3. B828 95_ Drawings.pdf

PDF 35 MB Posted Jul 17, 2024

Attached to: Repair Sanitary Sewer Lines at Osan AB, Korea (MATOC Work Plan only)
Solicitation number: W90VN6-24-R-0023
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Jul 17, 2024

This document appears to be a set of drawings related to the federal contract opportunity for the "Repair Sanitary Sewer Lines at Osan AB, Korea (MATOC Work Plan only)". The contract opportunity is a solicitation issued by the Department of the Army Materiel Command Army Contracting Command, a defense agency. The solicitation is for MATOC work plan contractors only in Area III, Suwon AB and Osan AB, Korea to repair the sanitary sewer lines. The key details of the opportunity include the solicitation number W90VN6-24-R-0023 and the description of the required work. No other specific details about the contract, such as pricing terms, response dates, or set asides, are provided in this document, which appears to contain only the drawings referenced in the contract opportunity.

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Other files

File	Type	Posted
Amendment W90VN6-24-R-0023-0001.pdf	PDF	Jul 19, 2024
5. B975 As-built.pdf	PDF	Jul 17, 2024
1. Drawings SMYU 24-1056.pdf	PDF	Jul 17, 2024
2. B828 Sketch.pdf	PDF	Jul 17, 2024
Submittal Register.pdf	PDF	Jul 17, 2024
4. B975 Sketch.pdf	PDF	Jul 17, 2024
W90VN6-24-R-0023.pdf	PDF	Jul 17, 2024

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Prepared by:

FILENAME: CDFng00d_345944.dgn PLOT DATE: 12/13/2006 PLOT TIME: 11:52:54 AM

DUAL FOODS FACILITY

PREPARED FOR:

AAFES

ARMY AND AIR FORCE EXCHANGE SERVICE

CONTRACT NO. AAFES-REZC5-04-02-06-014

PROJECT NO. 6307-05-000007

95% CONCEPT DESIGN SUBMITTAL

OSAN AB, REPUBLIC OF KOREA

DECEMBER 2006

DRAWING NO. TITLESHEET NO.

G-1

CIVIL

GENERAL

G-2

G-3

G-4

G-5

G-6

G-7

C-101

C-102

C-103

C-501

C-502

ARCHITECTURAL

DRAWING INDEX

C-503

ROOF PLAN

A-201

PROJECT LOCATION PLAN

DRAWING INDEX

CIVIL AND ARCHITECTURAL LEGENDS

STRUCTURAL NOTES

HVAC AND PLUMBING LEGEND

ELECTRICAL LEGEND

SITE PLAN

UTILITY SITE PLAN

A-141

A-142

A-143

A-144

A-149

A-151

REFLECTED CEILING PLAN

INTERIOR ELEVATIONS

FINISH SCHEDULE

STRUCTURAL

HVAC

S-131

S-151

S-201

FOUNDATION PLAN

ROOF FRAMING PLAN

H-141

H-151

ELECTRICAL

E-101

E-601

SITE PLAN

E-141

E-142

E-143

E-144

E-145

E-146

E-602

E-603

ONE-LINE DIAGRAM

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ELECTRICAL ABBREVIATIONS

E-604 PANEL SCHEDULES

P-141

PLUMBING

P-142

DECEMBER 2006

ENLARGED POWER PLAN - POPEYE’S

SPECIAL SYSTEMS PLAN

E-60570

GRADING AND DRAINAGE PLAN

FLOOR PLAN

SECTIONS

A-301 EXTERIOR ELEVATIONS

A-311

A-501

A-502

A-503

27 A-504

A-603

EQUIPMENT SCHEDULE - POPEYE’S

42 S-501

43 S-502

44 S-503

48 H-502

H-601

50 H-602

53 P-501

54 P-601 SCHEDULES

WATER PIPING PLAN

WASTE AND VENT PLAN

DETAILS

ENLARGED POWER PLAN - BURGER KING

ENLARGED POWER PLAN - BEVERAGE STATION AND BREAK ROOM AREA

G T

M A

DETAILS

34 A-601

A-602

A-604

DETAILS

E-60671 WIRING SCHEMATICS

28 DETAILS

29 A-506 DETAILS

30 A-507 DETAILS

A-505

A-508

32 DETAILSA-509

33 DETAILSA-510

MONUMENT SIGN DETAILS

DOOR, FRAME AND WINDOW TYPES AND SCHEDULES

EQUIPMENT SCHEDULE - BURGER KING

ENLARGED EQUIPMENT PLAN - BURGER KING

ENLARGED EQUIPMENT PLAN - BEVERAGE STATION AND BREAK ROOM AREA

ENLARGED EQUIPMENT PLAN - POPEYE’S

39 S-141

S-504 DETAILS

FLOOR PLAN

SECTIONS AND DETAILS

FLOOR PLAN

ROOF PLAN

AIR FLOW AND CONTROL SCHEMATIC

EQUIPMENT SCHEDULES

63 E-502

E-501

OVERALL POWER PLAN

OVERALL LIGHTING PLAN

DETAILS

14 C-504 DETAILS

E-503

E-504

DETAILS

SPECIAL SYSTEMS DETAILS

LUMINAIRE SCHEDULE

RISER DIAGRAMS

PANEL SCHEDULES AND DETAILS

PROJ

DATE

D A

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N O

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FILENAME: PLOT DATE:PLOT TIME:CDFng02d_345944.dgn 12/13/200611:54:00 AM

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BAR IS ONE INCH ON

ORIGINAL DRAWING.

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157.7

LEGENDSYMBOL

110.50

ARCHITECTURAL/STRUCTURAL LEGEND

INACTIVE

F.EXT-X

ACTIVE

DOOR LETTER

ROOM NUMBER

EXISTING THIS CONTRACT

158.5

3:1

NOTES:

12" SD

L-1

W-1

ROOM NAME

DIRECTION OF SLOPE DOWN

INDICATES PAIR OF DOORS

FIRE EXTINGUISHER

"X" = NUMBER IN SPECIFICATIONS

SPOT ELEVATION

WALL TYPE

LOUVER NUMBER

WINDOW NUMBER

DOOR NUMBER

ROOM NUMBER

COLUMN GRID NUMBER OR LETTER

SPOT ELEVATION

CONTOUR LINE

DRAINAGEWAY OR DITCH

CATCH BASIN

LIGHT POLE

POST OR GUARD POST

UTILITY POLE

SURVEY CONTROL POINT OR

POINT OF INTERSECTION

DRAWING MATCH LINE

STRUCTURE, BUILDING OR FACILITY

FIRE HYDRANT

CLEANOUT

PROPERTY LINE

ELECTRICAL MANHOLE OR HANDHOLE

EMBANKMENT AND SLOPE

MANHOLE

CHAIN LINK FENCE

GATE VALVE

YARD PIPING

EASEMENT LINE

CAPPED LINE

BUTTERFLY VALVE

PIPE REDUCER / EXPANDER

CENTER LINE, BUILDING, ROAD, ETC

EXISTING PIPING, EQUIPMENT, AND TOPOGRAPHY

IS SHOWN SCREENED AND/OR LIGHT-LINED. NEW

PIPING, EQUIPMENT, STRUCTURE, AND FINISHED GRADE

IS SHOWN HEAVY-LINED.

NOT ALL EXISTING UTILITIES ARE SHOWN. EXISTING

UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR

IS RESPONSIBLE FOR LOCATING AND PROTECTING

ALL EXISTING UTILITIES WITHIN THE PROJECT SITE LIMITS.

THIS IS A STANDARD LEGEND SHEET. THEREFORE, NOT

ALL OF THE INFORMATION SHOWN MAY BE USED ON

THIS PROJECT.

CIVIL LEGEND

CONCRETE PAVEMENT

ASPHALT CONCRETE PAVEMENT

LEGENDSYMBOL

GENERAL ARCHITECTURAL NOTES

REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE

COMPLETELY PROVIDED AS IF DRAWN IN FULL.

UNLESS OTHERWISE INDICATED, PLAN DIMENSIONS ARE TO COLUMN GRID ON

CENTERLINES, NOMINAL SURFACE OF MASONRY, FACE OF STUDS AND FACE OF

CONCRETE WALLS.

"FLOOR LINE" REFERS TO TOP ON CONCRETE SLABS. FINISH FLOORING IS INSTALLED

ABOVE THE FLOOR LINE. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL

DRAWINGS.

WHERE DOOR IS LOCATED NEAR CORNER OF ROOM AND IS NOT LOCATED BY

DIMENSION ON PLAN OR DETAILS, DIMENSION SHALL BE 3-INCHES FROM FACE OF

STUD (WALL) TO FACE OF ROUGH OPENING. DIMENSION SHALL BE 6" FROM FACE

OF WALL TO EDGE OF ROUGH OPENING AT CONCRETE WALLS, 8" AT CMU WALLS.

AT SOUND INSULATED WALLS, FULL HEIGHT PARTITIONS SHALL BE SEALED BOTH

SIDES WITH ACOUSTIC SEALANT; TOP, BOTTOM, INTERSECTION, DOOR FRAMES,

GLAZED OPENING FRAMES, AND OTHER PENETRATIONS.

LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND

SECTIONS ARE APPROXIMATE. THEY ARE AT THE BUILDING FACE, OR ON THE

SECTION END EXCEPT AS NOTED.

VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT,

OR BY OTHERS.

REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER

CATEGORIES OR DRAWINGS FOR ADDITIONAL NOTES.

VERIFY SIZE AND LOCATION OF, AND PROVIDE: REQUIRED OPENINGS THROUGH

FLOORS AND WALLS, ACCESS DOORS, FURRING, CURBS, ANCHORS AND INSERTS.

PROVIDE ALL BASES AND BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL,

ELECTRICAL AND OTHER EQUIPMENT.

