Drawings_W912PL12R0003_SQ_OPS_VOL_1.pdf

DATED :

MARICOPA COUNTY, ARIZONA

56th FIGHTER WING, LUKE AFB

SOLICITATION NO. : W912PP-10-D-0007

TASK ORDER NO.: 0002

12 JANUARY 2012

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F-35 SQUADRON OPERATIONS

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND

APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED.

SUBMITTED:

CHIEF, DESIGN BRANCH

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

GOVERNMENT INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PLANS FOR

FACILITY (SQ OPS)

BURNS & McDONNELL

KANSAS CITY MO 64114

(816) 333-9400

9400 WARD PARKWAY

ISSUED FOR BID

OPTIONAL ITEM 1

OPTIONAL ITEM 2

OPTIONAL ITEM 3

OPTIONAL ITEM 4

OPTIONAL ITEM 5

OPTIONAL ITEM 6

OPTIONAL ITEM 7

BID OPTIONS

100 KW AC PV ARRAY

PRE-WEATHERED STEEL WALL FINISH

PRE-WEATHERED STEEL CANOPIES

TRANSLUCENT PANELS

FURNITURE FIXTURES & EQUIPMENT (FF&E)

FUNDAMENTAL COMMISSIONING

ENHANCED COMMISSIONING

United States Army Corps of Engineers ...Serving the Nation ...Serving the Army

VOLUME 1

Los Angeles District

F-35 SQUADRON OPERATIONS FACILITY

W912PL-12-R-0003

PROJECT NO.: NUEX093001A

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SHEET SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME

SHEET)

LETTER OR

NUMBER DESIGNATOR

THE WORD "SECTION"

MAY BE REPLACED WITH

"ELEVATION" OR "DETAIL"

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN THE

SAME DISCIPLINE)

DETAIL CALLOUT EXAMPLESECTION CALLOUT EXAMPLE

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

SECTION, DETAIL, AND ELEVATION

SYMBOL IDENTIFIERS

SECTION, DETAIL, AND ELEVATION IDENTIFICATION SYSTEM

C001

A

C001

A

SECTION

C001

C001

A

C001

A

BRASS CAP IN HANDHOLE

R/8" REBAR WITH ALUMINUM CAP

60D NAIL

FIRE HYDRANT

WATER VALVE

BACKFLOW PREVENTER

BLOWOFF VALVE

WATER METER

FIRE DEPARTMENT CONNECTION

DRAIN PIPE (SIZE AS NOTED)

WATER SPIGOT

WATER SPRINKLER

SANITARY SEWER MANHOLE

SEWER CLEANOUT

DRYWELL

GRATE

STORM DRAIN MANHOLE

ROOF DRAIN

ELECTRIC TRANSFORMER

ELECTRIC MANHOLE

ELECTRIC PULL BOX

ELECTRIC JUNCTION BOX

ELECTRIC PANEL

UTILITY POLE

GUY WIRE

LIGHT POLE

STREET LIGHT

BUILDING LIGHT

GAS METER

GAS VALVE

IRRIGATION CONTROL VALVE

TELEPHONE MANHOLE

TELEPHONE RISER

CABLE TV BOX

MISCELLANEOUS (AS NOTED)

UNKNOWN MANHOLE

BOLLARD

FLAG POLE

SIGN

TREE (DIAMETER IN INCHES)

MESQUITE TREE (DIAMETER IN INCHES)

PALM TREE (DIAMETER IN INCHES)

CACTUS (TYPE, DIAMETER IN INCHES)

SAGUARO

BUSH (DIAMETER IN INCHES)

ROCK (DIAMETER IN INCHES)

