

ADMINISTRATION BUILDING

C100

REMOVE VALVES AND YARD HYDRANT

REMOVE GAS LINES AND

RELOCATE PROPANE TANK

REMOVE GAS LINE

REMOVE WATERLINE

REMOVE GAS LINE

REMOVE VALVE

AutoCAD SHX Text

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AutoCAD SHX Text scale

AutoCAD SHX Text

REMOVE 3,000 GALLON WATER STORAGE TANK

REMOVE WATERLINE

58 LF

REMOVE GATE VALVE

BEGIN REMOVAL OF WATERLINE

25 LF

REMOVE GATE VALVE

REMOVE CINDER BLOCKS

END REMOVAL OF WATERLINE

BEGIN REMOVAL

OF WATERLINE

25 LF

END REMOVAL OF WATERLINE

LIMITS OF REMOVALS OF TREES/ VEGETATION FOR

REMOVAL OF EXISTING STORAGE TANK AND

INSTALLATION OF NEW WATER STORAGE TANK

0.06 ACRES

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Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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REMOVALS

WATER STORAGE TANK

C101

REMOVE 3,000 GALLON

WATER STORAGE TANK

REMOVE AND REPLACE GATE AND

CHECK VALVES AT THIS LOCATION

REMOVE WATERLINE CONNECTED

WATER STORAGE TANK

NOTE:

SITE CLEARING AND MINOR GRADING FOR ACCESS TO AREAS OF IMPROVEMENT

SHALL NOT EXCEED WHAT IS PRACTICAL AND FEASIBLE FOR CONSTRUCTION OF

IMPROVEMENTS. CONTRACTOR AND GOVERNMENT SHALL DISCUSS MEANS AND

METHODS THAT WILL MINIMIZE DISTURBANCE TO NATURAL CONDITIONS DURING

PRE-CONSTRUCTION MEETING.

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AutoCAD SHX Text scale

AutoCAD SHX Text

W W

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Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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REMOVALS

ACCESS ROAD

C102

EXISTING 3,000 GALLON

WATER STORAGE TANK

LIMITS OF REMOVALS OF TREES/ VEGETATION FOR

PROPOSED ACCESS PATH TO WATER STORAGE TANK.

24' WIDE CLEAR WIDTH

0.19 ACRES

FOLLOW EXISTING ROAD SCAR

NOTE:

SITE CLEARING AND MINOR GRADING FOR ACCESS TO AREAS OF IMPROVEMENT

SHALL NOT EXCEED WHAT IS PRACTICAL AND FEASIBLE FOR CONSTRUCTION OF

IMPROVEMENTS. CONTRACTOR AND GOVERNMENT SHALL DISCUSS MEANS AND

METHODS THAT WILL MINIMIZE DISTURBANCE TO NATURAL CONDITIONS DURING

PRE-CONSTRUCTION MEETING.

AutoCAD SHX Text

AutoCAD SHX Text feet

AutoCAD SHX Text scale

AutoCAD SHX Text

Existing Building

F.F. Elev. =

5923.79'

FIRE PIT

COVERED

PORCH

PROPANE

TANK

CLEANOUT

SEPTIC MH

YARD

HYDRANT AND

VALVES

WELL HEAD BM (2)

Elev. = 5965.90' @ TOP OF LID

CPT100

CPT102

SOLAR PANEL

REMOVE

AND

REPLACE

VALVE

REMOVE AND REPLACE

CHECK VALVE

WILDLIFE

OVERFLOW

WILDLIFE POND

10,000 GALLON POTABLE

WATER STORAGE TANK

REFER TO SHEET C301

WELL

ELEV=5965.90

REFER TO SHEET C302

ADMINISTRATIVE BUILDING

ELEV=5923.79

REFER TO SHEET C300

CONTROL POINT 102

CONTROL POINT 100

BLM 1019

1 1/4"

WATERLINE

1 1/4"

WATERLINE

B L M

WILDLIFE POND

AND TANK OVERFLOW

REMOVE AND

REPLACE CHECK

AND GATE VALVES

REMOVE AND

REPLACE CHECK

AND GATE VALVES

APPROXIMATELY 200 LF OF

EXPOSED PIPE TO BE BURIED

INSTALL 1" SCH80 PVC CONDUIT

APPROX. 1900 LF

INSTALL 12"X18"X24" HAND

HOLE BOX @ 600' OR LESS

SPACING, TYP.

