B08_Attachment_1A_Shoshone_Drawings_1-7.pdf

PROJECT LOCATION PROJECT VICINITY

DESIGNERS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

SHOSHONE FIELD OFFICE REPLACEMENT

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

SITE ACCESS

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT

LOCATION

INDEX OF DRAWINGS

GENERAL

G001 COVER SHEET

G002 INDEX SHEET

CIVIL

C001 CIVIL NOTES

C002 CIVIL NOTES

C101 EXISTING CONDITIONS PLAN

C102 MASTER DEMOLITION/CONSTRUCTION PLAN

C102A DEMOLITION/CONSTRUCTION SEQUENCE 1

C102B DEMOLITION/CONSTRUCTION SEQUENCE 2

C102C DEMOLITION/CONSTRUCTION SEQUENCE 3

C102D DEMOLITION/CONSTRUCTION SEQUENCE 4

C103 SITE PLAN

C103A SITE PLAN - SOUTH LOT

C104 COORDINATION PLAN

C105 COORDINATION PLAN

C106 GRADING AND DRAINAGE PLAN

C107 SITE UTILITY PLAN

C108 CABANA STRUCTURE

C109 CABANA DETAILS

C110 PAVING AND STRIPING PLAN

C110A PAVING AND STRIPING PLAN - SOUTH LOT

C201 STORMWATER PLAN & PROFILE

C202 STORMWATER PLAN & PROFILE

C501 DETAILS

C502 DETAILS

C503 DETAILS

C504 DETAILS

C505 DETAILS

C506 DETAILS

C507 DETAILS

C508 DETAILS

C509 DETAILS

C510 DETAILS

LANDSCAPE

L101 LANDSCAPE SITE PLAN

L300 LANDSCAPE PLANTING PLAN

L301 LANDSCAPE PLANTING PLAN

L400 LANDSCAPE IRRIGATION PLAN

L401 LANDSCAPE IRRIGATION PLAN

L501 PLANTING DETAILS

L502 SITE FURNISHING DETAILS

L503 IRRIGATION DETAILS

L504 IRRIGATION DETAILS

STRUCTURAL

S001 STRUCTURAL LEGENDS AND ABBREVIATIONS

S002 GENERAL NOTES

S003 GENERAL NOTES CONTINUED

S004 SPECIAL INSPECTIONS

S101 FOUNDATION PLAN

S102 SHEAR WALL PLAN

S103 ROOF FRAMING PLAN

S301 STRUCTURAL SECTIONS

S302 STRUCTURAL SECTIONS

S303 STRUCTURAL SECTIONS

S304 STRUCTURAL ROOF FRAMING DETAILS

S305 STRUCTURAL SECTIONS

S501 STRUCTURAL DETAILS

S502 STRUCTURAL DETAILS

S503 PARTITION DETAILS

ARCHITECTURAL

G102 CODE PLAN

A001 ASSEMBLIES

A101 FLOOR PLAN

A111 PLAN DETAILS

A121 ROOF PLAN

A122 ROOF DETAILS

A123 ROOF DETAILS

A124 ROOF DETAILS

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 WALL SECTIONS

A303 WALL SECTIONS

A311 WALL DETAILS

A501 FINISH PLAN

A601 DOOR AND WINDOW SCHEDULES AND DETAILS

A602 DOOR AND WINDOW DETAILS

A603 DOOR AND WINDOW DETAILS

A701 ENLARGED PLANS AND INTERIOR ELEVATIONS

A702 ENLARGED PLANS AND INTERIOR ELEVATIONS

A901 REFLECTED CEILING PLAN

FIRE PROTECTION

F001 FIRE PROTECTION SITE PLAN, NOTES & DETAILS

F100 FIRE PROTECTION PLAN

F200 FIRE PROTECTION SECTIONS, DETAILS & ENLARGED PLANS

PLUMBING

P001 PLUMBING ABBREVIATIONS, LEGENDS, AND NOTES

P101 PLUMBING SUPPLY PLAN

P102 PLUMBING WASTE AND VENT PLAN

P103 PLUMBING CALLOUTS

P104 PLUMBING CALLOUTS

P501 PLUMBING DETAILS

P502 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

P901 PLUMBING ISOMETRIC VIEWS

MECHANICAL

M001 MECHANICAL ABBREVIATIONS, LEGENDS AND NOTES

M100 HVAC SITE LAYOUT

M101 HVAC DUCTWORK PLAN - OVERALL

M101A HVAC DUCTWORK PLAN - AREA A

M101B HVAC DUCTWORK PLAN - AREA B

M101C HVAC DUCTWORK PLAN - AREA C

M101D HVAC DUCTWORK PLAN - AREA D

M101E HVAC DUCTWORK PLAN - AREA E

M101F HVAC DUCTWORK PLAN - AREA F

M102 VENTILATION DUCTWORK PLAN - OVERALL

M102B VENTILATION DUCTWORK PLAN - AREA B

M102C VENTILATION DUCTWORK PLAN - AREA C

M102D VENTILATION DUCTWORK PLAN - AREA D

M103 HVAC CONTROLS AND PIPING PLAN

M401 ENLARGED MECHANICAL VIEWS

M501 HVAC DETAILS

M502 HVAC DETAILS

M503 HVAC DETAILS

M504 HVAC DETAILS

M505 HVAC DETAILS

M601 HVAC SCHEDULES

M701 HVAC MISCELLANEOUS

ELECTRICAL

E001 ELECTRICAL ABBREVIATIONS, LEGENDS AND GENERAL

NOTES

E101 ELECTRICAL DEMOLITION PLAN

E102 ELECTRICAL SITE PLAN

E103 POWER PLAN

E104 LIGHTING PLAN

E105 FIRE ALARM PLAN

E106 DATA PLAN

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E503 ELECTRICAL DETAILS

E504 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

E603 SINGLE LINE DIAGRAM

Noe H. Morales 2022.07.12 09:59:08 -06'00'

GENERAL NOTES

1. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE

CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE

OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND OR

OVERHEAD UTILITIES. CALL DIG-LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR

SHALL VERIFY LOCATION AHEAD OF TRENCHING OPERATIONS, AND IMMEDIATELY NOTIFY THE

GOVERNMENT OF ANY POTENTIAL CONFLICTS.

2. CONTRACTORS SHALL NOTIFY THE GOVERNMENT WHEN MATERIALS ARE ON SITE OR

INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT

TWENTY-FOUR (24) HOUR PRIOR NOTICE.

3. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS

OF THE GOVERNMENT. AT THE REQUEST OF THE GOVERNMENT, CONTRACTORS SHALL FURNISH

PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION

REQUIREMENTS SET FORTH.

4. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A)

BACKFILLING; (B) PLACING OF AGGREGATE BASE; AND (C) PLACING OF CONCRETE.

5. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

6. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS

PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT

INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING.

7. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON

COMPLETION OF WORK.

8. THE CONTRACTOR SHALL REPAVE OR RE-GRAVEL TO EXISTING GRADE ANY EXISTING PAVED OR

GRAVELED STREETS DISTURBED DURING CONSTRUCTION.

9. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES,

AND OTHER PEDESTRIAN ACCESS ITEMS COMPLY WITH THE ARCHITECTURAL BARRIERS ACT

(ABA) REQUIREMENTS.

10. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR OR SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE

DESIGNER.

11. ANY CHANGES OR DEVIATIONS MADE TO CIVIL AND STRUCTURAL PLANS, DETAILS, AND

SPECIFICATIONS MUST HAVE APPROVAL FROM THE GOVERNMENT AND DESIGNER IN WRITING

PRIOR TO CONSTRUCTION.