ROOF ELEVATION

FINISH FLOOR ELEVATION

TOP OF NUT ELEVATION

TOP OF CURB ELEVATION

GUTTER ELEVATION

PAVEMENT ELEVATION

CONCRETE ELEVATION

GROUND SPOT ELEVATION

WALL

CHAINLINK FENCE

WROUGHT IRON FENCE

WATER BLUESTAKE MARKING

SEWER BLUESTAKE MARKING

ELECTRIC BLUESTAKE MARKINGS

GAS BLUESTAKE MARKINGS

TELEPHONE BLUESTAKE MARKINGS

COMMUNICATION BLUESTAKE MARKINGS

ELECTRIC TRENCH

RIPRAP

D

FO

T

G

E

S

W

OR EQUIPMENT CABINET

SURVEY LEGEND: PROPOSED LEGEND: ABBREVIATIONS

CONTOUR

BENCHMARK / CONTROL

POINT LOCATION

BORING LOCATION

CENTERLINE

PAVEMENT LIMIT

CURB AND GUTTER

SIDEWALK PAVERS

BUILDING AND STRUCTURE

TREES AND SHRUBS

COMPACTED SUBGRADE

GRADED CRUSHED AGGREGATE

BASE COURSE

ASPHALT PAVEMENT

SILT FENCE

BALES

WADDLE / LOGS

CLEAN OUT

MANHOLE

DRAIN OR INLET

VALVE

POST INDICATOR VALVE

CAP

SPOT ELEVATION

SIGN

FIRE HYDRANT

MATCH LINE

DEMOLITION OR REMOVAL

UTILITY DEMOLITION

BOLLARD

ASPHALT DEMOLITION

CONCRETE DEMOLITION

MISCELLANEOUS DEMOLITION

BUILDING DEMOLITION

NORTH ARROW

CONCRETE PAVEMENT

EARTH

SWING GATE

WALL

WATER LEVEL

FLOW LINE

CURB INLET

SAWCUT

DEMOLITION BY OTHERS

ABS

AC

AFB

AGA

ATC

AT/FP

AVE

BAR

BLDG

BM

BMP

BOC

B/W

CHO

CP

CI

CL

CO

COMM

CMU

CI

CWR

CWS

DIA

DIP

DR

E

EL/ELEV

EX

EU

F

FDPC

FF

FH

FL

FO

FOD

G

GEN

HWR

HWS

ID

IN

INF

INV

JSF

LEED

LF

LN

MAG

MESQ

MIN

N

NAVD

NIC

NO

OD

OCO

OHE

POC

PCC

PE

PIV

PP

PVC

R

RCP

RD

RECEPT

S

SEC

S/SS

SD

SDMH

SF

SSMH

SWPP

ST

STA

SW

T/C

TG

TI

TP

T/W

TYP

UTO

VCP

VLT

W

ARIZONA BLUE STAKE

ASPHALTIC CONCRETE PAVEMENT/AIR CONDITIONER

AIR FORCE BASE

AGAVE

ACADEMIC TRAINING CENTER

ANTI-TERRORISM FORCE PROTECTION

AVENUE

BARREL

BUILDING

BENCHMARK

BEST MANAGEMENT PRACTICES

BACK OF CURB

BOTTOM OF WALL ELEVATION

CHOLLA

CATHODIC PROTECTION

CAST IRON

CENTER LINE

CLEAN OUT

COMMUNICATIONS

CONCRETE MASONRY UNIT

CURB DRAINAGE INLET

CHILLED WATER RETURN

CHILLED WATER SUPPLY

DIAMETER

DUCTILE IRON PIPE

DRIVE

EAST/EASTING/ELECTRIC

ELEVATION

EXISTING

UNDERGROUND ELECTRIC

FIRE WATER

FIRE DEPARTMENT PUMPER CONNECTION

FINISH FLOOR

FIRE HYDRANT

FLOW LINE ELEVATION

FIBER OPTIC

FOREIGN OBJECT DAMAGE

NATURAL GAS

GENERATOR

HOT WATER RETURN

HOT WATER SUPPLY

INSIDE DIAMETER / INDENTIFICATION

INCHES

INFRASTRUCTURE

INVERT

JOINT STRIKE FIGHTER

LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN

LINEAR FEET

LANE

MARICOPA ASSOCIATION OF GOVERNMENTS

MESQUITE

MINIMUM

NORTH/NORTHING

NORTH AMERICAN VERTICAL DATUM

NOT IN CONTRACT

NUMBER

OUTSIDE DIAMETER

OCOTILLO

OVERHEAD ELECTRIC

POINT OF CONTACT

PORTLAND CEMENT CONCRETE

POLYETHYLENE

POST INDICATOR VALVE

PRICKLY PEAR

POLYVINYL CHLORIDE

RADIUS

REINFORCED CONCRETE PIPE

ROOF DRAIN / ROAD

RECEPTACLE

SOUTH

SECTION

SANITARY SEWER

STORM DRAIN

STORM DRAIN MANHOLE

SQUARE FEET

SANITARY MANHOLE

STORM WATER POLLUTION PREVENTION

STREET

STATION

SOUTHWEST

TOP OF CURB ELEVATION

TOP OF GROUND ELEVATION

TOP OF INLET ELEVATION

TOP OF PAVEMENT ELEVATION

TOP OF WALL ELEVATION

TYPICAL

UNABLE TO OPEN

VITRIFIED CLAY PIPE

VAULT

WATER/WEST

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GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.

2. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE

CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS

INDICATED OTHERWISE.

3. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND

LOCAL AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION

OR DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS

MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,

CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER'S REPRESENTATIVE IN

WRITING. THE DECISION OF THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE

CONSIDERED FINAL.

STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT FOR LAND DISTURBANCE

OF MORE THAN 1 ACRE PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING WITH LOCAL AUTHORITIES TO COMPLETE AND SUBMIT THE STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) FOR APPROVAL. LOCAL AUTHORITIES INCLUDE BUT ARE

NOT LIMITED TO COUNTY AND CITY STORMWATER MANAGEMENT GROUPS. CONTRACTOR SHALL

COORDINATE ALL ENVIRONMENTAL AND STORM WATER CORRESPONDENCE, DOCUMENTATION,

AND PERMITTING WITH CONTRACTING OFFICER'S REPRESENTATIVE. THE STORMWATER

PERMITTING PROCESS MAY INCLUDE THE FOLLOWING:

a. SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE.

b. SUBMIT NPDES GENERAL CONSTRUCTION PERMIT.

c. SUBMIT STORM WATER POLLUTION PREVENTION PLAN.

d. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S COMMITMENT TO COMPLY WITH STORM

WATER QUALITY MANAGEMENT PLAN AND LOCAL REGULATIONS FOR STORM WATER QUALITY

MANAGEMENT.

e. SUBMIT COPY OF APPROVED PROJECT DRAWING SET.

ACCESS AND SAFETY PLAN

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V E

W. MUSTANG ST.

A I R

F I E

R

V I C

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O A

D

565 567

663 673

B O

FALCON ST.

EAGLE ST.

W. PHANTOM ST.

W

. SHOOTING STAR ST.

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530528

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CONTRACTOR

HAUL ROUTE

ALTERNATE CONTRACTOR

STAGING AREA

BORROW PIT

NORTHERN AVENUE

CORSAIR ST.

R

U

N

W

PRIMARY ATC

CONTRACTOR

STAGING AREA

BASE

SECURITY

OFFICE

PASS AND ID

BASE

ENTRANCE

(SOUTH GATE)

J O

H N

S O

N

L N

CONTRACTOR ACCESS ROUTE

SUPER SABRE ST

H A

R R

T

A

X

I

W

T

A

X

I

W

A

X I W

A

X I W

THUNDERBIRD

MITCHELL ST

MARAUDER ST

L

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G

H

T

I

BASE ENTRANCE

(NORTH GATE)

FIRE DEPARTMENT B450

GILLESPIE DR.

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SPAD ST.

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A

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STARFIGHTER ST.

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N O

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C A

TUCSON

CHANDLER

SCOTTSDALE

MESA

PHOENIX

ARIZONA

NEW MEXICO

MEXICO

CALIFORNIA

GULF OF

CALIFORNIA

PROJECT

VICINITY

PEORIA

GLENDALE

PHOENIX

MESA

TEMPE

SCOTTSDALE

GLENDALE

VICINITY MAP

LOCATION PLAN

NOT TO SCALE

NOT TO SCALE

PHOENIX SKY HARBOR

INTERNATIONAL AIRPORT

LUKE AIR FORCE BASE

F-35 ACADEMIC TRAINING

CENTER PROJECT LOCATION

FIGHTER COUNTRY AVE.

FIGHTER COUNTRY AVE.

W. GLENDALE AVENUE

N. LITCHFIELD ROAD

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EST GLENDALE

AVENUE

116± 458±

PRIMARY SQUADRON

OPERATIONS STAGING

AREA

ALERNATE ATC CONTRACTOR

STAGING AREA

SQUADRON OPERATIONS

PROJECT LOCATION

BUILDING

BUILDING 462

BUILDING 431

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ISSUED FOR BID

EXISTING CONDITIONS PLAN - 1 OF 2

CONTROL POINTS

POINT NORTHING EASTING ELEV. DESCRIPTION

8 923699.7570 563092.2920 1075.00

116 923789.3660 563374.0700 1075.36

ALUMINUM CAP GDACS

POINT 30708R-2

SET PK NAIL

SURVEY AND SUBSURFACE INVESTIGATION NOTES :

1. THE SURVEY WAS PERFORMED BY STANTEC CONSULTING SERVICES, INC. IN OCTOBER-NOVEMBER 2010. SURVEY CONTROL

POINTS SHALL BE PROVIDED PRIOR TO CONSTRUCTION AND SHALL BE RESET BY THE CONTRACTOR IF DISTURBED DURING

CONSTRUCTION.

HORIZONTAL DATUM - THE COORDINATES SHOWN ON THIS SURVEY ARE BASED ON NAD 83 STATE PLANE COORDINATE SYSTEM, ARIZONA CENTRAL ZONE, INTERNATIONAL FEET CONVERTED TO GROUND VALUES AT A SCALE ORIGIN POINT OF X=565462.4580, Y=923158.7520.

(BRASS CAP IN HANDHOLE AT INTERSECTION OF LITCHFIELD ROAD AND GLENDALE AVENUE) USING A COMBINATION SCALE

FACTOR OF 1.0001261022.

VERTICAL DATUM - NAVD 1988.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN

AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION

WORK BEGINS. CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT DATA TO CONTRACTING OFFICER'S REPRESENTATIVE

AFTER COMPLETION OF CONSTRUCTION.

3. THE GEOTECHNICAL INVESTIGATION WAS PERFORMED BY KLEINFELDER FROM NOVEMBER 2010 TO MARCH 2011. THE RESULTS OF

THE INVESTIGATION ARE CONTAINED IN THE GEOTECHNICAL EXPLORATION REPORT AND ADDENDA.

4. BM ELEV. = 1078.31 BRASS CAP IN HANDHOLE LOCATED AT THE NORTHEAST CORNER OF SECTION 9, TOWNSHIP 2 NORTH, RANGE 1

WEST, IN THE INTERSECTION OF LITCHFIELD ROAD AND GLENDALE AVENUE, MARICOPA COUNTY DATUM, NAVD 88. A PORTION OF

SECTION 4 AND A PORTION OF THE NORTH HALF OF SECTION 9, TOWNSHIP 2 NORTH, RANGE 1 WEST OF THE GILA AND SALT RIVER

BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA.