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Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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PROPOSED UTILITY PLAN

C200

NOTE:

SCHEMATIC LAYOUT DERIVED FROM SKETCHES PROVIDED

BY THE ARIZONA STRIP FIELD OFFICE AND INTERPRETATIONS

MADE FROM CURRENT USGS QUAD MAPPING.

AutoCAD SHX Text

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AutoCAD SHX Text scale

AutoCAD SHX Text

EXISTING 1 1/4" HDPE WATERLINE

POTABLE WATER STORAGE TANK TO

ADMINISTRATIVE BUILDING

INSTALL 1 1/4" GATE VALVE

EXISTING SEPTIC MANHOLE

EXISTING CLEANOUT

RELOCATED PROPANE TANK

COVERED PORCH WITH CONCRETE PATIO

FIRE PIT

CPT100

CPT102

6'X6' CONCRETE GENERATOR PAD

REFER TO MECHANICAL DRAWING

FOR GENERATOR INFORMATION

REPLACE 1 1/4"

HDPE WATERLINE

DENSELY WOODED AREA

INSTALL YARD HYDRANT

INSTALL 1 1/4" DRAIN VALVE

INSTALL

1 1/4"GATE VALVE

ADMINISTRATIVE BUILDING

FF ELEV=5923.79

INSTALL PHOTO VOLTAIC ARRAY

REFER TO ELECTRIAL SITE PLAN

GAS LINE STUB

FOR GAS GRILL

INSTALL 3/4" POLYETHYLENE GAS LINE

BOLLARDS AT CORNERS OF

GENERATOR PAD, TYP.

BOLLARDS AT CORNERS OF

PROPANE TANK, TYP.

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Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

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M A

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SITE PLAN

ADMINISTRATIVE BUILDING

C300

#4@12" EW T&B

(1)-#5 CONT

2" CLR.

TYP.

12"

LOCATE ANCHOR

BOLTS PER

MANUFACTURERS

BOLT PATTERN

12" COMPACTED STRUCTURAL FILL

GENERATOR PAD

BOLLARD

CROWN CONC. FILL FOR

POSITIVE DRAINAGE

#4 REBAR @ CENTER

6" SCH80 STEEL PIPE

CLEAN DRESS.

AND PAINT YELLOW

SLOPE S.O.G. AWAY 1/4" PER

FOOT FOR DRAINAGE

COAT PIPE BELOW GRADE

WITH ASPHALTIC EMULSION

CONCRETE

CONCRETE FILL

3'-6"

2'-6"

