W912PL-18-R-0042_GeneralInstructionBuilding_Drawings.pdf

PDF 35 MB Posted May 14, 2018

Attached to: General Instruction Building Federal contract opportunity
Solicitation number: W912PL-18-R-0042
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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W912PL-18-R-0042 Drawings

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File	Type	Posted
W912PL-18-R-0042_Amendment0005.pdf	PDF	Jul 6, 2018
W912PL-18-R-0042_Amendment0004.pdf	PDF	Jun 26, 2018
W912PL-18-R-0042_Amendment0003.pdf	PDF	Jun 22, 2018
W912PL-18-R-0042_Amendment0002.pdf	PDF	Jun 11, 2018
W912PL-18-R-0042_Amendment0001.pdf	PDF	May 23, 2018
DMAFB_Design_Compatibility_Guidelines_2017.pdf	PDF	May 22, 2018
Copy_of_Special_Event_EAL_Sample_2015_(3)_-_Copy.xls	XLS spreadsheet	May 22, 2018
W912PL-18-R-0042_GeneralInstructionBuilding_Specifications.pdf	PDF	May 14, 2018

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SHEET

IDENTIFICATION

D ra w in g C od e:

D es ig ne d by

Sp ec

N o.

D es ig n

Fi le

N o.

D ra w n by

O F

O R

O F

D O

-1

-8

Ap p r ov ed

F u n ct io na l A de qu ac y:

Ap pr ov ed

Pr ep ar ed

U nd e r th e D ire c t io n of

Pr ep ar ed b y:

T D

N B

C H

US Army Corps of Engineers Sacramento District

C hi ef , D es ig n Br an ch

C hi ef , E ng in ee rg in g

D iv is io n

C hi ef , P ho en ix V er tic al D es ig n Se ct io n D at e:

C ol

C or ps o f E ng in ee rs

US Army Corps of Engineers ®

/s / S co tt

Ti nc he r, P.

/s / C

G G

D at e:

/s / R ic k

Po ep pe lm an , P

D at e:

. R

, P .E

1 2 3 4

DISTRIBUTION STATEMENT D

Distribution authorized to the DoD and U.S. DoD contractors only; Specific Authority (identification of valid documented authority); 8 DEC 2010. Other requests for this document will be referred to The Sacramento District, U.S.

Army Corps of Engineers Contracting Division.

I Z O

N A

E R

C T

B U

D I

V I S-

M O

H A

D es ig n

H U

G-001

C O

GENERAL INSTRUCTION BUILDING

(GIB) DAVIS-MONTHAN AFB

TUCSON, ARIZONA

SPEC NO: 2128 SP

N O

: 2

100% Design April 04, 2018

-M

O N

C . G

GDAVIS-MONTHAN AFB

-0

FOR BID

DFN 232-25-0537

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

N U

1 2 3 4 5

G-002

F D

R A W

A L

R U

O N

B U

I N G

- M O

S A

C R

U S

D E P

T O

M Y

, C A

C . G

H U

/s / D

S L

M . B

100% Design

K D

N D

INDEX - GENERAL DRAWINGS

SHEET

NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 INDEX OF DRAWINGS

G-005 GENERAL NOTES, ABBREVIATIONS

G-121 LIFE SAFETY ANALYSIS

G-122 LIFE SAFETY PLAN SECOND FLOOR

INDEX - ARCHITECTURE DRAWINGS

SHEET

NUMBER SHEET TITLE

A-121 OVERALL FIRST FLOOR PLAN

A-121A FIRST FLOOR ZONE A

A-121B FIRST FLOOR ZONE B

A-121C FIRST FLOOR ZONE C

A-122 OVERALL SECOND FLOOR PLAN

A-122B SECOND FLOOR ZONE B

A-122C SECOND FLOOR ZONE C

A-123 ROOF PLAN

A-131A REFLECTED CEILING PLAN

A-131B REFLECTED CEILING PLAN

A-131C REFLECTED CEILING PLAN

A-132B REFLECTED CEILING PLAN

A-132C REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-203 ENLARGED EXTERIOR ELEVATIONS

A-204 ENLARGED EXTERIOR ELEVATIONS

A-301 BUILDING LONGITUDINAL SECTION

A-302 BUILDING CROSS SECTION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED FLOOR PLANS

A-402 SECURE VTC PLAN, SECTIONS AND DETAILS

A-403 ENLARGED STAIR PLANS

A-404 STAIR AND ELEVATOR SECTIONS

A-405 ENLARGED STAIR SECTION

A-406 RAISED FLOOR LOCATIONS

A-407 ENLARGED AUDITORIUM PLAN

A-420 LATRINE ELEVATIONS

A-421 KITCHEN ELEVATIONS

A-501 INTERIOR PLAN DETAILS

A-502 TROPHY CASE DETAILS

A-503 CELL PHONE LOCKERS

A-504 INTERIOR PLAN DETAILS

A-505 GENERAL INTERIOR WALL DETAILS

A-508 OPERABLE WALL DETAILS

A-509 OPERABLE WALL DETAILS

A-510 CEILING DETAILS

A-511 CEILING DETAILS

A-512 SOFFIT DETAILS

A-520 MILLWORK DETAILS

A-521 METAL WALL PANEL DETAILS

A-530 ROOF DETAILS

A-531 ROOF DETAILS

A-532 ROOF DETAILS

A-533 CANOPY ROOF

A-541 SITE DETAILS

A-543 AIR BARRIER DETAILS

A-544 SEALANT DETAILS

A-545 WALL DETAILS

A-546 WALL SECTION DETAILS

A-547 EXTERIOR METAL PANEL DETAILS

A-548 EXTERIOR METAL PANELS CONTINUED

A-550 STAIR DETAILS

A-551 LADDER DETAILS

A-560 LATRINE DETAILS

A-561 LATRINE DETAILS

A-590 PARTITION ASSEMBLIES

A-591 PARTITION ASSEMBLIES

A-592 PARTITION PENETRATIONS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