5. THERE ARE NO EASEMENTS ON SUBJECT PROPERTY PER CONDITION OF TITLE REPORT BY CHICAGO TITLE INSURANCE COMPANY

WITH AN EFFECTIVE DATE OF OCTOBER 12, 2010, ORDER NO. CT1021936.

6. BASIC UTILITIES (WATER, SEWER, STORM DRAIN, ELECTRIC AND GAS) ARE LUKE AFB OWNED AND SELF PROVIDED. QWEST

COMMUNICATIONS AND COX CABLE IS WITHIN THE PROJECT.

MATCHLINE -- SEE SHEET C-012 FOR CONTINUATION

BUILDING 431

BUILDING 460

EXISTING CONDITIONS NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN

OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND

UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, SERVICE CONNECTIONS, AND SURVEY INFORMATION, AND TO TAKE NECESSARY

PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. ANY DISCREPANCIES IN THE

DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER'S

REPRESENTATIVE BEFORE ANY FURTHER WORK COMMENCES. CONTRACTOR SHALL CONTACT

THE CONTRACTING OFFICER'S REPRESENTATIVE AND ALL ASSOCIATED UTILITY COMPANIES AND

AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER

EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING

UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED

DURING CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR

DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

4 23

C-011

X

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BUILDING

N 923400

N 923200 t h

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A

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A

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P E

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N

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N D a t e

A p p r

M a r k

2 3 4 5

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C O

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A

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C

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SHEET NO.

OF

SEQUENCE NO.

1 2 3 4 5

A

B

C

DD

C

B

A

B U

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M

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ISSUED FOR BID

EXISTING CONDITIONS PLAN - 2 OF 2

CONTROL POINTS

POINT NORTHING EASTING ELEV. DESCRIPTION

5 923232.5240 563144.3420 1074.99

923158.7520 565462.4580 1078.31

111 923276.0120 563375.9780 1074.91

113 923123.1650 563119.5190 1074.29

114 923471.2980 563309.6340 1074.47

115 923463.6850 563100.1610 1074.39

3641 923056.0480 563354.4820 1076.18

4154 923262.4590 563321.5800 1074.70

SET PK NAIL

SET PK NAIL

SET PK NAIL

SET PK NAIL

SET PK NAIL

SET PK NAIL

ALUMINUM CAP GDACS

POINT 30708R-1

SURVEY AND SUBSURFACE INVESTIGATION NOTES :

1. THE SURVEY WAS PERFORMED BY STANTEC CONSULTING SERVICES, INC. IN OCTOBER-NOVEMBER 2010. SURVEY CONTROL

POINTS SHALL BE PROVIDED PRIOR TO CONSTRUCTION AND SHALL BE RESET BY THE CONTRACTOR IF DISTURBED DURING

CONSTRUCTION.

HORIZONTAL DATUM - THE COORDINATES SHOWN ON THIS SURVEY ARE BASED ON NAD 83 STATE PLANE COORDINATE

SYSTEM, ARIZONA CENTRAL ZONE, INTERNATIONAL FEET CONVERTED TO GROUND VALUES AT A SCALE ORIGIN POINT OF

X=565462.4580, Y=923158.7520.

(BRASS CAP IN HANDHOLE AT INTERSECTION OF LITCHFIELD ROAD AND GLENDALE AVENUE) USING A COMBINATION SCALE

FACTOR OF 1.0001261022.

VERTICAL DATUM - NAVD 1988.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN

AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION

WORK BEGINS. CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT DATA TO CONTRACTING OFFICER'S

REPRESENTATIVE AFTER COMPLETION OF CONSTRUCTION.

3. THE GEOTECHNICAL INVESTIGATION WAS PERFORMED BY KLEINFELDER FROM NOVEMBER 2010 TO MARCH 2011. THE

RESULTS OF THE INVESTIGATION ARE CONTAINED IN THE GEOTECHNICAL EXPLORATION REPORT AND ADDENDA.

4. BM ELEV. = 1078.31 BRASS CAP IN HANDHOLE LOCATED AT THE NORTHEAST CORNER OF SECTION 9, TOWNSHIP 2 NORTH, RANG 1 WEST, IN THE INTERSECTION OF LITCHFIELD ROAD AND GLENDALE AVENUE, MARICOPA COUNTY DATUM, NAVD 88. A

PORTION OF SECTION 4 AND A PORTION OF THE NORTH HALF OF SECTION 9, TOWNSHIP 2 NORTH, RANGE 1 WEST OF THE GILA

AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA.

5. THERE ARE NO EASEMENTS ON SUBJECT PROPERTY PER CONDITION OF TITLE REPORT BY CHICAGO TITLE INSURANCE

COMPANY WITH AN EFFECTIVE DATE OF OCTOBER 12, 2010, ORDER NO. CT1021936.

6. BASIC UTILITIES (WATER, SEWER, STORM DRAIN, ELECTRIC AND GAS) ARE LUKE AFB OWNED AND SELF PROVIDED. QWEST

COMMUNICATIONS AND COX CABLE IS WITHIN THE PROJECT.

MATCHLINE -- SEE SHEET C-011 FOR CONTINUATION

B-1

B-2

B-3

B-5

B-6

BUILDING 470

EXISTING CONDITIONS NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS

AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, SERVICE CONNECTIONS, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. ANY

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE

BEFORE ANY FURTHER WORK COMMENCES. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE AND

ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER

EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED

ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION.

THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING

OFFICER'S REPRESENTATIVE.

5 23

C-012

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B-7

BUILDING 462

BUILDING 431

N 923600 t h

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N D a t e

A p p r

M a r k

2 3 4 5

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OF

SEQUENCE NO.

1 2 3 4 5

A

B

C

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C

B

A

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ISSUED FOR BID

SITE DEMOLITION PLAN 1 OF 2

ASPHALT DEMOLITION

CONCRETE DEMOLITION

MISCELLANEOUS DEMOLITION

BUILDING DEMOLITION

LEGEND

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF OFF BASE.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF

MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE WASTE DISPOSAL

SITE.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT AND

JOINTING PLAN.

4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.

5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF

PROPOSED PAVEMENT.

6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO

PREVENT PARTIAL PANEL REMOVAL. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL

PRESENT. EXISTING PAVEMENT IS APPROXIMATELY 3 INCHES ASPHALT OVER APPROXIMATELY 2 INCHES AGGREGATE BASE.

7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED OR REMOVED AND REPLACED AT NO

ADDITIONAL COST TO CONTRACTING OFFICER'S REPRESENTATIVE.

8. CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE. CONTRACTOR SHALL TAKE

NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION.

9. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE REMOVED SHALL BE PROTECTED FROM DEMOLITION OR

OTHER CONSTRUCTION ACTIVITIES.

10. ALL EXISTING TURF AREAS WITHIN PROJECT LIMITS SHALL BE CLEARED AND GRUBBED.

11. ANY SIGNAGE NOT USED FOR PROPOSED CONSTRUCTION SHALL BE TURNED OVER TO THE CONTRACTING OFFICER'S

REPRESENTATIVE AS GOVERNMENT PROPERTY.