AutoCAD SHX Text

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AutoCAD SHX Text scale

AutoCAD SHX Text

INSTALL 10,000 GALLON

WATER STORAGE TANK

REFER TO SHEET P002

FOR TANK DETAILS

INSTALL GATE VALVE

INSTALL 25 LF 1 1/4" HDPE WATERLINE

INSTALL 25 LF 1 1/4" HDPE

RECONNECT 1 1/4" HDPE

WATERLINE FROM WELL TO

POTABLE WATER STORAGE TANK

DENSELY WOODED AREA

N=1870178.2457

E=750382.3075

N=1870181.8234

E=750389.4629

N=1870154.3914

E=750394.2347

N=1870157.9691

E=750401.3901

27 LF FROM CONNECTION TO

GATE VALVE

40 LF FROM GATE VALVE TO

WATER STORAGE TANK

EXISTING 1 1/4" HDPE WATERLINE FROM

POTABLE WATER STORAGE TANK TO

WILDLIFE POND AND TANK OUTFLOW

EXISTING 1 1/4" HDPE WATERLINE FROM

POTABLE WATER STORAGE TANK TO

ADMINISTRATIVE BUILDING

CONNECTION POINT

INSTALL GATE VALVE

NORMALLY CLOSED, TANK

DRAIN TO OVERFLOW VALVE

INSTALL GATE VALVE

INSTALL 1" SCH80 PVC

CONDUIT

INSTALL 12"X18"X24" HAND

HOLE BOX @ 600' OR LESS

SPACING, TYP.

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Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

, In c.

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M A

N A

SITE PLAN

WATER STORAGE TANK

C301

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E L

INSTALL 1" SCH80 PVC

CONDUIT

INSTALL 12"X18"X24" HAND

HOLE BOX @ 600' OR LESS

SPACING, TYP.

(2) #12 AWG CONDUCTORS

IN 1" SCH80 PVC CONDUIT

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L M

-0 4-

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

, In c.

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M A

N A

SITE PLAN

WELL AREA

C302

WATERLINE

WELL TO POTABLE WATER STORAGE TANK

CHECK VALVE

VALVE

36"Ø WELL HEAD

ELEV=5965.90

INSTALL NEW

PV PANEL

FENCE

DENSELY WOODED AREA

24'

REMOVE AND REPLACE WELL PUMP

WELL ILLUSTRATION

PROVIDE NEW CONDUIT FOR PUMP

CABLE FROM PUMP TO SOLAR PANEL

SET PUMP INTAKE 24" OFF BOTTOM OF WELL

INSTALL 6'X6'X6" CONCRETE WELL PAD

INSTALL NEW DUST PROOF GASKET SEAL

INSTALL NEW SCREEN VENT

NOTE:

WELLHEAD TO CONFORM WITH ALL ARIZONA STATE

CODES AND REGULATIONS TO MAINTAIN WATER QUALITY

6'X6'X6"

AutoCAD SHX Text

AutoCAD SHX Text feet

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AutoCAD SHX Text

REF

30'-0"

9'-1 1/4" 8'-5" 4'-11" 4'-11"

'-0

-1 0"

7' -6

3/ 4"

7' -4

'-1

1/ 4"

30'-0"

STORAGE

/ MECH.

BEDROOM

TOILET SHOWER

KITCHEN

COMMON

AREA

PORCH

02.02

02.01

02.03

02.04

02.05

02.06

02.10

02.08

02.09

02.11

02.09

02.07

9'-3 3/4" 10'-0" 9'-5"