EROSION AND SEDIMENT CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, AND FEDERAL

PERMITS REQUIRED FOR STORM WATER MANAGEMENT AS A RESULT OF CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) FOR REVIEW BY THE GOVERNMENT. THE CONTRACTOR SHALL OBTAIN A COPY OF THE

U.S. ENVIRONMENTAL PROTECTION AGENCY'S (EPA) NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) FOR STORM WATER

DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AND SUBMIT AND FILE A NOTICE OF

INTENT (NOI) AND NOTICE OF TERMINATION (NOT) AS REQUIRED BY THE EPA OR WITH THE LOCAL

IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CGP DOES NOT RELIEVE THE

CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS

REGARDING STORM WATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO

PROTECTION OF SURFACE WATERS, PREVENTION OF TRACKED SOILS TO ADJACENT STREETS,

FUEL CONTAINMENT, SPILL CONTROL, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO MINIMIZE DEPOSITING AND TRACKING

OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC RIGHT-OF-WAY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP OF THE PUBLIC RIGHTS-OF-WAY OR

ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND,

GRAVEL, ROCK, OR DEBRIS.

3. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR CONSTRUCTION SUPPLIES, SHALL

BE PLACED ON THE PUBLIC RIGHT-OF-WAY UNLESS PERMITTED BY THE GOVERNMENT AGENCY,

OR OTHER CONTROLLING ENTITY. IN ADDITION, PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, EQUIPMENT OR

MATERIALS, OR PORTABLE TOILETS, UNLESS A SAFE, USABLE ALTERNATE WALKWAY, WHICH

MEETS THE DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE RIGHT-OF-WAY BY THE

CONTRACTOR.

4. STAGING, PARKING AND SOIL STOCKPILE AREAS SHALL BE SHOWN ON THE SWPPP LISTED IN

EROSION AND SEDIMENT CONTROL NOTE 1. NO SOILS OR AGGREGATE STOCKPILES ARE

PERMITTED ON UNDISTURBED PORTIONS OF THE PROPERTY WITHOUT PRIOR APPROVAL OF THE

GOVERNMENT AND UNLESS EROSION CONTROL MEASURES ARE IN PLACE TO PREVENT

DEPOSITION OF THE OFF-SITE SEDIMENT.

5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING NON-PAVED AREA CAUSED BY

VEHICLES AND EQUIPMENT. ALL DAMAGE TO EXISTING VEGETATION SHALL BE RESTORED TO THE

CONDITION THAT EXISTED PRIOR TO CONSTRUCTION OR BETTER.

6. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT GOVERNMENT, FEDERAL, STATE AND LOCAL

AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND

ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A DUST

CONTROL PLAN.

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES, STRUCTURES, AND OTHER FEATURES ARE

SHOWN USING SURVEY PROVIDED BY LYBD FEDERAL. AS PART OF THE TITLE I SERVICES

SURVEYED INFORMATION AND THE LOCATION, DEPTH AND ACCURACY OF SURFICIAL

INFORMATION SHALL BE FIELD VERIFIED. ADDITIONAL UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, LOCATION AND DEPTH OF EXISTING FEATURES

SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT SITE ARE BASED ON A SITE SPECIFIC

SURVEY.

4. THE CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL BENCHMARKS AND OTHER

DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY THE GOVERNMENT

OF ANY CONFLICTS.

CIVIL NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO

PREVENT THE TRANSPORT AND SPREAD OF NOXIOUS WEEDS AS WELL AS TO PREVENT SPILLS

OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY AS DIRECTED BY THE

GOVERNMENT.

3. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO

EXISTING CONDITIONS AFTER CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION

ACTIVITIES.

5. CONTACT GOVERNMENT PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES FOR PLANT

REMOVAL, IF NECESSARY.

6. PROVIDE BEST MANAGEMENT PRACTICES FOR STORMWATER CONTROLS PRIOR TO AND DURING

CONSTRUCTION. THIS PLAN SHALL BE IN ACCORDANCE WITH LINCOLN COUNTY, INCLUDING ALL

REQUIRED PERMITS AND APPROVALS, PRIOR TO CONSTRUCTION.

7. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO

EXISTING CONDITION UNLESS SPECIFIED OTHERWISE BY GOVERNMENT.

8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL

CONTOURS AND RESTORED TO THE ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE.

9. AT A MINIMUM, THE MATERIALS USED FOR A PUBLIC WATER SYSTEM MUST MEET IDAPA 58.01.08.

9.1. THE MINIMUM DEPTH OF PIPE COVER MUST BE 36".

9.2. POTABLE AND NON POTABLE UTILITY MAINS, LATERAL OR UNDOCUMENTED CONDUIT MUST

MAINTAIN HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS, IN ACCORDANCE WITH

THE MINIMUM REQUIREMENTS OUTLINED IN IDAPA 58.01.08.

9.3. OBTAINING APPLICABLE LICENSES, PERMITS, BONDS, OR OTHER REQUIRED ADMINISTRATIVE

REQUIREMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE.

10. ALL ROADWAYS SHALL BE CONSTRUCTED TO CONFORM WITH THE STATE OR LOCAL AUTHORITY

HAVING JURISDICTION. THIS INCLUDES ALL TESTING AND INSPECTION REQUIREMENTS TO

ENSURE THE ROADWAY WILL BE BUILD AND ACCEPTED BY THE LOCAL MOST AUTHORITY.

11. TRACE WIRE FOR ALL BURIED UTILITY MAINS SHALL BE PROVIDED OR APPROVED EQUAL.

FOUNDATION NOTES:

1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4,000 PSI. NOTE THAT

THIS IS THE MINIMUM DESIGN VALUE. HIGHER VALUES MAY BE REQUIRED PER SITE CONDITIONS, PER THE SOILS ENGINEER OR BUILDING OFFICIAL. FOR SPECIAL EXPOSURES, REFER TO TABLES

FOUND IN IBC SECTION 1904.

2. PROVIDE 3/4” CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. BY ARCHITECTURAL

SPECIFICATIONS.

3. ALL UNDERGROUND STRUCTURES SHALL BE APPROPRIATELY WATERPROOFED PER IBC SECTION 1807.

4. ALL SLAB-ON-GRADE SUBGRADES SHALL BE PREPARED PER THE GEOTECHNICAL ENGINEER'S

GUIDELINES OR A MINIMUM OF THE UPPER 12” OF SOILS BEING SCARIFIED, MOISTURE

CONDITIONED TO WITHIN 2% OF OPTIMUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST

95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698.

5. PREPARE ALL SUBGRADE SOILS PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS, PRIOR

TO PLACEMENT OF FILLS SOILS, FOUNDATION REINFORCEMENT, OR CONCRETE.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000 PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: ASTM

C-150 TYPE I OR II CEMENT, U.N.O. OR AS SPECIFIED BY THE GEOTECHNICAL ENGINEER.

AGGREGATE SHALL CONFORM TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. THE FLOOR SLAB SHALL BE POURED LEVEL TO WITHIN 1/8” IN 10' U.N.O.

6. CONCRETE CONTRACTOR SHALL DAMPEN SAND UNDERLAYMENT PRIOR TO CONCRETE

PLACEMENT TO ASSIST UNIFORM CONCRETE CURING.

7. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE

MATERIAL. OVER EXCAVATED FOOTINGS SHALL BE FILLED WITH CONCRETE.

8. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

9. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER ACI-302.

10. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE

SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.