A-610 ALUMINUM FRAME DETAILS

A-620 DOOR DETAILS

A-621 WINDOW DETAILS

A-622 LOUVER DETAILS

A-623 COILING DOOR DETAILS

A-624 DOOR SILL DETAILS

A-625 CURTAIN WALL DETAILS

A-630 SIGN SCHEDULE

A-640 SIGN DETAILS

A-641 SIGN TYPES

A-642 SIGN TYPES

A-650 EXTERIOR COLOR SCHEDULE

A-801 PERSPECTIVE VIEWS

A-901 RENDERING

INDEX - CIVIL DRAWINGS

SHEET

NUMBER SHEET TITLE

C-001 PROJECT LOCATION, SITE MAP, & GENERAL CIVIL NOTES

C-101 HORIZONTAL CONTROL PLAN

C-102 GRADING PLAN

C-103 UTILITY PLAN

C-104 SITE STRIPING PLAN

C-105 SUNGLOW RESTRIPING PLAN

C-201 SITE SECTIONS

C-202 PROFILES

C-203 UTILITY PROFILES

C-204 WATER LINE PROFILES

C-401 CONCRETE JOINT PLAN

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

C-505 CIVIL DETAILS

C-506 CIVIL DETAILS

C-507 CIVIL DETAILS

INDEX - SURVEY DRAWINGS

SHEET

NUMBER SHEET TITLE

B-101 SUBSURFACE EXPLORATION MAP

V-101 TOPOGRAPHIC FIELD SURVEY

INDEX - LANDSCAPE DRAWINGS

SHEET

NUMBER SHEET TITLE

L-101 OVERALL LANDSCAPE SITE PLAN

L-102 PLANTING SCHEDULE

L-103 LANDSCAPE SHEET LAYOUT

L-411 PLANTING PLAN I

L-412 PLANTING PLAN II

L-413 PLANTING PLAN III

L-414 PLANTING PLAN IV

L-415 PLANTING PLAN V

L-416 PLANTING PLAN VI

L-417 PLANTING PLAN VII

L-418 PLANTING PLAN IIX

L-419 PLANTING PLAN IX

L-420 PLANTING PLAN X

L-551 LANDSCAPE DETAILS SHEET 1

L-552 LANDSCAPE DETAILS SHEET 2

L-553 LANDSCAPE DETAILS SHEET 3

L-554 LANDSCAPE DETAILS SHEET 4

L-555 LANDSCAPE DETAILS SHEET 5

INDEX - STRUCTURAL DRAWINGS

SHEET

NUMBER SHEET TITLE

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

S-101 FOUNDATION PLAN ZONE A

S-102 FOUNDATION PLAN ZONE B

S-103 FOUNDATION PLAN ZONE C

S-104 PARTIAL ROOF FRAMING PLAN ZONE A

S-105 PARTIAL 2ND FLOOR FRAMING PLAN - ZONE B

S-106 PARTIAL 2ND FLOOR FRAMING PLAN - ZONE C

S-107 ROOF FRAMING PLAN ZONE B

S-108 PARTIAL ROOF FRAMING PLAN ZONE C

S-501 TYPICAL STEEL FRAMING & DECK DETAILS

S-502 TYPICAL CONCRETE DETAILS

S-503 TYPICAL CONCRETE AND EXCAVATION DETAILS

S-504 TYPICAL COLD-FORMED FRAMING DETAILS

S-505 FOLDING PARTITION DETAILS

S-506 ELEVATOR PIT PLAN AND SECTION

S-507 MECHANICAL YARD DETAILS

S-510 FOUNDATION DETAILS

S-511 FRAMING DETAILS I

S-512 FRAMING DETAILS II

S-513 FRAMING DETAILS III

S-514 FRAMING DETAILS IV

S-515 AUDITORIUM FOUNDATION, FRAMING SECTIONS & DETAILS

S-516 CANOPY FRAMING SECTION & DETAILS

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

N U

1 2 3 4 5

G-003

F D

R A W

A L

R U

O N

B U

I N G

- M O

S A

C R

U S

D E P

T O

M Y

, C A

C . G

H U

/s / D

S L

M . B

100% Design

INDEX - COMMUNICATIONS DRAWINGS

SHEET

NUMBER SHEET TITLE

T-100 TELECOM SITE PLAN

T-101 TELECOM PLAN -LEVEL 1- EAST

T-102 TELECOM PLAN -LEVEL 1 -NORTH_A

T-103 TELECOM PLAN -LEVEL 1 -NORTH_B

T-104 TELECOM PLAN -LEVEL 2 - NORTH_A

T-105 TELECOM PLAN -LEVEL 2 - NORTH_B

T-501 TELECOM DETAILS

T-502 TELECOM DETAILS

T-601 MAIN TELECOM ROOM LAYOUT

T-602 TYPICAL TELECOM ROOM LAYOUT (NIPER)

T-603 TYPIVAL TELECOM ROOM LAYOUT (SIPER)

T-604 TELECOM ROOM 175 AND ROOM 136

T-605 TELECOM RACKS SERVER ROOM 144

T-606 COMMUNICATION RISER

TY-101 SECURITY PLAN -LEVEL 1- EAST

TY-102 SECURITY PLAN -LEVEL 1 -NORTH_A

TY-103 SECURITY PLAN -LEVEL 1 -NORTH_B

TY-104 SECURITY PLAN -LEVEL 2 - NORTH_A

TY-105 SECURITY PLAN -LEVEL 2 - NORTH_B

TY-501 SYSTEMS DETAIL

TY-502 SYSTEM RISER

TY-503 SYSTEM RISER

INDEX - ELECTRICAL DRAWINGS

SHEET

NUMBER SHEET TITLE

E-001 LEGEND AND ABBREVIATIONS

E-100 ELECTRICAL SITE PLAN

E-101 LIGHTING PLAN -LEVEL 1- EAST

E-103 LIGHTING PLAN - LEVEL 1 - NORTH_B

E-104 LIGHTING PLAN -LEVEL 2 - NORTH_A

E-105 LIGHTING PLAN -LEVEL 2 - NORTH_B

E-106 PARKING LOT LIGHTING CIRCUITS

E-110 POWER PLAN -LEVEL 1- EAST

E-111 POWER PLAN -LEVEL 1 -NORTH_A

E-112 POWER PLAN -LEVEL 1 -NORTH_B

E-113 POWER PLAN -LEVEL 2 - NORTH_A

E-114 POWER PLAN -LEVEL 2 - NORTH_B

E-400 ENLARGED PLAN

E-501 LIGHTING SCHEDULES & DETAILS

E-502 LIGHTING DIMMING DETAILS

E-503 LIGHTING CONTROL DIAGRAMS

E-504 DUCT BANK

E-505 MV SECTIONALIZER AND USP DIAGRAM

E-601 ONE-LINE DIAGRAMS AND PANEL SCHEDULE

E-602 PANEL SCHEDULE

E-603 PANEL SCHEDULE

E-604 PANEL SCHEDULE

E-605 PANEL SCHEDULE

E-606 PANEL SCHEDULE

E-607 PANEL SCHEDULE

E-608 PANEL SCHEDULE

E-609 CIRCUIT SCHEDULE

E-610 CIRCUIT SCHEDULE

E-611 CIRCUIT SCHEDULE

E-612 CIRCUIT SCHEDULE

E-613 CIRCUIT SCHEDULE

EG-101 GROUNDING DIAGRAM

EG-102 LIGHTNING PROTECTION PLAN

EG-103 GROUNDING DETAILS

EG-104 UTILITY TRANSFORMER GROUNDING

EG-105 INDOOR GROUNDING SYSTEM

K D

N D

INDEX - PLUMBING DRAWINGS

SHEET

NUMBER SHEET TITLE

P-001 PLUMBING LEGEND

P-101 PLUMBING FIRST FLOOR PLAN

P-102 PLUMBING SECOND FLOOR PLAN

P-103 PLUMBING ROOF PLAN

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-403 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRIC DIAGRAMS

INDEX - SECURITY DRAWINGS_

SHEET

NUMBER SHEET TITLE

TY-101 SECURITY PLAN -LEVEL 1- EAST

TY-102 SECURITY PLAN -LEVEL 1 -NORTH_A

TY-103 SECURITY PLAN -LEVEL 1 -NORTH_B

TY-104 SECURITY PLAN -LEVEL 2 - NORTH_A

TY-105 SECURITY PLAN -LEVEL 2 - NORTH_B

TY-501 SYSTEMS DETAIL

TY-502 SYSTEM RISER

TY-503 SYSTEM RISER

INDEX - MECHANICAL DRAWINGS

SHEET

NUMBER SHEET TITLE

M-001 HVAC LEGEND

M-121A HVAC FIRST FLOOR PLAN - ZONE A

M-121B HVAC FIRST FLOOR PLAN - ZONE B

M-121C HVAC FIRST FLOOR PLAN - ZONE C

M-122B HVAC SECOND FLOOR PLAN - ZONE B

M-122C HVAC SECOND FLOOR PLAN - ZONE C

M-131A HVAC FIRST FLOOR HYDRONIC PLAN - ZONE A

M-131B HVAC FIRST FLOOR HYDRONIC PLAN - ZONE B

M-131C HVAC FIRST FLOOR HYDRONIC PLAN - ZONE C

M-132A HVAC SECOND FLOOR HYDRONIC PLAN - ZONE B

M-132B HVAC SECOND FLOOR HYDRONIC PLAN - ZONE C

M-141 HVAC FIRST FLOOR REFRIGERANT PLAN

M-301 MECHANICAL SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-505 HVAC DETAILS