WOOD, ROUGH

NON-CONTINUOUS

CHECKERED PLATE

GROUT

GRANULAR FILL

EARTH OR FINISH GRADE

CONCRETE

CMU WALL (PLAN)

CMU WALL (SECTION)

MASONRY WALL

RIGID INSULATION

BATT INSULATION

STEEL

ALUMINUM

PLYWOOD

GYPSUM WALLBOARD

ACOUSTICAL TILE

WOOD, FINISHED

345944

G-3

DECEMBER 2006

EQUIPMENT IDENTIFICATION

DETAIL REFERENCE

A-501

B72

3 5/8" METAL STUD

A-201

DETAIL/SECTION REFERENCE

5/8" GWB

3 5/8" METAL STUD

5/8" GWB

WALL TYPES

BUILDING CODE DATA TABLE

GRATING, SPAN

DIRECTION INDICATED

LEGENDSYMBOL

WOOD,

ROUGH CONTINUOUS

ARCHITECTURAL/STRUCTURAL

MATERIAL SYMBOLS

5/8" GWB

6" METAL STUD

1 INTERIOR ELEVATION

DIRECTION

SHOWN

PROJ

DATE

SHEET

DWG

FILENAME: PLOT DATE:PLOT TIME:CDFng03d_345944.dgn 12/13/200611:54:32 AM

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

345944

GENERAL STRUCTURAL NOTES

APPLIES UNLESS NOTED OTHERWISE

1.0 IMPORTANCE FACTOR

EXPOSURE

BASIC WIND SPEED

DESIGN LOADS:

ROOF LIVE LOAD

WIND LOADS:

CODE:

WORK IS READY FOR INSPECTION AT LEAST ONE WORKING DAY (24 HOURS

ACCESSIBLE AND EXPOSED UNTIL IT IS OBSERVED BY THE SPECIAL

2. ALL WORK REQUIRING SPECIAL STRUCTURAL INSPECTION SHALL REMAIN

STRUCTURAL INSPECTOR.

MINIMUM) BEFORE SUCH INSPECTION IS REQUIRED.

DURING EARTHWORK EXCAVATIONS, GRADING AND FILLING

DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:

1. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL

INSPECTION FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS

2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE GENERAL

BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,

THEN IF UNCORRECTED, TO THE CONTRACTING OFFICER.

3. UPON COMPLETION OF THE ASSIGNED WORK, THE SPECIAL INSPECTOR SHALL

COMPLETE AND SIGN A FINAL REPORT CERTIFYING THAT TO THE BEST OF

HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS

AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF

1. FOR INSPECTION OF CONCRETE, BOLTS IN CONCRETE, REINFORCING STEEL,

SPECIAL INSPECTOR FROM THE RESPONSIBLE MATERIALS TESTING LAB THAT

WELDING, HIGH STRENGTH BOLTING AND FOUNDATIONS, NOTIFY THE

EXPANSION BOLTS, ADHESIVE ANCHORS, STRUCTURAL MASONRY,

CONTRACTOR AND THE CONTRACTING OFFICER. ALL DISCREPENCIES SHALL BE

AND SPECIFICATIONS.

THE CODE.

DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR:

FOUNDATIONS:

OPERATIONS.

SHALL INCLUDE THE COST IN BID) DURING THE FOLLOWING OPERATIONS OVER AND ABOVE TESTING AND INSPECTION

REINFORCING STEEL

BOLTS INSTALLED

EXPANSION BOLTS

HIGH STRENGTH

STRUCTURAL

MASONRY:

AND ADHESIVE

ANCHORS:

BOLTING:

IN CONCRETE:

WELDING:

CONCRETE:

SPECIAL INSPECTIONS:

NO FLY ASH ADDITIVES SHALL BE USED IN CONCRETE FOR SLABS ON GRADE AND

OBSERVATION OF A CERTIFIED SPECIAL INSPECTOR APPROVED BY THE CONTRACTING OFFICER.

REQUIREMENTS FOR MASONRY STRUCTURES". WORK SHALL BE PERFORMED ONLY UNDER THE

ALL UNITS SHALL BE LAID IN RUNNING BOND UNLESS OTHERWISE NOTED.

COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL BE TYPE S WITH PROPORTIONS

HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 TYPE I, WITH A

MASONRY WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 530, "BUILDING CODE

F’g = 2000 PSI. F’m FOR DESIGN IS 1500 PSI (PARTIAL GROUTED CONSTRUCTION).

PER SBC TABLE 210A.7A (MASONRY CEMENT SHALL NOT BE USED). GROUT SHALL HAVE AN

UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS IN MASONRY WALLS

SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS 24’-0".

STRUCTURAL SLABS.

MASONRY:

OBSERVED BY THE CONTRACTING OFFICER.

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS

FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318, "BUILDING CODE REQUIREMENTS

CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE A SLUMP NOT

ALL EARTH-WORK OPERATIONS FOR FOUNDATIONS (INCLUDING FOOTING

EXCAVATIONS, OVER EXCAVATION AREAS AND BACKFILLING) SHALL BE

ADDITION OF WATER TO THE BATCH FOR MATERIAL WITH INSUFFICIENT SLUMP WILL NOT

MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. CAST CLOSURE POUR

AROUND COLUMNS AFTER DEAD LOAD IS APPLIED. ALL CONSTRUCTION JOINTS

EXCEEDING 3", TO BE FIELD VERIFIED, PRIOR TO ADDING ADMIXTURE, AND NOT EXCEEDING

NOT SHOWN ON PLAN SHALL BE REVIEWED BY CONTRACTING OFFICER.

8" AT PLACEMENT.

BE PERMITTED.

FOR REINFORCED CONCRETE".

CONCRETE:

FOUNDATIONS: TYPICAL REINFORCING BAR STRENGTHS

TYPICAL CLEAR CONCRETE COVERAGES

GRADE 60 BARS. STAGGER ALTERNATE SPLICES A MINIMUM OF 40 BAR DIAMETERS.

MASONRY REINFORCING:

1’-6" EACH SIDE OF CONTROL JOINT. LAP SPLICES SHALL BE 48 BAR DIAMETERS FOR

PLACE THESE BARS CONTINUOUS THROUGH CONTROL JOINT. WRAP MASTIC TAPE FOR

CONTINUOUS BOND BEAM AT TOP OF PARAPET OR TOP OF A FREE-STANDING WALL.

IN CENTER OF GROUT AT CENTER OF WALL, CONTINUOUS FULL HEIGHT OF WALL WITH ONE

BAR AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS AND EACH

SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.C. UNLESS NOTED

OTHERWISE. TIE AT 8’-0" VERTICALLY, WITH SINGLE WIRE LOOP TIE BY A.A. PRODUCTS

COMPANY. LAP SPLICES SHALL BE 48 BAR DIAMETERS FOR GRADE 60 BARS. DOWEL ALL

VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH VERTICAL WALL OR

TWO BARS IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT ROOF AND

ELEVATED FLOOR LINES, AND @ 48"CC. ONE BAR IN MINIMUM 8" DEEP GROUTED

#5 BARS AT 48", UNLESS NOTED OTHERWISE

EARTH OR WEATHER

TYPICAL

REINFORCING TO BE WELDED

WELDED WIRE FABRIC

CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH

FORMED CONCRETE EXPOSED TO

STEEL REINFORCING:

COLUMN REINFORCING.

HORIZONTAL REINFORCING:

VERTICAL REINFORCING:

#5 AND SMALLER 1 1/2"

ASTM A706 (GR60) LOW ALLOY, DEFORMED

ASTM A615 (GR60) DEFORMED

ASTM A185, WIRE PER ASTM A82

#6 AND LARGER 2"

REQUIRED BY SPECIFIC TRADES:

STEEL REINFORCING:

SPACING OF CROSS WIRES PLUS 2 INCHES.

ASTM A615 GRADES 60 REINFORCEMENT MAY BE USED IF.

LAP SPLICES IN CONCRETE:

ADDITIONAL 3,000 PSI).

TUBULAR STEEL

ITECTURALLY EXPOSED STRUCTURAL STEEL.

SPECIFICALLY EXCLUDED FROM THIS PROJECT).

MINIMUM

ROOF DECKING:

DEPTH WIDTH

YIELD

STRESS

GAGE

WELD ACCEPTED.

ANCHOR BOLTS

BOLTS

STRUCTURAL STEEL:

SHAPES OTHER THAN W AND WT SHAPES

PIPE STEEL

STRUCTURAL STEEL W AND WT SHAPES

FOR BEAMS, COLUMNS, TRUSSES,

AND BRACED FRAMES

MISCELLANEOUS PLATES AND

*3 PER FOOT

0.322 INCHES

OF WIDTH

1 1/2" 36" 18 38,000

PSI

95 MPH. 3 SECOND GUST

"C"

PROVIDE A MINIMUM OF 6" OF SELECT BACKFILL UNDER ALL BUILDING SLABS.

DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE.

NO SPECIAL INSPECTION IS REQUIRED FOR NONSTRUCTURAL SLABS ON GRADE.

PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS.

PRIOR TO PLACING CONCRETE IN REINFORCED CONCRETE REQUIRED TO HAVE

SPECIAL INSPECTION.

OBSERVATION OF CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE

BY THE PLANS OR SPECIFICATIONS. MONITORING OF THE INSTALLATION OF

BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL HAVE BEEN

TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY USED TO

TIGHTEN ALL BOLTS IN ACCORDANCE WITH AISC.

PRIOR TO PLACING OF GROUT, INSPECTION OF GROUT SPACE IMMEDIATELY PRIOR

TO CLOSING OF CLEANOUTS AND DURING PLACEMENT OF ALL GROUT. SPECIAL

INSPECTION FOR PLACING OF UNITS MAY BE PERFORMED AS REQUIRED PER

THE INSPECTOR AND IN AGREEMENT WITH THE CONTRACTING OFFICER.