SAWCUT

DEMOLITION BY OTHERS

MISCELLANEOUS STRUCTURE AND

VEGETATION REMOVAL AND/OR RELOCATION

MATCHLINE -- SEE SHEET C-022 FOR CONTINUATION

PAINT REMOVAL

KEYED DEMOLITION NOTES:

SEE SHEET L-100 FOR PLANT SALVAGE PLAN.

6 23

C-021

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N 923400

N 923427.07

E 563095.11

N 923194.78

E 563104.02

N 923174.34

E 563198.57

N 923478.66

E 563091.18

N 923487.37

E 563323.72

N 923457.24

E 563324.73

N 923178.56

E 563315.84

N 923165.30

E 563316.15

N 923163.87

E 563254.07

N 923151.27

E 563202.94

N 923147.43

E 563103.95

N 923189.75

E 563102.31

SAWCUT

(272.59± LF)

N 923173.71

E 563139.29

N 923173.92

E 563144.29 t h

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Y

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N

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T I O

N D a t e

A p p r

M a r k

2 3 4 5

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T

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A

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OF

SEQUENCE NO.

1 2 3 4 5

A

B

C

DD

C

B

A

B U

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D

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N E

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Y

M

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ISSUED FOR BID

SITE DEMOLITION PLAN 2 OF 2

ASPHALT DEMOLITION

CONCRETE DEMOLITION

MISCELLANEOUS DEMOLITION

BUILDING DEMOLITION

LEGEND

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF OFF BASE.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES

OF MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE WASTE

DISPOSAL SITE.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT AND

JOINTING PLAN.

4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.

5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF

PROPOSED PAVEMENT.

6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO

PREVENT PARTIAL PANEL REMOVAL. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE

MATERIAL PRESENT. EXISTING PAVEMENT IS APPROXIMATELY 3 INCHES ASPHALT OVER APPROXIMATELY 2 INCHES

AGGREGATE BASE.

7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED OR REMOVED AND REPLACED AT NO

ADDITIONAL COST TO CONTRACTING OFFICER'S REPRESENTATIVE.

8. CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE. CONTRACTOR SHALL TAKE

NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION.

9. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE REMOVED SHALL BE PROTECTED FROM DEMOLITION

OR OTHER CONSTRUCTION ACTIVITIES.

10. ALL EXISTING TURF AREAS WITHIN PROJECT LIMITS SHALL BE CLEARED AND GRUBBED.

11. ANY SIGNAGE NOT USED FOR PROPOSED CONSTRUCTION SHALL BE TURNED OVER TO THE CONTRACTING OFFICER'S

REPRESENTATIVE AS GOVERNMENT PROPERTY.

SAWCUT

DEMOLITION BY OTHERS

SAWCUT

(30.15± LF)

REMOVE ASPHALT

PAVEMENT AND CURB AND

GUTTER (10904.50± SF)

BUILDING 475 TO

BE DEMOLISHED

BY OTHERS

BUILDING 470 TO

BE DEMOLISHED

BY OTHERS

SAWCUT

(51.71± LF)

CURB AND GUTTER

TO REMAIN

REMOVE CONCRETE

SIDEWALK (4341.48± LF)

SAWCUT

(117.35± LF)

MISCELLANEOUS STRUCTURE AND

VEGETATION REMOVAL AND/OR RELOCATION

MATCHLINE -- SEE SHEET C-021 FOR CONTINUATION

REMOVE CONCRETE

SIDEWALK (461.74± SF)

REMOVE CURB

AND GUTTER

(182.21± LF)

EXISTING TREES

SHALL REMAIN

(TYP 5)

KEYED DEMOLITION NOTES:

SEE SHEET L-100 FOR PLANT SALVAGE PLAN.

BASEMENT PIT BENEATH BUILDING 470 WILL BE EXPOSED FOLLOWING DEMOLITION OF BUILDING 470 BY OTHERS AND WILL

REQUIRE BACKFILL

REMOVE AND/OR SALVAGE

VEGETATION (TYP)

REMOVE AND

SALVAGE SIGN

REMOVE

STRUCTURE

REMOVE AND

SALVAGE SIGN (TYP)

REMOVE COOLER

REMOVE

STRUCTURE

REMOVE CANOPY

SALVAGE HIGH MAST

AIRFIELD LIGHT FOR

RELOCATION

REMOVE TRASH ENCLOSURE

TRASH BINS SHALL REMAIN

PROPERTY OF THE GOVERNMENT

7 23

C-022

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SAWCUT

(120.00± LF)

BUILDING

BUILDING 462

N 923400

N 923600

N 923200

N 923400

N 923600

N 923256.79

E 563072.14

N 923348.94

E 563345.50

N 923422.54

E 563359.73

N 923484.32

E 563200.33

EXISTING STORM

STRUCTURE SHALL REMAIN

N 923267.35

E 563366.97

N 923283.87

E 563347.84

CAP ELECTRICAL LINE FOR

NEW EXTENSION

N 923455.88

E 563311.37

REMOVE EXISTING

ELECTRICAL LINE

(136.10± LF)

t h

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2 3 4 5

U S

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C O

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OF

SEQUENCE NO.

1 2 3 4 5

A

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C

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A

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A Y

ISSUED FOR BID

UTILITY DEMOLITION PLAN

UTILITY DEMOLITION

LEGEND

UTILITY DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE

PRIOR TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE

CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED

SERVICE TO THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE PORTION OF EXISTING

ABANDONED LINES TO REMAIN SHALL BE CAPPED OR PLUGGED AT REMOVAL INTERFACE.

UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING SHALL BE

INSPECTED AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

DEMOLITION OR REMOVAL

KEYED DEMOLITION NOTES

UTILITY HAS BEEN ABANDONED IN PLACE BY OTHERS AND

SHALL BE REMOVED.

REMOVE EXISTING

GAS LINE (126.50± LF)

REMOVE EXISTING

WATER LINE (93.86± LF)

REMOVE EXISTING

WATER LINE (50.80± LF)

REMOVE EXISTING

STORM LINE (294.88± LF)

REMOVE EXISTING

WATER LINE (93.91± LF)

REMOVE EXISTING FIBER

OPTIC LINE (251.00± LF)

UTILITY IS ACTIVE AND REQUIRES COORDINATION FOR

SHUTDOWN AND / OR RELOCATION.

COORDINATE WITH BASE CIVIL ENGINEERING PRIOR TO

REMOVAL OF EXISTING UTILITY POLES.

8 23

C-031

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REMOVE EXISTING

UTILITY POLE

REMOVE EXISTING

UTILITY POLE

REMOVE

STRUCTURE

REMOVE EXISTING

UTILITY POLE

REMOVE EXISTING

PARKING LIGHT

t h

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P E

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C

I L I T

Y

S

Q

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U S

A C

E

T

A S

K

N

O

D E

S C

R I P

T I O

N D a t e

A p p r

M a r k

2 3 4 5

U S

A

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Y

E

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R

D

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T R

I C

T

C O

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S

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F

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A

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C

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SHEET NO.

OF

SEQUENCE NO.

1 2 3 4 5

A

B

C

DD

C

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A

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M

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A Y

ISSUED FOR BID

GENERAL BORING LOG NOTES:

1. THE SUBSURFACE CONDITIONS ARE OBTAINED FROM WIDELY

SPACED EXPLORATIONS. INFORMATION ON ACTUAL

SUBSURFACE CONDITIONS EXISTS ONLY AT LOCATIONS OF

EXPLORATIONS. CONDITIONS BETWEEN EXPLORATIONS MAY

VARY FROM THOSE DEPICTED.