02.01

02.02

02.12

02.03

02.12

PANTRY

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

S ho rt E lli ot t H ed ric ks on , I nc

A ll

R ig ht s

R es er ve d

C O

P Y

H T

9/ 4/

DEMOLITION PLAN

A071

O A

K G

R O

V E A

D M

T R

A T

B U

R E N

O V

A T

G R

A N

D C

A N

Y O

N -P

A R

A S

H A

N T

N A

L M

O N

U M

E N

T A

O N

A S

T R

O F

A A

U N

E D

S T A

T E S D

E P

A R

T M

E N

T O

F T

H E I N

T E R

B U

R E A

U O

F L

A N

D M

A N

A G

E M

E N

T C

O N

S T

R U

C T

N S

-0

KEYNOTE LEGEND

02.01 REMOVE EXISTING CONCRETE SLAB

02.02 REMOVE AND REPLACE POSTS AND BEAM.

CONTRACTOR TO SHORE BUILDING ROOF DURING

NEW PATIO CONCRETE POUR, RE: STRUCTURAL

02.03 EXISTING INTERIOR CONCRETE SLAB TO REMAIN.

GRIND AND SEAL CRACKS IN CONCRETE SLAB AS

REQUIRED, RE: STRUCTURAL

02.04 REMOVE EXISTING WALL HEATER, PATCH AND FILL

PENETRATION THROUGH CMU WALL, PAINT FINISH

02.05 REMOVE EXISTING WOOD STOVE

02.06 REMOVE EXISTING WATER HEATER

02.07 REMOVE EXISTING REFRIGERATOR

02.08 REMOVE EXISTING RANGE

02.09 REMOVE EXISTING SINK

02.10 REMOVE EXISTING SHOWER

02.11 REMOVE EXISTING WATER CLOSET

02.12 REMOVE EXISTING WOOD-TRIM BASE

GENERAL NOTES - DEMOLITION

1. REMOVE ALL WALLS INDICATED BY THE FOLLOWING

LINETYPE (UNLESS NOTED OTHERWISE)

2 REMOVE ALL EXISTING PROPANE LIGHT FIXTURES

3 REMOVE ALL EXISTING INTERIOR DOORS, FRAMES,

AND WOOD TRIM BASE

4 SAW-CUT AND AND REMOVE ALL EXISTING GLAZED

OPENINGS TO FACE OF BLOCK

5 REMOVE ALL EXISTING CASEWORK INCLUDING

FLOOR AND WALL MOUNTED CABINETS AND

COUNTERTOPS

6 REMOVE EXISTING GYP. BOARD CEILING AND

BLANKET INSULATION

7 EXTERIOR DOOR FRAMES TO REMAIN

3/8" = 1'-0"A071

1 DEMOLITION FLOOR PLAN

PLAN

NORTH

R ev is io n Is su e

R ev

D es cr ip tio n D at

30'-0"

STORAGE / MECH.

BEDROOM

TOILET

SHOWER

KITCHEN

COMMON AREA

102 103 104

A421 1

A421 3

W1W2

PORCH

11.02

'-0

3' -2

PANTRY

2'-1"

06.09

CONTROLS SIDE

22.04

2'-1"

03.02

ROOF OVERHANG

06.01

S002

'-0

-1 0"

22.05

22.01

A421

2' -1

0" 4'

-8

09.03

10.02

22.02

22.06

06.01

GRILL

09.03

09.05

PICNIC TABLE PICNIC TABLE

23.02

09.05

07.0107.01

23.09

W1 24" x 36" SLIDER WINDOW

W2 48" x 36" SLIDER WINDOW

W3 72" x 36" SLIDER WINDOW

R E

: S C

H E

D U

RE: SCHEDULE

R E

: S C

H E

D U

RE: SCHEDULE

B 1

1 3/4" RE: SCHEDULE 1 3/4"

4" R

E : S

C H

E D

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

S ho rt E lli ot t H ed ric ks on , I nc

A ll

R ig ht s

R es er ve d

C O

P Y

H T

9/ 4/

FLOOR PLAN

A101

O A

K G

R O

V E A

D M

T R

A T

B U

R E N

O V

A T

G R

A N

D C

A N

Y O

N -P

A R

A S

H A

N T

N A

L M

O N

U M

E N

T A

O N

A S

T R

O F

A A

U N

E D

S T A

T E S D

E P

A R

T M

E N

T O

F T

H E I N

T E R

B U

R E A

U O

F L

A N

D M

A N

A G

E M

E N

T C

O N

S T

R U

C T

N S

-0

3/8" = 1'-0"A101

1 FLOOR PLAN - LEVEL 1

PLAN

NORTH

WINDOW LEGEND (W X H)