DURING THE DRILLING AND INSTALLATION OF EXPANSION BOLTS AND

ADHESIVE ANCHORS.

DURING ALL STRUCTURAL WELDING INCLUDING WELDING OF REINFORCING

STEEL.

SEISMIC LOADS:

CONCRETE CONT:

TYPICAL CONCRETE COMPRESSIVE STRENGTHS

WALLS

ELEVATED SLABS AND BEAMS

SLABS ON GRADE

FOOTINGS AND STEM WALLS

UNLESS NOTED OTHERWISE,

ALL CONCRETE SHALL BE

COLUMNS

CONCRETE

4" MAXIMUM

4,000 PSI

3,000 PSI 4" MINIMUM

4" MAXIMUM

MINIMUM 28 DAY

COMPRESSIVE STRENGTH

4,000 PSI

PLACEMENT

4 1/2" MAXIMUM

4" MAXIMUM

SLUMP AT

BEAMS, COLUMNS, AND JOISTS (TO PRIMARY

ALL OTHERS PER LATEST EDITION OF ACI 318.

TO WEATHER OR IN CONTACT

SLABS AND WALLS

REINFORCEMENT, TIES, OR STIRRUPS)

FORMED CONCRETE NOT EXPOSED

WITH GROUND :

#14 AND LARGER

#11 AND SMALLER

1 1/2"

PANEL WIDTH SHEETS.

ROOF DECK SHALL BE PLACED IN 2 SPAN MINIMUM LAY-UP.

FOR TOP OF FOOTING ELEVATIONS, SEE FOUNDATION PLANS AND DETAILS. FOOTINGS HAVE BEEN

DESIGNED FOR ALLOWABLE BEARING PRESSURE OF 2000 PSF.

#6 BARS AT 48", UNLESS NOTED OTHERWISE

ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED WITH 6% AIR. AIR ENTRAINMENT

IN STEEL TROWEL FINISHED FLOORS SHALL NOT EXCEED 3%.

THE SUBCONTRACTOR MAY BE DIRECTED BY THE CONTRACTING OFFICER TO PERFORM SPECIAL INSPECTION (AND

TESTING: GROUT, MORTAR, MASONRY UNIT SAMPLING, AND TESTING SHALL BE

PERFORMED BY THE SUBCONTRACTOR PER USACE SPECIFICATIONS.

TESTING: CONCRETE SAMPLING AND TESTING FOR AIR, SLUMP, AND STRENGTH SHALL BE

PERFORMED BY THE SUBCONTRACTOR PER USACE SPECIFICATIONS.

COLUMNS SHALL BE STANDARD COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI

318. LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED

BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE

ALL SPLICE LOCATIONS SUBJECT TO APPROVAL. PROVIDE BENT CORNER BARS TO MATCH

AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND

WALLS. REINFORCING BAR SPACINGS GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER

CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO

CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD COMPRESSION DOWEL

EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318.

FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.

WITH CONTRACTING OFFICER. LATEST ACI CODE AND DETAILING MANUAL APPLY.

IF ASTM A615 GRADES 60 REINFORCEMENT DO NOT SATISFY THE ABOVE

ALL REINFORCING TO BE WELDED SHALL BE WELDED IN ACCORDANCE WITH AWS D1.4 NO

TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE

UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE FOOTINGS, STEM WALLS, BEAMS,

WALLS, AND SLABS SHALL BE TENSION LAP SPLICES AND LAP SPLICES IN CONCRETE

ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN 1.25.

2. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRENGTH TO THE

(RE-TESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN

EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI

1. THE ACTUAL YIELD STRENGTH BASED ON THE MILL TESTS DOES NOT

REQUIREMENTS, ASTM A706 REINFORCEMENT SHALL BE PROVIDED.

E OR S, GRADE B (Fy = 35 KSI)

ALL WALL SUPPORT STEEL SHALL BE CONSTRUCTED MEETING REQUIREMENTS FOR ARCH-

(SECTIONS 3.1, 3.4, 3.5 AND 4.2 OF THE AISC CODE OF STANDARD PRACTICE ARE

LATEST AISC AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC HANDBOOK

SLAG SHALL BE REMOVED FROM ALL COMPLETED WELDS, AND THE WELD AND ADJACENT

JOINTS SHALL NOT BE PAINTED UNTIL AFTER WELDING HAS BEEN COMPLETED AND THE

BASE METAL SHALL BE CLEANED BY BRUSHING OR OTHER SUITABLE MEANS. WELDED

MINIMUM

FINISH

ASTM A500 GRADE "B" (Fy = 46 KSI)

BY AISC.

ASTM A307

TYPICAL STEEL STRENGTHS

ASTM A36 (Fy = 36 KSI)

ASTM A992 GRADE 50 (Fy = 50 KSI)

*4 PER FOOT

0.302 INCHES

OF WIDTH

SPECS

PER

GALVANIZE

ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED AND QUALIFIED PER AWS IN LIGHT GAGE

DECK WORK ALL WELDING DONE BY E60 (MINIMUM) SERIES RODS. THE FIRST SHEET OF STEEL DECK

ADJACENT AND PARALLEL TO WALLS, PERIMETER MEMBERS OR MEMBERS IDENTIFIED AS CHORD, COLLECTOR OR DRAG MEMBERS (ON ONE OR BOTH SIDES AS APPLICABLE) SHALL BE FULL

BE TIGHTENED BY ONE OF THE AISC APPROVED

METHODS TO THE MINIMUM TENSION SPECIFIED

ASTM A325N, ALL HIGH STRENGTH BOLTS SHALL

ASTM A501 (Fy = 36 KSI) OR ASTM A53, TYPE

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LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC).

UFC 1-200-01 DESIGN; GENERAL BUILDING REQUIREMENTS.

20 PSF, MINIMUM

Ss = 0.19; S1 = 0.07

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DOUBLE LINE SINGLE LINE

NEW PIPE

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

GROOVED END

EXISTING PIPE TO BE

ABANDONED

PIPE AND FITTING SYMBOLS

EXISTING PIPE TO BE REMOVED

STEEL BELLOWS EXP JOINT

GROOVED END ADAPTER FLANGE

ELBOW UP

TEE UP

LATERAL UP

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

UNION

ELBOW DOWN

TEE DOWN

NOTES:

MISCELLANEOUS PIPING SYMBOLS

ANCHOR

PIPE ALIGNMENT GUIDE

STRAINER

GAUGE WITH COCK

THERMOMETER

GAUGE GLASS WITH COCKS

STEAM TRAP

X = NO. IN SPECS

FLOW SWITCH

PRESSURE SWITCH

FLOW METER

X = NO. SHOWN IN SPECS

VALVE SYMBOLS

GATE

BUTTERFLY

GLOBE

BALL

PLUG OR COCK

NEEDLE

ECCENTRIC PLUG

SWING CHECK

BALL CHECK

PRESSURE RELIEF

AIR VENT (AUTO)

AIR VENT (MANUAL)

PRESSURE CONTROL

SOLENOID VALVE

HEATING, VENTILATING, AND

AIR CONDITIONING SYMBOLS

TURNING VANES

FIRE DAMPER

MANUAL OPPOSED-BLADE DAMPER

MANUAL BUTTERFLY DAMPER

MOTORIZED DAMPER

WALL REGISTER OR GRILLE (RETURN AND EXHAUST)

CEILING REGISTER OR GRILLE (RETURN AND

CEILING DIFFUSER OR REGISTER (SUPPLY)

WALL REGISTER OR GRILLE (SUPPLY)

EXHAUST)

CONICAL TEE

BELLMOUTH

SMOKE DAMPER

(200)

FLEXIBLE CONNECTION

FLEXIBLE DUCTWORK

INCLINED RISE IN DUCT

INCLINED DROP IN DUCT

SUPPLY DUCT (SECTION)

INTAKE, RETURN, OR EXHAUST DUCT (SECTION)

200 SCFM

SOUND ATTENUATED DUCT

ROOM TEMPERATURE SENSOR

ROOM HUMIDITY SENSOR

P ROOM PRESSURE SENSOR

HCP

ONLY FLANGED FITTINGS ARE SHOWN FOR DOUBLE LINE PIPING.

FITTINGS WITH OTER END PATTERNS ARE SIMILAR.

EXISTING PIPING AND EQUIPMENT IS SHOWN LIGHT LINED

AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING

AND EQUIPMENT IS SHOWN HEAVY-LINED.-

45 DEGREE ENTRY

FLEXIBLE COUPLING

EXISTING PIPE (SCREENED)

DOOR GRILLE

EXHAUST FAN

FLOOR GRILLE

ECP ENVIRONMENTAL CONTROL PANEL

OBD

HEAT EXCHANGER

MOTORIZED DAMPER

MOTORIZED LOUVER

OPPOSED BLADE DAMPER

SF SUPPLY FAN

SEATING PORT

REGULATED SIDE

FLEXIBLE (ELASTOMER)