M-506 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-604 HVAC SCHEDULES

M-801 HVAC CONTROLS ABBREVIATIONS AND ACRONYMS

M-802 POINT SCHEDULE INSTRUCTIONS

M-803 SCHEDULING SEQUENCE

M-804 AHU-1 & 2 CONTROL SCHEMATIC

M-805 AHU LADDER DIAGRAM

M-806 AHU-1 & 2 CONTROL LOGIC DIAGRAM

M-807 AHU-1 & 2 SEQUENCE OF OPERATION

M-808 AHU SCHEDULES

M-809 AHU-1 & 2 POINT SCHEDULE

M-810 AHU-3 CONTROL SCHEMATIC

M-811 AHU-3 CONTROL LOGIC DIAGRAM

M-812 AHU-3 POINT SCHEDULE

M-813 VAV TERMINAL CONTROL LOGIC DIAGRAM

M-814 VAV TERMINAL CONTROLS

M-815 VAV TERMINAL POINT SCHEDULES

M-816 HYDRONIC HEATING CONTROL SCHEMATIC

M-817 HYDRONIC HEATING LADDER DIAGRAM & CONTROL LOGIC DIAGRAM

M-818 HYDRONIC HEATING POINT SCHEDULE & SEQUENCE OF OPERATION

M-819 CHILLED WATER CONTROL SCHEMATIC

M-820 CHILLED WATER CONTROL LOGIC DIAGRAM

M-821 CHILLED WTER POINT SCHEDULE & SEQUENCE OF OPERATION

M-822 ROOM CONTROLS

INDEX - INTERIOR DESIGN DRAWINGS

SHEET

NUMBER SHEET TITLE

I-101 OVERALL FIRST FLOOR FINISH PLAN

I-102 FIRST FLOOR FINISH PLAN ZONE A

I-103 FIRST FLOOR FINISH PLAN ZONE B

I-104 FIRST FLOOR FINISH PLAN ZONE C

I-105 OVERALL SECOND FLOOR FINISH PLAN

I-106 SECOND FLOOR FINISH PLAN ZONE B

I-107 SECOND FLOOR FINISH PLAN ZONE C

I-410 WALL TILE PATTERNS - 1ST FLOOR LATRINES

I-411 WALL TILE PATTERNS - 2ND FLOOR LATRINES

I-412 ACOUSTICAL WALL PANEL PATTERNS - AUDITORIUM

I-413 MULTI-PURPOSE CONFERENCE RM. 103 - ENLARGED FLOOR PLAN

I-414 CLASSROOMS 201 & 205 - ENLARGED FLOOR PLANS

I-580 WALL DETAILS

I-610 FIRST FLOOR INTERIOR FINISH/COLOR SCHEDULE

I-611 FIRST FLOOR INTERIOR FINISH/COLOR SCHEDULE CONTINUED

I-612 SECOND FLOOR INTERIOR FINISH/COLOR SCHEDULE

IF-101 OVERALL FIRST FLOOR FURNITURE PLAN

IF-102 FIRST FLOOR FURNITURE PLAN ZONE A

IF-103 FIRST FLOOR FURNITURE PLAN ZONE B

IF-104 FIRST FLOOR FURNITURE PLAN ZONE C

IF-105 OVERALL SECOND FLOOR FURNITURE PLAN

IF-106 SECOND FLOOR FURNITURE PLAN ZONE B

IF-107 SECOND FLOOR FURNITURE PLAN ZONE C

INDEX - FIRE ALARM AND FIRE PROTECTION DRAWINGS

SHEET

NUMBER SHEET TITLE

F-001 FIRE PROTECTION KEY NOTES

F-121A FIRE PROTECTION FIRST FLOOR PLAN - ZONE A

F-121B FIRE PROTECTION FIRST FLOOR PLAN - ZONE B

F-121C FIRE PROTECTION FIRST FLOOR PLAN - ZONE C

F-122B FIRE PROTECTION SECOND FLOOR PLAN - ZONE B

F-122C FIRE PROTECTION SECOND FLOOR PLAN - ZONE C

F-131 FIRE PUMP ROOM - don't use F-132 FIRE PUMP ROOM 3D VIEW - don't use F-134 FIRE PUMP ROOM SECTION - don't use

F-501 FIRE PROTECTION DETAILS

F-502 FIRE PROTECTION DETAILS - Don't use F-601 FIRE PROTECTION SCHEDULES - Don't use

FA-101 FIRE ALARM / MNS PLAN 1ST FLOOR - NORTH (A)

FA-102 FIRE ALARM/MNS PLAN 1ST FLOOR - NORTH (B)

FA-103 FIRE ALARM/MNS PLAN 1ST FLOOR - EAST (C)

FA-104 FIRE ALARM/MNS PLAN 2ND FLOOR - NORTH (B)

FA-105 FIRE ALARM/MNS PLAN 2ND FLOOR - EAST (C)

FA-501 FIRE ALARM / MNS SYSTEM MATRIX

FA-601 FIRE ALARM/MNS SYSTEM DIAGRAM

FA-602 FIRE ALARM GRAPHIC ANNUNCIATOR

DRAWING ABBREVIATIONS INDEX OF DRAWINGS

LEGEND

NUMBERING SYSTEM:

A-121C

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

KEY PLAN REFERENCE

(FLOOR PLANS ONLY)

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

CEILING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

0 GRID / COLUMN

LINE DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

EXIT LIGHT

WALL TYPE

WINDOW TYPE

Room name

ROOM NAME/NUMBER

REVISION TAG

PLAN NORTH

NORTH ARROW w/

TRUE NORTH INDICATION

H -------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

2' x 2' ACT CEILING

4' x 4' ACT CEILING

EGRESS ROUTE ID

AND SECTION

LENGTH

1 HR FIRE

S S S

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

GYP. BD. CEILING

1' x 1' ACT CEILING

2 X 4 LIGHT FIXTURE

2 x 2 LIGHT FIXTURE

SUSP. FLUORESCENT LIGHT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

Room Rm_Occupancy

EGRESS :Egress_ID Egress_Length

ROOM OCCUPANCY &

AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT, DETAIL

SPOT ELEVATION

Name Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A SHEET KEYNOTE

A101

Ref

R ef

Ref

R ef

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

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1 2 3 4 5

G-005

N O

T E S, A B B

O N

A L

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, C A

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100% Design

K D

N D

INSTRCT. OFFICE

DOC

SUPER.

LOG. SUPPORT

SERVER

INSTRCT. OFFICE

SUPER

COMM

MULTI-PURPOSE CONF

MECH

LOG. OPS STORAGE

SPECIAL WORKSHOP

TRAINING AID STORAGE

TRANS. STORAGE

LOADING DOCK

ELEC.