DOOR SCHEDULE

DOOR NUMBER

ROOM NAME

DOOR FRAME

REMARKS

ROOM

NUMBER

DOOR

CODE HEIGHT WIDTH

DOOR

MATERIAL

DOOR

TYPE

FRAME

MATERIAL

FRAME

TYPE

000 000 PORCH 7' - 0" 3' - 0" AL B - - SCREEN DOOR

100 100 COMMON AREA 7' - 0" 3' - 0" HM A E 1

101 101 STORAGE / MECH. 7' - 0" 3' - 0" HM A E 1

102 102 BEDROOM 6' - 8" 2' - 6" WD A WD 1

103 103 TOILET 6' - 8" 2' - 0" WD A WD 1

104 104 SHOWER 6' - 8" 2' - 0" WD A WD 1

KEYNOTE LEGEND

03.02 CONCRETE SLAB ON GRADE, RE: STRUCTURAL

06.01 PLASTIC LAMINATE COUNTERTOP (PL-1) W/ 4"

BACKSPLASH

06.09 4x4 WOOD POSTS, RE: STRUCTURAL

07.01 METAL GUTTER AND DOWNSPOUT W/ SPLASH BLOCK

09.03 METAL DOOR THRESHOLD, FIT TO EXISTING FRAME

09.05 5/8" GYP. BD. ON 2x4 WD. STUDS @ 16" O.C., PAINT

FINISH

10.02 EXISTING TOILET PAPER DISPENSER. REMOVE FOR

WALL PATCH WORK AND REUSE

11.02 RESIDENTIAL OVEN AND RANGE, INSTALL PER

MANUFACTURER'S INSTRUCTIONS, COORDINATE GAS

ROUGH-IN WITH MEP

22.01 LAVATORY, RE: PLUMBING

22.02 WATER CLOSET, RE: PLUMBING

22.04 PRE-FABRICATED SHOWER ENCLOSURE W/ SLIDING

GLASS DOORS, RE: PLUMBING

22.05 UNDERMOUNT DOUBLE BOWL SINK, RE: PLUMBING

22.06 TANKLESS WATER HEATER, GAS POWERED, RE:

PLUMBING

23.02 RANGE HOOD WITH VERTICAL EXHAUST AND LIGHT

CONTROLS, RE: MECHANICAL

23.09 WALL MOUNTED EVAPORATIVE COOLER, RE:

MECHANICAL. REFERENCE SHEET S003 FOR BLOCK

OUT DETAILS FOR NEW OPENING.

DOOR TYPES FRAME TYPES

ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR BASE

WALL FINISH

REMARKSNORTH SOUTH EAST WEST

100 COMMON AREA ER ER P P P P

101 STORAGE / MECH. ER ER P P P P

102 BEDROOM ER ER P P P P

103 TOILET ER ER P P P P

104 SHOWER ER ER P P P P

105 KITCHEN ER ER P P P P

GYP = GYPSUM BOARD

P = PAINT

ER = EPOXY RESIN

CONC = CONCRETE

E = EXISTING TO REMAIN

FINISH LEGEND

R ev is io n Is su e

R ev

D es cr ip tio n D at

COMMON AREA

KITCHEN

SHOWER

TOILET

BEDROOM

STORAGE / MECH.

02.13

S002

ROOF OVERHANG

PORCH

09.05

09.0709.07

23.02

07.01 07.01

5'-2" 9'-2" 9'-2 1/2" 5'-2"

2' -6

-6

1' -5

5'-2" 9'-2" 9'-2 1/2" 5'-2"

2'-5 1/2"

2' -7

-3

2'-7"

3' -9

4'-2"

4' -8

-5

4' -8

-5

4' -8

-5

4' -8

3' -8

4'-1 1/2"