PIPE CONNECTION

PLUMBING AND HVAC

EQUIPMENT IDENTIFICATION

DRINKING FOUNTAIN

LAVATORY

SINK

SERVICE SINK

WATER CLOSET

URINAL

LAV

DB DOWNSPOUT BOOT

DN DOWNSPOUT NOZZLE

GUTTER DRAIN

OIL SEPERATOR

SUMP PUMP

WATER HEATER

FLOW STREAM IDENTIFICATION

SERVICEIDENTIFICATION

PLUMBING, HEATING, VENTILATING,

AND AIR CONDITIONING

AHU AIR HANDLING UNIT

FLOOR DRAIN

HD HUB DRAIN

MS MOP SINK

UNIT HEATERUH

ACCU AIR COOLED CONDENSING UNIT

DWHX DOMESTIC WATER HEAT EXCHANGER

CD AIR CONDITIONING CONDENSATE DRAIN

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FILTER HOUSING/MODULE

ROOFTOP FAN

COOLING/HEATING COIL

FAN

DECEMBER 2006

HV HOSE VALVE

VTR VENT THRU ROOF

ETP ELECTRONIC TRAP PRIMER ASSEMBLY

CW COLD WATER

GW GREASE WASTE

HW HOT WATER

FW FILTERED WATER

RA RETURN AIR

SA SUPPLY AIR

HVAC CONTROL PANEL

S SMOKE DETECTOR

CURRENT SENSOR

BDD

BACKDRAFT DAMPER

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D SANITARY DRAIN

HWR HOT WATER RETURN

PMFW POST MIXED FILTERED WATER

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SYMBOL DESCRIPTION

TELEPHONE TERMINAL CABINETTERMINAL JUNCTION BOX

LUMINAIRE, SEE SCHEDULE

FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN

CONDUIT DOWN

CONDUIT UP

CONDUIT, STUBBED AND CAPPED AS SHOWN

CABLE TRAY - SEE SPECIFICATIONS

BUS DUCT - SEE SPECIFICATIONS

DIRECT BURIED CONDUIT

a or or or

CLOCK HANGER

TL - TWIST LOCK

WP - WEATHERPROOF

DUPLEX CONVENIENCE RECEPTACLE - FLUSH IN FLOOR

MULTI OUTLET ASSEMBLY

FIRE ALARM STATION, AUTOMATIC, HEAT DETECTOR

FIRE ALARM BELL

FIRE ALARM HORN

60/40

HOME RUN - DESTINATION SHOWN

EXPOSED CONDUIT AND CONDUCTORS*

CONCEALED CONDUIT AND CONDUCTORS*

FUSED DISCONNECT SWITCH, SIZE INDICATED

(60/40, 60 = SWITCH RATING: 40 = FUSE RATING)

NONFUSED DISCONNECT SWITCH, SIZE INDICATED,

CONVENIENCE RECEPTACLE, PEDESTAL, DUPLEX

SINGLE FACE UNLESS INDICATED OTHERWISE

CONVENIENCE RECEPTACLE - DUPLEX UNLESS NOTED

OTHERWISE

THERMOSTAT

GENERATOR, VOLTAGE AND SIZE AS INDICATED.

GROUNDING CONDUCTOR, SIZE AS INDICATED

CONVENIENCE RECEPTACLE - QUADRUPLEX

TELEPHONE RECEPTACLE (OUTLET BOX ONLY)

ELECTRIC UNIT HEATER

INDICATE TYPE OF DEVICE.

STARTER, MAGNETIC NEMA SIZE INDICATED

FIRE ALARM STATION, MANUAL

FIRE ALARM STATION, AUTOMATIC SMOKE DETECTOR

LIGHTING CONTROLLER

FIBER OPTIC CONDUIT

LETTER SYMBOLS OR ABBREVIATIONS

GENERAL CONTROL OR WIRING DEVICE.

3 POLE

CONTACTOR, MAGNETIC, NEMA SIZE INDICATED

LIGHTING CONTACTOR, SIZE INDICATED

FIRE ALARM HORN/STROBE LIGHT

FIRE ALARM STROBE LIGHT

MOTOR, SQUIRREL CAGE INDUCTION

CONCRETE ENCASED DUCT BANK WHERE XXXX IS THE

DUCT BANK NAME. SEE CIRCUIT AND RACEWAY

XXXX

ELECTRIC AIR CONDITIONER

(SELF CONTAINED UNIT)

CODING DEFINITION

GROUND ROD

CABLE TO CABLE TEE

CABLE TO CABLE CROSS

CABLE TO LUG

PLATE ADAPTER

CABLE TO REINFORCING STEEL

GROUND ROD TO CABLE

FLEXIBLE GROUND STRAP

CABLE TO PIPE (BOLTED CONNECTION)

CABLE TO FLAT

CABLE TO STEEL SURFACE

CABLE TO TOP OF GROUND ROD

SS PARALLEL SPLICE

PIGTAIL FOR CONNECTION TO EQUIPMENT

CABINET OR FRAME

EQUIPMENT GROUND BUSG

N EQUIPMENT NEUTRAL BUS

TELEPHONE SYSTEM RACEWAY

COMPUTER SYSTEM TERMINAL CABINET

COMPUTER NETWORK CONNECTION, FLUSH IN FLOOR

COMPUTER NETWORK CONNECTION

DATA SYSTEM RACEWAY

CTC

COMBINATION TELEVISION CABLE RECEPTACLE (TV)

AND DUPLEX CONVENIENCE RECEPTACLE IN TWO GANG BOX

WITH BARRIER, 12" DOWN FROM CEILING

COMBINATION CLOSED CIRCUIT TELEVISION RECEPTACLE (CCTV)

AND DUPLEX CONVENIENCE RECEPTACLE IN TWO GANG BOX

WITH BARRIER, 12" DOWN FROM CEILING

CLOSED CIRCUIT TELEVISION RECEPTACLE, FLOOR BOX

TELEVISION CABLE RECEPTACLE, FLOOR BOX

SPEAKER, CONE TYPE, RECESSED IN CEILING, SEE

ARCHITECTURAL DRAWINGS FOR CEILING TYPE

SPEAKER, CONE TYPE, SURFACE MOUNTED

SPEAKER, CONE TYPE, WALL MOUNTED

VOLUME CONTROL, WALL MOUNT 5’-0" AFF

INTERIOR PAGING TRUMPET SOUND REPRODUCER

WITH REMOTE AMPLIFIER, SURFACE MOUNTED

SOUND SYSTEM RACEWAY

MICROPHONE OUTLET

LPA

PANELBOARD LETTER

LP - LIGHTING PANEL

DP - DISTRIBUTION PANEL

CARD KEY ACCESS

MONITOR

CONTROL STATION

MON

CONCRETE ENCASED CONDUIT

LPA-2

CORROSION

RESISTANT

C -

CRE -

COMBINATION CIRCUIT BREAKER AND INDICATED)

MAGNETIC STARTER, NEMA SIZE INDICATED

100/40

WALL

SWITCH:

AIR DUCT DETECTOR

TELEPHONE RECEPTACLE (OUTLET BOX ONLY) FLOOR BOX

DOOR SWITCH

GROUND ROD IN TEST WELL

CONDUIT TERMINATION AT CABLE TRAY

METERING FACILITY

COMMUNICATION STATION

VIDEO CAMERA

EX EXISTING CONDUIT/ DUCK BANK

L20R

20 RECEPTACLE, SPECIAL PURPOSE - NEMA CONFIGURATION AND

AMPERAGE INDICATED

CONCEALED CONDUIT ROUTING AREA

CONDUIT ROUTING AREA

CABLE TRAY

POWER SYSTEM PLAN-1 FIRE ALARM SYSTEM PLAN AND RISER

TELEPHONE SYSTEM PLAN AND RISER

COMPUTER SYSTEM (DATA) PLAN AND RISER

CLOSED CIRCUIT/TELEVISION CABLE PLAN AND RISER

LIGHTING SYSTEM PLAN

SECURITY SYSTEM PLAN AND RISER

GROUND SYSTEM PLAN

MCC-A

NOTE:

ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO. 12, ONE NO. 12 GROUND

CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE

NUMBER OF NO. 12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G" INDICATES

GREEN GROUND WIRE.

CONNECTION POINT TO EQUIPMENT SPECIFIED.

RACEWAY, CONDUCTOR,TERMINATION AND CONNECTION

IN THIS DIVISION.

MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME

OR IDENTIFYING SYMBOL AS SHOWN.

[A1]

CROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR.

SIZE CONDUIT ACCORDING TO SPECIFICATIONS

AND APPLICABLE CODE.

CONDUCTOR AND RACEWAY CALLOUT -

FOR CONDUIT AND CONDUCTORS, SEE LEGEND.

SUBSCRIPT NUMBER AT RECEPTACLE INDICATES CIRCUIT

BREAKER, SEPARATELY MOUNTED, SIZE INDICATED

(100/40, 100 = FRAME SIZE; 40 = TRIP RATING)

3 POLE

LUMINAIRE WITH INTERNAL BATTERY BACKUP,

SEE SCHEDULE

LUMINAIRE AND POLE, SEE SCHEDULE

WALL MOUNTED LUMINAIRE, SEE SCHEDULE

SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE

INDICATES SWITCHING. SUBSCRIPT NUMBER

AT LUMINAIRE INDICATES CIRCUIT

WP-

EX-

M-

DOUBLE POLE

THREE WAY

FOUR WAY

WEATHERPROOF

EXPLOSIONPROOF

MOTOR RATED

P-

K-

D-

CRE-

L-

MS-

PILOT LIGHT

KEY OPERATED

DIMMER

CORROSION RESISTANT

MOMENTARY 3-WAY

MANUAL STARTER

WITH OVERLOADS

TTC

SOUND SYSTEM PLAN AND RISER

CONTROL STATION, SEE CONTROL DIAGRAMS

FOR CONTROL DEVICE(S) REQUIRED.

SYMBOL DESCRIPTIONSYMBOL DESCRIPTION

POWER SYSTEM PLAN-2

240V RECEPTACLE

SYMBOL DESCRIPTION

COMBINATION TELEPHONE/DATA RECEPTACLE, FLOOR BOX,

NUMBER OF PORTS INDICATED

COMBINATION TELEPHONE/DATA RECEPTACLE, WALL MOUNTED,

NUMBER OF PORTS INDICATED

COMBINED TELEPHONE/COMPUTER SYSTEM

PLAN AND RISER

EUH

PANELBOARD - SURFACE MOUNTED

PANELBOARD - FLUSH MOUNTED

EXIT LIGHTS - FILLED SECTION INDICATES LIGHTED FACE,

ARROW INDICATES EGRESS DIRECTIONAL INDICATORS,

SEE DRAWINGS

XX = FIXTURE NUMBER, SEE SCHEDULE

STANDBY LIGHTING UNIT, SURFACE MOUNTED, SEE SCHEDULE

SYMBOLS

CONTROL DEIVE-SUPPIED, INSTALLED, AND TERMINATED

UNDER ANOTHER DIVISION. RACEWAY AND CONDUCTORS

SUPPLIED AND INSTALLED UNDER THIS DIVISION.