2. ATTEMPTS WERE MADE TO MEASURE GROUNDWATER IN THE

SUBSURFACE EXPLORATIONS. FLUCTUATIONS IN WATER

LEVELS MAY OCCUR OVER MORE PROLONGED PERIODS OF

READINGS AND CAN BE INFLUENCED BY VARIOUS OUTSIDE

FACTORS. SEASONAL VARIATIONS IN RAINFALL, CHANGES TO

ON-SITE CONDITIONS, AND CHANGES TO OFF-SITE

CONDITIONS CAN AFFECT GROUNDWATER LEVELS. WATER

LEVELS OBSERVED AND RECORDED REFLECT ONLY THOSE

CONDITIONS THAT EXISTED AT THE TIME OF THE

INVESTIGATION.

3. THIS SHEET SHOULD BE READ WITH PROJECT GEOTECHNICAL

REPORT.

FOR

REFERENCE

ONLY

9 23

C-041

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O t h

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N

O

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SEQUENCE NO.

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ISSUED FOR BID

GENERAL BORING LOG NOTES:

1. THE SUBSURFACE CONDITIONS ARE OBTAINED FROM WIDELY

SPACED EXPLORATIONS. INFORMATION ON ACTUAL

SUBSURFACE CONDITIONS EXISTS ONLY AT LOCATIONS OF

EXPLORATIONS. CONDITIONS BETWEEN EXPLORATIONS MAY

VARY FROM THOSE DEPICTED.

2. ATTEMPTS WERE MADE TO MEASURE GROUNDWATER IN THE

SUBSURFACE EXPLORATIONS. FLUCTUATIONS IN WATER

LEVELS MAY OCCUR OVER MORE PROLONGED PERIODS OF

READINGS AND CAN BE INFLUENCED BY VARIOUS OUTSIDE

FACTORS. SEASONAL VARIATIONS IN RAINFALL, CHANGES TO

ON-SITE CONDITIONS, AND CHANGES TO OFF-SITE

CONDITIONS CAN AFFECT GROUNDWATER LEVELS. WATER

LEVELS OBSERVED AND RECORDED REFLECT ONLY THOSE

CONDITIONS THAT EXISTED AT THE TIME OF THE

INVESTIGATION.

3. THIS SHEET SHOULD BE READ WITH PROJECT GEOTECHNICAL

REPORT.

FOR

REFERENCE

ONLY

10 23

C-042

R I N

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BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

N 923600

N 923400

N 923200

N 923000

N 922800

N 922600

N 922600

N 923000

N 923200

B-1

B-2

B-3

B-5

B-6

B-4

B-7

B-10

B-11

B-1

B-2

B-3

B-4

B-5

B-6

B-7 t h

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ISSUED FOR BID

OVERALL JSF COMPLEX SITE PLAN

11 23

C-100

E R

A L

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F

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33' AT/FP

A

T F

P

SQUADRON

OPERATIONS

FACILITY

A

T F

P

F

P

33' AT/FP

A

T F

P

A

T F

P

A

T F

P

F

P

A

T F

P

82' AT/FP

82' AT/FP

UTILITY

BUILDING

F-35 ACADEMIC

TRAINING CENTER

LEGEND

SCOPE OF WORK TO BE

COMPLETED BY OTHERS

A

T F

P

A

T F

P

A

T F

P

A

T F

P

LEED PROJECT BOUNDARY

LEED PROJECT BOUNDARY

LEED BOUNDARY

LEED

BOUNDARY

BUILDING 462

BUILDING 431

N 923600

F I G

H T

U

N T

E

N U

E t h

F

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ISSUED FOR BID

SITE LAYOUT PLAN - 1 OF 2

12 23

C-101

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LEGEND

ASPHALT PAVEMENT

C-501

MATCHLINE -- SEE SHEET C-102 FOR CONTINUATION

SIDEWALK PAVERS

C-501

CONCRETE PAVEMENT

N 923410.16

E 563231.58

N 923175.60

E 563144.22

MATCH EXISTING

CURB

N 923173.92

E 563144.29

MATCH EXISTING

CURB

N 923180.64

E 563317.65

N 923271.91

E 563325.68

MATCH EXISTING CURB

N 923427.07

E 563095.11

CURB TRANSITION

N 923178.62

E 563263.40

RELOCATED HIGH MAST

AIRFIELD LIGHT

N 923178.29

E 563129.09

CONCRETE HEADER

ALONG PAVED EDGE

OF BUILDING

C-501

CURB TRANSITION

N 923177.26

E 563228.06

C-501

N 923400

N 923472.50

E 563091.43 t h

F

I G

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ISSUED FOR BID

SITE LAYOUT PLAN - 2 OF 2

13 23

C-102

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26.33'

88.91'

A

T F

P

A

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A

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P

A

T F

P

82' AT/FP

33' AT/FP

82' AT/FP

LEGEND

SQUADRON OPERATIONS

FACILITY

ARCHITECTURAL

SCREEN WALL

6.00'

GENERAL SITE NOTES:

1. BUILDING COORDINATES ARE POINTED TO OR MEASURED AT THE OUTSIDE FACE OF BUILDING

FOUNDATION. CONTRACTOR SHALL COORDINATE BEARINGS OF BUILDING WITH STRUCTURAL

DRAWINGS.

2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND

DOORWAY LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

3. SEE STRUCTURAL SHEET S-002 FOR SITE EQUIPMENT PAD DETAILS.

PROPOSED BUILDING

ANTI-TERRORISM / FORCE

PROTECTION STANDOFF

SIDEWALK PAVERS

C-501

82' AT/FP

REMOVABLE BOLLARDS

SPACED 3.00' ON

CENTER CENTERED ON

ROAD (TYP 6)

2.00'

6.00' 6.00'

A

T F

P

MATCHLINE -- SEE SHEET C-101 FOR CONTINUATION

GRADED CRUSHED

AGGREGATE SURFACE

COURSE

38.74'

6.00'

38.55'

(TYP)

REMOVABLE BOLLARDS

SPACED 3.00' ON CENTER

CENTERED ON ROAD

(TYP 7)

CURB AND

GUTTER

(TYP)

BICYCLE

RACK

C-501

C-502

C-502

C-501

C-502

MOUNTABLE

CURB

C-501

C-501

81.75'

KEYED SITE NOTES:

SEE ARCHITECTURAL DRAWINGS FOR SCREEN WALL AND GATE DETAILS.

SEE ELECTRICAL AND STRUCTURAL DRAWINGS FOR DETAILS ON HIGH MAST AIRFIELD LIGHT

RELOCATION.

15.00'

12.63'

C-501

C-502

C-502

BOLLARD

C-502

BOLLARD

(TYP 2)

C-502

W MUSTANG ST.

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

.0

1075.0

X

X

X

XXX

X X

X

N 923600

N 923400

N 923200

N 923000

N 922800

N 922600

N 922600

N 923000

N 923200

XXX

XXX

XXX

X X

X

X X

X

XXX

XXX

XXX

X

X

X

X X

X

XXX

t h

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ISSUED FOR BID

F-35 ACADEMIC

TRAINING CENTER

EROSION AND SEDIMENT

CONTROL PLAN

SQUADRON

OPERATIONS

FACILITY

A

T F

P

14 23

C-200

O S

I O

N

A

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UTILITY

BUILDING

W

E

H

A

N

T

BUILDING

EROSION AND SEDIMENT CONTROL NOTES

BEST MANAGEMENT PRACTICES

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS

PROJECT. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION

ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,

WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION. CONTRACTOR

SHALL ENSURE THAT NO SEDIMENT RESULTING FROM CONSTRUCTION ACTIVITIES

INFRINGES ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COORDINATE

EROSION AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION ENTITIES

PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE

AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND DEPOSITED

INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF WATER. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EROSION AND

SEDIMENTATION ARE CONTROLLED TO THE EXTENT PRACTICABLE. ALL

APPLICABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF

CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA,

ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN

PLACE. UPON PROJECT COMPLETION ALL TEMPORARY SOIL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

3. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY,

WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS).

THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLES OR OTHER MEANS TO

CONTROL EROSION AS NEEDED. THE CONTRACTOR SHALL PROVIDE AND FOLLOW

THE EROSION CONTROL AND SWPPP PLANS AS NEEDED.

4. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN PRIOR TO BEGINNING WORK.

THE DEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED AREAS WHERE

SHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND REPAIRED

WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCE HEIGHT. AFTER

SIGNIFICANT RUNOFF EVENTS, THE CONTRACTOR SHALL INSPECT ALL EROSION

CONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THE

PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR OR

REPLACE THOSE STRUCTURES, AS NECESSARY.

5. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING

CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGE TO THE

INLETS HAVE BEEN STABILIZED.

6. ALL EXISTING DRAIN INLETS SHALL HAVE SILT FENCE PROTECTION INSTALLED IN

ACCORDANCE WITH DETAIL 1 ON SHEET C-507. EROSION PROTECTION MAY BE

REMOVED WHEN VEGETATION IS ESTABLISHED.

7. STRAW-BALE CHECK DAMS MAY BE PLACED IN DRAINAGE SWALES TO LIMIT THE

AMOUNT OF SEDIMENT THAT TRAVELS DOWNSTREAM. STRAW BALES MAY BE

USED AS INLET PROTECTION FOR STORM SEWER CATCH BASIN. THESE DEVICES

MUST BE MAINTAINED AND THE SEDIMENT REMOVED BEHIND THE DEVICE ON A

REGULAR BASIS TO REMAIN EFFECTIVE.

8. CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE AT

LOCATIONS WHERE CONSTRUCTION TRAFFIC SHALL ENTER THE PROJECT SITE

FROM ROADWAYS AND PAVEMENTS. SEE DETAIL 5 ON SHEET C-507.

9. SEE SHEET C-506 FOR ADDITIONAL DETAILS ON EROSION AND SEDIMENT

CONTROL.

CONSTRUCTION ACCESS

THE SITE SHALL HAVE ROADS AND ACCESS DRIVES OF SUFFICIENT WIDTH AND

LENGTH TO PREVENT SEDIMENT FROM TRACKING ONTO PUBLIC ROADWAYS.

SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM THE ROAD BY SHOVELING OR

SWEEPING WHEN SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE OR

OTHER PAVED AREA BY EQUIPMENT OR VEHICLES EXITING THE CONSTRUCTION SITE.

BULK CLEARING OF ACCUMULATED SEDIMENT SHALL BE TRANSPORTED TO A

CONTROLLED SEDIMENT DISPOSAL AREA OR THE POINT OF LIKELY ORIGIN BEFORE

THE END OF EACH WORK DAY. ROAD WASHING SHALL BE ALLOWED ONLY AFTER THE

SEDIMENT IS REMOVED IN THE ABOVE MANNER.

FINAL GRADING AND CLEAN UP

AFTER COMPLETION OF FINAL GRADING, THE DISTURBED AREAS SHALL BE

REVEGETATED. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL

BE REMOVED UPON PROJECT COMPLETION. TRAPPED SEDIMENT AND OTHER

DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY

CONTROL MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER

EROSION AND SEDIMENTATION.

PETROLEUM PRODUCTS

ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL

RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF

LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED

CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP

IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM PRODUCTS

SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO WATER BODIES.

PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED ACCORDING TO THE

MANUFACTURER RECOMMENDATIONS.

SILT FENCE

SILT FENCE

C-506

C-506

C-506

SILT FENCE

CATCH BASIN

PROTECTION

C-506

GRAVEL AND WIRE MESH

SEDIMENT FILTER

C-506

TEMPORARY

CONSTRUCTION

FENCE

C-502

TEMPORARY

CONSTRUCTION

FENCE

C-502

BUILDING

N 923400

N 923200

HH

HH

1074.5

1074.5

1074.5

1076.0

1074.84

TC 1075.35

BC 1074.85

1075.63

1075.26

1075.12

1075.95

1075.95

1076.91

1075.95

1076.91

1075.45

1076.91

1074.49

1074.59

M

A

T

C

H t h

F

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L U

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A p p r

M a r k

2 3 4 5

U S

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C O

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ISSUED FOR BID

SITE GRADING PLAN

15 23

C-201

T

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SQUADRON

OPERATIONS FACILITY

FF=1076.95'

GENERAL GRADING NOTES:

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR STRUCTURE UNLESS

INDICATED OTHERWISE.

2. ELEVATION DENOTED AS "MATCH" ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS. CONTRACTOR

SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING CONSTRUCTION.

3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND EGRESSES SHALL BE 0.5 INCHES BELOW BUILDING

FINISH FLOOR UNLESS INDICATED OTHERWISE.

4. EXTERIOR FINISH GRADES ADJACENT TO BUILDING SHALL BE 12.00 INCHES BELOW BUILDING FINISH FLOOR

UNLESS INDICATED OTHERWISE.

5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE

FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING

CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

6. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS

AND PAVEMENTS.

7. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS NECESSARY TO

PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

8. SEE SHEETS C-200 AND C-506 FOR RECOMMENDED BEST PRACTICES FOR SEDIMENT AND EROSION

CONTROL.

9. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED ACCORDINGLY TO FINISH

GRADE ELEVATION.

10. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED IN ACCORDANCE WITH THE

SPECIFICATIONS.

11. SEE DETAIL 2 ON SHEET C-505 FOR TYPICAL ROOF DRAIN DOWNSPOUT CONNECTION.

CONNECT NEW 24" STORM

DRAIN TO EXISTING

STORM STRUCTURE

N 923195.11

E 563076.77

RIM 1073.36

INV IN (E) 1068.06

INV IN (S) 1067.86

INV OUT (N) 1067.83

CONNECT TO

EXISTING 15" SD

CAPPED BY OTHERS

N 923258.96

E 563343.28

INV 1069.86

CONNECT TO

EXISTING 15" SD

CAPPED BY OTHERS

N 923332.42

E 563319.84

INV 1070.10

12" SD (HDPE)

15" SD (HDPE)

15" SD (HDPE)

12" SD

(HDPE)

CONNECT NEW 24" SD

TO EXISTING STORM

STRUCTURE

N 923266.59

E 563366.76

INV 1070.02

24" SD (HDPE)

STORM MANHOLE

N 923167.55

E 563276.64

RIM 1074.90

INV IN (NE) 1068.23

INV OUT (W) 1068.06

24" SD

(HDPE)

24" SD (HDPE)