2' -6

EQ EQ

06.09

GYPSUM BOARD CEILING, PAINT FINISH

SUPPLY AIR GRILLE

RETURN AIR GRILLE

LED DOWNLIGHT FIXTURE

REFLECTED CEILING PLAN LEGEND

LED STRIP LIGHT FIXTURE

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

S ho rt E lli ot t H ed ric ks on , I nc

A ll

R ig ht s

R es er ve d

C O

P Y

H T

9/ 4/

REFLECTED CEILING PLAN

A151

O A

K G

R O

V E A

D M

T R

A T

B U

R E N

O V

A T

G R

A N

D C

A N

Y O

N -P

A R

A S

H A

N T

N A

L M

O N

U M

E N

T A

O N

A S

T R

O F

A A

U N

E D

S T A

T E S D

E P

A R

T M

E N

T O

F T

H E I N

T E R

B U

R E A

U O

F L

A N

D M

A N

A G

E M

E N

T C

O N

S T

R U

C T

N S

-0

3/8" = 1'-0"A151

1 REFLECTED CEILING PLAN

KEYNOTE LEGEND

02.13 EXISTING BLOCK OUT OPENING FOR ATTIC ACCESS.

COORDINATE OPENING W/ NEW CEILING AND

MECHANICAL EQUIPMENT, RE: MECHANICAL

06.09 4x4 WOOD POSTS, RE: STRUCTURAL

07.01 METAL GUTTER AND DOWNSPOUT W/ SPLASH BLOCK

09.05 5/8" GYP. BD. ON 2x4 WD. STUDS @ 16" O.C., PAINT FINISH

09.07 5/8" GYPSUM CEILING FASTENED TO WD. JOISTS ABOVE.

FILL AREA BETWEEN JOISTS W/ BATT INSULATION

23.02 RANGE HOOD WITH VERTICAL EXHAUST AND LIGHT

CONTROLS, RE: MECHANICAL

GENERAL NOTES

1 EXISTING GYPSUM CEILING AND BATT INSULATION TO BE

REMOVED AND REPLACED

2 LIGHT FIXTURE DIMENSIONS ARE TO EXISTING FACE OF

WALLS

3 REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS

FOR LIGHT FIXTURES AND DIFFUSER LOCATIONS

PLAN

NORTH

R ev is io n Is su e

R ev

D es cr ip tio n D at

2'-6"

CLEAR

2'-9" 2'-6" 2'-9" 2'-0" 3'-9"

3' -6

-2

4" 2'

-6

4'-0"

E Q

U A

L E

Q U

A L

06.01

11.02 06.04

06.06

06.05 06.0506.07 06.08

11'-0"

22.05

A501

09.05

23.02

09.02

09.05

8' -0

6' -6

-6

2' -0

09.0809.08 2'

-0

1' -2

3'-1"

09.01

22.01

06.02

06.03

06.01

09.02

10.02

22.02

2' -1

09.08

09.09

APPX. AREA OF

PATCH AND REPAIR.

10.03

06.02

06.03

06.01

22.01

2' -1

0" 4"

1' -2

-0

09.02

10.03

09.09

SHOWER

CONTROLS

22.04

09.02

1' -1

-1 1"

2'-10"

09.10

22.04

4'-11"

1' -1

-1 1"

09.04

09.10

2'-2"

22.06

09.02

8' -0

3' -0

-0

2' -0

2'-0" 5 15/16"

06.10

09.02

09.09

4'-11"

2' -0

-0

06.10

22.02

09.05

09.02

3' -0

8' -0

22.06

09.04

09.02

1' -1

-1 1"

2'-10"

22.04

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

S ho rt E lli ot t H ed ric ks on , I nc

A ll

R ig ht s

R es er ve d

C O

P Y

H T

9/ 4/

INTERIOR ELEVATIONS

A421

O A

K G

R O

V E A

D M

T R

A T

B U

R E N

O V

A T

G R

A N

D C

A N

Y O

N -P

A R

A S

H A

N T

N A

L M

O N

U M

E N

T A

O N

A S

T R

O F

A A

U N

E D

S T A

T E S D

E P

A R

T M

E N

T O

F T

H E I N

T E R

B U

R E A

U O

F L

A N

D M

A N

A G

E M

E N

T C

O N

S T

R U

C T

N S

-0

1/2" = 1'-0"A421

1 KITCHEN 105 - EAST

1/2" = 1'-0"A421

3 TOILET 103 - EAST

1/2" = 1'-0"A421

2 TOILET 103 - SOUTH

KEYNOTE LEGEND

06.01 PLASTIC LAMINATE COUNTERTOP (PL-1) W/ 4" BACKSPLASH

06.02 24" TALL WALL MOUNTED MIRROR CABINET W/ ADJUSTABLE SHELVES.