GENERAL NOTES:

A THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS

OR ABBREVIATIONS APPEAR ON THIS SHEET AND NOT

ON PROJECT DRAWINGS.

B CIRCUITS ARE 2#12, 1#12G 3/4"C UNLESS NOTED OTHERWISE.

CIRCUITS ARE RATED FOR OVERHEAD ROUTING. OBTAIN

ENGINEER APPROVAL ON DERATING FOR UNDERGROUND

OR TRAY INSTALLATION.

C MOUNTING PER SPECIFICATIONS UNLESS INDICATED OTHERWISE.

D NEMA 1 UNLESS INDICATED OTHERWISE, 3R=NEMA 3R, 4X=NEMA 4X,

WP-WEATHERPROOF, X=EXPLOSIONPROOF.

E FOR SCHEMATIC, SEE CONTROL DIAGRAMS.

F IER INDICATES THE MINIMUM SHORT CIRCUIT RATING OF ANY

COMPONET IN AN ASSEMBLY. SERIES OR CASCADED RATINGS

ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED.

C O

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G-6 or

(2a)

OCCUPANCY SENSOR

D K

E E

LUMINAIRE, SEE SCHEDULE

E L

E C

T R

L L

E G

E N

J Z

A H

WALL PHONE

TELECOMMUNICATION GROUND BUS BAR

MASS NOTIFICATION/FA HORN STYLE UNIT

PROJ

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F T

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N T

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A C

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ABBREVIATION DESCRIPTION

GALV

GEN

GFCI

GFR

GND

GPR

GRS

DCS

DIV

DPDT

DPST

UNO

UPS

UVR

VCB

VFD

VIB

WHD

DIRECT CURRENT

DISTRIBUTED CONTROL SYSTEM

DIVISION

DOWN

DISTRIBUTION PANEL

DOUBLE-POLE DOUBLE-THROW

DOUBLE-POLE SINGLE-THROW

DISCONNECT SWITCH

EMPTY

EACH

ELECTRIC DUCT HEATER

EXHAUST FAN

ENGINE GENERATOR

ELEVATION

ELECTRIC

ELEMENTARY

EMERGENCY

EDH

ELEC

ELEM

EMER

GROUND

GALVANIZED

GENERATOR

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT RELAY

GROUND

GENERATOR PROTECTOR RELAY

GALVANIZED RIGID STEEL CONDUIT

OPEN

OPEN-CLOSE-AUTO

OIL CIRCUIT BREAKER

OVERCURRENT RELAY

OHMMETER

OVERLOAD RELAY

ON-OFF

ON-OFF-AUTO

ON-OFF-REMOTE

OCCUPANCY SENSOR

OCA

OCB

OCR

OHM

OOA

OOR

UNLATCH COIL

UNIT HEATER

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

UNDER VOLTAGE RELAY

J,JB JUNCTION BOX

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

VOLTAGE, VOLTS

VACUUM CIRCUIT BREAKER

VARIABLE FREQUENCY DRIVE

VIBRATION

VOLTMETER

VOLTAGE REGULATOR

VOLTMETER SWITCH

EMS

EMU

ENCL

EQPT

ETM

EUH

EXH

EXST

ENERGY MONITORING SYSTEM

ENERGY MONITORING UNIT

ENCLOSURE

EXPLOSION-PROOF

EQUIPMENT

ELAPSED TIME METER

ELECTRIC UNIT HEATER

EXHAUST

EXISTING

BAT

BKR

BLDG

BOT

BATTERY

BARE COPPER

BREAKER

BUILDING

BOTTOM

XFMR

XPDR

TRANSDUCER

TRANSFORMER

TRANSPONDER

PCC

PCB

PLC

PNL

POT

PVC

PWR

KEY INTERLOCK

KILOAMPERES

THOUSAND CIRCULAR MILS

KILOVOLTS

KILOVOLT AMPERES

KILOWATTS

KILOWATT HOURS

KILOWATT HOURS DEMAND

FAP

FDR

F, FU

FLEX

FLR

FLUOR

FREQ

FVNR

FVR

FWD

FORWARD, FREQ

FIRE ALARM

FIRE ALARM PANEL

FEEDER

FUSE

FINISHED FLOOR

FLOW INDICATOR

FLEXIBLE CONDUIT

FLOOR

FLUORESCENT

FIBER OPTIC

FIELD PANEL

FREQUENCY

FLOAT SWITCH

FLOW TRANSMITTER

FUSE

FULL VOLTAGE NON-REVERSING

FULL VOLTAGE REVERSING

FORWARD

HGT

HID

HOA

HOR

HPS

HVAC

HIGH SPEED

HEIGHT

HANDHOLE

HIGH INTENSITY DISCHARGE

HAND-OFF-AUTO

HAND-OFF-REMOTE

HORSEPOWER

HIGH PRESSURE SODIUM

HAND SWITCH

HIGH VOLTAGE

HEATING, VENTILATING &

AIR CONDITIONING

HERTZ

AMMETER, AMPERE, AUTOMATIC

AIR-BREAK SWITCH

ABOVE

ALTERNATING CURRENT

AIR-CIRCUIT BREAKER

AREA CONTROL CENTER

CENTER AREA CONTROL PANEL

ALUMINUM CONDUCTOR

STEEL-REINFORCED

ADJUSTABLE

AMPERE FRAME

ADJUSTABLE FREQUENCY DRIVE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMPERE-HOUR METER

AIR HANDLING UNIT

ALUMINUM

AMMETER

AMPERE

AMPLIFIER

ANNUNCIATOR

ANTENNA

APPROXIMATE

AMMETER SWITCH, AMPERE SENSOR

AUXILIARY SWITCH NORMALLY CLOSED

AUXILIARY SWITCH NORMALLY OPEN

AIR SUPPLY UNIT

AUTOMATIC TRANSFER CONTROL

AMPERE TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AMERICAN WIRE GAGE

AB SW

ABV

ACB

ACC

ACP

ACSR

ADJ

AFD

AFF

AFG

AHM

AHU

AMM

AMP

AMPL

ANN

ANT

APPROX

ASC

ASO

ASU

ATC

ATS

AUTO

AUX

AWG

INTERRUPTING CAPACITY

INSTRUMENTATION AND CONTROL

INCANDESCENT

INSTANTANEOUS

INTERRUPTING

INTRINSICALLY SAFE RELAY

I & C

INCAND

INST

INT

ISR

LIT

LOR

LPS

LT FLEX

LIGHTING CONTACTOR, LOW SPEED,

LOWER

LIGHTING CONTROLLER, LATCH COIL

LEVEL ELEMENT

LEVEL INDICATING TRANSMITTER

LOCAL-OFF-REMOTE

LOCAL , LIGHTING PANEL

LOW PRESSURE SODIUM

LOCAL/REMOTE

LIMIT SWITCH, LEVEL SWITCH

LEVEL TRANSMITTER

LIQUID-TIGHT FLEX CONDUIT

N.O.