CATCH BASIN

N 923255.20

E 563254.21

RIM 1076.60

INV 1071.53

CLEANOUT

N 923295.16

E 563252.52

RIM 1076.08

INV 1071.73

C-504

CLEANOUT

N 923211.24

E 563256.07

RIM 1076.57

INV 1071.76

CLEANOUT

N 923173.96

E 563225.64

RIM 1075.09

INV 1072.02

STORM MANHOLE

N 923160.88

E 563118.46

RIM 1074.29

INV IN (E) 1068.30

INV OUT (N) 1068.13

C-504

STORM MANHOLE

N 923196.45

E 563117.69

RIM 1075.11

INV IN (S) 1068.10

INV OUT (W) 1067.93

C-504

CLEANOUT

N 923170.36

E 563140.44

RIM 1074.61

INV 1072.48

C-503

C-504

12" STORM

DRAIN (HDPE)

12" SD

(HDPE)

CLEANOUT

N 923329.06

E 563239.00

RIM 1076.18

INV 1071.62

CLEANOUT

N 923420.32

E 563235.15

RIM 1075.29

INV 1072.10

CLEANOUT

N 923416.14

E 563136.07

RIM 1075.73

INV 1072.64

C-503

CLEANOUT

N 923290.14

E 563135.38

RIM 1075.95

INV 1073.10

C-503

CLEANOUT

N 923324.88

E 563139.92

RIM 1075.49

INV 1073.20

C-503

C-503

C-503

C-503

C-503

C-503

C-503

12" SD

(HDPE)

12" SD

(HDPE)

C-504

MH

HH

HH

HH

HH

N 923200

N 923400

CONNECT TO EXISTING

10" W LINE

N 923247.29

E 563349.06

CONNECT TO EXISTING

10" W LINE

N 923240.90

E 563349.27

CONNECT TO EXISTING

2" G CAPPED BY OTHERS

N 923292.95

E 563319.52

CONNECT TO EXISTING

10" W LINE

N 923192.50

E 563350.88

CHILLED WATER

VALVE ASSEMBLY

N 923476.15

E 563293.58

TRANSFORMER

N 923182.51

E 563273.07

CONNECT CWS/CWR

TO EXISTING 4" FLANGE

CONNECTIONS

N 923479.99

E 563771.69

POST INDICATOR

VALVE

N 923240.78

E 563346.27

C-504

EXISTING

FH

EXISTING

FH

CHILLED WATER VALVE ASSEMBLY

N 923484.44

E 563295.71

90° CWS BEND

N 923476.49

E 563288.50

90° CWR BEND

N 923475.53

E 563289.55 t h

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OF

SEQUENCE NO.

1 2 3 4 5

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A

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A Y

ISSUED FOR BID

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS WITH BUILDING

CONTRACTOR AND THE INFORMATION PROVIDED ON MECHANICAL AND ELECTRICAL DRAWINGS

FOR EACH FACILITY.

3. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE AND ALL

ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES PRIOR

TO COMMENCEMENT OF WORK.

4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR UTILITY

CONNECTIONS WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

5. CONNECTION TO EXISTING UTILITY MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL

REQUIREMENTS OF ASSOCIATED UTILITY COMPANIES AND AGENCIES.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY CONNECTION FEES

AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY CONSTRUCTION AND CONNECTIONS.

THIS INCLUDES ALL FEES ASSOCIATED WITH CONNECTION CHARGES AND METERS.

7. SEE DETAIL 1 ON SHEET C-503 FOR TYPICAL PIPE TRENCH DETAIL.

8. THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING SHALL BE 36 INCHES UNLESS INDICATED

OTHERWISE.

9. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS OF

PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND

MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL 2 ON SHEET C-503 FOR TYPICAL THRUST

BLOCK DETAIL.

10. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE EDGE OF PAVEMENT OR

FACE OF CURB UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL

CLEARANCE REQUIREMENTS FOR WATER PIPING.

11. FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 3.00 FEET AND A MAXIMUM OF 6.00 FEET

FROM EDGE OF PAVEMENT OR FACE OF CURB AND A MINIMUM OF 1.00 FEET FROM EDGE OF

SIDEWALK UNLESS INDICATED OTHERWISE. A RADIUS OF 3.00 FEET AROUND HYDRANT SHALL BE

KEPT CLEAR FOR FIRE DEPARTMENT ACCESS. AREA BETWEEN CURB AND HYDRANTS SHALL BE

KEPT CLEAR OF OBSTRUCTIONS.

12. ALL UTILITY STRUCTURES ARE TO BE H-20 RATED UNLESS INDICATED OTHERWISE.

13. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION SHALL BE FLUSH WITH FINAL

GRADE. IF A MANHOLE IS LOCATED OUTSIDE OF PAVEMENT AREAS, RIM ELEVATION SHALL BE

6.00" MINIMUM ABOVE ADJACENT FINISH GRADE

14. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED PER THE

APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS.

15. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR STRUCTURES LOCATED IN PEDESTRIAN

AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL SECURITY RESTRICTIONS.

16. SEE DETAIL 4 ON SHEET C-504 FOR TYPICAL SEWER ENCASEMENT DETAIL WHERE REQUIRED.

17. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND INSPECTION

METHODS DETAILED IN THE SPECIFICATIONS AND AS REQUIRED BY ASSOCIATED UTILITY

COMPANIES.

18. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE.

SITE UTILITY PLAN

16 23

C-301

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CONNECT TO EXISTING SS

MANHOLE

N 923454.61

E 563379.35

SQADRON OPERATIONS

FACILITY

FF = 1076.95'

8" SS (PVC)

SSMH-1

FH-1

N 923192.26

E 563343.70

6" F (CI)

3" W (CI)

6" SS (PVC)

2" G (PE)

8" SS (PVC)

6" CWR (PVC)

6" CHS (PVC)

KEYED UTILITY NOTES:

4" CHILLED WATER SUPPLY AND 4" CHILLED WATER RETURN PIPING SHALL BE EXTENDED AND

CAPPED FOR FUTURE EXTENSION TO THE NORTH.

SEE SHEET C-311 FOR SANITARY SEWER PROFILE.

SEE ELECTRICAL DRAWINGS FRO DETAILS OF ELECTRICAL AND COMMUNICATIONS ROUTING AND

STRUCTURES.

VALVE

N 923192.40

E 563348.05

C-503

C-503

C-504

C-504

VALVE

N 923246.82

E 563337.82

C-504

SSMH-2

C-504

2" G

6" SS

4" CWS

4" CWR

3" W

6" F

COMM

ELEC

FIRE DEPARTMENT

CONNECTION

EXISTING 8" SS (VCP)

EXISTING 10" W (CI)

C-504

4" CWS (PVC)

4" CWR (PVC)

STORM DRAIN LINE

SANITARY SEWER LINE

DOMESTIC WATER LINE

UNDERGROUND

ELECTRICAL LINE

NATURAL GAS LINE

RD ROOF DRAIN

LEGEND

FIRE WATER LINE

SANITARY SEWER MANHOLE

CLEANOUT

COMMUNCATION

C-504

C-503

C-503

C-503

-0+100+00

3+00 3+34.66

EX-SSMH-1

N 923454.61

E 563379.35

SSMH-1

N 923451.90

E 563317.54

SSMH-2

N 923282.13

E 563324.71

6" SS (PVC)

6" SS (INV 1073.45)

SQUADRON OPERATIONS

FACILITY

8" SS (PVC)

8" SS (PVC)

HH

HH

HH

N 923400

1066.0

1068.0

1072.0

1076.0

1080.0

1066.0

1068.0

1072.0

1076.0

1080.0

-0+25 0+00

1+00

2+00

3+00

S S

S T

A

I N

V

S

S

W

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V

O

S

S

N

R

S S

S T

A

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S

S

S

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O

S

S

E

R

E X

S

S M

H

S T

A

I N

V

S

S

W

R

" S

S

.9

S

S

.0

4" CWR

4" CWS

EX. 24"

WATER

EX. 10"

WATER

EX. FIBER

OPTIC

EX. FIBER

OPTIC

EX. ELECTRIC

15" STORM DRAIN

FL=1070.18

3" GAS

LINE

EX. ELECTRIC

EX. FIBER OPTIC

12" STORM

DRAIN

FL=1073.45

I N

V

O

E

E t h

F

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OF

SEQUENCE NO.