STAFF BREAK ROOM

RECYCLE

CORRIDOR

AUDITORIUM

COMP. MAINT. WORKSHOP

IT STAFF SUPPORT

SECURE VTC ROOM

DEP CMD

MSO TRAIN DIR

STOR.

COURSE DIR.

NCOIC

SECUR.

BUDGET

CONTR. SITE LEAD

LOG. LEAD

S-ICF

INSTRUCTOR'S BULL PEN

STOR

M. LATRINE

LOBBY

ELEV MECH

JAN

F. LATRINE

JWICS COMM

IT LEAD

COPY

COPY NOOK

SECURE COMM

COMM

INSTRCT. OFFICE

CORRIDOR

STAIR 1

STAIR 2

197VEST

CORRIDOR

MAN TRAP

66' TD

61'

37'

(> 1/3 DIAGONAL)

17 P 17 P

132 P

7 P

29 P 29 P

168' TD

' T

46' CPT

68' TD

218 P

T D

' D

SMOKE PARTITION (NON-RATED)

1 HR RATED FIRE BARRIER

9 P CALCULATED OCCUPANT LOAD

EXIT SIGN (SHADED REGION

INDICATES FACE)

EXIT SIGN WITH DIRECTIONAL

ARROW

REMOTE POINT

TERMINATION OF MEASUREMENT

TOTAL DISTANCE FROM

REMOTE POINTXXX'

FE FIRE EXTINGUISHER

LIFE SAFETY LEGEND

ASSIGNED OCCUPANT LOAD

CAPACITY OF EGRESS

COMPONENT

HATCHED AREA REPRESENTS ASSEMBLY

OCCUPANCY (ACCESSORY). AREAS NOT

HATCHED ARE BUSINESS OCCUPANCY

STRIPED REGIONS REPRESENT AREAS OF

NON-SIMULTANEOUS OCCUPANCY

PROJECT CODE ANALYSIS

PROJECT LOCATION: DAVIS-MONTHAN AFB

TUCSON, AZ

PROJECT TITLE: GENERAL INSTRUCTION BUILDING

SCOPE OF WORK: CONSTRUCT TWO STORY, MIXED OCCUPANCY BUILDING OF

TYPE II (000) CONSTRUCTION.

BUILDING WILL BE FULLY SPRINKLERED

APPLICABLE CODES:

INTERNATIONAL BUILDING CODE (IBC) - 2015

NFPA 101, LIFE SAFETY CODE - 2015

NFPA 1, FIRE CODE - 2015

ASCE 7-10

UFC 1-200-01

UFC 3-600-01

OCCUPANCY GROUPS:

BUSINESS - B (IBC)

ASSEMBLY (X4 - 300 PEOPLE OR LESS) - A-3 (IBC)

BUILDING IS TREATED AS A MIXED (NON-SEPARATED) OCCUPANCY UNDER NFPA

101.

BUILDING IS TREATED AS A SINGLE OCCUPANCY (BUSINESS-B) UNDER IBC; A-3

OCCUPANCY IS ACCESSORY.

CONSTRUCTION TYPE:

TYPE II (000) PER NFPA 220

TYPE 2B PER IBC

EXTERIOR BEARING WALLS * 0 HOUR

INTERIOR BEARING WALLS 0 HOUR

COLUMNS 0 HOUR

BEAMS, GIRDERS, TRUSSES, ARCHES 0 HOUR

FLOOR CEILING ASSEMBLIES 0 HOUR

ROOF CEILING ASSEMBLY 0 HOUR

INTERIOR NON-BEARING WALLS 0 HOUR

EXTERIOR NON-BEARING WALLS 0 HOUR

* FIRE SEPARATION DISTANCE IS > 30 FEET. PER IBC TABLE 602.2, REQUIRED FIRE

RESISTANCE RATING IS 0 HOURS

BUILDING HEIGHT AND AREA (IBC)

ALLOWABLE HEIGHT: ACTUAL HEIGHT

B-OCCUPANCY 75 FEET 36 FEET

A-3 OCCUPANCY 75 FEET

ALLOWABLE AREA:

LEVEL 1 AGGREGATE AREA 36,353 SF

A-3 OCCUPANCY AGGREGATE AREA 2,651 SF

A-3 ALLOWABLE AREA FOR

NON-SPRINKLERED 9,500 SF

ACTUAL AREA OF A-3 OCCUPANCY IS LESS THAN 10% OF

AGGREGATE AREA OF LEVEL 1 AND IS ALSO LESS THAN THE

TABULAR AREA OF T506.2 FOR NON-SPRINKLERED OCCUPANCY.

AS SUCH, A-3 OCCUPANCY IS ACCESSORY. (508.2)

ALLOWABLE AREA FOR B OCCUPANCY 184,000 SF (506.2.3)

ACTUAL AREA OF BUILDING 36,353 SF

EGRESS REQUIREMENTS:

NUMBER OF EXITS REQUIRED PROVIDED

LEVEL 1 3 5

LEVEL 2 2 2

OCCUPANT LOAD

LEVEL 1 619

LEVEL 2 246

EXIT CAPACITY

LEVEL 1 1,020

LEVEL 2 317

ACTUAL PERMITTED

TRAVEL DISTANCE 142 300 FT (BUSINESS)

250 FT (ASSEMBLY)

COMMON PATH OF 81 FT 100 FT (BUSINESS)

TRAVEL 0 FT 20 FT (ASSEMBLY)

DEAD END 36 FT 50 FT (BUSINESS)

0 FT 20 FT (ASSEMBLY)

INTERIOR WALL AND CEILING FINISH

EXIT ENCLOSURES CLASS B

ALL OTHER AREAS CLASS C

INTERIOR FLOOR FINISH

ALL AREAS CLASS II

NOTE: PERFORMANCE DOCUMENTATION FOR INTERIOR WALL AND

CEILING FINISH COMPRISED, IN WHOLE OR IN PART, OF TEXTILE,

VINYL, CELLULAR OR FOAMED PLASTIC, LIGHT-TRANSMITTING

PLASTICS, POLYPROPYLENE, OR HIGH DENSITY POLYETHYLENE

(HDPE) SHALL BE SUBMITTED TO THE AHJ FOR REVIEW PRIOR TO

INSTALLATION.

FIRE SUPPRESSION

FIRE SPRINKLER: BUILDING WILL IS FULLY SPRINKLERED IN

ACCORDANCE WITH UFC 3-600-01 AND

NFPA 13 (2016)

FIRE EXTINGUISHERS: FIRE EXTINGUISHERS SHALL BE

PROVIDED THROUGHOUT, IN

ACCORDANCE WITH NFPA 10 (2013)

FIRE ALARM AND DETECTION: A FIRE ALARM SYSTEM WILL BE

PROVIDED IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 72.

MASS NOTIFICATION (MNS): MASS NOTIFICATION SHALL BE

PROVIDED IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 72.

MNS SHALL BE INTEGRATED WITH THE EXISTING BASE MNS

SYSTEM.