NTS

NORMALLY OPEN

NAMEPLATE

NOT TO SCALE

RCPT

REF

REM

RGS

RMS

RTU

RTD

RVNR

RVR

PULL BOX

PHOTOCELL

POINT OF COMMOM COUPLING

POWER CIRCUIT BREAKER

POWER FACTOR

PHASE

PROGRAMMABLE LOGIC CONTROLLER

PANEL

POTENTIOMETER

POWER PACK

PRESSURE SWITCH

POTENTIAL TRANSFORMER

POLYVINYL CHLORIDE

POWER

RELAY,REVERSE,RUN,RAISE

RECEPTACLE

REFERENCE

REMOTE

RIGID GALVANIZED STEEL CONDUIT

ROOT MEAN SQUARE

REMOTE TELEMETRY UNIT

RESISTANCE TEMPERATURE DETECTOR

REDUCED VOLTAGE NON-REVERSING

REDUCED VOLTAGE REVERSING

TDC

TDO

TDR

TEL

TEMP

TJB

TST

TVSS

TYP

THERMOSTAT, TRANSFORMER

TERMINAL BOARD, TEST BLOCK

TEMPERATURE DETECTOR, TIME DELAY

TIME-DELAY CLOSING

TIME-DELAY OPENING

TIME DELAY RELAY

TELEPHONE

TEMPERATURE

TERMINAL JUNCTION BOX

TWISTED SHIELDED PAIR

TWISTED SHIELDED TRIAD

TRANSIENT VOLTAGE

SURGE SUPPRESSOR

TYPICAL

ZS POSITION SWITCH

WATTS

WATT HOUR DEMAND METER

WATTMETER

WEATHERPROOF

CCS

CKT

CLF

CLG

COM

CONN DIAG

CONT

CPT

CPU

CONDUIT, CONTACTOR,

CONDUCTOR, CLOSE

CIRCUIT BREAKER

CONTROL CABLE

CENTRAL CONTROL SYSTEM

CIRCUIT

CURRENT LIMITING FUSE

CEILING

COMMUNICATIONS

CONNECTION DIAGRAM

CONTINUE

CONTROL PANEL

CONTROL POWER TRANSFORMER

CENTRAL PROCESSING UNIT

CONTROL RELAY COATED

CONTROL STATION:C=CLOSE, T=TRIP

CURRENT TRANSFORMER, CABLE TRAY

KCM

KVA

KWH

KWHD

SCU

S/N

SOL

SPD

SST

SUB

SWBD

SWGR

SYMM

SURGE ARRESTER

SPEED CONTROL

SPEED CONTROL UNIT

SUPPLY FAN

SPACE HEATER

SOLID NEUTRAL

SOLENOID

SPEED

START STOP

STAINLESS STEEL

SHUNT TRIP

SUBSTATION

SOLENOID VALVE

SWITCH

SWITCHBOARD

SWITCHGEAR

SYMMETRICAL

G-7

NEUT

NIC

MAN

MAX

MCC

MDC

MECH

MERC

MFR

MIN

MNS

MOP

MPR

MRCT

MSC

MTD

MTS

MAGNETIC CONTACTOR COIL,

MOTOR, MANUAL

MILLIAMPERE

MANUAL

MAXIMUM

MOTOR CONTROL CENTER

MOTORIZED DAMPER CONTROL

MECHANICAL

MERCURY VAPOR

MANUFACTURER

MANHOLE, METAL HALIDE,

MOUNTING HEIGHT

MINIMUM

MASS NOTIFICATION SYSTEM

MOTOR OPERATOR

MOTOR OPERATED POTENTIOMETER

MOTOR PROTECTION RELAY

MULTI RATIO CURRENT TRANSFORMER

MOTOR STARTER

MANUFACTURER SUPPLIED CABLE

MOUNT

MOUNTED

MANUAL TRANSFER SWITCH

MEDIUM VOLTAGE

NEUTRAL, NORMAL

NON-AUTOMATIC

NORMALLY CLOSED

NEUTRAL

NOT IN CONTRACT

IER INTEGRATED EQUIPMENT RATING

D K

E E

E L

E C

T R

L A

B B

R E

N S

DECEMBER 2006

J K

A H

ABBREVIATIONS

TGB

TSP

TMGB TELECOMMUNICATION MAIN GROUND BUSBAR

TELECOMMUNICATION GROUND BUSBAR

UTP UNSHIELDED TWISTED PAIR

CU COPPER

CAT5E CATEGORY 5E CABLE

PROJ

DATE

D A

T E

N O

D S

G N

D R

R E

C H

A P

V D

B Y

A P

V D c

SHEET

DWG

FILENAME: PLOT DATE:PLOT TIME:CDFng07d_345944.dgn 12/13/200611:57:43 AM

C H

L L

H T

S R

E S

E R

V E

1 2 3 4 5 6

A P

V R

N D

A T

E D

E S

C R

N O

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

345944

P R

E L

A R

N O

T F

O R

C O

N S

T R

U C

R E

P U

B L

F K

O R

E A

R E

U S

E O

F D

O C

U M

E N

T S

N Y

R E

U S

M O

O R

A L

T E

R A

N O

F T

D O

C U

M E

N T

A N

D T

H E

I D

E A

S A

N D

D E

N S

I N

C O

R P

O R

A T

E D

H E

R E

S A

T T

H E

S O

L E

K O

F T

H E

P A

R T

Y (I

E S

E U

M O

O R

A L

T E

G I

A L

L R

E F

E R

E N

C E

S T

O C

M H

A N

D I

T S

E M

P L

O Y

E E

S A

N D

A L

L P

R O

F E

S S

A L

S E

A L

S S

H A

L L

B E

R E

M O

V E

D P

R T

O A

N Y

R E

U S

M O

N O

R A

L T

E R

A T

O F

T H

O C

U M

E N

O S

A N

A B

C O

N T

R A

C T

N o R

E Z

C -0

-0

A R

M Y

A N

D A

O R

C E

E X

C H

A N

G E

S E

R V

C O

N S

T R

U C

T D

U A

L F

O O

D F

A C

E E

S S

E E

S S

345944

C-101

EXISTING

SEWAGE

LIFT STATION

DUAL FOOD FACILITY

B.K. & POPEYES

C-501

CONCRETE SIDEWALK,

TYP

C-501

ADA PARKING

SYMBOL, TYP

C-503

CONCRETE CURB

AND GUTTER, TYP

C-502

SIDEWALK RAMP

C-501

BLDG 833

BLDG 834

BLDG 824NOTES:

0 6 12 18

REMOVED

BY OTHERS

REMOVED

BY OTHERS

REMOVED

BY OTHERS

FUEL TANKS AND

LINES TO BE

REMOVED BY

OTHERS

C-502

EXISTING

POWER POLE

ELECTRICAL PAD,

SEE E-101

SIDEWALK

RAMP

C-501

GUARDPOST,

TYP OF 11

Scale In Meters

C-503 C-503

CONCRETE CURB

AND GUTTER

C-502

CONCRETE VALLEY

AND GUTTER

DEMOLISH DRAINAGE

CHANNEL, SEE NOTE 4

A-508

RAILROAD TRACKS TO

BE REMOVED BY OTHERS

C-503

GRASS, SEE NOTE 5

OFFICER

PARKING

C-503

C-502

CONCRETE CURB

AND GUTTER

POPEYES

PRESALE SIGN

A-XX

A-506

POPEYES MENU BOARD

WITH TOPPER

A-509

A-507

EXISTING

WELL

A-507

A-508

A-507

C-501

REINFORCED

CONCRETE

PAVEMENT

BURGER KING

PRESALE MENU

BOARD

C-501

SHRUBS TO BE

REMOVED BY

OTHERS

C-503

SMALL TREE

PLANTING, TYP

CONCRETE CURB

AND GUTTER

C-502

C-501

TRASH

AREA

C-502

CHAIN LINK FENCE,

BY OTHERS, SEE

NOTE 2 AND

C-503

AC TO CONCRETE

TRANSITION

C-503

BURGER KING

MENU BOARDBURGER KING

CLEARANCE

SIGN

A-507

A-506

POPEYES

CLEARANCE

SIGN

MONUMENT

SIGN

A-507

BURGER KING

ENTER SIGN

A-507

E 325010.592

E 325005.444

E 325008.368

POPEYES DRIVE

THRU SIGN

E 325017.86

PI, R = 6.960M

N 4106008.93

PI, R = 4.572M

N 4106026.102

PI, R = 4.572M

N 4106019.281

E 325019.886

PI, R = 12.802M

N 4106017.553

N 4106005.992

E 324998.251

N 4105989.130

E 324984.183

N 4105983.143

E 324982.491

N 4105977.956

E 324984.290

E 324988.755

PI, R = 0.914M

N 4105985.315

E 324992.484

ASPHALT

CONCRETE, TYP

E 324993.095

E 325002.473 E 325004.602

100mm WIDE PAINTED

STRIPE AS SPECIFIED

E 325002.877

E 325029.252

E 325031.382

PI, R = 0.914M

N 4105993.267

PI, R = 0.914M

N 4105993.409

PI, R = 4.572M

N 4105980.797

N 4105971.619

N 4105986.155

E 325004.965

PI, R = 0.914M

N 4105985.405

PI, R = 0.914M

N 4105991.488

PI, R = 0.914M

N 4105991.629

PI, R = 6.960M

N 4105997.551

E 325031.785

PI, R = 0.914M

N 4105987.327

N 4105987.794

E 325029.616

E 325035.847

E 325051.966

PI, R = 4.572M

N 4105999.628

PI, R = 4.572M

N 4105998.556

E 325034.681

PI, R = 1.524M

N 4106016.094

N 4106016.584

E 325042.046

E 325050.684

PI, R = 1.524M

N 4106018.898

E 325028.338

E 325032.291

E 325032.946

PI, R = 0.914M

N 4105979.461

PI, R = 3.048M

N 4105979.724

BURGER KING

THANK YOU

SIGN

PI, R = 3.048M

N 4105969.865

E 325041.453

E 325043.187

E 325040.679

PI, R = 1.524M

N 4105982.214

PI, R = 0.610M

N 4105982.381

PI, R= 4.12M

N 4105970.558

N 4105976.906

E 325043.551

E 325126.519

SHRUB PLANTING

FROM CONTAINER, TYP

POPEYES THANK

YOU SIGN

E 325122.566

E 325127.244

N 4105982.183

E 325122.929

PI, R = 0.914M

N 4105987.658

PI, R = 3.048M

N 4105987.921

PI, R = 4.572M

N 4105977.013

E 325134.960

END

PARKING

PI, R = 6.096M

N 4105980.415

E 325134.454

JOIN EXISTING

CURB

PI, R = 0.610M

N 4105988.023

N 4105988.387

E 325139.928

N 4105999.342

E 325139.200

N 4106000.863

E 325139.099

E 325133.625

AC TO CONCRETE

TRANSITION

PI, R = 0.610M

N 4106000.499

E 325133.726

EXISTING

POWER POLE

PI, R = 0.610M

N 4105998.978

N 4106017.297

E 325138.006

E 325131.525

E 325132.530

PI, R = 3.048M

N 4106016.933

PI, R = 6.096M

N 4106032.311

N 4106027.205

E 325067.561

E 325041.446

N 4105999.469

E 325098.098

N 4105997.056

E 325069.952 0.914M

N 4106018.751

E 325068.509

R = 0.610M

E 325064.173

PI, R = 20.059M

N 4106019.684

E 325115.633

N 4106016.332

E 325064.296

N 4105997.476

E 325065.549

SHRUB PLANTING

FROM CONTAINER

END OF CURB

N 4106023.105

E 325089.697

MONUMENT

SIGN

E 325087.011

PI, R = 0.914M

N 4105985.294

PI, R = 0.914M

N 4105985.473

N 4105979.820

E 325087.374

CONCRETE

SIDEWALK,

TYP

REMOVED

BY OTHERS

N 4105979.998

E 325090.061

3 6

4 4

ASPHALT

CONCRETE,

TYP

SEPTIC TANK

REMOVED BY

OTHERS

FENCE

REMOVED

BY OTHERS

C-502

CONCRETE

VALLEY GUTTER

CONCRETE

VALLEY GUTTER

C-502

100mm WIDE

PAINTED SKIP

STRIPE, AS

SPECIFIED

FENCE

REMOVED

BY OTHERS

STRUCTURES

REMOVED

BY OTHERS

STRUCTURES

AND FENCES

REMOVED

BY OTHERS

CURB TRANSITION

N 4106020.210

CATCH

BASIN

CONCRETE VALLEY

GUTTER

JOIN EXISTING

SIDEWALK

SIDEWALK RAMP

ADD BULKHEAD TO

EXISTING DRAINAGE

CHANNEL

BURGER KING

THANK YOU

SIGN

CURB TRANSITION

N 4106018.502

E 325024.960

SEE NOTE 10

POPEYES DRIVE

THRU SIGN

RELOCATED FIRE

HYDRANT, SEE C-103

RELOCATE FIRE

HYDRANT, SEE C-103

CONTRACTION

JOINT, TYP

VESTIBULE,

TYP

PAINTED

STRIPES

600mm O.C.