11. WALLS SHALL BE CAST IN HORIZONTAL LAYERS OF 2' MAXIMUM DEPTH.

12. CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING

CONCRETE IN BEAMS, SPANDRELS, OR SLABS SUPPORTED THEREON.

13. HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED.

14. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME

SIZE BAR.

15. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT

SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND

PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE

RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT

CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN

WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND

CHUTES OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF

CONCRETE SHALL NOT EXCEED 6 FEET.

16. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

17. PROVIDE CONTROL JOINTS A MIN OF EVERY 225 SF OF SLAB CUT THE SAME DAY AS THE SLAB

IS PLACED. SEE SHEET C-501 FOR ADDITIONAL JOINT DETAILS AND REQUIREMENTS.

Noe H. Morales 2022.07.11 13:27:25 -06'00'

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS SPECIFICALLY NOTED OTHERWISE.

ASTM A-615 GRADE 40 MAY BE USED FOR #3 BARS AT CONTRACTOR'S OPTION UNLESS THE GRADE IS

SPECIFICALLY NOTED OTHERWISE.

2. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A-706, UNLESS SPECIFICALLY NOTED OTHERWISE. OTHER GRADES, IF ALLOWED, SHALL HAVE A MAXIMUM CARBON EQUIVALENT OF 0.55% PER ANSI/AWS D1.4-98 SECTION 1.3.4.2. WELDING ELECTRODES SHALL BE LOW - HYDROGEN, AND SHALL BE E90XX FOR GRADE 60 REINFORCING STEEL, AND E70XX FOR GRADE 40. WIRE MESH SHALL CONFORM TO ASTM A-185.

3. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

1.1. #5 BARS AND SMALLER 1-1/2”

1.2. #6 BARS AND LARGER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

1.1. SLABS, WALLS, AND JOISTS

1.1.1. #11 BARS AND SMALLER 3/4”

1.1.2. #14 BARS AND LARGER 1-1/2”

1.2. COLUMNS AND BEAMS 1-1/2”

1.3. SHELLS, FOLDED PLATE MEMBERS

2. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN.

SPLICE CONTINUOUS BARS IN SPANDREL BEAMS, WALL BEAMS, ETC. AS FOLLOWS: TOP BARS AT MID-SPAN;

BOTTOM BARS AT CENTERLINE OF SUPPORT. ALL BARS SIZE #14 AND LARGER SHALL BE CONTINUOUS FOR THE

FULL LENGTH SHOWN. SPLICES IN WWF SHALL BE 1-1/2 MESHES WIDE.

3. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

4. FIELD BENDING OF REINFORCING BARS SHALL BE REVIEWED BY THE ENGINEER. BENDING MAY BE UNIFORMLY

PREHEATED TO 1400 TO 1600 DEGREES F, AND BENT PER CRSI RECOMMENDATIONS.

STRUCTURAL STEEL NOTES:

1. ALL STRUCTURAL STEEL FRAMING SHALL BE DETAILED, FABRICATED, AND ERECTED PER THE THIRTEENTH EDITION

AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE, EXCEPT AS MODIFIED BY THE IBC.

2. ALL FABRICATION SHALL BE DONE IN A SHOP THAT IS ACCEPTABLE TO THE GOVERNMENT. CONTINUOUS, FULL-TIME

INSPECTION OF SHOP FABRICATION MAY BE WAIVED ONLY TO THE EXTENT APPROVED BY THE GOVERNMENT.

3. BOLTED CONNECTIONS:

A. HIGH STRENGTH BOLTS: CONTACT FACES AT CONNECTIONS WITH HIGH STRENGTH BOLTS SHALL NOT BE

PAINTED.

B. BEARING BOLTS: UNLESS SPECIFICALLY NOTED, ALL CONNECTIONS SHALL USE BEARING (N) TYPE BOLTS.

C. SLIP CRITICAL BOLTS: SLIP CRITICAL (SC) CONNECTIONS SHALL USE LOAD INDICATOR WASHERS PER THE

MANUFACTURER'S RECOMMENDATIONS.

D. MOMENT CONNECTIONS: ALL MOMENT CONNECTIONS, SHALL USE SLIP CRITICAL BOLTS.

6. WELDED CONNECTIONS:

A. ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND E70 XX FOR OTHERWISE, UNLESS

SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO IBC SECTION 2204.1.

B. WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS, WELD SIZE SHALL BE PER AISC

SPECIFICATIONS.

C. TESTING:

1.1. ALL GROOVE WELDS SHALL BE TESTED NON-DESTRUCTIVELY BY EITHER RADIOGRAPHY OR

ULTRASONIC TESTING. TESTING RATE SHALL BE 100%, BUT MAY BE REDUCED AS ALLOWED BY IBC

SECTION 1704.3.1.

1.2. AT ALL PLATES AND PORTIONS OF ROLLED SHAPES 1-1/2” THICK OR GREATER IN THICKNESS, ZONES FOR WELDS THAT INDUCE THROUGH-THICKNESS SHRINKAGE STRAINS SHALL BE 100% ULTRASONICALLY TESTED BEFORE AND AFTER WELDING. ZONES WITH FLAWS SHALL NOT BE USED AS WELD LOCATIONS.

1.3. AISC TABLE 2 GROUPS 4 AND 5 SHALL CONFORM TO AISC SPECIFICATIONS SECTIONS A3.1.C AND M2.2.

D. ALL COMPLETE PENETRATION WELD BACK UP BARS SHALL BE REMOVED. WELD SHALL BE BACK-GOUGED, FILLED AND GROUND FLUSH, UNLESS NOTED OTHERWISE.

7. FABRICATION:

A. ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, ROUTED MASONRY, OR SPRAYED

FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS AND SPECIFICATIONS.

B. STIFFENER PLATES SHALL EXTEND THE FULL WIDTH OF THE BEAM FLANGES, UNLESS SPECIFICALLY NOTED

OTHERWISE.

C. BASE PLATES AND COLUMN ENDS SHALL BE FINISHED PER AISC SPECIFICATIONS.

D. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL

DRAWINGS.

E. CONTINUITY PLATES SHALL BE CUT WITH CONCAVE QUARTER ROUNDS AT ALL WEB TO FLANGE LOCATIONS.

8. ALL STEEL SHALL BE DELIVERED TO THE JOB SITE WITHOUT EXCESSIVE RUST, MILL SCALE, GREASE, ETC.

Noe H. Morales

13:28:42 -06'00'

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

X X X X X X

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

UG

P

U G

P

UGP

UGP

UGP

UGP

UGP

UGP

UGP

U G

P

U G

P

U G

P U

G P

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

UGP

U G

P U

G P

U G

P

U G

P U

G P

U G

P 6'

'S S

6''SS )

UGP

UGP

UGP

UGP

UGP

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

3''W 3''W

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UG

P

UG

P

SD

3''W 3''W

3''W 3''W

3/4''W

3' 'W

3' 'W

3' 'W

3' 'W

3' 'W

3' 'W

3' 'W

3''W

X

X

3''W3''W

X

GASGASGAS

GAS

6''SS )

6''SS )

6''SS )

6''SS )

6''SS )

6''SS )

6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )

1-1/2''W1-1/2''W1-1/2''W1-1/2''W1-1/2''W

SS

6'

'S S

6'

'S S

6'

'S S

AS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS GAS

ss ss

B-1

B-2

B-3

B-4

B-5

B-6

39793979

79 3979

39833983

398139813981

3982 39

POINT TABLE

POINT #

NORTHING

462814.41

460159.93

461456.10

461247.79

460930.39

EASTING

1528877.34

1530261.99

1529440.80

1529746.55

1529685.85

ELEVATION

3976.18

3978.63

3981.87

3978.04

3980.82

DESCRIPTION

NV1274

NV0829

BLM CP 1

BLM CP 2

BLM CP 3

KEY NOTES:

EXISTING ACCESS

AND VEHICLE GATE

EXISTING FIRE

WAREHOUSE

EXISTING ACCESS

AND VEHICLE GATE

EXISTING

LANDSCAPE

EXISTING FIELD

OFFICE BUILDING

FFE: 3981 FT

EXISTING SHOP

BUILDING

EXISTING

BUILDING

EXISTING

LANDSCAPE

1. EXISTING FEATURES: EXISTING ROADWAY/PARKING

AREAS, UTILITIES, STRUCTURES, AND OTHER

FEATURES ARE SHOWN USING SITE SPECIFIC

SURVEYED INFORMATION AND THE LOCATION,

DEPTH AND ACCURACY OF SURFICIAL INFORMATION

SHALL BE FIELD VERIFIED. ADDITIONAL

UNDERGROUND FEATURES MAY EXIST.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION,

LOCATION, AND DEPTH OF EXISTING FEATURES

SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

3. COORDINATES AND ELEVATIONS FOR THE PROJECT

SITE ARE BASED ON A SITE SPECIFIC SURVEY.

CONTROL POINTS CAN BE IDENTIFIED BY THE

GOVERNMENT IN THE FIELD.

4. HORIZONTAL DATUM IS NAD 83 (NRS2007), MODIFIED

IDAHO STATE PLANE COORDINATE SYSTEM

(CENTRAL ZONE 1102). ANY BEARINGS SHOWN ARE

AT GRID AZIMUTH. ANY DISTANCES SHOWN

REPRESENTS GROUND DISTANCES.

5. MODIFIED IDAHO STATE PLANE COORDINATES,

REPRESENTING GROUND DISTANCES, WERE

CALCULATED BY USING A COMBINED FACTOR OF

1.0003327541.

6. VERTICAL DATUM IS NORTH AMERICAN VERTICAL

DATUM 1988 (NAVD88).

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING

PARKING LOT

EXISTING PHOTO VOLTAGE ARRAY

EXISTING SHED

AND OUTBUILDING

EXISTING CARPORT

NOT SHOWN ON PLANS

EXISTING SITE LEGEND

CONTROL POINT LOCATION

BOREHOLE LOCATION

WATER VAULT

SS

W

TC

UGP

SANITARY SEWER

WATERMAIN

TELECOM

UNDERGROUND ELECTRIC

OHP OVERHEAD POWER

GAS EXISTING NATURAL GAS

X CHAIN LINK FENCE

SD STORM DRAIN

Noe H. Morales

13:29:37 -06'00'

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X X

X X

X X X X X

X

X

X

X

X

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

UG

P

U G

P

UGP

UGP

UGP

UGP

UGP

U G

P U

G P

U G

P

G

AS

G

AS

G

AS

G

AS

G

AS

U G

P

U G

P

U G

P U

G P

6''SS )

UG

P

UGP

UGP

UG

P

UGP

UGP

UGP

UGP

UGP

UGP

UGP

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

3''W

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UG

P

SD

6''SS )

3''W 3''W

3''W 3''W

3''W 3''W

3/4''W

3' 'W

3' 'W

3' 'W

3' 'W

3' 'W

3''W

X

3''W3''W

GASGAS

GAS

6''SS )

6''SS )

6''SS )

6''SS )

6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )

1-1/2''W1-1/2''W1-1/2''W1-1/2''W

6' 'S

S

6' 'S

S

6' 'S

S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS GAS

ss ss

GP

UG

P

UGPPP

UGP

UGUUGUGUGUGUUGUGUGUGUGUGUGUUGUGUGUGUGUGUGUUGUUUUUUUUU))))))))))))))))))))))))))))

6''SS ))))))))

3''W 3''W''''W 3''W 3''W 3''W 3''W'W''W

3''W''WW''W

3''W 3''W

3''WW

3''WW

3'3'3''W

3''W''WW

3''W''WWW

3'

X

XXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXX

HHHHHPH

OHP

333333333''W 3'' 3'''' 3'3''W 33''W 3'' 3'' 3''W'W' 33''W 3''W''W

3''WW

3''

3'3'33WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WW

GAS

GASG

6''SS )GAA

SSSSSSSSSS )SSS ) 1-1/2''WGG2''W6''SS6''SSGG1/2WWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSS

S

S

6'

'S

SSS

XXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXXXXXXX

XXXXXXXXXXX

XXXXXXXXXX

XXXXXXXXXXXXXXXXX

X

X

XXXXX

XXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXX

XXXXXXXXXXXXXXXX

OHPOHHPOHHPHPOHP

OHPOOHPOOHPOOHO PO

OHPO

OHP

OHOHOHOHOHP

OHOHOHOHOHOHHOHOHOHOHOHOHHOH

UGP

UGPUGPPUGPPUGPPGPGGPUUGGGPGPUUGGUUGGGPUUUUUGUGUGUGGGGGPPPPGPGPPPPUUUGUGUUUUUGUGGGGGGGPPGPGPPPPPUGUGGGGPGPUUUGGPPUUGGGGPPUUUUGGGGPPUG

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

3''W

UGP

UGP

UGP

UGP

P

UG

P

UGG

P

UGG

P

UGG

P

UG

SD

W

W

6''SS S SSSSS )

SS

6''SS )

6''SS )

6''SS ))

sssss

HP

GPGPGPGP

UGP

UGGP

UGGPGP

UGGP

3''W 3''W

6''SS ))6''SS ))6''SS

6'

'S S

666666666666666

S

S

S

S 666666

S 6666666

S 666666666

S

S 66666

S

S 66666666

'S S

S

6'

'S S

SS

S

S s))))