CALCULATED OCCUPANT LOAD - LEVEL 1

AREA (SF) OLF (SF/PER) # PERSONS

BUSINESS (HIGH CONCENTRATION) 11,845 50 204

BUSINESS 21,857 100 218

AUDITORIUM -- FIXED 139

CONFERENCE RM 870 15 58

TOTAL 619

US Army Corps of Engineers ®

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U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

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1 2 3 4 5

G-121

R L I

A F

A L

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, C A

C . G

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N U

Pr oj ec tC od e_

Ar ch

_C en tra l

100% DESIGN

K D

N D

1/16" = 1'-0"G-121

1 LEVEL 1 - LIFE SAFETY PLAN 50'0 10' 30'

1/16"=1'-0" GRAPHIC SCALE

10'

PLAN NORTH

NOTE: FURNITURE SHOWN FOR REFERENCE ONLY

TEAM ROOM

COPY ROOM

222STUDENT BREAK ROOM

ELEC

COMM

MECH

INTVIEW ROOM

208INTVIEW ROOM

INTVIEW ROOM

CLASSROOM

INTVIEW ROOM

CLASSROOM

FEMALE

MALE

JAN

STAIR 2

STAIR 1

CORRIDOR

88 P

90 P 29 P

8 P

9 P

NON-SIMULTANEOUS

OCCUPANCY

9 P 9 P 9 P 9 P 9 P 10 P

9 P 9 P 9 P 9 P 9 P

8 P 8 P 8 P 8 P 8 P 8 P 8 P

68 P

3' - 10"

3' - 8"

2' - 10"

4' - 9"

4' - 8"

63'

24' - 7"

( > 1/3 DIAGONAL)

64'

35'

( > 1/3 DIAGONAL)

81' CPT

135' TD

98' CPT

NON-SIMULTANEOUS

OCCUPANCY

NON-SIMULTANEOUS

OCCUPANCY

FE YY

SMOKE PARTITION (NON-RATED)

1 HR RATED FIRE BARRIER

9 P CALCULATED OCCUPANT LOAD

EXIT SIGN (SHADED REGION

INDICATES FACE)

EXIT SIGN WITH DIRECTIONAL

ARROW

REMOTE POINT

TERMINATION OF MEASUREMENT

TOTAL DISTANCE FROM

REMOTE POINTXXX'

FE FIRE EXTINGUISHER

LIFE SAFETY LEGEND

ASSIGNED OCCUPANT LOAD

CAPACITY OF EGRESS

COMPONENT

HATCHED AREA REPRESENTS ASSEMBLY

OCCUPANCY (ACCESSORY). AREAS NOT

HATCHED ARE BUSINESS OCCUPANCY

STRIPED REGIONS REPRESENT AREAS OF

NON-SIMULTANEOUS OCCUPANCY

CALCULATED OCCUPANT LOAD - LEVEL 2

AREA (SF) OLF (SF/PER) # PERSONS

CLASSROOM (201) 1,757 20 88

CLASSROOM (205) 1,809 20 90

SUBTOTAL 178

BUSINESS (CONCENTRATED) 8,105 50 162*

BREAK ROOM 436 15 29*

BUSINESS 6,764 100 68

TOTAL 246

*NON-SIMULTANEOUS OCCUPANCY - EXCLUDED FROM TOTAL

US Army Corps of Engineers ®

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U S

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D R

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B M

D B

C H

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_C en tra l

100% DESIGN

K D

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50'0 10' 30'

1/16"=1'-0" GRAPHIC SCALE

10'

1/16" = 1'-0"G-122

1 LEVEL 2 - LIFE SAFETY PLAN

PLAN NORTH

NOTE: FURNITURE SHOWN FOR REFERENCE ONLY

SHEET ID

U S

R M

O R

N G

I N

E E

R S

D R

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B M

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S I Z

C H

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B-101

S U

B S

U R

F A

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L O

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T I O

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G E

N E

R A

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C T

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C d w g

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P R

O J E

M A

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D E

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R I P

T I O

N D

A T

LEGEND

BOREHOLE

EXISTING FENCE

PCC PAVEMENT OR

SIDEWALK

HEAVY DUTY ASPHALT

PER DETAILS

CURB (SINGLE LINE)

CURB & GUTTER

(DOUBLE LINE)

R C

B s

E r i k

J a m e s

E M

B E

REVISED BACKCHECK

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 40 ft.

AutoCAD SHX Text NOTES: 1. THIS DRAWING IS TO BE USED ONLY FOR THE THIS DRAWING IS TO BE USED ONLY FOR THE APPROXIMATE EXPLORATION LOCATIONS SHOWN. 2. DRILLED EXPLORATION BORINGS WERE DRILLED EXPLORATION BORINGS WERE PERFORMED IN LATE APRIL 2017 BY OMAHA DISTRICT WITH A GUS PECH 1300 TRUCK-MOUNTED RIG UTILIZING AN AUTOMATIC TRIP HAMMER. 3. SOIL BORING 2F-17-1 THROUGH 2F-17-8 SOIL BORING 2F-17-1 THROUGH 2F-17-8 WERE INSPECTED AND LOGGED BY USACE SACRAMENTO DISTRICT GEOTECHNICAL BRANCH. 4. STANDARD PENETRATION SAMPLING AND STANDARD PENETRATION SAMPLING AND TESTING UTILIZED A 2-INCH O.D. 18-INCH LONG SPLIT SPOON SAMPLER, AND WAS PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 1586. 5. SAMPLING AND TESTING UTILIZING 2.5-INCH SAMPLING AND TESTING UTILIZING 2.5-INCH AND 3.0-INCH O.D. RING-LINED SPLIT-BARREL SAMPLERS WAS PERFORMED IN GENERAL ACCORDANCE WITH ASTM D3550. 6. SOIL BORING LOGS OF EXPLORATIONS FOR SOIL BORING LOGS OF EXPLORATIONS FOR HOLES 2F-17-1 THROUGH 2F-17-8 ARE APPENDED TO SPECIFICATION SECTION 31 00 00 "EARTHWORK". 7. SOIL BORING LOG FIELD CLASSIFICATIONS AND SOIL BORING LOG FIELD CLASSIFICATIONS AND DESCRIPTIONS ARE IN GENERAL ACCORDANCE WITH ASTM D2488. 8. FREE GROUNDWATER WAS NOT ENCOUNTERED FREE GROUNDWATER WAS NOT ENCOUNTERED AT THE TIME OF EXPLORATION.

US Army Corps of Engineers ®

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

F I L

A M

I S

S U

A T

F I L

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V-101

T O

P O

G R

A P

V E

G E

N E

R A

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S T

R U

C T

I O

U I L

D I N

I B

D A

T H

S A

C R

A M

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T R

I C

R M

S A

C R

A M

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T R

I C

T R

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S A

C R

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V d g n

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P R

O J E

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D E

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T I O

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A T

A A

EX. ASPHALT

EX ASPHALT RD

EX. CONCRETE

EX. GRAVEL RD

EX ASPHALT RD

EX. HYDRANT

EX. STRUCTURE

EX. ASPHALT

N U

A R

100% DESIGN

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

THIS DRAWING WAS PRODUCED IN

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SURVEY NOTES:

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CONCRETE PAVING

AutoCAD SHX Text

CONCRETE PAD

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PILING

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SIGN

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UTILITY, UNKNOWN

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COMMUNICATION DEVICE

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LIGHT POLE

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EDGE OF WALK

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MANHOLE, WATER

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WATER UTILITY

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DRAIN/ CULVERT

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HYDRANT

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LIGHT

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CONTROL POINT, 3D

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CONTROL POINT, HORIZONTAL

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CONTROL POINT, VERTICAL

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POWER POLE

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FENCE

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ROAD, ASPHAULT

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BUILDING

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ROAD CENTERLINE

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SEWER MANHOLE

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CULVERT

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LEGEND

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HEADWALL

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RIP RAP

AutoCAD SHX Text E 1019300

AutoCAD SHX Text E 1017500

AutoCAD SHX Text N 435400

AutoCAD SHX Text N 434200

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INTERNATIONAL FEET

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ELECTRICAL UTILITY / PIPE

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PROJECT CONTROL

AutoCAD SHX Text STATION NORTH EAST ELEV TYPE NORTH EAST ELEV TYPE EAST ELEV TYPE ELEV TYPE TYPE BM3 431206.02 1020003.94 2622.61 3 1/2' BR. DISC 1020003.94 2622.61 3 1/2' BR. DISC 2622.61 3 1/2' BR. DISC 3 1/2' BR. DISC DM100 424669.49 1030483.97 2729.97 2" ALUM. DISC 1030483.97 2729.97 2" ALUM. DISC 2729.97 2" ALUM. DISC 2" ALUM. DISC DM103 425987.10 1031509.48 2733.64 2" ALUM. DISC 1031509.48 2733.64 2" ALUM. DISC 2733.64 2" ALUM. DISC

AutoCAD SHX Text

HANGAR PILLAR

AutoCAD SHX Text NOTE: The plot scale of the sheet does not represent the accuracy of the survey. The accuracy would be equalivent to 1"=40'. The sheet and title block are provided for informational purposes.

AutoCAD SHX Text

SUNGLOW ROAD

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COLUMBIA DRIVE

AutoCAD SHX Text E 1019300

AutoCAD SHX Text N 435400

AutoCAD SHX Text E 1017500

AutoCAD SHX Text N 434200

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GRAPHIC SCALE

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SCALE: 1" = 100'

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INVERT: 2573.75'

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INVERT: 2573.20'

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MH 297 EL. LID: 2590.85' EL. INV: 2585.45'

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MH 121 EL. LID: 2593.08' EL. INV: 2582.98'

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MH 121 B EL. LID: 2597.85' EL. INV: 2588.05'

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MH 120 EL. LID: 2596.28' EL. INV: 2587.88'

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GAS UTILITY

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1. TOPOGRAPHY AND FEATURES, IN US SURVEY FEET, INDICATE THE GENERAL CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY; 21-22, March 2017. 2. SURVEY WAS CONDUCTED WITH RTK GPS, LEICA SMARTNET CORRECTIONS. 3. PROJECTION IS AZ CENTRAL ZONE. 4. DATUM IS NAD 83, EPOCH 2010.0 5. ELEVATIONS ARE NAVD 88. 6. UNITS ARE INTERNATIONAL FEET. 7. SURVEY ACCURACY: 1" = 40' WITH A 1FT CI

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COMMUNICATIONS MANHOLE

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S.S. MH 120

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S.S. MH 121 B

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S.S. MH 121

S.S. MH 297

ARIZONA

FLAGSTAFF

PHOENIX

TUCSON

YUMA

CIVIL GENERAL NOTES

GRADING

1. FINISH GRADES AS SHOWN ON THE DRAWINGS ARE

TOP OF FINISHED GRADE OR FINISHED LANDSCAPE

ELEVATIONS UNLESS OTHERWISE INDICATED.

2. BORROW SITE IS NOT AVAILABLE WITHIN THE

INSTALLATION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING BORROW MATERIAL

OFF SITE WHERE FILL IS REQUIRED. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING SOURCE(S) OF

BORROW MATERIALS COMPLY WITH THE

REQUIREMENTS SPECIFIED IN THE PROJECT

SPECIFICATION 31 00 00 EARTHWORK.

DEMOLITION

1. ALL NATURAL VEGETATION ON THE PROJECT SITE

SHALL BE CLEARED, GRUBBED AS PART OF THE SITE

GRADING.

2. SEE THE UTILITY PLAN FOR THE REMOVAL OF THE

EXISTING WATERLINES.

3. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS

IDENTIFIED AS TO REMAIN SHALL BE MAINTAINED IN

GOOD CONDITION. ITEMS DAMAGED DUE TO

CONTRACTOR'S NEGLIGENCE OR CONSTRUCTION

OPERATIONS SHALL BE RESTORED TO THEIR

ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL

COST TO THE GOVERNMENT AND TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

4. NO REFUSE DISPOSAL SITE IS AVAILABLE WITHIN THE

INSTALLATION. THE CONTRACTOR SHALL SELECT AN

OFFSITE DISPOSAL SITE(S) FOR THE PROJECT AND

SHALL BE APPROVED BY THE CONTRACTING OFFICER

PRIOR TO START OF WORK. ALL DISPOSAL WORK

SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL

AND STATE ENVIRONMENTAL LAWS.

GENERAL

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS

SHOWN ON THE DRAWINGS PRIOR TO THE START OF

CONSTRUCTION. ANY DISCREPANCIES SHALL BE

BROUGHT IMMEDIATELY TO THE ATTENTION OF THE

CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND

MAINTAIN ALL NECESSARY SIGNS, LIGHTS,

BARRICADES, MARKERS, CONES AND OTHER

PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY PRECAUTIONS FOR THE PROTECTION

AND SAFETY OF NEAR BY TRAFFIC AND OPERATIONS.

3. THE CONTRACTOR SHALL RESTORE ALL

IMPROVEMENTS, DAMAGED OR REMOVED AS A

RESULT OF CONSTRUCTION TO ITS ORIGINAL OR

BETTER CONDITION, UNLESS OTHERWISE NOTED.

THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO

PAVEMENTS, CONCRETE SIDEWALKS AND CURBS, AND

UTILITIES.

4. THE CONTRACTOR SHALL COORDINATE ALL PHASES

OF WORK WITH THE CONTRACTING OFFICER.

5. DIG PERMITS AND ANY OTHER PERMITS REQUIRED

FOR CONSTRUCTION ARE THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE AND OBTAIN PRIOR TO

ANY CONSTRUCTION ACTIVITY.

UTILITY

1. THE EXISTENCE AND LOCATION OF UNDERGROUND

UTILITIES, APPURTENANCES AND STRUCTURES

SHOWN ARE BASED ON THE AVAILABLE RECORDS

WHICH WERE VAGUE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE

AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO

STARTING ANY UTILITY WORK AND SHALL PROTECT

ALL SUCH UTILITIES AT ALL TIMES, UNLESS

OTHERWISE INDICATED. EXISTING UTILITIES

WHETHER SHOWN ON THE DRAWINGS OR NOT WHICH

HAVE BEEN DAMAGED AS A RESULT OF THE

CONSTRUCTION WORK, SHALL BE RESTORED

IMMEDIATELY TO THEIR ORIGINAL OR BETTER

CONDITION AND SHALL BE PAID FOR BY THE

CONTRACTOR.

2. INTERRUPTION OF UTILITY SERVICE AND/OR

OPERATIONS OF ADJACENT FACILITIES WILL BE KEPT

TO A MINIMUM. ANY INTERRUPTION OF UTILITY

SERVICE AND/OR OPERATIONS WILL BE

COORDINATED WITH THE AFFECTED USING

FACILITIES/AGENCIES THROUGH THE CONTRACTING

OFFICER.