DEMOLISH AND REMOVE EXISTING CURB AND GUTTER

AND ASPHALT PAVEMENT AS REQUIRED FOR

CONSTRUCTION.

BUILDING COORDINATES REFER TO OUTSIDE CORNER

OF CONCRETE WALL.

SAWCUT EXISTING SIDEWALKS AT CONNECTION POINT

OR REMOVE TO NEAREST EXPANSION JOINT.

TRANSITION CURB FROM HEIGHT OF 0 TO HEIGHT OF

150mm IN 300mm LENGTH.

10.

ALL DEMOLITION OF EXISTING STRUCTURES, ASPHALT

PAVEMENT, TO BE COMPLETED BY OTHERS. UNLESS

NOTED OTHERWISE.

NEW CHAIN LINK FENCING TO BE INSTALLED BY OTHERS.

ALL CONFLICTING FENCING TO BE REMOVED BY OTHERS.

ALL MATERIALS STORAGE / CONTRACTOR STAGING SHALL

BE WITHIN THE PROJECT BOUNDARY.

DEMOLISH DRAINAGE CHANNEL TO NEW BULKHEAD. FILL

WITH COMPACTED GRANULAR MATERIAL.

ALL DISTURBED SURFACES SHALL BE SEEDED WITH GRASS

SEED MIX, SEE LAWNS AND GRASSES SECTION 02920 FOR

REQUIREMENTS.

PROVIDE AND MAINTAIN EROSION CONTROL MEASURES

CONSISTING OF SEDIMENT CONTROL, DRAINAGE INLET

PROTECTION, SOIL EROSION CONTROL ETC. AT ALL TIMES

DURING CONSTRUCTION. REMOVE ALL EROSION CONTROL

MEASURES AS CONSTRUCTION IS COMPLETED, ONLY AS

AREAS BECOME STABILIZED.

ROLLING

DOUBLE

GATE

6’ BLOCK

WALL

6’ BLOCK WALL

REMOVED

BY OTHERS

PROJ

DATE

SHEET

DWG

FILENAME: PLOT DATE:PLOT TIME:CDFncl101d_345944.dgn 12/13/20061:05:48 PM

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

E E

S S

E E

S S

EXISTING

SEWAGE

LIFT STATION

BLDG 833

BLDG 834

BLDG 824

NOTES:

0 6 18

DUAL FOOD FACILITY

B.K. & POPEYES

FF ELEV. 12.000

MATCH EXST

SIDEWALK GRADE

345944

DECEMBER 2006

C-102

MATCH EXST

GRADE

MATCH EXST

GRADE

TC 11.610

BC 11.460

TC 11.792

BC 11.642

11.923

MATCH EXST

GRADE AT

GRADING LIMITS

3:1 SLOPE,

TYP

TC 12.161

BC 12.011

TC 12.789

BC 12.639

12.450

11.620

TOG 11.400

TC 11.950

BC 11.800TC 12.419

TC 12.066

BC 11.916

TC 11.677

BC 11.527

TC 11.457

TOG/BC 11.307

Scale In Meters

ELEVATIONS GIVEN ARE IN METERS.

CONTOURS ARE DISPLAYED AT 0.2M INTERVALS.

ADJUST ALL EXISTING MANHOLE RIMS AND VALVE

COVERS TO ELEVATIONS REQUIRED TO ACHIEVE

FINISH GRADES SHOWN.

ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS

SHOWN OTHERWISE.

SPOT ELEVATIONS ALONG CURB LINES REPRESENT

FLOW LINE UNLESS NOTED OTHERWISE.

MATCH EXISTING

CURBS

BC 11.116

TC 11.166

BC 11.158

TC 11.308

BC 11.302

TC 11.452

MATCH

EXISTING

GRADE

BC 11.500

TC 11.650

BC 11.500

TC 11.650

BC 11.500

TC 11.650

BC 11.500

BC 11.970

TC 12.120

BC 11.970

BC 11.581

TC 11.731

BC 11.493

TC 11.643

BC 11.691

TC 11.841

BC 11.831

TC 11.981

BC 11.973

TC 12.123

BC 12.368

TC 12.518

BC 12.208

TC 12.358

BC 12.225

TC 12.375

TC 12.380

BC 12.230

BC 12.401

TC 12.551

BC 12.231

TC 12.381

BC 12.408

TC 12.558

BC 12.391

BC 12.541

BC 12.440

TC 12.590

BC 12.690

TC 12.840

MATCH

EXISTING CURB

12.000

12.00

BC 11.982

TC 12.132

BC 11.850

TC 12.000

BC 11.850

TC 12.000

BC 11.850

TC 12.000

BC 11.850

BC 11.820

TC 11.850

BC 11.850

TC 11.850

TC 12.400

BC 12.250

BC 12.160

TC 12.310

BC 12.150

TC 12.300

BC 12.440

TC 12.590

BC 12.530

TC 12.680

BC 12.650

TC 12.800

MATCH EXST

CURB

BC 11.940

TC 12.090

BC 11.850

TC 12.000

BC 11.800

TC 11.950

BC 11.830

TC 11.980

BC 11.790

TC 11.940

BC 11.920

TC 12.070

BC 11.700

TC 11.850

BC 11.470

TC 11.620

BC 11.890

TC 12.040

BC 11.940

TC 12.090

BC 12.220

TC 12.370

BC 12.500

TC 12.650

MATCH EXST

CURB

MATCH EXST

GRADE

BC 12.320

TC 12.470 BC 12.130

TC 12.280

BC 12.030

TC 12.180

BC 12.090

TC 12.240

BC 12.180

TC 12.330

BC 12.269

BC 11.830

TC 11.980BC 11.870

TC 12.020

BC 11.910

TC 12.060

TC 12.100

BC 11.950

BC 11.960

TC 12.090

BC 11.870

TC 12.020BC 11.740

TC 11.890

BC 11.750

TC 11.900

BC 11.750

TC 11.900

BC 11.650

TC 11.800

BC 11.600

TC 11.750

BC 11.770

TC 11.920

BC 11.740

TC 11.890

BC 11.650

TC 11.800

BC 11.680

TC 11.830

BC 11.460

TC 11.610

BC 11.480

TC 11.630

BC 11.440

TC 11.590

BC 11.230

TC 11.380

BC 11.050

TC 11.200

BC 11.130

TC 11.280

TOG 12.520

TOG 11.550

TOG 11.400

BC 11.210

TC 11.360

TC 11.350

BC 11.200

TC 11.000

BC 11.000

BC 11.020

TC 11.170

TOG

11.087

BC 11.080

TC 11.230

BC 11.040

TC 11.040

BC 10.780

TC 10.930

PROJ

DATE

SHEET

DWG

FILENAME: PLOT DATE:PLOT TIME:CDFncg102d_345944.dgn 12/13/20061:07:23 PM

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

E E

S S

E E

S S

345944

DECEMBER 2006

C-103

EXISTING

SEWAGE

LIFT STATION

DUAL FOOD FACILITY

B.K. & POPEYES

BLDG 833

BLDG 834

BLDG 824

NOTES:

0 6 12 18

8" SD

4" SS

4" GREASE

WASTE

C-502

C-503

Scale In Meters

SEE NOTE 1

C-502

EXISTING

WELL

EXISTING

SANITARY

EXST ABANDONED

WATER LINE

C-503

MANHOLE

N 4105969.83

C-503

GREASE

INTERCEPTOR,

P-501

EXST SANITARY

SEWER LINE

E 325050.577

CLEANOUT

N 4106015.56

C-504

EXST SANITARY

SEWER LINE TO

BE ABANDONED

RELOCATE EXST

FIRE HYDRANT,

SEE NOTE 3 AND

E 325045.958

C-504

EXST ABANDONED

WATER LINE

EXST FUEL, TO

BE REMOVED

BY OTHERS

EXST STORM

DRAIN

C-502

1" LANDSCAPE

WATER

1" LANDSCAPE

WATER

8" SD

3" CW

SEE NOTE 2

8" SD

C-503

E 325133.626 RELOCATE EXST

FIRE HYDRANT,

SEE NOTE 3 AND

C-504

CATCH BASIN

N 4106024.551

CATCH BASIN

N 4106005.442

MANHOLE

N 4106000.038

CATCH BASIN

N 4105993.921

N 4105971.714

MANHOLE

N 4105978.235

CATCH BASIN

N 4105982.148

N 4106018.478

CATCH BASIN

N 4106026.299

CATCH BASIN

N 4106021.802

8" SD

10" SD

E 325012.883

GRATE 11.087

IE OUT 10.587

E 324998.287

GRATE 11.307

IE OUT 10.807

E 324975.126

RIM 11.180

IE (NE) IN 9.940

IE (E) IN 9.880 (EXST)

IE (NW) OUT 9.880 (EXST)

E 325039.900

GRATE 11.400

IE OUT 10.900

E 325048.919

GRATE 11.400

IE OUT 10.838

E 325121.943

GRATE 11.550

IE OUT 11.230

E 325127.284

GRATE 12.520

IE OUT 12.020

E 325083.651

RIM 12.180

IE (E) IN 11.582

IE (NE) IN 10.972

IE (W) OUT 10.972 (EXST)

E 325019.185

GRATE 11.610

IE (SW) IN 10.684

IE (NE) IN 10.472

IE (N) IN 10.591

IE (NW) IN 10.461

IE (SW) OUT 10.412

EXISTING 250mm WATER

LINE FIELD VERIFY LOCATION

AND DEPTH

CONNECT TO

EXST 800mm SD

PIPE, SEE NOTE 4

DRILL EXISTING CONCRETE WALL OF PUMP STATION WET

WELL AND PROVIDE WATERTIGHT SEAL AROUND PIPE.