X

X

X

X

X

X

XX

XXXXX

X

X

X

X

XXXXXXXXXXXXXXXXXX

X

X

XXXXXXXXXXXXXXXX

UG

P

UG

P

UGP

UGP

UGP

UGP

UGPUGP

U G

P

T

TC

TC

TC

TC

GASGGASGASGAG S

GASGGAGAGAGGASAASASSGGAGGASASAAGASGAS

ASSGASAAGAGGGGGGGGGASASAASSGGGASGASGAGGAGGG SAGASSASAASASGAS

GASGGAGGAGAAGAGGAGAGG SSGAGAGASGAS

X X

X X

X X

XXXXXXXXXXXXX

XXXXX

XX

OHP

OHP

U

XX

GAS

U

GGG

U

GGGGGGG

P U

GGGG

P

G P

G U

G U

GG

P

G P

GGGGGGGG

GASSSASASASASAAGAGGGGAAS

GGAASAS

GGAASSSSSASAAGAGAGAGAGG

SSAAS

GAS

GAGAGAGAGGGAGAGAGAGASASASS

GGGAGAGAGAAAASSSS

GGGAGAGAGAASAASSSS

GAGAS

GAAS

GASAGASSASASSAASASS

GGAGAAGGGG

SASSAASAAAGAGAGGGGG

SAGG

SAS

GAG

SAGG

SSAASAS

GGAAGGGG

SSASSASAAGAGG

SSASASASASAAGAGGGG

SASASASASAS

GAAGGGGGGAAAASASASASSSASASSAASAS

GGAAGGGGGGGAGAAAASSASS

GGGGGAAGGAAAAASASSSSASASASAS

GAS

GAAGGGGGGAGAGAASASASASASS

GGAGAAS

GGAS

GAASASSSSASAS

GAG

S

GAGAGAGAGGGGGGAAAASASASASSS

GGGGAGAAGAGAASASAASASSS

GGGGAGAGAGAAASASS

GGAGAGASASASASASSSASASSAASAS

GGAAGG

SSSASASAS

GAS

GAGAGAGGG

SASAG

S

GAS

GAG

SAGGGGGGAGAGASASASSS

GGGAGAGAGAAAASSSS

GGAGAGAGAGASASASS

GGAGAS

GAS

GAS

GAS

GAASS

GGGGAGAGAGAASAASSSS

GGGGGAAGGAAAAASASSSSS

GGAAAS

GGAAS

G

S

GASSSSASAAGAGAGAGAGG

SSSSASASASAAS

GAAGGAGGGG

SASASS

GAGASAS

GGAGAGG

SSSSSSSS

XXXXXXXXXXXXXX

G

AS

G

AS

G

AS

SSSSSSASAASASASASASASASASASASASASASASASASASSSSSSSSSAASASAASASAASASASSASASASASASASSSASAASSASSASASS GASG SGASG SGASAGGGGGGGGGGGAAGGGAGASSSASSSSAAGASSSGAGAGG

OHPOO

O

G

AS

G

ASS

)OO

GASSSSSSSSSSSSSS ))))))6 )GASGASS661-1/2''WWWWWWWWWW6''SS )6''SS ))))))))))))))))))))))))66GASGASGASGAS61-

XXXXXXXXXXXXXXXXXXXXX

G

AS

GG

AASS

GG

AASSASA

GGG

SASA

G A

GG

SSAA

GGGG

AASS

GG

AASS

GG

AASSSSSAA

GG

SSAA

GG

SSSSAA

GG

SSAA

GG

SSAA

GGGG

AAS

GG

AASSSAA

G

SS

GG

AASSASA

G A

GG

SSAA

GGGG

AAS

G

AS

G

AS

GG

AASS

GG

AASSSASA

GGG

SASA

G A

GG

SSAA

GGGG

AASS

GG

AASS

GG

AASS

GGGGGGG

SSAA

GG

SSAA

GGG

SSAA

GGGG

SSAA

GGGG

SSAA

GGGG

AS

GG

AASSSAA

GGGGGGGGGG

AASSASA

G A

GG

SSAA

GGGGGGGGGG

AAS

G

AS

G

AS

GGGGGG

AA

GG

SASA

GGGGGG

SASA

G A

G A

GGGG

A

GGGGGGGG

AASS

GGGG

AASS

GGGGGGGGGGGGGGGG

SSAA

GGGGGGGGGG

SS

G A

G A

GGGGGG

SSAA

GGGGGGGGGGGG

AAS

GGGG

A

GGGG

A

GGG

A

G

AA

G A

GG

A

GG

A

GGGGG

A

GGGGG

AS

U G

PPP

GGG

UUUU

PPP

GG

P

U

GG

UU

PP

GG

UUU

G U

G P

UUUUU

GGG

P

UUUUU

G U

GGGGG

PP

U G

U

GGG

PPPP

G

U G

UUU

PPPP

GGGGG

UUUUUU

PP

GG

UUUUUU

PP

GG

UUUU

PP

GG

UUUU

PP

GG

UUUU

PP

GGG

UUUUUU

G

U G

U P

G P

UUUU

GG

PPPP

GG

UUUUUUUU

GGG

PP

UUUU

G

UU

GG

PP

UU

G

U G

U

PP

UUUU

GGG

PP

UUUU

GGG

PP

UU

G

U G

U P

G U

P

UU

G

UU

GG

PP

UUUU

GGG

PP

UU

G

UU

G U

G U

P G

P G

PP

G

U P

U P

GG

UU

PP

GGG

UUUU

PPPP

GGGGG

UUUUUUUUU

G U

G

PP

UU

GG

PP

UU

GG

PP

UU

PP

GG

UU

PP

G

P G

U P

G U

G U

G

UUU

G U

GGGGG

PP

UU

GG

PP

UU

GG

P

UUUU

P

GGG

UU

G

UU

PP

GGG

UUUU

PPPP

GGGG

UUUU

ASASAAASSSSAAASSSAASSSSSSASSASAASSSSASASAAASSSSAAAAASSSSAAAAAAASSSSSSSAAAASSSAASSSAASSSAASSSAAASSSSSSSSAAASSSSAAAAAASSSSSSSSAAASSSAAAASSSSAAASSSSAAASSAAAASSSAAAASSSAAASAAASSSAASASSAAAAAAASSSSAAASSAAAAAAASSSSSSSSAASSSSAASSSAAAASSSAAAASSASSSSASSSAASSSSAASSSAAAASSSAAASAAASS

U

U G

P

UUUU

GGGG

PPPPPP

UUU

G

U

GG

P G

PPP

U

GG

P

U

GG

PPP

G

P G

P G

U G

U

PPPP

GGGG

UUUU

PPPP

GGGG

UUUU

PP

GGG

P

U

GGG

UUUU

G

U

GGG

PP

UUUU

GGGG

PPPP

UUUU

GGGG

PPPP

UUUU

GGGG

PP

UUUU

GGGG

PP

UU

GG

PP

UU

GGG

PPPPPP

G

P G

P U

G P

U G

P

UU

PPP

GGGG

UUUUUU

GGG

PPPPPPPPP

GGGG

UUUU

PP

G P

G P

U G

U G

UU

PP

G P

G

UU

PPPP

GGGG

UUUU

PPPP

GGGG

UUUU

PP

G

P G

P U

G U

G

UU

PPPP

GG

UU

PPPP

GGGG

UUUU

PP

G

P G

P U

G U

G

UU

P U

P U

GG

PP

UUUU

GGGG

PPPPPP

UUUU

GGGG

PPPPPP

G P

GG

U

G

UUU

PPP

GGG

UU

P

G P

GGG

UUUU

GGG

P

UU

GGG

P

UUU

G U

GG

P

G

PPPPPPPP

G P

GG

U

G

UUU

PPPPPP

GGGG

UU

PPPP

GGGG

UUUU

GG

U

P U

P

GG

PP

UUUU

GGGG

PPPP

UUUU

GGGG

PPPPPPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASSSSSSSSSSSSSSSSSSSSSSSSSSSSSASSSSSSSSASASSSSSSSSAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA G

AAAAAAAAAAAAAAAAAAAAA

G

AAAAAA

GG

AAAA

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

AAAASS

G

AAAASS

U G

PPPPP

GGGG

UUUU

PPP

G P

GG

U

G

UUU

PP

GG

U

PP

GG

UU

GG

U

GG

P

GG

P

UUUU

GGGG

PP

UUUU

GGGGGG

PP

U

GGG

U P

G P

GG

PPPPP

G P

GG

U

G

UUU

PPPP

GGGG

UUUU

PPPP

GGGG

UUUU

PPPPP

G

P

GGGG

U G

UUU

PPPPPP

GGGGGG

UUUUUU

PPP

G

P

GG

U G

UUUU

PPPP

GGGG

UUUUUU

G U

G U

P G

P G

PP

UUUU

GGGG

PPPPPPPP

GGGG

UUUUUUUUU

GGGG

PPPP

UU

G

U G

U P

G P

G

PP

UU

G

U G

U P

G P

G

PP

UUUUUU

GGGGGG

PPPPPP

UUUU

GGGG

PPPPP

UU

G

U G

U P

G P

G

PP

UU

G

U G

U G

U G

U P

G P

G

PP

UUUUUU

GGGGGG

PPPPPP

UU

G U

G U

P G

P G

PP

U

P U

P

GG

U P

U P

GG

UU

PPPP

GGGG

UUUUUU

PPPP

GGGG

UUUUUUU

G U

GG

P

G

PPP

UUU

GGGGG

PPPP

UU

GGG

P

G P

G P

G

PPPPP

GG

UU

PP

GG

UU

PP

GG

PPP

G P

GG

U

G

UUUUUU

G U

GGGG

P

G P

UUU

GGGGGGGGG

PPP

UU

G U

GGGGGGG

P

G

PPP

GGG

P

U

GGG

P U

G U

GG

UU

PPPPP

G

P

GGGG

U G

UUUUU

PPPP

GGGG

UUUUUU

TCTCTCTTC

TCTCTCTCTCCTCCCCCCCCCCC

C

3''W

3' 'W

33'