SURVEY AND PROJECT BENCH MARKS

1. TOPOGRAPHIC SURVEY WAS CONDUCTED ON 21-22

MARCH 2017 BY THE LOS ANGELES DISTRICT CORPS

OF ENGINEERS SURVEY SECTION. SEE SHEET V-101

FOR SITE SURVEY INFORMATION.

OTHER

1. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL

REQUIRED PERMITS AND APPROVALS PRIOR TO

CONSTRUCTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

REQUIRED ACCESS BADGES, CLEARANCES, AND POST

SPECIFIC TRAINING PRIOR TO CONSTRUCTION.

LOCATION MAP SITE MAP

N N

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DAVIS MONTHAN AFB

PROJECT

LOCATION

SWAN GATE

CONTINUES TO I-10

DAVIS MONTHAN AFB

GOLF LINKS RD

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CRAYCROFT

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SWAN GATE

HOURS M-F

0600-1800

NEW SITE

FOOTPRINT

GOLF LINKS RD

SUNGLOW RD

S W

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HAUL ROUTE

CONTRACTOR STAGING AREA -

COORDINATE WITH C.O.R. AND

BASE C.E. FOR EXACT

LOCATION AND LIMITS

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100% DESIGN

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N 434928.20

E 1018759.35

R25.00'

R30.00'

R25.00'

R15.00'

R66.00'

R40.00'

R3.00'

R10.00'

R3.00'

TYP.

R75.00'

R3.00'

R5.00'

26.00'

R10.00'

R3.00'

33' ATFP

SETBACK

R5.00'

R6.00'

TYP.

41.08'38.30'

26.00'

37.00'

N 434772.65

E 1018564.53

N 434947.48

E 1018388.19

EXISTING CHAIN LINK FENCE

N 434729.76

E 1018132.43

N 435061.08

E 1018309.42

N 434823.71

E 1018191.37

N 434361.71

E 1018560.46

N 434353.79

E 1018597.46

N 434817.30

E 1018971.07

N 434935.29

E 1018850.76

N 434942.89

E 1018310.48

N 434550.07

E 1018556.02

N 434549.97

E 1018612.64

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KEY NOTES

MECHANICAL YARD. SEE SHEET S-507 AND A-541

FOR MECHANICAL YARD WALL DETAILS.

STEEL SWING GATE MANUALLY OPERATED FOR

VEHICLE ACCESS CONTROL, SEE 3/C-503

TRASH ENCLOSURE FOR TWO BINS PER DAVIS

MONTHAN STANDARD DETAIL, SEE 1&2/C-503

TYPICAL - SINGLE LINE 6" PCC CURB. DOUBLE

LINE 6" PCC CURB WITH GUTTER, SEE C-502

CONCRETE DRIVEWAY ENTRANCE, SEE C-502

PCC REAR LOT AND ACCESS ROAD, SEE C-401

ASPHALTIC CONCRETE PARKING LOT WITH

HEAVY DUTY PAVEMENT SECTIONS WHERE

INDICATED, SEE C-502

SIDEWALK ADA PARALLEL CURB RAMP

DETECTABLE WARNING SURFACE. 90 LF

BETWEEN RAMPS, SEE 3/C-504

LEGEND

EXISTING FENCE

PCC PAVEMENT OR

SIDEWALK

HEAVY DUTY ASPHALT

PER DETAILS

CURB (SINGLE LINE)

CURB & GUTTER

(DOUBLE LINE)

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HORIZONTAL ALIGNMENT OF NEW METAL PANEL

WALL, SEE 4/C-504 AND 4/A-541

6" THICK CONCRETE PAD FOR MOTORCYCLE

PARKING

CONCRETE VALLEY GUTTER, SEE C-502. CENTER

GUTTER IN DRIVE ISLE. BEGIN AND END INLINE

WITH PARKING ISLANDS.

CATCH BASIN FOR SUBGRADE STORMWATER

RETENTION SYSTEM. COORDINATE WITH MANF.

FOR INLET AND CONNECTION DETAILS. SEE

DETAILS SHEET C-507.

6" THICK CONCRETE PAD FOR OUTDOOR

COVERED TRAINING AREA.

100% DESIGN

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1 inch = 40 ft.

GRADE BREAK

71.43'

4.28'

8.95'

9.03'

10.00' TYP

N 434296.37

E 1018584.46

N 434526.35

E 1018819.68

CATCH BASIN SEE DETAILS C-507. GRATE

OPENING MIN. 8'X2'

TOP OF GRATE: 2598.15

INLET PIPE INVERT: 2595.15

18" DIA. OVERFLOW PIPE CONNECTED TO

GALLERY

INLET PIPE INVERT 2595.15

OUTLET INVERT: 2595.00

DISCHARGE TO SWALE W/ RIP RAP MAT C-507

INSTALL GRATE ON PIPE OUTLET WITH

HEADWALL TO PREVENT ANIMALS FROM

ENTERING PIPE. SUBMIT TO GOVERNMENT

FOR APPROVAL.

CATCH BASIN SEE DETAILS C-507. 2

STRUCTURES REQUIRED AND MUST BE

INTERCONNECTED.

TOP OF GRATE: 2597.17

INLET PIPE INVERT: 2593.83

18" DIA. HDPE OVERFLOW STORM DRAIN 306

L.F. CONNECT GALLERY TO MANHOLE @

0.35% SLOPE

INLET PIPE INVERT 2593.83

OVERFLOW MANIFOLD PER MANUFACTURER

CATCH BASIN SEE DETAILS C-507. 2

STRUCTURES REQUIRED AND MUST BE

INTERCONNECTED.

TOP OF GRATE: 2596.24

INLET PIPE INVERT: 2592.90

18" DIA. HDPE OVERFLOW STORM DRAIN 50

L.F. CONNECT GALLERY TO MANHOLE @

0.35% SLOPE

INLET PIPE INVERT 2592.90

24" DIA. HDPE STORM DRAIN 165 L.F. @ 0.75%

SLOPE

INLET PIPE INVERT 2592.75

OUTLET INVERT: 2591.50

DISCHARGE TO SWALE W/ RIP RAP C-507

10' WIDE SWALE. BEGIN INV. 2595.00' AND

SLOPE 0.1% TO DAYLIGHT ~180'

2' WIDE SWALE. BEGIN INV. 2591.50 AND

SLOPE 0.1% TO DAYLIGHT ~450'. LINE WITH

RIPRAP WHERE SHOWN SEE DETAIL C-507.

TWO 12" RCP CULVERTS 60 L.F. SEE C-507

FOR HEAD WALL DETAILS FOR BOTH ENDS

10' MIN. WIDE SWALE FOR SURFACE RUN OFF

FLOWS. FINISH GRADE AS REQUIRED.

STORM DRAIN MANHOLE

LID ELEV: 2597.57

INVERT: 2592.75

CENTER LINE OF SWALE TO BE CENTERED

BETWEEN COLUMN FOUNDATIONS TO

PREVENT EROSION OF FOUNDATIONS.

CONTRACTOR TO FIELD ADJUST SWALE AND

FOUNDATION LOCATIONS FOR PROPER FIT.

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FF 2601.00

LEGEND

GRADE BREAK GB XXXX.XX

FLOW LINE XXXX.XX FL

EDGE OF PAVEMENT XXXX.XX EP

EX. CONTOUR

NEW CONTOUR

STORM DRAIN

KEY NOTES

SUBGRADE STORMWATER INFILTRATION

GALLERY SYSTEM. LAYOUTS SHOWN AS

SUGGESTION. EXACT DIMENSIONS, NUMBER

OF ROWS, AND LENGTH VARY BY MANUF.