PROVIDE ALL FITTINGS NECESSARY TO MAKE CONNECTION

OF NEW 3" WATER TO EXISTING WATER MAIN. EXISTING MAIN

TO REMAIN IN SERVICE AT ALL TIMES.

PROVIDE ALL FITTINGS AND EXTEND PIPE AS NECESSARY

TO RECONNECT RELOCATED FIRE HYDRANTS.

CONNECT TO EXISTING STORM DRAIN LINE. CONTRACTOR

TO FIELD VERIFY. EXST INVERTS ARE APPROXIMATE.

ALL NEW PIPING SHALL HAVE A MINIMUM OF 3’ OF COVER

IF POSSIBLE. PIPING SHALL HAVE CONCRETE ENCASEMENT

UNDER ROADWAYS IF COVER IS LESS THAN 18".

FOR TYPICAL TRENCH, SEE

FOR PIPE CROSSINGS WITH LESS THAN 12" CLEARANCE SEE,

COORDINATE WITH BASE CE AND BASE UTILITIES FOR

CONNECTIONS TO ALL EXISTING UTILITIES.

PROJ

DATE

SHEET

DWG

FILENAME: PLOT DATE:PLOT TIME:CDFncy103d_345944.dgn 12/13/20061:06:46 PM

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

E E

C O

N S

T R

U C

T D

U A

L F

O O

D F

A C

C O

N T

R A

C T

N o R

E Z

C -0

-0

O S

A N

A B

R E

P U

B L

F K

O R

E A

345944

N O

D E

S C

N D

A T

E N

A P

V R

P A

L O

N G

M J

B A

L D

C-501

2:1 M

AX SLOPE

2:1 M

AX SLOPE

S E

T E

FINISH GRADE,

SLOPE AS

SHOWN ON

GRADING PLANS

TYP

PREPARED

SUBGRADE

1:1, TYP

BASE COURSE

T E

BASE COURSE

PREPARED

SUBGRADE

TOOLED

COLD JOINT

MIN

NOTES:

TYPICAL CURB SECTION

TYPICAL SECTION

WIDTH AS NOTED ON PLANS

50:1 20:1

NO LIP

12:1

L A

N D

GRAMP

STANDARD CURB

AND GUTTER

RAMP

LANDING

WING

STANDARD CURB

AND GUTTER

SETBACK AS

SPECIFIED

CROSSWALK

STRIPE (TYP)

CROSSWALK

STRIPE (TYP)

WING

NOTES:

CURB RAMP (TYPE 2)

TYPICAL SECTION

THROUGH RAMP

CURB RAMP (TYPE 1)

RAMP TEXTURE DETAILS

12:1

RETAINING CURB

LANDING

50:120:1

NO LIP

12:1

NOTES:

RAMP TEXTURE DETAILS

TYPICAL SECTION THROUGH

COMBINED CURB RAMP

CURB RAMP (TYPE 4)

STRETCHER

BAR, TYP

CORNER

POST, TYP

BRACE

LINE POST

TRUSS ROD

TENSION

WIRE NO. 7

T Y

STRETCHER

BANDS, TYP

MAX POST

SPACING

3 STRANDS

BARBED WIRE,

IF SPECIFIED

TOP RAIL,

IF SPECIFIED

TOP RAIL,

IF SPECIFIED

O R

A S

S P

E C

TENSION WIRE

LINE

POST

PULL POST

BRACE AND TRUSS

ROD REQUIRED AT

GATES AND SIDE

OF ALL CORNER

POSTS.

FABRIC ATTACHED

TO OUTSIDE OF

POSTS.

LINE POST CONNECTION TOP RAIL CONNECTION

NOTES:

TYPICAL CORNER POST

TYPICAL PULL POST

TOP OF

PREPARED

SUBGRADE

GEOTEXTILE

(IF SPECIFIED)

PREPARED

SUBGRADE

(AS SPECIFIED)

TYPICAL CONCRETE SIDEWALK

NTS

SIDEWALK ACCESS RAMPS/CORNERS

NTS 3

SIDEWALK ACCESS RAMPS/MID-BLOCK

NTS

CHAIN LINK FENCE

NTS

ASPHALT CONCRETE

ASPHALT CONCRETE PAVEMENT

NTS

BASE COURSE

PREPARED

SUBGRADE

S E

E N

O T

NOTES:

CONCRETE PAVEMENT

NTS

D E

T A

.92M 1.52M

(1.22M

MIN)

.92M

MIN

.9 M

(1 .2

.9 M

1.22M

1.52M

1.52M1.52m

5m m

(1 .2

(1.22M MIN)

3mm (1/8")

32mm (1 1/4") TO

38mm (1 1/2") NOM

6mm (1/4") NOM

11MM (1/2") TO

19MM (3/4") NOM

MIN 102mm (4") BASE

COURSE

AS SHOWN

1.22M (4’ MIN)

2m m 6"

1.83M (6’)

1.52M (5’)

STANDARD CURB

AND GUTTER

NO. 9 GALV

WIRE CLIP

SPACE 0.6M (24") MAX

NO. 9 GALV

WIRE CLIP

SPACE 305mm (12")

MAX BOTTOM TIE

TO BE 254mm (10")

MAX ABOVE GROUND

51mm (2") CHAIN

LINK FABRIC, OR

AS SPECIFIED

m m

T Y

51mm (2") CHAIN

LINK FABRIC, OR

AS SPECIFIED

406mm (16") DIA

CONC CORNER

BASE

m m

) 3.05M (10’-0") MAX

3.05M

(10’-0")

229mm (9") DIA

CONC BASE, TYP

10mm (3/8") TRUSS

ROD ASSEMBLY

DECEMBER 2006

B W

A G

N E

WIDTH AS NOTED ON PLANS 305mm (12")

152mm (6") m m

12.7mm (1/2") PJF

(WHERE AGAINST

STRUCTURE)

m m

32mm (1 1/4") TO

38mm (1 1/2") NOM

6mm (1/4") NOM

3mm (1/8")

13mm (1/2") TO

19mm (3/4") NOM

VARIABLE

305mm (1’) MIN

51mm (2")

MIN 102mm (4")

BASE COURSE

(3’-1/4") (3’-1/4")

(4’-11") (4’-1

1")

3 STRANDS

BARBED WIRE,

IF SPECIFIED

(1 2"

EXCEPTIONS TO THE REQUIREMENTS IN THIS DRAWING MUST BE APPROVED BY THE

ENGINEER AND MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT" (ADA).

LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP. LANDING SLOPES SHALL

NOT EXCEED 50:1 IN ANY DIRECTION. THE SLOPE OF THE SURFACING AT THE BOTTOM

OF THE RAMP SHALL NOT EXCEED 20:1 FOR A DISTANCE OF 2’ (SEE TYPICAL SECTION

ABOVE).

MINIMUM LANDING DIMENSIONS SHALL BE 1.22M (4’-0") x 1.22M (4’-0").

RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND TEXTURE. TEXTURING

SHALL BE DONE WITH AN EXPANDED METAL GRATE STAMPED INTO THE CONCRETE.

SIDEWALKS 2.44M (8’-0") AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION

JOINT AT THE MIDPOINT.

CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 102mm (4") MINIMUM, THICKNESS IN DRIVEWAY SHALL BE 152mm (6") MINIMUM.

EXCEPTIONS TO THE REQUIREMENTS IN THIS DRAWING MUST BE APPROVED BY THE

ENGINEER AND MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT" (ADA).

LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP. LANDING SLOPES SHALL

NOT EXCEED 50:1 IN ANY DIRECTION. THE SLOPE OF THE SURFACING AT THE BOTTOM

OF THE RAMP SHALL NOT EXCEED 20:1 FOR A DISTANCE OF 0.6M (2’) (SEE TYPICAL

SECTION ABOVE).

MINIMUM LANDING DIMENSIONS SHALL BE 1.22M (4’-0") x 1.22M (4’-0").

RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND TEXTURE. TEXTURING

SHALL BE DONE WITH AN EXPANDED METAL GRATE STAMPED INTO THE CONCRETE.

1.22M (4’-0") MIN

229mm (9") DIA

CONC BASE, TYP

406mm (16") DIA

CONC PULL BASE

CONTRACTION JOINT, SEE NOTE 1 AND 2

CONCRETE SLAB ON GRADE

C L

MIN DIA

CONCRETE

ENCASEMENT

GROUT PLUG

FINISH GRADE

NTS

GUARD POST

PREPARED

SUBGRADE

EXISTING BASE

COURSE

NEW BASE

COURSE

NEW PAVEMENT

EXISTING

PAVEMENT

EDGE OF EXISTING

PAVEMENT

CRACK SEAL, TYP,

SEE NOTE

NTS

PAVEMENT CONNECTION

203mm (8") DIA SCHED

40 STEEL PIPE, GRIND

SMOOTH, FILL WITH

CONC AND PAINT AS

SPECIFIED

m m m m

457mm

(1’-6")

.4 m m

SAW CUT .6M (2’-0") MIN

JUST PRIOR TO PAVING

C-101 C-101 C-101 C-101

50:1 OR AS SHOWN

NOTE:

1. PAINT EDGE…

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File details come from the government source that posted it. Updated Jul 17, 2024.