WWWWWW

3'3

WWWWWW

W

'WWWW

W

WWWWWW'

WWWWWW'

WW

W

W

'WWWWWW

33'

WWWWWW

33'

W'WWWWW

'WWWW

'WWWW

WW'WWW

WWWWWWWW

W

WWWWWWWWW

33333

WWWWWWWWWWWW'33

WWWW'W3

W

WWWWW

W'3

WWWWWW'33

WWWWWW'3333

WWWWW

W'3

WWWW'W3

W

WWWWWW'3333

WWWW'W3

W

33'

WWW

WWW

333'

WWWWWWWWW

33'

WWWWWWWWWWWW

WWWW'

WWW'W

333333

'WW

WW

333'3

WWWWWWWWWWW'W

WWWWWW'

333333

WWWWW'

333333 W

W

'WWW

3333'

'WWWWWW

333''

WWWWWWWWW

W

WWW

3' 'W

3'

'WWWW

3''WWWWW3 WW

3'

'WW

HPHPHPHPHHPHPHPHPHHPHPHPHPHPHPHPHPHPHPPPPPHPPPHHPPPPPH

OHPOHOHHOOHO

OHP

OHP

G

AS

G A

G

AS

U G

P U

G

PP

UU

G

PP

U

G P

U P

U G

P U

G

PPP

UUU

PP

UUUUUUUUUU

PPPP

))))OHH

6''SS SSS

OO

''SS

UGP

UGGP

UGGPGP

UG

UGP

UGP

UGP

UGP

3' 'W'

3' 'W

WW

W

3''W'SS )

OHPOHP'SS )

OHPOHP )6'66'66666''SS )'6''SS )6 S1-1/2''WWWSS )SS )Sssssssssss

U G

P U

G P

TC

TC 33''W3 'W3 W3 W'

DEMOLITION SEQUENCE LEGEND

DEMOLITION NOTES

1. DEMOLITION SHALL BE SEQUENCED SUCH THAT EXISTING BUILDING

REMAINS FULLY OPERATIONAL DURING CONSTRUCTION OF NEW

FIELD OFFICE.

2. DEMOLITION MAY CONSIST OF THREE SEPARATE SEQUENCES AS

SHOWN OR ALTERNATES AS APPROVED BY THE GOVERNMENT.

3. REMOVABLE ITEMS WITHIN EACH SEQUENCE SHALL BE DETERMINED

BY THE CONTRACTOR AND APPROVED BY GOVERNMENT.

4. COORDINATE NEW UTILITY CONNECTIONS AND ROUTING TO ENSURE

ALL SITE BUILDINGS REMAIN OPERATIONAL DURING CONSTRUCTION.

5. EXISTING UNDERGROUND POWER UTILITIES IMPACTED BY THE

PLACEMENT/CONSTRUCTION OF NEW BUILDING SHALL BE

TEMPORARILY REROUTED TO EXISTING FACILITY TO MAINTAIN

CONTINUOUS OPERATIONS.

6. MAINTAIN PROPER DRAINAGE BETWEEN NEW AND OLD BUILDING BY

INSTALLING TEMPORARY GUTTERS AS NEEDED DURING

CONSTRUCTION.

EXISTING FIELD

OFFICE

EXISTING FIRE

WAREHOUSE

EXISTING

LANDSCAPE

EXISTING SHOP

BUILDING

EXISTING

BUILDING

DEMOLITION SEQUENCE 1

DEMOLITION SEQUENCE 2

DEMOLITION SEQUENCE 3

DEMOLITION SEQUENCE 4

SEQUENCE 3

SEQUENCE 2

SEQUENCE 1

SEQUENCE 4

SEQUENCE 4

SEQUENCE 4

SEQUENCE 1

Noe H. Morales 2022.07.11 13:30:50 -06'00'

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

X X X X X X

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

UG

P

U G

P

UGP

UGP

UGP

UGP

UGP

UGP

UGP

U G

P

U G

P

U G

P U

G P

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

UGP

U G

P U

G P

U G

P

U G

P U

G P

U G

P 6'

'S S

6''SS )

UGP

UGP

UGP

UGP

UGP

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

C

TC

TC

TC

TC

TC

3''W 3''W

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UG

P

UG

P

SD

3''W 3''W

3''W 3''W

3/4''W

3' 'W

3' 'W

3' 'W

3' 'W

3' 'W

3' 'W

3' 'W

3''W

X

X

3''W3''W

X

GASGASGAS

GAS

6''SS )

6''SS )

6''SS )

6''SS )

6''SS )

6''SS )

6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )

1-1/2''W1-1/2''W1-1/2''W1-1/2''W1-1/2''W

'S S

6'

'S S

6'