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ISSUED FOR BID

SANITARY SEWER PLAN VIEW 1

SANITARY SEWER PROFILE VIEW 1

HOR.

VER.

SANITARY UTILITY NOTES:

1. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE BUILDING CONNECTIONS TO

THE CONNECTING SEWER AND BETWEEN UTILITY STRUCTURES.

2. SEWER LINES SHALL BE INSTALLED A MINIMUM OF 10.00 FEET HORIZONTALLY FROM ADJACENT

WATER LINES UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL

CLEARANCE REQUIREMENTS FOR SANITARY PIPING.

3. SEWER LINES SHALL BE INSTALLED BELOW WATER LINES WITH A MINIMUM VERTICAL SEPARATION

OF 24 INCHES UNLESS INDICATED OTHERWISE.

4. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 2.00 INCH DROP IN ELEVATION BETWEEN THE

INCOMING AND OUTGOING SEWER SHALL BE PROVIDED IN EACH MANHOLE UNLESS INDICATED

OTHERWISE. INVERT FLOW CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH AND

UNIFORM SLOPE WITH GRADUAL TRANSITION SECTIONS.

17 23

C-311

N I T

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Y

S

E W

E R

K

R

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C d w g

P L

O

F I L

E

STORM DRAIN LINE

SANITARY SEWER LINE

DOMESTIC WATER LINE

UNDERGROUND

ELECTRICAL LINE

NATURAL GAS LINE

RD ROOF DRAIN

LEGEND

FIRE WATER LINE

SANITARY SEWER MANHOLE

CLEANOUT

COMMUNICATION

PROPOSED GRADE

EXISTING GRADE

t h

F

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A

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2 3 4 5

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SHEET NO.

OF

SEQUENCE NO.

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ISSUED FOR BID

18 23

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C A

SECTION

SECTION

C-101

24" COMPACTED SUBGRADE

SUBGRADE

6" GRADED CRUSHED AGGREGATE

BASE COURSE

PRIME COAT

3" ASPHALTIC CONCRETE

(2 EQUAL LIFTS) WITH TACK COAT

TYPICAL VEHICULAR ASPHALT PAVEMENT

SECTION

C-101

C-503

SECTION

C-102

2 SECTION

C-102

TYPICAL CONCRETE PAVER SIDEWALK

36" COMPACTED

SUBGRADE

6" GRADED CRUSHED

AGGREGATE SURFACE

COURSE

SECTION

C-102

GRADED CRUSHED AGGREGATE

SURFACE COURSE DETAIL

CONCRETE

HEADER

JOINTING SAND

3" INTERLOCKING PAVERS

90 DEGREE HERRINGBONE

PATTERN

1-1/4" BEDDING

SAND

(PRE-COMPACTED

THICKNESS)

8" GRADED CRUSHED

AGGREGATE BASE

COURSE

TYPICAL VEHICULAR CONCRETE PAVER

24" COMPACTED

SUBGRADE

GEOTEXTILE

NOTES:

1. THICKNESS OF ALL REPLACEMENT COURSES SHALL BE EQUAL TO EXISTING BUT

SHALL NOT BE LESS THAN INDICATED.

2. BASE COURSE SHALL BE ASPHALTIC CONCRETE BASE TO REPLACE ALL BASE

MATERIALS.

3. SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL AND REPLACEMENT

SHALL BE FILLED WITH AN EPOXY-BASED GROUT APPROVED BY CONTRACTING

OFFICER'S REPRESENTATIVE.

EXISTING

ASPHALTIC

CONCRETE

VARIES

ASPHALTIC CONCRETE

BASE (6" MIN)

12"

(TYP)

EXCAVATION LIMITS

6" COMPACTED

SUBGRADE

12"

(MIN)

ASPHALTIC

CONCRETE (2" MIN)

TACK COAT

SAW CUT (TYP)

ASPHALT PAVEMENT REMOVAL AND REPLACEMENT

CONCRETE HEADER

JOINTING SAND

3" INTERLOCKING PAVERS

90 DEGREE HERRINGBONE PATTERN

1-1/4" BEDDING SAND

(PRE-COMPACTED THICKNESS)

4" GRADED

CRUSHED

AGGREGATE

BASE COURSE

24" COMPACTED

SUBGRADE

GEOTEXTILE

CONCRETE

HEADER

CONCRETE HEADER

12"

SIDEWALK WIDTH

36"

TYPICAL

SIDEWALK

INTERSECTION

VARIES

V A

R I E

S

SEE SITE PLAN FOR WIDTH

9"

15"

#4 CONTINUOUS

#4 CONTINUOUS

TYPE A JOINT

6' MAX

M

A X

" RADIUS

" RADIUS

TYPE A

TRANSVERSE JOINT

PRE-FORMED

EXP. JOINT

MATERIAL

TYPE B

EXPANSION JOINT

PLAN

6" COMPACTED

SUBGRADE

4" CONCRETE

TYPE B JOINT @

24' CENTERS MAX

TYPICAL CONCRETE SIDEWALK

NOTES:

1. TYPE A JOINTS TO BE LOCATED TO MAINTAIN AN APPROXIMATE SQUARE

SLAB AS INDICATED ON PLANS.

2. TYPE B JOINTS TO BE LOCATED WHERE WALK ABUTS EXISTING SIDEWALK,

CONCRETE CURBS, DRIVES, STRUCTURES AND WHERE WALK CHANGES

DIRECTION.

3. CONCRETE PANELS SHALL HAVE LIGHT BROOM FINISH.

4. SIDEWALKS SHALL BE REINFORCED WITH 6" X 6" - W3 X W3 WELDED WIRE

FABRIC.

(TYP)

T

Y P

36"

TYPICAL

SIDEWALK

INTERSECTION

VARIES

V A

R I E

S

#4 STIRUP

@ 18" ON CENTER

DETAIL

C-101

C-102

24"

7" ROADWAY

WIDTH

6" 1"

12"

BROOM FINISH

V A

R I E

S

TYPE A VERTICAL CURB AND GUTTER

1/2" BATTER

OPTIONAL

PAVEMENT

24"

7" ROADWAY

WIDTH

5-1/8"1-7/8"

12"

BROOM FINISH

CURB TRANSITION TYPE 'E' TO TYPE 'A'

TYPE E MOUNTABLE CURB AND GUTTER

PAVEMENT

3/4" R

2" R1/2" R

C

U

A

N

S

I

T

I

O

N

TYPE 'A' VERTICAL

CURB AND GUTTER

DETAIL

C-102

9DETAIL

C-102

SEE NOTE 1

NOTES:

1. FOR INSTANCES WHERE CURB AND GUTTER IS

ADJACENT TO CONCRETE PAVEMENT, PROVIDE TIE

BAR #16 - 30" LONG @ 30" ON CENTER

2. WHEN THE ADJACENT PAVEMENT SECTION SLOPES

AWAY FROM THE GUTTER, THE SLOPE OF THE GUTTER

PAN SHALL MATCH PAVEMENT…