PROVIDE WD. BLOCKING AS REQUIRED

06.03 32-1/2" TALL DOUBLE DOOR BASE CABINET W/ SINK COVER PANEL

06.04 34-1/2" TALL DOUBLE DOOR BASE CABINET W/ SINK COVER PANEL

06.05 34-1/2" TALL DOUBLE DOOR BASE CABINET W/ ADJUSTABLE SHELVES

AND (2) DRAWERS

06.06 42" WALL MOUNTED DOUBLE DOOR CABINET W/ ADJUSTABLE

SHELVES

06.07 78" TALL DOUBLE DOOR CABINET W/ ADJUSTABLE SHELVES

06.08 34-1/2" TALL BASE CABINET W/ (3) DRAWERS

06.10 36" TALL WALL MOUNTED SINGLE DOOR CABINET W/ ADJUSTABLE

SHELVES. PROVIDE WD. BLOCKING AS REQUIRED

09.01 PATCH AND FILL DAMAGED PORTION OF 1/2" GYPSUM SHEATHING,

PAINT FINISH

09.02 6" EPOXY COVE BASE W/ 3/4" RADIUS FLOORING TRANSITION

09.04 PAINT EXISTING CMU. CLEAN SURFACE IN PREPARATION FOR NEW

COAT

09.05 5/8" GYP. BD. ON 2x4 WD. STUDS @ 16" O.C., PAINT FINISH

09.08 RUBBER BASE

09.09 EXISTING GYP. BOARD SHEATHING, PROVIDE NEW (2) COAT PAINT

FINISH

09.10 NEW 1/2" MOISTURE RESISTANT GYP. BOARD SHEATHING, PAINT

FINISH

10.02 EXISTING TOILET PAPER DISPENSER. REMOVE FOR WALL PATCH

WORK AND REUSE

10.03 EXISTING TOWEL RACK TO REMAIN

11.02 RESIDENTIAL OVEN AND RANGE, INSTALL PER MANUFACTURER'S

INSTRUCTIONS, COORDINATE GAS ROUGH-IN WITH MEP

22.01 LAVATORY, RE: PLUMBING

22.02 WATER CLOSET, RE: PLUMBING

22.04 PRE-FABRICATED SHOWER ENCLOSURE W/ SLIDING GLASS DOORS,

RE: PLUMBING

22.05 UNDERMOUNT DOUBLE BOWL SINK, RE: PLUMBING

22.06 TANKLESS WATER HEATER, GAS POWERED, RE: PLUMBING

23.02 RANGE HOOD WITH VERTICAL EXHAUST AND LIGHT CONTROLS, RE:

MECHANICAL

1/2" = 1'-0"A421

9 SHOWER 104 - WEST

1/2" = 1'-0"A421

8 SHOWER 104 - NORTH

1/2" = 1'-0"A421

6 SHOWER 104 - SOUTH

1/2" = 1'-0"A421

5 TOILET 103 - WEST

1/2" = 1'-0"A421

4 TOILET 103 - NORTH

* ALL CASEWORK IS PLASTIC-LAMINATE-CLAD

1/2" = 1'-0"A421

7 SHOWER 104 - EAST

R ev is io n Is su e

R ev

D es cr ip tio n D at

EXISTING GYP. BD. ON 2x4"

WOOD STUDS

WOOD FRAME

RE: PLANS FOR DOOR LEAF

LOCATION

WOOD FRAME

RE: PLANS FOR DOOR

LEAF LOCATION

EXISTING GYP. BD. ON

2x4" WOOD STUDS

2" 3'

-4

4' -6

8' -0

1' -2

8" 2'

-0

1'-8" 4"