'S S

AS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS GAS

ss ss

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXXXXXXXX

XXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXX

X

XXXXXXXX

OHPOHH

OHPOHOHOOO

OHP

OHP

HPOHPOHP

OHPOHPOHPHPOH

OHPPPOHP

OHPO

OHP

OHP

OHP

OHOHO

G

ASS

G

AS

AS

G

AS

GG

ASSSA

GG

SA

GGGG

AASS

GG

AASSSSA

GG

SSA

GG

SSA

GGGG

ASS

G

AS

G

ASAAS

G

AAS

G

AASSSA

GG

SSA

GG

SA

G

A

GG

AAS

G

AAS

G

AASAAS

G

AASSAA

G

SAA

GG

AASSAA

G

SAA

G

SSA

GG

SASA

GG

SASA

GG

AS

G

AAS

GG

AASSSA

G

A G

SA

GG

AASSSSA

GG

SA

GGGG

AASS

G

ASSSA

GGG

AASSAA

G

SSA

GG

G

AS

G

AAS

G

AAS

G

AASSAA

G

SASA

GG

SSA

GGGG

AS

GG

AAS

GG

AAS

G

AS

GG

AS

GG

AS

G

AASSA

GG

SA

GGGG

AASSA

G

SAA

G

SA

G A

G

SA

G A

G

SAA

G

SAA

G

SAA

G

SAA

G

SAA

G

ASAASA

GGGG

AAS

G

AAS

G

AASSSA

GG

SSA

GG

SSA

G

SS

G

AASSASA

GG

SSA

GG

SSA

GGG

AASS

G

AAS

G

AAS

G

ASSAA

G

SAA

G G

AS

GG

AS

GG

AS

GG

AS

G

AASSAA

G

SSAAAA

GG

SAA

G

SASA

GGGG

ASS

GG

AS

GGGG

AASSS

GG

ASS

GG

ASS

GG

ASS

GG

ASSSA

GG

SSA

GGGG

ASSSAA

GGG

SA

G

S G

A

GG

SA

GG

SA

GG

SSAAAA

GG

SA

G

AS

G

A G

A G

SA

GG

SAA

G

SA

GG

AAASA

GGGG

AS

GG

AS

GG

AASSASA

GG

SAA

G

SAA

GGG

AASS

G

AASSAA

G

SAA

G

SAA

GG

AAS

G

AAS

GG

AAS

G

ASSAA

G

SSA

GG

U G

PP

G

UU

P

G

UU

P

GG

UU

GG

P

GG

P

GG

U P

G U

PP

G

U P

G

UU

G

PPPP

G

UUUU

G

PP

UU

G

PP

UU

G

PP

U

GG

P

UU

G P

U

GG

P

UU

GGGG

PP

G

UU

P G

UUU

GG

P U

GG

P

U

GG

PP

GG

UU

GG

P U

GG

PP

GG

U

P

GG

UU

P

G

UUU

G

PPP

G

PP

U G

P U

G

PPP

G U

G

UUU

PP

G

UUUU

PPP

G P

U G

U P

GG

U

P

GG

UU

GG

U P

GG

P

UU

GGGG

PP

UU

GGGG

PP

U

GG

PP

GG

U

PPPP

GG

UU

PPPP

GGG

U G

UU

PP

GGGG

UU

PPP

GGGG

UU

P

GGG

U

G U

PP

G

UUUU

G

PP

UU

GG

PPPPPPP

GG

UUUUUUUU

GG

PPPP

UU

G

U P

U P

G

PP

UU

G

U P

U P

G

PP

UUUU

GG

PPPP

UUUU

GGGG

PP

UU

G

U P

U P

G

PP

UU

G

U P

U P

G

PP

UU

GGGG

PP

UU

G U

P G

P

GG

PP

U

GG

PP

G

UU

PP

G

UU

PP

GG

UUUU

PP

GG

UUU

G

U

GG

P

UU

GGGG

PP

U G

U

GG

P G

PP

GG

U P

GG

U

P

GG

UUU

GG

P

GG

PP

U

GG

UU

GGGG

PP

UU

GGGG

PPP

GG

U P

GG

U

PP

GGGG

UUUU

PP

GG

UUUU

U G

P

UU

G

PP

UU

G

PP

UUU

G U

P G

PPP

U

GG

P

U

GG

PP

GG

P U

GG

U

PP

GGGG

UU

PP

GGGG

UU

P

GG

UU

GG

P

UUUU

GG

PP

UUUU

GGGG

PP

UU

GGGG

PP

UU

GGGG

PP

U

G U

GG

P

UU

G

PP

GG

UU

PP

GGG

UUUUU

GG

PPPP

GG

UUUU

PP

G

P U

P U

G

UU

PP

G

P U

P U

G

UU

PP

GG

UUUU

PPPP

GG

UU

PP

G

P U

P U

G

UU

PP

G

P U

P U

G

UU

PPPP

GG

UU

PP

G P

U P

U G

UU

PP

GGG

UUU

G P

UU

G

PP

UUUU

GG

PPP

UUUU

GG

PPPPP

GG

U

PP

GGGG

UU

P G

P

GG

U G

UU

GG

P U

GG

P

U

GG

PPP

GG

U P

GGG

U

PP

GGGG

UU

PP

GGGG

UUU

GG

P

U

GG

P

UU

GG

PPPP

UUU

GG

PP

U G

PPPP

G

UU

PPPP

GG

UUUU

PPP

G

P U

G

UUU

P

GG

U P

GG

UU

GG

U

P

GG

P

UU

GGGG

PP

UU

GGGG

PP

U

GG

P

U

GG

PP

G

P

GG

U G

U

PPPP

GG

UUUU

PPPP

GG

U G

U G

UU

P

GGG

UU

P

GG

UU

P

G P

GG

U

PPPP

GG

UUUU

G

U P

U P

G

PP

U

GG

PPPPPPP

GG

UUUUUU

GG

PPPP

UU

G U

P U

P G

PP

UU

G

PP

UUUU

GG

PP

UUU

GGGG

PP

UU

G

U P

U P

G

PP

UU

G

PP

UU

GGGG

P

UU

G

UU

P

G P

U G

P G

PP

U

G

PP

G

UU

PP

GG

UU

PP

GG

UUUUU

GG

P

G P

U

GG

PP

U

G U

GGG

P

GG

U

P

GG

U P

G P

GG

U

G

UUUU

G U

GG

P

G P

UU

GGGG

PP

UU

GGG

PP

GG

U

GG

U

P

GG

UUU

PP

GG

UUUU

U G

PPPP

G

P U

G

UUU

PPPP

GG

UUUU

PP

U G

UUU

P

GG

UU

GG

P

U

GG

P

UU

GGG

P

U

GG

P U

GG

PP

G P

GG

U

G U

PPPP

GG

UUUU

PPP

G U

G U

PP

GGGG

UU

PPP

GGG

UU

P G

P

GG

U G

U

PPPP

GG

UUUUUU

G U

P U

P G

PP

UU

GG

PPPPPPPP

GG

UUUUUUUU

GG

PPPP

UU

G

PP

UU

G U

P U

P G

PP

UUUU

GG

PPPP

UU

GGG

PP

UU

G

PP

UU

G

U P

U P

G

PP

UU

GGGG

PP

UU

G

PPP

GG

UU

GGGG

U

G P

U

GGGG

PPP

G

UU

PP

G

UU

PP

GG

UUUU

PP

GG

UUUUU

G U

GG

P

G P

UU

GGGG

PP

U

G U

GG

P

G

PP

GG

U

P

GG

U P

G P

GG

U

G

UUUU

G U

GG

P

G P

UU

GGGG

PP

UU

GGGG

PPP

GG

U

P

GG

U

PP

GGGG

UUUU

PP

GG

UUUU

U G

P U

PP

UU

P 6'

'S S

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSG

A G

S

6''SSSSSS

UGP

UGP GPPUGPUGUGUGUUUUGUGUGUUUGUGUGUGGGPPUUUUUUGGGGGGPPUUGGPPUUGGUUGGGPGPPPUU

GPGGUGP

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TCTCC

TC

TC

TC

3''W 3''W

UGP

UGP

UGP

UGP

UGP

UGP

U

P U

PGP

U

UGP

UGP

UGPGP

U

UGP

UGP

UGPGP

U

UGP

U

P U

PGP

UG

P

UG

UGUUUG

P

UGUGUGUGUGUGUGGUGGUGUGUGGUUUUU

SD

3''W 3333333

3''W 3''W

3/4''W

3' 'W

WW

WWWW

WWWWW

'WWWWW''3

WWWW'33

WWWW'33

WW

WW

WWWW

WWWW

W'WWWWW

'WWWW

'WWWW

WW

WWW

WW

WWWWW

WW

W

W

WW

WWW

WWWW'33

WWW

W'3

WW

WWWW'33

WW'W3

W

WW

WW

33'

WWWWWW

WWWW

WWW'W

'WW

WW

3'3

WWWWWWW'W33

WW

WWWW'

WW

3'

WW

33'

WWWW

33'

WWWW''WWWW''W3

W

3' 'W

WW

WWWW

WWWW

WW

'WWWWW

W'

WWWW'33

WWWW'33

WW'

WW

WWWW

WWWW

W'WWWWW

'WWWW

'WWWW

WW

WWWW'W

WWW

WWWWWW

WW

W

W

WW

WWWW

WWWW'33

WWW

W'3

WW

WWWW'33

WW'W3

W

WW

WW

33'

WWWWWW

WWWW

WWW'W

'WW

WW

3'3

WWWWWWW''W33

WW

WWWW'

WW

3'