NORTH SYSTEM REQ'D TO STORE 1,000 C.F.

EAST TO STORE 1,900 C.F. AND WEST TO

STORE 1,700 C.F. OF STORMWATER.

ACCESSORIES SUCH AS INLETS, OVER

FLOWS, INSPECTION RISERS PER MANUF.

SYSTEM. INSTALL 2 RISERS FOR BOTH EAST

AND WEST GALLERIES AND 1 RISER FOR

NORTH SYSTEM.

SHEET NOTES

EXTERIOR FINISH GRADE AT ALL DOORS TO MATCH

FINISH FLOOR ELEVATION.

FINISH GRADE ADJACENT TO BUILDING SHALL BE 0.5'

BELOW FINISH FLOOR EXCEPT AT DOORS AND PAVED

AREAS.

SPOT ELEVATIONS ON SIDEWALKS SHOW TOP OF

SIDEWALK ELEVATION.

SPOT ELEVATIONS ON PAVEMENT ARE TOP OF FINISH

PAVEMENT ELEVATION.

TOP OF CURB ELEVATIONS NOT SHOWN

SEE SHEET C-203 FOR STORM DRAIN PROFILE.

C-201

100% DESIGN

APPROXIMATE

STARTING

LOCATION

N/E FOR 0+00

START AT EX. ROAD CENTERLINE

SEE C-202 FOR PROFILE

SEE C-202

FOR PROFILE

5+63 END STORM

DRAIN

ROAD PROFILE

ON C-202

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11.34'

N 434602.29

E 1018770.57

N 435027.67

E 1018335.88

EX 8" WATER

EX SS MANHOLE 121 B

LID 2597.85

INV. 2588.05

F.F. 2600.75

TAP EX 8"

WATER WITH

NEW 8" WATER

EX 15"

SEWER

EX 15"

SEWER

DEMO AND REMOVE

EX. WATER LINE TO

MAIN. APPROX 450 L.F.

CONNECT NEW

8" WATER TO

EX. 8" WATER

TYP - EX

UNDERGROUND

ELECTRIC

POWER

TIE IN J-130C

EX 6" HDPE GAS LINE

TYP - EX

PULL BOX

NEW U.G.

POWER

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INV. 2589.38

8" PVC WATER~366.25 LF

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KEY NOTES

INSTALL POST INDICATOR VALVE ON FIRE WATER

LINE NEAR CONNECTION TO WATER MAIN, SEE C-501.

NEW FIRE HYDRANT, SEE SPEC 33 11 00

8" C900 FIRE WATER SUPPLY LINE APPROX. 108 LF.

PROVIDE MINIMUM 8" SEPARATION IF IN SAME

TRENCH WITH DOMESTIC WATER LINE.

3" C901 DOMESTIC WATER SUPPLY LINE APPROX.

146.5 LF. SEE PLUMBING PLAN FOR BUILDING

ENTRANCE DETAILS. PROVIDE MINIMUM 8"

SEPARATION IF IN SAME TRENCH WITH FIRE WATER

LINE.

ROUGH LOCATION OF NEW TRANSFORMER SEE

ELECTRICAL PLAN

FIRE WATER SUPPLY ENTRANCE SEE FIRE

PROTECTION PLANS FOR DETAILS.

NATURAL GAS SUPPLY CONNECTION SEE PLUMBING

PLAN FOR DETAILS. PROVIDE SEPARATE TRENCH. DO

NOT COMBINE IN SAME TRENCH WITH WATER LINES.

SANITARY SEWER SERVICE CONNECTION. INVERT

2596.25 COORDINATE WITH PLUMBING PLAN.

DOMESTIC WATER SUPPLY ENTRANCE SEE

PLUMBING PLAN FOR DETAILS.

RAISE SS MANHOLE 120 LID ELEV. TO 2597.31.

EXISTING LID ELEV. 2596.28

22.5° BEND WITH TWO WAY CLEAN OUT EACH SIDE

OF BEND.

REMOVE EXISTING FIRE HYDRANT (HYDRANT # 028)

AND REPLACE WITH NEW HYDRANT THAT MATCHES

OTHER NEW HYDRANTS PER SPEC 33 11 00.

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SHEET NOTES

EXISTING UTILITIES SHOWN ON THIS PLAN ARE

BASED ON OLD CAD FILES. EXACT LOCATION OF

UNDERGROUND UTILITIES MAY DIFFER FROM WHAT

IS SHOWN.

FIELD SURVEY LOCATED SURFACE UTILITY

FEATURES SUCH AS MANHOLE LIDS, ELECTRIC

BOXES, HYDRANTS, ETC. CONTRACTOR SHOULD

LOCATE ALL UTILITIES IN PROJECT AREA PRIOR TO

CONSTRUCTION TO VERIFY THE SIZE, LOCATION,

AND MATERIAL OF EXISTING UTILITIES.

N/E GIVE APPROXIMATE LOCATION OF WATER TIE

INS. EXISTING WATER MAIN NEEDS TO BE LOCATED

IN THE FIELD FOR EXACT LOCATION.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY IF UTILITIES ARE

ENCOUNTERED THAT ARE NOT INDICATED OR ARE

SHOWN INCORRECTLY ON THE PLANS.

SEE C-203 FOR SANITARY SEWER PROFILE

SEE C-204 FOR WATER LINE PROFILE

TAP EX. GAS LINE

EX SEWER

MAIN

LEGEND

EX. WATER LINE

NEW WATER LINE

EX. SEWER LINE

NEW SEWER LINE

EX. GAS LINE

NEW GAS LINE

EX. U.G. ELECTRIC

NEW U.G. ELECTRIC

EX. FENCE

DEMO WATER LINE

EX SS MANHOLE 121

EX SS MANHOLE 297

100% DESIGN

(TYP) TOP

EXTENTS OF

NEW

EARTHWORK

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1 inch = 50 ft.

3.68'

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KEY NOTES

PAINTED CROSSWALK 2 FT BY 6 FT WHITE SOLID

BAR WITH 2 FT SPACING IN BETWEEN.

7 HANDICAP STALLS 9 FT WIDE WITH 5 FT WIDE

ACCESS ISLE ADJACENT. PAINTED EMBLEM ON

PAVEMENT AT EACH STALL. ADA PARKING SIGN

POSTED IN FRONT OF EACH STALL.

ONE VAN HANDICAP STALL 11 FT WIDE THIS

LOCATION. PAINTED EMBLEM ON PAVEMENT AND

ADA VAN PARKING SIGN POSTED IN FRONT OF

STALL.

DOUBLE YELLOW LINE. SEE DETAIL B ON C-105

4" WIDE SINGLE CONTINUOUS WHITE LINE.

RIGHT AND LEFT TURN ARROWS PER MUTCD.

SEE DETAIL E ON C-105.

WHITE PAINTED STOP BAR AND STOP SIGN.

RE-STRIPE SUN GLOW ROAD TO PROVIDE NEW

LEFT TURN ACCESS TO SITE PER C-105.

INSTALL HANDICAP PARKING SIGN R7-8 ON STEEL

SIGN POST BEYOND SIDEWALK CENTERED ON

PARKING STALL FOR EACH SPACE. INCLUDE

R7-8a FOR VAN ACCESSIBLE STALL. SEE DETAILS

ON C-504.

INSTALL…

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