PLASTIC LAMINATE CLOSURE

PANEL - INSTALL FLUSH W/ FACE

OF CABINET

MELAMINE ADJUSTABLE

SHELVES

PLASTIC LAMINATE DOORS

STAINLESS STEEL WIRE PULLS

PLASTIC LAMINATE CABINET W/

MELAMINE INTERIOR

PLASTIC LAMINATE (PL-3)

CABINET W/ WHITE MELAMINE

INTERIOR

STAINLESS STEEL WIRE PULLS

RUBBER BASE

MELAMINE ADJUSTABLE

SHELVES

PLASTIC LAMINATE DRAWERS

W/ MELAMINE INTERIOR

PLASTIC LAMINATE

COUNTERTOP W/ 4" BACK &

SIDE SPLASH

3' -0

EXISTING CMU WALL

EXISTING CEILING, PAINT

FINISH

EXISTING METAL FRAME TO

REMAIN, PROVIDE NEW COAT

OF EXTERIOR GRADE PAINT

(N) HM DOOR. CONTRACTOR TO

COORDINATE INSTALLATION OF NEW

DOOR AND HARDWARE REPLACEMENT

WITH EXISTING FRAME

EXISTING CMU WALL

(N) ALUM. SCREEN DOOR

BATT INSULATION

5/8" GYP. BD. ON 2x4

WD. STUDS @ 16" O.C.

METAL DOOR THRESHOLD

SET IN SEALANT

(N) HM DOOR AND ALUM. SCREEN

NEW EXTERIOR CONCRETE

SLAB, RE: STRUCTURAL

EPOXY RESIN FLOOR FINISH ON

EXISTING CONCRETE SLAB

(EXT) (INT)

EXISTING DOOR FRAME TO REMAIN

EXISTING CMU WALL

(N) SLIDING ALUMINUM WINDOW

SYSTEM; DOUBLE PANE GLAZING

BATT INSULATION

5/8" GYP. BD. ON 2x4

WD. STUDS @ 16" O.C.

SEALANT

EXISTING CMU WALL

AND SILL

(N) SLIDING ALUMINUM WINDOW

SYSTEM; DOUBLE PANE GLAZING

GRIND SMOOTH ROUGH OPENING IN

PREPARATION FOR WINDOW

REPLACEMENT. REMOVE LAYER OF

BUILT-UP GROUT AT SILL

5/8" GYP. BD. ON 2x4

WD. STUDS @ 16" O.C.

BATT INSULATIONEPOXY SEAMLESS FLOORING SYSTEM

3/4" MIN. RADIUS EPOXY COVE BASE

5/8" CEMENT BACKER BOARD

5/8" GYP. BD. ON 2x4 WD.

STUDS @ 16" O.C.

EXISTING CONCRETE FLOOR

EDGE TRIM MOULDING

EXISTING CMU WALL

(E) CMU, APPLY BLOCK FILLER PRIMER TO

SEAL SETTLEMENT CRACKS AND APPLY

(2) COAT PAINT FINISH. COLOR TBD

(E) WOOD SIDING, PRIME AND APPLY

(2) COAT PAINT FINISH, COLOR TBD

PATCH AND SEAL STANDING SEAM

METAL ROOF AREA AFTER REMOVAL OF

WOOD BURNING STOVE FLUE. MATCH

EXISTING PANEL COLOR

(N) SLIDING ALUMINUM WINDOWS, ALL

LOCATIONS

(N) CONCRETE SLAB ON GRADE, RE:

STRUCTURAL

(N) WOOD POSTS, RE STRUCTURAL

(N) METAL GUTTER, DOWNSPOUT AND

SPLASH BLOCK AT BASE

EPOXY SEAMLESS FLOORING SYSTEM

3/4" MIN. RADIUS EPOXY COVE BASE

1/4" CEMENT BACKER BOARD

EXISTING WD. STUD WALL

EXISTING CONCRETE FLOOR

45° BEVELED EDGE FINISH

S E

H P ro je c t

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

This drawing is an instrument of…

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