WW

33'

WWWW

33'

WWWW

3'

'W'''WW

3' 'W''W'

3'

'W'WW'W

3'

'WWWW

3'' 'W

3'

'WWWW

3''W

X

3''W3 W3 W3 W3''W TT333 W

6''S6''S'S'S'SSSSSSSSSSS )

6''SS )

6''SS )

6''SS )

6''SS )

S

6''SS )

6666''SS )SS ))SS )''S''S6666'''SS6''SS )6S )SS SS 1-1/2''WW16''SS6''SS661 1WWWWSSSSSSSS

6' 'S

S

SS

SSS

S

SSSSSSSS

SSSSSSSS

SSS

'S

SSSS

S''6

SSSSSS'66

SSSSS'

S

SSSS

S

SS

SSSSSS

'SSSS

SS

S'SSS

SS

'SSSS

S

'SSSS

SS

S

SS'

S

SSSSSSSSSSSS

SSS'SS

S

'SSS

SSSSSS'SS

S

SSSS

SSS

SSSSSS

SSSSS'S

SSSSSSS'6

SSSSSSS

6'

SS

6'

SSSS

S

SS SSSSSS'6

SSSSS

SSS

6'

S

SSSSSS

66'6

SSSSSSSS

SSSSSSSS

SSSS

SSSSSS'

SSS'S

'SS

SSS

SSSSSSSS

S

SSSSS

SSSSSSS''66

SSSSSS''666

S

S

S

' S6'

SSSSSS

S

6'

SSSSSSSS

6'

'S S

6'

'S S

S

SS

6'

'S

ASSAASSASASSAASSSSSSSASASASSASSASASSSAASSSASASSSSASSASSSSSSASSASSASSSSASSAASASSSASSSASSASASSASASSSSSASASAASSSAASSSASSASSASSASSSSSASASSASASSSASSSSSASASSASASSSASSASASAS

SSsSSSSSss ssss666ssss

X X

X X

XXXXXXXXX

XX

X

XX

OHP

OHP

OH

U G

P

XX

S

GAS

GASAAAGAAGAGASAGASAASAASSASAASAS

GAGAGAGAGGAGG

SASAAASAAASAGAGAGAGAGAGAGAGGGAAS

GGAGAAS

GASSSASAAGAGG

SSAAS

G

S

GAAGGAAAAGAG

SASASS

GGGGAAAAAASS

GGGAAAAAASSSAAAG

SAAAGAS

GAASSAAAAAASS

GAAG

SSASAAAGAAGAGGASAG

SAAAAAGAAGASSAAAAAAGGAGAGASAASAAAAGAAGAG

SASAAAGAGAGGGAAS

GAS

GAAAAASAAAGGGGAGAAAAAAAASAASSASAAAS

GAGAAGAAGGGGGGGGAGAAAAAASSS

GGGAGAAAAASSSS

GAGAGAGAAGAS

GGAGGGGGAGAAAAGAGASAS

GGAAAAGAGASASASSSAAAAAAAS

G

S

GAGAAGGGGAGAGAAGAASS

GGGAAAASSSS

GGGAGAAAASSSSSASSSASASASASASASASAS

GAAG

S

GGAGAGASAS

GAGAGAGASASSAASASAS

GAGAGAGAGAGAGG

SASAAGAGAGGGAS

GAGASAASASAAS

GAAS

GGAGAASASASASASASS

GGGAAAASASASASSS

GAGAGASASASASASAAAS

GAG

S

GAAS

GGGGGAASAASASS

GGAGAAASASASASASASASASASSS

GAS

GAASASASASSASSSSASASAAGAGG

SSASASASAS

GAGAAGAG

SAASASASAS

GAGAGAGAGAGGGG

ASASAGAS

GAGAGAASASASASAAAASASASASASASAS

GAGAAGAAGAGAGAGAGGGAGAGAAAGAGAGAAGAAAGAAGAAGAGAAGAAGAGAAGAAGAGAGAGAAGAGAGGGGGGGAGGAGGGGGGGGGGGGGGGGGGGGGGGGGGAGAGAGAGGGGGGAGAGAGAS

GAAGGAGAGGGGGAGGAGGAGAGAAGAGGGAAAAGGAAGAGAS

GAGAS

GAGAS

GAAGG

S

GASS

GASSSSAS

GAS

X X

X

X X

X X

XX

X X

X X X X X X

X

X

X

X

X

DEMOLITION KEYNOTES SEQUENCE 1

1. DEMOLISH ASPHALT, CURB, CURB STOPS, AND OTHER ASSOCIATED

ITEMS, TYP. SAWCUT EXISTING PAVEMENT AT LIMITS OF DEMOLITION.

2. DEMOLISH CONCRETE SIDEWALK.

3. DEMOLISH LANDSCAPE.

4. DEMOLISH TREE/SHRUB, TYP.

5. DEMOLISH UNDERGROUND POWER SERVICE AND TEMPORARY

RELOCATE.

6. DEMOLISH MAIN WATER LINE TO THE REDUCER POINT AND

RELOCATE. SEE UTILITY PLAN SHEET C107.

7. DEMOLISH STORM DRAIN LINE AND CATCH BASIN.

8. DEMOLISH FLAG POLE AND RELOCATE. SEE SHEET C103.

9. REMOVE CATCH BASIN.

10. REMOVE SIGN AND RELOCATE. SEE SHEET C103.

11. DEMOLISH FIRE HYDRANT AND RELOCATE. SEE SHEET C107.

12. REMOVE EXISTING SHEDS AND DEMOLISH LANDSCAPE FOR NEW

ROAD.

13. REMOVE EXISTING GATE AND ADJUST FENCE AFTER NEW GATES ARE

OPERATIONAL.

14. RETAIN AND PROTECT MEMORIAL TREE.

DEMOLITION NOTES

1. SEE SHEET C102 FOR GENERAL DEMOLITION NOTES.

CONSTRUCTION KEYNOTES SEQUENCE 1

1. CONSTRUCT NEW ROADWAY TO ALLOW ACCESS TO PARKING AREA

DURING CONSTRUCTION.

2. MAINTAIN PARKING FOR GOVERNMENT OPERATIONS DURING

CONSTRUCTION OF SEQUENCE 1.

3. MAINTAIN ACCESS TO SITE THROUGHOUT CONSTRUCTION AND

IMPROVEMENTS TO THE ROAD.

4. PROVIDE TEMPORARY CONSTRUCTION FENCING AND GATES TO

PROTECT PERSONNEL.

5. TEMPORARY LAYDOWN/PARKING AREAS FOR CONSTRUCTION

CONTRACTOR.

6. MAINTAIN EXISTING BUILDING EGRESS ROUTES.

7. PROVIDE TEMPORARY WALKWAY/PATHWAY FROM PARKING AREA.

EXISTING FIELD

OFFICE

PROPOSED BUILDING FOOTPRINT

FOR REFERENCE ONLY

EXISTING ACCESS

AND VEHICLE GATE

EXISTING FIRE

WAREHOUSE

EXISTING

LANDSCAPE

EXISTING SHOP

BUILDING

EXISTING

BUILDING

EXISTING

PARKING LOT

LEGEND

DEMOLISH EXISTING PAVEMENT IMPROVEMENTS

DEMOLISH EXISTING LANDSCAPE IMPROVEMENTS

DEMOLISH EXISTING CONCRETE WALK IMPROVEMENTS

DEMOLISH EXISTING UNDERGROUND IMPROVEMENTS

CONSTRUCTION FENCE

X

Noe H. Morales 2022.07.11 13:31:44 -06'00'